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HomeMy WebLinkAbout15. Sewer Line E - sheet 1STATION N 6390.00 6420 6410 6400 639 8 DATUM FIFV 6385.00 FAO N CN Z MCFJ 3 1 CO 2 W Th O� \ SF N 2 5, VALVES X 8" TEE UST BLOCK 0+00 GENERAL UTILITY NOTES: 1+00 1. THE LOCATIONS OF 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 LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 2. ALL WATER MAINS SHALL BE INSTALLED WITH A 5'6" MINIMUM DEPTH OF COVER. SERVICES SHALL HAVE 5'6" OF 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. 2+00 3+00 NOTES - 6+00 1) PHASE III SEWER UNE CONSTRUCTION FROM EXISTING MH E-2 TO THE END. 3. 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. IF NEITHER OF THESE ARE POSSIBLE, CONSTRUCTION SHALL BE DIRECTED BY THE ENGINEER. 4. ALL MAIN LINE AND HYDRANT VALVE BOXES LOCATED IN THE ASPHALT SHALL_ BE BROUGHT TO 1/4 INCH BELOW FINISH GRADE ELEVATIONS. 5. ALL UTILITIES, 60TH UNDERGROUND AND 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. 6. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE R.O.W. AND THE SPRINGRIOGE RESERVE SUBDIVISION SITE. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE PRIVATE OWNER OR SPRINGRIDGE RESERVE SUBDIVISION REPRESENTATIVES. 0+00 8. THE CONTRACTOR IS TO NOTIFY WATER USERS 24 HOURS IN ADVANCE OF ANY WATER SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR CONNECTIONS. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND SCHEDULING, TO THE BEST OF HIS ABILITY, FOR THE INSTALLATION OF NATURAL GAS, ELECTRICITY, CABLE TELEVISION AND TELEPHONE UTILITIES. 10. ALL WATER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GARFIELD COUNTY PUBLIC WORKS DEPARTMENT. 11. ALL SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GARFIELD COUNTY PUBLIC WORKS DEPARTMENT. 60 0 a0 GRAPHIC SCALE 60 120 240 (INET) 1 inch = 80 ft. APPROVED FOR CONSTRUCTION 24040\PUD-FinalPlon\Cover Sewer E.DWC RR- INN i MATCH LINE SHEET 47 AD ELECTRIC WATER /RRIGA770N RY SEWER MANHOLE MANHOLE YDRANT VALVE SHUTOFF TER DRAIN MANHOLE POLE OLE NT ED SEWER MAIN ERGROUND ELECTRIC. VD CABLE MAIN R MAIN R MAIN R SERVICE R SERVICE TARY SEWER MANHOLE ED MAIN SEWER MANHO HYDRANT R VALVES PROPOSED ELECTRIC MANHOLE PROPOSED IRR/GA 770N PIPING PROPOSED DRAINAGE BASINS PROPOSED LOT LINES PROPOSED EASEMENTS PROPOSED PAVEMENT PROPOSED MILLED PA VEMENT 3/27/07 PHASE 1 & 2 AS-BUILTS C 5/12/05 GARFIELD COUNTY COMMENTS NO. DATE REVISION GARFIELD COUNTY SPRINGRIDGE RESERVE SOPRIS ENGINEERING, LLC. 2IVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81823 (970) 704-0311 JPP RTM BY PUD SEWER LINE 'E' STA 0+00 - 16+50 PLAN & PROFILE DES. RTM DR. RTM CK. YTN FILE NO. DATE 6/23/04 24040.01 SHEET 46 OF 85 64SU I - '9t' I- LLI L,..I 2 (1) MH -FR 6110 STA INV 15+86 IN 6426. W MH -E3 = Z PHASE I AS -BUILT PHASE III CONSTRUCTION STA 7+53 INV IN = 6404.95 INV OUT = RIM = 641 6404.75 �- INV RIM OUT = 64..x• = 6434.50 J - 2 .97 H0 FINISHED GRADE EXISTING GRADEPr Q MH -E5 STA 13+48 1 CULVERT 1 2 EXIS NG GRADE INV IN = 6419.20 INV OUT = 6419.00 -_ UTILITY LEGEND am _ -OE a+ 15" ADS N12 �l OE- EX/ST7NG OVERH' i MH -E2 STA 3+49 M M ' CULVERT 18 35 UG UG EXISTING GAS SO INV IN = 6.95.20 INV OUT = CC 6395.00 II N SEWER SERVICE MH -E4 STA 11+15 INV IN 6413.70 SEWER LOT 74 STA 15+02 SERVICE 1g1 F' FXiSIU4C bArEH EX/ST NG SEWER EX/STING WATER RIM = 6403.20 LOT 76 = -IRR IRR EX/STING RAW / �/ QS EX/S77NG SANI TA / NV 6403.17 -� © EX/S77NG WATER MH -Et STA 0+33 15" CULVERT ADS -N12 19 � SEWER SERVICE 75 SOR 35 ® EXISTING FIRE H w INV IN = 6390.35 INV OUT = 1390.15 / /EX/ST/NG - SEWER SERVICE LOT 79 e239% - STA 13+35 • - 2LOT 3A L.F WATER 400 EXISTING WATER _ • �� SE LOT STA R SERVICE 80 +6493 19 INV = 6398.03 Aoo LF. 3 s'D_ SCALE I-ORIZONTAL 181" = 60' MATCH LI X E �� / _---- F e SOF 3 ®2.31% SCALE HORIZONTAL HORIZONTAL VERTICAL 1" 1" = 60' = 6' EX/EXISI7NG GAS M M 0 EX/S77NG U777NG 0TY $ EX/S77NG LIGHT i INV -, _ L.f. ---- _ _ EX/STING PA IEMi = _ - __ LOT STA 77 8+69 SEWER6 SERVICE -5F W- -- --- b12 4f. 8 �. 35 49% CONTRACTOR TO NEXT MA TO EXTEND V HOLE. SEWER MAIN INV = 6408.33 LO STA IA4Y 11+20 =-6414 43 PROPOSED FORC -ETC ETC- PROPOSED UNG TELEPHONE A/ ' 1 L.F. 8 S. - -GAS-GAS- PROPOSED GAS -35 ®0.50% , SEWE' SERVICE 35' L.F. SS SS- PROPOSED SEWS EA ' WATER //�/ LOT ;1 LOT - w w - PROPOSED 7E STA +36 INV 6491.03 ss PROPOSED SEI+ "" PROPOSED WA TE OW �N N. a? E.5 m� OM Lo in OM NN o0� �Lo T Op �M 't Lo O1� 00 iI rnN to rt: NO 6 wt �p O Mm (V N� M Old Y) O� N VO b^ ON n) °1'N °' �^ O NN fV O,ry �O MN 6 N,O NN `T QS PROPOSED SANI QS PROPOSED FORC to �OOi OOOi M N M mCj Mm Mp M "� m O O(V <M "' O� m r) (N aM co nLci O �M < O �M m to < O �M ,o r no O �M �n 6 cu �M co • O, �� �n �Y .n d V N� ,o _.,... M ,n toO m y: co � u) co CrO 10 r h FIE ..,n,. 05 CE '° Oi Oi O iD (ID ,nsnn 0 _ N_ Na N N bco N 11.i.nn 6 N by co N_ m (0a 191!41 N N_ Nd' u N_ bto .o 1a4.nn N_ m coo0 p NN m con 14.+nn 6 MN 0 MN 0 Nd 1s�.nn MN Nto ,o MN e ton 1R,*nn MN ba m Ih PROPOSED FIRE wv � PROPOSED WA72 0+00 GENERAL UTILITY NOTES: 1+00 1. THE LOCATIONS OF 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 LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 2. ALL WATER MAINS SHALL BE INSTALLED WITH A 5'6" MINIMUM DEPTH OF COVER. SERVICES SHALL HAVE 5'6" OF 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. 2+00 3+00 NOTES - 6+00 1) PHASE III SEWER UNE CONSTRUCTION FROM EXISTING MH E-2 TO THE END. 3. 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. IF NEITHER OF THESE ARE POSSIBLE, CONSTRUCTION SHALL BE DIRECTED BY THE ENGINEER. 4. ALL MAIN LINE AND HYDRANT VALVE BOXES LOCATED IN THE ASPHALT SHALL_ BE BROUGHT TO 1/4 INCH BELOW FINISH GRADE ELEVATIONS. 5. ALL UTILITIES, 60TH UNDERGROUND AND 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. 6. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE R.O.W. AND THE SPRINGRIOGE RESERVE SUBDIVISION SITE. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE PRIVATE OWNER OR SPRINGRIDGE RESERVE SUBDIVISION REPRESENTATIVES. 0+00 8. THE CONTRACTOR IS TO NOTIFY WATER USERS 24 HOURS IN ADVANCE OF ANY WATER SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR CONNECTIONS. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND SCHEDULING, TO THE BEST OF HIS ABILITY, FOR THE INSTALLATION OF NATURAL GAS, ELECTRICITY, CABLE TELEVISION AND TELEPHONE UTILITIES. 10. ALL WATER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GARFIELD COUNTY PUBLIC WORKS DEPARTMENT. 11. ALL SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GARFIELD COUNTY PUBLIC WORKS DEPARTMENT. 60 0 a0 GRAPHIC SCALE 60 120 240 (INET) 1 inch = 80 ft. APPROVED FOR CONSTRUCTION 24040\PUD-FinalPlon\Cover Sewer E.DWC RR- INN i MATCH LINE SHEET 47 AD ELECTRIC WATER /RRIGA770N RY SEWER MANHOLE MANHOLE YDRANT VALVE SHUTOFF TER DRAIN MANHOLE POLE OLE NT ED SEWER MAIN ERGROUND ELECTRIC. VD CABLE MAIN R MAIN R MAIN R SERVICE R SERVICE TARY SEWER MANHOLE ED MAIN SEWER MANHO HYDRANT R VALVES PROPOSED ELECTRIC MANHOLE PROPOSED IRR/GA 770N PIPING PROPOSED DRAINAGE BASINS PROPOSED LOT LINES PROPOSED EASEMENTS PROPOSED PAVEMENT PROPOSED MILLED PA VEMENT 3/27/07 PHASE 1 & 2 AS-BUILTS C 5/12/05 GARFIELD COUNTY COMMENTS NO. DATE REVISION GARFIELD COUNTY SPRINGRIDGE RESERVE SOPRIS ENGINEERING, LLC. 2IVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81823 (970) 704-0311 JPP RTM BY PUD SEWER LINE 'E' STA 0+00 - 16+50 PLAN & PROFILE DES. RTM DR. RTM CK. YTN FILE NO. DATE 6/23/04 24040.01 SHEET 46 OF 85