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HomeMy WebLinkAbout3.0 Subdivision Improvementsarse L _1 r 1 D) N) D .._ _12) ir2) '3. a c)31 1 C._P)L 33E TfULCM 33E CH C Diq 0 336 © [ __P) I Ps © tj 110 L J ±-2) L_ D) IP) JD) 88 mmomil 1 L11 L J \ 8 L1LJ L J RA LI V L J L J J _q HWY 6&24 NORTH APPLE TREE PARK VICIXITY SIA_ NOT TO SCALE "./7 L ir CONSULTING ENGINEERS AND HYDROLOfl' 302 8th ST., GLENWOOD SPRINGS P.O. BOX 160, GLENWOOD SPRING_ (303) 945-2236 FAX (303) 945- /N/ SCALE 100 50 0 100 1 INCH = 100 FT. 18 5 4 STREET NAME SIGNS FOR C.ROAD 335 (2 NAMES) AND WHITEWATER LANE; ENTRANCE SIGN BY OWNER 3 --Th 2 ENTRANCE SIGN BY OWNER; STREET NIM- SIGNS FOR C.ROAD 335 (2 NAMES) AND PADDLENHEEL LANE 1 i\ 1-- — 1 — - -� OPEN SPACE CURVE n NOTE: ALL ALL CORNER RADII ARE 30' UNLESS NOTED OTHERWISE. ALL SIGNS SHALL BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND GARFIELD COUNTY REQUIREMENTS. C42 C43 C44 C45 RADIUS 1400.00' 1000.00' 1000.00' 800.00' LENGTH 539.07' 386.83' 1191.75' 530.04' LINE DIRECTION DISTANCE L17 570°49'46E 273.47' L18 N19°10'14"E 93.32' L19 N18°47'26"W 225.21' L20 N18°49'34 E 55.08' L21 N40°53' 1 7"E 310.44' L22 N47°36'53W 345.02' L23 N25°27'04"W 158.98' TANGENT 272.92' 1 95.86' 678.1 0' 275.16' CHORD 535.75' 384.42' 1 1 22.47' 520.39' BEARING S29°51 '26"W N36°31 '58"W S75°01 '45"W SOO°1 1'24"W DELTA 22°03'43" 22°09'49" 68°16'57" 3757'40" FOR REVIEW ► N 0 0 (0 00 000h 00� 0 u (n0 11) Ca z z� cc V) 0 x z� zw _10co CD �O N N LC)I X ,t "-00O 00 CO 0 0 0 1 E] 1 J D L_ REVISIONS DATE BY DATE 12/30/96 SCALE 1"= 100' ENGINEER P. BELAU DWG FILE 423 -.RDS JOB 423-01 SHEET e - OF 12 SHEETS 5520 5510 5500 5490 0) 0.35% ORIGINAL GROUND—, PROPOSED CENTERLINE FINISHED GRADE DO Q) 10 LD m �t- d- 06 O) CD 00 rn O 00 00 1� u J O 0) LCD 0) L 7 O 0) 00 0) 0) Ln 10 a 0) 03 1O 1 O O 0 LCD LID �) O u O O O 00 O Ln L m O OLn Ln N N 10 1 CD O In O Ln 10 O N 0 Ln O 10 N 0 Ln O Ln 10 CD H O O N in 0 O (Ni 1 J 0 0 N V) ,(0 0 0 LO v 1 J L Ooa 0) Ln LC) u J O O V) N Lf) 0 00 10 u I 0+00 VPI: STA = 0+57 VPI: ELEV = 5520.62 80.00' VC VPC: 0+17 ELEV: 5521.42 VPT: 0+97 ELEV: 5518.22 2+00 4+00 VPI: STA = 2+66.40 VPI: ELEV = 5508.06 VPT: 3+56.40 c(z) 0 0 10 1 w 6+00 8+00 10+00 12+00 14+00 16+00 STA: —0+08 ELEV: 5521.92 5500 5490 D co N iLn 5518.04 5509.4 Ln in 5508.37 5508.1 o) o in 0+00 37 2' DEEP DITCH 2+00 4+00 Ln O Ln L 5506.89 D:1,07.1) 5506.39 5507.5 5505.89 5506.3 o in WHITEWATER LANE —6' DITCH i — 6'----i SHOULDER 61--00 50' R.O.W. 22' 8+00 RAPIDS VIEW LANE VPI: STA = 0+53 VPI: ELEV = 5514.93 5520 5510 5500 5490 80' VC VPC: 0+13 0 L LCD Ln ELEV: 5515.73 VPT: 0+93 ELEV: 5512.53 0 c0 0 0 VPI: STA = 2750.11 VPI: ELEV = 5503.10 ELEV: 5508.50 180.00' VC STA: 0+00 ELEV: 5515.99 VPT: 3+40.1 ELEV: 5502.65 18+00 20+00 STA: —0+11.43 ELEV: 5516.21 w w 2 STA: 8+79.83 ELEV: 5499.95 — r ,_, 0) 0 LC) 5512.11 5504.9 6 0 in�C C m C �f O in.N 0 � 1f) O O Ln 5502.35 5502,0 oo0 1 in O N 0 In 5501.35 5500.5 5500.85 5499.0 5500.35 0+00 2" ASPHALT PAVING 2% CROWN 2% CROWN • • 6'- PP— SHOULDER MIN. 3" OF CLASS 6 GRAVEL ROAD BASE ON MIN. 7" ON—SITE PIT RUN GRAVEL SOIL TYPICAL ROADWAY CROSS-SECTION 3:7 sFILL AE 2+00 4+00 6+00 PADDLEWHEEL LANE 8+00 BACKFILL: COMPACTED ON—SITE SELECT SOIL BEDDING: 4"-8" OF 3/4" SCREENED GRAVEL CULVERT PIPE DETAIL 22+00 24+00 1" = 100' HORIZ. 1" = 10' VERT. CONSULTING ENGINEERS AND HYDROLOGISTS N �- O Oc0 0-6 h' O O CD N ^v ca 0 Lnz z7,7 cn 0 0 0 LI- Z _O- <0 O o`\I ( • N � I x7r- 0 0) 00 m O0O CL 1JLJ [l REVISIONS DATE BY D ATE 12/30/96 SCALE 1"= 100' ENGINEER P. BELAU DWG FILE 423-PFL JOB 423-01 SHEET FOR REVIEW of 12 SHEETS SITE GRADING ESTIMATED QUANTITIES LOCATION LOTS 1-12 LOTS 16-23 LOTS 28,29,30,32 POND TOTAL (CU. YDS.) SPOT ELEVATION FILL WITHIN CUT FILL 1200 11560 3860 5240 9570 240 2820 0 17450 17040 FILL T• ELEV. 5502.0 EMOVE EXISTING I DI CH � 550V .80 5501.60 55000 4970 COMMON OPEN SPACE REGRADE INISHED GRADE AROUND FOR DRAINAGE FOR FINISHED GRADE OF E FLOOD FRINGE (TYPICAL) 54980 ..5525 553$ 5600 5585 5610 6 5535 5498.10 496.80 497.00 5615 5510 5620 EROSION CONTROL AND REVEGETATION REQUIREMENTS 1. STRAW BALES OR SILT FENCES SHALL BE INSTALLED TO TRAP SEDIMENT IN DRAINAGE DITCHES FLOWING INTO THE COLORADO RIVER. 2. STRAW BALES SHALL BE PLACED AT CULVERT PIPE OUTLETS AS NECESSARY TO DISSIPATE HYDRAULIC ENERGY TO PREVENT EROSION. 3. ALL DISTURBED AREAS WILL BE RESEEDED BY THE OWNER. 4. CONTRACTOR SHALL STRIP AND RE -SPREAD TOPSOIL IN ALL DISTURBED AREAS. 5515 5530 5525 554o 5555.. 5535 5545 5560 5535 BORROW AREA FOF 54N- SITE PIT RUN MATRA 56,0 FO C.F . 335 IMPROVEMENTS AS : NEEDED 5570 5590 56 5. STRAW BALES OR SILT FENCES FOR TEMPORARY EROSION CONTROL SHALL REMAIN IN PLACE UNTIL THE SITE IS REVEGETATED AND WILL BE REMOVED BY THE OWNER. 6. THE CONTRACTOR SHALL PREVENT THE SPILLING OF ANY FUELS OR LUBRICANTS. ANY SOIL CONTAMINATED BY FUEL SPILLS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. 7. THE CONTRACTOR SHALL TAKE PRUDENT MEASURES TO CONTROL DUST GENERATION AND MIGRATION FROM THE SITE. DISTURBED SOIL SHALL BE WATERED AS NECESSARY FOR DUST CONTROL. 1 C W N O O (0 (.0 0-5 0 O 00-) N I (Il 0 `n 0 z zL- E a O Ci Ln O O • zL- zLJw 0 V) N N x 't -C 0 (5) t- -C00) 80 CO 000 1 I H (E3\-1 cdt-- J J REVISIONS DATE BY DATE 12/30/96 SCALE 1"= 100' ENGINEER P. BELAU 1 INCH _ 100.. 5570 5565 SS `5575. t So bq5 6?p 5585 '' DWG FILE 423—GRD JOB 423-01 SHEET OF 1 2 SHEETS SCALE 700 50 0 100 1 INCH = 100 FT. REPLACE RIGHT-OF-WAY FENCE ON PROPERTY LINE (3 -STRAND BARBED WIRE WITH STEEL POSTS AT 16.5' CENTERS) EXTEND EXISTING 12" CULVERT 10'+/ - STATION 5+31 TO 9+30 (APPROX.) NEW ROADWAY HORIZONTAL AND VERTICAL ALIGNMENT, GENERATE FILL FOR TURN LANES EXTEND EXISTING 15" CULVERT 10'+/ - THE RAPIDS STATION 9+30 TO 25+10 WIDEN ROADWAY AND INSTALL TURN LANES AT EXISTING ROAD GRADE, NEW 2" ASPHALT SURFACE INCLUDING OVERLAY ON EXISTING CHIP & SEAL ROAD SURFACE MATCH EXISTING ROADWAY RELOCATE APPROX. 180' OF IRRIGATION DITCH URN /215' 55 STATION 0+00 TO 5+31 WIDEN SHOULDER ON NORTH SIDE, NO NEW ASPHALT PAVING D DGE OF EXISTING ROADWAY 0' RIGHT-OF-WAY TO BE DEDICATED TO GARFIELD COUNTY 0 5520 DATUM ELEV 5500.00 Ln Ln EXISTING GRADE, NO NEW ASPHALT OVERLAY PROPOSED H Ln in N Ln Ln 5511.8 5513.22 5519.2 0+00 2+00 5 -t- 4 5 . Z U 0 "'EXTEND EXISTING 12" CULVERT 20' AND 10'+/ - ELEV: 5512.42 EXTEND EXISTING 15" CULVERT 10'+/- EXTEND EXISTING 12" CULVERT 15' RELOCATE APPROX. 150' OF IRR. DITCH CUT SLOPE FOR SIGHT DISTANCE AND TO GENERATE FILL FOR TURN LANES RELOCATE APPROX. 200' OF IRRIGATION DITCH XTEND EXISTING 18" CULVERT 10' AND 20'+/- COUNTY 0'+;- COUNTY ROAD 335 PLAN 472.00' VC H.P. ELEV = 5515.00 H.P. STA = 8+51.07 VPI: STA = 7+84.42 VPI: ELEV = 5516.45 10+20.42 1 100' XISTING GRADE, TO Bg-CUT EOWN TO PROVIDE FILL FOR TURN LANES 11 L,J STA: 5+30.95 IL ROPOSED NEW GRADE IV: 551 2.1 2 STA. 10+31.46 -L -V: 5514.09 0 .,\ F\\: SHOULDER WIDENING: 6" CLASS 6 AGGREGA N 14" ON-SITE PIT -RUN G EL ON COMPACTED FILL M ERIAL 0 W EXTEND EXISTING 12" CULVERT 20' AND 10'+/ - RELOCATE IRRIGATION DITCH OUT OF ROADSIDE DRAINAGE DITCH WI DTH VARIES -14/(APPROX. 7' ) BACKFILL: COMPACTED ON-SITE SELECT SOIL BEDDING: 4"-8" OF 3/4" SCREENED GRAVEL CULVERT PIPE DETAIL EXI STI NG WI DTH VARI ES (APPROX. 23' ) EXISTING CHIP & SEAL ROAD SURFACE TO REMAIN C.R. 335 TYPICAL CROSS-SECTION STATION 0+00 TO 5+31 TURN LANE WIDENING 3' SHLD. (FULL LANE WIDTH) 12' 3' SHLD. 1"= 5' 12' 12' 2% CROWN OR AS PER EXISTING ASPHALT 2" ASPHALT ON EXISTING CHIP & SEAL ROAD SURFACE OR 2" ASPHALT ON 6" CLASS 6 AGGREGATE BASE ON MIN. 14" ON-SITE PIT RUN GRAVEL SUBBASE FOR NEW ROAD (5+31 TO 9+30) AND WHERE ROAD IS WIDENED (9+30 TO 25+10) (NOTE: DEPTH OF GRAVEL MAY BE REDUCED TO 9" IF THE MOORE DITCH IS PIPED) 3' SHLD. XISTING DITCH 4' EX. DITCH OR J NEW DITCH, 2' DEEP, 2:1 SIDE SLOPES C.R. 335 TYPICAL CROSS-SECTION STATION 5+31 TO 25+10 EXISTING CENTERLINE GRADE, NEW 3" ASPHALT OVERLAY PROPOSED 1"= 5' Ln Ln —`-CN in Ln 5513.22 5519.2 5514.36 551.9.4 5514.93 5515.7 5514.94 554.2 5514.38 5514.0 5515.6 551 6.5 l< L 5517.9 5518.6 CD. Ln in 5520.2 5519.8 o in in - N in Ln A CN in Ln N Ln in 5527.7 0 CN in Ln +00 6+00 8+00 10+00 12+00 14+:0 16+00 COUNTY ROAD 335 PROFILE 1"= 100' 18+00 20+00 22+00 2L+00 W C� Q CONSULTING ENGINEERS AND HYDROLOGISTS J REVISIONS DATE BY D ATE 12/30/96 SCALE 1"= 100' ENGINEER P. BELAU DWG FILE 423-R335 JOB 423-01 SHEET FOR REVIEW OF 12 SHEETS 4f00 5530 3+00 5530 5530 5520 5570 5500 60 5530 5520 / 5520 5510 5500 - 60 5530 5520 5510 5500 - 60 5530 5520 5510 5500 - 60 5530 -40 -20 2100 20 40 7100 -40 -20 0 0+00 5510 5500 60 5530 5520 5570 5500 60 5530 5520 5570 5500 20 40 60 5530 5520 5510 5500 - 60 5530 5520 70+00 5530 5520 5510 5500 -40 -20 0 20 40 60 5510 - 60 -40 5530 9f00 - 20 0 8+00 20 40 5530 5520 5570 60 5530 5520 5520 5Z 5510 5510 -60 -40 -20 0 20 40 60 7-1-00 5510 - 60 5520 - 40 - 20 0 6+00 20 40 5530 5520 5510 60 5530 5520 5570 75+00 5500 -60 -40 -20 5530 5520 5570 5500 -60 5540 5530 5520 5570 -60 5530 5520 5520 74+00 20 40 60 5530 5520 5510 5500 5530 5520 5510 5500 -40 -20 0 20 40 60 73100 5540 -40 -20 0 72+00 20 5510 5510 5510 -60 -40 -20 0 20 40 60 -60 -40 -20 0 5530 5530 5520 5520 5510 5+00 5530 5530 5520 5520 5510 5510 77+00 40 20 40 Lf)Lc) h h 5510 5500 5500 5500 5510 60 5530 5520 5510 60 5530 5520 5510 7" = 20' HORIZONTAL 1" = 10' VERT/CAL 5500 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 W W CONSULTING ENGINEERS AND HYDROLOGISTS N �o o CO CO OD o U ^� I 00CDin rn 0 E 1Z— F"o ro 0 O< z ZLu 0 to O N L N x't -coG) 85 m Coroo 1 C-21 7.g d REVISIONS DATE BY DATE 12/30/96 SCALE 1"= 20' ENGINEER P. BELAU DWG FILE 423—XSEC JOB 423-01 SHEET FOR REVIEW OF 12 SHEETS 5530 5520 20+00 0 0 LO lc) 5510 5510 —60 —40 —20 0 20 40 60 5530 5520 5530 5520 5510 —60 5540 5530 5520 79+00 78+00 5510 —60 —40 —20 5530 5520 N'N NN LO0 17100 20 40 7,7 5530 5520 5510 60 5540 5530 5520 5510 60 5530 5520 5510 � � 5570 — 60 —40 —20 0 20 40 60 5530. 5520 5510 — 60 76100 5550 5540 5530 5520 — 60 5550 5540 5530 5520 — 60 —40 —20 0 25100 24+00 5550 5540 5530 5520 60 q. 5550 5540 5530 5520 — 60 5540 5530 5520 5510 —60 5530 5530 5520 5520 5510 60 23+00 20 40 —40 —20 0 22+00 20 40 N Lc) LO Lc) 10 5540 5530 5520 60 5540 5530 5520 60 5540 5530 5520 5510 —40 —20 0 20 40 60 27100 q. 5530 5510 —60 —40 —20 0 20 '0 60 5520 5510 1" = 20' HORIZONTAL 1" = 10' VERT/CAL W W CONSULTING ENGINEERS AND HYDROLOGISTS N O 3 0 00 o O o rn U N (f) I (f) Lo 0 z z� Ea_^ (t)o �V) 0 0 `J Z zw LLI N N(° N I (f)� x� o0) oma 000 Is° LL 1 1 0 REVISIONS DATE BY D ATE 12/30/96 SCALE 1"= 20' ENGINEER P. BELAU DWG FILE 423-XSEC JOB 423-01 SHEET FOR REVIEW OF 12 SHEETS 3/4" YARD HYDRANT WITH 1" WATER SEVICE FROM DOMESTIC WATER MAIN GIADE AROUND THE UPH PR�VENT SURFACE DRAINA L SIDE OF THE POND TO E FROM ENTERING POND POND INFLOW FROM MOORE DITCH (OR OTHER SOURCE) BY OWNER GRADE AROUND THE UPHLL SIDE OF PREVENT SURFACE DRAINAG OND TO ENTERING POND POND CONSTRUCTION REQUIREMENTS: 1. TOP OF POND EMBANKMENT ELEVATION = 5502 2. BOTTOM OF POND ELEVATION = 5492 3. POND SIDE SLOPES = 3:1 RE OT 4. POND SODIUM BENTONITE THOROUGHLY IMIXED TE INTO ITHE WITHY SOIL TOP 6 INCHES OF SOIL,A MOISTENED OF AND COMPACTED. 5. LANDSCAPING IMPROVEMENTS (TREES, SEEDING, IRRIGATION, BENCHES, TABLES) WILL BE PROVIDED BY THE OWNER. 6. CO LLR BE �R 1—INCHL SCREENED ROCK,3—FOOT MINDE IMUM3NC INCHESS AS GRAVEL EP, STAKED ON SITE. GRAVEL SH POPOSE3 THEE SPECIES Large Deciduous Trees Plains Cottonwood Medium Deciduous Trees Green Ash Small Deciduous Trees Flowering Crabapple Conifer Trees Green Spruce or Ponderosa Pine Populus deltoides Fraxinus pennsylvanica vlalus spp. Picea pungens 'inus ponderosa NOTE: LANDSCAPE IMPROVEMENTS ARE TO BE FIELD LOCATED ON SITE BY THE LANDSAPE ARCHITECT. c:0" -T( i 3 -STRAND BARBED WIRE FENCE ON PROPERTY LINE i W N (n O (0 I— C0 ��� O SON O OOCNI Q uI >> C) Z 0 = Z� 0 00 w Z Z C� JC�<0 Z Ca N IJ O N Z Cr) if) F= X J -71- -COCD 00 co—. Z NdO o 0 . J O , rir" REVISIONS D ATE BY D ATE 12/30/96 SCALE 1"= 50' ENGINEER P. BELAU DWG FILE 423—DSPC JOB 423-01 SHEET cy OF 12 SHEETS VENT PIPE WITH 24 MESH, CORROSION RESISTANT SCREEN SECURED ON END _ SANITARY SEAL WITH WATERTIGHT PORT FOR ELECTRICTRICAL CONNECTION vI \, 1 5" v 4 4 5 RAPIDS WELL NO. 1 EXISTING WELL CONSTRUCTION: 7" PLAIN STEEL CASING +1' TO -27' 5.5" PLAIN PVC CASING -22' TO -52' 5.5" PERF. PVC CASING -52' TO -82' CEMENT GROUT -7' TO -27' TOTAL DEPTH 82' SHELTON DRILLING, 927-4182 d 4 4 4'x4'x4" CONCRETE PAD SLOPED TO DRAIN AWAY FROM WELL CASING 2" BRONZE PITLESS ADAPTER 3" SCH. 80 PVC PIPE TO WATER TREATMENT SYSTEM 60' OF 2" ECH. 80 PVC BRASS CPLD. DROP PIPE FROM PITLESS ADAPTER TO SUBMERSIBLE PUMP 111 2" CHECK VALVE WELL NO. 1 SUBMERSIBLE PUMP: GOULDS 70GS50412 5 HP, SINGLE PHASE HANDS _LEL Hao NOT TO SCALE v d WELL NO. 2 SUBMERSIBLE PUMP: GOULDS 48GS30412 3 HP, SINGLE PHASE 111 I 12" VI\ 5/ 21 26 - 4,8 25 2" SCH. 80 PVC OR POLYETHYLENE PIPE TO WATER TREATMENT SYSTEM RAPIDS WELL NO. 2 EXISTING WELL CONSTRUCTION: 7" PLAIN STEEL CASING +1' TO -29' 5.5" PLAIN PVC CASING -22' TO -52' 5.5" PERF. PVC CASING -52' TO -82' CEMENT GROUT -9' TO -29' TOTAL DEPTH 82' SHELTON DRILLING, 927-4182 HAP[1[93 WrLrL, Ha 2 NOT TO SCALE 19 7 n20 23 1122 20 " 15 24 10 10 12 1' k 14 16 14 WAE3 �GQ�G�nI IHr-= SY L_ J SCALE: 1"= V-0" -0" --CAJJEIPM-H11,1 SP -C[]F[ICiat-110Hes 1. 3" PIPE FROM WELL NO. 1, TRANSITION TO STEEL OR SCH. 80 PVC RISER PIPE 2. 2" PIPE FROM WELL NO. 2, TRANSITION TO STEEL OR SCH. 80 PVC RISER PIPE 3. 2-2", 2-3" BALL VALVES ON RISER PIPES 4. 1-2", 1-3" TEE WITH PRESSURE GAGE AND VALVE TO BLEED OFF AIR 5. 2-2", 2-3" UNIONS 6. 1-2", 1-3" WYE STRAINER WITH HOSE VALVE TO DRAIN 7. 2" & 3" SCH. 40 GALVANIZED STEEL OR SCH. 80 PVC PIPE 8. 4 LIQUID FILLED PRESSURE GAGES WITH SHUT-OFF VALVE 9. 1-1/2" TOTALIZING FLOW METERS, SUPPORT FROM FLOOR BELOW (2) 10. FLOW SWITCH TO START CHLORINE SOLUTION PUMP (2) 11. 2" & 3" CHECK VALVE 12. LIQUID CHLORINE SOLUTION INJECTOR ON 2" AND 3" SCH. 80 PVC TEE (2) 13. HOSE VALVE ON SCH. 80 PVC RISER PIPE (2) 14. CHLORINE SOLOUTION PUMP, CHEM -TEC, 20 GPD, 100 PSI, OR BETTER (2) 15. CHLORINE SOLOUTION LINE 16. APPROX. 30 -GALLON PLASTIC CHLORINE SOLOUTION TANK WITH LID 17. 2x3x4 TEE 18. 4" UNDERGROUND WATER SUPPLY LINE TO WATER STORAGE TANK 19. HEATER WITH THERMOSTAT 20. DUPLEX ELECTRICAL OUTLET, 110V, GFI (2) 21. 6" UNDERGROUND WATER DISTRIBUTION MAIN 22. 1/2" TYPE K COPPER SERVICE LINE FROM TAP IN 6" MAIN INTO CONTROL BUILDING 23. 1/2" BALL VALVE 24. OMEGA PRESSURE TRANSDUCER WITH VALVE TO BLEED OFF AIR 25. CONTROL PANEL IN WEATHERPROOF ENCLOSURE MOUNTED OUTSIDE ON TWO UNI -STRUTS 26. 10'x6' INSULATED ENCLOSURE WITH 6" CONCRETE FLOOR AND DRAIN CONTROLS: 1. INSTALL PUMP CONTROL PANEL WITH OVERLOAD HEATERS, LIGHTNING ARRESTOR, TIME -DELAY FUSES, HAND -OFF -AUTO SWITCHES, PUMP ON LIGHTS, HOUR METERS, PUMP ALTERNATOR, AND PUMP LEAD/LAG/ALTERNATE SELECTOR SWITCH 2. PROVIDE MOTOR MINDER OR OTHER SUITABLE PUMP MONITORS FOR VOLTAGE PROTECTION, OVERCURRENT, UNDERCURRENT, ETC. 3. INSTALL AN OMEGA PROGRAMMABLE CONTROLLER AND INTERFACE THE CONTROL CIRCUITRY WITH THE OMEGA PRESSURE TRANSDUCER. PROGRAM THE LEAD WELL PUMP TO START AT 2' DRAWDOWN IN THE WATER STORAGE TANK AND TO STOP WHEN THE TANK IS FULL. PROGRAM THE LAG PUMP TO START AT 3' DRAWDOWN IN THE TANK AND TO STOP AT 1' DRAWDOWN IN THE TANK. PROGRAM AN ALARM LIGHT INDICATION AT 4' DRAWDOWN IN THE TANK. 4. INSTALL 1 GREEN AND 1 RED ALARM LIGHT ON THE CONTROL BOX, VISIBLE FROM THE ACCESS ROAD. THE ALARM LIGHT SHALL BE MANUALLY RESET ONLY. THE GREEN ALARM LIGHT SHALL INDICATE SYSTEM O.K., THE RED ALARM LIGHT SHALL INDICATE LOW WATER LEVEL IN THE TANK OR PUMP OFF WHEN GIVEN THE COMMAND TO RUN. PROVIDE PUSH TO TEST BUTTON FOR CONTROL & ALARM LIGHTS. 5. PROVIDE SINGLE-PHASE ELECTRICAL SERVICE FOR THE WELL PUMPS AND FOR ALL OTHER EQUIPMENT IN CONFORMANCE WITH APPLICABLE CODES. THE TRANSFORMER WILL BE PROVIDED BY HOLY CROSS ELECTRIC. WELL PUMP INSTALLATION: 1. WELL SEALS: MONITOR 6.6W OR APPROVED EQUAL. 2. CONCRETE PAD: MIN. 3000 PSI COMPRESSIVE STRENGTH WITH FIBERMESH. 3. INSTALL STRANDED COPPER SUBMERSIBLE ELECTRICAL CABLE WITH GROUND, SIZED FOR LENGTH AND LOAD, STRAP AT 20' INTERVALS. 4. INSTALL 65' OF 1/4" NYLON AIRLINE IN EACH WELL. 5. INSTALLATION SHALL CONFORM TO THE RULES AND REGULATIONS OF THE COLORADO BOARD OF WATER WELL AND PUMP INSTALLATION CONTRACTORS. 18 CONSULTING ENGINEERS AND HYDROLOGISTS 0 0o 0 z EE 0 N 0 0 z W -J 0 N 00 O CO 81602 Z 0) N N rn N Ln 0 OM 0� 0 z W J 0 c0 M N I M X 00 .M OM X L O c0 C rcg C c'3( W � REVISIONS DATE BY DATE 12/30/96 SCALE 1 "= 1'-0" ENGINEER P. BELAU DWG FILE 423-WTR JOB 423-01 SHEET OF 12 SHEETS 5' COVER 6" OR 8" CLASS 150 C900 PVC PIPE OR CLASS 350 D.I. PIPE 24"-28" FINAL BACKFILL: COMPACTED NATIVE MATERIAL COMPACTION SHALL BE TO 90% OF MAXIMUM STANDARD PROCTOR DENSITY IN ROADWAY SHOULDERS, 95% IN ROAD CROSSINGS, AND 85% AWAY FROM ROADS INITIAL BACKFILL: COMPACTED SELECT NATIVE SOIL TO 12" ABOVE PVC PIPE, TO 6" ABOVE DUCTILE IRON PIPE HAUNCHING: BEDDING: 3/4" GRAVEL FOR PVC PIPE, NATIVE SELECT SOIL FOR D.I.P. ©TAL 'WATER [MOH TRIEKICH TYDCAL C©©T©a C NOT TO SCALE PUMPER NOZZLE FAC/NG STREET EXTENSION(S) AS NECESSARY w CONCRETE THRUST BLOCK 1/2 CU. YD. OF SCREENED GRAVEL DRAIN MATERIAL VALVE BOX 6" GATE VALVE BLOCKS 6" DIP ALL JO/NTS FROM MAIN TO HYDRANT SHALL BE MEGA -LUGGED MECHANICAL JO/NTS OR FLANGED JO/NTS. FEE HYDRAIRTT AD=7 •i, /, /z/ CONCRETE THRUST BLOCKS NOT TO SCALE WATER MA/N 1" CORPORATION STOP & COUPLING _-- SERV/CE SADDLE WITH 2 STRAPS STEEL POST TO MARK THE END OF P/PE 1" WATER SERVICE LINE 200 PS/ POLYETHYLENE MINIMUM 5' COVER 1 1/2" TELESCOPIC CURB BOX TO FINISH GRADE 1" CURB STOP WITH COMPRESS/ON COUPL/NGS CONCRETE BLOCK WATER SEIR'W[ICE LOL 1" WATER SERV/CE LINE 200 PSI POLYETHYLENE 20' UTILITY EASEMENT NOT TO SCALE t I MI N 36" MI N 48" o TELEPHONE NO MI N. ELECTRIC 6' SHOULDER 3 CAP END OF PIPE 50' RIGHT-OF-WAY SUBDIVISION ROAD MI N. 36" I MIN.3 GAS �---MI N. 48" MI N, 60" WAT E R MAI N UTILITY LINE LOCATIONS MAY VARY, THIS ILLUSTRATES TYPICAL LOCATIONS, MINIMUM DEPTHS OF BURY AND MINIMUM SEPARATING DISTIANCES BETWEEN UTILITIES. YO©AL UHIDERGROUED UTILITY' L©CMD©aS NOT TO SCALE THREE PIECE ADJUSTABLE VALVE BOX TO FINISH GRADE WATER MAIN MEGA -LUG JOINTS GATE VALVE CONCRETE BLOCKS THRUST BLOCK TYD©AL OATIE VALeE NOT TO SCALE O 0- N 0 ,J0 ,....; 00 I, O OVrn p J O „N 0 I 6,0 � T O Z it = Z E(1-,---. p a(/')M 0 V)ci too p0`-' �n""' 00x fo3q 3J� i? PI= .. J U Co o .,to ON Q 1,- I 12 (.4 N O (I)xto _,O0) o0 00.-. M PRIuu 0 000 M Q`M.. J ccgjI 1J1ji J REVISIONS DATE BY DATE 12/30/96 SCALE 1:1 ENGINEER P. BELAU DWG FILE 423UTILD JOB 423-01 SHEET OF 12 SHEETS MIN. 2' 1 2' AS R COMPACTED CL. 6 GRAVEL COVERED, SCREENED ROOF VENT 7- SLOPE ROOF FOR DRAINAGE STEEL CENTER SUPPORT COLUMN QUIRED FOR 40 PSF SNOW LOAD 34' EL. AS DETERMINED 01 SITE 24' 1 2' COMPACTED CL. 6 GRAVEL COMPACT FILL UNDER THE 12' ROAD ONLY • 4'x4'x12" THICK CONCRETE PAD WITH 5 #4 BARS EACH WAY 3" CLR FOR CENTER COLUMN FOUNDATION TANK FOUNDATION: 12" OF CLASS 6 AGGFFGATE COMPACTED TO 95% OF MAXIMUM MODIFIED PROCTOR DENSITY, CONTAINED WHIN A 12"x 1/4" STEEL RETAINER RING, LEVEL TO WITHIN 1/8". THE SUBGRADE SFALL BE LEVEL, NATIVE SOIL COMPACTED TO 95% MAXIMUM DENSITY, WITH IN-SITU 30IL ONLY (NO FILL) UNDER THE ENTIRE RETAINER RING FOUNDATION. NOTE: THE TANK DESIGN AND SPECIFICATI(NS ARE BASED ON A WELDED STEEL TANK. MIN. 2' GRADE DITCH TO DRAIN 150.000 GA L L ON WATER SORA GE TANK - EL EVA TION 2" STEEL VENT PIPE WITH 24 -MESH SCREEN TANK ROOF 2" THREADED FLANGE WELDED IN TANK ROOF ROOF HATCH 1-1/4" STEEL VENT PIPE AND UNION MAZZEI AIR INJECTOR MODEL 2081-A 4" WATER SUPPLY RISER PIPE 4" TEE AND VALVE WITH VALVE KEY SECURED TO RISER PIPE TANK FLOOR 4x2x:' TWO TEE AND BALL VALVES TANK WATER SUPPLY RISER WITH A/R /NJECTOR NOT TO SCALE NOT R SCALE STEEL RISER PIPE INSIDE TANK TANK BOTTOM 5' 0" FOR 4" DRAIN 8" FOR 8" PIPE BACKFILL ALL TRENCHES UNDER THE AGGREGATE, COMPACTED TO 95% OF D.I.P. TO STEEL EXPANSION COUPLING INSTALL MEGA -LUGS ON ALL FITTINGS TANK WITH CLASS 6 MAXIMUM DENSITY TANK 5' MIN. COVER CLASS 350 DUCTILE IRON PIPE WITHIN 15' OF TANK TYP/CAL P/P/NG INTO TANK NOT TO SCALE 24" SHELL MANWAY (ONE ON EACH SIDE) ACCESS ROAD 12"x 1/4" STEEL RETAINER RING, 20' RADIUS ACCESS ROAD ROOF VENT WITH 24 -MESH SCREEN STEEL COLUMN STEEL RISER PIPES INSIDE TANK, SEE DETAIL A 4" •' IN RISER AT BOTTOM OF TANK 6" OVERFLOW PIPE SUPPORTED TO THE OUTSIDE OF THE TANK WITH BRACKETS. INSTALL A STEEL TO D.I.P. COUPLING ON THE RISER PIPE ABOVE GROUND. 6x4 D.I.P. REDUCER (UNDERGROUND) 5' COVER OVER DRAIN PIPE 4" GATE VALVE AND VALVE BOX ELBOW AND TEE 4" WATER SUPPLY LINE AND 8" WATER DISTRIBUTION MAIN IN COMMON TRENCH TO SUBDIVISION SEE DETAIL A REGARDING ACCESS HATCH, ROOF PLATFORM, LADDER, SAFETY CAGE, MANWAY, PIPING, ETC. 4" D.I.P. " GATE VALVE 8 D.I.P. " GATE VALVE 4" DRAIN PIPE WITH MIN. 2' COVER TO DA"LIGHT IN NATURAL DRAINAGE ACROSS ACCESS ROAD BELOW FILL SLOPE (APPROX. 100'), SCREEN PIPE OUTLET AND RIP -RAP CHANNEL FOR 30' BELOW OUTLET WITH 6" TO 12" ROCK, 12" DEEP 150,000 GALLON WATER STORAGE TANK - PLAN NOT TO SCALE 8" STEEL OUTLET RISER TO ELEV. 8" INSIDE TANK, WITH REMOVABLE SILT STOP ---��� STEEL TANK -V 8" GATE VALVE AND VALVE BOX 8" PIPE TO WATER DISTRIBUTION SYSTEM, D.I.P. REQUIRED WITHIN 15' OF TANK NORTH LOCKABLE, WATERTIGHT ACCESS HATCH 4" WATER SUPPLY RISER PIPE WITH AIR INJECTOR, SEE DETAIL STAINLESS STEEL HANGING LADDER INSIDE TANK SKID -PROOF ROOF PLATFORM / WITH BALCONY RAILINGS TANK DETAIL A - PLAN NOT TO SCALE 24" MANWAY LADDER WITH SAFETY CAGE, BOTTOM RUNG 8' FROM GROUND CONSULTING ENGINEERS AND HYDROLOGISTS N O O O co co 000N vrn O N (/) N O in 0Z� Z °) (nti) VI 0 o� o3Q Z �. Z _J U c0 0 M O .0N .— v) Lc) sxrn 00 m N O 0 M Q Mi IL W r(Y- REVISIONS DATE BY DATE 12/30/96 SCALE VARIES ENGINEER P. BELAU DWG FILE 423TANK JOB 384-02 SHEET OF 12 SHEETS 5520 5525 LINE DIRECTION DISTANCE L1 S80° 12'03"W 3.68' L2 N04°24' 12"W 7.90' CURVE RADIUS LENGTH TANGENT CHORD BEARING CE LTA 01 50.00' 83.25' 54.95' 73.96' 552°06'04"E 95°23'45" C2 200.00' 91.15' 46.38' 90.37' N17'27'36"W 26°06'48" C3 35.00' 60.33' 40.80' 53.13' N79'53'37"W 98'45'15" C4 50.00' 145.69' 437.28' 99.35' S45°47'38"E 166'57'14" 1" = 50' 2S • (9 ,, �r ', �1. & vV Ly ,9i� N PR❑VIDE ADDITI❑NAL COVER OVER PTPE AT FUTI JRE R❑ATl C'R❑SSIN❑ TANK BOTTOM EL. 5628.5+/- 1 N FXISTING TRFFS TO REMAIN 1 5540 0 1 RELOCATE IRRL6ATION\RUNOFF DITCH 1 \ %' 8n' f1F 18" CSP CHI VF •\k?'J 11 I I PC PT = 0+86 VPT: 100.00' VC 0 "-) VPI: STA = 5+36.43 VPI: ELEV = 5627.64 J w VPC: ELEV: VPT ELEV: 100.00' VC VPI: STA = 3+99.13 VPI: ELEV = 5608.41 M Q; M ELEV: �-- PROPOSED GROUND ORIGINAL GROUND VPT: VPI: STA = 0+75 VPI: ELEV = 5576.00 100.00' VC ELEV: VPC ELEV: 5628.5 5626.97 5619.5 Nt- Ln (D Ln 5615.53 5611.7 1 5609.02 5607.0 5603.50 5598.1 5598.50 5587.1 5593.50 5587.5 5588.50 5583.8 �cNi ri in Ln N N 00 LC) U) 5578.69 5581.6 5575.19 5573.0 50' OF 1F3" C:P CHL VERT 01 0 U 4+0 3+00 2+00 TANK ACCESS ROAD PROFILE INSTALL WIRE GATE IN OPENING IN RIGHT—OF—WAY FENCE 01 01 0 0 .� SCALE: 1 "= 50' HORIZONTAL, 1 "= 10' VERTICAL MIN. 15' OR 20', SEE PLAN 4% CROWN OR SUFFRELEVATION ns intividdi :;assimagerm s:::;angs:S:u:: agg.-.- i. MIN. 4" OF 1" CRUSHED ROCK GRAVEL MIN. 4' WIDE, 1' DEEP DITCH TYPICAL CROSS-SECTION NOT TO SCAL= 1+00 5640 5620 5600 5580 5560 0 0 N. 0+00 GQ N r-- 0 0 co co ooOh OU0) U N (n 0 In z� z� 0_` o o (n 00 0 00X • zLL zw L.1_1 —I r) _0N N � I X -C 00) 00 m 000 LL REVISIONS DATE BY 7/21/97 PJB DATE 12/30/96 SCALE 1"= 50' ENGINEER P. BELAU DWG FILE 423TN K R D JOB 423-01 SHEET 12 OF 12 SHEETS