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HomeMy WebLinkAboutSEWER PLAN - 21-00095 - 683 W Main St - New Twinhome Bldg BAPPROVED BY: REXBURG - CITY ENGINEERING DEPARTMENT CIVIL SITEWORK FOR: BU/TGM,4/NSTREETDEUELOPMENT A PORTION OF THE NE 1/4 OF SECTION 25, T. 6N., R. 39 E.B.M., MADISON COUNTY, IDAHO o BE.I'BU�9 e 1A04110 INDEX PROJECT NO. 19116 COVER LOCATION, VICIN7YMAP GI NOTES/INDEX/ABBREVIATIONS/CONTACTS/DETAILS Cl UTILITY PLAN PLAN PP-1 PLAN AND PROFILE APRIL 2021 f 4 .� 1 E -► _ PROJECT j.�,'�? SLAND PA14/C i LOCAT/ON 1 ' ST..4NTNONY REWRO It RIGBY rONA �I0,4N0 FALLS SEELLEY a BLAmFOOT ' iIA�UNTAIN � ' NONE CIVUBBI/CK TELL.O r j RUPERT 1 ` « �� 1 4 TWIN FALLS ' :it" Y n VICINITY MAP NO SCALE Designed By: EAGLE ROCK NGINEERWG CIVIL 0 PLANNING 0 SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665 7 0(.1 wo� z azZA , z r0 0 �o 0 0 V � Z LLI W N � w w Z� aZ C9W Z 2 oa -J m LL W X>> am W L! 0 w 0 a W w O s U ENGINEERING DEPARTMENT DEQ DIGLINE (CALL BEFORE YOU DIG) EAGLE ROCK ENGINEERING PROJECT ENGINEER PROJECT MANAGER KEITH DAVIDSON (208)372-2320 (208) 528-2650 (811) OR(SDO) 342-1585 PAULSNARR (208)542-2665 KURTROLAND (208)542-2665 PROJECT BENCHMARK ARTCO BASE=4876.02 X=758847.98 Y=796540.22 1. ALL SANITARY SEWER MAIN LINE PIPING SHALL BE SDR 35 PVC PIPE MEETING ASTM D-3034. 2. ALL SEWER SERVICES TO EACH RV SITE ARE TO BE 4 IN. SDR 35 PVC UNLESS SHOWN OTHERWISE. 3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS. 4. TEST GRAVITY SEWER PIPE MEETING THE 2017 ISPWC STANDARD SPECIFICATIONS SECTION 501 PART 3. 5. ALL MANHOLE COLLARS SHALL BE CONSTRUCTED MEETING ISPWC STANDARD DRAWING SD-508. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2017 STANDARD SPECIFICATIONS AND DRAWINGS SD-501. ISPWC REQUIRES ALL MANHOLES TO BE VACUUM TESTED UNLESS NOTED OTHERWISE. 6. ALL PIPE BEDDING TO BE CONSTRUCTED MEETINGTHE 20171SPWCSTANDARD DRAWINGSSD-301&SD-302. 7. ALL SANITARY SEWER SERVICE LINESARETO BE CONSTRUCTED MEETINGTHE 20171SPWCSTANDARD DRAWINGS SD-511, SD-511A, AND SD-512. 8. DO NOTALLOW MORE THAN 12" OF GRADE RINGS ON MANHOLES BEING RAISED. 1. ALL WATER MAIN PIPE IN CITY ROW SHALL BE PVC SDR 21 PR200 MEETING ASTM D-2241 (GASKETED) NSF STANDARD 61 COMPLIANT. CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAI L SD-401INCLUDING METER BOX, PIPING, METER AND FITTINGS. (CONTRACTOR/DEVELOPER TO PURCHASE METER BOX, METER, AND FITTINGS FROM CITY). 2. ALL WATER SERVICE LINES SHALL BE INSTALLED MEETING THE 2012 UPC, (APPENDIX E). DEVELOPER/CONTRACTOR SHALL INSTALL AN ANTI SIPHON BACKFLOW PREVENTION DEVICE AT EACH RV CONNECTION IN THE RV PARK MEETING THE 2012 UPC, (SEE DETAIL SHEET C-1). 3. MINIMUM COVER OVER WATER LINES IS 5 FEET. 4. THRUST BLOCKS SHALL BE PLACED ATALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2017 ISPWC STANDARD DETAIL SD-403. PROVIDE END CAPS AND END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TO PHASED DEVELOPMENT. 5. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10'HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2015 STANDARD DRAWINGS SD-407. 6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN. 7. USE HOTTAP CONNECTIONS TO EXISTING CITY MAINLINES ONLY PER CITY OF SUGAR CITY STANDARDS. ALL NEW CONNECTIONS INCLUDING SERVICE SADDLES TO BE INSTALLED ANDTESTED WITH THE NEW MAIN LINE. 8. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2015 ISPWC SECTIONS 401.3.6 AND 401.3.9. CITY ANTICIPATES WORKING PRESSURE OF 80 PSI. DISINFECTION METHOD -CALCIUM HYPOCHLORITE TABLETS OF GRANULES. ENGINEER EXPECTS WORKING PRESSURE TO BE 80 psi. 9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES I NCWDI NG BUT NOT LIM ITED TO TEES, VALVES, ETC.... 10. WATER METER SHALL BE INSTALLED BY DEVELOPER AS SHOWN- SEE DETAIL SHEET C-1. 11. 1" SERVICE LI NE UNLESS OTHERWISE NOTED, SERVICE LINES TO BE SIDR 7 HOPE PIPE, JM EAGLE PURE -CORE OR APPROVED EQUAL. 12. FROST FREE WATER HYDRANTS SHALL BE INSTALLED AT EACH RV SITE- SEE DETAIL SHEET C-1. 13. INSTALLATION OF WATER LINES ON PRIVATE PROPERTY WITHIN UTILITY EASEMENT REQUIRES A STATE PLUMBING PERMIT. 14. VALVE TEE HANDLE OPERATORS TO BE SUPPLIED WITH VALVES. GATE VALVES SHALL BE AW WA C-509 RESILIENT SEAT GATE VALVES, MUELLER OR APPROVED EQUAL WITH ADJUSTABLE CAST IRON VALVE BOX AND COVER, TYLER UNION, OR APPROVED EQUAL WATER VALVE BOXES SHALL BE INSTALLED IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD-406. 15. SERVICE SADDLES TO BE ROMAC 101S WATER SERVICE SADDLE OR APPROVED EQUAL WITH WIDE STRAP. 16. ALL DEAD END WATERLINES SHALL BE PROVIDED WITH A PHYSICAL MARKER THAT IS INSTALLED OR EMENDS ABOVE GROUND THAT PROVIDE A VISUAL IDENTIFICATION OF THE END OF THE WATERLINE. ALL DEAD END WATER LINES SHALL BE PROVIDED WITH BLOW OFF HYDRANT OR OTHER APPROVED MEANSTO FLUSH THE WATER LINES. 17. LOCATION WIRE SHALL BE INSTALLED THE LENGTH OF THE WATER MAIN MEETING THE 2017 ISPWC STANDARDS. WIRE SHALL BE TESTED FOR CONTINUITY AFTER INSTALLATION. f-SEALCOAT 2" OF PLANT MIX PAVEMENT 6" OF 3/4" GRAVEL ROADBASE �- GEO TEXTILE (SUB GRADE SEPARATION CLASS II) -UNDISTURBED EARTH INDEK COVER LOCATION,VICINTYMAP IS _1 NOTES/INDEX/ABBREVIATIONS/CONTACTS/DETAILS C-1 OVERALL UTI UTI ES SITE PLAN TYPICAL ROAD WAY SECTION ABBREVIATIONS 1 NorToswe EL ELEVATION FF FINISHED FLOOR INV INVERT O.C. ON CENTER D REQ'REQUIRED STD STANDARD TEMP TEMPORARY TYP TYPICAL TBC TOP BACK OF CURB DWG DRAWING FL FLOW UNE OF CURB TFW TOP FROM OF SI DEWALK TBW TOP BACK OF SIDEWALK X EXISTING BLDG BUILDING GB GRADE BREAK SSMH SANITARY SEWER MANHOLE CB CATCH BASIN MH MANHOLE SD STORM DRAIN GENERAL NOTES 1. SPECIFICATIONS AND DRAWINGS FORTHIS WORKSHALLBE IN ACCORDANCE WITHTHE CITY OF SUGAR CITYANDTHE 2017 ISPWC STANDARDS.THE DETAI L DRAWINGS HEREIN SUPPLEMENT2017 ISPWC STANDARDS AND CONTRACTOR SHALL HAVE ON SITE AT ALL TIMES A FULLCOPY OF THE 2017 ISPWC STANDARDS. 2. ALLWATERSYSTEM DESIGN AND INSTALLATION SHALL MEETTHE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS, IDAPA58.01.08. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAYBE MADE PRIOR TO THE START OF WORK. 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. S. THE CONTRACTOR SHALL RETAIN AND PROTECTOR REMOVE AND REPLACE ALL LANDSCAPING,TREES,UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTU RES TO REMAIN, SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THATAREA THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. S. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION ON THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 10. ISPWC PROHIBITS INSTALLATION OF WATER AND SEWER LINES WITHIN 12" OF GROUND WATER. IF HIGH GROUNDWATER IS PRESENT DURING CONSTRUCTION, THEN APPROPRIATE DEWATERING MEASURES SHALL BE IMPLEMENTED MEETING CITY STANDARDS. 11. CALL DIGLINE PRIOR TO EXCAVATION 1-800-342-1585 OR 811. 12. RECORD DRAWINGS WILL BE PROVIDED BY ENGINEER. 13. CONTRACTOR SHALL FOLLOW ISPWC FOR MEASUREMENTS AND PAYMENTS SPECIFICATIONS. CONTRACTING DOCUMENTS WILL NEED TO BE PROVIDED PRIOR TO BIDDING. 14. ISPWC REQUIRES TWO (2) BUSINESS DAYS FOR WATER OR SEWER SERVICE SHUTDOWN. ELECTRICAL NOTES 1. ALL NEW ELECTRICAL FACILITIES SHALL BECONSTRUCTED IN ACCORDANCE WITHTHECURRENT ROCKY MOUNTAIN POWERSERVICE POLICY. OWNER TO CONTACT ROCKY MOUNTAIN POWER COMPANY FOR POWER AND LIGHTING DESIGN. 2. TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY SPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUITTRENCH DEPTHS SHALL BE BETWEEN 36" AND 48" (NOT TO EXCEED 60") AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT. 3. THE DEVELOPER/ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES. 4. THE CONTACTOR SHALL RETAIN AND PROTECTALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION. 5. THE DEVELOPER AND ENGINEER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER. 6. CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY. LEGEND Q1 1RAMMMW TRENCH < W YIM 10'- YN 1RNKREAtE IREIAM Z JD YPN t E) r IRL IOIIM7IKIKIAI IIMNRI (gE NRE E) 7-0' YN. {.{ O NKFAQ WM MIM 4 Mbl I ECPGR O3 FNSiNO 9AFAGE N� © e1aYMo ..Q i © TRDlui BACK SOPE PFR OdW. OR BMTAHE 91RKN0. Q AANM SARFKL PFR ILTCN-]OK. �N � Y'FRRL 1RFNO1 rALLS sloes PER nsN.,� 4� O PFE KEOOKIO PER 9ECIIRI-]OG L4E F-SR)• �{ Q FRMUA STAlM IIA MAY VAT! PER SOL IYAE AND s7Mu7Y CPO Smloi-J ). ® IMoeoRmEa = "n 1t SKFACE WM A RM PER SEC ON-= (SFE F-=0. 10 ® UPPFN CRFACIICN IDLE ® IOKm NFACIIdI IDtE FRAME & COVER O❑ r --. - t ms as o b s 7lYM s ' NOTES OA A7ENR1 FNGIIA. PFN NTIIOIF]OI. p e �a PKNi KFOOKD PER afx:nau-m O A-1 0 tlT�BY 011a.. APPROIEO N Mi DIMONMW Q TIMIM r AT KUWACE 70 N: KEPT 10 A MNIULL KWW W 7RDM N DXMO PA4flOR KIAFA® 91A11 © KOT Z ALIOIEO M1110Uf IrKT1FN RNOKSBSaNi ALL NC Ott FNQE]]LL 1MIRH0 NINL ME ORE INSrRICf AOCOONKE OF 11E OCEIFAAONAL SAFELY ANO IE1L1X Acr (asNA.) AE71N�15 OE PA7 TDRB INAT RIM tONGFILM AL M 11E R0.AOFAY AR AUOKFD RLY AT 11E FORS W MWONT W iRA1,EE LAZE r IeL STANDARD BACKFILL TRENCH & RESURFACING G NOT TO SCALE RUBBER GASKET TA PLAN DETAIL I NSTALLp4 REBAR IN THE CONCRETE COLLARS MEETING ISPWC STANDARD DRAWING SD-508 GRADE CONCRETE COLLAR z; xWa� W WZz„ adz ¢zG� O >$ w U`e m m z z o ri o Z O PRECAST MONOLITHIC CONCENTRIC CONE Z O SECTION u GASKET ALL JOINTS PRECAST CONCRETE MANHOLE -BARREL SECTIONS AS REQ'D 48' DW MANHOLE NOTES: r Q� 1. PLACE VERTICAL WALL ON UPSTREAM S1DE OF MANHOLE, ROTATED 45 DEGREES. 5' W a 2. WH ERE PVC PIPE IS UTILIZED, INSTALL A RUBBER RING OR GASKET COLLAR WHERE THE PIPE IS IN 1 CONTACT WITH MANHOLE BASE AND/OR MANHOLE CHAN NEL, IN ORDER TO INSURE A WATERTIGHT SEAL. x 3. UNLESS OTHERWISE SHOWN, MANHOLES SHALL HAVE 0.1 FALL FROM UPSTREAM INVERT TO r DOWNSTREAM INVERT. FOR PIPE SLOPES GREATER THAN 2.5%SLOPE, SEE PLAN & PROFILE. RUBBER BOOT PREFABRICATED BASE, 6� MI W u Lu Z C F Z w Z to O w FE a a o Dew ,UNDISTURBED EARTH co C7a in m - o� m a SEWER MANHOLE SECTION m 3 LL Lu O O Ccc w C C ZU 1fY O � 2 Q � N � � FOUND CITY BRASS CAP �14 \) z NORTH Y4 CORNER SECTION 25 u T.6N., R.39, E.B.M., O CPF#393351 EXISTING SSMH FBI W IM=4859A7 RW LJ CCENTER ON INV-143,07 7 24^ss—••---^(-24^ss---r?a^ss---^•---h 24"ss---•—•-(-24'ss z4^Ss----------- •-f-24"s5 T?a°Ss 24^Ss ^ z, I —I z z ¢z0 EXISTING SSMHRIMr W IN9.92 NV �o INV W I=4844.22 �Jg INV E IN=4844.22 (NEW CONNECTION) I NV N OUT= 4844.12 — — — — — J 1320.28' 132.00' 1187.78' E., FOUND R/R SPIKE XISTING SDMH , n RIM=4859.99 NORTHEAST CORNER `\ SECTION 25 \\ INSTALL SSMHRl T.6N., R.39, E.8.M., SS 8 , \\�` CPF #265165 W' N V=4Ri=485995 849.50 SSs • s"ss------ .� p .L 1 II /I UTILITY J E INV=4849.50 uEASEMENT a a .ti. I . II SW 6"NV=4851.60 \\ w �; }ll I \ f i a a a o a w 1 / 0 o a a o I / Af4AWZr hVFlRVAfiWACt iM%as II a I / Z � '� y 'm o �Ila I i I i neRavtar NIN ,IL nlu-t 8GNRr.a3 INSTALL SSMH #3 , N NEW HYDRANT PRI A E ROAD 8"SS INSTALL SSMH #2 j I I LANDSCAPE AREA (TYP) LEGEND 6"W SECTION LINE HAMMERHEAD ( z a TURN -AROUND PROPERTY LINE 1" WATER w o METER PIT(TYP) LOT LINE c — — — — — — — — — — — EXISTING EASEMENT LINE 6"W W EXISTING WATER LINE SS EXISTING SEWER LINE a 0 •••^•^ •• SD EXISTING STORM DRAIN LINE LOT OHE EXISTING ELECTRIC OVERHEAD I E EXISTING ELECTRIC UNDERGROUND GAS EXISTING GAS LINE ffZr Z E®V x x EXISTING CHAIN LINK OR WIRE FENCE .�N2GgV L0Tl4 Af=3 a EXISTING WATER VALVE hV57A /kl ACt A1127YAW 10' S" 5" 5" EXISTING HYDRANT / N E%[STING WATER METER ^\ EXISTING WATER SPIGOT - EXISTING SEWER MANHOLE w 3' EXISTING SEWER CLEANOUT SETBACK LINE I SETBACK LINE J (t,'1 EXISTING STORM DRAIN MANHOLE O EXISTINGAREA DRAIN _ O GAS RISER/METER W W w — ------ ------- — x x 0 EXISTING POWER POLE ~ w ( o RISER ELECTRIC w = PEDESTRIAN _ ■ ELECTRIC METER Z N ILITY AND ENT IRRIGATION CONTROL BOX/VALVE C Z C � Z AU"VM SIGN JJC ur a OO Q o SlA�C/1EA01LMXAV �� �``���j,,'�'' TREE w 7 � 3C ffJ LOT[ �1NMA,Ii � AI67AGM6VlACt J37df6 X J x W H OCR az O � z z r"I w M u N —ss /I I I I= q I I w a 3 I 111 O 3 8" �� 8"SSA 8'i5��1tat1f6�zii.io .1 8"SSA{ 2-00 8"SS � -- Sz1t"B-1-- 12"SB—r— 12"S+ 12119—j-- 12'�SB—} 2"1z SB 1 12"S±---- PRIVATE ROAD — EMSTIN SSIVI .92 RIM=4959.92 INV WIN = 4844.22 INV E IN = 4844.22 (NEW CONNECTION) '�''�"�I•r INV N OUT=4844.12 3 m o a 8aeer•eoa i ....:........... :........... :........... :....................... . :........... :........... EXISTINGGRADE : :......... ....................... ....... ... I • INSTALLSSMHki STA:0+30.44 INSTA455MH p2 • RIM=4860.W • STA:Ia8801 S INV IN=4844.46 :RI-4860.05 W INV OIJT=41�36 E INV IN=4845.19 NINVOlf1AR4$.09 E%ISTING SSMH I STA:0+24.09 ._RIM=4869 i0 ... _....___ _.._..._ .....__. ....... .. .._..— �.... ._,�,- _ _._..___.... _...__..._ _.... .. • EINV IN=4844.22 i ....: .. .. ...:........... :........... :. . O158 LF .........:. ....... ........:... OF 8"PVC @0.40% .. ........ ....... ... III :.......:...........:...........:.................................. 36 LF OF 8" PVC @ 0.40% :........... :........... ................... ....... 4EW FH .EXISTING GRADE EXISTING 6" WATER MAIN INSTALL SSMH43 INSTALLSSMHN2 I STA:1+53;41 STA:Ot52.52 I RI-48E0119 .. ......................: W NLV.OUTa084559....... ..: .. ...... E INV IN=4845'1 N INV 0-815.09 I ' 1 .. .......................... .,........... ... ......... ............ ......... .......... ........... ..... 5..... ......:.....301 LF'QF8"P4C�'UAOl6'•;•••••••••••:•••• 1 �W o= V a Z z� CONSTRUCTION ITEMS >°x� Ua OASPHALT PAVING.SEE DETAIL ION SHEET G-1. OSAWCUTANDASPHALTREPLACEMENT. SEE DETAIL 2 ON SHEET G-1 (D SEWER MANHOLE. SEE DETAIL 3 ON SHEET G-1 ® FIRE HYDRANT OS CONCRETE PAVERS 1 Nozm o FYP) a o a x 3 w o 0 o 3 a G o o „� z a o w C, s a ov - v�<<ry WALE f-so ISa .3 z oEa Qom O u 0 cz G