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HomeMy WebLinkAboutSITE PLAN - 24-00171 - Comfort Care Dental - 1025 S Yellowstone Hwy - New Commercial BldgGENERAL NOTES: 1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER WITH AN APPROVAL STAMP BY THE CITY AT THE WORKSITE. 2. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF REXBURG REVISIONS TO THE 2020 ISPWC AND ALL OTHER LOCAL, STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH SITE CONSTRUCTION. THE CONTRACTOR, AND EACH SUBCONTRACTOR, SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB -SITE ANY TRASH OR EXCESS MATERIAL CREATED BY THE PERFORMANCE OF THEIR WORK. SUCH MATERIAL SHALL BE PLACED IN A DUMPSTER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR OR TRANSPORTED FROM THE JOB -SITE. 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND/OR HAVE ANY MONUMENTS DISTURBED, DESTROYED OR REMOVED DURING CONSTRUCTION, REESTABLISHED AND RE-MONUMENTED BY A PROFESSIONAL LAND SURVEYOR IN ACCORDANCE WITH IDAPA 55-1613. THE COST TO REESTABLISH SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY. 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON -SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL. FILL SHALL BE PLACED AND COMPACTED BY METHODS APPROVED BY THE CITY OF REXBURG AND APPROVED BY THE DESIGN ENGINEER. ALL STRIPPINGS NOT SUITABLE FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER OR DISCARDED OFF -SITE AT THE CONTRACTOR'S EXPENSE. 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES ALL SERVICE LATERALS OF ANY KIND. 8. POWER/LIGHT POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 9. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CALL 'DIGLINE' 48 HOURS PRIOR TO COMMENCING WORK. 10. MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 11. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXIST. IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 12. ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED, IN WRITING, BY THE ENGINEER. 13. IDAHO CODE 39-118 REQUIRES IDAHO DEPT. OF ENVIRONMENTAL QUALITY (IDEQ) APPROVAL PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE. 14. PIPE TRENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY WITH THE AFOREMENTIONED STANDARDS. 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT (NOI) TO IDAHO DEQ AND HAVE A COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONSTRUCTION. CONTRACTOR TO CONTACT DEQ IDAHO FALLS REGIONAL OFFICE AT (208) 528-2650 FOR SUBMITTAL. CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO THE CITY OF REXBURG. 16. TRAFFIC CONTROL & SIGNAGE FOR SUCH SHALL BE INCIDENTAL TO THE CONTRACT AND BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO COMMENCING WORK. 1 12 2 'd 1,_ 0„ 3„ TYP. 1 0n \_ No. 4 REBAR COMPACTED GRAVEL BASE TO BOTTOM OF STREET SECTION. 3" EXPANSION MATERIAL REBAR EXPANSION JOINT SECTION N.T.S. NOTES: 1. EXPANSION MATERIAL SHALL BE PLACED IN THE VALLEY GUTTER AT TWENTY FOOT (20') INTERVALS OR IF LESS THAN FORTY FOOT (40') LONG, PLACE ONE (1) PIECE IN MIDDLE. SEE EXPANSION JOINT SECTION. 2. ALL PERFORMED EXPANSION MATERIAL SHALL BE BLACK ASPHALT IMPREGNATED FELT MATERIAL AS PER AASHTO M33-78 SPECIFICATIONS n 4' VALLEY GUTTER DETAIL 3ACKGROUND PAINT 2) COATS BLUE 3'-0" s- 3" WIDE PAINTED STRIPES PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT 4" WIDE OF STALL V-6" V-6" 4" OF STALL STRIPING 2 1/2" - 1/2" PAVEMENT- SUPERPAVE HMA 12" - 3/4" LEVELING COURSE COMP. TO A MIN. OF 95% MAX. DENSITY NATIVE SOIL COMPACTED TO A MIN. OF 95% MAX. DENSITY TYP. PARKING ASPHALT SECTION N.T.S. 2) #4'S CONT. 1/4" x 1/2" DEEP SAWCUT 04 -I I 14" - 3 4" MAX. Ill 12" j 6" BASE COURSE ** 6" MAX. ALLOWABLE. 4" TYP. UNLESS OTHERWISE NOTED ON SITE PLAN. HANDICAP RAMP DETAILS AS SHOWN ON THIS SHEET. NOTE: 1. PROVIDE EXPANSION MATERIAL AT 8' O.C. MAX. AND WHEN ADJOINING ANY OTHER CONCRETE WORK SIDEWALK SECTION N.T.S. LANDSCAPE BACKING CURB r (IF REQUIRED - SEE PLAN) / TOP OF ASPHALT Foy FLUSH W/ CONCRETE SIMILAR @ MODIFIED CURB & GUTTER SECTION / TRUNCATED DOMES REQ'D. AT ALL RAMPS. SEE SITE PLAN. ACCESSIBLE RAMP N.T.S. All construction, signage & striping to comply with the Americans with Disabilities Act N.T.S. Accessibility Guidelines (ADAAG), the Fair Housing Act, the Uniform Federal Accessibility Standards (UFAS), and the 2018 IBC. CONC. COLLAR C * TRAFFIC -RATED LID LABELED AS STORM SEWER -, RIPING / ;OATS 3'o PAINTED ACCESSIBLE PARKING f-GRADE RING(S) - 12" MAX. TONGUE & GROOVE JOINT SEALED WITH RAMN-NEK (OR EQUAL) PERE PIPE AT DRYWELL -� WHERE REQ'D. (PER PLAN) 12" SEDIMENT TRAP . ;:.. 3" WEEP HOLE W/ DRAIN GRATE REQ' DRYWELL MANHOLE STORM DRAIN MANHOLE MANHOLE CONE (CONE ONLY W/ BASE @ SHALLOW MANHOLES) MANHOLE BARREL -VARIES IN HEIGHT SET IN CONCRETE BASE OR P ECAST) INLET OR OUTLET PIPE(S) PER PLAN GROUT REQUIRED AT PENETRATIONS d n : 6 CONCRETE SLAB W/ #4 ® ' •_ •..�::�... ,•. °..• . a.: y• • •� ' •: • �•. ° .. . a.. 12" O.C. EACH WAY 4 1 /2" - 3/4" AGGR. COMP. TO 95% MAX. DENSITY SUBBASE - COMPACTED 12" MIN. TO 95% MAX. DENSITY NOTES. SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER PRIOR TO AGGREGATE AND ASPHALT PLACEMENT. CONCRETE PAD SECTION VERTICAL CURB (NO GUTTER RESERVED 1'-0" X V-6" X 0.080" PARKING 0 ALUMINUM HANDIC PARKING SIGN. SIGN TO READ "RESERVED PARKING" WITH IDENTIFICATION Yam, „CCESSULE SYMBOL AND "VAN ACCESSIBLE" WHERE APPLICABLE. BOLT TO STEEL TUBE WITH 1/2" CADMIUM PLATED BOLTS, NUTS, AND WASHERS. N 0 2" X 2" X .188" STEEL TUBE, 0 EXTEND INTO CONC. FILLED PIPE 2'-0". 0 m 0 0 I Ln FIN. GRADE '.° z :• • 12" DIAMETER CONCRETE BASE N a.. N ACCESSIBLE PARKING SIGN PAVED OR LANDSCAPED SURFACE SLOPED PER PLAN GRADES TOPSOIL BACKFILL TOP ROCK BOTTOM ROCK DRAINROCK TO BE PRE -APPROVED BY CITY PRIOR TO PLACEMENT DRYWELL SECTION PERFORATED PIPE N.T.S. N.T.S. N.T.S. 'CONTECH' C-45NW GEOTEXTILE OR EQUAL INSTALLED AT SIDES & TOP (LAPPED ON TOP) Grading and Drainage Plan For Harper Office R joy Ura Idaho 2024 SHEET INDEX: DESCRIPTION CIVIL NOTES & DETAILS GRADING & DRAINAGE PLAN PROJECT BENCHMARK: PROJECT BENCHMARK: FIRE HYDRANT @ NW CORNER TOP NUT EL. = 4820.46 DRAINAGE CALCULATIONS NOTES: FORMULA: DRAINAGE RUNOFF COEFFICIENTS (C): V = CiA Impervious Areas = 0.95 V = Volume in CF Landscape Areas = 0.25 C = Drainage Runoff Coefficient i = Design Storm Rainfall in ft. A = Drainage Area in sf Design Storm = 25yr. 24hr. Design Storm Rainfall = 1.6in/12 = 0.133 ft. PROFESSIONAL LOT Total Area = 41,273sf Retention Area A = 17,440sf Impervious Area = 13,499sf (INCLUDES 75% OF BLD. AREA) Landscape Area = 3,941sf Retention Area 8 = 31,548sf Impervious Area = 25,952sf (INCLUDES 75% OF BLD. AREA) Landscape Area = 5,596sf Retention: Req'd Volume A = (0.95 x 13,499 x 1.6 / 12) + (0.25 x 3,941 x 1.6 / 12) = 1,842cf Design Volume A = Drywell A = 20' x 40' x 6' x 0.4 = 1,920cf Req'd Volume B = (0.95 x 25,952 x 1.6 / 12) + (0.25 x 5,596 x 1.6 / 12) = 3,474cf Design Volume B = Drywell B = 20' x 75' x 6' x 0.4 = cf DESIGN DATA: SHEET NO, C-1 C-2 PARCEL NUMBER: RPRTAFN0010010 SITE ADDRESS: 1025 S YELLOWSTONE HWY REXBURG, ID ENGINEER: EHM ENGINEERS, INC. 621 N. COLLEGE RD., STE 100 OWNER/DEVELOPER: PHIL HARPER TWIN FALLS, ID. 83301 4650 MAJESTIC VIEW (208)734-4888 IDAHO FALLS, ID 83406 VICINITY SKETCH: n. t.s. DEPARTMENT OF ENVIRONMENTAL QUALITY APPROVAL CITY APPROVAL o� M 0 M 0 00 0 U C) w Cn 0 3-r o w 3 �H .r..q hto Q �oM w t` a� = o i W a rn o N D� _ P4 00 z 00 bA 000 w � w��- coU o 4 M z N z� N a REVISIONS �1 ROOF DRAIN CONNECTIONS M. AHRENS - 06/28/2023 22 BUILDING RE -SIZED M. AHRENS - 10/25/2023 A ELIMINATED N. ROOF DRAIN M. AHRENS - 01/19/2023 DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR DIS- CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. STAMP 1494 APPROVED D. THIBAULT DESIGN M. AHRENS DRAWN M. AHRENS DATE 1/22/2024 SCALE AS SHOWN DWG. NO. 321-22 HARPER REXBURG I- St1E N.T.S. N.T.S. N.T.S. SHEET C-1 1 of 2 SITE KEY NOTES: O1 CONSTRUCT ASPHALT PAVEMENT SECTION PER DET. 1 O2 CONSTRUCT CONCRETE PADS PER DET. 2 O3 CONSTRUCT SIDEWALK PER DET. 3 4� CONSTRUCT VERTICAL CURB (NO GUTTER) PER DET. 4 O CONSTRUCT 4' VALLEY GUTTER PER DET. 5 O6 CONSTRUCT ACCESSIBLE RAMP PER DET. 6 O7 INSTALL VAN ACCESSIBLE PARKING SIGN PER DET. 7 O8 PAINTED ACCESSIBLE PARKING MARKINGS PER DET. 8 UTILITY KEY NOTES: ❑1 INSTALL 4 C900 PVC SEWER SERVICE SLOPE ® 2.00% MIN. COORDINATE w/ PLUMBING FOR BUILDING CONNECTION LOCATION. 2] INSTALL NEW 2" WATER SERVICE LINE. COORDINATE w/ PLUMBING FOR BUILDING CONNECTION LOCATION. [3 INSTALL ISPWC TYPE II CATCH BASIN (SD-603) ® INSTALL 10". PVC STORM DRAIN LINE SEE PLAN FOR ELEVATIONS. 50 INSTALL 10" PERF. PIPE. SEE PLAN FOR ELEVATIONS. ® INSTALL STORM DRAIN MANHOLES PER DET. 9 ❑7 CONTINUE 6" STORM DRAIN LINE. SEE PLAN FOR ELEVATIONS. ® INSTALL CLEANOUT. ❑g CONST. DRY WELLS PER DET. 10. SEE PLAN FOR SIZES AND ELEVATIONS. 10 ADJUST EXISTING SEWER MANHOLE RIM TO EL. 4818.05. CONTRACTOR TO FIELD VERIFY CONDITION -- IF GRADE RINGS ARE IN PLACE AND CAN BE ADJUSTED, DO SO -- OTHERWISE SHALLOW/MODIFIED MANHOLE CONE WILL BE REQ'D. ABBREVIATIONS: A AREA BM BENCH MARK REQ'D REQUIRED CB CATCH BASIN ROW OR R/W RIGHT OF WAY CF CUBIC FEET RP RADIUS POINT CL or i CENTER LINE RT RIGHT CONST CONSTRUCT RW RESILIENT WEDGE DWG DRAWING S SLOPE EA or EOA EDGE OF ASPHALT SD STORM SEWER EL or ELEV ELEVA TION SF SQUARE FOOT FG FINISHED GRADE SS SANITARY SEWER/SEWER SERVICE FHYD or FH FIRE HYDRANT STD STANDARD INV INVERT TA TOP OF ASPHALT ISPWC IDAHO STANDARDS FOR PUBLIC TBC, TOC, TC TOP OF CURB (VERT, HIGHBACK, STD) LF WORKS CONSTRUCTION LINEAR FOOT TBM TEMPORARY BENCH MARK MH MANHOLE TCC TOP OF CONCRETE NG NATURAL GROUND TRANS TRANSITION NTS NOT TO SCALE TYP TYPICAL PC POINT OF CURVATURE V VOLUME PI POINT OF INTERSECTION VG VALLEY GUTTER PIRR or PI PRESSURE IRRIGATION WL WATERLINE POC POINT ON CURVE WM WATER METER PT POINT OF TANGENCY TOPOGRAPHIC LEGEND. CATCH BASIN PRESSURE IRRIGATION METER IRRIGATION VALVE IRRIGATION AIR INJECTION ASSEMBLY IRRIGATION BLOW -OFF ASSEMBLY SEWER MANHOLE CLEAN OUT WATER METER FIRE HYDRANT WATER VALVE LIGHT POLE POWER POLE TELEPHONE RISER MAIL BOX DRAINAGE FLOW ARROW BUSH / SHRUB SANITARY SEWER LINE STORM DRAIN LINE WATER LINE GRAVITY IRRIGATION LINE PRESSURE IRRIGATION LINE TELEPHONE LINE FENCELINE EDGE OF ASPHALT EDGE OF GRAVEL VERTICAL CURB AND GUTTER ROLLED CURB AND GUTTER CONCRETE SIDEWALK 1:1111�11►IelrlZ���1Nll� EXISTING GROUND CONTOUR PROPOSED EXISTING P! PI ao ao m rP © O C( C �- -0- A b b 0 0 SS SS SD > SD W w GI D GI PI Pi T T X X t t TPM TOP NUT = 4820.46 POWER POLE 100—YEAR ` E u„' V , = 4817, OVERFLOW �,, 24' _.......... .__ _�r `f ° 1 8% , TBM TOP N� D w el �- r UNDERGROUND GAS W "VALVE DIM. = 20 x40 x6 " : f TOP ROCK EL. = 4815.00 = ® __ 9 s BOTTOM ROCK EL = 4809.00 �N , h� 41, Al ' .a �lei ' �- C. `T ` `4A0 � a O L a q ..L NIV 414, _ G� �,� �� 5 r.. 27 c, r 7 �� ?] ``" • '9 9 � N 9 '`7 1 90 / Ifs f DUMPSTER LIGHT POLE PEE, EGG 0.5% 3 1 £ II FIRE HYDRANT ; Ta gs TOP T ' 4 21,08 TAMANA FIELDS - NORTH Br.-" L 0 C rKs", 1 4 LIGHT LE 0 36 PIPE 0 10 20 40 SCALE IN FEET CONSE DRY WELL "B" DIM. = 20'x75'x6' CD TOP ROCK EL. = 4815.00 U) BOTTOM ROCK EL. = 4809.00 13 N . 100-YEAR OVERFLOW �9 FOUND 5 " IRON ROD W / YELLOW PLASTIC CAP L& ft 9369 o� M U M 00 O U U 1—i X N C/1 w 0 ow 3 5 Z •brm-4 Q O M w1:3 �� 00 v) o w COD x O421 � 0 z W -'f m O 4 ucn 4ft Zo REVISIONS 01 ROOF DRAIN CONNECTIONS M. AHRENS - 06/28/2023 02 BUILDING RE -SIZED M. AHRENS - 10/25/2023 A ELIMINATED N. ROOF DRAIN M. AHRENS - 0111912023' DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR DIS- CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. STAMP S�®NAL F G N 1 4-,z0F0���v APPROVED D. THIBAULT DESIGN M. AHRENS DRAWN M. AHRENS DATE 1/22/2024 SCALE AS SHOWN DWG. NO. 321-22 HARPER REXBURG — SITE SHEET C-2 2of2