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Home My WebLink AboutPLANS 2 - 19-00062 - Maverik - Exterior & Interior RemodelVICINITY ITY DAPS CITYMAP TiviTlym b1TaTR+ STREET MAP ■ Ia'ifa. i;� on i ounw ii �4fn�'n ;i c6fo im I M.31110 SE A MAVERIK REXBERG 195 75 NORTH 2ND EAST REXBURG, IDAHO DRAWING INDEX GERNERAL PROJECT STRUCTURAL DRAWINGS G0.0 COVER SHEET 5001 GENERAL STRUCTURAL NOTES G0.1 GENERAL NOTES 5002 GENERAL STRUCTURAL NOTES G1.0 SMALL TYPES 5100 FLOOR AND ROOF PLANS 5103 ENTRY ELEVATI ONS AND DETAILS CIVIL DRAWINGS 5501 STRUCTURAL DETAILS Cl COVER/INDEX 5601 SCHEDULES C2 NOTES/LEGENDS C3 EXISTI NC�IDEM0LITION PLAN MECHANICAL DRAWINGS C4 PROPOSED SITE/GRADING/UTILITY PLAN M-1.0 MECHANICAL FLOOR PLAN .ARCHITECTURAL DRAWINGS PLUMBING DRAWINGS A0.1 DEMOLITION PLAN P-1.0 PLUMBING WASTE AND VENT PLAN A1.1 FRAMING PLAN P-2.0 PLUMBING COLD AND HOT WATER PLAN A1.2 FLOOR PLAN P-2.1 PLUMBING FILTERED WATER PLAN A1.4 EQUIPMENT LISTS A. B & C P-2.2 PLUMBING HEAT TRACE AND GAS PLAN A1.5 EQUIPMENT FLOOR PLAN P-3.0 PLUMBING SCHEDULES, NOTES AND DETAILS A1.6 REFLECTED CEILING PLAN A1.7 ARCHITECTURAL ROOF PLAN REFRIGERATION FLOOR PLAN A2.1 ELEVATIONS R-1.0 REFRIGERATION FLOOR PLAN A2.2 ELEVATIONS R -D1 REFRIGERATION DETAILS A4.1 SECTIONS A6.1 DOOR SCHEDULE ELECTRICAL DRAWINGS A8.1 AR OH I TE CTU RA L FI NI SH & COLOR SCHEDULES E-1.0 ELECTRICAL N0TIES AND SCHEDULES A9.1 MI LLWO R K CASH WRAP PLAN, SECTIONS, & E-2.0 ELECTRICAL LIGHTING PLAN ELEVATIONS E-3.0 ELECTRICAL POSrS'ERPLA N A9.2 MI LILWORK DETAILS E-3.1 ENLARGED POWER PLAN A10.1 ARCHITECTURAL DETAILS E-3.3 ELECTRICAL ROOF PLAN A10.2 ARCHITECTURAL DETAILS E-3.4 EQUIPMENT PANEL SCHEDULE E -D1 ELECTR I CAL D ETAI LS Mil aiW+l AMithi'+l!*:CNV PROJECT DIRECTORY OWNER MAVERIK STORES INC. LEX PORTER 185 SOUTH STATE 9800 SALT LAKE CITY, UT 84111 (307) 880-7106 ARCHITECT 1ZW ARCHI TECTS SPENCER ANDERSON 135 E. CENTER ST. NORTH SALT LAZE, UT 84054 (801) 936-1343 SPENCERA@JZW-A.COM CI A USTRUCTU RAL EN GI NEER REEVE & ASSOCIATES, INC. 920 CHAMBERS STREET, SUITE 14 OGDEN, UT 84403 (801) 621-3100 MECHANICALIELECTRI CAL NEILSON ENGINEERING 156 NORTH TWELFTH AVENUE POCATELLO, ID 83201 (208) 234-0918 CODE SUMMARY .APPLICABLE CODE: 2015 INTERNATIONAL BUILDING CODE. (I.B.C.) 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2017 NATIONAL ELECTRIC CODE 2009 100 ANSI A117.1 OCCUPANCY CLASSIFICATION: M DESCRIPTION: GAS STATION/CONVENIENCE STORE CONSTRUCTION TYPE: V -B BUILDING HEIGHT: EXISTING RETAIL.AREA(W1REST ROOMS):E XI STI NG BUILDING AREA: EXISTING 2.564 S.F. FIRE SPRINKLERS: NONE FIRE RESISTANCE RATINGS OF EXTERIOR WALLS TABLE 601 AND 602 - NON -RATED Copyr�ht 2019 JZ IN A rchke cts - The Purchaser is granted a .single use !!cense for crostructlan only. These plans are copyrighted and are so*ctto copyr,+ghtpro tection as an "archke dural wo rk' ander the copyrght act. The protection imfudes but is not lknited to the Overall form as we#as the ar(angenew and composkb) OFspaces. Under so ch protection, unauthorized use of these p.0.9A work, or structure represented wNresuftkr the cessation ofconstmctlan and/or monetary compensation to JZ INArchkects. ISSUE DATE: FEBRUARY 07, 2019 ;j ;1031 *4 9 0 [1] ky� Il =1 ;I 17-038 REVISIONS: No. Date Description (5 LU m X LU Z; i I r�1� # iFfs ffT i 02/2012 IGAHO P H I T $ '1 1 4 � 1 1 1 1 F r T **IMPORTANT** BID AND CONSTRUCTION DOCUMENTS SHOULD NOT BE SEPARATED OR ISSUED AS PARTIAL SETS TO SUBCONTRACTORS. BIDDERS ARE RESPONSIBLE FOR ALL PORTIONS OF THE DOCUMENTS THAT PERTAIN TO THE WORK COVERED BY SUB -BIDS. BIDDER ASSUMES FULL RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM USE OF PARTIAL SETS OF BIDDING DOCUMENTS BY ITSELF OR ANY SUB - BIDDER. PLEASE NOTE AND UNDERSTAND GENERAL NOTES ON PAGE G-0.1 AND ON PROJECT SHEETS. CONFLICTING INFORMATION OR ERRORS FOUND IN THE BID OR CONSTRUCTION DOCUMENTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY SO THAT QUESTIONS AND CONCERNS MAY BE CLARIFIED BY ADDENDUM. IN THE EVENT OF A CONFLICT IN THE DRAWINGS, BIDDER SHOULD NOT ASSUME THAT THE LEAST EXPENSIVE OPTION WILL MEET THE PROJECT REQUIREMENTS. DOCUMENTS REPRESENT THE PROJECT IN WHOLE, PRICING SHOULD REPRESENT THE SAME. AT CONCLUSION OF THE WORK, GENERAL CONTRACTOR SHALL PROVIDE OWNER'S REPRESENTATIVE WITH ONE FULL-SIZE (2406) HARD COPY AND ONE CD WITH SCANNED PDF FILES AS PROJECT RECORD DRAWINGS. SEE SPECIFICATIONS. ALL PRODUCTS ON THIS PROJECT SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. — D ALL INTERIOR WALLS TO BE WRAPPED WITH 5/8" GYPSUM WALL BOARD, TAPED, FILLED, AND FINISHED AS PER ROOM FINISH SCHEDULE AND OWNER. SEAL AROUND ALL ELECTRICAL, PLUMBING, OR MECHANICAL PENETRATIONS AT EXTERIOR WALL OR ROOF ASSEMBLIES. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED AND AIR TIGHT ASSEMBLIES. Copyright ��I9 JZW Architects The Purchaser �s ranted a single use license far construction only. These laps are copyrighted and are sub "ect to ea ri ht Protection as an "architectural work" under the ca ri ht act. The protection includes but is not limited to the overall farm as well as the arrangement and composition of spaces. Under such protection, unauthorized use of these laps work or structure represented will result in the cessation of construction and or monetary compensation to JZW Architects. t g g y pl py g p pY g p g mp p p p p / y p PROJECT NUMBER 17-038 ISSUE DATE: FEBRUARY 07, 2019 REVISIONS: No. Date Description NOTE. - Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub -bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub -bidder. Conflicting information ar errors found in the construction documents Should be brought to the attention of the architect immediatly. In the event 0 a canflictin the drawings, bidder should not assume the least expensive option will meet the project requirements. MpYEgIl( J LO Cn r_1 1 UCEWS- D A44I SORr 02/20/2 PAUL 19 r"A'AGGK STA E OF IDAHO GENERAL NOTES 0--! I T i o• o� T ./ 0= r T q � NO W W Q m p D Z - N � O X Z w LO W ~ Q 1 UCEWS- D A44I SORr 02/20/2 PAUL 19 r"A'AGGK STA E OF IDAHO GENERAL NOTES 0--! I T i o• o� T ./ 0= r T q BOARD AND BATT SIDING FURRING STRIPS AS REQUIRED BY MAN UF. 11/2" CONTINUOUS RIG D I NSULATION MTL. FLASHING RUN 6" UP BEHIND BOARD & BATT, COLOR TO MATCH BOARD & BATT, PROVIDE SUBMITTAL FOR APPROVAL. MAX 5/8" SPACING STONE VENEER CAP. SEE ELEVATIONS 3/4" MORTAR BED 18" GAUGE WOVEN WIRE MESH STONE VENEER WAINSCOT. SEE ELEVATIONS EXTERIOR LIQUID -APPLIED AIR INFILTRATION BARRIER WALL TYPE 1 1 1/2" = 1'-O" 2" METAL STUDS 2 518" FIELD VERIFY 5/8" TYPE "X" GYPSUM BOARD. TYPE "213" - GYP BOARD AND FIBERGLASS REINFORCED PANEL (F.R,P.) TO 12'-0" A.F.F.. 2 G1.D WALL TYPE 2 1 1/2" = 1'-0" G1.D PER MANUFACTURER �je WALK IN COOLER/FREEZER AS NOTED BY OTHERS. TYPE "5A" - GYP. BOARD FINISH ON THE RETAIL SIDE. TYPE "5C" GYP BOARD AND FIBERGLASS REINFORCED PANEL. (F.R.P.) TO 12'-0" A.F.F. WALL TYPE 5 1 1/2`1 = 1t -Of' 4 G1.D 3-5/8" METAL STUDS, 5/8" TYPE "X" GYPSUM BOARD. 4 7/8" FIELD 5/8" TYPE "X" GYPSUM BOARD. TYPE "1313" - FIBER GLASS REINFORCED PANEL ("F.R.P.") TO 12'- 0" A.F.F. ON ONE SIDE OF WALL. NOTE: 5/8" GYPSUM BOARD TO BE SUBSTITUTED WITH 5/8" GREEN BOARD BEHIND ALL. TILE. WALL TYPE 13 1 1/2" = 1'-0" Copyright ��19 JZW Architects The Purchaser is ranted a single use license far construction only. These laps are copyrighted and are sub "ect to copyright protection as an "architectural work" under the ca ri ht act. The protection includes but is not limited to the overall farm as well as the arrangement and ca composition of spaces. Under such protection, unauthorized use of these Ions work or structure represented will result in the cessation of construction and or monetary compensation to JZW Architects. t g g Y plp pyg p amp p p p p 1 / y p PROJECT NUMBER 17-088 ISSUE DATE: FEBRUARY 07, 2019 REVISIONS: No. Date Description NOTE. - Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to work covered by sub -bids. Bidder assumes full responsibility for error or misinterpretations resulting from partial sets of Bidding Documents by itself or any sub -bidder. Conflicting information or errors found in the construction documents Should be brought to the attention of the architect immediatly. In the event ofa canflictin the drawings, bidder should not assume the least expensive option will meet the project requirements. J JIVEIRI q V{�ISM OWTECT AR -135M 02/20/2 PA 1La'� `/�ARNOCK STATE OF IDAHO WALL TYPES 0--! I T i s o• o� T � NO W W Q m p D }C Z N � O X Z w W ~ Q V{�ISM OWTECT AR -135M 02/20/2 PA 1La'� `/�ARNOCK STATE OF IDAHO WALL TYPES 0--! I T i s o• o� T Project Narrative/Notes/Revisions 1. 01/29/18 JM — COMPLETED DESIGN FOR CLIENT & CITY REVIEW. MAVERIK, INC. 200 East 1st North Site Plans RE%BURG, MADISON COUNTY, IDAHO APRIL 2014 \\\ \ \« \ \ \ \ \ \ EX. CURB &GUTTER � � Ex. ACCESS Ex. SIDEWALK 100 -0- 7 T — — — — — N90'0 '00"W — — — — f o Q 1 ° I I I l l I \\ \\ \ \\ \\ \ If I g I I I ► I I J� \ \\ \\ \ \ \\ — — — — o 0I w \\ \\ \\ \ \\ \\ \\ I I I�II}III 'I \\ \\\\ \\ \� \\\\ X \ \\ \ \\ m \\ \\ \\ \ \\ \ \\ I — — 56.00' I I \ \\ \ \ \\ \ \ \ N9or0000 — — — — — I I W \\ \ \ \ \\ \ --------� ----- I °\ \° I \\ \\\\ \\ \\ \\ i. I I a o I I \\ \\ \\\ \\ I p I EXISTING I MAVERIK DID LLJ �\ [#177=7Z Ld f \ \ \\. \ \ \\ I • \ N90-00-00" 1 \ \ \ \ \ \\ \ -- 156.00' \\\\\\\\\\\\ I I \ \ 20 0 20 40 60 Scale. 1 " = 20' RIv.: Srl}r µars, 4N'i.ti if f �.tH I.I f�'Y7il .f .II r' IIII 1+4r usuum ur wexl)ura "I SrT.nhr mftk Mkflinrfll P7 cu.: �1N�aRWrsnl:lr . Vicinity Map NOT TO SCALE Sheet Index Sheet 1 - Cover/Index Sheet Sheet 2 - Notes/Legend Sheet 3 - Existing/Demolition Plan Sheet 4 - Proposed/Grading/Utility Plan Know what's NOW. C8II before you dig. ""Engineer's Notice To contractors THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM AVAILABLE INFORMATION PROVIDED BY OTHERS. THE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO CONTACT THE UTILITY COMPANIES AND TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN, AND ANY OTHER LINES OBTAINED BY THE �,CONTRACTQR'S RESEARCH, AND OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS ""Developer Contact: Paul Heywood — Maverik, Inc 185 South State Str., Suite 800 Salt Lake City, Ut. 84111 PH: (801) 574 — 4449 ""ProjectContact: Project Manager: J. DRAPER Project Engineer: �S\QN 4-4,4-4,c . �.\CEN5F0 14388 4A�rf of 1oP� HAiHA� CONSULTANTS 1d Reeve & Associates, Inc. 5160 S 1500 W RIVERDALE, UTAH 84405 TEL: 801 �621-3100 FAX: 801 621-2666 www.reeve—assoc.com LAID PLANNERS • CK ENAEERS LAID SUR4EM * 7RNM EHGRM STRUIDWRAL EN EERS • LANDSCAPE ARCHIiEM PROJECT NUMBER: 5799-193 NOTE: Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to the work covered by sub—bids. Bidder assumes full responsibility for errors or misinterpretations resulting from use of partial sets of Bidding Documents by itself or any sub—bidder. Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediately so that questions and concerns may be clarified by addendum. In the event of a conflict in the drawings, bidder should not assume that the least expensive option will meet the project requirements, STORE ##195 MAVERIK, Inc. 75N200E Rexburg, ID # DATE DESC. 1 01103119 Existing Site Plan l� F ISSUE; Y ■ PROJECT NO: 5799-193 DRAWN BY: STORE ##195 MAVERIK, Inc. 75N200E Rexburg, ID # DATE DESC. 1 01103119 Existing Site Plan ISSUE; January 2019 PROJECT NO: 5799-193 DRAWN BY: JCM CHECKED BY: JNR SHEET TITLE Cover/Index C1 General Nous: 1. ALL CONSTRUCTION MUST STRICTLY FOLLOW THE STANDARDS AND SPECIFICATIONS SET FORTH BY: GOVERNING UTILITY MUNICIPALITY, GOVERNING CITY OR COUNTY (IF UN-INCORPORATETED), INDIVIDUAL PRODUCT MANUFACTURERS, AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AND THE DESIGN ENGINEER. THE ORDER LISTED ABOVE IS ARRANGED BY SENIORITY. IF A CONSTRUCTION PRACTICE IS NOT SPECIFIED BY ANY OF THE LISTED SOURCES, CONTRACTOR MUST CONTACT DESIGN ENGINEER FOR DIRECTION. 2. CONTRACTOR TO STRICTLY FOLLOW GEOTECHNICAL RECOMMENDATIONS FOR THIS PROJECT. ALL GRADING INCLUDING BUT NOT LIMITED TO CUT, FILL, COMPACTION, ASPHALT SECTION, SUBBASE, TRENCH EXCAVATLON%BACKFILL, SITE GRUBBING, RETAINING WALLS AND FOOTINGS MUST BE COORDINATED DIRECTLY WITH THE PROJECT GEOTECHNICAL ENGINEER. 3. TRAFFIC CONTROL, STRIPING &' SIGNAGE TO CONFORM TO CURRENT GOVERNING AGENCIES TRANSPORTATION ENGINEER'S MANUAL AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 4. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO OWNER. 5. CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION. 6. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN, SMOOTH EDGE. 7. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST RECENT, ADOPTED EDITION OF ADA ACCESSIBILITY GUIDELINES. 8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 9. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ENGINEER OR INSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF CONSTRUCTION REQUIRING OBSERVATION. 10. ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE CITY, COUNTY OR STATE AGENCY CONTROLLING THE ROAD, INCLUDING OBTAINING REQUIRED INSPECTIONS. 11. ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. 12. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY QUESTIONS BEFOR€HAND, 13. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER. 14. CATCH SLOPES SHALL BE GRADED AS SPECIFIED ON GRADING PLANS. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLAGGING, CAUTION SIGNS, LIGHTS, BARRICADES, FLAGMEN, AND ALL OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. 16. CONTRACTOR SHALL, AT THE TIME OF BIDDING AND THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE SAT WHERE THE PROJECT I LOCATE AND SHALL. BE BONDABLE FOR AN AMOUNT STATE S D EQUAL TO OR GREATER THAN THE AMOUNT BID AND TO DO THE TYPE OF WORK CONTEMPLATED IN THE PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PLANS AND SPECIFICATIONS. 17. CONTRACTOR SHALL INSPECT THE SITE OF THE WORK PRIOR TO BIDDING TO SATISFY HIMSELF BY PERSONAL EXAMINATION OR BY SUCH OTHER MEANS AS HE MAY PREFER OF THE LOCATIONS OF THE PROPOSED WORK AND OF THE ACTUAL CONDITIONS OF AND AT THE SITE OF WORK. IF, DURING THE COURSE OF HIS EXAMINATION, A BIDDER FINDS FACTS OR CONDITIONS WHICH APPEAR TO HIM TO BE IN CONFLICT WITH THE LETTER OR SPIRIT OF THE PROJECT PLANS AND SPECIFICATIONS, HE SHALL CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION AND EXPLANATION BEFORE SUBMITTING HIS BID. SUBMISSION OF A BID BY THE CONTRACTOR SHALL CONSTITUTE ACKNOWLEDGMENT THAT, IF AWARDED THE CONTRACT, HE HAS RELIED AND IS RELYING ON HIS OWN EXAMINATION OF (1) THE SITE OF THE WORK, (2) ACCESS TO THE SITE, AND (3) ALL OTHER DATA AND MATTERS REQUISITE TO THE FULFILLMENT OF THE WORK AND ON HIS OWN KNOWLEDGE OF EXISTING FACILITIES ON AND IN THE VICINITY OF THE SITE OF THE WORK TO BE CONSTRUCTED UNDER THIS CONTRACT. THE INFORMATION PROVIDED BY THE ENGINEER IS NOT INTENDED TO BE A SUBSTITUTE FOR, OR A SUPPLEMENT TO, THE INDEPENDENT VERIFICATION BY THE CONTRACTOR TO THE EXTENT SUCH INDEPENDENT INVESTIGATION OF SITE CONDITIONS IS DEEMED NECESSARY OR DESIRABLE BY THE CONTRACTOR. CONTRACTOR SHALL ACKNOWLEDGE THAT HE HAS NOT RELIED SOLELY UPON OWNER-- OR ENGINEER --FURNISHED INFORMATION REGARDING SITE CONDITIONS IN PREPARING AND SUBMITTING HIS BID. 18. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE SERVICES AS REQUIRED FOR THE CONTRACTOR'S USE DURING CONSTRUCTION. 19. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER, ENGINEER, AND/OR GOVERNING AGENCIES. 20, CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH MARKS, CONTROL POINTS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE. 21. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 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 THE ENGINEER. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT, ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS. ALL TESTING AND INSPECTION SHALL BE PAID FOR BY THE OWNER; ALL RE -TESTING AND/OR RE -INSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. 23. IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE. COST OF REPLACING OR REPAIRING EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND/OR REPLACEMENT. THERE WILL BE NO EXTRA COST DUE TO THE CONTRACTOR FOR REPLACING OR REPAIRING EXISTING IMPROVEMENTS. 24. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE PLANS OR SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER, THE ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY. 25. CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS -BUILT RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL STRUCTURES AND OTHER FACILITIES. AS -BUILT RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER ONE SET OF NEATLY MARKED AS -BUILT RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. AS -BUILT RECORD DRAWINGS SHALL BE REVIEWED AND THE COMPLETE AS -BUILT RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL ACCEPTANCE. 26. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE HIGHEST QUALITY ARE TO BE USED. 27. CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PROJECT PLANS AND SPECIFICATIONS. THEREFORE, THE OWNER IS RELYING UPON THE EXPERIENCE AND EXPERTISE OF THE CONTRACTOR. PRICES PROVIDED WITHIN THE CONTRACT DOCUMENTS SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THE TRUE INTENT AND PURPOSE OF THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE AND HAVE SPECIAL SKILLS IN THE NATURE, EXTENT AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED. CONTRACTOR SHALL ALSO ACKNOWLEDGE THAT THERE ARE CERTAIN PECULIAR AND INHERENT CONDITIONS EXISTENT IN THE CONSTRUCTION OF THE PARTICULAR FACILITIES WHICH MAY CREATE, DURING THE CONSTRUCTION PROGRAM, UNUSUAL OR UNSAFE CONDITIONS HAZARDOUS TO PERSONS, PROPERTY AND THE ENVIRONMENT. CONTRACTOR SHALL BE AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO FORESEE AND TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND SAFELY PERFORM THE CONSTRUCTION WORK WITH RESPECT TO SUCH HAZARDS. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL STRIPING AND/OR PAVEMENT MARKINGS NECESSARY TO TIE EXISTING STRIPING INTO FUTURE STRIPING. METHOD OF REMOVAL SHALL BE BY GRINDING OR SANDBLASTING. 29. CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER PROVISIONS NECESSARY TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 4 FEET OR MORE, FOR EXCAVATIONS 4 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH LOCAL, STATE AND NATIONAL SAFETY CODES, ORDINANCES. OR REQUIREMENTS FOR EXCAVATION AND TRENCHES. 30, ALL EXISTING GATES AND FENCES TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PROTECT ALL GATES AND FENCES FROM DAMAGE Utility Notes: 1. CONTRACTOR SHALL COORDINATE LOCATION OF NEW "DRY UTILITIES" WITH THE APPROPRIATE UTILITY COMPANY, INCLUDING BUT NOT LIMITED TO: TELEPHONE SERVICE, GAS SERVICE, CABLE, POWER, INTERNET, 2. EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS USING A COMBINATION OF ON --SITE SURVEYS (BY OTHERS). 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 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE BLUE STAKES 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 BLUE STAKES. 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. 3. CONTRACTOR SHALL POT HOLE ALL UTILITIES TO DETERMINE IF CONFLICTS EXIST PRIOR TO BEGINNING ANY EXCAVATION. NOTIFY ENGINEER OF ANY CONFLICTS. CONTRACTOR SHALL VERIFY LOCATION AND INVERTS OF EXISTING UTILITIES TO WHICH NEW UTILITIES WILL BE CONNECTED. PRIOR TO COMMENCING ANY EXCAVATION WORK THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH THE REQUIRED PROCEDURES. 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 HIS EXPENSE. 5. ALL VALVES AND MANHOLE COVERS SHALL BE RAfSED OR LOWERED TO MEET FINISHED GRADE. 6. CONTRACTOR SHALL CUT PIPES OFF FLUSH WITH THE INSIDE. WALL OF THE BOX OR MANHOLE. 7. CONTRACTOR SHALL GROUT AT CONNECTION OF PIPE TO BOX WITH NON -SHRINKING GROUT, INCLUDING PIPE VOIDS LEFT BY CUTTING PROCESS, TO A SMOOTH FINISH. t3. CONTRACTOR SHALL GROUT WITH NON -SHRINK GROUT BETWEEN GRADE RINGS AND BETWEEN BOTTOM OF INLET LID FRAME AND TOP OF CONCRETE BOX 9. SILT AND DEBRIS IS 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. 10. CONTRACTOR SHALL CLEAN ASPHALT, TAR OR OTHER ADHESIVES OFF OF ALL MANHOLE LIDS AND INLET GRATES TO ALLOW ACCESS, 11, EACH TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THE ALIGNMENT AND GRADE AS REQUIRED. TETE 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 DE -WATERED CONDITIONS. 12. 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. 13. MAINTAIN A MINIMUM 18" VERTICAL SEPARATION DISTANCE BETWEEN ALL UTILITY CROSSINGS. 14. CONTRACTOR SHALL START INSTALLATION AT LOW POINT OF ALL NEW GRAVITY UTILITY LINES. 15. ALL BOLTED FITTINGS MUST BE GREASED AND WRAPPED. 16. UNLESS SPECIFICALLY NOTED OTHERWISE, MAINTAIN AT LEAST 2 FEET OF COVER OVER ALL STORM DRAIN LINES AT ALL TIMES (INCLUDING DURING CONSTRUCTION). 17. ALL WATER LINES SHALL BE INSTALLED A MINIMUM OF 60" BELOW FINISHED GRADE_ 18. ALL SEWER LINES AND SEWER SERVICES SHALL HAVE A MINIMUM SEPARATION OF 10 FEET, PIPE EDGE TO PIPE EDGE, 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 THE BOTTOM OF THE WATER LINE SHALL BE AT LEAST 18" ABOVE THE TOP OF THE SEWER LINE. 19. CONTRACTOR SHALL INSTALL THRUST BLOCKING AT ALL WATERLINE ANGLE POINTS AND TEES. 20. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO INSTALLATION OF CURB, GUTTER, SIDEWALK AND STREET PAVING. 21. CONTRACTOR SHALL INSTALL MAGNETIC LOCATING TAPE CONTINUOUSLY OVER ALL NONMETALLIC PIPE. Erosion Control General Notes: THE CONTRACTOR TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR CONSTRUCTION OF THIS PROJECT. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO GOVERNING AGENCIES ORDINANCES AND ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTIES, ALSO, INSPECTORS WILL HAVE THE RIGHT TO CHANGE THE FACILITIES AS NEEDED. CONTRACTOR SHALL KEEP THE SITE WATERED TO CONTROL DUST. CONTRACTOR TO LOCATE A NEARBY HYDRANT FOR USE AND TO INSTALL TEMPORARY METER. CONSTRUCTION WATER COST TO BE INCLUDED IN BID. WHEN GRADING OPERATIONS ARE COMPLETED AND THE DISTURBED GROUND IS LEFT OPEN FOR 14 DAYS OR MORE, THE AREA SHALL BE FURROWED PARALLEL TO THE CONTOURS. THE CONTRACTOR SHALL MODIFY EROSION CONTROL MEASURES TO ACCOMMODATE PROJECT PLANNING. ALL ACCESS TO PROPERTY WILL BE FROM PUBLIC RIGHT-OF-WAYS. THE CONTRACTOR IS REQUIRED BY STATE AND FEDERAL REGULATIONS TO PREPARE A STORM WATER POLLUTION PREVENTION PLAN AND FILE A "NOTICE OF INTENT" WITH THE GOVERNING AGENCIES. Maintenance: ALL BEST MANAGEMENT PRACTICES (BMP'S) SHOWN ON THIS PLAN MUST BE MAINTAINED AT ALL TIMES UNTIL PROJECT CLOSE-OUT. THE CONTRACTOR'S RESPONSIBILITY SHALL INCLUDE MAKING BI -WEEKLY CHECKS ON ALL EROSION CONTROL MEASURES TO DETERMINE IF REPAIR OR SEDIMENT REMOVAL IS NECESSARY. CHECKS SHALL BE DOCUMENTED AND COPIES OF THE INSPECTIONS KEPT ON SITE. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF BARRIER, SEDIMENT TRACKED ONTO PAVED ROADS MUST BE CLEANED UP AS SOON AS PRACTICAL, BUT IN NO CASE LATER THAN THE END OF THE NORMAL WORK DAY. THE CLEAN UP WILL INCLUDE SWEEPING OF THE TRACKED MATERIAL, PICKING IT UP, AND DEPOSITING IT TO A CONTAINED AREA. EXPOSED SLOPES: ANY EXPOSED SLOPE THAT WILL REMAIN UNTOUCHED FOR LONGER THAN 14 DAYS MUST BE STABILIZED BY ONE OR MORE OF THE FOLLOWING METHODS: A) SPRAYING DISTURBED AREAS WITH A TACKIFIER VIA HYDROSEED B) TRACKING STRAW PERPENDICULAR TO SLOPES C) INSTALLING A LIGHT -WEIGHT, TEMPORARY EROSION CONTROL BLANKET Notice to Contractor: THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON RECORDS OF THE VARIOUS UTILITY COMPANIES AND/OR MUNICIPALITIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. THE CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 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 ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. S urvev Control Note: THE CONTRACTOR OR SURVEYOR SHALL BE RESPONSIBLE FOR FOLLOWING THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS (NSPS) MODEL STANDARDS FOR ANY SURVEYING OR CONSTRUCTION LAYOUT TO BE COMPLETED USING REEVE & ASSOCIATES, INC. SURVEY DATA OR CONSTRUCTION IMPROVEMENT PLANS, PRIOR TO PROCEEDING WITH CONSTRUCTION STAKING, THE SURVEYOR SHALL BE RESPONSIBLE FOR VERIFYING HORIZONTAL CONTROL FROM THE SURVEY MONUMENTS AND FOR VERIFYING ANY ADDITIONAL CONTROL POINTS SHOWN ON AN ALTA SURVEY, IMPROVEMENT PLAN, OR ANY ELECTRONIC DATA PROVIDED. THE SURVEYOR SHALL ALSO USE THE BENCHMARKS AS SHOWN ON THE PLAN, AND VERIFY THEM AGAINST NO LESS THAN FIVE (5) EXISTING HARD IMPROVEMENT ELEVATIONS INCLUDED ON THESE PLANS OR ON ELECTRONIC DATA PROVIDED. IF ANY DISCREPANCIES ARE ENCOUNTERED, THE SURVEYOR SHALL IMMEDIATELY NOTIFY REEVE & ASSOCIATES, INC. AND RESOLVE THE DISCREPANCIES BEFORE PROCEEDING WITH ANY CONSTRUCTION STAKING. Legend W = PROPOSED CULINARY MATER LINE FC = FENCE CORNER - -EX.W - - - = EXISTING (CULINARY WATER ]LIFE. FF = FINISH FLOOR _SS- = PROPOSED SANITARY SEWER LINE FFE = FINISH FLOOR ELEVATION - -EX.SS - - = EXISTING SANITARY SEXIER LINE FG = FINISHED GRADE SD = PROPOSED STORM DRAIN LINE FH = FIRE HYDRANT - -EX.SD - - = EXISTING STORM DRAIN LINE FL = FLOW LINE = FENCE LINE GB = GRADE BREAK +� = PROPOSED (FIRE HYDRANT INV = INVERT C5 = EXISTING FIRE HYDRANT L. F. = LINIEAR FEET 0 = PROPOSED MANHOLE NG = NATURAL GRADE 0 = EXISTING MANHOLE PP = POWER/UTILITY POLE • = PROPOSED SEWER CLEAN-CUT P. U . E. = PUBLIC UTILITY BASEMENT I = PROPOSED GRATE VALVE RCP = REINFORCED CONCRETE PIPE x = EXISTING GATE VALVE RIM = RIM OF MANHOLE 19 = PROPOSED WATER METER R.O.W. = RIGHT-OF-WAY El = EXISTING WATER METER SD = STORM DRAIN m = PROPOSED CA'T'CH BASIN SS = SANITARY SEWER = EXISTING CATCH BASIN TBC = TOP BACK OF CURE = PLUGS BVI 2' BLOW -CFF TOA = TOP OF ASPHALT Lb = PLUG & BLOCK TOC = TOP OF CONCRETE rC:D =STREET LIGHT TOFF = TCP OF FINISHED FLOOR i = SIGN TOI = TOP OF PUMP ISLAND BLDG = BUILDING TSW = TOP OF SIDEWALK C&G = CURB & GUTTER W = CULINARY ®NATER CB =+CATCH BASIN WM = WATER METER C. F. = CUEIC FEET F7 = EXISTING ASPHALT ]PAVEMENT C,F.S. = CUEIC FEET PER SECOND = PROPOSED CONCRETE a � 14386 0 �9rf R NgTHAI4 CONSULTANTS Re eve Associates, Inc. 5160 S 1500 W RIVERDALE, UTAH 84405 TEL: 801 621-3100 FAX: 801 621--2656 www.reeve-assoa.eam LAND PLANNERS ' CIVIL ENGINEERS LAND SURVEYORS • TRAFFIC ENGWEERS STRUCTURAL ENGINEERS * LANDSCAPE AROCIEC15 PROJECT NUMBER, 5799-193 NOTE: Bid documents should not be separated or issued as partial sets to subcontractors, Bidders are responsible for all portions of the documents that pertain to the work covered by sub -bids. Bidder assumes full responsibility for errors or misinterpretotions resulting from use of partial sets of Bidding Documents by itself or any sub -bidder, Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediately so thot questions and concerns may be clarified by addendum. In the event of a conflict in the drawings, bidder should not assume that the least expensive option will meet the project requirements. 0pvERlq STORE ##195 MAVERIK, Inc, 75 N 200 E Rexburg, ID # DATE DESC. 1 01/03/19 Existing Site Plan ISSUE_ January 2019 PROJECT NO: 5799-193 DRAWN BY: JCM CHECKED BY: JNR SHEET TITLE Notes/Legend C2 0 to LD EX. ACCESS EX.5JGN4L TSB EX. SIDEWALK �s oow MAVERIK SIGN 1 axe � EUX. EX.WV TB 7 — 7 o \I I o I I o EXISTING 8 --------- o o o i i r� ill �i 70.4 I ❑ 13� I I I I ' I � r ---It - 1 �I I — I EXI& ING CANOPHIPS I I I F_ 4.00' I EX.SHED TO I BE REMOVED I ------------------ `! ' i — I I CONCRETE TO BE REM(?VED { — - i — — FOR NEW ENTRY FEATURE I I — — — — —� I i ! I EX.SHED TO I (SEE ARCH PIANS) I + ' I BE REMOVED Le...._ ------ { } I I t PARKING TO BE I ! I s ' RE—STRIPED E 09 6.0 ' I EXISTING MAVERIK { j I I (4872.86) FFE { CONCRETE TO BE REMOVED 1 I FOR NEW ENTRY FEATURE { (SEE ARCH PLANS) ADA RAMP TO BE I `+ L— — —f — —�J REMOVED/RELOCATED � I I I , i I I---------eA— r + I I + j I CONCRETE TO BE REMOVED— I — — — — — !i� CA I FOR NEW ENTRY FEATURE .I— I I (SEE ARCH PLANS) 4.00 ----=------- ---_JEE a L� - -_ ------------ - - - - -- __ - - - -- -- --N%Y=Oft 15fi +DO' — —EX.CB EX.SO EX.so ' + a �+ EX. X E 10 0 TO 20 30 Scale: 1 " = 10' p Know what'ablelow. Call before you dig. CONSULTANTS 4 6)&Associates, Re e e Inc. 5160S1500W RIVERDALE, UTAH 84405 TEL: 801} 621-3100 FAX: 801 } 621-2665 www.reeve-assoc.com LAND PLANNERS • CPA MIM LAND SJZVEYOR5 • TRAFFIC ENG16 is STRIlMRAL ENGNM * LANDSCAPE ARCHIIECI'S PROJECT NUMBER: 5799-193 NOTE: Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to the work covered by sub—bids. Bidder assumes full responsibility for errors or misinterpretations resulting from use of partial sets of Bidding Documents by itself or any sub—bidder. Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediately so that questions and concerns may be clarified by addendum. In the event of a conflict in the drawings, bidder should not assume that the least expensive option will meet the project requirements. 11V E IR��. STORE #195 MAVERIK, Inc. 75N200E Rexburg, ID # DATE DESC. 1 01/03119 Existing Site Plan ISSUE: January 2019 PROJECT NO: 5799-193 DRAWN BY: JCM CHECKED BY: JNR SHEET TITLE Existing/Demolition Plan C3