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Home My WebLink About6.02 Potable Water PlanSTRONG P.U.D -POTABLE WATER PLAN Garfield County, Colorado VICINITY MAP NOTES: 1) All improvements to be constructed per CDPHE regulations. 2) All plumbing in accordance with CDPHE, AWWA and applicable building codes. 3) Improvements to be certified by engineer. 4) Final distribution system design and construction drawings by ZAO Engineers, Ltd. 5) All improvements to be field staked w/ contractor & located within easements. 6) Owner responsible for obtaining and required permits (NPDES) prior to construction. 7) Disturbed construction areas shall be revegetated. 8) Existing conditions provided by Bookcliff Survey Services, Inc. 9) Contractor responsible for locating and avoidance of all utilities. 10) All non -water related utilities shall be maintained in continuous service throughout the entire construction period. 11) The contractor shall be responsible and liable for any damages to, or interruption of, services caused by the construction. These drawings have been prepared for the client identified on the design sheet titleblock. Unless these drawings bear a signed engineers seal, they may be used only at owners sole risk. Property Boundary • I • Lot Boundary(typ.) i' yP•) PARCEL 1 ROW \ i MO I MOM t • Existing Building 1111111.1. This Drawing Not Valid Unless Latest Revision Initials Are Hidwritten N _ PARCEL 4 BUD'S WAY MIMI PARCEL 2 1 I 1111.11.11 111111.1111, 11111E111 11M111111 Original Drawing Preparation --r----' Description By ate Approved Date By Date Drawn Checked Approved Client Approved JDL CM 1-22-09 1-19-10 _/ • • PARCEL 5 . "1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PARCEL 3 l Existing Well MOM MIME NOM I COLORAD :NI,,.I INCOKPORATEDNG 1 1 1 1 1 1 1 PO Box 1301 Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 CLIENT OWNER/ DEVELOPER: GEORGE STRONG PO BOX 808 SILT, COLORADO 81652 PHONE: 970-625-0777 ENGINEER: COLORAD RIVER ENGINEERING INCORPORATED P.O. BOX 1301 RIFLE, COLORADO 81650 PHONE: 970-625-4933 FAX: 970-625-4564 PROJECT ENGINEER: CHRISTOPHER MANERA P.E. #30578 SURVEYORS: BOOKCLIFF SURVEY SERVICES, INC. 136 EAST THIRD STREET RIFLE, COLORADO 81650 PHONE: 970-625-1330 FAX: 970-625-2773 SHEET INDEX SHT# TITLE 1 COVER SHEET 2 SITE PLAN 3 TYPICAL WATER DETAILS 4 PUMP DETAILS APPROVED FOR CONSTRUCTION ►TRONG SUBDIVISION c/o George Strong PO BOX 808 Silt, CO 81652 SHEET TITLE COVER SHEET PP777STRONG SUBDIVISION FILE M:\Land Projects R2\777 -Strong Subdivis .- ., ',.I..w. EXHIBIT SHEET NO. OF 4 Revision LEGEND w Proposed Waterline Property Boundary Lot Boundary ROW -- Easement Boundary Exist. Overhead Electric Exist. Waterline Exist. Fence Exist. Underground Electric Exist. Underground Telephone Exist.Power Pole Exist. Storm Manhole Exist. Sewer Manhole 60 0 GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 Final construction drawings for distribution system to be provided by ZAO Engineers, Ltd. / PARCEL 1 'Ti /I ?'� ' / ,›.)> ` j .\j mo10- i 7`• \ / • • • • • • • • 1 1 - 00 These drawings have been prepared for the client identified on the design sheet titleblock. Unless the wings bear a signed engineer's seal, they may be used only at owner's sole risk. • • • • • • EXISTING BUILDING • • • • • • I/ • • PARCEL 4 BUD'S WAY 20' Utility Easmere 1 4 " Pure -Core PARCEL 2 15' Well & Waterline Easment +t_t3_i+_ {_ V_+ It.�l+_t,_} _fliMii il_r_l+�{{�3+_ t i 1=1} f;,._.. l .l_ _ t ..t, .. + }:._. 3 t . . 3 1 ._. I .3. __. { . 3._y _::{...., _,{� } _ l { + .{: _ 3 .{.. y::{.......I..{::. } , _� .{•...: { •3 # p _ __ {, __.i. i t { <.� 3 3 3 ,,. -_ 3 f ! ..t.l..__....}.:� t � I t� +..t: _ t +.�-{., _ t I'._ 1.1 _ i.p,_ {. { 3__ o -t + _ i { _ I i _ Pumphouse (see detail on Sheet 4,' 20' Utlity Easment PARCEL 5 1 1 1 1 1 PARCEL 3 100' Setback Vulnerability Assessment 4 No Sewer Lines, Septic Tanks, Leach Fields, Fuel Tanks, or other potential sources of ground water contamination ) Exist.I • � Well 1 1 1 1 — 1 I APPROVED FOR CONSTRUCT1O This Drawing Not Valid Unless Latest Revision Initials Are FanWritten Original Drawing Preparation N Description By 1 Cite Approved Date By Date 0 Drawn JDL 1-22-09 Checked Approved CM Client Approved COLORAD j'VE INCORPORATE') PO Box 1301 Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 CLIENT STRONG SUBDIVISION c/o George Strong PO BOX 808 Silt, CO 81652 SHEET TITLE SITE PLAN PROJECT 777 STRONG SUBDIVISION FILE M:\Land Projects R2\777 -Strong Subdivision\dwg\CREdesignFinal.dwg SHEET NO. OF 4 2 Revision SET LID 1" ABOVE FINISHED GRADE SURFACE UNLESS OTHERWISE NOTED. LOT LINE OR VALVE BOX FOR 4" VALVES SHALL BE 5-1/4" SHAFT, SCREW TYPE 2 PIECE w/ DROP LID, TYLER 6850 SERIES OR EQUAL. VALVE BOX FOR 2" - 3" VALVES SHALL BE 4-1/4" SHAFT, ARCH BASE w/ DROP LID, TYLER 6870 SERIES OR EQUAL.- M.J. GATE VALVE, N.R.S. RESILIENT WEDGE, 2" NUT, OPEN LEFT MUELLER OR EQUAL. (VALVE ENDS SHALL BE COMPATIBLE w/, PIPE MATERIALS) EASEMENT LINE VARIES 3' TO 6' ADJUSTABLE /CASING CASING BASE i� ANCHOR BLOCK TYPICAL CU WATER METER PIT STOP & WATER VETE. PIT SCALE: NONE TOPSOIL, FINE GRADE & SEED o cii AREAS OF CONSTRUCTION fx DISTURBANCE AS PER THE SPECIFICATIONS. PROPOSED GROUND UNE TRACER & WARNING TAPE CONTROL WIRE WHERE APPLICABLE SEE BEDDING DETAIL ABOVE SHOULDER. 1'-4" MIN 2'-0" MAX. WATER LINE TYPICAL WATER TE\CH SECTIO\ SCALE: NONE These drawings have been prepared for the client identified on the design sheet titieblock. Unless thes'wings bear a signed engineer's seal, they may be used only BOND BREAKER THRUST BLOCK UNDISTURBED SOIL 22 1/2°, 45°, 90° BENDS BOND BREAKER THRUST BLOCK TEE OR PLUG WATER LINE UNDISTURBED SOIL BOND BREAKER USE RESTRAINTS WHERE VERTICAL THRUST IS POSSIBLE THRUST BLOCK VALVES WATER LINE UNDISTURBED SOIL THRUST BEARING AREAS (SQ FT) PIPE SIZE 1-1/2" 2" 3" PLUG OR TEE * * 0.5 90' BEND * * 0.75 45' BEND * * 0.5 22-1/2' BEND * * 0.5 VALVE BLOCK 1.0 C.F. 1.5 C.F. 4.0 C.F. * PROVIDE 0.5 S.F. (BEARING AREA) CONC. THRUST BLOCK OR SOLID WOOD BLOCKING TO UNDISTURBED EARTH. TYPICAL THRUST 3LOC SCALE: NONE DETAILS LIMITS OF WATER MAIN CONST. (UNLESS NOTED OTHERWISE) AS REQUIRED i n 1 (BUIL G UMBING) FACE OF BUILDING INSTALL LID FLUSH w/ CONC 4'-C" VI\ C- ER ADJUSTABLE CURB STOP BOX - (WATER MAIN CONST.) IN LINE TEE GOOSE NECK CURB STOP, SAME SIZE AS SERVICE LINE. (WATER MAIN CONST.) frit =IIIT TYPE K COPPER SERVICE „f III"', LINE OR CL 200 PVC, SIZE AS REQ'D. (SEE SPECS) WATER S CONC BUILDING APRON OR 18" SQ x 4" THK CONC COLLAR. (BUILDING PLUMBING) COMPACTED CL 6 ROAD BASE WHERE REQ'D (BUILDING PLUMBING) 12" X 12" X 4" I 1.� CONCRETE BASE (WATER MAIN CONST.) II NOTE REFER TO BUILDING PLANS FOR SPECIFIC SERVICE LINE REQUIREMENTS & SIZE. CONTR. TO INSTALL SERVICE LINE FROM MAIN TO 5'-0" FROM FACE OF BUILDING INCLUDING CURB STOP. NICE EOH 3UILII\GS SCALE: NONE 2"X4" TREATED LUMBER SPACER: YARD HYDRANT RISER TO BE SECURED TO POST WITH (2) GALV. PIPE STRAPS/HANGERS. PLASTIC TIMBER FRAME: GRAVEL OR CONC. APRON 3 4" YARD HYDRANT: WOODFORD MFG. CO. MODEL #W34 w/ NIDEL #34HD ANTI -SIPHON VACUUM BREAKER. REFER TO PROJECT SPECIFICATIONS. 6" X 6" X 6' TREATED POST: WOLMANIZED (WOLMAN SALTS) PRESSURE TREATED WOOD TIE, OR APPROVED EQUAL. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. GRAVEL SPLASH BASIN: FILL WITH 1-1/2" MIN. WASHED, ROUNDED AGGRE. APPROX. 16 CU. FT. TO BE INSTALLED OVER 'MIRAFI' 140 -NS FILTER FABRIC. . SEE U-102 FOR LAYOUT FINISHED GRADE 'i=1111=11 lir 11=11=11=11=1--�n-n-�,-Ii-y ��-u- 114x'.11=11=11-11=0-,11-11 collo 11 -11,=11.=11=11=11=11=11=11=11=11=1111=11-1 �_- :11=1111=11=1.,.11=11�.11=11.-11 11=-411.11.11711.,1 -��=11 1 COMPACTED SUB GRADE WEEP HOLE 3/4" 90' BEND MIRAFI FILTER FABRIC 3/4" THR'D CURB STOP: WITH 1/4 TURN CHECK STOP, MUELLER #H-1500-2 ORISEAL III, INSTALL WITH 2" PVC VALVE BOX WITH RUBBER MARKER CAP. TO BE FIELD LOCATED. SLOPE TO DRAIN 12" SQ. x 12" DEEP GRAVEL SUMP, 1 C.F. 1-1/2" WASHED ROCK. 10,-0" EXCEPT AS NOTED. ELEVATION TYPICAL YARD HY DANT SCALE: NONE 0.6 Bc SHAPED BOTTOM STANDARD TRENCH DETAIL CAREFULL COMPACTS) SELECT BACKFILL SERVICE LINE; 3/4" CL. 200 PVC 3/4" THR'D DUAL CHECK VALVE: FEBCO #810, THR'D ADAPTER (TYP) SUPPLY LINE: 3/4" 'PURE -CORE' POLYETHYLENE PIPE #PE -3408, SDR -9, 200 PSI OR TYPE 'K' COPPER FINE GRANULAR MATERIAL 3E»I\G DETAIL SCALE: NONE OVER EXCAVATION (IMPORTED BEDDING, SEE SPECIFICATIONS) TRENCH DETAIL W/ IMPORTED BEDDING* COMPACTED CL. 6 AGGREGATE OR SCREENED 3/4" MINUS AGGREGATE (FREE DRAINING) SELECTION MADE DEPENDING ON SUBSURFACE CONDITIONS. 1/2Bc )MPORTED BEDDING MATERIALS MAY BE REQUIRED PER MANUFACTURERS SPECIFCATIONS 1 /4Bc, 4"MIN. APPROVED FOR CONSTRUCTION IN LINE TEE A owner's sole risk. This Drawing Not Valid Unless Latest Revision Initials Are Handwritten Original Drawing Preparation C0)1L4\ORAJD illSTRONG p IVE PO Box 1301 Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 CLIENT SUBDIVISION George Strong 9 9 PO BOX 808 Silt, CO 81652 SHEET TITLE TYPICAL WATER DETAILS SHEET NO. OF 4 3 Revision No. Description By Date Approved Date By Datec/o AX Drawn JDL 1-22-09 Checked CM 1-19-10 / \ Approved Client Approved 81;n-, �/_ ( 7 lG N 1 . I INCORPORATED PROJECT A 777 T R O N G SUBDIVISION FILE M:\Land Projects R2\777 -Strong Subdivision\dwg\CREdesignFinal.dwg / \