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HomeMy WebLinkAboutSITE PLAN - 12-00542 - 410 W 1st N - Carriage Cove Short Stay RehabilitationI GENERAL NOTES: 1. FOR ALL OF THE UTILITY LOCATES, CONTRACTOR SHALL CALL DIG -LINE AT 1-800 -342 -1655 TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AN SHALL NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN UTILITIES AND PLAINS_ ALL EXISTING U NDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING OR CONSTRUCTED UTILITIES, AND SHALL REPAIR DAMAGES IN ACCORDANCE WITH UTILITY OWWNER , S REQUIREMENTS AT NO ADDITIONAL COST TO THE PROJECT OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND NOTIFY ALL AFFECTED UTILITY OWNERS, THE OWNER OR ENGINEER WILL NOT MAKE NOTIFICATIONS. 2. ALL WORK SHALL BE DOME IN ACCORDANCE WITH THE SPECIFICATIONS AND /OR REQUIREMENTS OF THE 2012 EDITION OF THE IDAHO STANDARDS N_ FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF REXBURG STANDARDS FOR CONSTRUCTION, AND THESE DRAWINGS. IF A CONFLICT EXISTS BETWEEN THESE STANDARDS AND DRAWINGS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. THE CONTRACTOR SHALL HAVE A COPY OF THE ISPWC AND THES =E DRAWINGS AT THE PROJECT AT ALL TIMES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL WORK CONSTRUCTED UNTIL THE WORK IS ,ACCEPTED BY THE OWNER FOR CONTINUOUS OPERATION AND MAINTENANCE. 4. CONTRACTOR TO PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND WILL FILE A NOTICE OF INTENT (NOI) TO THE ENVIRONMENTAL PROTECTION AGENCY. THE CONTRACTOR MUST APPOINT A RESPONSIBLE PERSON TO ENSURE THAT THE SWPPP IS EXECUTED AND MAINTAINED PROPERLY. _5_. IT IS NOT ANTICIPATED THAT TRAFFIC CONTROL WILL BE USED ON THIS PROJECT, HOWEVER IF TRAFFIC CONTROL IS NECESSARY THEW PLAINS AND DEVICES SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL m VICES (MUTCD). kM _.61. NTRACTOR IS RESPONSIBLE. FOR COMPLIANCE WITH ALL APPLICABLE SAFETY WS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE R ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND OUND THE CONSTRUCTION ARE 7' LL CONTRACTOR5,WALL PROVID (1 T OF AS-BUILT DRAWINGS TO THE NGINEER. r$ HE CONTRACTO ,. LL PROVIDDE IR � CONSTRUCTIONN SURVEY STAKING. OSTS SHALL BE I ENTAL TOT ORK. E CONTRACTOR SHALL BE " URNISHED COPIE THE SITE UTILI UTOCAD ELECTRONIC FILES USED O CREATE THE DRAWINGS. IN THE N A DISCREPANCY BETWEEN THE N '.. TAMPED PAPER WWINGS AND L T NIC FILES, THE STAMPED PAPER RAWIINGS SHALL GOVERN. THE C RAC SHALL INDEMNIFY AND HOLD HARMLESS THE E ER FROM IAB CLAIMS, DAMAGES, LOSSES AND EXPENSES, IINCLU ATTORNEY E ING OUT OF OR RESULTING FROM THE CONTRACTOT� E OR INTE ETA i OF ELECTRONIC FILES. 5, ALL MISCELLANEOUS STRUCTUR CH SIGNS, IRRIGATION AND DRAINAGE _.: FACILITIES, UTILITY POLES, LINE PPURTENANCES, NOT MARKED FOR DEMOLITION, WHEN NECESSARY TO BE REMOVED OR DISTURBED, SHALL BE u' REPLACED OR RECONSTRUCTED TO BETTER THAN OR EQUAL THEIR ORIGINAL CONDITION. MISCELLANEOUS STRUCTURES WORK SHALL BE INCIDENTAL TO THE WORK, 10. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT SHALL MEET THE MINIMUM REQUIREMENTS AS SET FOR IN THESE SPECIFICATIONS OR THE [DRAWINGS, WHICHEVER IS MORE STRINGENT. 11. A PRE - CONSTRUCTION MEETING WILL BE HELD PRIOR TO COMMENCEMENT OF WORK, ALL CONTRACTORS, SUBCONTRACTORS, AND /OR UTILITY CONTRACTORS, REQUIRED AGENCY PERSONNEL, AND THE OWNER'S ENGINEER SHALL BE PRESENT. 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWN'S OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN THE CONSTRUCTION AREA. 13. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. 14. WHEN DISCREPANCIES OCCUR BETWEEN SPECIFICATIONS, OR SHEETS IN THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTOR'S CLAIM FOR ADDITIONAL COMPENSATION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIALS, WATER, WASTE. SITES; AND ANY OTHER MATERIALS SOURCES AS REQUIRED FOR PROJECT COMPLETION' . 16. OWNER WILL HIRE A MATERIALS TESTING FIRM TO PROVIDE ALL TESTING (NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THE CITY AND /OR ISPWC 2012. SUCH TESTS SHALL BE SUBMITTED TO THE ENGINEER. 17. THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH THE ENGINEER OF In RECORD AND THE CITY OF REXBURG. ez 18. ACCEPTANCE OF ALL IMPROVEMENTS BY THE OWNER SHALL CONSTITUTE SUBSTANTIAL COMPLETION OF THIS PROJECT. 19. WITHIN 2 WEEDS AFTER THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS- BUILT PLANS TO THE ENGINEER.. SURVEY MONUMENTS } 1, CONTRACTOR SHALL REFERENCE ALL PUBLIC AND PRIVATE LAND SURVEY U MONUMENTS THAT WILL BE DISTURBED BY CONSTRUCTION ACTIVITIES PRIOR TO DISTURBING. z 2. REESTABLISH SUCH MONUMENTS AS PART OF THE SURVEY WORK FOR THIS PROJECT BEFORE PROJECT COMPLETION. ❑ 3. SECTION CORNER AND QUARTER CORNER MONUMENTS RESET AFTER CONSTRUCTION SHALL INCLUDE CORNER PERPETUATIONS AND FILING WITH THE 4 COUNTY. z 0 4. SIXTEENTH CORNERS THAT ARE DISTURBED AND RESET AND HAVE EXISTING o CORNER PERPETUATION FILED WITH THE COUNTY SHALL HAVE NEW PERPETUATION RECORDS FILED AFTER THE CORNER HAS BEEN RESET. c� �a LU 5. PERFORM ALL MONUMENT WORK IN ACCORDANCE WITH TITLE 55, CHAPTER 16 OF ro THE IDAHO STATE CODE.. a Lu w 6. PERFORM ALL CORNER REESTABLISHMENT AND CORNER PERPETUATION FILING LU WORK IN ACCORDANCE WITH STANDARD SURVEYING PRACTICES UNDER THE RESPONSIBLE CHARGE OF A PROFESSIONAL LAND SURVEYOR DULY AND PROPERLY REGISTERED IN THE STATE OF IDAHOA 2 STORM AND EROSION' CONTROL 1. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PUCE AND FUNCTIONING. 2. ON SLOPING AREAS, THE CONTRACTOR SHALL TAKE .PRECAUTIONS TO MITIGATE ANY POSSIBLE EROSION PROBLEMS IN TRENCHES, DUE TO STORM WATER THAT MIGHT OCCUR DURING - OR AFTER CONSTRUCTION AS DIRECTED OR APPROVED ENGINEER. . DURING CONSTRUCTION; THE CONTRACTOR IS FULLY RESPONSIBLE FOR INTERIM PROVISIONS FOR PASSAGE OF IRRIGATION A N D STORM WATER. N O SUPPLEMENTAL COMPENSATION WILL BE MADE FOR WET CONDITIONS OR FLOW DIVERSIONS. 4. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN STORMWATER POLLUTION PREVENTION! PALMS PLANS UNTIL FINAL ACCEPTANCE OF THIS PROJECT. 5. THE CONTRACTOR SHALL ALSO BE REQUIRED TO TAKE ALL PRECAUTIONS NECESSARY TO INSURE THAT NO STORM WATER/SEDIMENT AND /OR CONSTRUCTION DEBRIS ARE RELEASED FROM THE SITE. ANY RELEASES SHALL BE GLEANED AND MITIGATED AT CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN ON SITE AT ALL TIMES. 7. THE GENERAL CONTRACTOR SHALL CONDUCT SITE EROSION CONTROL INSPECTIONS AS PER THE NPDES GENERAL PERMIT AND SUBMIT IN LETTER FORM TO BYU- IDAHO AND THE ENGINEER OF RECORD ANY UPDATES, REVISIONS, CHANGES, OR ADJUSTMENTS THAT HAVE BEEN MADE OR NEED TO BE MADE TO THE SWPPP PLAIN AND TO OIL SITE ERIOSION CONTROL STRUCTURES AND DEVICES. THIS LETTER WILL INCLUDE AN ITEMIZED LIST INCLUDING SPECIFIC DATES FOR EACH REVISED OR UPDATED ITEM AND ALSO ANY CORRECTIVE ACTIONS THAT HAVE OR WILL TAKE PLACE. SANITARY SEWER 1. ALL WORK & TESTING SHALL BE DONE IN ACCORDANCE WITH THE 2012 EDITION OF THE SEWER SPECIFICATIONS AND STANDARD DRAWINGS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE CITY OF REXBURG STANDARDS FOR CONSTRUCTION. 2. MANHOLES 4 FEET ORREATER IN DEPTH, SHALE. BE TYPE "A" IN ACCORDANCE WITH ISPWC STANDARD DRAWLING SD -501. MANHOLES LESS THAN 4 FEET IN [DEPTH SHALL BE CONSTRUCTED IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD -505. 3. SEWER PIPE WITH COVER OF GREATER THAN THREE FEET, SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D -3034 CELL CLASSIFICATION' 12454-B. SEWER PIPE WITH LESS THAN THREE FEET OF CO"M"ER SHALL BE AWWWA C -900 CLASS 150, A RUBBER RING IS TO BE INSTALLED WHERE THE PIPE IS IN CONTACT WITH THE MANHOLE BASE AND /OR ITS CHANNEL, IN ORDER TO INSURE A WATER -TIGHT SEAL. 4. STU'BOUT S FOR SERVICE LINES SHALL BE MARKED IN ACCORDANCE WITH THE CITY OF REXBURG SPECIFICATIONS AND THE 2012 EDITION OF THE ISPWC. THE CONTRACTOR IS TO NOTIFY THE OWNER'S ENGINEER WHEN THIS IS ACCOMPLISHED S01 THAT ANY DESTRUCTION OF SAME IS NOT BACKCHARG?ED TO THE SEWER CONTRACTOR. 5. ALL MANHOLES SHALL BE CONSTRUCTED SO AS TO BE WATER TIGHT AND WITH THE TOP OF CONE LOCATED WITHIN ONE (1) FOOT OF THE FINISHED GRADE. THE SEWER CONTRACTOR SHALL SUPPLY ALL LID ASSEMBLIES AND THE REQUIRED (NUMBER OF RISERS AND GRADE RINGS. THE SEWER CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF THE TOP OF THE MANHOLE CONE TO ASSURE THAT ALL RING ELEVATIONS MATCH FINAL STREET GRADES. MANHOLES SHALL HAVE 12 INCH MAXIMUM GRADE RINGS. 6, SERVICE STUBOUTS SHALL BE TO THE POINTS SHOWN IN THE DRAWINGS OR AS MARKED BY THE ENGINEER IN THE FIELD. SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS SD 511 AND SD511 -A. THE SEWER SERVICE CONNECTION SHALL BE IN PLACE FOR THE FINAL INSPECTION. THE CONTRACTOR IS TO NOTIFY THE ENGINEER WHEN THIS IS ACCOMPLISHED SO THAT ANY DESTRUCTION OF SAME IS NOT BACKCHARGED TO THE SEWER CONTRACTOR. 7. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER MAINS SHALL BE A MINIMUM OF TEN (10) FEET. SEE SEWER NOTE #12. 8. BEDDING MATERIAL SHALL CONFORM TO STANDARD DETAIL A11C -501. SIX (B) INCHES OF PIPE BEDDING MATERIAL OVER THE TOP SHALL BE USED. 9, CONTRACTOR TO PROVIDE. MAXIMUM @ 95% COMPACTION EFFORT AS SPECIFIED IN THE 2012 ISPWC. COMPACTION TESTING TO BE PERFORMED ONCE BETWEEN EACH MANHOLE AT EACH 24" LOOSE LIFT WITH A MINIMUM OF THREE TESTS PER LOCATION, OR AS DIRECTED BY THE ENGINEER. ALL COMPACTION TEST RESULTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. 10. ALL STATIONING RELATES TO THE GRAVITY SEWER CENTERLINE. 11. SEWER LINES SHALL BE INSTALLED PRIOR TO STREET IMPROVEMENTS. 12. WHERE IT IS NECESSARY FOR THE SEWER OR NON POTABLE WATER LINE AND WATER LINE TO CROSS EACH OTHER AND THE SEWER AND NON POTABLE LINE IS LESS THAN 18" BELOW OR ABOVE THE WATER MAIN, THE SEWER OR NON POTABLE WATER LINE GROSSING SHALL BE CONSTRUCTED TO WATER,. MAIN STANDARDS PER SECTION 400 OF THE 2012 EDITION' OF THE ISPWC AND IN ACCORDANCE TO THE IDAPA 58.0108.550.06.E WITH WATER -TIGHT JOINTS, OR EQUAL CONSTRUCTION, FOR A DISTANCE OF 10' ON BOTH SIDES OF THE WATER LINE. ONE FULL LENGTH OF BOTH WATER MAIN AND SEWER OR NON- POTABLE WATERLINE SHALL BE CENTERED( OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. (DETAIL Al /C -502) 13. TV INSPECTION REQUIRED PRIOR TO ANY ROADWAY CONSTRUCTION. 14. DURING CONSTRUCTION THE CONTRACTOR IS FULLY RESPONSIBLE FOR INTERIM PROVISIONS FOR PASSAGE OF WASTE WATER. NO SUPPLEMENTAL COMPENSATION WILL BE MADE FOR WET CONDITIONS OR FLOW DIVERSIONS, 4 m LOAD AND STREET I . EXISTING A.C. PAVEMENT SHALL BE !CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED "WITH EMULSION PRIOR TO PAVING. 2. IF ANY UTILITY OR IRRIGATION FACILITY INTERFERES WITH RELUIRED STREET IMPROVEMENTS, ALL SUCH UTILITIES OR IRRIGATION FACILITIEb'.`' WILL "BE RELOCATED AS TO NOT INTERFERE WITH REQUIRED STREET IMPROVEMENTS AT THE OWNER'S EXPENSE. 3, THE PAVING CONTRACTOR SHALL SET THE GRADE AND POUR CONCRETE COLLARS FOR BOTH THE MANHOLES AND WATER VALVE BOX PER ISPWC STANDARD DWG. NO. SD -503 & SD -406. 4. ALL INIDVIDUALS PERFORMING WORK WITHIN A STATE ROAD RIGHT OF WAY SHALL WEAR A CLASS 2 SAFEEY CLOTHING, CLASS 3 RECOMMENDED FOR NIGHT USE. bogue building 730 pacific avenue salt lake city Utah 84104 501. 5521 -5186 x901- 539 -1915 tfkr com LU �r mj CO v ° mCo Cq .q Co oig Lo 0 C� Co NA C ECG ` 6 113 NID 'Y��S P. 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V1d- 1f1j .�..,...�..•,. - -,.. w- w.-- W - W..,,.1- NAZ- CP; Cf; Q 2 4 6 I a 20 40 BUILDING N TI L boc3ue building 730 pacific avenue salt lake city COLUMN _ NORTHING EAsSTII�IG Utah 84104 INTERSECTION 4 801 - 521 -6186 A -1 788545,12 754023,18 x801 -539 -1915 A -1 3 788545.12 754298.68 ftkr com K -1 7€ 8398.45 754023.18 1-13 788398445 754298.58 GBENCHMARKS 01 N=788187.35 -15 m E= 754370.02 wj EL =4866,09" — a N UIA 02 N =788565.07 m CD E =753991.668 LO EL =4862.82' IL 03 PROPERTY CORNER N= 788236.634 x ' i' E =754320.313 EL=4863.97' 04 PROPERTY CORNER N =788365.154 E= 753974,747 EL =4862.52' 05 PROPERTY CORNER N =7$8365.972 E= 754155.755 EL=4862.62' 06 PROPERTY CORNER N= 786483.232 E= 753992.203 EL ®4861.95' GENERAL SHEET NOTES 1. COORDINATE WITH ARCHITECTURAL SITE PLAN, RE: AS 101 & AS 10121 2. SEE ARCHITECTURAL PLANS FOR PAVEMENT MARKING AND SIGNA GE. SHEET KEYNOTES 01 STANDARD CURB AND GUTTER RE, A1/Ca -503 02 OPEN FACE SLOPED BACK CURB & CUTTER. RE: C1 /C ^503 03 CONCRETE SIDEWALK RE: D11C-503 04 HEAVY DUTY CONCRETE PAIRING RE: B31C -503 05 ASHPALT PAVING RE: C3/C®503 'wt 06 CONCRETE DRIVEWAY RE: A11C -505 07 STORM POND RE: B41C -503 08 CONCRETE W/ H'YDRONIC SNOWMELT SYSTEM RE: D31C -503 Pte. 09 09 BRIDGE ' RE: AIIC -504 8 ARCHITECTURAL PLANS 10 OPEN FACE CURB AND GUTTER RE: 13110 -503 11 CITY OF RE BURG SIDEWALK RE: A.1 /C-505 12 PERGOLA,, RE: ARCHITECTURAL PLANS AND SE" MANUFACTURER FOR POST SPACING. PERGOLA, STRUCTURAL BASE, } RE: 135 1C -504 ' 13 RETAINING WALL 3 P/1 3��� RE: ARCHITECTURAL PLANSq`E5 P. ' 14 CURB RE:A51C -503 DATE 1/31/2013 STATUS � 15 MONUMENT SIGN RE: ARCHITECTURAL PLANS RE: D21(;-604 FOR BASE DETAIL 16 ROCK RETAINING WALL DATE 1 2 x13 REASION SIDEWALKS RE: D1/C504 2 ,310611'.3 3 4/13113 SITE SITE 17 RIBBON CURB RE: B5 /C -503 PAOJE7: BER 121 18 NOT USE TLE J121209MO© -v20 17RAWW.BY S, 19 NOT USED USED CHECKED SY JI 1.. 20 CHILLER UNIT EQUIPMENT PAD SCALE CIVIL L I TE RE: D41C -504 PLAN 21 PAVERS, RE: O5 /C -503 RE: ARCH. PLANS FOR TYPE AND COLOR, 22 CURB DRAIN RE: C41C -503 ®10'1 E D C a A 6" PVC LF=42.40 SLOPE=1.00% - SD MANHOLE GRATE=4861.92± I E IN 6" E=4856.95 IE IN 6" 5E=4859.12 IE IN 6"NE=4859.04 IE IN 12" NW=4858.30 IE OUT 12" 5=4856.95 BTM=4853.95 18" INLET BASIN GRATE=4861.30 1 E=4858.80 12" PVC LF=21.5 SLOPE=2.32'/c Iy 001" (RETENTION AREA WEST) 10' 2 ROWS OF (14YSTORMTECH SC-740 CHAMBERS IE 12" IN=4856.95 BTM=4854.57 511 30 SD MANHOLE GRATE=4861.37± IE OUT NE=4858.30 BTM=4855.30 I 4870.00 BUILDING LINE 0 z GREASE WASTE LINE I E: 4858,50t --------- RE:-PLUMBING FF=4863.50 EXIST. GAS LINE APPROXIMATE F ISERS 4860.00 FINISH GRADE 4" WYE ]E=4853.49 61, PVC RE: PLUMBING FROM BULDING GREASE TRAP IE IF 853.69 IE EXIST. SS MAI N=4850.68 50 GUTTER DRAIN IE=4860.00 ok GUTTER DRAIN 2, IE=4859.47 6 PVC 25 LF=76.00 12" INLET BASIN 12" SD JUNCTION GUTTER DRAIN SLO:PE=1.00% PEDESTRIAN GRATE=4862.85 IE SOLID LID=4863.10 IE=4860.00 [E=4858.50 r ff 61. PVC V, GUTTER DRAIN LF--78.7 0 IE=4860.60 14 SLOPE=1.00% SD7 SD J, GUTTER DRAIN g g, 6" PVC 25 14 IE=4861.00 ­7 LF-79.5 SLOPE=1.00% 5) GUTTER DRAIN 13 GUTTER DRAIN [E=4861.00 S MIMI as SGUTTER D IN IE=4860.97 44 SGUTTER DRAIN IE=4861,50 IE=4860.00 LF -31.60 12" INLET BASIN ROOF DRAIN SLOPE= L7,5094 PEDESTRIAN GRATE=4862.85 29 IE=4860.30± GUTTER DRAIN lr-=ARrQ A7 IE=4860.46 RF' PLUMBING 14 GUTTER DRAIN q GUTTER DRAIN ]E=4861.50 [E=4860.00 14 28 18" INLET BASIN GRATE=4862.60. P, IE=4859.97 STORM N wti SWALE '25 12' PVC LF=42.15 SLOPE=0.50% 18" INLET BASIN GRATE=4862.20 IE=4859,75 12" PVC LF=34.50 SLOPE=1.68% 18" INLET BASIN GRATE=4861.75 IE=4859.17 4858.50± RE: PLUMBING n29 IE=4853.86± I RE. PLUMBING 6" C L E A N 0 U T ROOF DRAIN 9 AAR IE=4860.30i ROOF DRAIN RE: PLUMBING IE=4860.30± "g' A 6 " PVC RE: PLUMBING 25 10 LF 6,.3X� 75- LOPE=1.00% R sll MINI 'w m ow 6' CLE>A;NOUT IE=4859.36 n24 .............. 6" PVC 25 6„ PV IE Ift LF=42.30 "F- qgggg 1 -38. LF_ 8. SLOPE=1.00% 5/0 oa 25 SLOPE=2.54 PIPE END 25 [E=4860.30 - UF) R 6" PVC 25 w V N U BASIN 12 PVC 2x SLOPE=2.39% F- g GRATE=4861.85 26 0 "A (RETENTION AREA SOUTH) TOP=4861.50 m BTM=4858.40 4� 10 (DRAIN ROCK UP TO 4860.00) y E_ I � r Nomp 10 0 GENERAL SHEET NOTES 40 18" INLET BASIN GRATE=4862.17 IE=4859.67 6" PVC LF=43 ' 40 SLOP,E=1.00% -- ----- - -- VQ :Pbooue SID MANHOLE LID=4862.66 30 Mg, IE IN W--4859.23 IE IN NE=4859.23 2. RETAIN AND PROTECT ALL UNDERGROUND IF 12" OUT=4860.04 tta E "N BTM=4857.04 00, Fog, P51"m (RETENTION AREA NE) 3. COORDINATE SITE DEMOLITION WITH (5 )- STORMTECH gg ARCHITECTURAL AND ELECTRICAL DEMOLI I 1UN SC-740 CHAMBERS 7 IE 12" IN=4860.04 01 4" PVC WATER SERVICE LINE BTM=4856.66 4. COORDINATE WITH ELECTRICAL PLANS FOR k1Y}ay Utah 84104 6" CLEANOUT IE 0.10 < z 6" PVC 25 LF=41.30 6" WATER FIRE SERVICE LINE SLOPE=1.00% RE. PLUMBING 6" C L E A N 0 U T ROOF DRAIN 9 AAR IE=4860.30i ROOF DRAIN RE: PLUMBING IE=4860.30± "g' A 6 " PVC RE: PLUMBING 25 10 LF 6,.3X� 75- LOPE=1.00% R sll MINI 'w m ow 6' CLE>A;NOUT IE=4859.36 n24 .............. 6" PVC 25 6„ PV IE Ift LF=42.30 "F- qgggg 1 -38. LF_ 8. SLOPE=1.00% 5/0 oa 25 SLOPE=2.54 PIPE END 25 [E=4860.30 - UF) R 6" PVC 25 w V N U BASIN 12 PVC 2x SLOPE=2.39% F- g GRATE=4861.85 26 0 "A (RETENTION AREA SOUTH) TOP=4861.50 m BTM=4858.40 4� 10 (DRAIN ROCK UP TO 4860.00) y E_ I � r Nomp 10 0 GENERAL SHEET NOTES I EXISTING UTILITIES SHOWN IN APPROXIMATE LOCATION. CONTACT 1-800-342-1585 48 HOURS :Pbooue IN ADVANCE TO LOCATE UTILITIES PRIOR TO COMMENCING WORK 2. RETAIN AND PROTECT ALL UNDERGROUND 0 20 40 UTILITIES: GAS, WATER, SEWER, STORM DRAIN, POWER, ETC. UNLESS OTHERWISE NOTED, 3. COORDINATE SITE DEMOLITION WITH SHEET KEYNOTES building ARCHITECTURAL AND ELECTRICAL DEMOLI I 1UN 730 pacific avenue PLANS. 01 4" PVC WATER SERVICE LINE salt lake city 4. COORDINATE WITH ELECTRICAL PLANS FOR RE: Al /C -501 Utah 84104 ELECTRICAL AND COMMUNICATION CONNECTIONS. 02 6" WATER FIRE SERVICE LINE .801-521-6186 5. WATER LINES TO HAVE MINIMUM OF 5' BURY. RE: Al/C-501 801-539-1916 6. IRRIGATION CONNECTION MUST OCCUR AFTER ffkr com THE METER, NOT CONNECTION TO THE FIRE 03 FIRE HYDRANT SUPPLY LINE ALLOWED. (AS PER RE BURG CITY STANDARDS) RE: C1 /C-501 04 WATER LINE FITTING, 8" TAPPING TEE AND CC VALVE (CONTRACTOR TO VERIFY LOCATION LU OF EXISTING WATER MAIN LINE, SIZE, AND TYPE) RE:C3/C-501 mi 05 NOT USED =J 0 "12 :2 LU go F- 06 NOT USED Co 0 a lie Z C'j LQ 07 NOT USED 0 C" 08 NOT USED 09 NOT USED 10 6" PVC SEWER LINE RE: Al /C ®501 11 GREASE TRAP RE: PLUMBING PLANS 12 SEWER CONNECTION TO SEWER MAIN RE: B4 /C -501 13 SEWER CONNECTION TO BUILDING 14 DOWN SPOUT TO STORM DRAIN CONNECTION RE: A3/C-502 z 15 WATER LINE FITTING, 6" x 6" x 4" TEE 0 RE: C1 /C -502 16 POTABLE / NON-POTABLE WATER CROSSING RE: Al/C-502 17 WATER LINE FITTING, 8"x 6" REDUCER RE: CIIC-502 18 8' DUCTILE IRON (CLASS 50) WATER LINE RE: AI/0501 19 WATER / FIRE SERVICE CONNECTION TO BUILDINING (ENLARGED PLAN) RE:C4/C-502 20 NATURAL GAS SERVICE LINE SIZE AND TYPE BY UTILITY RE: NATURAL GAS COMPANY 0 21 NATURAL GAS METER 3: RE: NATURAL GAS COMPANY U) 22 NATURAL GAS CONNECTION LLJ z RE: NATURAL GAS COMPANY > w 0 c) 23 NOT USED 24 STORM DRAIN CLEAN OUT, 6" RE: B3/G-502 w 00 0 0 0 25 STORM DRAIN LINE, PVC 0 Z T Z RE: Al IC-501 < 0 26 NYLOPLAST INLET BASIN IN CURB < U INSTALL AS PER MANUFACTURE -_ () RECOMMENDATIONS z 0 :D RE: DIIC-501 o U) 27 NOT USED W 28 NYLOPLAST INLET BASIN IN LANSCAPING INSTALL AS PER MANUFACTURE X z w 0 RECOMMENDATIONS 2 RE: D5/C­501 29 STORM SEWER CONNECTION TO ROOF DRAIN SEAL 30 STORM SEWER INFILTRATION MANHOLE G1 RE: D3/C-501 el, /9 6 31 STORM SEWER INFILTRATION BASIN, T% 3 113 STORMTECH SC-740 RE: C4/C­501 & B4/C-502 8 V 32 POND INLETIOUTLET PATE STATUS 2 a 4 5 0 20 40 bogue building 730 pacific avenue LEGEND salt lake city E Utah 84104 FG FINISH GRADE .801-521-6186 TG TOP OF CONCRETE f 801-539-1916 ffkr com TA TOP OF ASPHALT FG=4862.89i FG=4862.20i FGte486298 (MATCH EXIST.) FG�4862.95± TBC VC TOP BACK OF CURB FG=4862.63t (MATCH EXIST.) (MATCH EXIST.) (MATCH EXIST.) M (MATCH EXIST.) FG LP-4861.65' LIP LIP OF GJ_JTTER UJ TBC=441862.80• GB GRADE BREAK Tac-4 ­=486225' IG -P-4861M' FG LP d86^ T� Mai OEM 2 N 2 A HP HIGH POINT 75 C'3 4862 TC-46II5247' 4862.5 C 7 TC 88 37 ­V1 LP LOW POINT ... . . ........ z ROE), TC--4963.10 Cq Uj 62.70" TC=4863 -4 z C 'TC TOP TOPE STORM DETENTION POND m FG=4862.36:t 3. 0 o TC GB=4863.42 BTM BOTTOM OF STORM DETENTION POND I �§,"91921 IL (MATCH EXIST.) e o TBC-486Z60' _A LQ TC 04863.903 1 Tc GB-4863.37 00% FF 4863.50 FF FINISH FLOOR (BUILDING) yu M ES II A FG=4862.12i Cx4fli!2,93­1� LL Mr. LL (MATCH EXIST.) TGt4862.69 TC=4862.93 rm TC=4863.31 FG=4861.69± TG LP=4862i8 5 FG=4863.16 D (MATCH EXIST) .... ...... . FG=4861.691 FG=4863 16 TC=4863.30 TC=4862,12 WATCH EXIST.) TB TC=44,6195 .... . ...... TC=4863,19 2 77/�, TCITA CID TG= 4 363.40 TBC=4861.,,-_T Miami 2.5 % TC=4863.39 CV 'T TO--4863.39 TC/TA=4862.25 0 N UP U &q­ U To= 1 C- 4863.40 3.00 Co g TO GB 62.87 963 TC/rTA=4862,17 R! TC=4861.93� -;A mm, AM 7 U_ C=486 FF 4863 2.85 T FG=4863.16 i 3.31 T8094862. 8. T/TA -4862 43 TC--4862.52 TC=4862.69 GB- 4863.42 Lq MOZ TC=4863.03 TG` Cab 4862 E0 Co 5. ow 11� FF 4863.50 FF 4863.50 TC=4863.31 Me fC �AQ TC=4863.37 TC=4863 44 FFJ= 4863.60 z CITA=486 TBC-4862.23- FGI-4863.110 'A 4863.0 �, ...... ... . 1.24%, R al _A=48-6-2-3-0 T 1862.891 TC=4863.50 0 31 m C pqggg g 1fV5!,�Rmmg omm_n-mm_=m_­ < , 1, -4862.49 TC� If TC-4862 95 LL P U FG LP-4861.37' FF 48-63. 50 Co AM, '13 M G LP W 40' TC=4863.31 L_&j L-I\JTCm4863.31 P m FG=4862.00± FG LP-4861AT TCA4863.31 TBC-4862.82 FG=4862.18± FG LP=4862.0o' TBC-A8SZ82 (MATCH EXIST, (MATCH EXIST.) FG- 4862A5 (MATCH EXIST. TBC=4862.86 q C1, TBC--4862.86 TCfTAJTBC=4863.14 IG13=4 6Z30 T 862.68± (MATCH EXIST.) FG-4862.20 % > TBO-4862 70 c) W tty 0 T13C-4862.70 T13C LP -4862 28 TC=4862 60± ST. ) /7, TBC-4862. 00 0 (MATCH EXI A4 9C=4863.52 Orr LIPITA= U) 0 w Z T 'A Cr o Is LJ FG=4864.14± (MATCH EXIST.) 4862 80 J m "!"T ............ :*4 TBC=4863.13 z TBC= 4. 'N,1.1��1111N o U, A 0 w 0 TBC -4861 80 r= '011,13=4861.23 LIP LP -4864 05 f­gyll ��i 4864.89 4860-5-TC 013=4861,20 L e ��4860 5 T (;=4864.29 SEAL -,rC G8=4862.2 TO AB NAL BC-4862 90 T 4", C= G T 11=4862.87t TC=4866.41 ( 4 I TG GB=4862.1 (MATCH EXIST.) 48 9 6 k TMTC-4866.10' TC=4866.31, 13 TO QB=4663.04 - 0% TC--4862 77i TC=48fi2.64, iCm4865.05 T =4865.6 0 (MATCH EX-1. TC=486271 TO GB=4�61 14 P. 0 TO GB;:i4863.00 1 tC=4864.� o TC=4862.52 Eo EXIST.T7153C#4 54± DATE STATUS C �T04864.76-_ TC-4-86262± TQ=486&_9$±, tin 1131/2013 COiVSTRUGT %V TI46 (MATOWEX ST) n (MATCH EXIST,) (MATCHI EXIST.) I ST NORTH ss z w......... DATE REMION I 2122J13 SIDEWALKS 0 2 3106113 GRADING 0 u3 3 4!18113 GRADING 0 tt PROJECT NUM13ER 121 z rILF J:02099-000 - v20 C9 A U) Uj DRAWN BY Si 9 2 ri) CHECKED BY JF SCALE CIVIL cz oa ry rJ I GRADING < PLAN C-1 03 2 4 6 Y� 14 10 S I H CURB AS PER PLAN JOINT CURB AND SLAB TO BE MONOLITHIC MIN. 18" STANDARD OR SOLID FRAME AND GRATE AS SPECIFIED ON PLANS (H-20 LOADING) 8" REINFORCED '67 CONCRETE SLAB RE: B3/C-503 FOR REINFORCING PVC PIPE 18" NYLOPLAST NOTES: RE: PLANS STANDARD MH GONE SECTION INLET BASIN TRENCH BACK (SIZE AS PER PLANS) EXTEND INTO INNER 9 1 1. NYLOPLAST INLET BASINS, GRATES, SLOPE PER IF OSHA OR 12" MIN, AS PER PLAN EPDM RUBBER BOOT TO FRAMES, PIPE CONNECTIONS, ETC. SEAL PIPE CONNECTION, CHAMBER INFILTRATOR USE ON ALL PIPE SHALL BE INSTALLED AS PER PENETRATIONS SUITABLE SHORING MANUFACTURER RECOMMENDATIONS STAINLESS STEEL Y CLAMP AND SHALL MEET H-20 LOADING STAINLESS STEEL 12" 0 PVC PIPE TO TRENCH BACKFILL INFILTRATOR REQUIREMENTS. Q� t- . PER SPECIFICATION I-- D 2. INLET GRATE AND INVERT PIPE VERTICAL TRENC o WATER TIGHT JOINT ELEVATIONS AS PER PLANS. w WALLS SHORING PER OSHA 12" = V-0" Z STAINLESS STEEL COMPACTED STRUCTURAL UNDER TAPPING SADDLE THE BACKFILL MATERIAL SHALL BE M, I,--' Z" PIPE BEDDING 4 SC-740 STORMTECH CLASS 11, ASTM D2321. BEDDING & CHAMBER INFILTRATOR PAVEMENT OR F FINISH GRADE z z BACKFILL SHALL BE PLACED & W COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321. SOIL (TYP.) k a- RE: MANUFACTURER RECOMMENDATIONS 18" INLET BASIN @ CURB NO. 12 COPPER Lj 1 1 0 11 2' 4' KOCHECK MODEL w W n N LEGEND SZMC5045s3 ®Y (WATER INSTALLATION 4- PVC PIPE -7 6 0 a U) M W w STORTZ ADAPTER 01 FIRE HYDRANT (FACTORY PAINTED RED IN COLOR) NOTE: SIDE 02 BREAK AWAY BOLTS. FIRE HYDRANT TO BE AS PER CITY OF REXBURG STANDARDS. OUTSIDE DIA. OF 03 END OF TRENCH. EXTEND WIRE PIPE PLUS 2'-0" (4'-0- MIN.) MAY VARY PER SOIL TYPE AND 04 DRAIN'- DEEP CLEAR, 12" ABOVE 13 STABILITY 05 CAST IN PLACE CONCRETE THRUST BLOCK (4 SQ. FT. OF GRADE THRUST BLOCK REQUIRED) let 14 Co = 4E 02 06 1" DRAIN ROCK EXTENDS 12" HORIZONTALLY FROM EACH SIDE OF CONCRETE BASE AND THRUST BLOCK AND r VERTICALLY TO 2" ABOVE HYDRANT DRAIN WALL. I 03 07 PRECAST CONCRETE BLOCK 1'x1'x6" THICK. 10 08 VALVE SUPPORT (PRECAST OR CAST IN PLACE). ONE PIECE OF PIPE 16 WITH THRUST BLOCK. /--\ \ f 12 Vy� I OR RESTRAIN JOINTS 09 10 TEE (MJxMJxFLANGE) 6' C.I. AUXILIARY VALVE (MJxFLANGE). 15 �l 7 04 11 CAST IRON VALVE BOX AND LID. ---- 11, 05 12 NO, 12 AWG. COPPER WIRE FINDER. o 13 12"C.I. PIPE SPOOL 08 15 ---< 07 14 VALVE BOX AND LID 09 15 MECHANICAL CONNECTION. 06 16 COVER DRAIN ROCK WITH FILTER FABRIC. 17 Irl" DIAMETER PIPE. METALLIC TAPE MARKED WATER LINE BELOW" 12"ABOVE PIPE (WATER INSTALLATION ONLY) SUBGRAD;E NATURAL GROUND; COMPACT TO 95% OF MODIFIED PROCTOR ROAD /PARKING LOT SECTION OR ROADWAY REPAIR WITHIN EXISTING ROW m STANDARD MH RING AND COVER FLUSH W/ FINSH GRADE STANDARD MH GONE SECTION INLET FROM CATCH BASIN. TRENCH BACK (SIZE AS PER PLANS) EXTEND INTO INNER 9 1 SLOPE PER IF OSHA OR 12" MIN, AS PER PLAN EPDM RUBBER BOOT TO STORMTECH SC-740 SEAL PIPE CONNECTION, CHAMBER INFILTRATOR USE ON ALL PIPE CD PENETRATIONS SUITABLE SHORING z STAINLESS STEEL Y CLAMP 0 STAINLESS STEEL 12" 0 PVC PIPE TO TRENCH BACKFILL INFILTRATOR 2 = Co Q� t- . PER SPECIFICATION I-- D rL- ww' a. n VERTICAL TRENC o 0 Co m — w WALLS SHORING PER OSHA 12" = V-0" Z STAINLESS STEEL COMPACTED STRUCTURAL UNDER TAPPING SADDLE PAVED AREAS AND NATURAL GRANULAR M, I,--' Z" PIPE BEDDING 4 SC-740 STORMTECH CHAMBER INFILTRATOR PAVEMENT OR F FINISH GRADE PER SPECIFICATIO 4" x 3• REDUCER UNDISTURBED (MJ x FL) Lo SOIL (TYP.) k a- NO. 12 COPPER TRACING WIRE j 0 w W n N MU I 111 11111 1: (WATER INSTALLATION 4- PVC PIPE -7 6 0 a U) M W w z z EACH It 2E ONLY 3°" GATE VALVE z 0 2: SIDE FOUNDATION OUTSIDE DIA. OF STABILIZATION z PIPE PLUS 2'-0" (4'-0- MIN.) MAY VARY PER SOIL TYPE AND A STABILITY m STANDARD MH RING AND COVER FLUSH W/ FINSH GRADE 0 0 0 C 0 0 0 0 0 @ GATE VALVE 0 0 C4 fu c 0 0 0-// 8" DI WATER SERVICE LINE @ DLE TAPPING TEE AND VAL 4 tVE l N STANDARD MANHOLE FRAME AND COVER VALVE BOX AND LID RE: A4/C-501 =011111 11111 2V Mel-," m M Mul t-m LOIN SEAL ALL PIPE PENETRATIONS WITH LINK SEAL (TYPICAL) 4"x 3" REDUCER (MJ x FL) \- 4" PVC PIPE 3" GATE VALVE I (PER SPECS) POURFID-IN-PLACE NOTES: CONCRETE FOUNDATION NOTES: i SEE SPECS FOR TRENCH EXCAVATION, PIPE BEDDING, 1. METER TO BE SENSUS OR NEPTUNE COMPOUND METER WITH\\- COMPACTED GRAVEL BASE BACKFILL AND COMPACTION, AND DEWATERING. RADIO READ, TO 95% COMPACTION 2. WATERMAIN (POTABLE & IRRIGATION) AND 2. METER TO BE PROVIDED BY CITY. PRESSURE SEWER BURY DEPTHS 4' TO 6'. 3. METER AND VAULT TO BE INSTALLED AS PER CITY OF REXBURG STANDARDS. 4. STRAINER TO BE COMPATIBLE W/ METER PER MFGR RECOMENDATIONS & CITY OF REXBURG STANDARDS. NI V __g.L TRENCH SECTI0.1 114 NATURA GRANUALI MATERIA 11 NOTES: I 1. NYLOPLAST INLET BASINS, GRATES, FRAMES, PIPE CONNECTIONS, ETC, SHALL BE INSTALLED AS PER MANUFACTURER RECOMMENDATIONS AND SHALL MEET H-20 LOADING REQUIREMENTS. 2. INLET GRATE AND INVERT PIPE' LEVATIONS AS PER PLANS, 3. THE BACKFILL MATERIAL SHALL BE CLASS 11, ASTM D2321, BEDDING & BACKFILL SHALL BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321, RE: MANUFACTURER RECOMMENDATIONS. FRAME AND GRATE 12" CONCRETE COLLAR RE. PLANS W/ 244 REBAR HOOPS H-10 LOADING W/ 44 VERTICALS 12" 1 [-�j SLOPE AS PER PLANS TOP SOIL 18" NYLOPLAST TER TIGHT JOINT --- INLET BASIN PVC PIPE RE: PLANS COMPACTED BACKFILL RE: NOTE #3 NYLOPLAST DRAIN BASIN IN LANDSCPAING 12" = T-0" 0 ill 2' 1 1/2" - 2" WASHED, CRUSHED, IL ANGULAR STONE SC-740 END CAP ADS 601 GEOTEXTILE OR EQUAL 6" MIN. 51" 12" MIN. r% A STORM TECH INFILTRATION BASIN SECTION 1/2" = 9 -9 0 1. 21 4` bogue building 730 pacific avenue salt lake city Utah 84104 .801-521-6186 801-639-1916 ffkr com M GEM -1V 'So(o 0 -T ca M M Co Law go z a Ne to 01, C, Lo o Ill lot 77-1V L JTILITY WETAILS STANDARD MH GONE SECTION INLET FROM CATCH BASIN. (SIZE AS PER PLANS) EXTEND INTO INNER SEPARATOR RING. 12" MIN, AS PER PLAN EPDM RUBBER BOOT TO STORMTECH SC-740 SEAL PIPE CONNECTION, CHAMBER INFILTRATOR USE ON ALL PIPE PENETRATIONS 12"0 PVC PIPE TO INFILTRATOR STAINLESS STEEL Y CLAMP STAINLESS STEEL 12" 0 PVC PIPE TO KORBAND INFILTRATOR SECURE PIPE TO WALL W/ SS STRAP AND HARDWARE, TYP. STANDARD 4'0 PRECAST SOLID FLOOR 4 4 MANHOLE AND LOWER MH SECTION 4 STORM DRAIN MANHOLE 12" = V-0" p 1.. 2- STAINLESS STEEL COMPACTED STRUCTURAL UNDER TAPPING SADDLE PAVED AREAS AND NATURAL GRANULAR MATERIAL AT LANDSCAPE LOCATIONS SC-740 STORMTECH CHAMBER INFILTRATOR PAVEMENT OR F FINISH GRADE 0 0 0 C 0 0 0 0 0 @ GATE VALVE 0 0 C4 fu c 0 0 0-// 8" DI WATER SERVICE LINE @ DLE TAPPING TEE AND VAL 4 tVE l N STANDARD MANHOLE FRAME AND COVER VALVE BOX AND LID RE: A4/C-501 =011111 11111 2V Mel-," m M Mul t-m LOIN SEAL ALL PIPE PENETRATIONS WITH LINK SEAL (TYPICAL) 4"x 3" REDUCER (MJ x FL) \- 4" PVC PIPE 3" GATE VALVE I (PER SPECS) POURFID-IN-PLACE NOTES: CONCRETE FOUNDATION NOTES: i SEE SPECS FOR TRENCH EXCAVATION, PIPE BEDDING, 1. METER TO BE SENSUS OR NEPTUNE COMPOUND METER WITH\\- COMPACTED GRAVEL BASE BACKFILL AND COMPACTION, AND DEWATERING. RADIO READ, TO 95% COMPACTION 2. WATERMAIN (POTABLE & IRRIGATION) AND 2. METER TO BE PROVIDED BY CITY. PRESSURE SEWER BURY DEPTHS 4' TO 6'. 3. METER AND VAULT TO BE INSTALLED AS PER CITY OF REXBURG STANDARDS. 4. STRAINER TO BE COMPATIBLE W/ METER PER MFGR RECOMENDATIONS & CITY OF REXBURG STANDARDS. NI V __g.L TRENCH SECTI0.1 114 NATURA GRANUALI MATERIA 11 NOTES: I 1. NYLOPLAST INLET BASINS, GRATES, FRAMES, PIPE CONNECTIONS, ETC, SHALL BE INSTALLED AS PER MANUFACTURER RECOMMENDATIONS AND SHALL MEET H-20 LOADING REQUIREMENTS. 2. INLET GRATE AND INVERT PIPE' LEVATIONS AS PER PLANS, 3. THE BACKFILL MATERIAL SHALL BE CLASS 11, ASTM D2321, BEDDING & BACKFILL SHALL BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321, RE: MANUFACTURER RECOMMENDATIONS. FRAME AND GRATE 12" CONCRETE COLLAR RE. PLANS W/ 244 REBAR HOOPS H-10 LOADING W/ 44 VERTICALS 12" 1 [-�j SLOPE AS PER PLANS TOP SOIL 18" NYLOPLAST TER TIGHT JOINT --- INLET BASIN PVC PIPE RE: PLANS COMPACTED BACKFILL RE: NOTE #3 NYLOPLAST DRAIN BASIN IN LANDSCPAING 12" = T-0" 0 ill 2' 1 1/2" - 2" WASHED, CRUSHED, IL ANGULAR STONE SC-740 END CAP ADS 601 GEOTEXTILE OR EQUAL 6" MIN. 51" 12" MIN. r% A STORM TECH INFILTRATION BASIN SECTION 1/2" = 9 -9 0 1. 21 4` bogue building 730 pacific avenue salt lake city Utah 84104 .801-521-6186 801-639-1916 ffkr com M GEM -1V 'So(o 0 -T ca M M Co Law go z a Ne to 01, C, Lo o Ill lot 77-1V L JTILITY WETAILS 9 0 E VALVE ANCHOR 08 01 03 07 I 1II= VIII I= TYP.BEND 0 DO NOT LOCATE IN CONCRETE BLOCKING SOIL BEARING PRESSURE = 2000 PSF WORKING PRESSURE RATING = 150 PSI SAFETY FACTOR = 1.5 MIN. SQ. FT. OF THRUST AREA ONTO UNDISTURBED EARTH* DIDE ; Ell I IM TPP qn- 45' 22.50,11.25' — , , , i —11 , =,, F MUST BE INCREASED BASED ON DIFFERENT CONDITIONS (HIGHER ­T- L — i ­' - STRENGTH). 1 11-1 �111 w 1 III WORKING PRESSURE OR LOWER SOIL OR TEE ACTING AS A 90- BEND *** THRUST BLOCK DEPTH TO BE A MIN. OF 12" FOR PIPE SIZES 3" -8" TEE AND PLUG AND 118" FOR PIPE SIZES 1W -18" OR THE SQUARE ROOT OF THE REQUIRED BEARING AREA, WHICHEVER IS GREATER. ���RUST�ILQ�CK N VERTICAL BEND DETAIL G LEGEND NOTES: 01 PROVIDE A MIN. 4 CUBIC FT. 2500 1. ANCHOR ALL VALVES CONNECTED TO P.V.C. w z PSI CONC. POURED AGAINST PIPE AS SHOWN. 2. COVER BOLTS AND FLANGES WITH PLASTIC 02 UNDISTRUIBED EARTH. PROVIDE A MIN 6 CUBIC FT. 2500 TO PROTECT FROM CONCRETE ADHERENCE - PSI CONC, POURED AGAINST 03 DURING CONSTRUCTION OF THRUST 03 UNDISTRUIBED EARTH, NO. 12 COPPER FINDER WIRE BLOCKS. 1 SEE CHART FOR MIN. THRUST BLOCKS 04 VALVE BOX LID BEARING AREAS. 4. ALL CONCRETE TO BE 2500 PSI STRENGTH 05 06 C.I. GATE VALVE (M.J.). PRECAST BLOCK FOR CUT IN TEE 'POURED AGAINST UNDISTURBED EARTH. C11C-502 AND VALVE. 5. PROVIDE 6 ML POLYPROPYLENE BETWEEN 07 TRENCH SIDE. FITTINGS AND CONCRETE. 6. NOTIFY ENGINEER FOR ANY CONDITION OR 08 09 PIPE PLUG PIPE SIZE NOT INDICATED. 10 HAMMERHEAD THRUST BLOCKING 7. ALL BLOCKS TO BE CENTERED AROUND I I ANCHOR BARS (112" DIA. MIN.) PIPE SPRING LINE. WATER LINE UNI-FLANGE SERIES 1300. —1 SOIL BEARING PRESSURE = 2000 PSF WORKING PRESSURE RATING = 150 PSI SAFETY FACTOR = 1.5 MIN. SQ. FT. OF THRUST AREA ONTO UNDISTURBED EARTH* DIDE ; Ell I IM TPP qn- 45' 22.50,11.25' — , , , i —11 , =,, F MUST BE INCREASED BASED ON DIFFERENT CONDITIONS (HIGHER ­T- L — i ­' - STRENGTH). 1 11-1 �111 w 1 III WORKING PRESSURE OR LOWER SOIL OR TEE ACTING AS A 90- BEND *** THRUST BLOCK DEPTH TO BE A MIN. OF 12" FOR PIPE SIZES 3" -8" TEE AND PLUG AND 118" FOR PIPE SIZES 1W -18" OR THE SQUARE ROOT OF THE REQUIRED BEARING AREA, WHICHEVER IS GREATER. ���RUST�ILQ�CK N 2 N, El VEGITATE STORM POND SLOPES & BOTTOM RE: LANDSCAPE PLANS STORM DRAIN OUTLET PIPE &-0" MIN. OR AS ALLOWED TYPICAL STORM POND INLET/OUTLET D3N-T-8. MECHANICAL PLUG - FIBER JOINT MATERIAL PVC ASTM 3034 45' BEND WYE FITTING NEW PIPE UNDISTURBED NATIVE SOIL \— TYPE 113EDDING MATERIAL MISSION COUPLER OR APPROVED SUBSTITUTION WALL ROOF DOWNSPOUT 10, GROUT RIDGE ;H FLOOR BEND /_ ALL AROUND SOLD GROUT 4 5 6" 22,5' BEND RE: Cl/C-502 WATER LINE II WATER SERVICE CONNECTION TO BUILDING w z RE: PLUMBING Lu Uj Lu 6" PVC FIRE - WATER LINE z _j Co z _j I 4" PVC CULINARY 6"x4" TEE C'4 LU C11C-502 LU w 4" 22.5* BEND NON-POTABLE RE: CI1C-502 z -;F RE: C1/C­502 Z 0 22.5° w. WATER METER WATER LINE EB1 BEND D RE: A21C-501 —1 0 RE: C11C-502 sty 1133 < FT-* WATER SERVICE ® ENLARGED PLAN (�4 (NPWL) 0 1 L_6 WATER LINE I i I =�'� i Lu 114 � 0 9 10 FT.- Lu In z 0 N t ZONE 1 _ZONE 2 ZONE 3 VERTICAL SEPARATION HORIZONTAL SEPARATION REQUIREMENTS REQUIREMENTS chi ZONE 1: A) WATER AND NPWL MUST BE SEPERATED BY AT LEAST 18" ZONE 1: A) NO SPECIAL RE UIREMENTS. C> AND B) ONE FULL, UNCUT LENGTH OF NPWL PIPE MUST BE CENTERED ON THE CROSSING SO THAT THE JOINTS ZONE 2: A) NO SPECIAL REQUIREMENTS FOR POTABLE OR ARE AS FAR AS POSSIBLE FROM THE CROSSING. : NON- POTABLE SERVICES, ZONE 2: A) ONE FULL, UNCUT LENGTH OF NPWL PIPE MUST BE B) WATER AND NPWL S EPERATED BY AT LEAST 6 FEET AT CENTERED ON THE CROSSING SO THAT THE JOINTS ARE OUTSIDE WALLS. o AS FAS AS POSSIBLE FROM THE CROSSING, AND EITHER C) WATER AT LEAST 18 INCHES HIGHER IN ELEVATION AND EITHER B) NPWL MUST BE CONSTRUCTED TO W ATER MAIN THAN THE NPWL. z t'. STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 OR D) NPWL CONSTRUCTED TO WATER MAIN STANDARDS 50 FEET ON BOTH SIDES OF THE CROSSING. AND PRESSURE TESTED FOR WATER TIGHTNESS. 0 z 0 OR C) EITHER THE NPWL OR WATER LINE OF BOTH MUST OR E) NPWL ENCASED WITH A SLEEVING MATERIAL ACCEPTABLE TO DEQ. BE ENCASED WITH A SLEEVEING MATERIAL ACCEPTABLE TO DEQ FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. OR F) SITE SPECIFIC REQUIREMENTS APPROVED BY DEQ A ca Uj ZONE 3: SAME REQUIREMENTS AS ZONE 2 EXCEPT THE NPWL ZONE 3: NOT ALLOWED MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO NOTE: SANITARY S EWER FORCE MAINS MUST HAVE MIN. 10' PREVENT SETTLING. HORIZONTAL SEPERATION AND 18" VERTICAL w 2 ZONE 4: SAME REQUIREMENTS AS ZONE EXCEPT THE NPWL SEPERATION. ZONE 2 AND ZONE 3 PLACEMENTS ARE NC MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO ALLOWED. PREVENT SETTLING. fy POT ABD�LE A�INIDJ 'N�OONWOTABLE WATERLINE (NPWL) SEPERATION V I F �Ul r11J �L- L- Y �Irl I �L- di N.T.S. 2 N, El VEGITATE STORM POND SLOPES & BOTTOM RE: LANDSCAPE PLANS STORM DRAIN OUTLET PIPE &-0" MIN. OR AS ALLOWED TYPICAL STORM POND INLET/OUTLET D3N-T-8. MECHANICAL PLUG - FIBER JOINT MATERIAL PVC ASTM 3034 45' BEND WYE FITTING NEW PIPE UNDISTURBED NATIVE SOIL \— TYPE 113EDDING MATERIAL MISSION COUPLER OR APPROVED SUBSTITUTION WALL ROOF DOWNSPOUT 10, GROUT RIDGE ;H FLOOR BEND /_ ALL AROUND SOLD GROUT 4 5 6" 22,5' BEND RE: Cl/C-502 WATER SERVICE CONNECTION TO BUILDING RE: PLUMBING 6" PVC FIRE - WATER LINE I 4" PVC CULINARY 6"x4" TEE WATER LINE RE: Al IC-501 C11C-502 �r 4" 22.5* BEND RE: CI1C-502 4'* 90' BEND -;F RE: C1/C­502 22.5° w. WATER METER EB1 BEND D RE: A21C-501 RE: C11C-502 sty 1133 < WATER SERVICE ® ENLARGED PLAN (�4 ADDITIONAL INFILTRATORS 12"0 PVC'90' BEND (AS PER PLAN) 12" PVC TEE AS REQ'D 12" PVC FROM STORM DRAIN STORMTECH SC-740 SYSTEM INFILTRATORBASIN (SIZE AS PER PLAN) 4'0 MANHOLE 314" AGGREGATE RE: D3/C-501 BASE. MATCH EXIST. METAL GRATE TAPER GROUT 1,-8" W/ SCREEN TO TOP OF PVC PIPE 1 " V-4 � WALL -A 1% SLOPE MIN. PLAN VIEW PIPE INVERT \_ TO MAIN LINED RAIN AS PER PLANS `IL 6" PVC INLET BASIN, OR MANHOLE PIPE TROM DRAIN CONNECTION 0 0 0 MATCH THICKNESS OF EXIST ASHPALT. 3" MIN. Em ml 10 NOTES: 1. ASPHALT PAVING, AGGREGATE BASE, AND FLOWABLE FILL TO BE INSTALLED AS PER CITY OF REXBURG STANDARDS, 2. SEE DETAIL AVC-501 TYPICAL UTILITY TRENCH SECTION FOR ALL OTHER INSTALLATION REQUIREMENTS, TYPICAL TRENCH SECTION W1 FLOWABLE FILL bogue building 730 pacific avenue salt lake city Utah 84104 .801-521-6186 f 801-539-1916 ffkr corgi LU mi mom =1 bo mi Uj i Cq Q 0 0 z � o z 0 F_ T_ III cr_ C0 F_ w 0 T_ W F_ w z > w :D 0 w 0) 00 0 0 0 Z Z C) 0 U C) Z o W F- 3: U) q0x z <C)w 0 2 qt W 0 ,��\0AL 0, T \\4 JTILITY kETAILS [A a A [a 1 m T-6" 6" 91, 3" FFINISH GRADE ASPHALT F /9 DROP P LI 4 CURB CONCRETE AGGREGATE E" COMPACTED SUB-GRADE NOTES: 1. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL; COMPACTED TO EXCEED 95 o OF STANDARD PR WIDTH OF 3-FEET 6-INCHES, TO GRADE, PRIOR TO SETTING CURB FORMS. 2, 1124NCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINTS OF RADII. 3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 8-FEET MAXIMUM SPACING. 4. COMPACTED NATIVE MATERIAL TO 95% OF STANDARD PROCTOR TO 1 FOOT DEPTH. 5, ALL CURBS ARE TO COMPLY WITH LOCAL CODES AND STANDARDS 18" SLOPED BACK CONCRETE CURB C1 0 11Z 11 1-1/2* V-6" V-011 6- DROP LIP CURB CONCRETE ASPHALT �_\ f- FINISHED GRADE Eo 9 L0 A A A COMPACTED AGGREGATE SUB-GRADE BASE NOTES: 1 LASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR, A MINIMUM WIDTH OF 3-FEET 6-INCHES TO GRADE, PRIOR TO SETTING CURB FORMS. 2. 1/2-INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINTS OF RADII. 3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 8-FEET MAXIMUM SPACING. 4. COMPACTED NATIVE MATERIAL TO 95% OF STANDARD PROCTOR TO I FOOT DEPTH. 5, ALL CURBS ARE TO COMPLY WITH LOCAL CODES AND STANDARDS I SNOWMELT TUBING A 2-112" CLR RE, MECHANICAL PLANS RIGID INSULATION --I _6" CONCRETE (4500 PSI) BROOM FINISH #4 BAR @ 18" O.C. EACH WAY COMPACTED EXISTING FILL MATERIAL COMPACTED STRUCTURAL FILL #4 REBAR @ 12" O.C. EACH WAY 6" GRANULAR FILL (CRUSHED AGG. BASE) 6" CONCRETE ISPWC TYPE 1 12" MIN. SUBBASE L UNDISTURBED (1" UNCRUSHED AGG, BASE) NATIVE MATERIAL N I I NOTES: 1. PLACE S-O" x T-0" MIN. x 6" RIPRAP AT OPENING. ��ICAL �CUR�IC�UT.... @ 4 VEGETATE STORM POND SLOPES JOINT SAND; DESIGN RE: LANDSCAPING PLANS VAIRES VARIES MIX JOINT SAND NINE C? N /- BRICK OR s-rONE i PAVERS COBBLE TO bogue building ELEV 4860.00 6" COBBLE DRY RIVER BED T- BEDDING SAND: 6" MIN OF 1 1/2" TO 730 pacific avenue salt lake city 2" WASHED, CRUSHED, NATIVE SUB-SUBSURFACE ASTM C-33 SAND GRAVELS Utah B4104 RE: GEOTECHNICAL REPORT BASE: 3/4" CRUSHED .801-521-6186 AGGREGATE (801-539-1916 ffkrcom BRIDGE DECK — COMPACT SUBGRADE DETECTABLE NOTES: SECTION w WARNING BRIGE 1- MOISTURE CONDITION AND COMPACT SUBGRADE TO 95% OF CE U) wl COLDUMN ASTM D698 TO A DEPTH OF 1-FOOT MINIMUM. Uj ul SLOPE SLOPE 2 MOISTURE CONDITION AND COMPACT BASE TO 95% OF ASTM < ON CURB a CURB 0698. COMPACT IN 2-INCH LIFTS, BASE COURSE GRADE SHALL mi 120 - a MIRROR THE FINAL GRADE,, 0 -ff 0 - 3. SCREED BEDDING SAND TO A DEPTH OF V TO 1-112". TROq TROWEL .- (a Co e LU (a FE 22 n SMOOTH, DO NOT COMPACT. Lo z d 0 r- = 0 0 2 a Z 3'-5" T-5" 4 SWEEP JOINT SAND INTO JOINTS PRIOR TO COMPACTION. to In COMPACT IN RADIAL PATTERN. REPEAT SWEEPING JOINT SAND INTO JOINTS AND COMPACTING 3 TIMES. FINISH BY SWEEPING JOINT SAND INTO PAVER JOINTS UNTIL THEY ARE COMPLETELY FULL, 5. PAVERS STYLE AND COLOR BY ARCHITECT. N, NOTES: 1. PLACE S-O" x T-0" MIN. x 6" RIPRAP AT OPENING. ��ICAL �CUR�IC�UT.... @ 4 VEGETATE STORM POND SLOPES RE: LANDSCAPING PLANS VAIRES VARIES 3 COBBLE TO ELEV 4860.00 6" COBBLE DRY RIVER BED 6" MIN OF 1 1/2" TO 2" WASHED, CRUSHED, NATIVE SUB-SUBSURFACE ANGULAR STONE GRAVELS UNDER COBBLE RE: GEOTECHNICAL REPORT 181f ;OPEN �FACE CONCRETE CURB HEAVY DUTY CONCRETE PAVING TYPICAL DETENTION ROND SECTION 41'. ffig"Apg4 §Zw� z m So— AGGREGATE BASE - A AN 18" STANDARD CURB & GUTT�ER NOTES: I BASE: 44NCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL: COMPACTED TO EXCEED 95% OF STANDARD PROCTOR; A MINIMUM WIDTH OF 3-FEET 6-INCHES TO GRADE, PRIOR TO SETTING CURB FORMS. 2. 112_INCH PREFORMED EXPANSION JOINT MATERIAL (AASIATO M 213) AT TERMINAL POINTS OF RADII. 3, CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 8-FEET MAXIMUM SPACING. 4. COMPACTED NATIVE MATERIAL TO 95% OF STANDARD PROCTOR TO I FOOT DEPTH. 5. ALL CURBS TO COMPLY WITH LOCAL CODES AND STANDARDS. 2 4 '0� v m CONCRETE ASPHALT i<_, y 1y` i CAVIL SITE #ETAILS 2 4 GENERAL NOTES: 1. ALL LAPS SHALL BE 48 BAR DIAMETERS MINIMUM. 2. ALL CONCRETE TO HAVE MIN. fc = 4,000 psi. 3, WALLS ARE BASED ON ACTIVE PRESSURE OF 85 PSF, RE: GEOTECHNICAL REPORT 4. ALL EXISTING FILL MATERIAL WITHIN FOOTING ZONE AND ABOVE TO BE REMOVED & REPLACED w/ STRUCTURAL FILL, RE: GEOTECHNICAL REPORT, 5. EXISTING FILL MATERIALS AND NATIVE POORLY GRADED SANDS MUST BE COMPLETELY REMOVED FROM BELOW FOUNDATION ELEMENT. A PPIr"iP TrI P1 Ar.V-Mr-WT nP P0r)T11Uf--cZ r-m,rzmjPPR op r.,PnTF-r1.HN1(-A1 FNr.1NFPR Tn VFRIFY M;: H El ME WEATHER PROTECTIVE . ...... ENGINE GENERATOR SET HOUSING ISOLATION MOUNTS BETWEEN CONCRETE AND FRAME 3/4" CHAMFER GENERATOR 3l4" CHAMFER ERATOR MOUNTING FRAME ANCHOR BOLTS AS AS READ BY Mfp.� REQ'D BY MFG. 'AS REaq BY MFG. 1T ELEV. 4863.70 - - -- -- —1 112 #6 74 F- r-btjFG=4863-1 0 CONTRACTOR SHALL ANCHOR BOLTS q ADJUST SIZE OF PAD TO M qwxk— I I I Cam— vs., m m = o � Imsyngel am il wl"y mm'm CURB RETURN 12"0 SONOTUBE CONCRETE A51C-503 (LANDING) 2.00% FOR V-3 60 w TBC=4861.60 W/ (3) #3 TIES @ 3" O.C. @ TOP > 12" WALL BEYOND THROUGH END PIERS 0 -j CONCRETE 0 Uj SIDEWALK Co RE: DIIC-503 #5 HORIZ. WALL BEYOND RE: 84/C-504 MANUFACTURES DIMENSIONS. U) PROVIDE STRUCTURAL 0 FILL AND COMPACT PER w EOTECHNICAL REPORT fn 16-0" 17-0" RAILING & ATTACHEMENT RE: ARCHITECTURAL PLANS a, 3 3 %1, M CONCRETE BRIDGE DECK STORM SALE BTM=4858.40 ui D �q 9 W w z CL T-0" SQ, CONCRETE SIDEWALK RE: DIIC-503 5.00% MAK ROCK RETAINING WALL RE: D11C-504 WALL BEYOND RE: 84/0504 PROVIDE STRUCTURAL FILL AND COMPACT PER GEOTECHNICAL REPORT GEOTEXTILE 2" 12"0 SONOTUBE CONCRETE FILTER FABRIC CLR 7w #5 BAR@ 8- O.C. E.F. – w #5 BAR @ 12" O.C. E.F. 12" W/ (3) #3 TIES @ 3" O.C. @ TOP CONTINUOUS 12" WALL BEYOND THROUGH END PIERS 0 -j SEE GENERAL 0 Uj NOTE 4 Co C14 #5 HORIZ. MANUFACTURES DIMENSIONS. PROVIDE STRUCTURAL FILL AND COMPACT PER GEOTECHNICAL REPORT 4'-0" #5 BAR @ 12- O.C. (5) #5 BAR CONTINUOUS POST BY OTHERS POST BASE BY OTHERS PAVERS RE: ARCH. PLANS LL, NOTCH FOR DECK, VERT. 12"0 SONOTUBE CONCRETE 11-61, 1 -6" REINFORCING TO BE CONT. w ch PIER W1 (4) #5 VERT. BARS @ 8" O.C. E.F. 0 THROUGH DECKING & W/ (3) #3 TIES @ 3" O.C. @ TOP 12" WALL BEYOND AND @ 8" O.C. AFTERWARDS 0 -j NOTE: Co MIN OF (6) PIERS LOCATED AS PER #5 HORIZ. MANUFACTURES DIMENSIONS. TIES @ 6" O.C. RE: ARCH PLANS PROVIDE STRUCTURAL POST BASE 314"= 1. -0" a I, 2' TYPICAL PEDESTRIAN BRIDGE SECTION 3�-011 so. STONE CAP RE. ARCH, PLANS 7-8" SQ. A4 IJ2'- (2) #5 HORIZ. STONE VENEER 4' BARS TOP & BOTTOM RE: ARCH. PLANS 8"CMU SIDEWALK SLAB #-5 VERT. BARS EACH CORNER 711 BRIDGE DECK LL, NOTCH FOR DECK, VERT. X-o" #5 VERT, BARS 11-61, 1 -6" REINFORCING TO BE CONT. w ch @ 8" O.C. E.F. 0 THROUGH DECKING & 12" WALL BEYOND PIER ABOVE 0 -j RE: B4/C-504 Co #5 HORIZ. TIES @ 6" O.C. PROVIDE STRUCTURAL 4'-0" FILL AND COM TYPICAL PEDESTRIAN BRIDGE SECTION GEOTECHNICAL REPORT SECTIC7N A A4 IJ2'- 0 11 z 4' bogue building 730 pacific avenue sail lake city Utah 84104 .801-521-6186 801-539-1916 ffkr corn s z :o TZ w F- 0 T- U) Cn F- w z > w 0 q 2i D w Co o 00 0 0 0 0 z T Z C) 0 C) C) 0 U) W <C)W 0 2E q- w 0 S SNOVAAL e% 12447 1?�F �p 0 ON S SITE DETAILS E D 0 6 A 1 2 a 4 6 41 1/2" PREFORMED EXPANSION JOINT FILLER 1/2" PREFORMED Co < EXPANSION JOINT FILLER - — ---- -------- BACK OF WALK SIDEWALK SIDEWALK 0 LANDSCAPE STRIP LANDSCAPE STRIP z Lu DRIVEWAY ad WIDTH NOTE: RADIUS TO FOLLOW ORDINANCE FULLY DEPRESSED SECTION 1063 SUBSECTION D103-3 COMMERCIAL & MULTI-FAMILY DRIVEWAY 344 REBARS EVENLY SPACED VAR. SIDEWALK IN NON-EXTRUDED CURB LANDSCAPE STRIP NOTE 3 NOTE: 12" OF GRANULAR BORROW BENEATH CURB NOT SHOWN RE: A3 /C -505 NOTE FOR CLARITY. #4 REBAR 18"O.C. DRIVEWAY RAISED BOTH WAYS 1/4" ABOVE CURB. SECTION B CORNER TO HAVE 112" 1/4" TOOLED NOTES: RADIUS 1. 6"OF GRANULAR FILL UNDER SIDEWALK 12" OF GRANULAR FILL UNDER CURBING. (SEE ISPWC STANDARD SPECIFICATIONS SECTION 801 L 3"R & 802) ANY ALTERNATE DEPTH INCLUDING NATURALLY OCCURING GRANULAR BASE MATERIAL ENCOUNTERED MUST BE APPROVED BY r THE CITY ENGINEER. 2. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND AS SPECIFIED IN THE STANDARD SPECIFICATIONS OR AS DIRECTED BY THECIY ENGINEER. (SEE ISPWC SECTION 703) 3. STANDARD SIDEWALK WIDTH IS 5 FOOT W/ BROOM FINISH. STANDARD SLOPE IS 1/4" PER FOOT TO STREET. 4 4. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FEET OF SIDEWALK. 4 5. ALL CONCRETE SHALL BE 6 BAG PORTLAND CEMENT WITH LITHIUM FOR ASR MITIGATION AND 3% TO 5% ENTRAINED AIR. 6. WHERE CURB & GUTTER IS NOT PRESENT, ASPHALT MUST BE SAWCUT TO ALLOW FOR SMOOTH TRANSITION. (� 8" 7. REMOVAL AND REPLACEMENT OF CURB AND GUTTER, ASPHALT MUST BE SAWCUT MIN. 6" AND REPLACED. At 2'-6" DRIVEWAY CURB AND GUTTER SECTION �DITA�IL....... ILS CITY OF REXBURG CURB DETAIL ,,�T��OF�REX�11R�BDR�IVEW�AY 3 1-1/2'= 1'4r 0 1/2' V 1-112' T_ bogue building 730 pacific avenue salt lake city Utah 84104 .801-521-6186 801- 539 -1916 ffkr com nA d 5T <4 ,,\o IAA L r�JT 9 6 p. ' 'IVIL SITE WTAILS al MIN M� GENERAL NOTES It ACCESSIBLE EXIT DISCHARGE 4044 M ACCESS TO PUBLIC WAY SEE SHEET G100 FOR PARKING CALCULATIONS due building 730 paoffie avermA salt is city' Utah 84 104 .801-521-6186 v801-539-1916 ffkr.com z 0 F- Or) 0 00 <'o 0 C) F- C) Z F-0 0 U) F- U) 0 w 0 SEAL ARCHITECT AR-985406 v jac4s L F pf STATE I)i LROJECT MMER 12115 FILE 12115-CrgCvSSR - v2013 DRAWN BY FFKR CHECKED 13Y FFKR SCALE M indicated SITE LIFE SAFETY I--, --- G101 3 4 6 m z J n z Lf L Y 3 L Y Yi D ji 1 Q n z J ' D ' X n L J u D s h :V F— co 0 all LIJ w SEAL I.iUEiV�EI3 ARCHITECT AR- 985406 I' t >I. al,i j f MAU & ICiA140 REFERENCE NO�TES 01.01 ROOF OVERHANG 22.06 23.04 26.04 26.05 BELOW GRADE GREASE INTERCEPTOR, RE: MECHANICAL DRAWINGS CHILLER LOCATION TRANSFORMER LOCATION - POWER COMPANY STANDBY GENERATOR LOCATION _ 25.11 32.01 32.02 POWER COMPANY SWITCHBOARD METERING LOCATION CONCRETE SIDEWALK ASHPALT PAVING, RE: CIVIL DRAWINGS bogue building 32.04 CONCRETE PAVING, RE: CIVIL DRAWINGS 730 pWfic avemm 32.06 CONCRETE CURB RAMP salt take city 32.06 TIE NEW SIDEWALK INTO EXISTING SIDEWALK. FIELD VERIFY LOCATION OF Utah 84104 32.09 EXISTING VINYL FENCE ' 801 - 521'6186 32.10 ACCESS BRIDGE v601-539-1916 32.11 32.13 32.14 32.15 32.25 LANSCAPE AREA, RE: LANDSCAPE DRAWINGS APPROXIMATE BOUNDARY OF FUTURE MUNICIPAL SITE IMPROVEMENT CONCRETE CURB MONUMENT SIGN BOLLARD M .corn F— co 0 all LIJ w SEAL I.iUEiV�EI3 ARCHITECT AR- 985406 I' t >I. al,i j f MAU & ICiA140 .0 D ll ll D Lf D I D X i D CS ri .0 z 0 F— F- -j m M w F- U) F— w 0 F— w z > w 0 C) w 00 00 C�' 0 < F— F-0 Z) cr- W::) F- M cj) SEAL 1,10MED ARC HI (ECT Jacksor, L. Fur uson STATE Or 10 LHO SITE PLAN INFO: :REFERENCE NOTES 01.01 ROOF OVERHANG 22.08 BELOW GRADE GREASE INTERCEPTOR, RE: MECHANICAL DRAWINGS 23.04 CHILLER LOCATION lau"a 26,04 TRANSFORMER LOCATION - POWER COMPANY '4Y 26.05 STANDBY GENERATOR LOCATION 26.11 POWER COMPANY SWITCHBOARD METERINGJ LOCATION 32.01 CONCRETE SIDEWALK 3202 ASHPALT PAVING, RE: CIVIL DRAWINGS building 3204 CONCRETE PAVING, RE: CIVIL DRAWINGS 32.06 CONCRETE CURB RAMP 7 padfic avenue 32.08 TIE NEW SIDEWALK INTO EXISTING SIDEWALK is lake c�y FIELD VERIFY LOCATION OF E)aSTING 32.09 VINYL FENCE Utah 84104 32.10 ACCESS BRIDGE 4801-521-6186 32,11 LANSCAPE AREA, RE: LANDSCAPE DRAWINGS 801-539-1916 32.13 APPROXIMATE BOUNDARY OF FUTURE MUNICIPAL SITE IMPROVEMENT 'tfkr.cc)m z 0 F— F- -j m M w F- U) F— w 0 F— w z > w 0 C) w 00 00 C�' 0 < F— F-0 Z) cr- W::) F- M cj) SEAL 1,10MED ARC HI (ECT Jacksor, L. 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