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Home My WebLink AboutSITE PLANS 1 -18-00315 - Approx. 1000 N Yellowstone Hwy - The Grove at Thomson Farms - 30 Unit Bldg1.ALL WORK SHALL CONFORM TO REXBURG CITY STANDARDS & SPECIFICATIONS. 2.CALL BLUE STAKES AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 3.BENCHMARK ELEVATION = FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17, T6N, R40E, BOISE BASE & MERIDIAN ELEV. = 4875.15. 472 NORTH YELLOWSTONE HWY REXBURG, IDAHO INDEX OF DRAWINGS CIVIL DRAWINGS 1-1 THOMSON FARMS PHASE 1 PLAT 1-1 THOMSON FARMS PHASE 2 PLAT 1-1 THOMSON FARMS PHASE 3 PLAT C-001 GENERAL NOTES C-100 DEMOLITION PLAN C-200 OVERALL SITE PLAN C-201 SITE PLAN C-202 SITE PLAN C-203 SITE PLAN C-204 SITE PLAN C-205 SITE PLAN C-206 SITE PLAN C-207 SITE PLAN C-208 SITE PLAN C-300 OVERALL GRADING PLAN C-301 GRADING PLAN C-302 GRADING PLAN C-303 GRADING PLAN C-304 GRADING PLAN C-305 GRADING PLAN C-306 GRADING PLAN C-307 GRADING PLAN C-308 GRADING PLAN C-400 OVERALL DRAINAGE PLAN C-401 DRAINAGE PLAN C-402 DRAINAGE PLAN C-403 DRAINAGE PLAN C-404 DRAINAGE PLAN C-405 DRAINAGE PLAN C-406 DRAINAGE PLAN C-407 DRAINAGE PLAN C-408 DRAINAGE PLAN C-500 OVERALL UTILITY PLAN C-501 UTILITY PLAN C-502 UTILITY PLAN C-503 UTILITY PLAN C-504 UTILITY PLAN C-505 UTILITY PLAN C-506 UTILITY PLAN C-507 UTILITY PLAN C-508 UTILITY PLAN C-600 EROSION CONTROL PLAN PP-0 PLAN AND PROFILE KEY MAP PP-1 PLAN AND PROFILE - THOMSON FARMS ROAD PP-2 PLAN AND PROFILE - THOMSON FARMS ROAD PP-3 PLAN AND PROFILE - STONEBRIDGE STREET PP-4 PLAN AND PROFILE - STONEBRIDGE STREET PP-5 PLAN AND PROFILE - STEGELMEIER LANE PP-6 PLAN AND PROFILE - STEGELMEIER LANE C-700 DETAILS LANDSCAPE & IRRIGATION DRAWINGS LP-COVER LANDSCAPE COVER SHEET LP-1.1 LANDSCAPE PLAN LP-1.2 LANDSCAPE PLAN LP-1.3 LANDSCAPE PLAN LP-1.4 LANDSCAPE PLAN LP-1.5 LANDSCAPE PLAN LP-1.6 LANDSCAPE PLAN LP-2.5 LANDSCAPE DETAILS IR-1.0 IRRIGATION COVER SHEET IR-1.1 IRRIGATION PLAN IR-1.2 IRRIGATION PLAN IR-1.3 IRRIGATION PLAN IR-1.4 IRRIGATION PLAN IR-1.5 IRRIGATION PLAN IR-1.6 IRRIGATION PLAN IR-2.5 IRRIGATION DETAILS IR-2.6 IRRIGATION DETAILS ELECTRICAL DRAWINGS E1.1 ELECTRICAL SITE PLAN GENERAL NOTES THE GROVE AT THOMSON FARMS NO SCALE FOR REV I E W NOT FOR C O N S T R U C T I O N VICINITY MAPKEY MAP DATE PRINTED October 29, 2018 NOTICE TO CONTRACTOR UTILITY DISCLAIMER THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND / OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF UTAH DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. NOTICE TO DEVELOPER/ CONTRACTOR UNAPPROVED DRAWINGS REPRESENT WORK IN PROGRESS, ARE SUBJECT TO CHANGE, AND DO NOT CONSTITUTE A FINISHED ENGINEERING PRODUCT. ANY WORK UNDERTAKEN BY DEVELOPER OR CONTRACTOR BEFORE PLANS ARE APPROVED IS UNDERTAKEN AT THE SOLE RISK OF THE DEVELOPER, INCLUDING BUT NOT LIMITED TO BIDS, ESTIMATION, FINANCING, BONDING, SITE CLEARING, GRADING, INFRASTRUCTURE CONSTRUCTION, ETC. DEVELOPER: NO SCALE REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 N 2 N D S T E N Y E L L O W S T O N E H W Y MAIN STREET SITE 20 PP - 1 PP-2 PP - 3 PP - 4 PP-5 PP-6 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R NOTE: MAY CONTAIN ABBREVIATIONS THAT ARE NOT USED IN THIS PLAN SET. ABBREVIATIONS UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS (I.S.P.W.C.) CONSTRUCTION AND THE CITY OF REXBURG'S REVISIONS. 1.PIPE MATERIAL FOR THIS PROJECT SHALL BE: DUCTILE IRON CLASS 50 SANITARY SEWER SDR 35 PVC 2.MINIMUM COVER OVER WATER LINES IS 5 FEET, UNLESS OTHERWISE SPECIFIED ON THESE PLANS. 3.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 4.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. 5.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS LIGHT POLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. 6.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7.THERE SHALL BE A 10 FEET MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ALL WATER LINES AND SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL. DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 9.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. A WATER METER WILL BE PROVIDED BY THE CITY AT NO CHARGE. 10.WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY. 11.THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 12.ALL TRENCH BACKFILL COMPACTION SHALL BE TYPE A-1 UNLESS OTHERWISE SPECIFIED ON PLANS. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION. 14.CONTRACTOR SHALL PROVIDE ANY REQUIRED GROUND WATER DEWATERING TO CONSTRUCT THIS PROJECT. WATER LEVEL SHALL BE MAINTAINED ONE FOOT BELOW THE BOTTOM OF THE TRENCH. 15.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT PIPE LENGTH. 16.ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID UNFORESEEN UTILITY INTERFERENCE. 17.MINIMUM CLEARANCE BETWEEN NEW PIPELINES, EXISTING UTILITIES, AND STRUCTURES (EXCEPT SEWERS) SHALL BE TWO FEET HORIZONTALLY. 18.THERE ARE OTHER EXISTING FACILITIES WITHIN THE CONSTRUCTION CORRIDOR THAT ARE NOT SHOWN ON THE PLANS. THESE MAY INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: MAILBOXES, STREET SIGNS, ETC. CONTRACTOR SHALL RETAIN AND PROTECT WHEN POSSIBLE AND REPLACE INKIND OTHERWISE. THIS WORK WILL BE INCIDENTAL TO OTHER BID ITEMS. 19.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 20.WORK SUBJECT TO APPROVAL BY ANY POLITICAL AGENCY MUST BE APPROVED PRIOR TO: BACKFILLING TRENCHES FOR PIPE, PLACING OF AGGREGATE BASE, PLACING OF CONCRETE, AND PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 21.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PRIOR TO FINAL APPROVAL OF THE PIPE LINE INSTALLATION. 22.PLACE ALL VALVES AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER, OR SIDEWALK IMPROVEMENTS. 23.THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2) WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST INSPECTION OF WATER LINES AND APPURTENANCES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING. 24.SURFACE REPAIR NOT CALLED OUT ON THE PLANS SHALL BE REPLACED IN-KIND AND BE INCIDENTAL TO THE OTHER BID ITEMS. 25.TRACER WIRE (#12 BLUE) IS REQUIRED ON ALL NEW WATERLINES CONSTRUCTED WITHIN THE CITY. 1.EXISTING UTILITY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. IT IS DERIVED FROM ON-SITE SURVEY AND MAY NOT BE LOCATED CORRECTLY AND IS NOT ALL INCLUSIVE. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES WITHIN THE PROJECT LIMITS BEFORE BEGINNING DEMOLITION/CONSTRUCTION. 2.THERE MAY BE BURIED UTILITIES WITHIN THE LIMITS OF DISTURBANCE THAT ARE NOT SHOWN ON THE PLANS DUE TO LACK OF MAPPING OR RECORD INFORMATION. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN UNEXPECTED UTILITIES ARE DISCOVERED. 3.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ALL EXISTING UTILITIES AND IMPROVEMENTS WHETHER OR NOT SHOWN ON THESE PLANS. THE FACILITIES AND IMPROVEMENTS ARE BELIEVED TO BE CORRECTLY SHOWN BUT THE CONTRACTOR IS REQUIRED TO SATISFY HIMSELF AS TO THE COMPLETENESS AND ACCURACY OF THE LOCATIONS. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, FROM HIS OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. 1.TRAFFIC CONTROL AND STRIPING TO CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2.BARRICADING AND DETOURING SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CURRENT M.U.T.C.D. 3.NO STREET SHALL BE CLOSED TO TRAFFIC WITHOUT WRITTEN PERMISSION FROM THE APPROPRIATE AGENCY, EXCEPT WHEN DIRECTED BY LAW ENFORCEMENT OR FIRE OFFICIALS. 4.THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. 5.DETOURING OPERATIONS FOR A PERIOD OF SIX CONSECUTIVE CALENDAR DAYS, OR MORE, REQUIRE THE INSTALLATION OF TEMPORARY STREET STRIPING AND REMOVAL OF INTERFERING STRIPING BY SANDBLASTING. THE DETOURING STRIPING PLAN OR CONSTRUCTION TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE CITY TRAFFIC ENGINEER FOR REVIEW AND APPROVAL. 6.ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE END OF THE WORK TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 7.TRAFFIC CONTROL DEVICES (TCDs) SHALL REMAIN VISIBLE AND OPERATIONAL AT ALL TIMES. 8.ALL PERMANENT TRAFFIC CONTROL DEVICES CALLED FOR HEREON SHALL BE IN PLACE AND IN FINAL POSITION PRIOR TO ALLOWING ANY PUBLIC TRAFFIC ONTO THE PORTIONS OF THE ROAD(S) BEING IMPROVED HEREUNDER, REGARDLESS OF THE STATUS OF COMPLETION OF PAVING OR OTHER OFF-SITE IMPROVEMENTS CALLED FOR BY THESE PLANS. 9.THE CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS. TRAFFIC CONTROL AND SAFETY NOTES GRADING AND DRAINAGE NOTES 1.SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL RELATED ADDENDUMS. 2.THE CONTRACTOR SHALL STRIP AND CLEAR THE TOPSOIL, MAJOR ROOTS AND ORGANIC MATERIAL FROM ALL PROPOSED BUILDING AND PAVEMENT AREAS PRIOR TO SITE GRADING. (THE TOPSOIL MAY BE STOCKPILED FOR LATER USE IN LANDSCAPED AREAS.) 3.THE CONTRACTOR SHALL REMOVE ALL ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIALS PRIOR TO PLACING GRADING FILL OR BASE COURSE. THE AREA SHOULD BE PROOF-ROLLED TO IDENTIFY ANY SOFT AREAS. WHERE SOFT AREAS ARE ENCOUNTERED, THE CONTRACTOR SHALL REMOVE THE SOIL AND REPLACE WITH COMPACTED FILL. 4.ALL DEBRIS PILES AND BERMS SHOULD BE REMOVED AND HAULED AWAY FROM SITE OR USED AS GENERAL FILL IN LANDSCAPED AREAS. 5.THE CONTRACTOR SHALL CONSTRUCT THE BUILDING PAD TO THESE DESIGN PLANS AS PART OF THE SITE GRADING CONTRACT, AND STRICTLY ADHERE TO THE SITE PREPARATION AND GRADING REQUIREMENTS OUTLINED IN THE GEOTECHNICAL REPORT. 6.THE CONTRACTOR SHALL GRADE THE PROJECT SITE TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTING ASPHALT, CURB AND GUTTER, AND ADJOINING SITE IMPROVEMENTS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND DEBRIS ON ADJACENT STREETS WHEN EQUIPMENT IS TRAVELING THOSE STREETS. 8.THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CONDITIONS AND RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT AND TAKE ALL NECESSARY PRECAUTIONS AND RECOMMENDED PROCEDURES TO ASSURE SOUND GRADING PRACTICES. 9.THE CONTRACTOR SHALL TAKE APPROPRIATE GRADING MEASURES TO DIRECT STORM SURFACE RUNOFF TOWARDS CATCH BASINS. 10.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON ON-SITE SURVEY. IT SHALL BE THE CONTRACTORS' FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 11.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND THE RELATED OFF-SITE WORK, SO AS TO GENERATE THE DESIRED SUBGRADE, FINISH GRADES, AND SLOPES SHOWN. 12.THE CONTRACTOR IS WARNED THAT AN EARTHWORK BALANCE WAS NOT NECESSARILY THE INTENT OF THIS PROJECT. ANY ADDITIONAL MATERIAL REQUIRED OR LEFTOVER MATERIAL FOLLOWING EARTHWORK OPERATIONS BECOMES THE RESPONSIBILITY OF THE CONTRACTOR. 13.THE GRADING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER TO PROVIDE FOR THE REQUIREMENTS OF THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND ASSOCIATED PERMIT. ALL CONTRACTOR ACTIVITIES 1 ACRE OR MORE IN SIZE ARE REQUIRED TO PROVIDE A STORM WATER POLLUTION PREVENTION PLAN. 14.ALL CUT AND FILL SLOPES SHALL BE PROTECTED UNTIL EFFECTIVE EROSION CONTROL HAS BEEN ESTABLISHED. 15.THE USE OF POTABLE WATER WITHOUT A SPECIAL PERMIT FOR BUILDING OR CONSTRUCTION PURPOSES INCLUDING CONSOLIDATION OF BACKFILL OR DUST CONTROL IS PROHIBITED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WATER FROM GOVERNING AGENCY. 16.THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS, AND ALL OTHER PUBLIC RIGHT-OF-WAYS IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE PUBLICLY-OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC, SHALL BE MAINTAINED IN A CLEAN, SAFE, AND USABLE CONDITION. UTILITY NOTES 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS, CITY AND STATE REQUIREMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING: THE INTERNATIONAL PLUMBING CODE, IDAHO DRINKING WATER REGULATIONS, ISPWC STANDARD SPECIFICATION (2015 EDITION). THE CONTRACTOR IS REQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED BY THE ENGINEER. 2.CONTRACTOR SHALL COORDINATE LOCATION OF NEW "DRY UTILITIES" WITH THE APPROPRIATE UTILITY COMPANY, INCLUDING BUT NOT LIMITED TO: TELEPHONE & INTERNET SERVICE, GAS SERVICE, CABLE, AND POWER. 3.EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS BASED ON ON-SITE SURVEY. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY DIGLINE AT 1-800-662-4111 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE DIGLINE ORDER NUMBER AND FURNISH ORDER NUMBER TO OWNER AND ENGINEER PRIOR TO ANY EXCAVATION. IT WILL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DIRECTLY CONTACT ANY OTHER UTILITY COMPANIES THAT ARE NOT MEMBERS OF DIGLINE. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE PROJECT. 4.CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT CONTRACTOR'S EXPENSE. 5.TRENCH BACKFILL MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER ISPWC STANDARD SPECIFICATION (2015 EDITION) SECTION 306 - TRENCH BACKFILL, OR AS REQUIRED BY THE GEOTECHNICAL REPORT IF NATIVE MATERIALS ARE USED. NO NATIVE MATERIALS ARE ALLOWED IN THE PIPE ZONE. THE MAXIMUM LIFT FOR BACKFILLING EXCAVATIONS IS 8-INCHES. 6.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND TRENCHES AND FOR THE PROTECTION OF WORKERS. 7.THE CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE APPROPRIATE GOVERNING ENTITY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS. 8.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE, CAUSED BY ANY CONDITION INCLUDING SETTLEMENT, TO EXISTING UTILITIES FROM WORK PERFORMED AT OR NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE ROADWAY AND UTILITY FACILITIES. DAMAGE TO EXISTING FACILITIES CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID FACILITIES. 9.ALL WATER LINE AND SEWER LINE INSTALLATION AND TESTING TO BE IN ACCORDANCE WITH LOCAL GOVERNING ACENCY'S STANDARDS AND SPECIFICATIONS. 10.ALL MANHOLES, HYDRANTS, VALVES, CLEANOUT BOXES, CATCH BASINS, METERS, ETC. MUST BE RAISED OR LOWERED TO FINAL GRADE PER ISPWC (2015 EDITION) STANDARDS AND INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BE CONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES, CATCH BASINS, AND VALVES PER APWA STANDARDS. ALL MANHOLE, CATCH BASIN, OR CLEANOUT BOX CONNECTIONS MUST BE MADE WITH THE PIPE CUT FLUSH WITH THE INSIDE OF THE BOX AND GROUTED OR SEALED. 11.CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTER THE NEW OR EXISTING PIPE DURING CONSTRUCTION. 12.SILT AND DEBRIS ARE TO BE CLEANED OUT OF ALL STORM DRAIN BOXES. CATCH BASINS ARE TO BE MAINTAINED IN A CLEANED CONDITION AS NEEDED UNTIL AFTER THE FINAL BOND RELEASE INSPECTION. 13.CONTRACTOR SHALL CLEAN ASPHALT, TAR OR OTHER ADHESIVES OFF OF ALL MANHOLE LIDS AND INLET GRATES TO ALLOW ACCESS. 14.EACH TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THE ALIGNMENT AND GRADE AS REQUIRED. THE TRENCH WALL SHALL BE SO BRACED THAT THE WORKMEN MAY WORK SAFELY AND EFFICIENTLY. ALL TRENCHES SHALL BE DRAINED SO THE PIPE LAYING MAY TAKE PLACE IN DEWATERED CONDITIONS. 15.CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES WITH WHICH TO REMOVE PROMPTLY AND TO PROPERLY DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATION. 16.ALL SEWER LINES AND SEWER SERVICES SHALL HAVE A MINIMUM SEPARATION OF 10 FEET, CENTER TO CENTER, FROM THE WATER LINES. IF A 10 FOOT SEPARATION CAN NOT BE MAINTAINED, THE SEWER LINE AND WATER LINE SHALL BE LAID IN SEPARATE TRENCHES AND THERE SHALL BE A MINIMUM 18" VERTICAL SEPARATION BETWEEN THE PIPES. 17.CONTRACTOR SHALL INSTALL THRUST BLOCKING AT ALL WATERLINE ANGLE POINTS AND TEES. 18.ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO INSTALLATION OF CURB, GUTTER, SIDEWALK AND STREET PAVING. 19.CONTRACTOR SHALL INSTALL MAGNETIC LOCATING TAPE CONTINUOUSLY OVER ALL NONMETALLIC PIPE. GENERAL NOTES DEMOLITION NOTES APWA AMERICAN PUBLIC WORKS ASSOCIATION AR ACCESSIBLE ROUTE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWWA AMERICAN WATER WORKS ASSOCIATION BOS BOTTOM OF STEP BVC BEGIN VERTICAL CURVE C CURVE CB CATCH BASIN CF CURB FACE OR CUBIC FEET CL CENTER LINE CO CLEAN OUT COMM COMMUNICATION CONC CONCRETE CONT CONTINUOUS DIA DIAMETER DIP DUCTILE IRON PIPE ELEC ELECTRICAL ELEV ELEVATION EOA EDGE OF ASPHALT EVC END OF VERTICAL CURVE EW EACH WAY EXIST EXISTING FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE OR FLANGE GB GRADE BREAK GF GARAGE FLOOR GV GATE VALVE HC HANDICAP HP HIGH POINT IRR IRRIGATION ISPWC IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION K RATE OF VERTICAL CURVATURE LD LAND DRAIN LF LINEAR FEET LP LOW POINT MH MANHOLE MJ MECHANICAL JOINT NG NATURAL GROUND NIC NOT IN CONTRACT NO NUMBER OC ON CENTER OCEW ON CENTER EACH WAY OHP OVERHEAD POWER PC POINT OF CURVATURE OR PRESSURE CLASS PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION PIV POST INDICATOR VALVE PL PROPERTY LINE PRC POINT OF REVERSE CURVATURE PRO PROPOSED PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS RD ROOF DRAIN ROW RIGHT OF WAY S SLOPE SAN SWR SANITARY SEWER SD STORM DRAIN SEC SECONDARY SS SANITARY SEWER STA STATION SW SIDEWALK SWL SECONDARY WATER LINE TBC TOP BACK OF CURB TOG TOP OF GRATE TOA TOP OF ASPHALT TOC TOP OF CONCRETE TOF TOP OF FOUNDATION TOW TOP OF WALL TOS TOP OF STEP TYP TYPICAL VC VERTICAL CURVE WIV WALL INDICATOR VALVE WL WATER LINE CO CO GV E TR G IRR W T E SECTION CORNER EXISTING MONUMENT PROPOSED MONUMENT EXISTING REBAR AND CAP SET ENSIGN REBAR AND CAP EXISTING WATER METER PROPOSED WATER METER EXISTING WATER MANHOLE PROPOSED WATER MANHOLE EXISTING WATER BOX EXISTING WATER VALVE PROPOSED WATER VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE DEPARTMENT CONNECTION EXISTING SECONDARY WATER VALVE PROPOSED SECONDARY WATER VALVE EXISTING IRRIGATION BOX EXISTING IRRIGATION VALVE PROPOSED IRRIGATION VALVE EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY CLEAN OUT EXISTING STORM DRAIN CLEAN OUT BOX PROPOSED STORM DRAIN CLEAN OUT BOX EXISTING STORM DRAIN INLET BOX EXISTING STORM DRAIN CATCH BASIN PROPOSED STORM DRAIN CATCH BASIN EXISTING STORM DRAIN COMBO BOX PROPOSED STORM DRAIN COMBO BOX EXISTING STORM DRAIN CLEAN OUT EXISTING STORM DRAIN CULVERT PROPOSED STORM DRAIN CULVERT TEMPORARY SAG INLET PROTECTION TEMPORARY IN-LINE INLET PROTECTION ROOF DRAIN EXISTING ELECTRICAL MANHOLE EXISTING ELECTRICAL BOX EXISTING TRANSFORMER EXISTING UTILITY POLE EXISTING LIGHT PROPOSED LIGHT EXISTING GAS METER EXISTING GAS MANHOLE EXISTING GAS VALVE EXISTING TELEPHONE MANHOLE EXISTING TELEPHONE BOX EXISTING TRAFFIC SIGNAL BOX EXISTING CABLE BOX EXISTING BOLLARD PROPOSED BOLLARD EXISTING SIGN PROPOSED SIGN EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING FLOW DIRECTION EXISTING TREE DENSE VEGETATION EXISTING EDGE OF ASPHALT PROPOSED EDGE OF ASPHALT EXISTING STRIPING PROPOSED STRIPING EXISTING FENCE PROPOSED FENCE EXISTING FLOW LINE PROPOSED FLOW LINE GRADE BREAK EXISTING STORM DRAIN LINE PROPOSED STORM DRAIN LINE ROOF DRAIN LINE CATCHMENTS HIGHWATER LINE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER LINE PROPOSED SAN. SWR. SERVICE LINE EXISTING LAND DRAIN LINE PROPOSED LAND DRAIN LINE PROPOSED LAND DRAIN SERVICE LINE EXISTING CULINARY WATER LINE PROPOSED CULINARY WATER LINE PROPOSED CULINARY WATER SERVICE LINE EXISTING SECONDARY WATER LINE PROPOSED SECONDARY WATER LINE PROPOSED SEC. WATER SERVICE LINE EXISTING IRRIGATION LINE PROPOSED IRRIGATION LINE EXISTING OVERHEAD POWER LINE EXISTING ELECTRICAL LINE EXISTING GAS LINE EXISTING TELEPHONE LINE ACCESSIBLE ROUTE SAW CUT LINE STRAW WATTLE TEMPORARY BERM TEMPORARY SILT FENCE LIMITS OF DISTURBANCE EXISTING WALL PROPOSED WALL EXISTING CONTOURS PROPOSED CONTOURS BUILDABLE AREA WITHIN SETBACKS PUBLIC DRAINAGE EASEMENT EXISTING ASPHALT TO BE REMOVED PROPOSED ASPHALT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED REVERSE PAN CURB AND GUTTER TRANSITION TO REVERSE PAN CURB CONCRETE TO BE REMOVED EXISTING CONCRETE PROPOSED CONCRETE BUILDING TO BE REMOVED EXISTING BUILDING PROPOSED BUILDING WV S D x X IRR swv WM WM W H Y D H Y D D D D S IRR swv WV W sd SD XXXX.XX TBC XXXX. X X TBC ss sw SS SW W IRR irr w SS W W SW ld LD LOD SF LEGEND TRAFFIC e g t HWL FR CABLE ohp LD NOTE: MAY CONTAIN SYMBOLS THAT ARE NOT USED IN THIS PLAN SET. RD D AR C-001 GENERAL NOTES 10-30-18 S S S S S S S EE GV WV WV WV H Y D WV H Y D H Y D WV x x x x x x x x x x x x x x x x x x x x ssssssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ohp ohp ohp ohp ohp ohp ohp ohp ohp ohp ohp ohp ohp ohp ohp ohp ohp x gggg g g g g g w w w w w w w w w w w w w w w w 12 3 3 3 3 3 5 4 4 6 START 6 6 6 6 88 8 8 88 TYP.TYP. 88 TYP.TYP. 7 6 7 8 8 TYP. 8 TYP. 6 8 TYP. 8 TYP. 4 STEGELMEIER LANE OL D U . S . H I G H W A Y 1 9 1 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 3.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS. 4.ALL CONSTRUCTION SIGNAGE, BARRICADES, TRAFFIC CONTROL DEVICES, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. THE CONTRACTOR WILL MAINTAIN SUCH SO THAT THEY ARE PROPERLY PLACED AND VISIBLE AT ALL TIMES. 5.SIDEWALKS AND CURBS DESIGNATED TO BE DEMOLISHED SHALL BE DEMOLISHED TO THE NEAREST EXPANSION JOINT, MATCHING THESE PLANS AS CLOSELY AS POSSIBLE. 6.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES 1 2 3 4 5 7 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE A CLEAN EDGE FOR THE TRANSITION BETWEEN EXISTING AND PROPOSED ASPHALT PAVEMENT. REMOVE AND PROPERLY DISPOSE OF EXISTING ASPHALT PAVEMENT. REMOVE AND PROPERLY DISPOSE OF EXISTING GRAVEL. REMOVE AND PROPERLY DISPOSE OF EXISTING FIRE HYDRANT (REUSE IF POSSIBLE). REMOVE AND PROPERLY DISPOSE OF EXISTING SIGN. REMOVE AND RELOCATE EXISTING POWER POLES AND OVERHEAD POWER LINES. COORDINATE WITH LOCAL POWER COMPANY AND ELECTRICAL CONSULTANT. REMOVE AND RELOCATE EXISTING COMMUNICATION BOX. COORDINATE WITH LOCAL COMMUNICATION COMPANY. PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, SIGNS, ETC. (TYPICAL UNLESS OTHERWISE NOTED). 6 8 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.80 80 40 80 160 C-100 DEMOLITION PLAN 10-30-18 x x x x x x x x x x x x x x x x x x x x x x POOL & HOT TUB CLUBHOUSE LINDEN: BUILDING 11 TYPE-A (30 UNITS) ALDERWOOD: BUILDING 1 TYPE-A (30 UNITS) PONDERODSA: BUILDING 2 TYPE-A (30 UNITS) WHITEPINE: BUILDING 3 TYPE-B (20 UNITS) MAPLEWOOD: BUILDING 9 TYPE-A (30 UNITS) BIRCHWOOD: BUILDING 10 TYPE-A (30 UNITS) HAWTHORN: BUILDING 7 TYPE-A (30 UNITS) HAZELWOOD: BUILDING 4 TYPE-B (20 UNITS) HEMLOCK: BUILDING 8 TYPE-A (30 UNITS) BLACKOAK: BUILDING 5 TYPE-B (20 UNITS) HICKORY: BUILDING 6 TYPE-A (30 UNITS) BARN FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT SD SD SD SD D D SD SD SD SD S D SD S D D SD SD SD SD D S D S D OL D U . S . H I G H W A Y 1 9 1 TH O M S O N F A R M S R O A D ST O N E B R I D G E S T R E E T STEGELMEIER LANE PHASE 3 FUTUR E PH A S E 3 PH A S E 1 PH A S E 1 PH A S E 1 P H A S E 3 F U T U R E PH A S E 1 PHASE 2 PHASE 3 P H A S E 2 PHASE 3 FUTURE PH A S E 3 FU T U R E PH A S E 1 FU T U R E PH A S E 1 PHASE 2 FUTU R E PH A S E 2 PHASE 3 F U T U R E PHAS E 1 FUTURE PHASE 2 PH A S E 1 PH A S E 2 PH A S E 1 P H A S E 3 F U T U R E P H A S E 2 F U T U R E FU T U R E PH A S E 1 PH A S E 1 PH A S E 1 PH A S E 1 PH A S E 1 PH A S E 3 PH A S E 2 PH A S E 3 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS THROUGHOUT SITE. 4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.80 80 40 80 160 C-200 OVERALL SITE PLAN PARKING DATA TABLE STANDARD STALLS 529 HANDICAP-ACCESSIBLE STALLS 11 TOTAL STALLS 540 SITE SUMMARY TABLE DESCRIPTION AREA (SF)PERCENTAGE PAVEMENT 228,165 21.1% ROOF 128,256 37.5% LANDSCAPING 252,198 41.4% TOTAL SITE 608,619 13.97 ACRES 100% *(120) 1-BED UNITS = 180 REQUIRED STALLS (150) 2-BED UNITS = 300 REQUIRED STALLS (30) 3-BED UNITS = 60 REQUIRED STALLS 10-30-18 x x x x x x x x x x x x x x x x x x x x x x x x 5 1 14 9 EX I S T I N G E D G E O F A S P H A L T PR O P O S E D R O W / P R O P E R T Y L I N E EX I S T I N G R O W / P R O P E R T Y L I N E EX I S T I N G A S P H A L T T R A I L 13 4 6 6 13 8 21 21 20 20 16 20 17 16 16 16 TYP 5 5.0 ' 7.0 ' 26. 0 ' 2.5 ' 4 21 13 : 1 T A P E R 12. 0 ' 14. 0 ' 5.0' 5 . 5 ' 6 2 . 5 ' 2 . 0 ' 5.5' 62. 5 ' 2.0' 17. 5 ' 5.0' 7.0' 2.5' 12. 0 ' 12. 0 ' 14. 0 ' 12. 0 ' 2.5' 1 9 . 0 ' T Y P 9.0' TYP 12.0' 19. 0 ' TY P 9.0 ' TY P PHASE 3 FUTUR E PH A S E 3 26. 0 ' 2 6 . 0 ' IMPROVEMENTS WITHIN THIS AREA ARE TO BE COORDINATED WITH REXBURG CITY 19 FUTURE CURB AND GUTTER FUTURE SIDEWALK FUTURE ASPHALT 15 68 . 0 ' SE E D E T A I L 2 S H E E T C - 7 0 0 TYP 2 TYP 2 TYP 24 PH A S E 1 3 18 PH A S E 1 PH A S E 1 25 STE G E L M E I E R L A N E OL D U . S . H I G H W A Y 1 9 1 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS THROUGHOUT SITE. 4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED. GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL REPORT. 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. LANDSCAPE STRIP. 30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. TRANSITION CURB AND GUTTER TYPE. 3' WATERWAY PER DETAIL 8/C-700. STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. 4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS AND SPECIFICATIONS AND IDAHO STATUTE 49-213. "HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. MONOLITHIC SIDEWALK PER DETAIL 7/C-700. 4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 15 16 17 18 19 20 21 22 23 24 25 26 27 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-201 SITE PLAN SEE DRAWING C-203SEE DRAWING C-203 SE E D R A W I N G C - 2 0 2 SE E D R A W I N G C - 2 0 2 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x EXIST BLG EXIST BLG EXIST BLG EXIST BLG EXIST BLG STEGELMEIER LANE 11 15 4 4 6 6 13 98 4 9 4 1313 10 8 9 4 4 13 4 4 6 4 . 5 ' 1 9 . 0 ' 9.0' TYP T Y P 1 9 . 0 ' 9.0' TYP T Y P 2 6 . 0 ' 32.5' 22 2 . 5 ' 7 . 0 ' 5 . 0 ' 7 . 9 ' 2 . 0 ' 6 2 . 5 ' 1 9 . 0 ' 9.0' TYP T Y P 1 9 . 0 ' 9.0' TYP T Y P 9.7'5.0'7.0'2.5'30.0' 5 . 5 ' 17.3' 1 8 . 5 ' 5 . 5 ' 5.0' 5.0'5.0' 5.0' 1 2 . 6 ' 2 3 . 0 ' 23 8.0' 16 TYP P H A S E 3 F U T U R E PHASE 3 FUTURE 10 2 6 . 0 ' 2 6 . 0 ' 6 8 . 0 ' S E E 2 / C - 7 0 0 68.0' SEE 2/C-700 2 2 25 2 2 15 19 16 TYP ST O N E B R I D G E ST R E E T 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS THROUGHOUT SITE. 4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED. GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL REPORT. 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. LANDSCAPE STRIP. 30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. TRANSITION CURB AND GUTTER TYPE. 3' WATERWAY PER DETAIL 8/C-700. STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. 4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS AND SPECIFICATIONS AND IDAHO STATUTE 49-213. "HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. MONOLITHIC SIDEWALK PER DETAIL 7/C-700. 4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 15 16 17 18 19 20 21 22 23 24 25 26 27 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-202 SITE PLAN SEE DRAWING C-204SEE DRAWING C-204 SE E D R A W I N G C - 2 0 1 SE E D R A W I N G C - 2 0 1 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x x TYPE-A (30 UNITS) MAPLEWOOD: BUILDING 9 TYPE-A (30 UNITS) BIRCHWOOD: BUILDING 10 TYPE-A (30 UNITS) OL D U . S . H I G H W A Y 1 9 1 1 1 1 14 8 4 4 8 4 4 4 UN I O N P A C I F I C R A I L R O A D 8 6 4 5 EXISTING ROW LINE EX I S T I N G A S P H A L T T R A I L EX I S T I N G E D G E O F A S P H A L T PR O P O S E D R O W / P R O P E R T Y L I N E EX I S T I N G R O W / P R O P E R T Y L I N E 6 13 EXISTING FENCE 13 4 4 19 4 4 8 413 199 9 16 TYP 19. 0 ' 9.0 ' TY P TY P 5.5' 62. 5 ' 2.0' 17. 5 ' 5.0' 7.0' 2.5' 2.5' 12. 0 ' 12. 0 ' 14. 0 ' 12. 0 ' 5.5 ' 43. 5 ' 3.0 ' 17. 5 ' 5.5 ' 23. 0 ' 18. 5 ' 18. 5 ' 19. 0 ' 9.0' TY P TY P 21 21 R125' 5.0' 2.0' 62. 0 ' 5.0' 8.0 ' 5.0 ' 5.0' 5.0' 5 . 0 ' 22 23 23 21. 0 ' 2.0 ' 18. 5 ' 5.0 ' 2.0 ' 16 TYP PH A S E 1 PH A S E 3 PHASE 1 PHASE 3 24. 0 ' 11 10 26. 0 ' 9 2 2 26. 0 ' 25 3 2 25 25 8 20. 0 ' 19. 5 ' 25 2 2 PH A S E 1 PH A S E 3 16 18 20 16 24 16 17 20 18 16 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS THROUGHOUT SITE. 4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED. GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL REPORT. 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. LANDSCAPE STRIP. 30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. TRANSITION CURB AND GUTTER TYPE. 3' WATERWAY PER DETAIL 8/C-700. STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. 4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS AND SPECIFICATIONS AND IDAHO STATUTE 49-213. "HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. MONOLITHIC SIDEWALK PER DETAIL 7/C-700. 4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 15 16 17 18 19 20 21 22 23 24 25 26 27 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-203 SITE PLAN SEE DRAWING C-201SEE DRAWING C-201 SE E D R A W I N G C - 2 0 4 SE E D R A W I N G C - 2 0 4 SEE DRAWING C-206SEE DRAWING C-206 KEYMAP NOT TO SCALE SE E D R A W I N G C - 2 0 5 10-30-18 POOL & HOT TUB ALDERWOOD: BUILDING 1 TYPE-A (30 UNITS) PONDERODSA: BUILDING 2 TYPE-A (30 UNITS) WHITEPINE: BUILDING 3 TYPE-B (20 UNITS) BARN 19.0' 9 . 0 ' T Y P TYP 5.0'7.0'2.5'30.0' 5 . 5 ' 1 7 . 5 ' 3 . 0 ' 2 3 . 0 ' 3 . 0 ' 1 7 . 5 ' 5 . 5 ' 5.5'43.5'3.0'17.5'5.5' 5 . 0 ' 5 . 0 ' 5 . 0 ' 5 . 0 ' 5 . 0 ' 5.0' 5.0' 5.0' 5 . 0 ' 5 . 0 ' 5 . 0 ' 5 . 0 ' 5.0' 5 . 0 ' 5.5' TYP TYP TYP 1 9 . 0 ' T Y P 9.0' PHASE 2 PHASE 3 PH A S E 2 PH A S E 3 PHASE 2 PHASE 3 P H A S E 1 P H A S E 2 P H A S E 3 F U T U R E P H A S E 2 F U T U R E 1 1 14 4 4 4 5 4 4 6 11 6 11 4 5 4 4 8 13 13 4 13 4 R125' 10 13 11 11 8 8 9 88 16 16 16 16 25 25 2 25 3 15 68.0' SEE 2/C-700 15 25 19 24.5'3.0'17.5'5.5' 25 2 225TYP TYP 12 ST O N E B R I D G E S T R E E T 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS THROUGHOUT SITE. 4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED. GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL REPORT. 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. LANDSCAPE STRIP. 30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. TRANSITION CURB AND GUTTER TYPE. 3' WATERWAY PER DETAIL 8/C-700. STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. 4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS AND SPECIFICATIONS AND IDAHO STATUTE 49-213. "HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. MONOLITHIC SIDEWALK PER DETAIL 7/C-700. 4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 15 16 17 18 19 20 21 22 23 24 25 26 27 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-204 SITE PLAN SEE DRAWING C-207SEE DRAWING C-207 SE E D R A W I N G C - 2 0 3 SE E D R A W I N G C - 2 0 3 SEE DRAWING C-202SEE DRAWING C-202 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x x x x x x 5 2.5' 2.5' 12. 0 ' 12. 0 ' 14. 0 ' 12. 0 ' 24. 0 ' 21 13 4 19 16 17 16 26 6 7.0' 21 16 17 20 12.0' FU T U R E PH A S E 1 24 OL D U . S . H I G H W A Y 1 9 1 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS THROUGHOUT SITE. 4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED. GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL REPORT. 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. LANDSCAPE STRIP. 30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. TRANSITION CURB AND GUTTER TYPE. 3' WATERWAY PER DETAIL 8/C-700. STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. 4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS AND SPECIFICATIONS AND IDAHO STATUTE 49-213. "HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. MONOLITHIC SIDEWALK PER DETAIL 7/C-700. 4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 15 16 17 18 19 20 21 22 23 24 25 26 27 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-205 SITE PLAN SEE DRAWING C-208SEE DRAWING C-208 SE E D R A W I N G C - 2 0 6 SE E D R A W I N G C - 2 0 6 SE E D R A W I N G C - 2 0 3 KEYMAP NOT TO SCALE 10-30-18 HAWTHORN: BUILDING 7 TYPE-A (30 UNITS) HEMLOCK: BUILDING 8 TYPE-A (30 UNITS) 1 1 1 4 4 4 13 13 10 6 5 1 4 8 5.5 ' 43. 5 ' 3.0 ' 17. 5 ' 5.5 ' 5.0' 64. 0 ' 5.0' 21. 0 ' 19 . 0 ' 9.2' TYP TY P 23. 0 ' 19. 5 ' 9.0 ' TY P TYP TY P19 . 0 ' TYP 9.2' 5.0 ' 7.0 ' 2.5 ' 25 . 0 ' 6 12. 0 ' 12. 0 ' 2.5' 2.5' 7.0' 5.0' 17. 5 ' 2.0' 2.0 ' 12. 0 ' 5.0 ' 7.0 ' 2.5 ' 50. 0 ' 2.5 ' 7.0 ' 5.0 ' 62. 5 ' 5.5' 4 11 13 19 13 19 11 9 19 4 19. 0 ' 9.0 ' TY P TY P 2222 5.0' 5.0' 5.0' 5.0' 5.5' 16 TYP 5.0' 5.0' 5.0' 5.0' 23 13 16 TYP 1 2 . 0 ' 16 TYP 5 FU T U R E PH A S E 1 FUT U R E PHA S E 1 2 2 8 25 24 . 5 ' 2 25 11 2 25 8 2 2 26. 0 ' 17. 5 ' 10 24 24 24 79 . 0 ' SE E 1 / C - 7 0 0 16 27 20 8 10 TH O M S O N F A R M S R O A D 12 12 14 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS THROUGHOUT SITE. 4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED. GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL REPORT. 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. LANDSCAPE STRIP. 30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. TRANSITION CURB AND GUTTER TYPE. 3' WATERWAY PER DETAIL 8/C-700. STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. 4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS AND SPECIFICATIONS AND IDAHO STATUTE 49-213. "HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. MONOLITHIC SIDEWALK PER DETAIL 7/C-700. 4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 15 16 17 18 19 20 21 22 23 24 25 26 27 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-206 SITE PLAN SEE DRAWING C-203SEE DRAWING C-203 SE E D R A W I N G C - 2 0 7 SE E D R A W I N G C - 2 0 7 SE E D R A W I N G C - 2 0 5 SE E D R A W I N G C - 2 0 5 SE E D R A W I N G C - 2 0 8 KEYMAP NOT TO SCALE 10-30-18 POOL & HOT TUB CLUBHOUSE LINDEN: BUILDING 11 TYPE-A (30 UNITS) HAZELWOOD: BUILDING 4 TYPE-B (20 UNITS) BLACKOAK: BUILDING 5 TYPE-B (20 UNITS) HICKORY: BUILDING 6 TYPE-A (30 UNITS) 1 1 1 1 14 4 4 4 13 13 5 6 11 8 5 4 1 13 13 5 . 0 ' 7 . 0 ' 2 . 5 ' 2 5 . 0 ' 1 2 . 0 ' 2 . 0 ' 5.5'24.5'3.0'17.5'5.5' 19.0' 9 . 0 ' T Y P TYP 19 . 0 ' 9.0' TYP TY P 22 5.5'24.5'3.0'17.5'5.5' 5. 5 ' 24 . 5 ' 3. 0 ' 17 . 5 ' 5. 5 ' 3.0' 27.0' 3.0' 18.5' 5.5' 19 2 3 . 0 ' 19 23.0' 5.0'7.0'2.5'30.0' 22 4 19.0' 9 . 0 ' TYP T Y P 10.0' 9 9 9 11 13 13 19 19 10 23 23 16 TYP 16 TYP 23 5 . 0 ' 5 . 0 ' 5 . 0 ' 5 . 0 ' 12.0 ' 27.0' 2 . 0 ' 1 8 . 5 ' 5 . 0 ' 2 . 0 ' 20.0' TYP 9.0 ' TY P 5 . 0 ' 5 . 0 ' 5 . 0 ' 10.5' 23.5' 2 3 . 5 ' 18.5' 16 TYP 8 8 8 5.0' 5.0' 5.0' 5.0' 4 FUTURE PHASE 2 FUTURE PHASE 2 FU T U R E PH A S E 2 PHASE 2 PHASE 1 PH A S E 2 PH A S E 1 PH A S E 2 PH A S E 1 68.0' SEE 2/C-700 7 9 . 0 ' S E E 1 / C - 7 0 0 2 2 25 25 26 . 0 ' 25 2 2 22 2 24 15 15 6 3 26.0' 11 10 8 25 25 6 19.0' 19 . 0 ' 26.0' 19.0' THOMSON FARMS ROAD ST O N E B R I D G E S T R E E T 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS THROUGHOUT SITE. 4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED. GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL REPORT. 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. LANDSCAPE STRIP. 30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. TRANSITION CURB AND GUTTER TYPE. 3' WATERWAY PER DETAIL 8/C-700. STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. 4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS AND SPECIFICATIONS AND IDAHO STATUTE 49-213. "HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. MONOLITHIC SIDEWALK PER DETAIL 7/C-700. 4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 15 16 17 18 19 20 21 22 23 24 25 26 27 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-207 SITE PLAN SE E D R A W I N G C - 2 0 5 SE E D R A W I N G C - 2 0 5 SEE DRAWING C-204SEE DRAWING C-204 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x x x x x x x x EXIST BLG EXIST BLG 14. 0 ' 12. 0 ' 12. 0 ' 2.5' 2.5' 7.0' 21 16 17 16 18 26 6 FU T U R E PH A S E 1 24 8:1 T A P E R 12. 0 ' OL D U . S . H I G H W A Y 1 9 1 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS THROUGHOUT SITE. 4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED. GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL REPORT. 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. LANDSCAPE STRIP. 30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. 24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. TRANSITION CURB AND GUTTER TYPE. 3' WATERWAY PER DETAIL 8/C-700. STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. 4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS AND SPECIFICATIONS AND IDAHO STATUTE 49-213. "HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS. ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017. MONOLITHIC SIDEWALK PER DETAIL 7/C-700. 4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS. 15 16 17 18 19 20 21 22 23 24 25 26 27 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-208 SITE PLAN SEE DRAWING C-205SEE DRAWING C-205 SE E D R A W I N G C - 2 0 6 KEYMAP NOT TO SCALE 10-30-18 S S S S S S S x x x x x x x x x x x x x x x x x x x x x ssssssssssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss x FF=4876.40 FF=4876.00 FF=4876.12 FF=4877.45 FF=4875.90 FF=4876.25 FF=4876.45 FF=4876.85 FF=4876.60 FF=4876.65 FF=4877.94 FF=4876.80 POOL & HOT TUB CLUBHOUSE LINDEN: BUILDING 11 TYPE-A (30 UNITS) ALDERWOOD: BUILDING 1 TYPE-A (30 UNITS) PONDERODSA: BUILDING 2 TYPE-A (30 UNITS) WHITEPINE: BUILDING 3 TYPE-B (20 UNITS) MAPLEWOOD: BUILDING 9 TYPE-A (30 UNITS) BIRCHWOOD: BUILDING 10 TYPE-A (30 UNITS) HAWTHORN: BUILDING 7 TYPE-A (30 UNITS) HAZELWOOD: BUILDING 4 TYPE-B (20 UNITS) HEMLOCK: BUILDING 8 TYPE-A (30 UNITS) BLACKOAK: BUILDING 5 TYPE-B (20 UNITS) HICKORY: BUILDING 6 TYPE-A (30 UNITS) BARN FF=4876.40 FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT 4875 4875 4875 4875 4875 4876 48 7 5 4 8 7 4 4 8 7 3 4 8 7 2 4875 4 8 7 5 4875 4 8 7 5 48 7 5 4875 4874 4 8 7 5 4 8 7 5 4 8 7 5 487 4 487 6 487 5 48 7 5 487 4 4 8 7 4 48744874 4873 4874 4 8 7 5 48 7 4 4874 4 8 7 4 48 7 4 4873 4874 48 7 5 487 4 48 7 5 487 4 4875 4 8 7 5 4875 4875 487 6 48 7 5 4873 48 7 5 4873 OL D U S H I G H W A Y 1 9 1 STEGELMEIER LANE THOMSON FA R M S R O A D ST O N E B R I D G E S T R E E T D D D D D D D D D D D D D D D D D D 48 7 5 PHASE 3 FUTUR E PH A S E 3 PH A S E 1 PH A S E 1 PH A S E 1 P H A S E 3 F U T U R E PH A S E 1 PHASE 2 PHASE 3 P H A S E 2 PHASE 3 FUTURE PH A S E 3 FU T U R E PH A S E 1 FU T U R E PH A S E 1 PHASE 2 FUT U R E PH A S E 2 PHASE 3 F U T U R E PHA S E 1 FUTURE PHASE 2 PH A S E 1 PH A S E 2 PH A S E 1 P H A S E 3 F U T U R E P H A S E 2 F U T U R E FU T U R E PH A S E 1 PH A S E 1 PH A S E 1 PH A S E 1 PH A S E 1 PH A S E 3 PH A S E 2 PH A S E 3 D D D D D D D D D D D D D D D D D D D D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS. 5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. 6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR STORM DRAIN INLETS. 8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.80 80 40 80 160 C-300 OVERALL GRADING PLAN 10-30-18 x x x x x x x x x x x x x x x x x x x x x x x x 73.69 TBC 74.76 TBC 74.56 0" CF 74.67 TBC 75.06 TBC 75.23 TBC 74.64 0" CF 75.35 TOC 75.10 TOC 75.87 TOC 75.18 6" CF 75.47 TOC 74.21 TOC/LP 74.77 TBC 74.42 TBC 73.68 TOA/LP 7 5 . 6 0 T O A 7 5 . 7 4 T O A 7 5 . 7 0 T O A 7 5 . 7 7 T O A 7 5 . 8 0 T O A 7 5 . 8 4 T O A 75.04 TOA 74.70 TOA 74.67 TOA 7 5 . 6 5 T O A 7 5 . 6 7 T O A 7 5 . 6 3 T O A 74.35 TOC 75.23 TBC 75.61 TBC/HP 75.30 TBC/LP 75.85 TOC/HP 75.54 TOC/LP 73.45 TBC/LP 74.11 TBC 73.90 TOA 74.03 TOA PHAS E 3 FUTU R E PH A S E 3 D 487 6 487 6 487 5 48 7 4 4875 4875 487 5 487 5 48 7 5 4 8 7 4 PH A S E 1 75.49 TBC/HP 73.97 TBC/LP STE G E L M E I E R L A N E OL D U . S . H I G H W A Y 1 9 1 74.54 TOA 74.21 TOA 74.02 TOA 74.16 TOA 75.73 TOC/HP 73.88 TOA 73.96 TOA 74.24 TOA 74.35 TOA 73.64 TBC 74.11 TBC 74.05 TBC 75.98 FG 75.84 TOC 76.38 TOC 74.99 TBC 75.12 TOC 75.13 TOC 75.15 TOC 75.00 6" CF 487 5 48 7 4 4874 4875 4876 D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS. 5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. 6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR STORM DRAIN INLETS. 8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-301 GRADING PLAN D. COWLEY SEE DRAWING C-303SEE DRAWING C-303 SE E D R A W I N G C - 3 0 2 SE E D R A W I N G C - 3 0 2 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x EXIST BLG EXIST BLG EXIST BLG EXIST BLG EXIST BLG 74.89 TBC 74.87 TBC 75.14 TBC 75.19 6" CF75.17 TBC 75.18 TOC 75.15 TOC 75.56 TOC 75.56 TOC 76.34 TOC 76.02 TOC 76.31 TOC 76.20 TOC 76.23 TOC 75.99 TOC 75.35 0" CF 75.38 0" CF 76.34 6" CF 75.79 0" CF 75.74 0" CF 76.19 6" CF 76.45 TOC 75.90 TOC 75.85 TOC 76.30 TOC 76.26 TOC 76.23 TOC 76.37 TOC 76.12 6" CF 75.63 0" CF 76.47 TBC 76.13 TBC 76.08 TBC 75.99 TBC 76.09 TBC 76.33 6" CF 75.69 0" CF 76.47 TBC 76.58 TOC 74.86 TBC 75.17 TBC 75.36 TBC 75.72 TBC75.80 TBC 75.76 TBC 75.26 TBC 75.44 TBC/LP 75.65 TBC 75.57 TBC 75.58 TBC 75.90 TBC 75.80 TOC 76.02 TOC 75.91 TBC 75.75 6" CF 75.09 0" CF 74.98 0" CF 75.47 6" CF 75.64 TOC76.27 TBC 76.17 TBC 75.91 TBC 75.99 TBC 75.14 TBC 74.99 TBC 74.90 TBC/LP 75.69 TOC 75.73 TOC 75.01 TOA75.12 TOA 76.08 TBC 76.19 TOC 73.91 TBC/LP 74.53 TBC 75.05 TBC/HP 74.90 TOC 75.40 TOC/LP 74.87 TOA/LP 75.14 TOC/LP 75.49 TOC 74.95 TOA/LP PHASE 3 FUTURE P H A S E 3 F U T U R E 48 7 5 48 7 5 4875 4875 4875 STEGELMEIER LANE ST O N E B R I D G E S T R E E T DD D D 75.25 TBC 75.51 TBC/HP 4874 4 8 7 5 487 4 487 4 4875 48754875 74.74 TOA/LP 74.84 FUT TBC/LP 75.48 TOA 75.54 TOA 75.41 TOA 75.31 TOA/LP 75.18 TOA/LP 74.78 FG 74.93 FG 75.31 TOA 75.20 TOA 74.80 FG 74.91 FG 75.17 TOA 74.93 TOA 75.42 TBC75.42 TBC 75.06 TBC 74.97 TBC/LP 75.06 TBC 75.23 TBC 75.32 TBC/HP 75.23 TBC 74.66 TBC 75.40 TOA 75.27 TOA 75.48 TOA 75.35 TOA 75.57 TOA/LP 75.44 TOA/LP 75.48 TOA 75.35 TOA 75.12 TOA/LP 74.99 TOA/LP 75.03 TOA/LP 74.90 TOA/LP 75.12 TOA/LP 74.99 TOA/LP 75.29 TOA 75.16 TOA 75.38 TOA/HP 75.25 TOA/HP 75.29 TOA 75.16 TOA 74.72 TOA 74.58 TOA 75.47 TOC 75.56 TOC/HP 75.47 TOC 75.30 TOC 75.21 TOC/LP 75.30 TOC 75.66 TOC 75.75 TOC/HP 75.66 TOC 75.34 TBC 75.58 TOC 75.09 TOA 75.25 TOA 75.03 FG 74.55 FG 74.64 FG 74.75 FG 76.58 FG 76.58 FG 75.61 TBC 74.64 TBC/LP 75.17 TBC74.71 0" CF74.74 0" CF 75.25 6" CF 75.29 TOA/HP 74.15 TOA/LP 74.76 TOA 75.29 TBC/LP 75.54 TBC 75.04 FL77.07 FG 77.07 FG 76.32 TOC 75.24 TOA 75.38 TOA 76.12 TOC/LP 76.01 TBC/LP 76.38 TOC 76.27 TOC 75.91 TBC 75.84 6" CF 75.90 6" CF 48 7 4 4875 4875 4 8 7 6 4875 4875 76.45 TBC/HP 76.56 TOC/HP 75.08 TBC/HP 75.32 TOA/HP 75.49 TOA 75.33 TOA 75.98 FL 76.38 TOC 76.59 TOC 75.98 FG 75.50 FL 4876 48 7 7 4875 48 7 5 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS. 5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. 6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR STORM DRAIN INLETS. 8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-302 GRADING PLAN D. COWLEY SEE DRAWING C-304SEE DRAWING C-304 SE E D R A W I N G C - 3 0 1 SE E D R A W I N G C - 3 0 1 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x FF=4876.45 FF=4876.80 MAPLEWOOD: BUILDING 9 TYPE-A (30 UNITS) BIRCHWOOD: BUILDING 10 TYPE-A (30 UNITS) 74.27 TBC 74.74 TBC 74.29 0" CF 74.20 0" CF 74.58 TBC 74.64 6" CF 74.80 6" CF 75.25 TBC 74.94 TBC74.87 TBC 74.70 TBC/LP 74.83 TBC 75.09 6" CF 75.16 TBC 75.48 TBC 75.15 TOC 75.37 TOC 75.26 TOC 76.10 TOC 76.07 TOC 75.95 TOC 75.85 TOC 75.85 TOC 75.58 TOC 73.57 TOC 74.67 TOC 75.52 TOC 75.49 TOC 74.67 TOC/LP 74.77 TOC 75.47 TOC 75.51 TOC 74.73 TOC 74.32 TOC 74.26 TOC 73.82 0" CF 73.88 0" CF 74.41 6" CF 74.27 6" CF 74.56 0" CF 74.51 0" CF 74.95 6" CF 74.98 6" CF 74.54 0" CF 74.62 0" CF 75.18 6" CF 75.29 TOC 74.73 TOC 74.65 TOC 75.09 TOC 75.38 TBC 75.28 TBC 75.25 TBC 75.29 6" CF 74.94 0" CF 75.49 6" CF 75.81 TBC 74.28 TBC 74.35 TBC 74.40 TBC 74.71 TBC 74.14 TBC/LP 74.72 TBC 74.49 TBC 74.83 TOC 74.61 TOC 74.72 TOC 74.53 TBC 74.20 TBC 74.11 TBC 74.01 TBC/LP 74.30 TBC 74.37 TBC 74.42 TBC 73.14 TBC/LP 73.58 TOA 74.69 TOA/HP 73.42 TOA/LP 73.42 TOA/LP 75.10 TBC/LP 75.34 TOC/LP 74.63 TBC 74.95 TBC 75.00 TOC 74.93 TOC/LP 75.59 TOC 76.11 TOC 76.20 TOC 75.55 TOC 75.64 TOC 75.55 TBC 75.29 TOC 75.38 TOC 74.85 0" CF 74.73 TOC 74.64 TOC 75.29 TOC 76.51 TOC 76.41 TOC PH A S E 1 PH A S E 3 PHASE 1 PHASE 3 487 4 487 1 487 2 487 3 48 7 4 4875 4 8 7 5 48 7 6 48 7 5 48 7 4 48 7 5 48 7 5 4874 48 7 4 487 5 48 7 5 487 4 487 4 48 7 4 487 4 OL D U . S . H I G H W A Y 1 9 1 7 5 . 5 5 T O A 7 5 . 6 1 T O A PH A S E 1 PH A S E 3 D D 74.44 TBC 487 5 487 6487 4 4874 4874 70.17 TOG 7 5 . 4 5 T O A 7 5 . 3 5 T O A 7 5 . 3 3 T O A 7 5 . 3 8 T O A 7 5 . 3 9 T O A 7 5 . 3 8 T O A 7 5 . 4 5 T O A 7 5 . 6 0 T O A 7 5 . 5 6 T O A 7 5 . 5 2 T O A 75.03 TBC/LP 75.27 TOC/LP 74.98 TBC/LP 75.22 TOC/LP 74.98 TBC/LP 75.22 TOC/LP 74.98 TBC/LP 75.22 TOC/LP 75.18 TBC/LP 75.42 TOC/LP 75.30 TBC/HP 75.54 TOC/HP 75.23 TBC/HP 75.47 TOC/HP 75.25 TBC/HP 75.49 TOC/HP 75.25 TBC/HP 75.49 TOC/HP 75.39 TBC/HP 75.63 TOC/HP 74.12 TOA/HP 73.84 TBC/HP 73.14 TBC/LP 74.43 TOC 74.37 TOC 73.97 FL 74.22 TOA 76.19 TBC/HP 76.30 TOC/HP 76.33 TOC 76.54 TOC 76.07 TOC 76.10 TOC 76.33 TOC 76.54 TOC 75.96 TBC 74.82 TOA 75.93 FG 75.93 FG 75.93 FG 75.93 FG 74.56 TBC/LP 76.46 TOC 76.36 TOC 76.46 TOC 76.36 TOC 75.37 TOC 75.68 TOC 73.63 TOC 73.67 TOC 73.71 TOC 73.84 TOC 73.75 TOC 73.87 TOC 73.89 TOC 74.64 TOC 74.65 TOC 74.69 TOC 74.73 TOC 74.83 TOC 74.73 TOC 74.63 TOC 75.55 TOC 76.20 TOC 75.98 FG 75.98 FG 76.60 TOC 76.38 TOC 74.82 TBC/LP 73.68 TOA/LP 75.26 TOC 75.58 FG 75.58 FG 75.04 FL 74.53 TOG 76.01 TOC 75.82 TOC 75.79 TOC 76.11 TOC 76.01 TOC 75.87 TOC 75.92 TOC 75.75 TOC 75.65 TOC 75.49 TOC 75.58 FG 75.58 FG 75.05 FL 74.49 FL 75.76 TBC 74.50 TOA 74.10 TOA 75.58 FL 75.98 TOC 74.95 TOC 74.85 TOC 75.02 TOC 74.92 TOC 76.20 TOC 75.98 TOC 75.79 TOC 75.69 TOC 75.62 TOC 75.72 TOC 73.80 TOC 73.70 TOC 74.56 TOC 4 8 7 5 487 6 487 5 487 6 487 3 487 4 487 5 4 8 7 4 4 8 7 6 4 8 7 5 487 3 4874 4875 48 7 5 D D D D D D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS. 5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. 6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR STORM DRAIN INLETS. 8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-303 GRADING PLAN D. COWLEY SEE DRAWING C-301SEE DRAWING C-301 SE E D R A W I N G C - 3 0 4 SE E D R A W I N G C - 3 0 4 SEE DRAWING C-306SEE DRAWING C-306 KEYMAP NOT TO SCALE 10-30-18 FF=4877.45 FF=4876.85 FF=4877.94 POOL & HOT TUB ALDERWOOD: BUILDING 1 TYPE-A (30 UNITS) PONDERODSA: BUILDING 2 TYPE-A (30 UNITS) WHITEPINE: BUILDING 3 TYPE-B (20 UNITS) BARN FF=4876.40 SD SD S D SD SD SD SD SD SD SD SD S D S D S D S D D SD SD SD SD SD SD SD SD SD SD SD SD S D S D 75.87 TBC 75.89 TBC 76.20 TBC 76.20 TBC 75.87 TBC 75.22 TBC 75.35 TOC 74.79 TBC 74.65 TBC 74.75 TBC 74.93 6" CF 74.46 0" CF 74.55 0" CF 75.51 TBC 75.41 TBC 75.31 TBC 74.93 6" CF 75.88 TBC 75.84 TBC 75.87 TBC 75.42 0" CF 75.51 0" CF 75.89 0" CF 74.09 TBC 74.47 TBC 74.52 TBC74.13 TBC 75.84 TBC 75.39 0" CF 75.42 0" CF 75.47 0" CF 75.44 0" CF 75.88 TBC 76.01 TOC 75.96 TOC 75.83 TOC 75.35 TOC 75.39 TOC 75.11 TOC 75.65 TOC 75.68 TOC 74.76 TOC/LP 73.57 TOC 75.78 TOC 75.73 TOC 75.75 TOC 76.20 TOC 76.24 TOC 76.71 TOC 76.75 TOC 76.98 TOC 76.17 TOC 75.61 TOC 73.58 FL 73.74 TOA/LP 74.87 TOA 75.31 FL 74.94 TOA 75.04 TOC 74.65 0" CF 75.97 TOC 75.86 TOC 75.77 TOC 76.31 TOC 76.06 TOC 75.67 TOC 76.01 TOC PHASE 2 PHASE 3 PH A S E 2 PH A S E 3 PHASE 2 PHASE 3 P H A S E 1 P H A S E 2 P H A S E 3 F U T U R E P H A S E 2 F U T U R E 4 8 7 5 4 8 7 1 4 8 7 2 4 8 7 3 4 8 7 4 4876 48 7 4 4874 487 5 4875 ST O N E B R I D G E S T R E E T D D D 74.52 TBC/LP 74.57 TOA/LP 70.17 TOG 70.17 TOG 70.17 TOG PHASE 1 PHASE 3 74.76 TOC 74.36 TOA/LP 74.52 FUT TBC/LP 74.91 TOC 74.67 TBC 74.72 TOA 74.51 TOA 74.67 FUT TBC 76.57 TOA 76.36 TOA 76.57 FUT TBC 76.88 TOC/HP 76.64 TBC/HP 76.70 TOA/HP 76.49 TOA/HP 76.64 FUT TBC/HP 76.51 TBC 76.57 TOA 76.36 TOA 76.51 FUT TBC 76.01 TBC 75.98 FUT TBC 76.30 TOA 76.09 TOA 75.98 0" CF 75.55 TOC 75.48 TOC 75.43 TOC 75.33 TOC 75.38 TOC 75.66 TOC 75.66 TOC 75.30 TOC 76.20 TOC 76.20 TOC 75.84 TOC 75.78 FG 75.78 FG 75.90 FG 75.90 FG 75.90 FG 75.90 FG 75.25 FG 75.25 FG 77.07 FG 77.07 FG 76.58 FG 76.58 FG 76.58 FG 76.58 FG77.07 FG 77.07 FG 75.98 FG 75.98 FG 74.05 TBC 73.51 FL 73.41 TOG 74.60 TOC 74.63 TOC 74.57 TOC 74.36 TBC 74.47 TOC 76.12 TOC 75.14 TOC 75.80 TOC 74.75 FL 73.82 TOG 76.82 TOC 76.82 TOC 76.82 TOC 76.82 TOC 76.40 TOC 76.18 TOC 75.68 TOC 75.65 TOC 76.21 TOC 76.65 TOC 75.84 TOC 75.87 TOC 75.79 TOC 75.65 TOC 74.99 TOC/LP 74.88 TBC/LP 74.09 FL 75.17 TOC 75.24 TOC 75.13 TOC 75.06 TBC 75.56 TBC 75.13 6" CF 74.49 0" CF 74.53 FL 74.64 TOA 75.82 TOA 76.31 TOC 76.09 TOC 75.99 TOC 75.69 TOC 75.72 TOC 75.81 TOC 76.87 TOC 76.77 TOC 75.97 TOG 75.98 TOC 75.88 TOC 75.68 TOC 75.78 TOC 75.78 TOC 75.88 TOC 75.31 FL 74.53 FL 76.07 TOC 76.00 TOC 74.96 FL 74.46 0" CF 74.48 0" CF 75.90 TBC 75.84 TOA 75.51 FL 76.46 TBC 76.57 TOC 77.09 TOC 76.98 TBC 77.04 TOC 77.45 TOC 77.60 TOC 76.52 TOC 77.44 TOC 77.01 TOC 76.14 TOA/HP 75.81 FL/HP 76.76 TBC/HP 76.87 TOC/HP 77.39 TOC/HP 77.28 TBC/HP77.50 TOC 77.60 TOC 76.84 TOC 77.45 TOC 77.01 TOC77.37 TOC 77.20 TOC 76.98 TOC 77.19 TOC 76.49 FL 73.47 TOC 73.71 TOC 74.54 TOC 74.79 TOC 74.69 TOC 74.64 TOC 76.17 TOC 76.08 TOC 76.40 TOC 76.40 TOC 76.32 TOC 76.22 TOC 75.57 TOC 75.47 TOC 75.62 TOC 75.52 TOC 75.60 TOC 75.70 TOC 75.68 TOC 75.58 TOC 75.85 TOC 77.01 TOC 77.11 TOC 77.47 TOC 77.68 TOC 77.13 TOC 77.68 TOC77.47 TOC 77.38 TOC 77.30 TOC 77.40 TOC 77.28 TOC 77.04 TOC 75.23 FG/HP 48 7 5 48 7 5 48 7 4 4877 48 7 6 4 8 7 6 48 7 7 48 7 7 48 7 6 48 7 5 4875 4 8 7 6 4 8 7 6 4 8 7 5 48 7 4 4874 48 7 5 4 8 7 4 4 8 7 5 487 5 76.51 TOC 76.41 TOC 75.38 TOC 75.29 TOC 75.33 TOC 75.24 TOC 74.13 TOC 74.03 TOC 74.61 FL 75.50 FL 76.60 TOC 76.38 TOC 70.61 FG 71.06 FG 70.62 FG 70.61 FG 70.62 FG 4876 4875 4 8 7 5 4 8 7 6 4 8 7 7 74.03 TBC 75.67 TOC 75.62 TOC 75.49 TOC 75.44 TOC 75.61 TBC 75.69 TBC 75.45 6" CF 75.33 6" CF 74.78 0" CF 74.83 0" CF 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS. 5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. 6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR STORM DRAIN INLETS. 8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-304 GRADING PLAN D. COWLEY SEE DRAWING C-307SEE DRAWING C-307 SE E D R A W I N G C - 3 0 3 SE E D R A W I N G C - 3 0 3 SEE DRAWING C-302SEE DRAWING C-302 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x x x x x x 75.10 TBC/HP 74.99 TBC 74.91 TBC 75.34 TOC/HP 7 5 . 3 1 T O A 7 5 . 1 6 T O A 7 5 . 1 0 T O A 7 4 . 9 2 T O A 7 4 . 7 5 T O A 7 4 . 4 3 T O A 7 5 . 4 0 T O A FU T U R E PH A S E 1 487 5 48 7 5 487 5 487 4 48 7 5 48 7 4 48 7 3 487 4 487 3 OL D U . S . H I G H W A Y 1 9 1 D D 7 4 . 5 9 T O A 74.90 TBC/HP 74.39 TBC/HP 74.76 TBC/LP 74.13 TBC/LP 74.65 TBC 74.39 TBC D D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS. 5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. 6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR STORM DRAIN INLETS. 8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-305 GRADING PLAN D. COWLEY SEE DRAWING C-308SEE DRAWING C-308 SE E D R A W I N G C - 3 0 6 SE E D R A W I N G C - 3 0 3 SE E D R A W I N G C - 3 0 6 KEYMAP NOT TO SCALE 10-30-18 FF=4876.25 FF=4876.60 HAWTHORN: BUILDING 7 TYPE-A (30 UNITS) HEMLOCK: BUILDING 8 TYPE-A (30 UNITS) 75.31 TBC 74.99 TBC 75.03 TBC 74.99 TBC 74.51 TBC 73.89 TBC 74.18 TBC 74.27 TBC 74.81 TBC/LP 74.81 TBC/LP 75.33 TBC 73.78 TBC 73.67 TBC 74.09 TBC 75.43 TBC 75.14 TOA 75.34 TOA 75.08 TOA 75.31 TOA 75.40 TOC 75.42 TOC 75.76 TOC 75.49 TOC 75.26 TOC 75.45 TOC 74.42 TOC 74.24 TOC 74.53 TOC 75.47 TOC 75.23 TOC 75.52 TOC 75.75 TOC 75.31 TOC 75.23 TOC 74.66 TOC 74.57 TOC 75.00 TOC 74.49 TOC 74.60 TBC 74.24 TBC 74.15 TBC 74.14 TBC 75.12 TBC 74.11 0" CF 74.08 0" CF 74.88 TOC 74.83 TOC 74.66 6" CF 75.16 TBC 75.38 TBC/HP 75.03 TBC 74.93 TBC 75.62 TOC/HP 74.97 TOA/LP 75.59 TOA 75.68 TOA/HP 75.78 TOC 75.78 TOC 76.16 TOC 76.26 TOC 76.16 TOC 76.26 TOC 75.05 TOC 75.57 TOC 75.13 6" CF 75.44 TBC 75.45 TBC 75.85 6" CF 75.29 0" CF 75.18 0" CF 75.63 6" CF 75.45 TBC75.31 TBC75.28 6" CF 74.67 0" CF 75.11 TOC 75.50 TOC 75.62 TOC 75.73 TOC 75.48 TOC 76.06 TBC 76.22 TBC76.27 6" CF/HP 76.03 6" CF 75.78 TBC 75.75 TBC 76.08 TBC 76.07 TOC 76.10 TOC 76.15 TOC 76.04 TOC 75.71 0" CF 75.60 0" CF 74.74 0" CF 75.47 TOC 75.67 TOC 75.82 TOC 75.16 TOC 75.57 6" CF 75.05 0" CF 75.68 TOC 74.89 6" CF 74.46 0" CF 74.55 0" CF 75.12 6" CF 74.99 TBC 75.05 TOC 75.05 TOC 73.96 6" CF 73.54 0" CF 73.72 0" CF74.32 6" CF 74.14 TOC 75.15 TOC 75.00 TOC 74.67 TOA FU T U R E PH A S E 1 FUT U R E PHA S E 1 4 8 7 5 4875 4 8 7 5 4875 4874 48 7 4 48 7 4 4874 4875 TH O M S O N F A R M S R O A D D D D 75.52 TBC/HP 74.82 TBC/LP 74.74 TBC 75.23 TBC/HP 73.06 TOG 75.43 FUT TBC 75.33 TOA 75.76 TOC/HP 75.43 TBC 75.67 TOC 74.91 TBC 75.08 TOA 75.15 TOC 74.99 TOA/LP 75.06 TOC/LP 74.91 TBC 75.15 TOC75.15 TOA 75.38 TOC 75.47 TOC/HP 75.38 TOC 75.14 TBC 75.14 TBC 75.31 TOA 75.40 TOA/HP 75.07 TOC 74.97 TOC 75.52 FUT TBC/HP 75.43 FUT TBC 75.35 FUT TBC 74.91 FUT TBC 74.82 FUT TBC/LP 74.91 FUT TBC 75.14 FUT TBC 75.23 FUT TBC/HP 75.14 FUT TBC 74.71 FUT TBC 75.99 TOC 75.99 TOC 75.38 FG 75.38 FG 75.38 FG 75.73 FG 75.73 FG 75.38 FG 74.43 TOC 74.32 TOC 74.20 TOC 74.17 TOA 73.43 TOA/LP 74.60 TBC 74.71 TOC 74.71 TOC 74.60 TOC 74.20 TOC 74.09 TOC 73.70 TBC 74.20 6" CF 74.11 TBC/LP 73.69 FL 74.18 TOA/LP 74.31 TOC 74.20 TOC 75.91 TOC 75.81 TOC 75.26 TOC 74.25 FL 74.58 TOA 74.84 TOA 74.66 TOA/LP74.73 TOA 75.20 TBC 75.72 TBC 75.05 FL 74.31 TOG 74.67 FL 75.70 TOC/HP 75.91 TOC 75.81 TOC 75.67 TOC 75.59 TBC/HP 74.98 TOA/HP 74.64 FL/HP 76.16 TOC76.19 TOC 75.76 TBC 75.76 TBC 75.26 FL 75.79 TOC 76.20 TOC 75.93 FG 75.59 TBC 75.12 TBC 75.18 TOC 75.29 TOC 75.22 TOC 75.57 TOC 75.68 TOC 75.62 TOC 75.55 TOC 75.55 TOC 75.30 TOC/LP 75.19 TBC/LP 74.05 TOA/LP 74.31 TOA/LP 73.72 TOG 74.67 TBC/LP 74.78 TOC/LP 74.75 TBC 75.08 TOC 75.16 TOC 75.23 TOC 75.58 TOC 76.34 TOC 76.13 TOC 75.55 TOC 74.49 FL 74.82 TOA 75.08 TOA 75.44 TBC 75.96 TBC 75.55 TOC 76.40 TOC 76.13 TOC 75.59 TOC 74.49 FL 75.44 TBC 75.78 TOC/HP 75.67 TBC/HP 75.05 TOA/HP 74.72 FL/HP 75.31 TOA/HP 75.73 FG 75.73 FG 74.20 FL 74.02 FL 74.19 FL 73.93 FL 48 7 5 4875 4875 4875 4875 48 7 6 4875 4875 48 7 6 487 4 4875 487 5 48 7 4 4875 4 8 7 5 4876 D 74.11 0" CF D D D D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS. 5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. 6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR STORM DRAIN INLETS. 8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-306 GRADING PLAN D. COWLEY SEE DRAWING C-303SEE DRAWING C-303 SE E D R A W I N G C - 3 0 7 SE E D R A W I N G C - 3 0 7 SE E D R A W I N G C - 3 0 8 SE E D R A W I N G C - 3 0 5 SE E D R A W I N G C - 3 0 5 KEYMAP NOT TO SCALE 10-30-18 FF=4876.40 FF=4876.00 FF=4876.12 FF=4875.90 FF=4876.65 POOL & HOT TUB CLUBHOUSE LINDEN: BUILDING 11 TYPE-A (30 UNITS) HAZELWOOD: BUILDING 4 TYPE-B (20 UNITS) BLACKOAK: BUILDING 5 TYPE-B (20 UNITS) HICKORY: BUILDING 6 TYPE-A (30 UNITS) FUTURE PHASE 2 FUTURE PHASE 2 FU T U R E PH A S E 2 PHASE 2 PHASE 1 PH A S E 2 PH A S E 1 PH A S E 2 PH A S E 1 THOMSON FARMS ROAD ST O N E B R I D G E S T R E E T 4874 4874 4874 4874 4875 4875 4 8 7 5 4 8 7 3 4874 4875 4875 4875 4874 4874 D D D D 75.37 TBC 75.52 TBC 75.13 TBC 75.06 6" CF 74.61 0" CF 74.72 0" CF 75.37 6" CF 76.05 TBC 75.54 6" CF 75.31 0" CF 75.27 0" CF/HP 75.74 6" CF 75.59 6" CF 75.12 0" CF 75.22 0" CF 75.47 6" CF 75.39 TOC 76.03 TBC 75.46 TOC 76.15 TOC 75.38 TBC 74.60 0" CF 75.24 6" CF 74.49 0" CF 74.96 6" CF 75.09 6" CF 74.63 0" CF/HP 75.28 6" CF 75.02 TBC 75.05 TBC 75.11 TBC 75.19 TBC 75.49 TBC 75.44 TBC 74.61 TBC 74.21 6" CF 73.66 0" CF 73.76 0" CF 74.32 6" CF 74.20 TOC 74.10 TOC 74.51 TOC 74.62 TOC 74.20 TOC 74.09 TOC 74.20 6" CF 73.65 0" CF 73.76 0" CF 74.32 6" CF 74.14 TBC 74.56 6" CF 74.02 0" CF 73.96 0" CF 74.42 6" CF 74.40 TOC 74.46 TOC 74.75 TBC 74.08 TBC 73.70 TBC 73.78 TBC 73.89 6" CF 73.93 0" CF 74.03 0" CF 74.09 6" CF 74.33 TBC 73.67 TBC 74.83 TOA/HP 74.15 TOA/LP 74.50 TOA 75.96 TOC 76.00 TOC 75.68 TOC 75.72 TOC 75.40 TOC/LP 75.27 TOC 75.64 TOC 75.43 TOC 75.31 TOC/HP 75.46 TOC 75.65 TOC 75.53 TOC 75.21 TOC 74.98 TOC 75.66 TOC 75.01 TOC 75.56 TOC 74.69 TOC 74.37 TBC 74.48 TBC 74.30 TBC/LP 74.81 TOC 74.54 TOC/LP 74.41 TBC 74.65 TOC 74.92 TOC 74.94 TOC 74.85 TOC 74.88 TOC 74.14 TOC 74.16 TOC 74.56 TOC 74.54 TOC 74.58 TBC 74.17 TBC 74.04 TBC/LP 74.07 TBC 74.56 TBC 74.66 TBC 74.76 TBC 75.10 TBC 73.60 FL 74.36 TOA/LP 74.58 TOA 74.49 TOA/LP 73.99 TOA 74.19 TOC 73.81 TOG 74.25 FL/HP 74.15 TOA/LP 75.70 TOC 75.25 TOC 75.30 TOC/HP 75.68 TOC 75.19 0" CF/HP 75.14 0" CF 75.59 6" CF 75.57 6" CF 75.46 TOC 75.56 TOC 74.94 TBC 74.99 TBC 74.32 FUT TBC/LP 74.32 TBC/LP 73.86 FUT TBC/LP 73.86 TBC/LP74.76 TBC/HP 75.24 TBC/HP 73.06 TOG 74.41 FUT TBC 73.62 FL 75.08 TOA/HP 74.11 TBC/LP 74.18 TOA/LP 74.66 TOA/LP 73.43 TOA/LP 74.23 TOC 74.21 TOC 74.72 TOC 73.63 FL 75.00 0" CF 75.05 0" CF 75.16 TOC 75.11 TOC 75.19 TOC 75.08 0" CF 75.64 6" CF 75.75 TOC 75.95 TBC/HP 76.40 TOC 76.34 TOC 76.34 TOC 75.68 FG 75.90 FG 75.90 FG 75.68 FG 75.90 FG 75.90 FG 74.34 FUT TBC 74.67 FUT TBC 74.76 FUT TBC/HP 74.06 FUT TBC 74.67 FUT TBC 73.95 FUT TBC 73.95 FUT TBC 74.57 FUT TBC 74.93 TOA/HP 74.03 TOA/LP 74.83 TOA 74.23 TOA 74.84 TOA 74.23 TOA 74.12 TOA 74.12 TOA 74.99 TOA 75.06 TOA 74.67 TBC 74.67 TBC 74.06 TBC 73.95 TBC 73.95 TBC 74.57 TBC 74.56 TOC 74.91 TOC 75.00 TOC/HP 74.91 TOC 74.30 TOC 74.19 TOC 74.10 TOC/LP 74.19 TOC 74.30 FUT TBC/LP 75.30 TOC 75.27 TOC 75.04 TOC 75.07 TOC 74.76 TOC/LP 74.76 TOC 75.39 TOC 75.48 TOC/HP 75.39 TOC 74.83 TOC 74.52 TBC/LP 75.21 TOA 75.00 TOA 75.15 FUT TBC 75.30 TOA/HP 75.09 TOA/HP 75.24 FUT TBC/HP 75.21 TOA 75.00 TOA 75.15 FUT TBC 74.57 TOA/LP 74.36 TOA/LP 74.52 FUT TBC/LP 74.65 TOA 74.44 TOA 74.86 FUT TBC 74.59 TBC 75.15 TBC 75.15 TBC 76.40 TOC 76.40 TOC 76.40 TOC 76.40 TOC 76.40 TOC 76.20 TOC 76.20 TOC 75.84 TOC 76.20 TOC 75.90 FG 75.90 FG 76.06 TOC/HP 74.08 TOA/LP 74.58 TOA/HP 74.98 TOA/HP 74.26 TOA/LP 74.45 TOA/HP 74.73 TOA 75.29 TBC/LP 75.45 TOC 75.29 TOC 74.64 0" CF 74.30 TOC 74.21 TOC 74.73 TOC 74.62 TOC 74.86 TOC 74.34 TBC 74.58 TBC 74.43 TBC 75.03 FG 75.03 FG 75.03 FG 75.03 FG 75.13 FG 75.13 FG 75.13 FG 75.13 FG 75.46 TOC 75.56 TOC 73.44 TOG 73.74 TOG 75.20 TBC/HP 75.72 TBC/HP 75.83 TOC/HP 74.80 TOC/LP 75.64 TOC 75.43 TOC 74.84 TOC 74.69 TBC/LP 74.53 FL 73.85 FL 75.21 TBC/LP 75.32 TOC/LP 74.54 FL 75.95 TOC 75.53 TBC 75.66 TBC75.24 0" CF 74.60 0" CF 74.62 0" CF 75.31 TOC 75.39 TOC 75.54 TOC 74.92 TBC/LP 75.70 TOC/HP 75.59 TBC/HP 74.12 FL/HP 75.18 TOC/HP 75.07 TBC/HP 75.01 TOC 75.66 TOC 74.98 TOC/LP 75.56 TOC 73.92 TOG 75.12 TBC 74.39 FL 75.40 TOC 75.29 TBC 75.74 TOC 75.53 TOC 74.94 TOC 74.91 TOC 75.74 TOC 74.63 FL 74.28 FL 74.75 FL 74.31 FL 74.75 FL 74.63 FL 73.69 TOG 75.25 FG 75.25 FG 75.34 TOC 75.45 TOC 75.49 TOC 75.18 TOC 74.52 0" CF 74.57 FL 75.07 TOA/HP 74.74 FL/HP 74.87 TBC/LP 76.32 TOC/HP 76.21 TBC/HP 75.04 FL 75.28 FL 75.26 FL 75.40 FL/HP 74.63 FL 74.39 TOG 74.77 TOG 75.78 FG 75.78 FG 76.10 TOC 76.31 TOC 76.14 TOC/HP 76.21 TOC 76.31 TOC 76.21 TOC 76.02 TOC 76.04 TOC/HP 76.40 TOC 76.18 TOC 76.03 TOC 76.00 TOC 75.86 TOC 75.87 TOC 75.84 TOC 75.65 TOC 75.79 TOC 76.40 TOC 76.18 TOC 75.65 TOC 75.68 TOC 75.49 TOC 75.86 TOC 75.11 TOC 75.65 TOC 75.14 TOC 75.91 TOC 75.68 TOC75.80 TOC 75.68 TOC 75.80 TOC 4 8 7 5 4875 4 8 7 6 4 8 7 6 4875 4874 4875 4 8 7 5 4 8 7 5 48 7 5 48 7 5 48 7 5 4874 4875 487 5 487 5 4 8 7 4 4 8 7 5 48 7 4 48 7 5 4 8 7 5 4 8 7 6 D D D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS. 5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. 6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR STORM DRAIN INLETS. 8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-307 GRADING PLAN D. COWLEY SE E D R A W I N G C - 3 0 6 SE E D R A W I N G C - 3 0 6 SEE DRAWING C-304SEE DRAWING C-304 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x x x x x x x x EXIST BLG EXIST BLG 473.80 TBC/LP 4 7 3 . 8 8 T O A 4 7 3 . 9 7 T O A 4 7 3 . 9 7 T O A 4 7 3 . 9 8 T O A 4 7 4 . 0 6 T O A 4 7 4 . 1 4 T O A 4 7 3 . 7 5 T O A 4 7 3 . 8 2 T O A 4 7 3 . 8 3 T O A 473.74 TOA 473.74 TOA FU T U R E PH A S E 1 48 7 4 487 4 487 3 487 4 48 7 3 48 7 4 487 4 48 7 3 4 8 7 3 487 4 487 3 487 3 48 7 4 OL D U . S . H I G H W A Y 1 9 1 D 474.05 TBC/HP 473.67 TBC/LP 473.67 TBC/LP 473.91 TBC/HP 474.06 TBC/HP D D D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS. 5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. 6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR STORM DRAIN INLETS. 8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-308 GRADING PLAN D. COWLEY SEE DRAWING C-305SEE DRAWING C-305 SE E D R A W I N G C - 3 0 6 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x x x x x x x FF=4876.40 FF=4876.00 FF=4876.12 FF=4877.45 FF=4875.90 FF=4876.25 FF=4876.45 FF=4876.85 FF=4876.60 FF=4876.65 FF=4877.94 FF=4876.80 POOL & HOT TUB CLUBHOUSE LINDEN: BUILDING 11 TYPE-A (30 UNITS) ALDERWOOD: BUILDING 1 TYPE-A (30 UNITS) PONDERODSA: BUILDING 2 TYPE-A (30 UNITS) WHITEPINE: BUILDING 3 TYPE-B (20 UNITS) MAPLEWOOD: BUILDING 9 TYPE-A (30 UNITS) BIRCHWOOD: BUILDING 10 TYPE-A (30 UNITS) HAWTHORN: BUILDING 7 TYPE-A (30 UNITS) HAZELWOOD: BUILDING 4 TYPE-B (20 UNITS) HEMLOCK: BUILDING 8 TYPE-A (30 UNITS) BLACKOAK: BUILDING 5 TYPE-B (20 UNITS) HICKORY: BUILDING 6 TYPE-A (30 UNITS) BARN FF=4876.40 FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT D D D D D D D D D D D D D D D D D D SD SD SD SD SD SD SD S D SD S D SD SD SD SD SD 4875 4 8 7 5 4875 4 8 7 5 4 8 7 4 4 8 7 4 4874 4874 4875 4 8 7 5 4 8 7 5 48 7 5 4875 4875 487548754875 487 4 487 4 4 8 7 4 4875 48 7 5 4875 4 8 7 1 48 7 3 48724873 4874 4874 487 4 4875 4875 4 8 7 4 4 8 7 4 487 5 487 5 487 4 487 4 487 4 48 7 5 487 5 4874 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 OL D U . S . H I G H W A Y 1 9 1 THOMSON FARMS R O A D ST O N E B R I D G E ST R E E T STEGELMEIER LANEPHASE 3 FUTUR E PH A S E 3 PH A S E 1 PH A S E 1 PH A S E 1 P H A S E 3 F U T U R E PH A S E 1 PHASE 2 PHASE 3 P H A S E 2 PH A S E 3 FUT U R E PHA S E 1 FU T U R E PH A S E 1 PHASE 2 FUT U R E PH A S E 2 PHASE 3 F U T U R E PHA S E 1 FUTURE PHASE 2 PH A S E 1 PH A S E 2 PH A S E 1 P H A S E 2 F U T U R E FU T U R E PH A S E 1 PH A S E 1 PH A S E 1 PH A S E 1 PH A S E 1 PH A S E 3 PH A S E 2 PH A S E 3 D SD SD S D D D D D D D D D D D D D D D D D D D D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED. 7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVE MINIMUM 1% SLOPE. 8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.80 80 40 80 160 C-400 OVERALL DRAINAGE PLAN 10-30-18 x x x x x x x x x x x x x x x x x x x x x x x x D S D SD SD FUTURE SDCB #268 TOG=4873.56 FL(OUT-SW)=4870.45FUTURE 12" CLASS III RCP-SD 9.00 L.F. @ 1.00% SLOPE INSTALL SDCB #269 TOG=4873.56 FL(IN-NE)=4870.04 FL(OUT-SW)=4870.04 INSTALL 4' SDMH #270 RIM=4874.05 FL(IN-NE)=4869.99 FL(OUT-SE)=4867.14 INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-NW)=4867.10 INSTALL 12" HP STORM SD 4.00 L.F. @ 0.00% SLOPE FL(BIDIRECTIONAL-W)=4867.10 FL(BIDIRECTIONAL-E)=4867.10 INSTALL 12" CLASS III RCP-SD 96.57 L.F. @ 1.32% SLOPE INSTALL SDCB #271 TOG=4874.87 FL(OUT-NW)=4871.37 1 1 1 4 5OL D U S H I G H W A Y 1 9 1 STEG E L M E I E R L A N E 4874 4 8 7 4 48 7 4 487 5 487 4 48 7 5 48 7 5 487 5 48 7 5 48 7 5 48 7 4 487 6 48 7 6 48 7 5 487 5 487 4 48 7 6 487 6 48 7 5 4874 5 PHASE 3 FUTUR E PH A S E 3 PH A S E 1 SD INSTALL SDCB #206 TOG=4873.03 FL(OUT-SE)=4869.91 INSTALL 12" HP STORM SD 152.53 L.F. @ 0.50% SLOPE HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 D INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #303 TOG=4875.06 FL(IN-SE)=4871.33 FL(OUT-SW)=4871.33 2 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED. 7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVE MINIMUM 1% SLOPE. 8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS. STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS. 2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG STANDARDS UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS.. CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN. 1 2 3 4 5 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-401 DRAINAGE PLAN SEE DRAWING C-403SEE DRAWING C-403 SE E D R A W I N G C - 4 0 2 SE E D R A W I N G C - 4 0 2 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x EXIST BLG EXIST BLG EXIST BLG EXIST BLG EXIST BLG DD D D SD SD SD SD SD SD SD SD SD SD FUTURE SDCB #265 TOG=4874.55 FL(OUT-S)=4871.44 FUTURE 12" CLASS III RCP-SD 9.00 L.F. @ 1.00% SLOPE INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-E)=4868.05 INSTALL SDCB #266 TOG=4874.55 FL(IN-N)=4871.03 FL(OUT-S)=4871.03 INSTALL 4' SDMH #267 RIM=4875.04 FL(IN-N)=4870.98 FL(OUT-W)=4868.09 INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-E)=4868.32 INSTALL SDCB #263 TOG=4874.82 FL(IN-N)=4871.30 FL(OUT-S)=4871.30 INSTALL 4' SDMH #264 RIM=4875.32 FL(IN-N)=4871.25 FL(OUT-W)=4868.36 FUTURE 12" CLASS III RCP-SD 9.00 L.F. @ 1.00% SLOPE FUTURE SDCB #262 TOG=4874.82 FL(OUT-S)=4871.71 INSTALL 12" HP STORM SD 3.96 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.06 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 41.00 L.F. @ 1.00% SLOPE FL(IN-N)=4868.00 INSTALL SDCB #259 TOG=4874.49 FL(OUT-W)=4871.37 INSTALL SDCB #260 TOG=4874.49 FL(IN-E)=4870.96 FL(OUT-W)=4870.96 INSTALL 4' SDMH #261 RIM=4874.99 FL(IN-E)=4870.91 FL(OUT-S)=4868.04 INSTALL 12" HP STORM SD 44.58 L.F. @ 0.50% SLOPE INSTALL SDCB #214 TOG=4874.51 FL(OUT-E)=4871.39 INSTALL SDCB #213 TOG=4874.22 FL(IN-W)=4871.17 FL(OUT-E)=4871.17 INSTALL 12 " H P S T O R M S D 1 2 4 . 4 8 L . F . @ 0 . 9 5 % S L O P E INSTALL 4' SDMH #211 RIM=4874.73 FL(IN-E)=4869.99 FL(OUT-S)=4869.99 FL(IN-W)=4869.99 INSTALL 1 2 " H P S T O R M S D 77.81 L.F . @ 0 . 5 0 % S L O P E IN S T A L L 1 2 " H P S T O R M S D 35 . 2 9 L . F . @ 0 . 5 0 % S L O P E INSTALL SDCB #212 TOG=4873.50 FL(OUT-W)=4870.38 1 STEGELMEIER LANE 1 1 1 1 1 1 1 2 4 4 4 5 5 5 4875 4875 4 8 7 5 487 5 4875 4875 4875 4 8 7 6 ST O N E B R I D G E ST R E E T 4874 4875 4 8 7 5 4875 487 4 4 8 7 4 4 8 7 5 4 8 7 5 FU T U R E PH A S E 3 PHASE 3 FUTURE S D S D INSTALL SDCB #210 TOG=4875.03 FL(OUT-S)=4869.81 FL(IN-N)=4869.81 INSTALL 12" HP STORM SD 212.67 L.F. @ 0.50% SLOPE HEAD/GRATE NEENAH R-3067 INSTALL 12" CLASS III RCP-SD 32.00 L.F. @ 1.00% SLOPE HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 INSTALL 12" CLASS III RCP-SD 32.00 L.F. @ 1.00% SLOPE 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED. 7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVE MINIMUM 1% SLOPE. 8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS. STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS. 2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG STANDARDS UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS.. CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN. 1 2 3 4 5 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-402 DRAINAGE PLAN SEE DRAWING C-404SEE DRAWING C-404 SE E D R A W I N G C - 4 0 1 SE E D R A W I N G C - 4 0 1 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x FF=4876.45 FF=4876.80 MAPLEWOOD: BUILDING 9 TYPE-A (30 UNITS) BIRCHWOOD: BUILDING 10 TYPE-A (30 UNITS) D D S D S D S D S D S D S D SD SD SD S D S D S D S D SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD INSTALL 12" CLASS III RCP-SD 96.57 L.F. @ 1.32% SLOPE INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-SW)=4868.20 INSTALL SDCB #272 TOG=4874.68 FL(OUT-SE)=4870.10 FL(OUT-NW)=4870.10 INSTALL 4' SDMH #275 RIM=4875.17 FL(IN-NW)=4870.05 FL(OUT-NE)=4868.24 IN S T A L L 1 2 " C L A S S I I I R C P - S D 6 4 . 3 1 L . F . @ 1 . 5 8 % S L O P E INSTALL SDCB #273 TOG=4874.61 FL(OUT-NW)=4871.11 IN S T A L L 1 2 " C L A S S I I I R C P - S D 7 1 . 0 0 L . F . @ 0 . 1 5 % S L O P E INSTALL SDCB #274 TOG=4874.56 FL(OUT-NW)=4871.00 I N S T A L L 1 2 " H P S T O R M S D 1 5 2 . 5 3 L . F . @ 0 . 5 0 % S L O P E INSTALL 3'X3' YD #205 TOG=4874.53 FL(IN-NW)=4869.15 FL(OUT-SE)=4869.15 IN S T A L L 1 2 " H P S T O R M S D 1 2 8 . 8 2 L . F . @ 2 . 6 6 % S L O P E INSTALL 2'X2' SDCB #202 TOG=4870.17 FL(BIDIRECTIONAL-NE)=4865.72 FL(BIDIRECTIONAL-SE)=4865.72 INSTALL PERFORATED 12" HP STORM SD 91.92 L.F. @ 0.00% SLOPE INSTALL PERFORATED 12" HP STORM SD 91.92 L.F. @ 0.00% SLOPE INSTALL SDCB #215 TOG=4873.64 FL(IN-S)=4866.27 FL(OUT-E)=4866.27 IN S T A L L 1 2 " H P S T O R M S D 18 0 . 9 5 L . F . @ 0 . 5 0 % S L O P E INSTALL SDCB #217 TOG=4873.79 FL(OUT-SE)=4868.80 FL(IN-NW)=4868.80 INSTALL 12" HP STORM SD 56.04 L.F. @ 0.50% SLOPE INSTALL SDCB #218 RIM=4872.76 FL(IN-NE)=4869.08 FL(OUT-SE)=4869.08 IN S T A L L 1 2 " H P S T O R M S D 1 6 4 . 7 6 L . F . @ 0 . 5 0 % S L O P E INSTALL SDCB #219 TOG=4872.76 FL(OUT-SW)=4869.90 INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-SW)=4868.08 INSTALL SDCB #277 TOG=4874.56 FL(OUT-SE)=4869.93 FL(IN-NW)=4869.93 INSTALL 4' SDMH #280 RIM=4875.05 FL(IN-NW)=4869.88 FL(OUT-NE)=4868.12 IN S T A L L 1 2 " C L A S S I I I R C P - S D 9 0 . 1 9 L . F . @ 1 . 1 0 % S L O P E IN S T A L L 1 2 " C L A S S I I I R C P - S D 1 0 2 . 3 7 L . F . @ 1 . 0 0 % S L O P E INSTALL SDCB #276 TOG=4874.56 FL(OUT-NW)=4871.00 INSTALL 12" CLASS III RCP-SD 67.82 L.F. @ 1.00% SLOPE INSTALL SDCB #278 TOG=4874.76 FL(OUT-NW)=4871.03 1 1 1 1 1 1 1 1 1 1 3 4 4 5 5 OL D U S H I G H W A Y 1 9 1 4 8 7 4 487 4 487 1 4872 4873 48 7 4 4 8 7 1 4 8 7 2 4 8 7 3 48 7 4 48 7 5 4875 48 7 6 48 7 5 48 7 4 48 7 5 48 7 5 487 5 48 7 5 48 7 5 48 7 5 487 5 487 5 487 5 487 4 48 7 4 487 4 487 4 48 7 5 487 5 487 4 48 7 4 48 7 6 487 6 4874 48 7 4 PH A S E 3 PH A S E 1 PH A S E 1 PH A S E 3 SD SD SD SD IN S T A L L 1 2 " H P S T O R M S D 1 1 2 . 4 9 L . F . @ 0 . 5 0 % S L O P E INSTA L L 1 2 " H P S T O R M S D 109.83 L . F . @ 0 . 5 0 % S L O P E D D D D D D INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #302 RIM=4874.88 FL(IN-SE)=4870.06 FL(IN-NE)=4870.06 FL(IN-SW)=4870.06 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #301 TOG=4874.80 FL(IN-SE)=4871.07 FL(OUT-NE)=4871.07 FL(OUT-SW)=4871.07 INSTALL 4' SDCO #300 TOG=4874.74 FL(IN-SE)=4870.96 FL(IN-NE)=4870.96 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 INSTALL 12" CLASS III RCP-SD 3.89 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #297 TOG=4874.94 FL(IN-SE)=4870.99 FL(IN-SW)=4870.99 FL(OUT-NE)=4870.99 2 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 2 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #298 RIM=4874.75 FL(OUT-SE)=4869.97 FL(IN-SW)=4869.97 FL(IN-NE)=4869.97 2 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPEINSTALL 4' SDCO #299 TOG=4874.75 FL(IN-SE)=4870.96 FL(OUT-SW)=4870.96 2 2 2 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED. 7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVE MINIMUM 1% SLOPE. 8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS. STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS. 2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG STANDARDS UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS.. CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN. 1 2 3 4 5 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-403 DRAINAGE PLAN SEE DRAWING C-401SEE DRAWING C-401 SE E D R A W I N G C - 4 0 4 SE E D R A W I N G C - 4 0 4 SEE DRAWING C-406SEE DRAWING C-406 KEYMAP NOT TO SCALE SE E D R A W I N G C - 4 0 5 10-30-18 FF=4877.45 FF=4876.85 FF=4877.94 POOL & HOT TUB ALDERWOOD: BUILDING 1 TYPE-A (30 UNITS) PONDERODSA: BUILDING 2 TYPE-A (30 UNITS) WHITEPINE: BUILDING 3 TYPE-B (20 UNITS) BARN FF=4876.40 D D D SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD S D S D S D IN S T A L L 1 2 " H P S T O R M S D 21 2 . 6 7 L . F . @ 0 . 5 0 % S L O P E INSTALL 5' SDCO #207 RIM=4874.90 FL(IN-E)=4871.28 FL(IN-N)=4868.75 FL(OUT-W)=4868.75 FL(IN-S)=4868.75 INSTALL 12" HP STORM SD 24.92 L.F. @ 0.50% SLOPE INSTALL SDCB #208 TOG=4874.52 FL(IN-E)=4871.40 FL(OUT-W)=4871.40 INSTALL 1 2 " H P S T O R M S D 118.37 L . F . @ 1 . 2 3 % S L O P E INSTALL 1 2 " H P S T O R M S D 1 9 3 . 5 6 L . F . @ 1 . 5 7 % S L O P E INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE FL(IN-S)=4869.04 INSTALL 4' SDMH #258 RIM=4875.98 FL(IN-E)=4871.99 FL(OUT-N)=4869.08 INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE INSTALL SDCB #257 TOG=4876.07 FL(IN-E)=4872.04 FL(OUT-W)=4872.04 INSTAL L 1 2 " C L A S S I I I R C P - S D 42.63 L.F . @ 1 . 0 0 % S L O P E INSTALL SDCB #256 TOG=4876.16 FL(OUT-W)=4872.47 INSTALL 2'X2' SDCB #204 TOG=4870.17 FL(IN-E)=4865.72 FL(BIDIRECTIONAL-NW)=4865.72 FL(BIDIRECTIONAL-SW)=4865.72 INS T A L L P E R F O R A T E D 1 2 " H P S T O R M S D 9 1 . 9 2 L . F . @ 0 . 0 0 % S L O P E IN S T A L L P E R F O R A T E D 1 2 " H P S T O R M S D 9 1 . 9 2 L . F . @ 0 . 0 0 % S L O P E INSTALL 2'X2' SDCB #201 TOG=4870.17 FL(IN-W)=4865.72 FL(BIDIRECTIONAL-NE)=4865.72 FL(BIDIRECTIONAL-NW)=4865.72 IN S T A L L P E R F O R A T E D 1 2 " H P S T O R M S D 9 1 . 9 2 L . F . @ 0 . 0 0 % S L O P E INSTA L L 1 2 " H P S T O R M S D 109.83 L . F . @ 0 . 5 0 % S L O P E INSTALL 2'X2' SDCB #203 TOG=4870.17 FL(IN-NW)=4865.72 FL(BIDIRECTIONAL-SW)=4865.72 FL(BIDIRECTIONAL-SE)=4865.72 INS T A L L P E R F O R A T E D 1 2 " H P S T O R M S D 91.9 2 L . F . @ 0 . 0 0 % S L O P E INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE FL(IN-S)=4867.60 INSTALL 4' SDMH #255 RIM=4874.59 FL(IN-E)=4870.14 FL(OUT-N)=4867.64 INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE INSTALL SDCB #254 TOG=4874.09 FL(IN-E)=4870.19 FL(OUT-W)=4870.19 INSTALL 12" CLASS III RCP-SD 37.06 L.F. @ 1.00% SLOPE INSTALL SDCB #253 TOG=4874.09 FL(OUT-W)=4870.60 1 1 1 1 1 1 1 2 3 3 4 4 5 5 4875 4871 4872 4873 4874 4 8 7 1 4 8 7 1 4875 4871 4872 4873 4874 48 7 6 48 7 4 4 8 7 4 4876 4 8 7 5 4874 4875 4875 487 5 ST O N E B R I D G E S T R E E T RETENTION POND TOP OF POND = 4874.30 25-YR HIGH WATER ELEVATION = 4873.30 BOTTOM OF POND = 4871.34 VOLUME REQUIRED = 25,749 C.F. VOLUME PROVIDED = 44,556 C.F. PHASE 2 PHASE 3 PHASE 1 PHASE 3 PH A S E 2 PH A S E 3 FU T U R E PH A S E 3 FU T U R E PH A S E 2 SD SD S D S D S D S D IN S T A L L 1 2 " H P S T O R M S D 12 8 . 8 2 L . F . @ 2 . 6 6 % S L O P E 3 INSTALL 3'X3' YD #209 TOG=4875.97 FL(OUT-W)=4872.85 I N S T A L L 1 2 " H P S T O R M S D 1 2 4 . 5 7 L . F . @ 1 . 3 0 % S L O P E IN S T A L L 1 2 " H P S T O R M S D 6 6 . 6 3 L . F . @ 0 . 5 0 % S L O P E INSTALL SDCB #225 TOG=4873.41 FL(IN-SE)=4870.37 FL(OUT-N)=4870.37 INSTALL 3'X3' YD #290 TOG=4873.82 FL(OUT-NW)=4870.70 D HEAD/GRATE NEENAH R-3067 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #304 RIM=4874.24 FL(OUT-W)=4870.56 FL(IN-E)=4870.56 FL(IN-S)=4870.56 2 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED. 7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVE MINIMUM 1% SLOPE. 8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS. STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS. 2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG STANDARDS UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS.. CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN. 1 2 3 4 5 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-404 DRAINAGE PLAN SEE DRAWING C-407SEE DRAWING C-407 SE E D R A W I N G C - 4 0 3 SE E D R A W I N G C - 4 0 3 SEE DRAWING C-402SEE DRAWING C-402 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x x x x x x D D SD SD SD SD SD INSTALL SDCB #233 TOG=4874.34 FL(OUT-NW)=4871.23 IN S T A L L 1 2 " C L A S S I I I R C P - S D 1 5 1 . 4 6 L . F . @ 1 . 0 0 % S L O P E INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-SW)=4867.23 INSTALL SDCB #231 TOG=4873.71 FL(OUT-SE)=4869.63 FL(IN-NW)=4869.63 INSTALL 4' SDMH #232 RIM=4874.20 FL(IN-NW)=4869.58 FL(OUT-NE)=4867.27 OL D U . S . H I G H W A Y 1 9 1 4875 48 7 4 487 5 487 3 487 4 48 7 3 487 3 487 4 487 5 48 7 3 487 3 48 7 3 48 7 4 1 1 4 5 FU T U R E PH A S E 1 D D INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #291 RIM=4873.90 FL(OUT-SE)=4869.67 FL(IN-NE)=4869.67 2 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #292 TOG=4874.52 FL(IN-SE)=4871.19 FL(OUT-SW)=4871.19 2 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED. 7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVE MINIMUM 1% SLOPE. 8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS. STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS. 2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG STANDARDS UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS.. CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN. 1 2 3 4 5 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-405 DRAINAGE PLAN SE E D R A W I N G C - 4 0 6 SE E D R A W I N G C - 4 0 6 KEYMAP NOT TO SCALE SE E D R A W I N G C - 4 0 3 SEE DRAWING C-408 SEE DRAWING C-408 10-30-18 FF=4876.25 FF=4876.60 HAWTHORN: BUILDING 7 TYPE-A (30 UNITS) HEMLOCK: BUILDING 8 TYPE-A (30 UNITS) D D D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD TH O M S O N F A R M S R O A D INSTALL 12" CLASS III RCP-SD 67.82 L.F. @ 1.00% SLOPE INSTALL SDCB #279 TOG=4874.75 FL(OUT-NW)=4871.71 INSTALL SDCB #234 TOG=4874.39 FL(OUT-SW)=4871.29 IN S T A L L 1 2 " C L A S S I I I R C P - S D 52. 0 0 L . F . @ 1 . 0 0 % S L O P E INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-NW)=4867.91 INSTALL SDCB #235 TOG=4874.39 FL(IN-NE)=4870.77 FL(OUT-SW)=4870.77 INSTALL 4' SDMH #236 TOG=4874.89 FL(IN-NE)=4870.72 FL(OUT-SE)=4867.95 INSTALL SDCB #238 TOG=4874.40 FL(OUT-SW)=4871.28 IN S T A L L 1 2 " C L A S S I I I R C P - S D 48 . 0 0 L . F . @ 1 . 1 7 % S L O P E INSTALL SDCB #237 TOG=4874.94 FL(OUT-NE)=4871.82 IN S T A L L 1 2 " C L A S S I I I R C P - S D 1 0 6 . 3 2 L . F . @ 1 . 0 0 % S L O P E INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-NW)=4867.89 INSTALL 4' SDMH #240 TOG=4874.89 FL(IN-NE)=4870.63 FL(OUT-SE)=4867.93 INSTALL SDCB #222 TOG=4873.06 FL(IN-E)=4869.79 FL(OUT-N)=4869.79 INSTALL 12" HP STORM SD 30.00 L.F. @ 0.50% SLOPE INSTALL SDCB #241 TOG=4874.32 FL(OUT-S)=4871.21 IN S T A L L 1 2 " C L A S S I I I R C P - S D 48 . 1 1 L . F . @ 1 . 1 7 % S L O P E INSTALL SDCB #242 TOG=4874.30 FL(OUT-N)=4870.69 INSTA L L 1 2 " C L A S S I I I R C P - S D 8 3 . 8 3 L . F . @ 1 . 0 0 % S L O P E INS T A L L 1 2 " H P S T O R M S D 1 3 3 . 2 7 L . F . @ 0 . 5 0 % S L O P E INSTALL 5' SDCO #216 RIM=4874.65 FL(OUT-N)=4867.16 FL(IN-SE)=4867.16 FL(IN-NW)=4867.16 IN S T A L L 1 2 " H P S T O R M S D 1 8 0 . 9 5 L . F . @ 0 . 5 0 % S L O P E IN S T A L L 1 2 " H P S T O R M S D 6 5 . 3 8 L . F . @ 0 . 5 0 % S L O P E 4 8 7 5 4 8 7 5 4875 487 5 48 7 3 48 7 3 487 5 48 7 4 4873 4873 4874 4874 4874 4873 4 8 7 4 487 4 4 8 7 5 4 8 7 4 4875 48 7 5 4874 11 1 1 1 1 1 1 1 4 4 5 5 FUT U R E PHA S E 1 D SD SD SD SD SD INSTALL SDCB #283 TOG=4873.72 FL(IN-NW)=4867.90 FL(OUT-SE)=4867.90 INS T A L L 1 2 " H P S T O R M S D 60. 3 9 L . F . @ 1 . 2 3 % S L O P E INSTALL SDCB #220 TOG=4873.73 FL(IN-S)=4867.83 FL(OUT-NW)=4867.83 FL(IN-E)=4867.83 IN S T A L L 1 2 " H P S T O R M S D 1 2 4 . 3 2 L . F . @ 1 . 5 8 % S L O P E INSTALL 4' SDCO #284 RIM=4875.36 FL(IN-S)=4866.83 FL(OUT-N)=4866.83 FL(IN-E)=4866.83 INSTALL 3'X3' YD #289 TOG=4874.31 FL(OUT-W)=4871.19 INST A L L 1 2 " H P S T O R M S D 7 5 . 7 5 L . F . @ 5 . 7 6 % S L O P E INSTALL 12" HP STORM SD 112.49 L.F. @ 0.50% SLOPE D D D D INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #309 TOG=4875.09 FL(IN-SW)=4871.78 FL(OUT-SE)=4871.78 2 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #308 TOG=4874.55 FL(IN-NE)=4870.72 FL(OUT-SW)=4870.72 FL(IN-NW)=4870.72 2 INSTALL 12" CLASS III RCP-SD 4.01 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #307 TOG=4874.45 FL(IN-N)=4870.65 FL(IN-S)=4870.65 FL(OUT-E)=4870.65 2 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 INSTALL SDCB #239 TOG=4874.40 FL(IN-NE)=4870.68 FL(OUT-SW)=4870.68 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED. 7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVE MINIMUM 1% SLOPE. 8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS. STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS. 2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG STANDARDS UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS.. CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN. 1 2 3 4 5 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-406 DRAINAGE PLAN SEE DRAWING C-403SEE DRAWING C-403 SE E D R A W I N G C - 4 0 7 SE E D R A W I N G C - 4 0 7 SE E D R A W I N G C - 4 0 5 SE E D R A W I N G C - 4 0 5 SE E D R A W I N G C - 4 0 8 KEYMAP NOT TO SCALE 10-30-18 FF=4876.40 FF=4876.00 FF=4876.12 FF=4875.90 FF=4876.65 POOL & HOT TUB CLUBHOUSE LINDEN: BUILDING 11 TYPE-A (30 UNITS) HAZELWOOD: BUILDING 4 TYPE-B (20 UNITS) BLACKOAK: BUILDING 5 TYPE-B (20 UNITS) HICKORY: BUILDING 6 TYPE-A (30 UNITS) D D D D S D S D SD SD S D SD SD SD SD SD SD SD SD SD SDSDSD SD INSTALL 12" HP STORM SD 30.00 L.F. @ 0.50% SLOPE INSTALL SDCB #221 TOG=4873.06 FL(OUT-W)=4869.94 INSTALL 12" CLASS III RCP-SD 83.83 L.F. @ 1.00% SLOPE INSTALL 12" HP STORM SD 4.01 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-W)=4867.39 INSTALL SDCB #243 TOG=4873.90 FL(IN-N)=4869.77 FL(OUT-S)=4869.77 INSTALL 4' SDMH #245 RIM=4874.39 FL(IN-N)=4869.72 FL(OUT-E)=4867.43 IN S T A L L 1 2 " C L A S S I I I R C P - S D 48 . 0 0 L . F . @ 2 . 0 2 % S L O P E INSTALL SDCB #244 TOG=4873.90 FL(OUT-S)=4870.78 INSTALL SDCB #220 TOG=4873.73 FL(IN-S)=4867.83 FL(OUT-NW)=4867.83 FL(IN-E)=4867.83 INSTALL 12" HP STORM SD 90.35 L. F . @ 0 . 5 0 % S L O P E INSTALL SDCB #223 TOG=4874.50 FL(IN-E)=4869.24 FL(OUT-W)=4869.24 INSTALL 12" HP STORM SD 29.21 L.F. @ 0.50% SLOPE INSTALL SDCB #224 TOG=4873.92 FL(IN-S)=4869.39 FL(OUT-W)=4869.39 FL(IN-NE)=4869.39 IN S T A L L 1 2 " H P S T O R M S D 1 1 9 . 7 9 L . F . @ 0 . 5 0 % S L O P E INSTALL SDCB #226 TOG=4873.59 FL(OUT-N)=4869.99 FL(IN-W)=4869.99 INSTALL SDCB #246 TOG=4873.44 FL(OUT-S)=4870.32 IN S T A L L 1 2 " C L A S S I I I R C P - S D 52 . 0 0 L . F . @ 1 . 0 0 % S L O P E INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-W)=4866.93 INSTALL SDCB #247 TOG=4873.44 FL(IN-N)=4869.80 FL(OUT-S)=4869.80 INSTALL 4' SDMH #248 RIM=4873.93 FL(IN-N)=4869.75 FL(OUT-E)=4866.97 INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 41.00 L.F. @ 1.00% SLOPE FL(IN-S)=4867.40 INSTALL SDCB #250 TOG=4873.89 FL(IN-E)=4870.36 FL(OUT-W)=4870.36 INSTALL SDCB #249 TOG=4873.89 FL(OUT-W)=4870.77 INSTALL 4' SDMH #251 RIM=4874.38 FL(OUT-N)=4867.44 FL(IN-E)=4870.31 IN S T A L L 1 2 " C L A S S I I I R C P - S D 7 3 . 9 5 L . F . @ 1 . 0 0 % S L O P E INSTALL SDCB #252 TOG=4874.45 FL(OUT-W)=4871.34 4874 4874 4 8 7 4 4874 4874 4 8 7 5 4 8 7 5 4875 4874 4874 THOMSON FARMS R O A D ST O N E B R I D G E S T R E E T FU T U R E PH A S E 2 4875 4873 4874 4874 4874 4 8 7 3 4875 4875 4875 4875 4874 4874 FUTURE PHASE 1 PH A S E 2 PH A S E 1 PH A S E 2 PH A S E 1 SD SD SD SD SD SD SD SD SD SDSD S D SD SD SD SD SD INSTA L L 1 2 " H P S T O R M S D 8 3 . 9 9 L . F . @ 0 . 5 0 % S L O P E INSTALL SDCB #282 TOG=4873.81 FL(IN-E)=4868.25 FL(OUT-W)=4868.25 FL(IN-NE)=4868.25 IN S T A L L 1 2 " H P S T O R M S D 75 . 9 4 L . F . @ 4 . 4 8 % S L O P E INSTALL 3'X3' YD #288 TOG=4874.77 FL(OUT-SW)=4871.65 INSTALL 12" H P S T O R M S D 1 0 7 . 3 4 L . F . @ 0 . 5 0 % S L O P E IN S T A L L 1 2 " H P S T O R M S D 56 . 8 1 L . F . @ 4 . 3 1 % S L O P E INSTALL 3'X3' YD #287 TOG=4874.39 FL(OUT-S)=4871.24 INSTALL SDCB #281 TOG=4873.74 FL(IN-E)=4868.79 FL(OUT-W)=4868.79 FL(IN-N)=4868.79 INST A L L 1 2 " H P S T O R M S D 36.91 L . F . @ 1 . 8 7 % S L O P E IN S T A L L 1 2 " H P S T O R M S D 46 . 4 0 L . F . @ 0 . 5 0 % S L O P E INSTALL 12" HP STORM SD 51.67 L.F. @ 0.50% SLOPE INSTALL 3'X3' YD #286 TOG=4873.69 FL(OUT-W)=4870.57 INSTALL 3'X3' YD #285 TOG=4873.44 FL(OUT-E)=4870.32 INSTALL 1 2 " H P S T O R M S D 6 5 . 5 8 L . F . @ 0 . 5 0 % S L O P E 1 1 1 1 1 1 1 1 1 1 4 4 4 5 5 5 D D D HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #306 RIM=4874.05 FL(IN-N)=4869.81 FL(OUT-S)=4869.81 FL(IN-W)=4869.81 2 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #305 RIM=4874.60 FL(IN-E)=4871.30 FL(OUT-N)=4871.30 2 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED. 7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVE MINIMUM 1% SLOPE. 8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS. STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS. 2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG STANDARDS UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS.. CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN. 1 2 3 4 5 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-407 DRAINAGE PLAN SE E D R A W I N G C - 4 0 6 SE E D R A W I N G C - 4 0 6 SEE DRAWING C-404SEE DRAWING C-404 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x x x x x x x x EXIST BLG EXIST BLG D SD SD SD SD SD SD INSTALL 12" HP STORM SD 4.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FL(IN-SW)=4866.76 INSTALL SDCB #228 TOG=4873.24 FL(OUT-SE)=4869.27 FL(IN-NW)=4869.27 INSTALL 4' SDMH #229 RIM=4873.74 FL(IN-NW)=4869.22 FL(OUT-NE)=4866.80 IN S T A L L 1 2 " C L A S S I I I R C P - S D 9 8 . 4 8 L . F . @ 1 . 6 8 % S L O P E IN S T A L L 1 2 " C L A S S I I I R C P - S D 8 2 . 0 7 L . F . @ 1 . 0 0 % S L O P E INSTALL SDCB #227 TOG=4873.24 FL(OUT-NW)=4870.17 INSTALL SDCB #230 TOG=4873.37 FL(OUT-NW)=4871.00 OL D U . S . H I G H W A Y 1 9 1 487 4 487 3 487 4 487 4 48 7 3 48 7 3 48 7 4 487 4 4 8 7 3 1 1 1 4 5 48 7 3 487 3 48 7 4 487 4 487 3 48 7 4 487 4 FU T U R E PH A S E 1 D D D HEAD/GRATE NEENAH R-3067 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPEINSTALL 4' SDCO #295 RIM=4873.44 FL(IN-SE)=4870.13 FL(OUT-NE)=4870.13 2 INSTALL 12" CLASS III RCP-SD 4.02 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #294 RIM=4873.43 FL(OUT-SE)=4869.31 FL(IN-SW)=4869.31 FL(IN-NE)=4869.31 2 HEAD/GRATE NEENAH R-3067 HEAD/GRATE NEENAH R-3067 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPEINSTALL 4' SDCO #293 RIM=4873.55 FL(IN-SE)=4870.96 FL(OUT-SW)=4870.96 2 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL. 4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED. 7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVE MINIMUM 1% SLOPE. 8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES. 10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS. STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS. 2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG STANDARDS UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS.. CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN. 1 2 3 4 5 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-408 DRAINAGE PLAN KEYMAP NOT TO SCALE SE E D R A W I N G C - 4 0 6 SEE DRAWING C-405 SEE DRAWING C-405 10-30-18 EE GV WV WV WV WV WV x x x x x x x x x x x x x x x x x x x ss ohp x gggg g g g g g w w w w w w w w w w w w w w w w W W W W W W WWWWW W W W W WV G G G G G WV WV WV WV W W W WWWWWV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV W WV WV WV WV WV WV WV W V W V W V W W W H Y D H Y D H Y D HY D H Y D G G G G G G G G G G G G G G G G G G G G G GGGG G G G G G G G WV W V H Y D W W WVWV WV H Y D W V H Y D H Y D WV WWWWWWWW W W W W G G G W W W W W W W W W W W W W W W W W W W W W W WVWV WV WV W W W W W W W W WV W V GV W V WV WV WV WV WV WV WVWV WV H Y D H Y D H Y D G G G G G G G G W V WV H Y D H Y D H Y D HY D WV WV WV W G G G G G G G G G H Y D W W W W W W W W W W W W W W W WV WV WV WVWV W V W W W W W W W W W FF=4876.40 H Y D SS SS S S WW SS SS W SS W W W SS W SS W W W W W W S S S S W W W WWWWW W W W W W W W G G G G G G G G G G G G G G FF=4876.00 FF=4876.12 FF=4877.45 FF=4875.90 FF=4876.25 FF=4876.45 FF=4876.85 FF=4876.60 FF=4876.65 FF=4877.94 FF=4876.80 POOL & HOT TUB CLUBHOUSE LINDEN: BUILDING 11 TYPE-A (30 UNITS) ALDERWOOD: BUILDING 1 TYPE-A (30 UNITS) PONDERODSA: BUILDING 2 TYPE-A (30 UNITS) WHITEPINE: BUILDING 3 TYPE-B (20 UNITS) MAPLEWOOD: BUILDING 9 TYPE-A (30 UNITS) BIRCHWOOD: BUILDING 10 TYPE-A (30 UNITS) HAWTHORN: BUILDING 7 TYPE-A (30 UNITS) HAZELWOOD: BUILDING 4 TYPE-B (20 UNITS) HEMLOCK: BUILDING 8 TYPE-A (30 UNITS) BLACKOAK: BUILDING 5 TYPE-B (20 UNITS) HICKORY: BUILDING 6 TYPE-A (30 UNITS) CO BARN SS SS SS S S S S CO SS CO CO CO CO CO CO CO CO CO CO CO FF=4876.40 H Y D H Y D WV WV WV WV WV WV H Y D HY D H Y D WV H Y DWV HY D W V SS WV OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT SS CO W W FDC FDC FDC F D C FDC FDC FDC F D C FDC FDC F D C W V H YD S S S S S S S S S S S S S S S S S S S S S ss ss ss ss ss ss ss ss ss ss ss ss ssssss SSSS SS SS SS SS SS SS ssssss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uite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.80 80 40 80 160 C-500 OVERALL UTILITY PLAN 10-30-18 WV WV WV x x x x x x x x x x x x x x x x x x x x x ss ohpx x x ggggggggggggg w w w w w w w w w w w w w w w w w W W W W W W W W W V W W W W W G G G G G H Y D OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P S D S ss ss ss ss ss ss ss ssssssssssssssss EXIST. SSMH #104EX RIM=4875.04 FL(OUT-SW)=4862.72 FL(IN-E)=4862.72 EXIST. 12" SAN SWR 402.93 L.F. @ 0.24% SLOPE EXIST. 8" SAN SWR 369.01 L.F. @ 0.68% SLOPE D S D SD SD EXIST 16" WATER LINE EXIST 16" WATER LINE INSTALL 10" CL-50 D.I. WATER LINE INSTALL 8" CL-50 D.I. WATER LINE INSTALL 8" CL-50 D.I. WATER LINE INSTALL 45° BEND INSTALL 11.25° BEND HOT TAP EXISTING AND CONNECT TO EXISTING W/16"X10" STAINLESS STEEL TAPPING SLEEVE AND 10" GATE VALVE CONNECT TO EXISTING WATER LINE INSTALL 11.25° BEND INSTALL 22.5° BEND 8 4 10 10 10 OL D U . S . H I G H W A Y 1 9 1 ST E G E L M E I E R L A N E PH A S E 3 PH A S E 1 PHAS E 3 FUTU R E SD D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION. 8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES OR PIPES. 10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS. CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER TO BUILDING PER REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. 4" CL-50 D.I. FIRE LINE. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. SEE MECHANICAL PLANS FOR CONTINUATION. GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY). BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY. ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER DIRECTION). FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS). 7 8 9 1 2 3 4 5 6 10 11 12 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-501 UTILITY PLAN SEE DRAWING C-503SEE DRAWING C-503 SE E D R A W I N G C - 5 0 2 SE E D R A W I N G C - 5 0 2 KEYMAP NOT TO SCALE 10-30-18 EE GV x x x x x x x g gggggg g g g g g g g g g g g g g g g EXIST BLG EXIST BLG EXIST BLG EXIST BLG EXIST BLG G G W W W W W W W W W W W W W W W W W W W W W W W W W WVWV WV W W W W W W W W W W W W WV W V GV H Y D G G G G G G G W W W W W WV WVWV W V SS SS SS SS SS SS SS SS SS W W W W W W W W W S S S S S S S S S S S S S S W W W W W W G G G G G G G G G G G G G G G G G G CO W H Y D WV H Y D W V WV SD SD SD SD SD SD SD S D D SD F D C FDC DD D D SD SD SD SD SD SD SD SD SD SD S S S S ssssssssssssssssssssssssssssssssssssssss S S S S S S S S S S S S SS SS SS SS SS INSTALL 4' SSMH #122 RIM=4875.15 FL(OUT-E)=4866.46 EXIST. SSMH #105EX RIM=4874.84 FL(IN-E)=4865.24 FL(OUT-W)=4865.24 FL(IN-S)=4865.74 INSTALL 5' SSMH #121 RIM=4874.88 FL(OUT-N)=4866.10 FL(IN-W)=4866.20 INSTALL 5' SSMH #125 RIM=4874.94 FL(IN-E)=4866.37 FL(OUT-W)=4866.37 FL(IN-S)=4866.87 EXIST. 8" SAN SWR 52.74 L.F. @ 0.36% SLOPE EXIST. 8" SAN SWR 369.01 L.F. @ 0.68% SLOPE EXIST. 8" SAN SWR 309.21 L.F. @ 0.36% SLOPE INSTALL 8" SDR-35 PVC-SAN SWR 341.81 L.F. @ 0.40% SLOPE INSTALL 8" SDR-35 PVC-SAN SWR 90.43 L.F. @ 0.40% SLOPE INSTALL 8" SDR-35 PVC-SAN SWR 65.74 L.F. @ 0.40% SLOPE ST O N E B R I D G E S T R E E T STEGELMEIER LANE PHASE 3 FUTURE PH A S E 3 FU T U R E S D S D 2 1 1 22 INSTALL 10" CL-50 D.I. WATER LINE INSTALL 8" CL-50 D.I. WATER LINE INSTALL 10"x8" TEE WITH (2) 10" GATE VALVES AND (1) 8" GATE VALVE 4 INSTALL 10" CL-50 D.I. WATER LINE INSTALL 10" CL-50 D.I. WATER LINE INSTALL 10" TEE WITH (3) 10" GATE VALVES 4 INSTALL 10" GATE VALVE 3 7 3 9 9 54 INSTALL 8" TEE WITH (3) 8" GATE VALVES INSTALL 8" CL-50 D.I. WATER LINE INSTALL 8" CL-50 D.I. WATER LINE INSTALL 8" CL-50 D.I. WATER LINE 5 8 8 8 8 11 11 6 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION. 8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES OR PIPES. 10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS. CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER TO BUILDING PER REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. 4" CL-50 D.I. FIRE LINE. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. SEE MECHANICAL PLANS FOR CONTINUATION. GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY). BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY. ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER DIRECTION). FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS). 7 8 9 1 2 3 4 5 6 10 11 12 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-502 UTILITY PLAN SEE DRAWING C-504SEE DRAWING C-504 SE E D R A W I N G C - 5 0 1 SE E D R A W I N G C - 5 0 1 KEYMAP NOT TO SCALE 10-30-18 WV x x x x x x x x x x x x x x x x w w w w w w w w w w w w w w w w w w w w W W W W W W W W W W W W W W W W W W H Y D W W W W W W W W H Y D W W SS SS SS SS WW W W W W SS SS SS SS SS SS SS W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G FF=4876.45 FF=4876.80 MAPLEWOOD: BUILDING 9 TYPE-A (30 UNITS) BIRCHWOOD: BUILDING 10 TYPE-A (30 UNITS) CO CO H Y D WV WV WV WV OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P FD C F D C W V H Y D OL D U . S . H I G H W A Y 1 9 1 D D S D S D S D S D S D SD SD SD S D S D S D S D SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 1 7 INSTALL 8" SDR-35 PVC-SAN SWR 218.57 L.F. @ 0.40% SLOPE INSTALL 5' SSMH #109 RIM=4873.80 FL(IN-NE)=4863.15 FL(IN-SE)=4863.15 FL(OUT-SW)=4863.05 INSTALL 8" SDR-35 PVC-SAN SWR 202.50 L.F. @ 0.40% SLOPE INSTALL 8" SDR-35 PVC-SAN SWR 223.08 L.F. @ 0.40% SLOPE 1 7 EXIST. 12" SAN SWR 402.93 L.F. @ 0.24% SLOPE EXIST. 12" SAN SWR 316.78 L.F. @ 0.18% SLOPE EXIST. SSMH #103EX RIM=4874.02 FL(IN-NE)=4861.74 FL(OUT-SW)=4861.74 EXIST 16" WATER LINE INSTALL 8" CL-50 D.I. WATER LINE INSTALL 90° BEND HOT TAP EXISTING AND CONNECT TO EXISTING W/16"X8" STAINLESS STEEL TAPPING SLEEVE AND 8" GATE VALVE CONNECT TO EXISTING WATER LINE INSTALL 22.5° BEND 3 5 7 7 3 5 EXIST 16" WATER LINE 4 INSTALL 8" CL-50 D.I. WATER LINE INSTALL 8" CL-50 D.I. WATER LINE INSTALL 22.5° BEND 4 INSTALL 8" CROSS WITH 8" GATE VALVE INSTALL 8" CL-50 D.I. WATER LINE 9 8 8 PH A S E 1 PH A S E 3 INSTALL 4' SSMH #110 RIM=4874.81 FL(OUT-SW)=4864.0210 10 10 PH A S E 3 PH A S E 1 4 SD SD SD SD 12 12 4 D D D D D D 6 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION. 8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES OR PIPES. 10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS. CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER TO BUILDING PER REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. 4" CL-50 D.I. FIRE LINE. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. SEE MECHANICAL PLANS FOR CONTINUATION. GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY). BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY. ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER DIRECTION). FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS). 7 8 9 1 2 3 4 5 6 10 11 12 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft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uite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-504 UTILITY PLAN SEE DRAWING C-507SEE DRAWING C-507 SE E D R A W I N G C - 5 0 3 SE E D R A W I N G C - 5 0 3 SEE DRAWING C-502SEE DRAWING C-502 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x x x x x x w w w w w w w w w w w w w w w w WV WV WV OH P OH P OH P OH P OH P OH P OH P O OH P OH P OH P OH P D D SD SD SD SD SD S S ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss SS SS SS EXIST. 12" SAN SWR 316.78 L.F. @ 0.18% SLOPE INSTALL 5' SSMH #107 RIM=4873.67 FL(IN-NE)=4861.16 FL(OUT-SW)=4861.16 FL(IN-SE)=4861.66 INSTALL 12" SDR-35 PVC-SAN SWR 139.76 L.F. @ 0.22% SLOPE EXIST. 12" SAN SWR 80.65 L.F. @ 0.18% SLOPE EXIST. SSMH #102EX RIM=4874.11 FL(IN-NE)=4861.01 FL(OUT-SW)=4861.01 EXIST. 12" SAN SWR 397.95 L.F. @ 0.24% SLOPE 2 INSTALL 16"X10" TEE WITH (2) 16" BUTTERFLY VALVES AND (1) 10" GATE VALVE CONNECT TO EXISTING WATER LINE EXIST 16" WATER LINE OL D U . S . H I G H W A Y 1 9 1 PH A S E 1 FU T U R E 10 10 D D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION. 8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES OR PIPES. 10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS. CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER TO BUILDING PER REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. 4" CL-50 D.I. FIRE LINE. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. SEE MECHANICAL PLANS FOR CONTINUATION. GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY). BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY. ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER DIRECTION). FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS). 7 8 9 1 2 3 4 5 6 10 11 12 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-505 UTILITY PLAN SEE DRAWING C-508SEE DRAWING C-508 SE E D R A W I N G C - 5 0 6 SE E D R A W I N G C - 5 0 6 SE E D R A W I N G C - 5 0 3 KEYMAP NOT TO SCALE 10-30-18 w w w w G G G G G G G G G G G G G G G G G G G G G G W W W W H Y D W W WV W V WV WVWV WV WV H Y D W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS W W W W W W W W W W W W W W W W W SS W W W W W W G G G G G G G G G FF=4876.25 FF=4876.60 HAWTHORN: BUILDING 7 TYPE-A (30 UNITS) HEMLOCK: BUILDING 8 TYPE-A (30 UNITS) CO CO WV H Y D SS SS SS SS SS SS OH P OH P OH P OH P OH P OH P SS SS SS SS SS SS SS SS SS CO W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD D SD SD D SD SD SD SD SD FDC FD C D D D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS INSTALL 5' SSMH #108 RIM=4875.21 FL(IN-SE)=4862.02 FL(OUT-NW)=4861.97 FL(IN-NE)=4862.24 INSTALL 4' SSMH #113 RIM=4875.01 FL(IN-SE)=4862.56 FL(OUT-NW)=4862.51 INSTALL 4' SSMH #111 RIM=4874.49 FL(OUT-NW)=4864.04 FL(IN-E)=4864.09 INST A L L 1 2 " S D R - 3 5 P V C - S A N S W R 2 6 4 . 1 6 L . F . @ 0 . 2 2 % S L O P E IN S T A L L 1 2 " S D R - 3 5 P V C - S A N S W R 2 2 3 . 0 8 L . F . @ 0 . 2 2 % S L O P E IN S T A L L 8 " S D R - 3 5 P V C - S A N S W R 2 2 3 . 0 8 L . F . @ 0 . 4 0 % S L O P E INSTALL 8" SDR-35 PVC-SAN SWR 270.29 L.F. @ 0.40% SLOPE INSTALL 12" SDR-35 PVC-SAN SWR 139.76 L.F. @ 0.22% SLOPE IN S T A L L 8 " S D R - 3 5 P V C - S A N S W R 2 0 2 . 5 0 L . F . @ 0 . 4 0 % S L O P E 1 1 7 7 INSTALL 4' SSMH #114 RIM=4874.58 FL(IN-E)=4863.19 FL(OUT-NW)=4863.14 INSTALL 8" CL-50 D.I. WATER LINE INSTALL 16"X10" TEE WITH (2) 16" BUTTERFLY VALVES AND (1) 10" GATE VALVE CONNECT TO EXISTING WATER LINE 7 3 5 4INSTALL 8" CL-50 D.I. WATER LINE INSTALL 8" CL-50 D.I. WATER LINE 7 3 5 4 6 INSTALL 8" CL-50 D.I. WATER LINE INSTALL 10"x8" CROSS WITH (2) 10" GATE VALVES AND (2) 8" GATE VALVE INSTALL 10" CL-50 D.I. WATER LINE INSTALL 10" CL-50 D.I. WATER LINE 8OL D U . S . H I G H W A Y 1 9 1 PHA S E 1 FUT U R E TH O M S O N F A R M S R O A D 1 D SD SD SD SD SD 12 12 D D D D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION. 8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES OR PIPES. 10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS. CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER TO BUILDING PER REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. 4" CL-50 D.I. FIRE LINE. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. SEE MECHANICAL PLANS FOR CONTINUATION. GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY). BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY. ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER DIRECTION). FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS). 7 8 9 1 2 3 4 5 6 10 11 12 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-506 UTILITY PLAN SEE DRAWING C-503SEE DRAWING C-503 SE E D R A W I N G C - 5 0 7 SE E D R A W I N G C - 5 0 7 SE E D R A W I N G C - 5 0 5 SE E D R A W I N G C - 5 0 5 SE E D R A W I N G C - 5 0 8 KEYMAP NOT TO SCALE 10-30-18 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION. 8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES OR PIPES. 10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS. CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER TO BUILDING PER REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. 4" CL-50 D.I. FIRE LINE. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. SEE MECHANICAL PLANS FOR CONTINUATION. GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY). BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY. ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER DIRECTION). FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS). 7 8 9 1 2 3 4 5 6 10 11 12 WV G G G G GGGGGGGGGGGGGGG G G G G W W W W W W W W W W W W W W W WV WV WV WV G G G G G G G G G G G G G G G G W V H Y D H Y D WV WV WV G G G G G G G G G G G G G G G H Y D W W W W W W W W W W W W W W W W W W W W W W W W WV W W W W W W W W W W W W W W W W W W W FF=4876.40 SS SS SS SS SS SSSSSSSSSSSS W W W W W W W W W W W W W W W W W W W W W W SS SS SS GGG G G G G G G G G G G G FF=4876.00 FF=4876.12 FF=4875.90 FF=4876.65 CLUBHOUSE LINDEN: BUILDING 11 TYPE-A (30 UNITS) HAZELWOOD: BUILDING 4 TYPE-B (20 UNITS) BLACKOAK: BUILDING 5 TYPE-B (20 UNITS) HICKORY: BUILDING 6 TYPE-A (30 UNITS) CO SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S CO CO CO CO WV H Y D SS SS CO W W W W W W W W WW FD C FDC F D C D D D S D S D SD S D SD SD SD SD SD SD SD SD SD SD SDSDSD SD S S S S S SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S INSTALL 4' SSMH #112 RIM=4874.49 FL(OUT-W)=4865.17 INSTALL 5' SSMH #116 RIM=4874.99 FL(IN-E)=4865.11 FL(OUT-W)=4864.31 FL(IN-S)=4865.11 FL(IN-N)=4865.11 INSTALL 4' SSMH #119 RIM=4874.71 FL(OUT-S)=4866.45 FL(IN-E)=4866.50 INSTALL 4' SSMH #115 RIM=4874.23 FL(IN-E)=4863.82 FL(OUT-W)=4863.77 PLUG, CAP, AND MARK FOR FUTURE CONNECTION #118 RIM=4865.92 FL(OUT-N)=4865.19 PLUG, CAP, AND MARK FOR FUTURE CONNECTION #120 RIM=4867.30 FL(OUT-W)=4866.58 PLUG, CAP, AND MARK FOR FUTURE CONNECTION #117 RIM=4866.07 FL(OUT-W)=4865.17 INSTALL 10" SDR-35 PVC-SAN SWR 20.00 L.F. @ 0.28% SLOPE INSTALL 12" SDR-35 PVC-SAN SWR 224.23 L.F. @ 0.22% SLOPE INSTALL 12" S D R - 3 5 P V C - S A N S W R 2 6 4 . 1 6 L . F . @ 0 . 2 2 % S L O P E INSTALL 8" SDR-35 PVC-SAN SWR 270.29 L.F. @ 0.40% SLOPE INSTALL 8" SDR-35 PVC-SAN SWR 20.00 L.F. @ 0.40% SLOPE INSTALL 8" SDR-35 PVC-SAN SWR 20.00 L.F. @ 0.40% SLOPE IN S T A L L 8 " S D R - 3 5 P V C - S A N S W R 3 3 3 . 9 8 L . F . @ 0 . 4 0 % S L O P E ST O N E B R I D G E S T R E E T PH A S E 2 FU T U R E THOMSON FARMS ROAD PHASE 2 FUTURE PH A S E 1 PH A S E 2 SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD D D 1 7 1 7 1 7 7 7 1 1 INSTALL 8" CL-50 D.I. WATER LINE INSTALL 90° BEND INSTALL 10" CROSS WITH (2) 10" GATE VALVES INSTALL 8" CL-50 D.I. WATER LINE INSTALL 8" CL-50 D.I. WATER LINE INSTALL 8" CL-50 D.I. WATER LINE INSTALL 10" CL-50 D.I. WATER LINE INSTALL 10" CL-50 D.I. WATER LINE 4 6 3 5 35 4 7 7 3 7 75 3 8 8 8 6 6 INSTALL 8" TEE WITH (3) 8" GATE VALVES 4 INSTALL 10" GATE VALVE INSTALL 10" GATE VALVE 6 4 8 8 FUTURE WATER LINE FUTURE WATER LINE 5 12 12 12 INSTALL 8" GATE VALVE 9 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-507 UTILITY PLAN SE E D R A W I N G C - 5 0 5 SE E D R A W I N G C - 5 0 5 SEE DRAWING C-504SEE DRAWING C-504 KEYMAP NOT TO SCALE 10-30-18 W V x x x x x x x x x x x x x x x x x x x x ohp oh p oh p oh p ohp ohp ohp ohp x x x w w w w w w w w w w w w w w w EXIST BLG EXIST BLG WV W V H Y D W W W H Y D OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P D SD SD SD SD SD SD S ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss EXIST. SSMH #101EX RIM=4873.37 FL(IN-NE)=4860.04 FL(OUT-SW)=4860.04 EXIST. 12" SAN SWR 397.95 L.F. @ 0.24% SLOPE EXIST. 12" SAN SWR 403.74 L.F. @ 0.23% SLOPE 4 EXIST 12" WATER LINE EXIST 12" WATER LINE OL D U . S . H I G H W A Y 1 9 1 PH A S E 1 FU T U R E 10 10 10 10 10 D D D 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. 3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION. 8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS. 9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES OR PIPES. 10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS. CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER TO BUILDING PER REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. 4" CL-50 D.I. FIRE LINE. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. SEE MECHANICAL PLANS FOR CONTINUATION. GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY). BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY. ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER DIRECTION). FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS). 7 8 9 1 2 3 4 5 6 10 11 12 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.20 20 10 20 40 C-508 UTILITY PLAN SEE DRAWING C-505SEE DRAWING C-505 SE E D R A W I N G C - 5 0 6 KEYMAP NOT TO SCALE 10-30-18 x x x x x x x x x x x x x x x x x x x x x FF=4876.40 FF=4876.00 FF=4876.12 FF=4877.45 FF=4875.90 FF=4876.25 FF=4876.45 FF=4876.85 FF=4876.60 FF=4876.65 FF=4877.94 FF=4876.80 POOL & HOT TUB CLUBHOUSE LINDEN: BUILDING 11 TYPE-A (30 UNITS) ALDERWOOD: BUILDING 1 TYPE-A (30 UNITS) PONDERODSA: BUILDING 2 TYPE-A (30 UNITS) WHITEPINE: BUILDING 3 TYPE-B (20 UNITS) MAPLEWOOD: BUILDING 9 TYPE-A (30 UNITS) BIRCHWOOD: BUILDING 10 TYPE-A (30 UNITS) HAWTHORN: BUILDING 7 TYPE-A (30 UNITS) HAZELWOOD: BUILDING 4 TYPE-B (20 UNITS) HEMLOCK: BUILDING 8 TYPE-A (30 UNITS) BLACKOAK: BUILDING 5 TYPE-B (20 UNITS) HICKORY: BUILDING 6 TYPE-A (30 UNITS) BARN FF=4876.40 4875 4875 4875 4875 4875 4876 48 7 5 4 8 7 4 4 8 7 3 48 7 2 487 5 48 7 5 487 3 487 3 48 7 4 487 4 4 8 7 6 487 5 48 7 5 4875 4 8 7 5 48 7 5 48 7 5 4875 4875 4 8 7 5 48 7 5 4875 4874 4 8 7 5 4 8 7 5 4 8 7 5 487 4 4875 4 8 7 5 487 6 487 5 48 7 5 487 4 4873 4874 4 8 7 5 48 7 4 4874 4 8 7 4 48 7 4 4873 4874 48 7 5 487 4 48 7 5 487 4 4875 4 8 7 5 4875 48 7 6 48 7 5 4873 4873 D D D D D D D D D D D D D D D D D D S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F 1 1 1 TYP TYP TYP 2 SUGGESTED TOILET, STOCKPILES LOCATION, STAGING, DUMPSTER AND MATERIALS STORAGE AREA SU G G E S T E D T O I L E T , S T O C K P I L E S LO C A T I O N , S T A G I N G , D U M P S T E R AN D M A T E R I A L S S T O R A G E A R E A 3 5 3 5 6 6 1 TYP 1 TYP 1 TYP FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT 2 TYP 2 TYP 2 TYP OL D U . S . H I G H W A Y 1 9 1 THOMSON FARMS R O A D ST O N E B R I D G E S T R E E T STEGELMEIER LANE 4 D D D D D D D D D D D D D D D D D D D D SD SD SD S D 1.THIS PLAN IS DESIGNED AS A FIRST APPRAISAL OF NECESSARY MEANS TO PROTECT THE WATERS OF THE STATE FROM POTENTIAL POLLUTION. IT IS THE RESPONSIBILITY OF THE OWNER/OPERATOR TO ADD WARRANTED BEST MANAGEMENT PRACTICES (BMP'S) AS NECESSARY, MODIFY THOSE SHOWN AS APPROPRIATE, AND DELETE FROM THE PROJECT THOSE FOUND TO BE UNNECESSARY. FEDERAL AND STATE LAW ALLOWS THESE UPDATES TO BE MADE BY THE OWNER/OPERATOR ONSITE AND RECORDED BY THE OWNER/OPERATOR ON THE COPY OF THE SWPPP KEPT ONSITE. 2.DISTURBED LAND SHALL BE KEPT TO A MINIMUM. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. HOWEVER, WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. 3.RESEED DISTURBED LAND WITH NATIVE GRASS MIXTURE WITHIN 14 CALENDAR DAYS OF ACHIEVEMENT OF FINISH GRADE TO STABILIZE SOILS IF LAND IS NOT TO BE RE-WORKED WITHIN 14 CALENDAR DAYS OF THE CESSATION OF CONSTRUCTION ACTIVITIES AT THAT LOCATION. 4.DETAILS SHOWN ARE TO BE EMPLOYED TO PROTECT RUNOFF AS APPROPRIATE DURING CONSTRUCTION. NOT ALL DETAILS ARE NECESSARY AT ALL PHASES OF THE PROJECT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER/OPERATOR TO USE APPROPRIATE BEST MANAGEMENT PRACTICES AT THE APPROPRIATE PHASE OF CONSTRUCTION. SEE SWPPP FOR BMP IMPLEMENTATION SCHEDULE. 5.VARIOUS BEST MANAGEMENT PRACTICES HAVE BEEN SHOWN ON THE PLANS AT SUGGESTED LOCATIONS. THE CONTRACTOR MAY MOVE AND RECONFIGURE THESE BMP'S TO OTHER LOCATIONS IF PREFERRED, PROVIDED THE INTENT OF THE DESIGN IS PRESERVED. 6.NOT ALL POSSIBLE BMP'S HAVE BEEN SHOWN. THE CONTRACTOR IS RESPONSIBLE TO APPLY CORRECT MEASURES TO PREVENT THE POLLUTION OF STORM WATER PER PROJECT SWPPP. 7.A NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL CONSTRUCTION ACTIVITIES 1 ACRE OR MORE. GENERAL NOTES SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: INLET PROTECTION PER DETAIL 5/C-700. SILT FENCE PER DETAIL 6/C-700. PORTABLE TOILET PER DETAIL 3/C-700 VEHICLE WASHDOWN AND STABILIZED CONSTRUCTION ENTRANCE PER DETAIL 4/C-700. SUGGESTED TEMPORARY CONSTRUCTION SITE PARKING, STAGING, DUMPSTER, AND MATERIAL STORAGE AREA. SUGGESTED STOCKPILE AREA. 1 2 3 4 5 6 CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.60 60 30 60 120 C-600 EROSION CONTROL PLAN REVISION SCHEDULE NUMBER DATE AUTHOR COMPANY REPRESENTATIVE SIGNATURE 1 2 3 4 5 6 7 8 9 10 11 12 10-30-18 x x x x x x x x x x x x x x x x x x x x x x EXIST BLG EXIST BLG EXIST BLG EXIST BLG EXIST BLG EXIST BLG EXIST BLG EXIST BLG EXIST BLG EXIST BLG BARQUS LLC LOREN L STEGELMEIER FAMILY AMY MCDOUGALL BARQUS LLC AMY MCDOUGALL BARQUS LLC THOMAS H GOE POOL & HOT TUB CLUBHOUSE LINDEN: BUILDING 11 TYPE-A (30 UNITS) ALDERWOOD: BUILDING 1 TYPE-A (30 UNITS) PONDERODSA: BUILDING 2 TYPE-A (30 UNITS) WHITEPINE: BUILDING 3 TYPE-B (20 UNITS) MAPLEWOOD: BUILDING 9 TYPE-A (30 UNITS) BIRCHWOOD: BUILDING 10 TYPE-A (30 UNITS) HAWTHORN: BUILDING 7 TYPE-A (30 UNITS) HAZELWOOD: BUILDING 4 TYPE-B (20 UNITS) HEMLOCK: BUILDING 8 TYPE-A (30 UNITS) BLACKOAK: BUILDING 5 TYPE-B (20 UNITS) HICKORY: BUILDING 6 TYPE-A (30 UNITS) BARN FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT PP- 1 PP-2 P P - 3 P P - 4 PP-5 PP-6STEGELMEIER LANE OL D U . S . H I G H W A Y 1 9 1 TH O M S O N F A R M R O A D ST O N E B R I D G E S T R E E T 1.THIS PLAN IS DESIGNED AS A FIRST APPRAISAL OF NECESSARY MEANS TO PROTECT THE WATERS OF THE STATE FROM POTENTIAL POLLUTION. IT IS THE RESPONSIBILITY OF THE OWNER/OPERATOR TO ADD WARRANTED BEST MANAGEMENT PRACTICES (BMP'S) AS NECESSARY, MODIFY THOSE SHOWN AS APPROPRIATE, AND DELETE FROM THE PROJECT THOSE FOUND TO BE UNNECESSARY. FEDERAL AND STATE LAW ALLOWS THESE UPDATES TO BE MADE BY THE OWNER/OPERATOR ONSITE AND RECORDED BY THE OWNER/OPERATOR ON THE COPY OF THE SWPPP KEPT ONSITE. 2.DISTURBED LAND SHALL BE KEPT TO A MINIMUM. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. HOWEVER, WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. 3.RESEED DISTURBED LAND WITH NATIVE GRASS MIXTURE WITHIN 14 CALENDAR DAYS OF ACHIEVEMENT OF FINISH GRADE TO STABILIZE SOILS IF LAND IS NOT TO BE RE-WORKED WITHIN 14 CALENDAR DAYS OF THE CESSATION OF CONSTRUCTION ACTIVITIES AT THAT LOCATION. 4.DETAILS SHOWN ARE TO BE EMPLOYED TO PROTECT RUNOFF AS APPROPRIATE DURING CONSTRUCTION. NOT ALL DETAILS ARE NECESSARY AT ALL PHASES OF THE PROJECT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER/OPERATOR TO USE APPROPRIATE BEST MANAGEMENT PRACTICES AT THE APPROPRIATE PHASE OF CONSTRUCTION. SEE SWPPP FOR BMP IMPLEMENTATION SCHEDULE. 5.VARIOUS BEST MANAGEMENT PRACTICES HAVE BEEN SHOWN ON THE PLANS AT SUGGESTED LOCATIONS. THE CONTRACTOR MAY MOVE AND RECONFIGURE THESE BMP'S TO OTHER LOCATIONS IF PREFERRED, PROVIDED THE INTENT OF THE DESIGN IS PRESERVED. 6.NOT ALL POSSIBLE BMP'S HAVE BEEN SHOWN. THE CONTRACTOR IS RESPONSIBLE TO APPLY CORRECT MEASURES TO PREVENT THE POLLUTION OF STORM WATER PER PROJECT SWPPP. 7.A NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL CONSTRUCTION ACTIVITIES 1 ACRE OR MORE. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) HORZ: 1 inch = ft.80 80 40 80 160 PP-0 PLAN AND PROFILE KEY MAP 10-30-18 Sx x x x x x ss ss ss ss ss w w w w w w G G G G G G G G G G G G G G G G G G G G WV WVWV H Y D W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W OH P OH P OH P OH P OH P S D SD SD SD SD SD SD SD S S S S ss ss ss ss ss SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSS SS SS 9+ 5 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 1 5 + 0 0 PC : 1 3 + 3 4 . 0 8 BV C : 1 1 + 7 3 . 9 7 EV C : 1 2 + 3 3 . 9 7 BV C : 1 3 + 2 0 EV C : 1 3 + 8 0 BV C : 1 4 + 1 8 . 4 9 E V C : 1 4 + 7 8 . 4 9 PV I : 1 0 + 7 0 . 5 1 PV I : 1 2 + 0 3 . 9 7 PV I : 1 3 + 5 0 P V I : 1 4 + 4 8 . 4 9 10 + 5 0 11 + 5 0 12 + 5 0 1 4 + 5 0 1 5 + 5 0 75.28 75.28 74.98 74.98 75.33 75 . 3 5 75.03 74.82 L.P.75.03 75.01 74.82 L.P.75.03 74 . 9 3 75.14 75.01 75.14 74.86 D D SD 74 . 8 1 74 . 8 1 74. 9 2 75.04 75.16 7 4 . 9 0 75. 0 0 75.10 7 4 . 7 3 7 4 . 1 2 73.60 73.78 74.86 7 4 . 7 1 74 . 7 1 INSTALL 12" SDR-35 PVC-SAN S W R 11+11 (0.00 ) INSTALL 5' SSMH #108 INSTALL 12" SDR-35 PVC-SA N S W R 13+34.08 (0.00 ) INSTALL 4' SSMH #113 INSTALL 8" SDR-35 PVC-SAN SWR 202.50 L.F. @ 0.40% SLOPE EXIST. 12" SAN SWR 80.65 L.F. @ 0.18% SLOPE 10+72.50 (31.00 R) INSTALL 4' SDMH #236 RIM=4874.89 FL(OUT-SE)=4867.95 FL(IN-NE)=4870.72 INSTALL 12" CLASS III RCP-SD 52.00 L.F. @ 1.00% SLOPE 10+72.51 (26.00 L) INSTALL SDCB #234 TOG=4874.39 FL(OUT-SW)=4871.29 10+72.50 (26.00 R) INSTALL SDCB #235 INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE 12+44 (26.00 R) INSTALL SDCB #237 INSTALL 12" CLASS III RCP-SD 13+50 (26.00 R) INSTALL SDCB #239 INSTALL 12" CLASS III RCP-SD 48.00 L.F. @ 1.17% SLOPE 13+50 (31.00 R) INSTALL 4' SDMH #240 RIM=4874.89 FL(OUT-SE)=4867.93 FL(IN-NE)=4870.63 13+50 (26.00 L) INSTALL SDCB #238 TOG=4874.40 FL(OUT-SW)=4871.28 INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE 9+71.24 (0.00 ) INSTALL 5' SSMH #107 RIM=4873.67 FL(OUT-SW)=4861.16 FL(IN-NE)=4861.16 FL(IN-SE)=4861.66 EXIST. 12" SAN SWR 316.78 L.F. @ 0.18% SLOPE INSTALL 5' SIDEWALK 4 5 5 1 3 3 INSTALL 5' SIDEWALK FUTURE 5' SIDEWALK FUTURE CURB & GUTTER FUTURE CURB & GUTTER FUTURE 5' SIDEWALK INSTALL 5' SIDEWALK 15+44.72 (26.00 L) INSTALL SDCB #241 TOG=4874.32 FL(OUT-S)=4871.21 INSTALL 12" CLASS III RCP-SD 48.11 L.F. @ 1.17% SLOPE 10+24.13 (31.50 L) INSTALL 16"x10" TEE WITH (2) 16" BUTTERFLY VALVES AND (1) 10" GATE VALVE 15+48.20 (26.00 R) INSTALL SDCB #242 1 1 EX I S T . 1 2 " W A T E R L I N E HEMLOCK: BLDG 8 HAWTHORN: BLDG 7 SEE UTILITY PLANS FOR DESIGN INFORMATION SAW CUT AND PATCH PAVEMENT TO THE CITY OF REXBURG STANDARDS OL D U . S . H W Y 1 9 1 75.52 H.P. 75.52 H.P. 75.23 H.P. H.P. 75.23 2 2 2 EDGE OF PROPOSED ASPHALT PHASE 1 FUTURE INSTALL 10" CL-52 D.I. WATER L I N E75.43 75.43 75.43 75.43 74.8474.91 74.8474.8474.91 74.91 74.91 75.14 75.14 D D D D INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE 13+49.98 (22.00 R) INSTALL 4' SDCO #308 TOG=4874.55 FL(IN-NE)=4870.72 FL(OUT-SW)=4870.72 FL(IN-NW)=4870.72 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE 12+44.02 (22.00 R) INSTALL 4' SDCO #309 RIM=4875.09 FL(OUT-SE)=4871.78 FL(IN-SW)=4871.78 15+47.95 (22.00 R) INSTALL 4' SDCO #307 RIM=4874.45 FL(OUT-E)=4870.65 FL(IN-N)=4870.65 FL(IN-S)=4870.65 INSTALL 12" CLASS III RCP-SD 4.01 L.F. @ 1.00% SLOPE 4852 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 4852 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 48 7 3 . 8 48 7 4 . 9 48 7 5 . 8 48 7 5 . 3 8 48 7 5 . 0 48 7 5 . 2 2 48 7 3 . 3 48 7 5 . 0 6 48 7 3 . 3 48 7 5 . 0 3 48 7 3 . 3 48 7 5 . 1 5 48 7 3 . 4 48 7 5 . 2 7 48 7 3 . 6 48 7 5 . 3 9 48 7 3 . 6 48 7 5 . 5 1 48 7 3 . 7 48 7 5 . 6 3 48 7 3 . 8 48 7 5 . 6 8 48 7 3 . 8 48 7 5 . 6 6 48 7 3 . 8 48 7 5 . 5 6 48 7 3 . 8 48 7 5 . 4 4 48 7 3 . 9 48 7 5 . 3 2 48 7 3 . 9 48 7 5 . 2 0 48 7 3 . 9 48 7 5 . 0 8 48 7 3 . 9 48 7 5 . 0 0 48 7 3 . 9 48 7 5 . 0 0 48 7 3 . 9 48 7 5 . 0 8 48 7 3 . 9 48 7 5 . 2 0 48 7 3 . 4 48 7 5 . 3 2 48 7 3 . 4 48 7 5 . 3 9 48 7 3 . 5 48 7 5 . 3 8 48 7 3 . 5 48 7 5 . 3 0 48 7 3 . 6 48 7 5 . 1 8 48 7 3 . 5 48 7 5 . 0 6 48 7 3 . 5 48 7 4 . 9 4 48 7 3 . 4 48 7 4 . 8 8 48 7 3 . 4 0.80%0.60%0.60%0.60%0.60% ST A : 1 0 + 1 6 . 7 6 EL E V . = 4 8 7 5 . 4 0 ST A : 1 0 + 7 0 . 5 1 EL E V . = 4 8 7 4 . 9 7 HIGH POINT ELEV.=4875.68 HIGH POINT STA=12+03.97 PVI STA=12+03.97 PVI ELEV=4875.77 K=50.00 60.00' VC ST A : 1 1 + 7 3 . 9 7 EL E V . = 4 8 7 5 . 5 9 ST A : 1 2 + 3 3 . 9 7 EL E V . = 4 8 7 5 . 5 9 HIGH POINT ELEV.=4875.40 HIGH POINT STA=14+48.49 PVI STA=14+48.49 PVI ELEV=4875.49 K=50.00 60.00' VC ST A : 1 4 + 1 8 . 4 9 EL E V . = 4 8 7 5 . 3 1 ST A : 1 4 + 7 8 . 4 9 EL E V . = 4 8 7 5 . 3 1 0.80%0.60%0.60%0.60%0.60% ST A : 1 0 + 1 6 . 7 6 EL E V . = 4 8 7 5 . 4 0 ST A : 1 0 + 7 0 . 5 1 EL E V . = 4 8 7 4 . 9 7 LOW POINT ELEV.=4874.99 LOW POINT STA=13+50 PVI STA=13+50 PVI ELEV=4874.90 K=50.00 60.00' VC ST A : 1 3 + 2 0 EL E V . = 4 8 7 5 . 0 8 ST A : 1 3 + 8 0 EL E V . = 4 8 7 5 . 0 8 FINISH GRADE AT CENTERLINE EXIST GRADE AT CENTERLINE FL(In-NE)=4861.16 FL(In-SE)=4861.66 FL(Out-SW)=4861.16 INSTALL 12" SDR-35 PVC-SAN SWR 223.08 L.F. @ 0.22% SLOPE FL(In-SE)=4862.02 FL(In-NE)=4862.24 FL(Out-NW)=4861.97 INSTALL 12" SDR-35 PVC-SAN SWR 139.76 L.F. @ 0.22% SLOPE INSTALL 12" SDR-35 PVC-SAN SWR 264.16 L.F. @ 0.22% SLOPE FL(In-SE)=4862.56 FL(Out-NW)=4862.51 9+ 7 1 . 2 4 ( 0 . 0 0 ) IN S T A L L 5 ' S S M H # 1 0 7 RI M = 4 8 7 3 . 6 7 11 + 1 1 ( 0 . 0 0 ) IN S T A L L 5 ' S S M H # 1 0 8 RI M = 4 8 7 5 . 2 1 13 + 3 4 . 0 8 ( 0 . 0 0 ) IN S T A L L 4 ' S S M H # 1 1 3 RI M = 4 8 7 5 . 0 1 INSTALL 12" CLASS III RCP-SD 106.32 L . F . @ 1 . 0 0 % S L O P E FL(Out-NE)=4871.82 FL(In-NE)=4870.68 FL(Out-SW)=4870.68 12 + 4 4 ( 2 6 . 0 0 R ) IN S T A L L S D C B # 2 3 7 TO G = 4 8 7 4 . 9 4 13 + 5 0 ( 2 6 . 0 0 R ) IN S T A L L S D C B # 2 3 9 TO G = 4 8 7 4 . 4 0 INSTALL 10" CL-52 D.I. WATER LINE 5' M I N . C O V E R FL(In-NE)=4870.77 FL(Out-SW)=4870.77 10 + 7 2 . 5 0 ( 2 6 . 0 0 R ) IN S T A L L S D C B # 2 3 5 TO G = 4 8 7 4 . 3 9 15 + 4 8 . 2 0 ( 2 6 . 0 0 R ) IN S T A L L S D C B # 2 4 2 TO G = 4 8 7 4 . 3 0 FL(Out-N)=4870.69 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. 30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER SYSTEM. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. 1 2 3 4 5 6 7 8 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK PP-1 PLAN AND PROFILE THOMSON FARMS ROAD EX I S T I N G E L E V @ C L DE S I G N E L E V @ C L THOMSON FARMS ROAD 0 HORIZONTAL GRAPHIC SCALE ( IN FEET ) HORZ: 1 inch = ft. VERT: 1 inch = ft. 20 20 10 20 40 4 KEYMAP NOT TO SCALE M A T C H L I N E S E E D R A W I N G P P - 2 MATCHLINE SEE OVERALL DWGS FOR DESIGN MATCHLINE SEE OVERALL DWGS FOR DESIGN 10-30-18 H Y D G G G G G G G G G G G G GGGGG G G G G G G G W W W G W W W W W WWV WV W V W V WVWV WV G G G G WV H Y D G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W H Y D SD SD SD SD S D SD SD SD S S S SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS S S S S 17 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 P T : 1 8 + 6 3 . 9 4 BV C : 1 6 + 0 0 EV C : 1 6 + 6 0 BV C : 1 7 + 0 2 . 8 2 EV C : 1 7 + 6 2 . 8 2 B V C : 1 8 + 8 2 . 3 8 E V C : 1 9 + 4 2 . 3 8 PV I : 1 6 + 3 0 PV I : 1 7 + 3 2 . 8 2 P V I : 1 9 + 1 2 . 3 8 15 + 5 0 16 + 5 0 17 + 5 0 1 8 + 5 0 1 9 + 5 0 2 0 + 5 0 74 . 7 3 73.78 73.78 74 . 3 3 74.41 74.65 74.45 74.15 74.06 74 . 7 1 74 . 3 4 74.41 74.65 74.45 74.15 74.06 74.00 74.00 74.30 74.30 7 4 . 5 7 7 4 . 5 7 74.30 74.60 74.50 74.86 74.50 74.60 74.30 D D SD SD SD D INSTA L L 1 2 " S D R - 3 5 P V C - S A N S W R INSTALL 12" CLASS III RCP-SD 48.11 L.F. @ 1.17% SLOPE INSTALL 12" SDR-35 PVC-SAN SWR INSTALL 12" CLASS III RCP-SD 48.00 L.F. @ 2.02% SLOPEINSTALL 12 " C L A S S I I I R C P - S D INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE INSTALL 12" SDR-3 5 P V C - S A N S W R INSTALL 12" CLASS III RCP-SD 52.00 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE INSTALL 10" SDR-35 PVC-SAN SWR 1 INSTALL 5' SIDEWALK INSTALL 5' SIDEW A L K 1 3 4 4 3 3 FUTURE 5' SIDEWALK FUTURE CURB & GUTTER FUTURE 5' SIDEWAL K FUTURE CURB & GU T T E R 15+78.89 (31.50 L) INSTALL 10"x8" CROSS WITH (2) 10" GATE VALVES AND (2) 8" GATE VALVE 21+14.36 (31.49 L) INSTALL 10" CROSS WITH (2) 10" GATE VALVES 2 2 2 HICKORY: BLDG 6 SEE UTILITY PLANS FOR DESIGN INFORMATION 74.32 L.P. 74.32 L.P. 74.76 H.P. 74.76 H.P. 73.86 L.P. 73.86 L.P. S T O N E B R I D G E S T R E E T SEE UTILITY PLANS FOR DESIGN INFORMATION INSTALL 8" CL-52 D.I. WATER LINE PH A S E 2 PH A S E 1 15+44.72 (26.00 L) INSTALL SDCB #241 TOG=4874.32 FL(OUT-S)=4871.21 15+99.01 (0.00 ) INSTALL 4' SSMH #114 15+48.20 (26.00 R) INSTALL SDCB #242 TOG=4874.30 FL(OUT-N)=4870.69 16+30 (26.00 R) INSTALL SDCB #243 16+30 (31.00 R) INSTALL 4' SDMH #245 RIM=4874.39 FL(OUT-E)=4867.43 FL(IN-N)=4869.72 18+63.94 (0.00 ) INSTALL 4' SSMH #115 19+12.38 (26.00 L) INSTALL SDCB #246 TOG=4873.44 FL(OUT-S)=4870.32 19+12.38 (26.00 R) INSTALL SDCB #247 19+12.38 (31.00 R) INSTALL 4' SDMH #248 RIM=4873.93 FL(OUT-E)=4866.97 FL(IN-N)=4869.75 20+88.17 (0.00 ) INSTALL 5' SSMH #116 16+30 (26.00 L) INSTALL SDCB #244 TOG=4873.90 FL(OUT-S)=4870.78 5 6 6 EDGE OF PROPOSED ASPHALT 5 FUTURE PHASE 2 INSTALL 10" CL-5 2 D . I . W A T E R L I N E 21+08.17 (0.00 ) PLUG, CAP, AND MARK FOR FUTURE CONNECTION 7 4 . 4 8 74.3 9 74.30 73.95 73.95 73.95 73.95 74.67 74.6774.67 74.67 73.97 74. 1 5 7 4 . 4 2 7 3 . 6 0 INSTALL 10" GATE VALVE 6 D D SD SD INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE 16+30 (22.00 R) INSTALL 4' SDCO #306 RIM=4874.05 FL(OUT-S)=4869.81 FL(IN-N)=4869.81 FL(IN-W)=4869.81 15+47.95 (22.00 R) INSTALL 4' SDCO #307 RIM=4874.45 FL(OUT-E)=4870.65 FL(IN-N)=4870.65 FL(IN-S)=4870.65 INSTALL 12" CLASS III RCP-SD 4.01 L.F. @ 1.00% SLOPE 7 4852 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 4852 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 15+50 16+00 17+00 18+00 19+00 20+00 21+00 21+20 48 7 4 . 8 8 48 7 3 . 4 48 7 4 . 8 2 48 7 3 . 3 48 7 4 . 7 0 48 7 3 . 2 48 7 4 . 5 8 48 7 3 . 2 48 7 4 . 5 0 48 7 3 . 2 48 7 4 . 5 0 48 7 3 . 2 48 7 4 . 5 8 48 7 3 . 2 48 7 4 . 7 0 48 7 3 . 2 48 7 4 . 8 2 48 7 3 . 2 48 7 4 . 9 1 48 7 3 . 1 48 7 4 . 9 2 48 7 3 . 1 48 7 4 . 8 5 48 7 3 . 1 48 7 4 . 7 3 48 7 3 . 2 48 7 4 . 6 1 48 7 3 . 2 48 7 4 . 4 9 48 7 3 . 3 48 7 4 . 3 7 48 7 3 . 4 48 7 4 . 2 5 48 7 3 . 5 48 7 4 . 1 3 48 7 3 . 5 48 7 4 . 0 4 48 7 3 . 5 48 7 4 . 0 3 48 7 3 . 5 48 7 4 . 1 0 48 7 3 . 6 48 7 4 . 2 2 48 7 3 . 6 48 7 4 . 3 4 48 7 3 . 6 48 7 4 . 4 6 48 7 3 . 5 48 7 4 . 5 8 48 7 3 . 5 48 7 4 . 7 0 48 7 3 . 5 48 7 4 . 8 2 48 7 3 . 5 48 7 4 . 9 4 48 7 3 . 6 48 7 5 . 0 6 48 7 3 . 5 48 7 5 . 1 8 48 7 3 . 5 16+00 17+00 18+00 19+00 20+00 21+00 0.60%0.60%0.60% HIGH POINT ELEV.=4874.93 HIGH POINT STA=17+32.82 PVI STA=17+32.82 PVI ELEV=4875.02 K=50.00 60.00' VC ST A : 1 7 + 0 2 . 8 2 EL E V . = 4 8 7 4 . 8 4 ST A : 1 7 + 6 2 . 8 2 EL E V . = 4 8 7 4 . 8 4 0.60%0.60%0.60% LOW POINT ELEV.=4874.49 LOW POINT STA=16+30 PVI STA=16+30 PVI ELEV=4874.40 K=50.00 60.00' VC ST A : 1 6 + 0 0 EL E V . = 4 8 7 4 . 5 8 ST A : 1 6 + 6 0 EL E V . = 4 8 7 4 . 5 8 LOW POINT ELEV.=4874.03 LOW POINT STA=19+12.38 PVI STA=19+12.38 PVI ELEV=4873.94 K=50.00 60.00' VC ST A : 1 8 + 8 2 . 3 8 EL E V . = 4 8 7 4 . 1 2 ST A : 1 9 + 4 2 . 3 8 EL E V . = 4 8 7 4 . 1 2 FINISH GRADE AT CENTERLINE EXIST GRADE AT CENTERLINE INSTALL 12" SDR-35 PVC-SAN SWR 264.16 L.F. @ 0.22% SLOPE INSTALL 12" SDR-35 PVC-SAN SWR 264.16 L.F. @ 0.22% SLOPE FL(In-E)=4863.19 FL(Out-NW)=4863.14 INSTALL 12" SDR-35 PVC-SAN SWR 224.23 L.F. @ 0.22% SLOPE FL(In-E)=4863.82 FL(Out-W)=4863.77 INSTALL 10" SDR-35 PVC-SAN SWR 20.00 L.F. @ 0.28% SLOPE FL(In-E)=4865.11 FL(In-S)=4865.11 FL(In-N)=4865.11 FL(Out-W)=4864.31 15 + 9 9 . 0 1 ( 0 . 0 0 ) IN S T A L L 4 ' S S M H # 1 1 4 RI M = 4 8 7 4 . 5 8 18 + 6 3 . 9 4 ( 0 . 0 0 ) IN S T A L L 4 ' S S M H # 1 1 5 RI M = 4 8 7 4 . 2 3 20 + 8 8 . 1 7 ( 0 . 0 0 ) IN S T A L L 5 ' S S M H # 1 1 6 RI M = 4 8 7 4 . 9 9 15 + 9 9 . 0 1 ( 0 . 0 0 ) IN S T A L L 4 ' S S M H # 1 1 4 RI M = 4 8 7 4 . 5 8 18 + 6 3 . 9 4 ( 0 . 0 0 ) IN S T A L L 4 ' S S M H # 1 1 5 RI M = 4 8 7 4 . 2 3 19 + 1 2 . 3 8 ( 2 6 . 0 0 R ) IN S T A L L S D C B # 2 4 7 TO G = 4 8 7 3 . 4 4 16 + 3 0 ( 2 6 . 0 0 R ) IN S T A L L S D C B # 2 4 3 TO G = 4 8 7 3 . 9 0 FL(In-N)=4869.80 FL(Out-S)=4869.80 FL(In-N)=4869.77 FL(Out-S)=4869.77 INSTALL 12" CLASS III RCP-SD 83.83 L. F . @ 1 . 0 0 % S L O P E 5' M I N . C O V E R INSTALL 10" CL-52 D.I. WATER LINE SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. 30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER SYSTEM. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. 1 2 3 4 5 6 7 8 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK PP-2 PLAN AND PROFILE THOMSON FARMS ROAD EX I S T I N G E L E V @ C L DE S I G N E L E V @ C L THOMSON FARMS ROAD 0 HORIZONTAL GRAPHIC SCALE ( IN FEET ) HORZ: 1 inch = ft. VERT: 1 inch = ft. 20 20 10 20 40 4 MATCHLINE SEE DRAWING PP-4 MA T C H L I N E SE E D R A W I N G P P - 1 KEYMAP NOT TO SCALE 10-30-18 W WV G G G G W W V W V G G G G W W W W W W W W W W W W W W W W W W W W W W WV WV W V G V G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS CO W H Y D W V S D E ss g g g g g g W WV G G G G W W V W V G G G G W W W W W W W W W W W W W W W W W W W W W W WV WV W V G V G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS CO W H Y D W V S D S D SD S D S S S ss ss ss SSSSSSSSSSSSSSSSSSSSSSSSSS D D D 39 + 5 0 40 + 0 0 41 + 0 0 42 + 0 0 43 + 0 0 44 + 0 0 45 + 0 0 BV C : 4 2 + 3 2 . 3 7 EV C : 4 2 + 9 2 . 3 7 PV I : 4 0 + 0 0 PV I : 4 0 + 1 9 . 5 0 PV I : 4 0 + 4 2 . 1 5 PV I : 4 2 + 6 2 . 3 7 40 + 5 0 41 + 5 0 42 + 5 0 43 + 5 0 44 + 5 0 75.81 75.81 75.39 75.39 74.96 74.96 76.24 76.24 75.60 75.60 75.17 75.17 74.75 74.75 76 . 5 7 75 . 9 8 76 . 0 0 75 . 9 7 74 . 9 0 75.25 74 . 8 4 7 5 . 0 1 75. 1 3 75.87 75.51 75. 7 8 75. 4 1 7 5 . 4 6 75.87 INSTALL 8" SDR-35 PVC-SAN SWR 20.00 L.F. @ 0.40% SLOPE INSTALL 8" SDR-35 PVC-SAN SWR INSTALL 12" CLASS III RCP-SD 42.63 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPEINSTALL 12" CLASS III RCP-SD 5.06 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 41.00 L.F. @ 1.00% SLOPE INSTALL 5' SIDEWALK FUTURE CURB & GUTTER FUTURE 5' SIDEWALK INSTALL 5' SIDEWALK FUTURE CURB & GUTTER FUTURE 5' SIDEWALK 335 5 5 4 1 1 2 2 3 40+10.88 (25.85 L) INSTALL 10" TEE WITH (3) 10" GATE VALVES ST E G E L M E I E R L A N E INSTALL 10" GATE VALVE EDGE OF PROPOSED ASPHALT FUTURE PHASE 3 7 76.51 76.51 76.64 76.64 W WV G G G G W W V W V G G G G W W W W W W W W W W W W W W W W W W W W W W WV WV W V G V G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS CO W H Y D W V S DWHITEPINE: BLDG 3 43+20.05 (0.00 ) INSTALL 4' SSMH #126 42+94.71 (20.50 R) INSTALL SDCB #257 42+83.04 (20.50 L) INSTALL SDCB #256 TOG=4876.16 FL(OUT-W)=4872.47 42+94.71 (25.50 R) INSTALL 4' SDMH #258 RIM=4875.98 FL(OUT-N)=4869.08 FL(IN-E)=4871.99 40+44.18 (25.56 R) INSTALL 4' SDMH #261 RIM=4874.99 FL(OUT-S)=4868.04 FL(IN-E)=4870.91 40+44.15 (20.50 R) INSTALL SDCB #260 40+43.85 (20.50 L) INSTALL SDCB #259 TOG=4874.49 FL(OUT-W)=4871.37 39+78.23 (0.00 ) INSTALL 5' SSMH #125 43+20.05 (20.00 L) PLUG, CAP, AND MARK FOR FUTURE CONNECTION SD 76.51 7 8 FINISH GRADE AT CENTERLINE EXIST GRADE AT CENTERLINE 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 4896 4900 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 4896 4900 39+50 40+00 41+00 42+00 43+00 44+00 45+00 48 7 5 . 8 48 7 5 . 4 48 7 4 . 9 48 7 5 . 4 8 48 7 4 . 4 48 7 5 . 0 9 48 7 4 . 5 48 7 4 . 9 7 48 7 4 . 5 48 7 5 . 1 1 48 7 4 . 5 48 7 5 . 2 8 48 7 4 . 5 48 7 5 . 4 5 48 7 4 . 5 48 7 5 . 6 2 48 7 4 . 4 48 7 5 . 7 9 48 7 4 . 4 48 7 5 . 9 6 48 7 4 . 4 48 7 6 . 1 3 48 7 4 . 4 48 7 6 . 3 0 48 7 4 . 5 48 7 6 . 4 7 48 7 4 . 5 48 7 6 . 6 3 48 7 4 . 6 48 7 6 . 7 0 48 7 4 . 6 48 7 6 . 6 5 48 7 4 . 7 48 7 6 . 5 1 48 7 4 . 7 48 7 6 . 3 4 48 7 4 . 8 48 7 6 . 1 7 48 7 4 . 8 48 7 6 . 0 0 48 7 4 . 8 48 7 5 . 8 3 48 7 4 . 9 48 7 5 . 6 6 48 7 4 . 9 48 7 5 . 4 9 48 7 5 . 0 48 7 5 . 3 2 48 7 5 . 0 48 7 5 . 1 5 48 7 5 . 0 48 7 4 . 9 8 48 7 5 . 0 48 7 4 . 8 1 48 7 5 . 0 0.60%2.00%2.00% 0.85%0.85% ST A : 3 9 + 8 0 . 5 0 EL E V . = 4 8 7 5 . 0 9 ST A : 4 0 + 0 0 . 0 0 EL E V . = 4 8 7 5 . 4 8 ST A : 4 0 + 1 9 . 5 0 EL E V . = 4 8 7 5 . 0 9 ST A : 4 0 + 4 2 . 1 5 EL E V . = 4 8 7 4 . 9 5 0.60%2.00%2.00% 0.85%0.85% ST A : 3 9 + 8 0 . 5 0 EL E V . = 4 8 7 5 . 0 9 ST A : 4 0 + 0 0 . 0 0 EL E V . = 4 8 7 5 . 4 8 ST A : 4 0 + 1 9 . 5 0 EL E V . = 4 8 7 5 . 0 9 ST A : 4 0 + 4 2 . 1 5 EL E V . = 4 8 7 4 . 9 5 HIGH POINT ELEV.=4876.70 HIGH POINT STA=42+62.37 PVI STA=42+62.37 PVI ELEV=4876.83 K=35.29 60.00' VC ST A : 4 2 + 3 2 . 3 7 EL E V . = 4 8 7 6 . 5 7 ST A : 4 2 + 9 2 . 3 7 EL E V . = 4 8 7 6 . 5 7 FL(In-E)=4868.29 FL(Out-N)=4868.24 INSTALL 8" SDR-35 PVC-SAN SWR 341.81 L.F. @ 0.40% SLOPE FL(In-E)=4866.37 FL(In-S)=4866.87 FL(Out-W)=4866.37 43 + 2 0 . 0 5 ( 0 . 0 0 ) IN S T A L L 4 ' S S M H # 1 2 6 RI M = 4 8 7 6 . 3 4 5' M I N . C O V E R 39 + 7 8 . 2 3 ( 0 . 0 0 ) IN S T A L L 5 ' S S M H # 1 2 5 RI M = 4 8 7 4 . 9 4 INSTALL 10" CL-52 D.I. WATER LINE 40 + 4 4 . 1 5 ( 2 0 . 5 0 R ) IN S T A L L S D C B # 2 6 0 TO G = 4 8 7 4 . 4 9 FL(In-E)=4870.96 FL(Out-W)=4870.96 42 + 9 4 . 7 1 ( 2 0 . 5 0 R ) IN S T A L L S D C B # 2 5 7 TO G = 4 8 7 6 . 0 7 FL(In-E)=4872.04 FL(Out-W)=4872.04 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. 30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER SYSTEM. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. 1 2 3 4 5 6 7 8 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK PP-3 PLAN AND PROFILE STONEBRIDGE STREET EX I S T I N G E L E V @ C L DE S I G N E L E V @ C L STONEBRIDGE STREET 0 HORIZONTAL GRAPHIC SCALE ( IN FEET ) HORZ: 1 inch = ft. VERT: 1 inch = ft. 20 20 10 20 40 4 MA T C H L I N E SE E D R A W I N G P P - 4 MATCHLINE SEE DRAWING PP-6 KEYMAP NOT TO SCALE 10-30-18 W WV W V W V H Y D Y D G G G G G G G G G G W W W W W W W W W W W W W W W W W W W WV WV W V W V G G G G G G G G G G G G G G G G G G W W W SS SS SS SS SS SS SS SS SS SS SS CO CO H Y D SDSD SD SD S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS D D 45 + 0 0 46 + 0 0 47 + 0 0 48 + 0 0 49 + 0 0 PV I : 4 5 + 3 9 . 8 3 PV I : 4 6 + 9 3 . 7 9 PV I : 4 8 + 6 6 . 5 2 PV I : 4 8 + 8 9 . 0 2 PV I : 4 9 + 1 4 . 0 2 PV I : 4 9 + 3 9 . 0 2 EV C : 4 5 + 6 9 . 8 3 EV C : 4 7 + 2 3 . 7 9 BV C : 4 5 + 0 9 . 8 3 BV C : 4 6 + 6 3 . 7 9 45 + 5 0 46 + 5 0 47 + 5 0 48 + 5 0 49 + 5 0 74.75 74.75 74 . 5 2 74 . 8 6 74.77 75.07 75.07 75.00 75.00 74.70 74.70 74.40 74.40 74 . 3 0 74.57 74.48 74. 3 9 INSTALL 12" CLASS III RCP-SD 37.06 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD 73.95 L.F. @ 1.00% SLOPE 45+80.05 (0.00 ) INSTALL 4' SSMH #119 INSTALL 8" SDR-35 PVC-SAN SWR 20.00 L.F. @ 0.40% SLOPE 45+45.04 (20.50 R) INSTALL SDCB #254 INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE INSTALL SDCB #253 TOG=4874.09 FL(OUT-W)=4870.60 INSTALL SDCB #252 TOG=4874.45 FL(OUT-W)=4871.34 49+14.02 (0.00 ) INSTALL 5' SSMH #116 INSTALL 8" SDR-35 PVC-SAN SWR INSTALL 12" SDR-35 PVC-SAN SWR INSTALL 12" HP STORM SD 48+64.52 (25.50 R) INSTALL 4' SDMH #251 RIM=4874.38 FL(OUT-N)=4867.44 FL(IN-E)=4870.31 INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE 48+64.52 (20.50 R) INSTALL SDCB #250 INSTALL 12" CLASS III RCP-SD 41.00 L.F. @ 1.00% SLOPE INSTALL SDCB #249 TOG=4873.89 FL(OUT-W)=4870.77 FUTURE 5' SIDEWALK 5' SIDEWALK FUTURE WATER LINE 1 2 3 4 5 5 FUTURE CURB & GUTTER FUTURE TH O M S O N F A R M S R O A D 45+45.04 (25.50 R) INSTALL 4' SDMH #255 RIM=4874.59 FL(OUT-N)=4867.64 FL(IN-E)=4870.14 75.24 75.24 75.15 75.15 74.52 74.52 74.67 74.67 75.15 75.15 74.30 48+65.01 (26.28 L) INSTALL 10" G.V. W/ THRUST BLOCK 48+82.53 (26.32 L) INSTALL 10" CROSS W/ (2) 10" G.V.'S AND THRUST BLOCK 48+82.53 (42.00 L) INSTALL 10" G.V. W/ THRUST BLOCK45+80.05 (20.00 L) PLUG, CAP, AND MARK FOR FUTURE CONNECTION 49+34.02 (0.00 ) PLUG, CAP, AND MARK FOR FUTURE CONNECTION PHASE 2 74.59 D D INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #305 TOG=4874.60 FL(IN-E)=4871.30 FL(OUT-N)=4871.30 INSTALL 12" CLASS III RCP-SD 4.00 L.F. @ 1.00% SLOPE INSTALL 4' SDCO #304 TOG=4874.24 FL(OUT-W)=4870.56 FL(IN-E)=4870.56 FL(IN-S)=4870.56 6 7 FINISH GRADE AT CENTERLINE EXIST GRADE AT CENTERLINE 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 4896 4900 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 4896 4900 45+00 46+00 47+00 48+00 49+00 49+60 48 7 4 . 8 1 48 7 5 . 0 48 7 4 . 6 5 48 7 5 . 0 48 7 4 . 5 8 48 7 4 . 9 48 7 4 . 6 0 48 7 4 . 8 48 7 4 . 7 1 48 7 4 . 3 48 7 4 . 8 3 48 7 4 . 2 48 7 4 . 9 5 48 7 4 . 2 48 7 5 . 0 7 48 7 4 . 1 48 7 5 . 1 9 48 7 4 . 0 48 7 5 . 2 8 48 7 4 . 0 48 7 5 . 3 0 48 7 3 . 9 48 7 5 . 2 3 48 7 3 . 9 48 7 5 . 1 1 48 7 4 . 0 48 7 4 . 9 9 48 7 4 . 0 48 7 4 . 8 7 48 7 3 . 9 48 7 4 . 7 5 48 7 3 . 9 48 7 4 . 6 3 48 7 3 . 8 48 7 4 . 5 1 48 7 3 . 7 48 7 4 . 3 9 48 7 3 . 7 48 7 4 . 4 4 48 7 3 . 6 48 7 4 . 7 1 48 7 3 . 6 48 7 4 . 8 7 48 7 3 . 5 48 7 4 . 4 8 48 7 3 . 5 48 7 4 . 3 6 48 7 3 . 4 0.60%0.60%2.00% 0.60%2.00% ST A : 4 8 + 6 6 . 5 2 EL E V . = 4 8 7 4 . 3 6 ST A : 4 8 + 8 9 . 0 2 EL E V . = 4 8 7 4 . 4 9 ST A : 4 9 + 1 4 . 0 2 EL E V . = 4 8 7 4 . 9 9 ST A : 4 9 + 3 9 . 0 2 EL E V . = 4 8 7 4 . 4 9 0.60%0.60%2.00% 0.60%2.00% ST A : 4 8 + 6 6 . 5 2 EL E V . = 4 8 7 4 . 3 6 ST A : 4 8 + 8 9 . 0 2 EL E V . = 4 8 7 4 . 4 9 ST A : 4 9 + 1 4 . 0 2 EL E V . = 4 8 7 4 . 9 9 ST A : 4 9 + 3 9 . 0 2 EL E V . = 4 8 7 4 . 4 9 HIGH POINT ELEV.=4875.30 HIGH POINT STA=46+93.79 PVI STA=46+93.79 PVI ELEV=4875.39 K=50.00 60.00' VC ST A : 4 6 + 6 3 . 7 9 EL E V . = 4 8 7 5 . 2 1 ST A : 4 7 + 2 3 . 7 9 EL E V . = 4 8 7 5 . 2 1 LOW POINT ELEV.=4874.57 LOW POINT STA=45+45 PVI STA=45+39.83 PVI ELEV=4874.47 K=41.38 60.00' VC ST A : 4 5 + 0 9 . 8 3 EL E V . = 4 8 7 4 . 7 2 ST A : 4 5 + 6 9 . 8 3 EL E V . = 4 8 7 4 . 6 5 FL(In-E)=4866.50 FL(Out-S)=4866.45 INSTALL 8" SDR-35 PVC-SAN SWR 333.98 L.F. @ 0.40% SLOPE FL(In-E)=4865.11 FL(In-S)=4865.11 FL(In-N)=4865.11 FL(Out-W)=4864.31 INSTALL 8" SDR-35 PVC-SAN SWR 20.00 L.F. @ 0.40% SLOPE 49 + 1 4 . 0 2 ( 0 . 0 0 ) IN S T A L L 5 ' S S M H # 1 1 6 RI M = 4 8 7 4 . 9 9 45 + 8 0 . 0 5 ( 0 . 0 0 ) IN S T A L L 4 ' S S M H # 1 1 9 RI M = 4 8 7 4 . 7 1 FL(In-E)=4870.19 FL(Out-W)=4870.19 45 + 4 5 . 0 4 ( 2 0 . 5 0 R ) IN S T A L L S D C B # 2 5 4 TO G = 4 8 7 4 . 0 9 48 + 6 4 . 5 2 ( 2 0 . 5 0 R ) IN S T A L L S D C B # 2 5 0 TO G = 4 8 7 3 . 8 9 FL(In-E)=4870.36 FL(Out-W)=4870.36 INSTALL 10" CL 52 WATER LINE SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. 30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER SYSTEM. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. 1 2 3 4 5 6 7 8 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK PP-4 PLAN AND PROFILE STONEBRIDGE STREET EX I S T I N G E L E V @ C L DE S I G N E L E V @ C L STONEBRIDGE STREET 0 HORIZONTAL GRAPHIC SCALE ( IN FEET ) HORZ: 1 inch = ft. VERT: 1 inch = ft. 20 20 10 20 40 4 MATCHLINE SEE DRAWING PP-2 MA T C H L I N E SE E D R A W I N G P P - 3 KEYMAP NOT TO SCALE 10-30-18 GV x x x x x x x x g gggggggggggg g g g g g g g w w w w EXIST BLG EXIST BLG EXIST BLG W W W W W W W W W W W W W W W V HY D W W W W W W W WV WVWV WV OH P OH P OH P OH P OH P OH P SD SD SD SD SDSD SD SD SD SD Sssssssssssssssssssssssss ssssssssssss SS SS SS D D 59 + 2 6 60+ 0 0 61 + 0 0 62 + 0 0 63 + 0 0 64 + 0 0 PC : 6 0 + 1 9 . 7 6 PT : 6 1 + 1 0 . 1 6 PV I : 5 9 + 9 6 . 7 3 PV I : 6 2 + 3 7 . 8 4 PV I : 6 3 + 2 6 . 2 2 EV C : 6 2 + 6 7 . 8 4 EV C : 6 3 + 5 6 . 2 2 BV C : 6 2 + 9 6 . 2 2 BV C : 6 2 + 0 7 . 8 4 59+ 5 0 60 + 5 0 61 + 5 0 62 + 5 0 63 + 5 0 75.11 75.19 74.81 74.89 74.58 74.65 74.99 75.06 74.51 74.36 74.21 74. 0 3 73 . 9 0 ?? ? 74.59 74.44 74.29 74. 1 1 73. 9 7 75. 2 3 74. 5 4 74.21 74 . 3 9 7 4 . 8 1 INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FUTURE 12" CLASS III RCP-SD 9.00 L.F. @ 1.00% SLOPE INSTALL 12" HP STORM SD INSTALL 12" HP STORM SD INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE FUTURE 12" CLASS III RCP-SD 9.00 L.F. @ 1.00% SLOPE EXIST. 8" SAN SWR IN S T A L L 8 " S D R - 3 5 P V C - S A N S W R EXIST. 8" SAN SWR INSTALL 5' SIDEWALK INSTALL 10" CL 52 WATER LINE FUTURE 5' SIDEWALK 1 2 23 45 5 FUTURE CURB & GUTTER FUTURE75.16 75.23 74.99 75.06 74.90 74.97 OL D U . S . H W Y 1 9 1 59+49.07 (7.00 R) HOT TAP EXISTING AND CONNECT TO EXISTING W/16"X10" STAINLESS STEEL TAPPING SLEEVE AND 10" G.V. 60+70.24 (14.75 R) INSTALL 10" 11° FITTING W/ THRUST BLOCK 60+72.96 (15.24 R) INSTALL 10" 22.5° FITTING W/ THRUST BLOCK 63+70.82 (10.99 R) INSTALL 10"X8" TEE W/ (2) 10" G.V.'S AND (1) 8'" G.V. AND THRUST BLOCK EDGE OF PROPOSED ASPHALT 59+98.73 (25.50 R) INSTALL 4' SDMH #270 RIM=4874.05 FL(OUT-SE)=4867.14 FL(IN-NE)=4869.99 59+98.73 (20.50 R) INSTALL SDCB #269 FUTURE SDCB #268 TOG=4873.56 FL(OUT-SW)=4870.45 63+26.22 (25.50 R) INSTALL 4' SDMH #267 RIM=4875.04 FL(OUT-W)=4868.09 FL(IN-N)=4870.98 63+26.22 (20.51 R) INSTALL SDCB #266 FUTURE SDCB #265 TOG=4874.55 FL(OUT-S)=4871.44 62+55.45 (22.34 L) EXIST. SSMH #105EX SD S D INSTALL 12" CLASS III RCP-SD 32.00 L.F. @ 1.00% SLOPE STUB AND PLUG FOR FUTURE CONNECTION PHASE 3 STUB AND PLUG FOR FUTURE CONNECTION INSTALL 12" CLASS III RCP-SD 32.00 L.F. @ 1.00% SLOPE 75.25 75.32 75.16 75.23 75.33 75.25 FINISH GRADE AT CENTERLINE EXIST GRADE AT CENTERLINE 4852 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 4896 4852 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 4896 59+26 60+00 61+00 62+00 63+00 64+00 48 7 6 . 3 48 7 5 . 8 48 7 5 . 1 3 48 7 5 . 0 48 7 4 . 5 3 48 7 4 . 4 48 7 4 . 0 4 48 7 4 . 4 48 7 4 . 1 6 48 7 4 . 8 48 7 4 . 2 8 48 7 4 . 3 48 7 4 . 4 0 48 7 4 . 3 48 7 4 . 5 2 48 7 4 . 0 48 7 4 . 6 4 48 7 3 . 9 48 7 4 . 7 6 48 7 3 . 9 48 7 4 . 8 8 48 7 3 . 8 48 7 5 . 0 0 48 7 3 . 8 48 7 5 . 1 2 48 7 3 . 9 48 7 5 . 2 4 48 7 3 . 9 48 7 5 . 3 5 48 7 3 . 9 48 7 5 . 3 8 48 7 3 . 9 48 7 5 . 3 3 48 7 3 . 8 48 7 5 . 2 2 48 7 3 . 8 48 7 5 . 1 0 48 7 3 . 9 48 7 5 . 0 3 48 7 4 . 1 48 7 5 . 0 5 48 7 4 . 2 48 7 5 . 1 4 48 7 4 . 2 48 7 5 . 2 6 48 7 4 . 2 48 7 5 . 3 8 48 7 4 . 2 60+00 61+00 62+00 63+00 3.00%0.60% 0.60%0.60% ST A : 5 9 + 4 4 . 3 3 EL E V . = 4 8 7 5 . 6 0 ST A : 5 9 + 9 6 . 7 3 EL E V . = 4 8 7 4 . 0 2 3.00%0.60% 0.60%0.60% ST A : 5 9 + 4 4 . 3 3 EL E V . = 4 8 7 5 . 6 0 ST A : 5 9 + 9 6 . 7 3 EL E V . = 4 8 7 4 . 0 2 HIGH POINT ELEV.=4875.38 HIGH POINT STA=62+37.84 PVI STA=62+37.84 PVI ELEV=4875.47 K=50.00 60.00' VC ST A : 6 2 + 0 7 . 8 4 EL E V . = 4 8 7 5 . 2 9 ST A : 6 2 + 6 7 . 8 4 EL E V . = 4 8 7 5 . 2 9 LOW POINT ELEV.=4875.03 LOW POINT STA=63+26.22 PVI STA=63+26.22 PVI ELEV=4874.94 K=50.00 60.00' VC ST A : 6 2 + 9 6 . 2 2 EL E V . = 4 8 7 5 . 1 2 ST A : 6 3 + 5 6 . 2 2 EL E V . = 4 8 7 5 . 1 2 62 + 5 5 . 4 5 ( 0 . 0 0 ) EX I S T . S S M H # 1 0 5 E X PR O P O S E D R I M = 4 8 7 4 . 8 4 EX I S T . R I M = 4 8 7 5 . 7 4 EXIST. 8" SAN SWR 309.21 L.F. @ 0.36% SLOPE EXIST. 8" SAN SWR 369.01 L.F. @ 0.68% SLOPE FL(In-E)=4865.24 FL(In-S)=4865.74 FL(Out-W)=4865.24 INSTALL 10" CL-52 D.I. WATER LINE 5 ' M I N . C O V E R 59 + 9 8 . 7 3 ( 2 0 . 5 0 R ) IN S T A L L S D C B # 2 6 9 TO G = 4 8 7 3 . 5 6 63 + 2 6 . 2 2 ( 2 0 . 5 1 R ) IN S T A L L S D C B # 2 6 6 TO G = 4 8 7 4 . 5 5 FL(In-NE)=4870.04 FL(Out-SW)=4870.04 FL(In-N)=4871.03 FL(Out-S)=4871.03 SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. 30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER SYSTEM. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. 1 2 3 4 5 6 7 8 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK PP-5 PLAN AND PROFILE STEGELMEIER LANE EX I S T I N G E L E V @ C L DE S I G N E L E V @ C L STEGELMEIER LANE 0 HORIZONTAL GRAPHIC SCALE ( IN FEET ) HORZ: 1 inch = ft. VERT: 1 inch = ft. 20 20 10 20 40 4 M A T C H L I N E S E E D R A W I N G P P - 6 KEYMAP NOT TO SCALE 10-30-18 EE ss g g g g g g g g g g g W W G G G G G W W W W W W W W W WVWV WV GV G G G G W H Y D WV SD SD SD SD SD SSssssssssssssss s s s s s s s s D D 64 + 0 0 65 + 0 0 66 + 0 0 PV I : 6 4 + 4 6 . 2 2 PV I : 6 5 + 2 0 . 4 4 EV C : 6 4 + 7 6 . 2 2 BV C : 6 4 + 1 6 . 2 2 BV C : 6 4 + 9 0 . 4 4 EV C : 6 5 + 5 0 . 4 4 64 + 5 0 65 + 5 0 66 + 5 0 75.25 75.33 75.44 75.51 75.27 75 . 2 5 74.90 FUTURE 5' SIDEWALKINSTALL 5' SIDEWALK 35 2 65+64.66 (21.76 L) INSTALL 5' SSMH #125 65+20.44 (25.50 R) INSTALL 4' SDMH #264 RIM=4875.32 FL(OUT-W)=4868.36 FL(IN-N)=4871.25 INSTALL 12" CLASS III RCP-SD 5.00 L.F. @ 1.00% SLOPE 65+20.44 (20.50 R) INSTALL SDCB #263 FUTURE 12" CLASS III RCP-SD 9.00 L.F. @ 1.00% SLOPE FUTURE SDCB #262 TOG=4874.82 FL(OUT-S)=4871.71 EXIST. 8" SAN SWR 66+17.40 (21.66 L) EXIST. SSMH #106EX 75. 1 3 75.01 74.84 65+90.40 (10.98 R) INSTALL 10" TEE W/ THRUST BLOCK AND (3) 10" G.V.'S FUTURE CURB & GUTTER ST O N E B R I D G E S T R E E T 75.25 75.18 FUTURE 5' SIDEWALK FUTURE CURB & GUTTER INSTALL 10" CL 52 WATER LINE 75.27 75.34 75.35 75.42 75.35 75.42 EDGE OF PROPOSED ASPHALT 1 7 S D STUB AND PLUG FOR FUTURE CONNECTION INSTALL 12" CLASS III RCP-SD 32.00 L.F. @ 1.00% SLOPE 8 FINISH GRADE AT CENTERLINE EXIST GRADE AT CENTERLINE 4852 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 4896 4852 4856 4860 4864 4868 4872 4876 4880 4884 4888 4892 4896 64+00 65+00 66+00 66+60 48 7 5 . 3 8 48 7 4 . 2 48 7 5 . 5 0 48 7 4 . 2 48 7 5 . 5 7 48 7 4 . 2 48 7 5 . 5 5 48 7 4 . 2 48 7 5 . 4 6 48 7 4 . 3 48 7 5 . 3 5 48 7 4 . 3 48 7 5 . 3 1 48 7 4 . 4 48 7 5 . 3 4 48 7 4 . 4 48 7 5 . 4 5 48 7 4 . 4 48 7 5 . 5 7 48 7 4 . 4 48 7 4 . 5 48 7 4 . 5 48 7 4 . 6 48 7 4 . 8 0.60%0.60% ST A : 6 5 + 8 3 . 9 4 EL E V . = 4 8 7 5 . 6 0 0.60%0.60% ST A : 6 5 + 8 3 . 9 4 EL E V . = 4 8 7 5 . 6 0 HIGH POINT ELEV.=4875.57 HIGH POINT STA=64+46.22 PVI STA=64+46.22 PVI ELEV=4875.66 K=50.00 60.00' VC ST A : 6 4 + 1 6 . 2 2 EL E V . = 4 8 7 5 . 4 8 ST A : 6 4 + 7 6 . 2 2 EL E V . = 4 8 7 5 . 4 8 LOW POINT ELEV.=4875.31 LOW POINT STA=65+20.44 PVI STA=65+20.44 PVI ELEV=4875.22 K=50.00 60.00' VC ST A : 6 4 + 9 0 . 4 4 EL E V . = 4 8 7 5 . 4 0 ST A : 6 5 + 5 0 . 4 4 EL E V . = 4 8 7 5 . 4 0 65 + 6 4 . 6 6 ( 2 1 . 7 6 L ) IN S T A L L 5 ' S S M H # 1 2 5 RI M = 4 8 7 4 . 9 4 EXIST. 8" SAN SWR 52.74 L.F. @ 0.36% SLOPE FL(In-E)=4866.37 FL(In-S)=4866.87 FL(Out-W)=4866.37 EXIST. 8" SAN SWR 309.21 L.F. @ 0.36% SLOPE FL(Out-W)=4866.56 66 + 1 7 . 4 0 ( 2 1 . 6 6 L ) EX I S T . S S M H # 1 0 6 E X RI M = 4 8 7 5 . 6 9 INSTALL 10" CL-52 D.I. WATER LINE 65 + 2 0 . 4 4 ( 2 0 . 5 0 R ) IN S T A L L S D C B # 2 6 3 TO G = 4 8 7 4 . 8 2 FL(In-N)=4871.30 FL(Out-S)=4871.30 5 ' M I N . C O V E R SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS. 30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS. HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS. FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404. SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER SYSTEM. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. BLIND FLANGE ON VALVE FOR FUTURE CONNECTION. ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE. 1 2 3 4 5 6 7 8 1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. 2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. 3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND SPECIFICATIONS. 6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES. 7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS. 8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON THESE PLANS. GENERAL NOTES CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/30/18 2018-05-23 FOR REVIEW CALL DIGLINE @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Know what's below. before you dig.Call R FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17,T6N, R40E, BOISE B&M ELEVATION = 4875.15 BENCHMARK PP-6 PLAN AND PROFILE STEGELMEIER LANE EX I S T I N G E L E V @ C L DE S I G N E L E V @ C L STEGELMEIER LANE 0 HORIZONTAL GRAPHIC SCALE ( IN FEET ) HORZ: 1 inch = ft. VERT: 1 inch = ft. 20 20 10 20 40 4 MATCHLINE SEE DRAWING PP-3 KEYMAP NOT TO SCALE MA T C H L I N E SE E D R A W I N G P P - 5 F U T U R E R O A D W A Y 10-30-18 SCALE:4 NONE STABILIZED CONSTRUCTION ENTRANCE SWA L E T O S E D I M E N T A T I O N B A S I N 50.0 ' M I N . WAS H D O W N P A D FILTER FABRIC BELOW GRAVEL 15.0' M I N . 1.PLACE SIGN ADJACENT TO ENTRANCE " CONSTRUCTION TRAFFIC ONLY - ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT SITE AT THIS LOCATION" 3"-6" ROCK, 9" THICK 1/2"-3/4" FILTER LAYER NOTE: SCALE:3 NONE PORTABLE TOILET GRAVEL PAD FLOW SIDE W A L K FLOW SECURE AGAINST WIND CONTAINMENT EARTH BERM SCALE:8 NONE 3' WATERWAY 2%ASPHALT SURFACE 9" 8" 1 1 / 4 " 3'-0" 3" 4" BASE COURSE: UNTREATED BASE COURSE, APWA SECTION 32 11 23. DO NOT USE GRAVEL AS A BASE COURSE WITHOUT ENGINEER’S PERMISSION. (3) #4 @ 12" O.C. #4 @ 24" O.C. S=0.0693 SCALE:6 NONE TEMPORARY SILT FENCE RUNOF F 1 2 MAX RUNOFF DIRECTION 2'-0" 6" 12 " M I N . SIDEWALK IF ANY CURB AND GUTTER IF ANY UNDISTURBED GROUND 1.EXCAVATE 6"x6" TRENCH ALONG LIMITS OF DISTURBANCE AS SHOWN ON CONSTRUCTION DRAWINGS. 2.POSTS SHALL BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 3.LAY TOE-IN FABRIC FLAP IN BOTTOM OF TRENCH. BACKFILL TRENCH WITH FREE DRAINING GRANULAR MATERIAL. COMPACT TRENCH TO SATISFACTION OF THE ENGINEER OF RECORD. 4.SILT FENCE GEOTEXTILE SHALL MEET AASHTO M288-92 REQUIREMENTS. 5.REMOVE & DISPOSE OF SEDIMENT WHEN ACCUMULATION IS 50% OF EXPOSED FENCE HEIGHT. 6.10' MAX. SPACING BETWEEN STAKES. 7.SILT FENCES SHALL BE INSTALLED ALONG CONTOURS, NOT UP AND DOWN SLOPES, WITH 10' OVERLAP AT BREAKS. NOTES: SCALE:5 NONE SAG INLET PROTECTION SILT FENCE REQUIRED BEHIND CURB AT BOX UNTIL LAND BEHIND CURB IS STABILIZED NOTES: 1.PLACE WATTLES OR GRAVEL BAGS TIGHT AGAINST CURB TO PREVENT SEDIMENT-LADEN WATER FROM GETTING BETWEEN CURB AND WATTLE/BAG. 2.PLACE WATTLES OR GRAVEL BAGS SUCH THAT FLOW DOES NOT OVERTOP CURB OR ROAD CENTERLINE. 3.INSPECT INLET PROTECTION AFTER EVERY LARGE STORM EVENT AND AT LEAST BI-WEEKLY, OR PER SWPPP REQUIREMENTS, WHICHEVER IS MORE STRINGENT, TO ENSURE THAT SEDIMENT CONTROL IS MEETING ITS DESIGN INTENT. MAINTAIN AND/OR REPLACE AS NEEDED. 4.REMOVE SEDIMENT ACCUMULATED WHEN IT REACHES 50% OF GRAVEL BAG OR WATTLE HEIGHT. 5.CONTRACTOR MAY SUBMIT AN ALTERNATIVE METHOD OF INLET PROTECTION. THE ALTERNATIVE METHOD SHALL BE APPROVED BY THE CITY INSPECTOR AND THE ENGINEER OF RECORD. 6.BEFORE PLACEMENT OF CURB, STABILIZATION OF LAND BEHIND CURB, AND/OR PAVING, MAINTAIN TOP OF INLET AT 6" ABOVE GRADE, AND SURROUND WITH SILT FENCE FOR SEDIMENTATION AROUND BOX. MAINTAIN SILT FENCE BEHIND BOX UNTIL LAND BEHIND CURB IS STABILIZED. SANDBAG OPTION WATTLE OPTION FLO W FLO W FLO W FLO W SILT FENCE REQUIRED BEHIND CURB AT BOX UNTIL LAND BEHIND CURB IS STABILIZED EARTH SAVER SEDIMENT SAVER OR EQUAL, FILLED WITH 1/2 CF 3/4" GRAVEL, ZIPPER SIDE FACING AWAY FROM INLET 8" DIA. EARTH SAVER WEIGHTED WATTLE OR EQUAL FLO W FLO W FLOWFLOW FILTER FABRIC WRAPPED COMPLETELY AROUND GATE WOODEN OR STEEL FENCE POSTS @ 10.0' O.C. MAX.MIRAFI FILTER FABRIC GRANULAR BACKFILL, SEE NOTE 3 APPROX. 6"x6" TRENCH EMBED FABRIC BELOW BACKFILL NOTES: 1.ROAD BASE REQUIRD 6" PAST EDGE OF SIDEWALK AND CURB AND GUTTER. 2.ALL MATERIALS TO BE COMPACTED TO 96% OF MAXIMUM DRY DENSITY SCALE:2 NONE 68' ROAD CROSS SECTION NOTES: 1.ROAD BASE REQUIRD 6" PAST EDGE OF SIDEWALK AND CURB AND GUTTER. 2.ALL MATERIALS TO BE COMPACTED TO 96% OF MAXIMUM DRY DENSITY SCALE:1 NONE 79' ROAD CROSS SECTION 2'-6" 5'-0"7'-0" 27'-6" 12'-0" SIDEWALK LANDSCAPING CL PL 2.0%2.0% TRAVEL LANE PL 10'-0" 79'-0" PUBLIC UTILITY & DRAINAGE EASEMENT CURB AND GUTTER 9'-0"12'-6"12'-0" 2'-6" 5'-0"7'-0" 27'-6" 12'-0" SIDEWALK LANDSCAPING 2.0% TRAVEL LANE 10'-0" PUBLIC UTILITY & DRAINAGE EASEMENT 9'-0"12'-6" PARKINGPARKINGTURN LANE 2'-6" 5'-0"7'-0" 22'-0" 12'-0" SIDEWALK LANDSCAPING CL PL 2.0%2.0% TRAVEL LANE PL 10'-0" 68'-0" PUBLIC UTILITY & DRAINAGE EASEMENT CURB AND GUTTER 9'-0"13'-0" 2'-6" 5'-0"7'-0" 22'-0" 12'-0" SIDEWALK LANDSCAPING 2.0% TRAVEL LANE 10'-0" PUBLIC UTILITY & DRAINAGE EASEMENT 9'-0"13'-0" PARKINGPARKING SCALE:7 NONE MONOLITHIC CURB 18 "6" 6"4" 3/4" RADIUS FINISH PAVED GRADE (2) #4 BARS CONT. 4" CONC. SIDEWALK 4" UNTREATED BASE COURSE SCARIFY, MOISTURE CONDITION AND RECOMPACT NATIVE SUBGRADE MATERIAL 8" THICK TO 95% STANDARD MAXIMUM DENSITY (PER GEOTECH REPORT) CHECKED BYDRAWN BY PROJECT NUMBER FOR: PROJECT MANAGER PRINT DATE PHONE: CONTACT: SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529 LAYTON Phone: 801.547.1100 TOOELE Phone: 435.843.3590 CEDAR CITY Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983 WWW.ENSIGNENG.COM E N S I G N THE STANDARD IN ENGINEERING 7835A TH E G R O V E A T T H O M S O N F A R M S 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O REXBURG DEVELOPMENT 160 WEST CANYON ESTATE DRIVE ALPINE, UTAH 84004 PAUL BRINHURST 385-321-1403 J. FORD J. FORDD. COWLEY 10/29/18 2018-05-23 FOR REVIEW C-700 DETAILS 10-30-18 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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S S M H RIM = 4 8 7 5 . 7 4 FL ( 0 " ) = 4 8 7 5 . 7 4 S EX I S T . S S M H RIM = 4 8 7 5 . 6 9 FL ( 0 " ) = 4 8 7 5 . 6 9 S EX I S T . S S M H RIM = 4 8 7 5 . 0 4 FL ( 0 " ) = 4 8 7 5 . 0 4 S EX I S T . S S M H RIM = 4 8 7 4 . 1 1 FL ( 0 " ) = 4 8 7 4 . 1 1 S EX I S T . S S M H RIM = 4 8 7 3 . 3 7 FL ( 0 " ) = 4 8 7 3 . 3 7 S EX I S T . S S M H RIM = 4 8 7 4 . 0 2 FL ( 0 " ) = 4 8 7 4 . 0 2 e e E e e E GV tr trtr WV H Y D tr trtr H YD WV trtrtr x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 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I T S ) PO N D E R O D S A : BU I L D I N G 2 TY P E - A ( 3 0 U N I T S ) WH I T E P I N E : BU I L D I N G 3 TY P E - B ( 2 0 U N I T S ) MA P L E W O O D : BU I L D I N G 9 TY P E - A ( 3 0 U N I T S ) BI R C H W O O D : BU I L D I N G 1 0 TY P E - A ( 3 0 U N I T S ) HA W T H O R N : BU I L D I N G 7 TY P E - A ( 3 0 U N I T S ) HA Z E L W O O D : BU I L D I N G 4 TY P E - B ( 2 0 U N I T S ) HE M L O C K : BU I L D I N G 8 TY P E - A ( 3 0 U N I T S ) BL A C K O A K : BU I L D I N G 5 TY P E - B ( 2 0 U N I T S ) HI C K O R Y : BU I L D I N G 6 TY P E - A ( 3 0 U N I T S ) SSSSSS SS CO BA R N SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSS 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' AMS ' A MS ' A SB'L SB'L SB'L SB'L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB'L SB'LSB'L SB'L SB'LSB'LSB'L RF ' GRF ' G RF ' GRF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G SB ' L SB ' L SB ' L SB ' L RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G FA'AFA'AFA'AFA'A FA'AFA'AFA'AFA'A FA ' A FA ' A FA ' A FA ' A CO CO CO CO CO CO CO CO CO FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A CO COCO CO CO CO CO CO CO CO CO COCOCO COCOCO CO CO CO CO CO CO CO CO FA'A FA'A FA'A FA'A FA'A FA'A FA'A FA'A FA'A FA'A FA'A FA'A FA'A FA'A FA'A FA'AFA'A FA'A FA'A FA'A FA'A FA'A FA'A FA'APAPAPAPAPAPAPAPAPAPA PA PA PA PA PA PA PA PA PA PA PN ' A PN ' A PN ' A PN ' A PN PN PN PN PNPN PNPN PN PN PN PN PN PN PN PN PN PN PNPNPNPN PN PNPN'A 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A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A FA ' A PN ' A PN ' A PN ' A PN ' A PN ' A ZS ZS ZS ZS FA ' A FA ' A FA ' A FA ' A AT ' P AT ' P AT ' P AT ' P AT ' P AT ' P AT ' P AT ' P AT ' P AT ' P AT ' P AT ' P ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M AT ' P AT ' P AT ' P AT ' P AT ' P AT ' P AT ' P AT ' P PN ' A PN ' A PN ' A PN ' A PN ' A PN ' A PN ' A PN ' A R'NWR'NW R'NWR'NW R'NW R'NW R'NW R'NWR'NW R'NW R'NWR'NWMS'A MS'A MS'A MS'AJH'B JH'B JH'BJH'B JH'B JH'B JH'B JH'BSB'L SB'L SB'LSB'LSB'L SB'LBT'C BT'CBT'C BT'C BT'C BT'C BT'C BT'CCA'F CA'FCA'F CA'FCA'F CA'F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F SB ' L SB ' L SB ' L SB ' L SB ' L SB ' 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' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K SB ' L CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H BT ' C BT ' C CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B PG'PPG'PM'S M'S ZS'MCA'F CA'FCA'F CA'FCA'FCA'FBT'C BT'CBT'C BT'C BT'CBT'C BT'CBT'C BT'C BT 'CBT'C BT'CBT'C R'NW R'NWR'NW R'NWR'NW R'NWJH'B JH'B JH'B JH'B JH'B JH'BCA'B CA'B P P'G PP ' G PV ' H PV ' H PV'H PV ' H PV ' H PV'HPV'HPV'H PV'H PV'H PV'H P V'HR'NWR'NW R'NW R'NW R'NW R'NWPG'PPG'PM'S M'S ZS'MZS'M CA'F CA'FCA'F CA'FCA'FCA'FBT'C BT'CBT'C BT'C BT'CBT'C BT'CBT'C BT'C BT'CBT'C BT'CBT'C R'NW R'NWR'NW R'NWR'NW R'NWJH'B JH'B JH'B JH'B JH'B JH'BCA'B CA'BPP'G PP'GPV'HPV'HPV'H PV'H PV'H PV'HPV'HPV'H PV'H PV'H PV'H PV'HR'NWR'NW R'NW R'NW R'NW R'NW PG ' P PG ' P M'S M'S ZS ' M ZS ' M CA ' F CA ' F CA ' F CA ' F CA ' FCA ' F BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C R'N W R'N W R'N W R'N W R'N W R'N W JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B CA ' B CA ' B PP ' G PP ' G PV ' HPV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H R'N W R'N W R'N W R'N W R'N W R'N W PG'PPG'PM'S M'S ZS'MCA'F CA'FCA'F CA'FCA'FCA'FBT'C BT'CBT'C B T'C BT'CBT'CBT'C BT'CBT'C BT'CBT'C BT'CBT'C R'NW R'NWR'NW R'NWR'NW R'NWJH'B JH'B JH'B JH'B JH'B JH'BCA'B CA'B PP ' G PP ' G PV'H PV ' H PV'H PV ' H PV ' H PV'HPV'HPV'H PV'H PV'H PV'H PV'HR'NWR'NW R'NW R 'N W R'NW R'NWPG'PPG'PM'S M'S ZS'MZS'M CA'F CA'FCA'F CA'FCA'FCA'FBT'C BT'CBT'C BT'C BT'CBT'CBT'CBT'C BT'C BT'C BT'C BT'CBT'C R'NW R'NWR'NW R'NWR'NW R'NWJH'B JH'B JH'B JH'B JH'B JH'BCA'B CA'BPP'G PP'GPV'HPV'HPV'H PV'H PV'H PV'HPV'HPV'H PV'H PV'H PV'H PV'HR'NWR'NW R'NW R'NW R'NW R'NW SB'L SB'LSB'L SB'L SB'LSB'LSB'LPN'A PN'A SB ' L SB ' L SB ' L SB ' L RF ' GRF ' G RF ' GRF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G SB ' L SB ' L PN ' A PN ' A PN'A PN'A MS'AMS'A MS'AMS'AMS'A MS'A SB'LSB'LSB'L SB'L PN'A PN'A MS'AMS'A MS'AMS'AMS'A MS'A PN'A PN'A MS'AMS'A MS'AMS'AMS'A MS'A SB'LSB'LSB'L SB'L PN'A PN'A SB'L SB'L SB'L SB'LSB'L SB 'L SB'LSB'L SB'L SB'LSB'LSB'LPN'A PN'A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A PN ' A PN ' A PN ' A PN ' A PN ' A PN ' A QR ' F QR ' F PN ' A PN ' A ZS ' M ZS ' M CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B CA'F CA'F CA'F CA'F QR ' F QR ' F PN ' A PN ' A ZS ' M ZS ' M CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B QR ' F QR ' F PN ' A PN ' A ZS ' M ZS ' M CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A PN ' A PN ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A PN ' A PN ' A MS'A MS'A MS'AMS'A MS'A MS'APN'A PN'A SB'L SB'LSB'L SB'LPN'A PN'A MS'AMS'A MS'AMS'AMS'A MS'A SB'L SB'LSB'LSB'L SB'L SB'LCA'F CA'F CA'F CA'F CA'F CA'F CA'F BT'C BT'C BT'C BT'C BT'C BT'C CA'F CA'F CA'F BT'C BT'C BT'C PG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NWPG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'HPV'H PV'H R'NWR'NWR'NW CA'F CA'F CA'F CA'F CA'F CA'F CA'F BT'C BT'C BT'C BT'C BT'C BT'C CA'F CA'F CA'F BT'C BT'C BT'C PG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NWPG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NW R'NWR'NW R'NWR'NW R'NWR'NW CA'FCA'F CA'F CA'F CA'F CA'F CA'FCA'F CA'FCA'F CA'F CA'F CA'FCA'F CA'F CA'F BT'C BT'C BT'C BT'C BT'C BT'CCA'F CA'F CA'F BT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW PG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW CA'F CA'F CA'F CA'F BT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW BT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NWCA'F CA'F CA'FCA'F CA'F CA'F CA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'C PG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NWPG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NW CA'F CA'F CA'F CA'FCA'F CA'F CA'F BT'C BT'C BT'C BT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'H PV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW BT'C BT'C BT'CBT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW CA'F CA'F CA'F CA'FCA'F CA'F CA'FBT'C BT'C BT'C BT'C BT'C BT'CCA'F CA'F CA'F BT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW PG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NWCA'F CA'F CA'F CA'F CA'F CA'F CA'F BT'C BT'C BT'C BT'C BT'C BT'C CA'F CA'F CA'F BT'C BT'C BT'C PG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NWPG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NW SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G PN ' A PN ' A SB'L SB'L SB'L SB'LPN'A PN'A PN'APN'A SB'LSB'LSB'LSB'L CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA'FCA'FCA'F CA'FCA'F CA'F CA'FCA'F CA ' B CA ' B CA ' B CA ' B RF ' R RF ' R RF ' R PO ' S PO ' S PO ' S PO ' S JH ' B JH ' B B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M PP ' G PP ' G PV ' H PV ' H PV ' H PV ' H CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C CS ' K CS ' K CS ' K CS ' K CS ' KCS ' K PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G MS ' D MS ' D MS ' D MS ' D MS ' D MS ' D MS ' D MS ' D H'L B H'L B H'L B H'L B H'L B H'L B H'L B H'L B H'L B H'L B CA ' B CA ' B RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G PN ' A PN ' A PN ' A PN ' A M'P M'P M'PM'P ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M CA ' B CA ' B CA ' B CA ' B RF ' R RF ' R RF ' R PO ' S PO ' S PO ' S PO ' S JH ' B JH ' B B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M PP ' G PP ' G PV ' H PV ' H PV ' H PV ' H CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C CS ' K CS ' KCS ' K CS ' K CS ' KCS ' K PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G PF ' G MS ' D MS ' D MS ' D MS ' D MS ' D MS ' D MS ' D MS ' D H'L B H'L B H'L B H'L B H'L B H'L B H'L B H'L B H'L B H'L B CA ' B CA ' B RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G PN ' A PN ' A PN ' A PN ' A M'P M'P M'PM'P ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M ZS ' M PP ' G PP ' G PP ' G PP ' G PP ' G PP ' G R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W PO ' S PO ' S JH ' B JH ' B PO ' S PO ' S RF ' R RF ' R RF ' R B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M PV ' H PV ' H PV ' H PV ' H CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K MS ' D PF ' G PF ' G PF ' G PF ' G MS ' D MS ' D MS ' D MS ' D MS ' D H'L B H'L B H'L B H'L B H'L B PF ' G PF ' G H'L B H'L B H'L B H'L B H'L B RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G ZS ' M ZS ' M ZS ' M ZS ' M M'S M'S M'S M'S QR ' F QR ' F QR ' F QR ' F PN ' A PN ' A PN ' A PP ' G PP ' G PP ' G PP ' G PP ' G PP ' G R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W PO ' S PO ' S PO ' S PO ' S RF ' R RF ' R RF ' R B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M PV ' H PV ' H PV ' H PV ' H CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F BT ' C BT ' C CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K MS ' D PF ' G PF ' G PF ' G PF ' G MS ' D MS ' D MS ' D MS ' D MS ' D JH ' B JH ' B JH ' B JH ' B H'L B H'L B H'L B H'L B H'L B PF ' G PF ' G H'L B H'L B H'L B H'L B H'L B ZS ' M ZS ' M ZS ' M ZS ' M M'S M'SM'S M'S QR ' F QR ' F QR ' F QR ' F PN ' A PN ' A PN ' A PN ' A PP ' G PP ' G PP ' G PP ' G PP ' G PP ' G R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W PO ' S PO ' S JH ' B JH ' B PO ' S PO ' S RF ' R RF ' R RF ' R B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M PV ' H PV ' H PV ' H PV ' H CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F BT ' C BT ' C CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K MS ' D PF ' G PF ' G PF ' G PF ' G MS ' D MS ' D MS ' D MS ' D MS ' D JH ' B JH ' B JH ' B JH ' B H'L B H'L B H'L B H'L B H'L B PF ' G PF ' G H'L B H'L B H'L B H'L B H'L B RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G ZS ' M ZS ' M ZS ' M ZS ' M M'S M'S M'S M'S QR ' F QR ' F QR ' F QR ' F PN ' A PN ' A PN ' A PN ' A BT ' C BT ' C P P 'G PP ' G PP ' G PP ' G P P 'G PP ' G R'N W R'N W R'N W R'N W R'N W R 'N W R'N W R'N W R 'N W R'N W R'N W R'N W PO ' S P O 'S JH ' B JH ' B PO ' S P O'S RF ' R RF ' R RF ' R B 'G M B'G M B 'G M B'G M B'G M B 'G M B'G M B'G M B 'GM B'G M B'G M PV ' HPV ' H PV 'H PV 'H C A 'F CA 'F CA 'F CA ' F CA' F C A'F BT ' C BT ' C CS ' K CS' K CS ' K CS ' K CS ' K CS ' K MS ' D PF ' G PF ' G PF ' G PF ' G MS ' D MS ' D MS ' D MS ' D MS ' D JH ' B JH ' B JH ' B J H'B H'L B H'L B H'L B H'L B H'L B PF ' G PF ' G H'L B H'LB H'L B H 'LB H'L B RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' GRF ' G RF ' G RF ' G RF ' G RF ' G Z S 'M Z S 'M ZS ' M ZS ' M M'S M'S M'S M'S Q R 'F QR ' F Q R'F QR ' F PN ' A P N'A PN 'A P N'A PP ' G PP ' G PP ' G PP ' G PP ' G PP ' G R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W PO ' S PO ' S JH ' B JH ' B PO ' S PO ' S RF ' R RF ' R RF ' R B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M PV ' H PV ' H PV ' H PV ' H CA ' FCA ' F CA ' F CA ' F CA ' F CA ' F BT ' C BT ' C CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K MS ' D PF ' G PF ' G PF ' G PF ' G MS ' DMS ' D MS ' DMS ' DMS ' D JH ' B JH ' B JH ' B JH ' B H'L B H'L B H'L B H'L B H'L B PF ' G PF ' G H'L B H'L B H'L B H'L BH'L B RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G ZS ' M ZS ' M ZS ' M ZS ' M M'S M'S M'S M'S QR ' F QR ' F QR ' F QR ' F PN ' A PN ' A PN ' A PN ' A PP ' G PP ' G PP ' G PP ' G PP ' G PP ' G R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W R'N W PO ' S PO ' S JH ' B JH ' B PO ' S PO ' S RF ' R RF ' R RF ' R B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M B'G M PV ' H PV ' H PV ' H PV ' H CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F BT ' C BT ' C CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K MS ' D PF ' G PF ' G PF ' G PF ' G MS ' D MS ' D MS ' D MS ' D MS ' D JH ' B JH ' B JH ' B JH ' B H'L B H'L B H'L B H'L B H'L B PF ' G PF ' G H'L B H'L B H'L B H'L B H'L B RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' GRF ' G RF ' G RF ' G RF ' G RF ' G ZS ' M ZS ' M ZS ' M ZS ' M M'S M'S M'S M'S QR ' F QR ' F QR ' F QR ' F PN ' A PN ' A PN ' A PN ' A CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F AT ' P SB ' LSB ' L SB ' LCS ' K CS ' K CS ' K PN ' A PN ' A AT ' P SB ' LSB ' L SB ' LCS ' K CS ' K CS ' K PN ' A PN ' A CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C R'N W R 'N W R'N W R 'N W R 'N W R'N W P P 'G P P 'G P P 'G PP ' G P N'A P N'A PO ' S B'G M B'G M B'G M PO ' S B'G M JH ' B JH ' B P P'G R 'N W R'N W R'N W J H 'B P P'G R'N W R'N W R'NW JH ' B RF ' R RF ' R RF ' R RF ' R RF ' R RF ' R SB ' L SB ' L CS ' K CS ' K CS ' K CS ' K SB ' L SB ' L P P 'G R'N W R'NW R'N W JH ' B PP ' G R'N W R'N W R 'N W J H 'B RF ' R RF ' R RF ' R RF ' R RF ' R RF ' R SB ' L SB ' L CS ' K CS ' K CS ' K CS ' K SB ' L SB ' L BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H BT ' C BT ' C PV ' H BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H BT ' C BT ' C PV ' H PV ' H PV ' H PV ' H BT ' C BT ' C BT ' C PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H JH ' B JH ' B JH ' B BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' CBT ' C BT ' C BT ' C BT ' C JH ' B JH ' B PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H JH ' B JH ' B JH ' B PV ' H PV ' H PV ' H JH ' B JH ' B JH ' B PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H JH ' B JH ' B JH ' B PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H JH ' B JH ' B JH ' B SB ' LSB ' L SB ' L SB ' LSB ' L SB ' L PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B SB ' LSB ' L SB ' L SB ' LSB ' L SB ' L SB ' LSB ' L SB ' L SB ' LSB ' L SB ' L SB ' LSB ' L SB ' L SB ' LSB ' L SB ' L SB ' LSB ' L SB ' L PV ' H PV ' H PV ' H SB ' LSB ' L SB ' L PV ' H PV ' H SB ' LSB ' L SB ' L PV ' H PV ' H SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L B'G M B'G M B'G M B'G M CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F TY P E 3 T Y P E 3 TY P E 1 TY P E 1 TY P E 3 T Y P E 3 TY P E 1 TY P E 1 TYPE 3TYPE 3TYPE 3 TYPE 3TYPE 1TYPE 1TYPE 2 TYPE 2 TYPE 3 TYPE 3 JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA SJ SJ BT ' C BT ' C SB ' L SB ' L SB ' L JH ' B JH ' B JH ' B JH ' B JH ' B CP JH ' B JH ' B JH ' B JH ' B JH ' B CP PN PN PN PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H CP JH ' B JH ' B JH ' B JH ' B JH ' B PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H PV ' H BT ' C CS ' K RF ' G RF ' G RF ' G RF ' G RF ' G SB ' L SB ' L SB ' L SB ' L SB ' L P O'S PO 'S P O'S P O 'S PO 'S P O 'S RF ' G RF ' G RF ' GRF ' G RF ' G RF ' G CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K (1 ) Z S (1 ) Z S (1 ) Z S (1 ) Z S (1 ) Z S (1 ) Z S (1 ) Z S (1 ) Z S (1 ) Z S (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) F A ' A (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (1 ) A P ' E (5 ) C A ' F (5 ) C A ' F (3 ) P N ' A (6 ) C S ' K (5 ) S B ' L (3 ) P N ' A (1 ) A T ' P (5 ) C A ' F (5 ) C A ' F (5 ) J H ' B (6 ) R F ' G (2 ) P N ' A (7 ) S B ' L (5 ) R F ' G (5 ) S B ' L (5 ) R F ' G (5 ) J H ' B (5 ) C S ' K (1 ) A T ' P (5 ) S B ' L (5 ) C S ' K (1 ) A T ' P (5 ) S B ' L (4 ) C S ' K (5 ) S B ' L (1 ) A T ' P (3 ) C S ' K (4 ) S B ' L (1 ) A T ' P (5 ) J H ' B (3 ) P N (5 ) J H ' B (8 ) M S ' A (3 ) P N (1 ) C P (3 ) P V ' H (5 ) J H ' B (1 ) C P L (3 ) P V ' H (5 ) J H ' B (1 ) C P L (3 ) P N (3 ) P V ' H (1 ) C P L (1 ) C P (3 ) P V ' H (1 ) C P L (5 ) J H ' B (6 ) S B ' L (1 ) C P L (1 0 ) B T ' C (1 ) C P L (5 ) J H ' B (3 ) P N (3 ) P V ' H (1 ) C P (3 ) P V ' H (1 ) C P L (5 ) J H ' B (3 ) P N (3 ) P V ' H (1 ) C P (3 ) P V ' H (1 ) C P L (5 ) J H ' B (3 ) P V ' H (6 ) P V ' H (1 1 ) B T ' C (6 ) R F ' G (6 ) P O ' S (5 ) C S ' K (5 ) S B ' L (1 ) A T ' P (6 )CS 'K (8 ) S B ' L (1 ) A T ' P (7 ) C S ' K (7 ) S B ' L (1 ) A T ' P (7 ) CS 'K (2 ) S B ' L (1 ) A T ' P (8 ) C S ' K (4 ) S B ' L (1 ) A T ' P (4 ) C S ' K (4 ) S B ' L (1 ) A T ' P (4 ) C S ' K (4 ) S B ' L (1 ) A T ' P (6 ) C S ' K (7 ) S B ' L (1 ) A T ' P (4 )C S ' K (4 ) S B ' L (1 ) A T ' P (6 ) C S ' K (2 ) S B ' L (1 ) A T ' P (2 ) C S ' K (2 ) S B ' L (1 ) A T ' P (8 ) C S ' K (7 ) S B ' L (1 ) A T ' P (6 )C S ' K (6 ) S B ' L (1 ) A T ' P (4 ) C S ' K (4 ) S B ' L (1 ) A T ' P (4 ) S B ' L (4 ) S B ' L (4 ) C S ' K (4 ) S B ' L (1 ) A T ' P (2 ) J H ' B (1 ) Z S ' M (3 ) B ' G M (3 ) R ' N W (1 ) Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (1 ) M ' S (6 ) R F ' G (1 ) B T ' C (1 ) M 'S (6 ) R F ' G (1 )B T ' C (3 )R F ' R (2 ) J H ' B (1 ) Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (2 ) J H ' B (1 ) Z S ' M (2 ) B ' G M (3 ) R ' N W (2 ) P O ' S (2 ) P N ' A (2 ) P O ' S (2 ) P N ' A (3 ) B ' G M (1 ) Z S ' M (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (1 ) P P ' G (3 ) R ' N W (5 ) H ' L B (1 ) M ' S (4 ) P V ' H (1 ) M ' S (2 ) P P ' G (3 ) B ' G M (1 ) Z S ' M (3 ) R ' N W (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (1 ) P P ' G (5 ) H ' L B (2 ) B ' G M (1 ) Z S ' M (3 ) R ' N W (2 ) J H ' B (2 ) P N ' A (2 ) P O ' S (1 ) Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (1 ) P P ' G (5 ) H ' L B (3 ) B ' G M (1 ) Z S ' M (3 ) R ' N W (1 ) M ' S (4 ) P V ' H (1 ) M ' S (2 ) P P ' G (1 ) M ' S (6 ) R F ' G (1 ) B T ' C (1 ) M ' S (6 ) R F ' G (1 ) B T ' C (3 ) R F ' R (2 ) J H ' B (3 )P F ' G (1 ) Q R ' F (3 ) C S ' K (1 ) P P ' G (5 ) H ' L B (2 ) J H ' B (1 ) Z S ' M (3 ) B ' G M (3 ) R 'N W (2 ) P O ' S (2 ) P N ' A (2 ) B ' G M (2 ) J H ' B (3 ) R ' N W (1 ) Z S ' M (1 ) Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (1 ) P P ' G (5 ) H ' L B (1 ) M ' S (4 ) P V 'H (1 ) M ' S (2 ) P P ' G (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (5 ) H ' L B (1 ) P P ' G (3 ) B ' G M (1 ) Z S ' M (3 ) R ' N W (2 ) P O ' S (2 ) P N ' A (2 ) J H ' B (1 ) Z S ' M (3 ) B ' G M (3 ) R ' N W (1 ) Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (1 ) M ' S (6 ) R F ' G (1 ) B T ' C (3 ) R F ' R (2 ) J H ' B (1 ) M ' S (6 ) R F ' G (1 ) B T ' C (1 ) Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (2 ) J H ' B (1 ) Z S ' M (3 ) B ' G M (3 ) R ' N W (2 ) P O ' S (2 ) P N ' A (3 ) B ' G M (1 ) Z S ' M (3 ) R'N W (3 ) B ' G M (1 ) Z S ' M (3 ) R ' N W (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (5 ) H ' L B (1 ) P P ' G (2 ) P O ' S (2 ) P N ' A (2 ) J H ' B (1 ) Z S ' M (3 ) B ' G M (3 ) R ' N W (1 ) M ' S (4 ) P V ' H (1 ) M ' S (2 ) P P ' G (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (1 ) P P ' G (5 ) H ' L B (3 ) B ' G M (1 ) Z S ' M (3 ) R ' N W (2 ) P O ' S (2 ) P N ' A (1 ) M ' S (6 )RF ' G (1 ) B T ' C (3 ) R F ' R (2 )J H ' B (1 ) M ' S (6 ) R F ' G (1 ) B T ' C (1 ) Q R 'F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (1 )Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (2 ) J H ' B (1 ) Z S ' M (2 ) B ' G M (3 ) R ' N W (3 ) B ' G M (1 ) Z S ' M (3 ) R ' N W (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (5 ) H ' L B (1 ) P P ' G (1 ) M ' S (4 ) P V ' H (1 ) M ' S (2 ) P P ' G (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (1 ) P P ' G (5 ) H ' L B (2 ) J H ' B (1 ) Z S ' M (3 ) R ' N W (2 ) J H ' B (3 ) B ' G M (2 ) P N ' A (2 ) P O ' S (2 ) J H ' B (1 ) Z S ' M (3 ) B ' G M (3 ) R ' N W (1 ) M ' S (4 ) B T ' C (1 ) M ' S (3 ) R F ' R (1 ) Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (1 ) Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (2 ) P O ' S (2 ) P N ' A (3 ) B ' G M (1 ) Z S ' M (3 ) R ' N W (2 ) J H ' B (4 ) P A (4 ) P A (4 ) P A (3 ) P A (3 ) P A (4 ) P A (3 ) P A (3 ) P A (2 ) S J (2 ) S J (1 ) S J (2 ) P A (3 ) C S ' K (3 ) C S ' K (2 ) Z S (2 )PN ' A (3 ) C A ' B (2 ) Z S (3 ) P N ' A (3 ) C A ' B (4 ) M S ' A (5 ) C A ' B (3 ) M S ' A (5 ) B T ' C (3 ) C A ' B (3 ) M S ' A (3 ) M S ' A (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (5 ) H ' L B (1 ) P P ' G (1 ) M 'S (2 ) P P ' G (1 ) M ' S (4 ) P V ' H (1 ) Z S ' M (3 ) R ' N W (3 ) B ' G M (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (3 ) R ' N W (3 ) B ' G M (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (3 ) B ' G M (3 ) R ' N W (1 ) M ' S (6 ) R F ' G (3 ) B T ' C (1 ) M ' S (6 ) R F ' G (3 ) B T ' C (3 ) R F ' R (2 ) J H ' B (1 ) Q R ' F (3 ) C A ' F (1 ) P P ' G (3 ) M S ' D (1 ) Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (1 ) Z S ' M (3 )B 'G M (3 ) R ' N W (3 ) P F ' G (1 ) Q R ' F (3 ) C S ' K (5 ) H ' L B (1 ) P P ' G (1 ) M 'S (2 ) P P'G (1 ) M ' S (4 ) P V ' H (1 ) Z S ' M (3 ) R ' N W (2 ) J H ' B (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (3 ) R ' N W (3 ) B ' G M (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (2 ) B ' G M (3 ) R ' N W (1 ) M ' S (6 ) R F ' G (3 ) B T ' C (1 ) M ' S (6 ) R F ' G (3 ) B T ' C (2 ) J H ' B (1 ) Q R ' F (3 ) C A ' F (1 )P P ' G (3 ) M S ' D (1 ) Q R ' F (3 ) C A ' F (1 P P ' G (3 ) M S ' D (1 ) Z S ' M (3 ) B ' G M (3 ) R ' N W (3 ) P F ' G (1 ) Q R ' F (3 )C S ' K (5 ) H ' L B (1 ) P P ' G (3 )P F ' G (1 ) Q R ' F (3 )C S ' K (5 ) H ' L B (1 ) P P ' G (2 ) C A 'B (1 ) Z S ' M (3 ) C S ' K (5 ) H ' L B (1 ) M ' P (2 ) P P ' G (1 ) M ' P (4 ) P V ' H (1 ) Z S ' M (3 ) R ' N W (2 ) B ' G M (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (3 ) P F ' G (3 ) B ' G M (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (3 ) B ' G M (3 )P F 'G (1 ) M ' P (3 )R F ' G (3 ) B T ' C (1 ) M ' P (3 ) R F ' G (3 ) B T ' C (3 ) R F ' R (2 ) J H ' B (1 ) Z S ' M (3 ) C A'F (1 ) C A 'B (4 ) M S ' D (1 ) Z S ' M (3 ) C A ' F (1 ) C A ' B (4 ) M S ' D (1 ) Z S ' M (3 ) B ' G M (3 )P F ' G (2 ) C A ' B (1 )Q R ' F (3 ) C S'K (5 ) H ' L B (1 ) M ' S (2 ) P P ' G (1 ) M ' S (4 ) P V ' H (1 ) Z S'M (3 ) P F ' G (3 ) B ' G M (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (3 ) P F ' G (3 ) B ' G M (2 )P N ' A (2 ) P O'S (1 ) Z S ' M (3 ) B ' G M (3 ) P F ' G (1 ) M ' P (3 ) R F ' G (3 ) B T ' C (1 ) M ' P (3 ) R F ' G (3 ) B T ' C (2 ) J H ' B (1 ) Z S ' M (3 ) C A ' F (1 ) C A ' B (4 ) M S ' D (1 ) Z S ' M (3 ) C A ' F (1 ) C A ' B (3 ) M S ' D (3 ) P F ' G (1 ) Z S ' M (3 ) B ' G M (2 )C A 'B (1 ) Z S ' M (3 ) C S ' K (5 ) H 'L B (2 ) C A ' B (1 ) Z S ' M (3 ) C S ' K (5 ) H ' L B (3 ) R F ' R (2 ) C A ' B (1 ) Z S ' M (3 ) C S ' K (5 ) H ' L B (1 ) M ' S (2 ) P P ' G (1 ) M ' S (4 ) P V ' H (1 ) Z S ' M (3 ) P F ' G (3 ) B ' G M (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (3 ) P F ' G (3 ) B ' G M (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (3 ) B ' G M (3 ) P F ' G (1 ) M ' P (3 ) R F ' G (3 ) B T ' C (1 ) M ' P (3 ) R F ' G (3 ) B T ' C (2 ) J H ' B (1 ) Z S ' M (3 ) C A ' F (1 ) C A ' B (4 ) M S ' D (1 ) Z S ' M (3 ) C A ' F (1 ) C A ' B (3 ) M S ' D (3 ) P F ' G (1 ) Z S ' M (3 ) B ' G M (2 )C A ' B (1 ) Z S'M (3 ) C S ' K (5 ) H ' L B (3 )R F ' R (2 ) C S ' K (2 ) S B ' L CA ' B PN ' A PN ' A PN ' A PN ' A (4 ) P N ' A CA'B C A 'B CA'B CA'B RF'R RF'R R F'RPO'S PO'S PO' S PO'S JH'B JH'B B'GM B'G M B'GM B 'G M B'G M B'GM B 'GM B 'GM B'G M B'GM B'GM PP 'G P P'G PV 'H PV'H P V'H PV 'H CA'F C A 'F CA'F CA'F C A 'FCA'F BT'CBT'C BT 'C BT'C BT 'C BT'C CS'KCS'KCS' K CS'KCS'K CS'K PF'G PF'G P F'G P F'G PF'G PF 'G P F'G PF 'G PF 'G PF'G PF'G P F 'G MS'D MS'D MS'D MS'D MS 'D MS'D MS'D MS'D H'L B H'LB H'LBH'LB H 'LB H 'LB H'L B H'LB H 'LB H'LB CA'B CA'B R F'G RF'G RF'G RF 'G RF'G RF'G PN' A PN 'A PN'A PN'A M 'P M 'P M'P M 'P Z S 'M ZS 'M ZS'M Z S 'M ZS 'M ZS 'M ZS 'M ZS'M (2 )C A ' B (1 ) Z S ' M (3 ) C S ' K (5 ) H ' L B (1 ) M 'P (4 ) P V ' H (2 ) P P ' G (1 ) Z S ' M (3 ) P F ' G (2 ) B ' G M (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (3 ) P F ' G (3 ) B ' G M (2 ) P N ' A (2 ) P O ' S (1 ) Z S ' M (3 ) B ' G M (3 ) P F ' G (1 ) M ' P (3 ) R F ' G (3 )B T ' C (1 ) M ' P (3 ) R F ' G (3 ) B T ' C (3 ) R F ' R (1 ) Z S ' M (3 ) C A ' F (1 )C A ' B (4 ) M S ' D (1 ) Z S ' M (3 ) C A ' F (1 ) C A ' B (4 ) M S ' D (1 ) Z S ' M (3 ) B ' G M (3 )P F'G (2 ) CA 'B (1 ) Z S ' M (3 )CS 'K (5 ) H ' LB CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K (4 )C S ' K (4 ) C S ' K PN ' A PN ' A PN ' A R'N W R'N W R'N W R'N W R'N W (3 ) P N ' A (5 ) R ' N W (1 ) M ' P (2 ) J H ' B PN ' A PN ' A PN ' A PN ' A PN ' A PN ' A PN ' A QR ' F QR ' F ZS ' M ZS ' M ZS ' M M'S (1 ) M ' S M'S (1 ) M ' S M'S (1 ) M ' S M'S (1 ) M ' S (3 ) P N 'A SJ SJ SJ SJ (1 ) S J (1 ) S J (1 ) S J (1 ) S J CA ' F CA ' FCA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' F CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B CA ' B BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C BT ' C MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' A MS ' AMS ' A MS ' A MS ' AMS ' A PF ' GPF ' GPF ' G PF ' G PF ' G PO ' S PO ' S PO ' S P O ' S P O ' S P O ' S RF ' G RF ' G RF ' G RF ' G RF ' G RF ' G RF ' GRF ' G RF ' G RF ' GRF ' G RF ' G RF ' G RF ' G RF ' G R'N W R'N W R'N W R'N W R'N W CA ' F CA ' F CA ' F CS ' K CS ' K CS ' K CS ' K CS ' K CS ' K H'L B H'L B H'L B H'L B H'L B H'L B H'L B H'L B SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L PV ' H PV ' H PV ' H H'L B H'L B H'L B H'L B H'L B CA ' FCA ' FCA ' F B'G M B'G M B'G MB'G M B'G M B'G M B'G M SB ' L SB ' L SB ' L SB ' L SB ' L SB ' L (3 ) M S ' A (3 ) P O ' S (1 ) C A ' B (5 ) B T ' C (1 ) C A ' B (1 ) C A ' B (3 ) S B ' L (3 ) R F ' G (7 ) C A ' F (3 ) C S ' K (5 ) R ' N W (5 ) H ' L B (3 ) C S ' K (3 ) Z S ' M (3 ) P V ' H (3 ) M S ' A (3 ) R F ' G (3 ) S B ' L (3 ) B ' G M (3 ) S B ' L (4 ) H ' L B (4 ) H ' L B (3 ) S B ' L (4 ) B ' G M (3 ) S B ' L (3 ) M S ' A (3 ) R F ' G (3 ) C A ' F (3 ) C A ' F (3 ) S B ' L (6 ) C A ' F (3 ) C A ' B (3 ) P O ' S (5 ) P F ' G (6 ) M S ' A (6 ) B T ' C (4 ) C A ' B (6 ) C A ' F (4 ) P N ' A (4 ) C A ' F (3 ) C A ' F SJ (1 ) S J JH ' B JH ' B (2 ) J H ' B JH ' B JH ' B JH ' B JH ' B (2 ) J H ' B (2 ) J H ' B JH ' B JH ' B JH ' B JH ' B (2 ) J H ' B (2 ) J H ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B JH ' B (3 ) B ' G M (2 ) J H ' B (2 ) J H ' B (2 ) J H ' B (1 ) Z S (1 ) Z S (1 ) Z S (1 ) Z S POSTMATERIAL AUTOKICKPLATETITLEBLOCKDISPLAYBURYTYPEAGEGROUPDESCRIPTION PACKANDMARKCODEDECKINCREMENTBORDERCOLORNBREXCLUDEFROMQKSTRUCTURENAMEFINALMAXFALLMAXFALLDESCRIPTION PLAYSYSTEM LP-COVER PR O J E C T I N F O R M A T I O N DE V E L O P E R / P R O P E R T Y O W N E R / C L I E N T IS S U E D A T E LANDSCAPE PLAN 3450 N. TRIUMPH BLVD. SUITE 102 LEHI, UTAH 84043 (801) 960-2698 www.pkjdesigngroup.com PKJ DESIGN GROUP L.L.C.PM:DRAWN:CHECKED:JTA KBA TM PL A N I N F O R M A T I O N PR O J E C T N U M B E R LICENSE STAMP GR A P H I C S C A L E : 1 " = 15 0 ' 60 0 ' 30 0 ' 15 0 ' 75 ' 0' PLOT DATE: De v e l o p e r / P r o p e r t y O w n e r : Cl i e n t / E n g i n e e r : 6/25/2018 CA L L B E F O R E Y O U D I G . IT ' S F R E E A N D I T ' S T H E L A W DI G L I N E I N C O F I D A H O UT I L I T Y N O T I F I C A T I O N C E N T E R , I N C 1- 8 0 0 - 3 4 2 - 1 5 8 5 ww w . d i g l i n e . c o m N LANDSCAPE ARCHITECT / PLANNER 47 2 N O R T H Y E L L O W S T O N E H W Y RE X B U R G , I D A H O TH O M S O N F A R M S STILLWATER EQUITY PARTNERS PA R T 1 - G E N E R A L 1. 1 S U M M A R Y A. T h i s s e c t i o n i n c l u d e s l a n d s c a p e p r o c e d u r e s f o r t h e P r o j e c t i n cl u d i n g a l l l a b o r , m a t e r i a l s , a n d in s t a l l a t i o n n e c e s s a r y , b u t n o t l i m i t e d t o , t h e f o l l o w i n g : 1. S o i l A m e n d m e n t s 2. F i n e G r a d i n g 3. C u l t i v a t i o n 4. L a n d s c a p e E d g i n g 5. T u r f P l a n t i n g 6. F u r n i s h a n d I n s t a l l i n g P l a n t 7. M a i n t e n a n c e 8. M o w i n g 9. W e e d i n g 1. 2 S I T E C O N D I T I O N S A. E x a m i n a t i o n : B e f o r e s u b m i t t i n g a B i d , e a c h C o n t r a c t o r s h a l l c ar e f u l l y e x a m i n e t h e C o n t r a c t Do c u m e n t s ; s h a l l v i s i t t h e s i t e o f t h e W o r k ; s h a l l f u l l y i n f o r m t h e m s e l v e s a s t o a l l e x i s t i n g co n d i t i o n s a n d l i m i t a t i o n s ; a n d s h a l l i n c l u d e i n t h e B i d t h e c o st o f a l l i t e m s r e q u i r e d b y t h e Co n t r a c t D o c u m e n t s a r e a t a v a r i a n c e w i t h t h e a p p l i c a b l e l a w s , bu i l d i n g c o d e s , r u l e s , re g u l a t i o n s , o r c o n t a i n o b v i o u s e r r o n e o u s o r u n c o o r d i n a t e d i n f o rm a t i o n , t h e C o n t r a c t o r s h a l l pr o m p t l y n o t i f y t h e P r o j e c t R e p r e s e n t a t i v e a n d t h e n e c e s s a r y c h an g e s s h a l l b e a c c o m p l i s h e d by A d d e n d u m . B. P r o t e c t i o n : C o n t r a c t o r t o c o n d u c t t h e W o r k i n s u c h a m a n n e r t o p r o t e c t a l l e x i s t i n g un d e r g r o u n d u t i l i t i e s o r s t r u c t u r e s . C o n t r a c t o r t o r e p a i r o r r e pl a c e a n y d a m a g e d u t i l i t y o r st r u c t u r e u s i n g i d e n t i c a l m a t e r i a l s t o m a t c h e x i s t i n g a t n o e x p en s e t o t h e O w n e r . C. I r r i g a t i o n S y s t e m : D o n o t b e g i n p l a n t i n g u n t i l t h e i r r i g a t i o n s y s t e m i s c o m p l e t e l y i n s t a l l e d , i s ad j u s t e d f o r f u l l c o v e r a g e a n d i s c o m p l e t e l y o p e r a t i o n a l . 1. 3 P E R M I T S A. Bl u e S t a k e / D i g L i n e : W h e n d i g g i n g i s r e q u i r e d , “ B l u e S t a k e ” o r “ D i g L i n e ” t h e w o r k s i t e a n d id e n t i f y t h e a p p r o x i m a t e l o c a t i o n o f a l l k n o w n u n d e r g r o u n d u t i l it i e s o r s t r u c t u r e s . 1. 4 P L A N T D E L I V E R Y , Q U A L I T Y , A N D A V A I L A B I L I T Y A. U n a u t h o r i z e d s u b s t i t u t i o n s w i l l n o t b e a c c e p t e d . I f p r o o f i s su b m i t t e d t h a t s p e c i f i c p l a n t s o r pl a n t s i z e s a r e u n o b t a i n a b l e , w r i t t e n s u b s t i t u t i o n r e q u e s t s w i l l b e c o n s i d e r e d f o r t h e n e a r e s t eq u i v a l e n t p l a n t o r s i z e . A l l s u b s t i t u t i o n r e q u e s t s m u s t b e m a d e i n w r i t i n g a n d p r e f e r a b l y be f o r e t h e b i d d u e d a t e . 1. 5 F I N A L I N S P E C T I O N A. A l l p l a n t s w i l l b e i n s p e c t e d a t t h e t i m e o f F i n a l I n s p e c t i o n pr i o r t o r e c e i v i n g a L a n d s c a p e Su b s t a n t i a l C o m p l e t i o n f o r c o n f o r m a n c e t o s p e c i f i e d p l a n t i n g p r oc e d u r e s , a n d f o r g e n e r a l ap p e a r a n c e a n d v i t a l i t y . A n y p l a n t n o t a p p r o v e d b y t h e P r o j e c t Re p r e s e n t a t i v e w i l l b e re j e c t e d a n d r e p l a c e d i m m e d i a t e l y . 1. 6 L A N D S C A P E S U B S T A N T I A L C O M P L E T I O N A. A S u b s t a n t i a l C o m p l e t i o n C e r t i f i c a t e w i l l o n l y b e i s s u e d b y t he P r o j e c t R e p r e s e n t a t i v e fo r “ l a n d s c a p e a n d i r r i g a t i o n ” i n t h e i r e n t i r e t y . S u b s t a n t i a l C om p l e t i o n w i l l n o t b e pr o p o r t i o n e d t o b e d e s i g n a t e d a r e a s o f a p r o j e c t . 1. 7 M A I N T E N A N C E A. P l a n t M a t e r i a l : T h e C o n t r a c t o r i s r e s p o n s i b l e t o m a i n t a i n a l l p l a n t e d m a t e r i a l s i n a h e a l t h y an d g r o w i n g c o n d i t i o n f o r 3 0 d a y s a f t e r r e c e i v i n g a L a n d s c a p e S ub s t a n t i a l C o m p l e t i o n a t wh i c h t i m e t h e G u a r a n t e e p e r i o d c o m m e n c e s . T h i s m a i n t e n a n c e i s to i n c l u d e m o w i n g , we e d i n g , c u l t i v a t i n g , f e r t i l i z i n g , m o n i t o r i n g w a t e r s c h e d u l e s , co n t r o l l i n g i n s e c t s a n d d i s e a s e s , re - g u y i n g a n d s t a k i n g , a n d a l l o t h e r o p e r a t i o n s o f c a r e n e c e s s a ry f o r t h e p r o m o t i o n o f r o o t gr o w t h a n d p l a n t l i f e s o t h a t a l l p l a n t s a r e i n a c o n d i t i o n s a t is f a c t o r y a t t h e e n d o f t h e gu a r a n t e e p e r i o d . T h e C o n t r a c t o r s h a l l b e h e l d r e s p o n s i b l e f o r fa i l u r e t o m o n i t o r w a t e r i n g op e r a t i o n s a n d s h a l l r e p l a c e a n y a n d a l l p l a n t m a t e r i a l t h a t i s l o s t d u e t o i m p r o p e r ap p l i c a t i o n o f w a t e r . 1. 8 G U A R A N T E E A. G u a r a n t e e : A g u a r a n t e e p e r i o d o f o n e y e a r s h a l l b e g i n f r o m e n d o f m a i n t e n a n c e p e r i o d a n d fi n a l a c c e p t a n c e f o r t r e e s , s h r u b s , a n d g r o u n d c o v e r s . A l l p l a n ts s h a l l g r o w a n d b e h e a l t h y f o r th e g u a r a n t e e p e r i o d a n d t r e e s s h a l l l i v e a n d g r o w i n a c c e p t a b l e u p r i g h t p o s i t i o n . A n y p l a n t no t a l i v e , i n p o o r h e a l t h , o r i n p o o r c o n d i t i o n a t t h e e n d o f t he g u a r a n t e e p e r i o d w i l l b e re p l a c e d i m m e d i a t e l y . A n y p l a n t w i l l o n l y n e e d t o b e r e p l a c e d o nc e d u r i n g t h e g u a r a n t e e pe r i o d . C o n t r a c t o r t o p r o v i d e d o c u m e n t a t i o n s h o w i n g w h e r e e a c h pl a n t t o b e r e p l a c e d i s lo c a t e d . A n y o u t s i d e f a c t o r s , s u c h a s v a n d a l i s m o r l a c k o f m a i n te n a n c e o n t h e p a r t o f t h e Ow n e r , s h a l l n o t b e p a r t o f t h e g u a r a n t e e PA R T I I - P R O D U C T S 2. 1 L A N D S C A P E M A T E R I A L S A. T r e e S t a k i n g : A l l t r e e s s h a l l b e s t a k e d f o r o n e y e a r w a r r a n t y p e r i o d . A l l t r e e s n o t p l u m b s h a l l be r e p l a c e d . S t a k e d t r e e s s h a l l u s e v i n y l t r e e t i e s a n d t r e e s t ak e s t w o ( 2 ) i n c h b y t w o ( 2 ) b y ei g h t ( 8 ) f o o t c o m m o n p i n e s t a k e s u s e d a s s h o w n o n t h e d e t a i l s . B. T r e e W r a p : T r e e w r a p i s n o t t o b e u s e d . C. M u l c h : S e e P l a n s . A l l p l a n t e r b e d s t o r e c e i v e a m i n i m u m 4 ” l a ye r f o r t r e e s , s h r u b s , a n d pe r e n n i a l s a n d 1 ” f o r g r o u n d c o v e r s . D. W e e d B a r r i e r : D e W i t t 5 o z . w e e d b a r r i e r f a b r i c . M a n u f a c t u r e d by D e W i t t C o m p a n y , de w i t t c o m p a n y . c o m o r a p p r o v e d e q u a l . E. T r e e , S h r u b , a n d G r a s s B a c k f i l l M i x t u r e ; B a c k f i l l m i x t u r e t o be 5 0 % n a t i v e s o i l a n d 5 0 % to p s o i l , t h o r o u g h l y m i x e d t o g e t h e r p r i o r t o p l a c e m e n t . F. T o p s o i l : R e q u i r e d f o r t u r f a r e a s , p l a n t e r b e d s a n d B a c k f i l l M ix t u r e . A c c e p t a b l e t o p s o i l s h a l l me e t t h e f o l l o w i n g s t a n d a r d s : a. P H : 5 . 5 - 7 . 5 b. E C ( e l e c t r i c a l c o n d u c t i v i t y ) : < 2 . 0 m m h o s p e r c e n t i m e t e r c. S A R ( s o d i u m a b s o r p t i o n r a t i o n ) : < 3 . 0 d. % O M ( p e r c e n t o r g a n i c m a t t e r ) : > 1 % e. T e x t u r e ( p a r t i c l e s i z e p e r U S D A s o i l c l a s s i f i c a t i o n ) : S a n d < 7 0% ; C l a y < 3 0 % ; S i l t < 7 0 % , St o n e f r a g m e n t s ( g r a v e l o r a n y s o i l p a r t i c l e g r e a t e r t h a n t w o ( 2) m m i n s i z e ) < 5 % b y vo l u m e . G. T u r f S o d : A l l s o d s h a l l b e 1 8 m o n t h o l d a s s p e c i f i e d o n p l a n s ( o r a p p r o v e d e q u a l ) t h a t h a s be e n c u t f r e s h t h e m o r n i n g o f i n s t a l l a t i o n . O n l y s o d t h a t h a s b ee n g r o w n o n a c o m m e r c i a l so d f a r m s h a l l b e u s e d . O n l y u s e s o d f r o m a s i n g l e s o u r c e . H. L a n d s c a p e E d g i n g : H e a d e r s a n d E d g i n g s i x ( 6 ) i n c h e s b y f o u r ( 4) i n c h e s e x t r u d e d c o n c r e t e cu r b m a d e u p o f t h e f o l l o w i n g m a t e r i a l s : a. W a s h e d m o r t a r s a n d f r e e o f o r g a n i c m a t e r i a l . b. P o r t l a n d C e m e n t ( s e e c o n c r e t e s p e c . b e l o w f o r t y p e ) c. R e i n f o r c e d f i b e r - S p e c i f i c a l l y p r o d u c e d f o r c o m p a t i b i l i t y w i th a g g r e s s i v e a l k a l i n e en v i r o n m e n t o f P o r t l a n d c e m e n t - b a s e d c o m p o s i t e s . d. O n l y p o t a b l e w a t e r f o r m i x i n g . PA R T I I I - E X E C U T I O N 3. 1 G R A D I N G A. T o p s o i l P r e p a r a t i o n : G r a d e p l a n t i n g a r e a s a c c o r d i n g t o t h e g r ad i n g p l a n . E l i m i n a t e u n e v e n ar e a s a n d l o w s p o t s . P r o v i d e f o r p r o p e r g r a d i n g a n d d r a i n a g e . B. T o p s o i l P l a c e m e n t : S l o p e s u r f a c e d a w a y f r o m b u i l d i n g a t t w o ( 2) p e r c e n t s l o p e w i t h n o po c k e t s o f s t a n d i n g w a t e r . E s t a b l i s h f i n i s h g r a d e s o f o n e ( 1 ) i nc h e s f o r p l a n t e r s b e l o w g r a d e of a d j a c e n t p a v e d s u r f a c e d . P r o v i d e n e a t , s m o o t h , a n d u n i f o r m f in i s h g r a d e s . R e m o v e su r p l u s s u b - s o i l a n d t o p s o i l f r o m t h e s i t e . C. C o m p a c t i o n : c o m p a c t i o n u n d e r h a r d s u r f a c e a r e a s ( a s p h a l t p a t h s a n d c o n c r e t e s u r f a c e s ) sh a l l b e n i n e t y - f i v e ( 9 5 ) p e r c e n t . C o m p a c t i o n u n d e r p l a n t i n g a r ea s s h a l l b e b e t w e e n ei g h t y - f i v e ( 8 5 ) a n d n i n e t y ( 9 0 ) p e r c e n t . 3. 2 T U R F G R A D I N G A. T h e s u r f a c e o n w h i c h t h e s o d i s t o b e l a i d s h a l l b e f i r m a n d fr e e f r o m fo o t p r i n t s , d e p r e s s i o n s , o r u n d u l a t i o n s o f a n y k i n d . T h e s u r f a c e s h a l l b e f r e e o f a l l m a t e r i a l s la r g e r t h a n 1 / 2 ” i n d i a m e t e r . B. T h e f i n i s h g r a d e o f t h e t o p s o i l a d j a c e n t t o a l l s i d e w a l k s , m o w- s t r i p s , e t c . p r i o r t o t h e l a y i n g o f so d , s h a l l b e s e t s u c h t h a t t h e c r o w n o f t h e g r a s s s h a l l b e a t th e s a m e l e v e l a s t h e a d j a c e n t co n c r e t e o r h a r d s u r f a c e . N o e x c e p t i o n s . 3. 3 P L A N T I N G O P E R A T I O N S A. R e v i e w t h e e x a c t l o c a t i o n s o f a l l t r e e s a n d s h r u b s w i t h t h e P ro j e c t R e p r e s e n t a t i v e f o r ap p r o v a l p r i o r t o t h e d i g g i n g o f a n y h o l e s . P r e p a r e a l l h o l e s a cc o r d i n g t o t h e d e t a i l s o n t h e dr a w i n g s . B. W a t e r p l a n t s i m m e d i a t e l y u p o n a r r i v a l a t t h e s i t e . M a i n t a i n i n m o i s t c o n d i t i o n u n t i l p l a n t e d . C. B e f o r e p l a n t i n g , l o c a t e a l l u n d e r g r o u n d u t i l i t i e s p r i o r t o d i gg i n g . D o n o t p l a c e p l a n t s o n o r ne a r u t i l i t y l i n e s . D. T h e t r e e p l a n t i n g h o l e s h o u l d b e t h e s a m e d e p t h a s t h e r o o t b al l , a n d t h r e e t i m e s t h e di a m e t e r o f t h e r o o t b a l l . E. T r e e s m u s t b e p l a c e d o n u n d i s t u r b e d s o i l a t t h e b o t t o m o f t h e p l a n t i n g h o l e . F. T h e t r e e h o l e d e p t h s h a l l b e d e t e r m i n e d s o t h a t t h e t r e e m a y be s e t s l i g h t l y h i g h o f f i n i s h gr a d e , 1 ” t o 2 ” a b o v e t h e b a s e o f t h e t r u n k f l a r e , u s i n g t h e t o p o f t h e r o o t b a l l a s a g u i d e . G. P l a n t i m m e d i a t e l y a f t e r r e m o v a l o f c o n t a i n e r f o r c o n t a i n e r p l an t s . H. S e t t r e e o n s o i l a n d r e m o v e a l l b u r l a p , w i r e b a s k e t s , t w i n e , wr a p p i n g s , e t c . b e f o r e b e g i n n i n g an d b a c k f i l l i n g o p e r a t i o n s . D o n o t u s e p l a n t i n g s t o c k i f t h e b a ll i s c r a c k e d o r b r o k e n b e f o r e o r du r i n g p l a n t i n g o p e r a t i o n . I. A p p l y v i t a m i n B - 1 r o o t s t i m u l a t o r a t t h e r a t e o f o n e ( 1 ) t a b l es p o o n p e r g a l l o n . J. U p o n c o m p l e t i o n o f b a c k f i l l i n g o p e r a t i o n , t h o r o u g h l y w a t e r t r ee t o c o m p l e t e l y s e t t l e t h e s o i l an d f i l l a n y v o i d s t h a t m a y h a v e o c c u r r e d . U s e a w a t e r i n g h o s e , n o t t h e a r e a i r r i g a t i o n sy s t e m . I f a d d i t i o n a l p r e p a r e d t o p s o i l m i x t u r e n e e d s t o b e a d d e d. I t s h o u l d b e a c o u r s e r m i x as r e q u i r e d t o e s t a b l i s h f i n i s h g r a d e a s i n d i c a t e d o n t h e d r a w i ng s . K. T h e a m o u n t o f p r u n i n g s h a l l b e l i m i t e d t o t h e m i n i m u m n e c e s s a ry t o r e m o v e d e a d o r i n j u r e d tw i g s a n d b r a n c h e s . A l l c u t s , s c a r s , a n d b r u i s e s s h a l l b e p r o p e rl y t r e a t e d a c c o r d i n g t o t h e di r e c t i o n o f t h e P r o j e c t R e p r e s e n t a t i v e . P r o p e r p r u n i n g t e c h n i q ue s s h a l l b e u s e d . D o n o t le a v e s t u b s a n d d o n o t c u t t h e l e a d e r b r a n c h . I m p r o p e r p r u n i n g sh a l l b e c a u s e f o r r e j e c t i o n of t h e p l a n t m a t e r i a l . L. P r e p a r e a w a t e r i n g c i r c l e o f 2 ' d i a m e t e r a r o u n d t h e t r u n k . F o r c o n i f e r s , e x t e n d t h e w a t e r i n g we l l t o t h e d r i p l i n e o f t h e t r e e c a n o p y . P l a c e m u l c h a r o u n d t h e p l a n t e d t r e e s . 3. 4 T U R F - S O D L A Y I N G A. T o p S o i l A m e n d m e n t s : P r i o r t o l a y i n g s o d , c o m m e r c i a l f e r t i l i z er s h a l l b e a p p l i e d a n d in c o r p o r a t e d i n t o t h e u p p e r f o u r ( 4 ) i n c h e s o f t h e t o p s o i l a t a r a t e o f f o u r p o u n d s o f n i t r o g e n pe r o n e t h o u s a n d ( 1 , 0 0 0 ) s q u a r e f e e t . A d j u s t f e r t i l i z a t i o n m i x t ur e a n d r a t e o f a p p l i c a t i o n a s ne e d e d t o m e e t r e c o m m e n d a t i o n s g i v e n b y t o p s o i l a n a l y s i s . I n c l u de o t h e r a m e n d m e n t s a s re q u i r e d . B. F e r t i l i z a t i o n : T h r e e w e e k s a f t e r s o d p l a c e m e n t f e r t i l i z e t h e tu r f a t a r a t e o f ½ p o u n d o f ni t r o g e n p e r 1 0 0 0 s q u a r e f e e t . U s e f e r t i l i z e r s p e c i f i e d a b o v e . Ad j u s t f e r t i l i z a t i o n m i x t u r e a n d ra t e s t o m e e t r e c o m m e n d a t i o n s g i v e n b y t o p s o i l a n a l y s i s . C. S o d A v a i l a b i l i t y a n d C o n d i t i o n : T h e C o n t r a c t o r s h a l l s a t i s f y hi m s e l f a s t o t h e e x i s t i n g co n d i t i o n s p r i o r t o a n y c o n s t r u c t i o n . T h e C o n t r a c t o r s h a l l b e f ul l y r e s p o n s i b l e f o r f u r n i s h i n g an d l a y a l l s o d r e q u i r e d o n t h e p l a n s . H e s h a l l f u r n i s h n e w s o d a s s p e c i f i e d a b o v e a n d l a y i t s o as t o o c o m p l e t e l y s a t i s f y t h e i n t e n t a n d m e a n i n g o f t h e p l a n s a nd s p e c i f i c a t i o n a t n o e x t r a co s t t o t h e o w n e r . I n t h e c a s e o f p l a n s a n d s p e c i f i c a t i o n a t n o e x t r a c o s t t o t h e o w n e r . I n t h e ca s e o f a n y d i s c r e p a n c y i n t h e a m o u n t o f s o d t o b e r e m o v e d o r a mo u n t t o b e u s e d , i t s h a l l b e th e C o n t r a c t o r ' s r e s p o n s i b i l i t y t o r e p o r t s u c h t o t h e P r o j e c t R ep r e s e n t a t i v e p r i o r t o co m m e n c i n g t h e w o r k . D. S o d L a y i n g : T h e s u r f a c e u p o n w h i c h t h e n e w s o d t o b e l a i d w i l l b e p r e p a r e d a s s p e c i f i e d ab o v e . A r e a s w h e r e s o d i s t o b e l a i d s h a l l b e c u t t r i m m e d , o r s ha p e d t o r e c e i v e f u l l w i d t h s o d (m i n i m u m t w e l v e ( 1 2 ) i n c h e s ) . N o p a r t i a l s t r i p o r p i e c e s w i l l b e a c c e p t e d . E. S o d s h a l l b e t a m p e d l i g h t l y a s e a c h p i e c e i s s e t t o i n s u r e t h at g o o d c o n t a c t i s m a d e b e t w e e n ed g e s a n d a l s o t h e g r o u n d . S o d l a i d o n a n y s l o p e d a r e a s s h a l l b e a n c h o r e d w i t h w o o d e n do w e l s o r o t h e r m a t e r i a l s w h i c h a r e a c c e p t e d b y t h e g r a s s s o d i nd u s t r y . F. A p p l y w a t e r d i r e c t l y a f t e r l a y i n g s o d . R a i n f a l l i s n o t a c c e p t ab l e . G. W a t e r i n g o f t h e s o d s h a l l b e t h e c o m p l e t e r e s p o n s i b i l i t y o f t he C o n t r a c t o r b y w h a t e v e r me a n s n e c e s s a r y t o e s t a b l i s h t h e s o d i n a n a c c e p t a b l e m a n n e r t o t h e e n d o f t h e M a i n t e n a n c e pe r i o d . I f a n i r r i g a t i o n s y s t e m i s i n p l a c e o n t h e s i t e , b u t f o r w h a t e v e r r e a s o n , w a t e r i s n o t av a i l a b l e i n t h e s y s t e m . I t i s t h e r e s p o n s i b i l i t y o f t h e C o n t r a ct o r t o w a t e r t h e s o d b y w h a t e v e r me a n s , u n t i l t h e s o d i s a c c e p t e d b y t h e P r o j e c t R e p r e s e n t a t i v e . H. P r o t e c t i o n o f t h e n e w l y l a i d s o d s h a l l b e t h e c o m p l e t e r e s p o n si b i l i t y o f t h e C o n t r a c t o r . T h e Co n t r a c t o r s h a l l p r o v i d e a c c e p t a b l e v i s u a l b a r r i e r s , t o i n c l u d e b a r r i c a d e s s e t a p p r o p r i a t e di s t a n c e s w i t h s t r i n g s o r t a p e s b e t w e e n b a r r i e r s , a s a n i n d i c a t io n o f n e w w o r k . T h e Co n t r a c t o r i s t o r e s t o r e a n y d a m a g e d a r e a s c a u s e d b y o t h e r s ( i n cl u d i n g v e h i c u l a r t r a f f i c ) , er o s i o n , e t c , u n t i l s u c h t i m e a s t h e l a w n i s a c c e p t e d b y t h e O w ne r . I. A l l s o d t h a t h a s n o t b e e n l a i d w i t h i n 2 4 h o u r s s h a l l b e d e e m e d u n a c c e p t a b l e a n d w i l l b e re m o v e d f r o m t h e s i t e . 3. 5 W E E D B A R R I E R A. C u t a s l i t o r x a t e a c h p l a n t l o c a t i o n n o l a r g e r t h a n n e c e s s a ry t o i n s t a l l p l a n t . B. O v e r l a p r o w s o f f a b r i c m i n . 6 ” C. S t a b l e f a b r i c e d g e s a n d o v e r l a p s t o g r o u n d . EN D O F S E C T I O N LA N D S C A P E P L A N S P E C I F I C A T I O N S NO . R E V I S I O N DA T E 1 2 3 4 5 6 7 06 - 2 5 - 2 0 1 8 I D 1 7 0 0 8 ENSIGN ENGINEERS 45 WEST 10000 SOUTH,SUITE 500 SANDY, UT 84070160 W CANYON CREST RD ALPINE, UTAH 84004 PH: 801-216-8850 LP 1 . 1 LP 1 . 2 LP 1 . 4 LP 1 . 3 LP 1 . 5 LP 1 . 6 PLAYGROUND EQUIPMENT LP1.3: LANDSCAPE STRUCTURES #111704-1-2 & PONCE-PRESERVE-2701 PR E L I M I N A R Y C O D E 5. 1 0 . 9 0 . L A N D S C A P I N G P E R U N I T . T H E I N T E N T I S T O H A V E A V A R I E T Y O F P L A N T M A T E R I A L S T O G I V E C O L OR A N D T E X T U R E ; T O D I R E C T T R A F F I C ; TO F R A M E V I E W S ; A N D T O S C R E E N U N D E S I R A B L E V I E W S . a. M I N I M U M . A M I N I M U M O F T H R E E ( 3 ) , O N E A N D O N E - H A L F (1 ½ ” ) I N C H C A L I P E R D E C I D U O U S T R E E S O R FO U R ( 4 ' ) F E E T T A L L E V E R G R E E N T R E E S , A N D F O U R ( 4 ) S H R U B S S H A L L BE P L A N T E D F O R E A C H L O T I N A P U D SU B D I V I S I O N , A S W E L L A S B U I L D I N G F O U N D A T I O N P L A N T I N G O F A P P R O P R IA T E S H R U B S , F L O W E R S , O R GR O U N D C O V E R S . b. D E S I G N T H E M E . L A N D S C A P I N G I N T H E P A R K S T R I P I N T H E S T R E E T R I G H T - O F - W A Y S H A L L H A V E A U N I F I E D DE S I G N T H E M E I N P U D S U B D I V I S I O N S . M U L T I P L E F A M I L Y P U D ' S S H A L L PR O V I D E A M I N I M U M O F O N E ( 1 ) DE C I D U O U S O R E V E R G R E E N T R E E P E R T W O ( 2 ) U N I T S , A N D T W O ( 2 ) S H R U BS P E R U N I T . c. L A N D S C A P E P L A N . A P P L I C A N T M A Y P R O V I D E A L A N D S C A P E P L A N T H A T V A R I E S F R O M T H E S E RE Q U I R E M E N T S T O T H E P L A N N I N G A N D Z O N I N G C O M M I S S I O N F O R A P P R O V A L A S M E E T I N G T H E “ S P I R I T ” O F TH E R E Q U I R E M E N T S . d. D E C I D U O U S T R E E S . T H E P L A C E M E N T A N D T Y P E S O F D E C I D U O U S T R E E S S H A L L T A K E I N T O C O NS I D E R A T I O N US E O F T H E T R E E S F O R S U M M E R C O O L I N G A N D W I N T E R S O L A R A C C E S S . e. E V E R G R E E N T R E E S . E V E R G R E E N T R E E S S H O U L D B E U S E D A S W I N D B R E A K S , S C R E E N I N G , A N D AC C E N T PL A N T I N G S . f. W A T E R C O N S E R V A T I O N . T H E M A J O R I T Y O F N E W P L A N T M A T E R I A L U S E D F O R L A N D S C A P I N G T H E DE V E L O P M E N T S H O U L D B E W A T E R C O N S E R V I N G P L A N T S . T H E L A N D S C A P I N G D E S I G N S H A L L L O C A T E P L A N T MA T E R I A L S I N S I M I L A R W A T E R U S A G E D E M A N D Z O N E S T O I N S U R E P R O P E R IR R I G A T I O N C O V E R A G E A N D RE D U C E W A S T E F U L I R R I G A T I O N C O V E R A G E A N D R E D U C E W A S T E F U L W A T E R I N G. N A T I V E P L A N T S A R E PR E F E R R E D . SI T E R E Q U I R E M E N T C A L C U L A T I O N S LA N D S C A P E R E Q U I R E M E N T S REQ'D:PROVIDED: RE - L A N D S C A P E D A R E A 1 0 0 % ST R E E T T R E E B O U L E V A R D : 1 T R E E / 5 0 L I N E A R F T . 3 1 E A C H S I D E 3 1 / S I D E YE L L O W S T O N E H I G H W A Y - B E R M W I T H T R E E S F O R D E S I G N I N T E N T 5 6 BU I L D I N G T R E E / S H R U B C A L C U L A T I O N S TY P E A 15 / 60 1 6 TY P E B 10 / 40 1 6 TY P E 1 2 / 8 6 TY P E 2 3 / 12 6 TY P E 3 4 / 14 6 SI N G L E F A M I L Y L O T S 1 STREET TREE/LOT LINE TR A S H E N C L O S U R E S : S C R E E N I N G W A L L W I T H V E G E T A T I O N T O S C R E E N S T R U CTURE LA N D S C A P E P O I N T S SH A D E T R E E S . A R E A S W I T H F I V E ( 5 ) O R M O R E U N C O V E R E D P A R K I N G S T A L L S A R E D E S I G NE D T O I N C L U D E M I N I M U M T W O ( 2 ” ) I N C H C A L I P E R T R E E S LO C A T E D I N S U C H A M A N N E R A S T O S H A D E F I F T Y ( 5 0 % ) P E R C E N T O F T H E P A R K I N G A R E A U P O N M A T U R A T I O N O F T H E T R E E S EX T R A T R E E S . D E S I G N A N D P L A N T I N G M O R E T H A N T H E M I N I M U M N U M B E R O F T R E E S , S H R UB S , A N D P E R E N N I A L S P E R D W E L L I N G U N I T I N T H E DE V E L O P M E N T . ( U P T O 2 0 P O I N T S ) SO F T E N F E N C E A P P E A R A N C E . A R E A S W H I C H A R E T O B E S C R E E N E D U S E A S O L I D N O N - S E E - T H R O U G H W O O D OR MASONRY FENCE AND LA N D S C A P I N G W H I C H A C T S T O S O F T E N T H E A P P E A R A N C E O F T H E F E N C E . LA N D S C A P I N G M A Y B E V I N E S , S H R U B S , O R T R E E S . ( U P T O 1 5 P O I N T S ) DE S I G N E D P L A N . O P E N G R E E N S P A C E I S D E S I G N E D ( N O T L E F T O V E R S P A C E B E T W E E N B U I L DINGS) AND FLOWS UNINTERRUPTED THROUGH THE EN T I R E D E V E L O P M E N T L I N K I N G D W E L L I N G S A N D R E C R E A T I O N A M E N I T I E S . (U P T O 2 5 P O I N T S ) MU L T I P L E U S E . S T O R M W A T E R D E T E N T I O N F A C I L I T I E S A R E D E S I G N E D A N D U S E D F O R M U L TI P L E P U R P O S E S W H I C H B L E N D W I T H T H E O V E R A L L TH E M E O F T H E O P E N S P A C E D E S I G N I . E . , S H A P E O F T H E A R E A I S F R E E FL O W I N G , T H E G R A D I N G A N D L A N D S C A P I N G A R E C A R R I E D O U T I N S U C H A MA N N E R T H A T T H E U S E A S A D E T E N T I O N P O N D I S N O T D I S C E R N I B L E . ( U P T O 2 0 P O I N T S ) NA T I V E P L A N T S . NA T I V E P L A N T S A R E U S E D F O R C O M M O N O P E N S P A C E E L E M E N T S . ( U P T O 1 5 POINTS) DR O U G H T T O L E R A N T P L A N T S . D R O U G H T T O L E R A N T P L A N T S A R E U S E D F O R C O M M O N O P E N S P A C E E L E M E N T S. (UP TO 10 POINTS)SITE MATERIALS SYMBOL S I T E M A T E R I A L Q U A N T I T Y S P E C I A L N O T E S TREE LEGEND SYMBOL B O T A N I C A L N A M E C O M M O N N A M E Q T Y . S I Z E H Y D R O Z O N E S P E C I A L N O T E S SHRUB LEGEND SYMBOL B O T A N I C A L N A M E C O M M O N N A M E Q T Y . S I Z E H Y D R O Z O N E S P E C I A L N O T E S CA'B C O R N U S A L B A ' B A I L H A L O ' I V O R Y H A L O D O G W O O D 5 6 5 G A L . M O D E R A T E PF'G P O T E N T I L L A F R U I T I C O S A G O L D F I N G E R P O T E N T I L L A 1 7 5 G A L H I G H 'GOLDFINGER'PO'S P H Y S O C A R P U S O P U L U S S U M M E R W I N E N I N E B A R K 5 6 5 G A L H I G H 'SUMMER WINE'R'NW R O S A X ' N E A R L Y W I L D ' N E A R L Y W I L D R O S E 9 9 5 G A L H I G H RF'R R H A M N U S F R A N G U L A F I N E L I N E B U C K T H O R N 2 7 5 G A L . H I G H 'RON WILLIAMS CS'K C O R N U S S E R I C E A ' K E L S E Y I K E L S E Y ' S D W A R F 1 9 3 5 G A L . M O D E R A T E RED-OSIER DOGWOOD BT'C B E R B E R I S T H U N B E R G I I C R I M S O N P Y G M Y D W A R F 8 5 5 G A L . L O W 'CRIMSON PYGMY' J A P A N E S E B A R B E R R Y JH'B J U N I P E R U S H O R I Z O N T A L I S B L U E C H I P J U N I P E R 1 1 4 5 G A L L O W 'BLUE CHIP'SB'L S P I R E A X B U M A L D A L I M E M O U N D S P I R E A 1 3 9 5 G A L M O D E R A T E 'LIMEMOUND'B'GM B U X U S X ' G R E E N M O U N T A I N ' G R E E N M O U N T A I N 1 4 5 G A L . M O D E R A T E BOXWOOD PP'G P I C E A P U N G E N S ' G L O B O S A ' G L O B E C O L O R A D O B L U E 5 0 1 0 G A L . T A LL LOW SPRUCE GRASSES LEGEND SYMBOL B O T A N I C A L N A M E C O M M O N N A M E Q T Y . S I Z E H Y D R O Z O N E S P E C I A L N O T E S MS'A M I S C A N T H U S S I N E N S I S A D A G I O M A I D E N 3 6 1 G A L L O W 'ADAGIO' G R A S S MS'D M I S C A N T H U S S I N E N S I S D W A R F V A R I E G A T E D 7 3 1 G A L . L O W 'DIXIELAND' M A I D E N G R A S S CA'F C A L A M A G R O S T I S A . ' F O E R S T E R ' F O E R S T E R F E A T H E R 1 1 8 1 G A L H I G H GRASS PV'H P A N I C U M V I R G A T U M S W I T C H G R A S S 7 6 1 G A L M O D E R A T E 'HEAVY METAL'TREE LEGEND SYMBOL B O T A N I C A L N A M E C O M M O N N A M E Q T Y . S I Z E H Y D R O Z O N E S P E C I A L N O T E S ZS Z E L K O V A S E R R A T A J A P A N E S E 1 5 2 " C A L L O W ZELKOVA AP'E A C E R P L A T A N O I D E S E M E R A L D Q U E E N 1 9 2 " C A L . M O D E R A T E 'EMERALD QUEEN' M A P L E PA P L A T A N U S X A C E R I F O L I A L O N D O N P L A N E T R E E 3 0 2 " C A L . L O W SJ S O P H O R A J A P O N I C A J A P A N E S E P A G O D A 1 0 2 " C A L . M O D E R A T E TREE PN P I N U S N I G R A A U S T R I A N P I N E 1 5 6 ' - 8 ' T A L L L O W CP C R A T A E G U S P H A E N O P Y R U M W A S H I N G T O N 1 2 2 " C A L L O W HAWTHORN FA'A F R A X I N U S A M E R I C A N A A U T U M N P U R P L E A S H 1 4 2 " C A L . L O W 'AUTUMN PURPLE'M'P M A L U S X ' P R A I R I F I R E ' P R A I R I F I R E C R A B A P P L E 1 6 2 " C A L . L O W ZS'M Z E L K O V A S E R R A T A J A P A N E S E 6 3 2 " C A L L O W 'MUSASHINO' Z E L K O V A ' M U S A S H I N O ' M'S M A L U S X ' S P R I N G S N O W ' S P R I N G S N O W 3 2 2 " C A L . L O W CRABAPPLE QR'F Q U E R C U S R O B U R ' F A S T I G I A T A ' C O L U M N A R E N G L I S H 3 0 2 " C A L . L O W OAK AT'P A C E R T R U N C A T U M X P A C I F I C 2 0 2 " C A L . L O W PLATANOIDES 'WARRENRED' S U N S E T M A P L E PN'A P I N U S N I G R A A R N O L D S E N T I N E L 7 3 6 ' - 8 ' T A L L L O W 'ARNOLD SENTINEL' A U S T R I A N B L A C K P I N E PERENNIAL LEGEND SYMBOL B O T A N I C A L N A M E C O M M O N N A M E Q T Y . S I Z E H Y D R O Z O N E S P E C I A L N O T E S H'LB H E M E R O C A L L I S X L I T T L E B U S I N E S S D A Y L I L Y 1 1 3 1 G A L H I G H 'LITTLE BUSINESS'RF'G R U D B E C K I A F U L G I D A T A B L A C K E Y E D S U S A N 1 3 3 1 G A L . L O W SULLIVANTII 'GOLDSTRUM'3/4" TAN/BROWN GRAVEL 9 4 , 2 6 8 S Q . F T . ( 8 7 2 C U . Y D ) L O C A T E D W H E R E S P E CIFIED (DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTE R AREAS)LAWN (SOD) AREA 161,932 SQ.FT. D R O U G H T T O L E R A N T V A R I E T Y *SEE NOTE BELOW