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HomeMy WebLinkAbout5.0 Final Plan Documents1 411 IC 151 100 \Leri,E,:v FINAL PLAN DOCUMENTS FOR Iv" PROJECT LAYOUT OWNERS: S OPE DEV ELOPM ENT I..)0 I.30X 324 SILT, COLORADO 81652 (970) 876 -5242 6.21.J/V7-,c' N'NER!NC— ENGINEER: ±1Li_COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE G-JENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 SECT 0^ 1 SHEET INDEX SHEET NUMBER TITLE 1. 2. 3. 4. 5. 6. 7. 8. 8. , TOWNSH'a 6 S, RANGE 93 'A, 6TH P.M. VKIN1TY MAP SCALE. 2000' COVER SHEET PLAT GRADING, DRAINAGE AND EROSION CONTROL PLAN ROAD PLAN AND PROFILES MASTER UTILITY PLAN FIRELINE PLAN AND PROFILE SANITRY SEWER PLAN AND PROFILE DETAIL SHEET DETAIL SHEET PLANNER: SK COLLABORATION PO BOX 324 SILT, COLORADO 81652 (970) 876-5242 NLY, NOT FOR CONSTRUCTION. 99055,01 6-8-01 cr a INF PROFESSiONAt � A. Y (..:HECK. L;HA M J DRAINi-,CE SALE T T 4 SPHT RAIL WOOD FENCE AROUND POND INSTALL 30 MIL POND LINER AS SHOWN ON DETAIL N L_ 'N5'T SEDIMENT--\ CON T' FENCE 4� (v: HAv CHECK DAM -�- _.YP'CAL) SAF TY BENCH r-- j ARCJND POND 60.00' L'0 r EXISTING IRRIGATION DITCH GRADE POND 24,063, CPP. MINIMUM .t-ANDSCAPED B` QTHERS .. (POND AS SURVEYED ON MARCH 2001 HAS A VOLUME OF 1,200,000 GALLONS AND 0.1:1 TO 1:1 SIDE SLOPES.) -SEE POND SECTION DETAIL_ 50.00' 'INSTALL 70 L F. 24" ADS -N12 A 17. MINIMUM SLOPE 'NvERT 'N = 5337.6 INVERT OUT = 5336.9 O T LOT 7 SEDIMENT CONTROL --N FENCE (TYPICAL) NN EXISTING FENCE NOTE REvEGATATICN SHALL BE IN ACCORDANCE WITH GARFIELD COUNTY WEED AND PEST DEPARTMENT. LEGEND (6789) x EXISTING ASPHALT PROPOSED ASPHALT EXISTING CONTOUR PROPOSED CONTOUR PROPOSED EASEMENT PROPOSED PROPERTY, LINEN EXISTING FENCE 60 0 30 GRAPHIC SCALE 60 120 ( IN FEET ) 1 inch = 60 ft. 240 >- CC F- 0w c- O .— Z REVISED PER GARFIELD COUNTY COMMENTS. co 1 0 :.i c0) C- ) L,.., Cfl W F-- O w w a < 1 J 0 0 o N 1 0 zr- F----0 c- O .— a • co 1 W :.i c0) 0) LI Cfl I-- w w a :Y < J 0 0 0 1 0 N LL 44'1°' w 00 H- U) W C Q 0 J 0 z 0 LLJ 11. 0 cc Q a. J Q Z 0 fA W LL0 a.w z -J et0 0 z w J Z �O z z0 0ci)wcc PROJECT NO, 99055.01 SHEET 3 4 LOT 1 INSTALL STOP SIGN PER M.0 lCD. R1 -- 1 AT INTERSECTION. 0 0 0 0 c5) DA 7731 ELEV 5325 00 ----- INSTALL 70 L.F. ADS—V 2 24" A.7 1% SLOPE NVERO N = 5.337 . 6 a E XIS TING CUL:YE:PT OPOSS,NG HCHWAY iNIVERT IN = 53:56.83 Pv1 STA = 1+20 P I EL EV = 5340,62 A.D. = -2.00 K = 10,00 LOW PDINT ELEV = 5338.62 LOW PDINT STA = 2+10 PVI STA = 1+80 PVI ELEV = 5338 22 = 500 K = 20,00 20.00' VC 100,00' VC oj CD CULvER MA ICH TC ESTING- E»rS' 2+30 0 0 0 POWERLINE ROA L.ANDSCAPE, DR A AGE AND TILIT E N (\.1 co co 2)Ld0 1.1 3+00 LOT 3 6•••••... N 00'50'23 W 4+00 600.00' C) BvCS' 3+85 LOT8 PLAN PVI STA = 4+35 PVI ELEV = 5340.77 A.D. = 0.35 K = 285,71 DVCE' 53*0.27 100.00' VC 5+00 11"). OD 0 cvcc 5341.*b PROPOSED .1-'NiSHEr.7 1 CRADLE PROF-ILE X1,1 E Lx.ISTINC; C EL.EV or\ P, .)SE 17,N] SH A D EL2. mm c1.1 - co LI: ir) If) Co 2+00 3+00 U) EXISTING GROUND CENTERLINE PROFILE 4 - C CENTERLINE PROFILE POWERLINE ROAD END OF- ROAD STA 6+4069 -,:r in — co CU m -r- 7--* LI -)U) ,: ,tr) L'-) 1 5+00 6 +00 co •‘/- 10 L 10 10 co 11) 7+00 LOT 5 LOT 6 NO RT H LEGEND r— • „: 1.4 _3789) EvcTiNG ASPHALT PROPOSED A SPHA T EXISTING CON JOUR PROPOSED CONTOUR - — PROPOSED EASEMENT 30 PROPOSED PROPERTY LINE GRAPHIC SCALE 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. Vertical Scale: 1 inch = 5 ft. >- REVISION REVISED PER GARFIELD COUNTY COMMENTS .---. i'm < (3) CO 0 ,--- -7 - a_ L.L.J cr) uJ -C 0 Ln 0- aOw. LLJ f— LiJ 2 0 gw 0 pos LE - co N cc QcJ CA cc'4 a Q. I-.-- 0 c ...J 1._LJ < ▪ a: < 0 Ci 8 0 LL 2 cro > L.I.J CC - LLW ZW CL- L,__I 00 cc cc 4 c w z CC L_LJ Z 0 < L.L.J 1-"- -- 21 . a_ --I I— a_ cn cY cc LLI < w 0 a_ PROJECT NO. 99055.01 SHEET 4 60 ACCESS AND UTILITY EASEMENT 07 5 M. AN N L SL 0 SLOI NC 100 jOHI'4SON WELL SCREEN 8" !,,,IANHO,_.E #3 — - HOL:SE :.7PE POMP HEE DETA -) s7;.7 -10N AND WE L. L EASEMEN RCE MAN 70 110 STC M ANHCLE. (B 0THEI1PS FM Cn PLMP STA TION APPROVED 9Y ERE DISTRICT PUMP REQUIREMENTS: 1500 GPM -:C)R 2 HOURS AT 50 FEET -T.D.H MINIMUM PRESSURE H vDRAN = 25 PS! (DPI -5E .c -MEN UMP HOUSE --\\ HWER AND UTILT\: EASEMENT ,SEE DETAIL) ,‘ SS,7' MANHOLE #2 - SS EXISTING POWERLINE EASEMENT PUMP HOUSE / (SEE DETAIL) INR -7 -ALL HYDRANT ASSEMBLY N 9665.74 E 12115 56 ------ WELL AND UTILITY EASEMENT 8" 45' BEND 9498.3 12 0 INSTALL cANI T Y SEWER SEP? VICE P WITH CLE ANOC A F3ENDS AND El /ER Y 100 FRE POND TO 80' FENCED N -H SFLT PAIL WOOD FENCE 48" ALL (8 , OTHERS) nT 7 of. , AP SS FM FM 2" to PROPOSED 8" PVC PRE 475 L.E. FIRE HYDRANT ASSEMBLY SS P1 P1 V) —4 0 SS DR AIN AGE AND rLITY EASEMEN T LANDSCAPE., UTILITY AND DRA'NAGE EASEMENT -N L 0 T MANHOLE #1 P1 -4 0 "CATEVALL 5 9348.58 - 8" 45* EBEND E 11969.87 N 9350.42 E "1962,95 CENTERLINE .xHS7INC) PONE'R, NE E 4114.-S ANDSCAPE, cTIL:5/ AND DRAINAGE EASEMENT-, 35.00' 2. 3. 4 UTILITY NOTES THE LOCATIONS OF KNOWN UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES, AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION AND TO VERIFY LOCATION AND DEPTH BEFORE WORK BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE ALL EARTHWORK, ROAD CONSTRUCTION AND UTILITY CONSTRUCTION. ALL EXCAVATION FOR RETAINING WALLS, UTILITY TRENCHES, ROADWAY AND DRAINAGE FACILITIES SHALL MEET OSHA REQUIREMENTS, ALL UTILI TIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 5. WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH WASTEWATER AND SANITATION DISTRICT STANDARD SPECIFICATIONS, 6. EXTEND UTILITY SERVICES TO THE BACK OF THE UTILITY EASEMENT. 7. ALL WATER MAINS SHALL BE INSTALLED WITH A 5.5 FT. MINIMUM DEPTH OF COVER, SERVICES 5.5 FT. COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED THAT THE MINIMUM DEPTH OF COVER IS MAINTAINED. 8. GARFIELD COUNTY, THE ENGINEER, THE OWNER, AND THE APPLICABLE METRO DISTRICT DISTRICT ARE TO BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO ANY UTILITY CONSTRUCTION. 9 MAINTAIN A DISTANCE OF 10 FEET BETWEEN WATER LINES AND SANITARY SEWER LINES (EDGE TO EDGE). IF THIS IS NOT POSSIBLE, THE ELEVATION OF THE CROWN OF THE SEWER SHOULD BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN, OR ENCASE PER COLORADO DEPARTMENT OF HEALTH REQUIREMENTS, WHERE THE 10 FOOT SEPARATION IS NOT POSSIBLE, CONSTRUCTION SHALL BE AS DIRECTED BY THE ENGINEER. 10. ALL UTILITY TRENCHES WITHIN PUBLIC RIGHT OF WAYS OR EASEMENTS SHALL BE COMPACTED TO 95% STANDARD PROCTOR AND COMPACTION TEST RESULTS SUBMITTED TO THE COUNTY AND THE ENGINEER PRIOR TO ACCEPTANCE. ANGLES OF WA TER LINE BENDS ARE SHOWN ONLY AS A GuIDELJNE; AND ADDITONA,. BENDS MAY BE REQUIRED DURING CONSTRUCTION. DEFLECTION OF WATER LINE IS ALLOWED PER MANUFACTURER AND SPECIFICATIONS, 12. ALL CONDUIT, PULL BOXES, VAULTS, APPURTENANCES AND TRENCHING FOR THE SHALLOW UTILITIES SHALL CONFORM TO EACH SPECIFIC UL.; TY'S RULES AND REGULATIONS. THE CONTRACTOR WILL. COORDINATE THE SHALLOW UTIL,TY INSTALLATION WITH 13 LOCATE UTILITY VAULTS AND PULL BOXES WITHIN THE UTILITY EASEMENT AND BEHIND ANY ROADWAY DITCHES. IF NECESSARY RIP RAP -THE DITCH LOCATION WHERE ADJACENT TO UTILITY VAULTS AND PULL -BOXES. r -- LEGEND G T PROPOSED PROPOSED PROPOSED PROPOSED .uF UE- PROPOSED -- ETC ETC PROPOSED PROPOSED PROPOSED PROPOSED ss P R OP OS E D E5.'w PROPOSED • SS FlA SS F}.4 11111111111.1111111111111111 EASEMENT PROPERTY LINE: GAS LINE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC ELEC., PHONE, AND TV, SERVICE 2" PURE CORE POLYETHELYNE WATER SERVOE VALVE 8" SDR 35 SANITARY SEWER 4" SDR 35 SERVICE PIPE 8" PVC FIRE WATER PIPE PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED FORCE MAIN EXISTING ROAD PROPOSED ROAD PROPOSED PUMP HOUSE ---- EXISTING GAS LINE - EXISTING UNDERGROUND TELEPHONE - EXISTING UNDERGROUND ELECTRIC SITILITY OWNERSHIP LECTRIC POWER - XCEL ENERGY, 1995 HOWARD A'NUE, RIFLE, CO, 81650 TELEPHONE QWEST COMMUNICATIONS, 921 GRAND WENUE, GLENWOOD SPRINGS, CO, 81601 GAS KN ENERGY, 0096 COUNTY ROAD 160, GLENOOD SPRINGS, CO, 81601 GABLE TV - AT&T BROADBAND, 201 AABC, ASPEN, 20 81611. WATER AND SEWER OWNERSHIP: POWERLINE PROEESIONAL PARK BUSINESS OWNERS ASSOCIATION. 60 0 GRAPHIC SCALE 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. F-- 0 0 LLJ CY REVISED PER GARFIELD COUNTY COMMENTS a_ u_i (A Lu 0 chl IJJ CY 0 Y CD ED I cc CD Lai I--- < 0 - o I 0 M Li ---I oo o o > ° >- z a- 0 0 _J 0 Z _ j C2 LL1 11- cn LLJ PROJECT NO. 99055.01 SHEET 5 0 LOT 4 LOT 3 O O LOT 2 LOT 1 ry SECTION A STATIONS LABELED FROM SOUTH TO NORTH LOT 5 FIRE LINE INTAKE SEE DETAIL 0 s o (.J - ''W - - 8"FW- 8"FW - 8"F 31 z S SVD SV9 303 s05- -._-_ s SV 8" GATE VALVE L) A TL 11 I'LL'V DRAFT HYDRANT �---�'-1dit1�—��t�RR- \ CD • LO 0 L1� i NORTH ESTING GROUND PROFILE • LOT 8 FINISHED GROUND PROFILE SLA 8" GATEVALVE (5336') y 0 SFCJ1O A DR01- r-r; L� 30 0 rte, CS, 5+ C' 15 \ VFW LOT 7 FINISHED GROUND PROFILE 8" GATEVALVE (5336') N AN O S STA SECTION B NS LABELLED FROM NORTH TO SOUTH EXISTING GROUND PROFILE AINTAIN 5.5' COVER D POSITIVE GRADIE\ T 5.5 0 M J) 5 + 00 GRAPHIC SCALE 3C 60 0 L( 3D a., i 41 N) L(' CN u; 3D Ll LIQ 3D 00 LOT 6 DRAFT HYDRANT 0 h 120 ( 1N FEET ) 1 inch = 30 ft. 4±C0 3+00 SFCTO\ B FOF 2+00 L)A T �A! FLFV 5 330.00 >-- m 0 > /W�/ 1.1 F-- 0 O Z 0 w N (c cc o w ~ O CL fr 0 0 O CLIL J LL W0 Pc > 1,0 5 0 Qz J 0 CC _J LL d. z© W wQ a Li Z Z J JtL 0LiJ ii - w w 0 w 0 PROJECT NO. 99055.01 SHEET MANHOLE 1 N 8933.50 E 11967.47 FORCE MAIN TO TIE INTO EXISTING MANHOLE (BY OTHERS) MANHOLE 2 LIFT STATION N 9093.48 E 11965.12 - MANHOLE 3 N 9370.62 E 11961.06 MANHOLE 4 N 9445.32 E 11921.76 8"W 8"W 8" W 8"W • S S dB13 stiu j V) M `. 5.34 515.3.0 DAT' FLEE 55.00 0) LC) 0 .- ad re) M r7 ° LO u ) © 11 11 -, Z w — to cr. 160 L.F. ® 0.459; 8" SDR 35 0 J N 277 ®1.80% 8" SDR 35 84 L.F' ®1.50% 8, SDR 35 00 CV N st CO co4COr'7 (NJ caw_0 N Z Z MANHOLE 5 N 9500.08 E 11988.30 86 L.F. ® 0.60% 8" SDR 35 M > r (J n ni 00 rn in turn N• inn 11 + U w 0 C cc X ' (7, s 0 O Ln L ) 1 ) ,_'+:DC 3-00 a-00 C "1 5 4 0 6+0,0 21 +00 LEGEND G UT UE ETC 8'W PROPOSED EASEMENT PROPOSED PROPERTY LINE G PROPOSED GAS LINE UT PROPOSED UNDERGROUND TELEPHONE UE PROPOSED UNDERGROUND ELECTRIC ETC PROPOSED ELEC., PHONE., AND T. v. SERVICE. 8"W PROPOSED 8" PVC FIRE WATER PIPE PROPOSED FIRE HYDRANT ►� PROPOSED WATER VALVE FM FM PROPOSED FORCE MAIN EXISTING GAS LINE EXISTING UNDERGROUND TELEPHONE: EXISTING UNDERGROUND ELECTRIC 50 NORTH GRAPHIC SCAI_,E 1 50 100 200 ( IN FEET ) 1 inch = 50 ft. 1" = 5' VERTICAL i FINISH GRADE -•‘` .„7 FULL B OD Y WYE FOR NEW CONSTRUCTION WYE SADDLE FOP EXISTING SEWER MAIN ! M N OR ADE 27,,; (1/4" PER FOOT) 45• BEND STAINLESS STEEL STRAPS FOR SADDLE.", ( 2 EACH SADDLE) STEEL POS„7 DIRECTLY OVER PLUG, PAINT GREEN FREMO\ ABLE_ STOPPER NOTE: '„WHEN MAN ,S AT EXCESSIVE DEP TH„ ,;ERVICE_ MAY CONTINUE UP AT 45TO MIN. DEPTH OE 9' HEN CON TIN UE AT ALLOWABLE SL)PE TO DWELLING UN. SEWER LINE CONNECTION AT SEWER MAIN ELEVATON VIEW N. T.S. •,„ .../111111111111 BALES EMBEDDED 4" F. 6'. • HAY CHECK DAM N S TAKE r LJ Li1 Tp [-"1. , -Th 13 CL T- 277,72.77 ADJUSTABLE VALVE BOX I / AUVLIAR GATE / (NORMALLY OPEN) r---1 I/ ORIENT PUMPER CONNECTION TOWARDS STREET UNLESS OTHERWISE SPECIE IED. N0T ES 1. ALL JOINTS FROM MAIN TO HYDRANT SHALL BE HARNESSED MECHANICAL_ JOINTS OR FLANGED JOINTS 2 tH YDRANT, VALVE & F,TTINGS TO BE 250 PSI RATED. 3. P CL'E.THYLENE WR AP (WHEN REQUIRED) SHALL COVER ASSEMBLY FROM HYDRANT BASE TC WATER MAIN 4 ALL HYDRANT LEAD PIPING TO RE DH 5 NOZZLE CAPS W/NUT IDENTICAL TO OPERATING NUT, - - RECESS TOP OE :AL_ BOX 1, 4" BELOW F NISHED GR ADE I, a b I Z 3000 P SI :::,.":.:N CRE 1" E .r-- „---- 6" FL x MJ GATE V Al YE THRUST 8 I. n C V. A NL ---_ AK . - "/.:--- BOND BRE AK ER .A.T ‘ ------ .N .•', (...) ' .---- 0 ..'S' K •',. < )'. :, C-6 -C:01 ftL'Tj D 1.--- ill t ri I Li i ( ' I ' i • •--4 t-, \\ •/,• . ,. L Mi X MJ X FLANGED TEE G R A v E-... L --' (SWIVEL WHEN APPROVED DR AIN MA TERI AL ,, , B'( ENGINEER) -SET VALVE ON 8"x 8"x 16" CONCRETE OR STONE SLAB SE T CN 8"x 18"x 24" CON C RE TE OP STONE SLAB DROVIDE A MINIMUM. OF (3)-- 3/40 TIE PODS, :ASPHALT COATED oR MEG- A -LUGS AS REQUIRED BY ENGINEER. FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL NT, 5 2" PE FRC \A WELL t-10 USE LOCATE NEW CURB BOX 12" ON STREET SIDE OF PROPERTY LINE EXCEPT WHERE SIDEWALK IS ON PROPERTY LINE, THEN LOCATE CURB STOP 12" BEHIND BACK OF WALK. FINISH GR ADE ELEVATION ALL DISTURBED LANDSCAPED AREAS SHALL BE SODDED, OR REPLACED IN KIND. \\ CURB STOP ADJUSTABLE BOX ARCH PATTERN W/FOOTPIECE \--PROVIDE GOOSENECK. FOR \ EXPANSION & CONTRACTION 2" PE TUBING , TUBING (CONTINUOUS) \ - 2"X2" TEE 8' STEEL POST PAINTED BLUE AND LOCATED AT END OF SERVICE LINE IF NOT COMPLETED TO BLDG. PROPERTY LINE COPPER INLET FOR FL ARE CONNECTION RE.QuIRED ON WATER MAIN SIDE, SAME ON OUTLET, OR AS REQUIRED TO MATCH EXISTING SERVICE ,..INE CURB STOP ON mAsoNP'( SUPPORT - WATER SERVICE VALVE DETAIL PRECAS N 2" x 2" x /4" ANTLE WI VE. \\..; COATING, BOLTED T.D W/3/4"0 WEDGE. AN 2 EACH TNCLF 5' ID Y ANH(..:tE IONS ON TOP Or TAN 4000 GAL PRECAST CONCRF TT' .1" A N K r ALARM RLOAT DUPLEX FLOAT I CN FLOAT F OFF FLOAT UFT OUT ADAPTER (TYP.) ALARM ,_:GH CONTROL r'.,.NEL STAND ARD 240 M ANH OLE RING AND RISER 4. -7 71--- 7 2 • q 2" 0 STEEL PIPE (GAL V.) VENT W/COOSE NECK BEND & SCREENED OPENING :03 f Oj CRD RIM EL 5339.94 5' 'D PRECAST RISERS LID, (COPE -AND CONCRE TE OP APPROVED ECU AL) P ')OP 1 BR ACK ' ‘:t ( PIPE INV. 5331.59 _41 I 0. NOTE: ELECTRICAL WIRING NOT SHOWN RAW SEWAGE PUMP (TYP.) 0. 2-6" THICK CONCRETE PUMP SUPPORT PAD SEWER LIFT STATION SECTION N.T.S. 0 0 0 0 z NOTES: 1. PAVEMENT REPLACEMENT SHALL MEET EXISTING THICKNESSES AND KIND WITH THE FOLLOWING MINIMUMS, UNLESS OTHERWISE SPECIFIED ON THE PLANS. ASPHALT SURFACING = 3" MIN., AGGREGATE BASE COURSE = 15" MIN. 2. IF WATER MAIN IS NOT UNDER ROAD SURFACE, REPLACE TRENCH MATERIAL COMPACTED TO 85% STANDARD PROCTOR, TOP 12" TO BE TOPSOIL, AND REVEGETATE. VARIES 12" (TYP.) TOPSOIL 4" MAX. - // // / , /' / /,///, ',/ //,'' ///// / ///,/ / / / / / /' / // / , / //,// //,// 'I / /4 /,, ,/,/, Bc + 18" EXISTING ASPHALT TO BE SAWCUT (TYP.) DEPTH OF ASPHALT & BASE COURSE COMBINED SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA & COSH REQUIREMENTS SELECT MATERIAL COMP ACTED TO 95% IF LOCATED IN ROADWAY EASEMENT. COMPACTED TO 85% IF LOCATED IN OTHER E ASSEMEN TS, LOTS OR SPACES, CLASS 6 AGGREGATE BASE COURSE WILL BE REQ'D IF THE ENGINEER DETERMINES THAT THERE IS NO SUITABLE SELECT MATERIAL ON SITE. NC. 12 COPPER TRACER WIRE EXTENDED TO VALVE BOXES AND HYDRANTS, AND ATTACHED AT A POINT ACCESSIBLE FROM ABOVE GROUND. (WHEN REQUIRED) CLASS 6 ABC BEDDING MATERIAL COMPACTED TO 95% STAND ARD PROCTOR DENSITY. .3/4" OR 1/2" SCREENED ROCK ACCEPTABLE IF THERE ARE HIGH GROUND WATER CONDITIONS AND AS DIRECTED BY THE ENGINEER. TRENCH CROSS SECTION 3" D!SO.HARGE. PIPE ULT = 6130.5 CHECK AL ,ES ' N T S a SEWER LIFT STATION PLAN N. T. S. L 1 SPLIT RAIL WOOD FENCE AROUND POND BY OTHERS EXACT LOCATION OF SEDIMENT FENCE STAKED IN THE FIELD BY THE ENGINEER. 5 FEET FENCE POST - 2 2' 10' (APPROX.) SECURE TOP EDGE OF / FILTER CLOTH TO FENCE / WIRE FENCE FILTER CLOTH BURY TRAILING EDGE OF FILTER CLOTH IN TRENCH A MINIMUM OF 6". POST — 00! EILTER CLOTH Li MATERIALS FOR FILTER CLOTH FENCE SHALL CONSIST OF STANDARD WOVEN LIVE -STOCK WIRE, A MINIMUM OF 36" IN HEIGHT, A MINIMUM OF 14 -GAGE WIRE, WITH A MAXIMUM MESH SPACING OF 6 "; POSTS SH ALL BE EITHER WOOD OR STEEL, MINIMUM LENGTH OF 5'. SEDIMENT CONTROL FENCE N.T.S. A R IES - SEE GRADING PLANS 1.0' FREEBOARD r- SAFETY BENCH 5' WIDE .3 TO 1 (MAX) TO MATCH EXISTING GRADE 5 15' / ---ELEV 5341.00 GEOTEXTILE WRAF) 140N OR APPROVED EQUAL ON TOP OF 30 MIL PVC LINER. INSTALL TEXTILE PERPENDICULAR TO POND BOTTOM. /cY 1.0' NATURAL -1 COVER VARIES 30 MIL PVC LINER POND - PPICAL CROSS SECTION N.T.S. ELEV 5330.00 - E.LEV 53443)0 - E LE V 5:343.00 ELE V=6928.00 4 , I , — I • litti•‘ POND LINER. I lwaI 11(0411:14* 1771I ELEV=5330 00 BOTTOM OF POND • P*111111P - 17- • 11 PHI -t" t T 1 1„..1 -71-111==h, 3/4" WASHED ROCK 3' 60 SLOT - PVC JOHNSON WELL SCREEN ELBOW &: END CAP FIRELINE INTAKE DETAIL NO SCALE 30' 60' R.0.W. 6' GRAVEL SHOULDER 12' SLOPE 0 2% 12' 3" CLASS Cx ASPHALT 6' GRA VEL SHOULDER P REVEGE T A TI ON ON ALL DISTURBED SLOPES AND DRAINAGE DITCHES. 3 ° CN CONDITION OF SuBGR ADE TO BE APPROVED BY SOILS ENGINEER PRIOR TO PLACEMENT OF CLASS 3 ABC. STRIP ALL TOPSOIL, SCARIFY AND RECOMP ACT SUBGR ADE A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. TYPICAL PAVENENT DESIGN N.T.S. 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR 12" CLASS 3 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR 2' J.7 /\\ 0 - 10 MINIMUM U p..J.- WATERLINE (POTABLE) CN 6' 30' 60' R.0.W. 3 6' SHOULDER 7.1 (/) IrA) SEWERLINE LAN 11111, 12' WHERE CONFLICTS WITH CULVERTS OCCUR, DEFLECT UTILITIES VERTICALLY UNDER THE CULVERT. FIRE LINE (NON -POTABLE) 12' IN TYPICAL UTILITY COVER & SEPAFATION REQUIREMENTS N.T.S. 4.0' MIN 15' UTILITY EASEMENT 3.0' M,N • E.LECT.0 TELE. /-.GAS / PIPE >- M Efi 0 i n -- ---- Ltd Li.., REVISION INSERTED INTAKE DETAIL ti vi • . I---- LU F— 0 ---, ---i o n < al C) 03 zH-- 00 LJ a- 0 00 LIJ 0 LAJ Z 00 cn LiJ (-) PROJECT NO. 99055.01 SHEET 8 0 i n -- ---- Ltd Li.., u j ' vi • . I---- ---i o n 0 0 zH-- 00 LJ a- 0 00 LIJ 0 LAJ Z 00 cn LiJ (-) PROJECT NO. 99055.01 SHEET 8 4^`. 4 h r-- • ROOF CONSTRLCTiON 1 5/8" CDX PLYWD ROOF SHEATHING 2. 15 LB ROOF FELT ASPHA.LT SHINGLES R R • • r4 CEL ^;(.) JOIS' ©1F.. C • • r • • R A 5 12 4 DR AIN 1 • • • 7.0' • ELEVATION TYPICAL WELL HOUSE SE -UP n �'�rv^rlJl• � p r r R r n i I A_>E:. 1 `: (.: N A 'FLED ( 01 150 PSI SP GOT NON AEA' ATED TO SER.✓ICES TYPICAL WELL HOUSE FLOOR PLAN SCHYATIC N T `_.. GA TE. 2" GATE VALE 1 5' =STER PUMP CENTR]L PANEL - G' CHECK VALVE Pill BOOSTER PUMP ST ATIEIN ONE-MDDEL 340 -ES -1800 6X6XI2A, CAPABLE OF 1500 GPM 50 F T 00 HEA:) FIRE L_Ew' MEG BY AURI]RA PUMP ]R APPRLVED EQUAL GV 8" D.I.P. FROM POND A GO TO FIRE HYDRANTS 8" DIP ?EF 2 3' DJORS i I� C. iv BL. 3. CENTER SUPPORT NTE: PUMP SYSTEM 70 BE APPROVED HY FIRE DEPARTMENT PROIR TO CONSTPUC:TION. PLAN TYPICAL BOOSTER FUMP HOUSE SEE TABLE BELOW. G PROVIDE BOND BR.:AKER AT ALL FITTINGS. BENDS & ELBOWS r- FOR FUTURE CONNECTION ROD PLUG TO FITTING. ---i D I --- PLUGGED TEE FOR FUTURE CONNECTION WHERE REDUCER IS USED, ROD BACK TO TEE. MEG -A -LUG MAY BE USED PER MANUFACTURERS REQUIREMENTS IN PLACE OF TIE RODS UPON APPROVAL OF ENGINEER. (-SEE TABLE BELOW. AREA I -- TEE SEE TABLE BELOW. PLUG 0 BELL END - \- ALL THRUST BLOCKS SHALL. BE POURED AGAINST UNDISTURBED SOIL. WHERE THIS IS NOT POSSIBLE, \1 TIE ROD SHALL BE USED. DEAD END LINE i5 TYPICAL SECTION THRU THRUST BLOCK MINIMUM -HRUST BLOCK E FARING AREAS IN SQUARE EEET 1 c -IPE SIZE 90' BEND 45' BEND 22 1/2' BEND TEE GATE PLUG VALVES NOTES� 12" 16.0 8.7 ,.4 11.3 7.3 SOIL BEARING PRESSURE IS ASSUMED TO BE 3000 P.S.F. WHERE SOIL BEARING VARIES FROM ABOVE, REQUIRED BLOCK AREA MAY BE MODIFIED ACCORDINGLY, . NA CASE SHALL BEAKlNG3 AREA BE: '.ESS THAN v 2.0 FT. SQ. STANDARD TEST PRESSURE IS CONSIDERED AT 200 P.S.I. CONCRETE STRENGTH TO BE 3,000 P.S.I., 28 DAY TEST. MINIMUM WEIGHT OF THRLST BLOCKS SHALL BE 1,000 LBS. 7.8 4.5 10" 11.1 6.0 8" 7.1 3.9 6 � �.4 6" 4.0 2.2 :0 2.8 0.7 4" 2.0 2.0 :0 2.0 0.5 3" 2.0 2.0 0 2.0 0.5 THRUST BLOCKS FOR WATER MAIN PLAN VIEW N.T.S. WC?P5 .,44 ER" 5%. O t ADJUSTABLE C., VALVE -- BOX 5" BARREL. 2" COMPRESSION MATERIAL -� TO PREVENT ROADWAY SHOCK \ FROM BEING TRANSMITTED TC ✓AI -`✓E 1 WATERTIGHT SPLICE -- (SEE NOTE) 12 GAUGE TRACER --� WIRE (WHEN REQUIRED) PREF� N CC)NCRF EI BLOCK --- RECESS TOP 0:- VAS .E BOA 1/8" TO 1 /4" BEL04 5,5!1')', ;RADE 0 NOTE: LOOSELY WRAP 12 GAUGE WIRE AROUND VALVE BOX BARREL. DRILL 1/8" HOLE TO ALLOW TRACER WIRE TO ENTER BARREL 4" HELCW VALVE BOX COVER WITH ' 2 Or WIRE DRAPED I5 BARREL. TE VALVE 200 PSI RATING MAN I_ NE GATE VALES TC HAVE JOINTS SAME AS WA E- MAN OR AS SPECIFIED FOR MAN _ NE FITTINGS. GATE VALVE [ETAIL N. T. ANGIN / j , 50 s irSLOPE 0 1% MIN. i 7 RECESS MANHOLE - ---- JD 1 /8" TO 1 /4„ BELOW FINISH GRADE z 0 b UJ cn u J c.� z 0 c.; 11 -J m JUNCTION MH A.L.IGNME SHAPED INVERTS 24" OPENING IN TOP ;ORIENT OVER BENCH) T WORDS "SANITARY SEWER" ON COVER 24"C.I. M.H. RING Sc COVER IVW:497#11" i.%. a 24" -- ASPH ALT BASE COURSE --- 3 REINFORCED CONCRETE r'RADF RINGS (MIN.) PJI TH 6" WAI -- CAST IRON OR ALUM. MANHOLE STEPS, POSITION OVER SHELF IN VERTICAL LINE AT 15" o.c. MAX. \--- ECCENTRIC CONE 4'--0" DIA. CONCRETE ---- / MORTOR CONCRETE BASE -` CAST IN PLACE (3000 PSI MIN.) OR PRECAST BASE 5'-O" DIA J - REINFORCEMENT (ASTM -C 478) `-- FLEXIBLE PLASTIC SEALING COMPOUND (RAM-NEK) AT ALL JOINTS • V. • .1 •" MANHOLE I.D. + 16" N/ A -� OLE E S FIRST JOINT 1' MIN. 3' MAX. RUBBER 0 -RING OR FLEXIBLE --' MANHOLE SEAL, GROUT SEAL NOT ALLOWED INVERT ELEV. IN SHOWN ON PROFILE �- LATERAL J C'R0r' TNRU MANHOLE. / INVERT ELEV. OUT -/ SHOWN ON PROFILE -r- O\ PAPE I.L. 18" & SMALLER 21,. TO 48„ MANHOLE I.D 4'-O" 5'--O" NOTES: MANHOLE BARREL MINIMUM DIAMETER SHALL CONFORM TO TABLE. 2. SHAPING FOR SMOOTH MANHOLE IN',ERTS MAY BE DONE BY FORMING OR SHAPING WITH CEMENT MORTOR. 3. THE MANHOLE STEPS SHALL BE SIMILAR AND EQUAL TO ALCOA ALUMINUM CO. N0. 126538. 4 PRECAST SECTIONS TO CONFORM TO ASTM C-478. 5. PIPE GASKET REQUIRED AT MANHOLE WALL. 6. ALL CAST -IN-PLACE CONCRETE SHALL HAVE A MIMIMUM COMPRESSIVE STRENGTH OF 3000 PSI. BASE REBAR- #4 CI 12" OC EACH WAY, 3" CLEAR FROM GROUND 1O\ TYPICAL v1ANHOLE DETAIL N.T.S. I- a w Li) w 0 0 0 a., 0 H- 0 Z 0 W O-- 0 O -j 0 (-- Lb w 0 }- wz 0 0 cn Z J W UJ cn w < POWERLINE PROFESSIONAL PARK J Q W co PROJECTPROJECT Na 99055.01 SHEET 9 t, Z 0 > w ch w I-- 0 O Z I- a w Li) w 0 0 0 a., 0 H- 0 Z 0 W O-- 0 O -j 0 (-- Lb w 0 }- wz 0 0 cn Z J W UJ cn w < POWERLINE PROFESSIONAL PARK J Q W co PROJECTPROJECT Na 99055.01 SHEET 9 t,