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HomeMy WebLinkAbout1.2 PlansGARFIELD COUNTY,, COLORADO P RO'-'EC T LAYOUT SCALE : 1 " = 30 0 ' OWNERS: MONUMENT RIDGE LLC 1586 COUN TY R OAD 3 0 0 P ARACH UTE, COLORADO 81635 PHON E: (9 7 0) 258-2042 SECT IONS 2 &II, TCINNSHIP 6 S, RANCE 93 W. 6TH P.M . VICIPllTY MAP SCALE ; 1" = 2000' SHEET INDEX SHEET NUMBER TITLE 1. ---FPLAT MAP 2. FPLAT MAP 3. FPLAT MAP 4 . GRADING, DRAINAGE AND EROSION CONTROL PLAN 5. MONUMENT RIDGE ROAD PLAN AND PROFILE SA. DRY CREEK ROAD PLAN AND PROFILE 58. MONUMENT GULCH LANE PLAN AND PROFILE 6. MASTER UTILITY PLAN 7. CENTRAL WELL SYSTEM DETAILS 8. IRRIGATION PLAN ENGINEER: HIGH COUNTRY ENGINEERING INC. CONSULTING ENG I NEERS AND SURVEY ORS 1517 BLAKE AVENUE, SUITE 101 GLENWOO D SPRINGS, COLORADO 81601 (97 0 ) 945-8676 LEGEND EXISTING PROPERTY LINE - - - --EXISTING EASEMENT -5601 -EXISTING MINOR CONTOURS -5600-EX ISTING MAJOR CONTOURS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS -> -· · · -EXISTING DITCH FLOWLINE EXISTING CULVERT EXISTING ROW -----------------EXISTING ROAD EDGE ROAD CENTERLINE EXISTING ROAD PROPOSED GRAVEL ROAD CONTOUR INTERVAL = 5' GRAPHIC SCALE 200 O 1 00 200 400 BOO ~--I I 1-~1~~~~1 ( IN FEET ) l inch = 200 fl. GENERAL NOTES 1. THE LOCATIONS OF KNOV!'N UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROlnDED BY UTILITY COMPANIES, ANO ACTUAL FIELD LOCA TIONS IN SOME INSTANCES. THESE UTILI TIES, AS SHOWN, MAY NO T REPRESEN T ACTUAL FIELD COND1TIONS . IT IS THE REsPONSIBILITY OF THE CONTRACTOR TO CONTACT All UTILITY COMPAN IES FOR F1 ELD LOCATIONS OF UTILI TI ES PR IOR TO CONSTRUCTION AND TO VERIFY LOCATION AND DEPTH BEFORE WORK BEGINS . THE CONTRACTOR IS RES PONSIBLE FOR THE PROTECTION OF ALL UTILITIES DURING CONSTRUCTION. 2 . IT IS THE CONTRACTOR 'S RESPONSIBILITY TO COORD INATE AND SCHEDULE ALL EARTH WORK , ROAD CONSTRUCTION AND UTILITY CONSTRUCTI ON . .3. ALL EXCAVATION FOR RETAINING WALLS , UTILITY TRENC HE S, ROADWAY AND DRAINAGE FACILITIES SHALL MEET OSHA REQUIREMENTS. 4 . ALL CONSTRUCTION ro BE IN CONFORMANCE WITH THE LOCAL GOVERNING ENTITY'S RULES ANO REGULATIONS. 5. COMPACTION OF ROADWAY fJUST BE ATTAINED AND COMPACTION TEST RES ULTS SUBMITTED TO THE ENGINEER PR IOR TO ACCEPTANCE . 95% STANDARD PROCTOR IS REQUIRED FOR All ROAD CONSTRUCTION AND TRENCH BACK FILL UNDER THE ROADWAYS, UNLESS OTHERWISE NOT ED. 6 . All UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE f.AAINTA INED IN CONTINUOUS SERV1CE THROUGHO UT THE EN TIRE CONSTRUC TI ON PER IOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR: SHALL BE RESPONSIBLE ANO LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION Of, SER \l\CES CAUSED BY THE CONSTRUCTION . 7. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATION S TO THE AREA 'MTHIN THE MONUMENT RIDGE SUBD1V1SION. THE CONTRAC TOR SHALL NOT OPERATE OU TSIDE TH IS AREA WITHOUT THE PR IOR CONSENT OF THE PROP ER TY Ov-iNER INVOLVED . ANY DAfJAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE Ut..l l TS 'MTHOUT THE PERMISSION OF THE PRIVATE PROPE RTY OWNER 'MLL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8 . ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN ALL DIR ECTIONS. 9 . IT JS THE RESPONSIB ILITY OF THE CONTRACTOR TO ALLOW MOVEf.AENT TO ALL EX ISTING ACC ES SES DURING CONSTRUCT ION . 1 o. IT IS THE RESPONSIB ILITY OF THE CONTRACTOR TO AVOID PO TE NTIAL POLLUTION FROM CONSTRUCTION EQUIPMEN T AND THE STORAGE OF ON -SITE MATERIAL S. 11. SOI L S THA T ARE TRACKED OFF THE SITE ARE TO BE CLEANED UP ON A REGULAR SCHEDULE . 12. ALL MATER IALS AND WORKMANSHIP SHALL BE SUBJEC T TO INSPECTION BY THE OWNER AND ITS REPRESEN TATIVES . THE O'WNER RESERVES THE R1CHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE APPROVED DRAWINGS AND SPECIFIC.A. TIONS. 0 0 0 FLOW 0 -0 0 0 0 1. 15' .1 " "'-~ ~ ' --BALES ) .._ ~ EM BEDD ED 4" TO 6 " SEDIMENT A llON CONJROL HAY CHECK DAM N.T.5 . EVECE TA TE ALL SIOES-.--_:.::::::::=--=:::::::- AND BOTTOM OF ROAD DITCHES INCLUDING CHECK DAMS NATURAL CHECK DAMS 6" HIGH AS SHOl'<N ON GRADING PLANS -. NATURA L CHECK DAM DETAIL N.T.S. (CHECK C\M (TYP.) f j TYPICAL COMMON ACCESS FROM EXISTING COUNTY ROAD PROFILE N.T.S. 50' RADIUS T YP. ~ 12· TYP . . · ..... . . . ... · .. . .... . ... '· ... ' . ' . '·, . : . . . . . . 12' OR 20 ' TYP . TYPICAL COMMON ACCESS FROM EXISTING COUNTY ROAD PLAN VIEW N.T.S. >-0 Cll "' 0 ~ z w "' "' 0 u "-z "- 0 ~ iii Cf) -0 > u w "' 0:: <( ci '-' "' w "- Cf) z 0 iJj 5 w a:: z - u _J _j 0 WU (j . OW -f-a: ::> I-I zu w~ ~ <l'. ::> 11. z 0 ~ PROJECT NO. 2000060.0 1 4 "' .. "' .. "' "' .. "' g 0 + 5477.0 g I 5 477.0 1 i\1 ~~ ... " 0 0 "' I 0 STATION' 1+00 ' E .,-,---~~ ;P\11 STA -1+12 ! LEVATION' 54f7.00 \P\11 ELEV -54n \ I 5480.2 5478.69 !t'.' \ 5481.9 g 5 460.59 ;:: ~ I .... 0 n "' 0 0 0 "" z e1 "' c z "" r -..., I a "' I "'0 " " I Zo en~ I ;rj 0 l 0 N ' ' z-I ~~I -<I . "n I ..., "' I 0" ""' I oc I er -o< I """ -~, I I ~ ! I I I I . I I I l i I ' I ! 1\ l \ \ \ \ \ I I ! 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UTILITY NOTIFICATION CENTER OF COLORADO 8 ~ 0 '-0 m PARACHUTE, CO t 4 INVERNESS DRIVE EAST, STE F·l 20, ENGLEWOOD, CO BO 112 · PHONE (303) 92&0644 FAX C303) 9250547 CHECKED BY. 3/1/05 REVISIONS PER GARCO STAFF COMMENTS. DRD 1-800-922-1 987 Ul 0) q ~ z 0 0 -. MONUMENT RIDGE SUBDMSION PROPOSED CUL-DE.SAC PLAN AND PROFILE ::> 1517 BLAKE A VENUE, STE I 01, GLENWOOD SPRINGS, CO 81601 PHONE (970) 945-8676 FAX (970) 945,2555 WWW.HCEN&.COM .... ""' RON DATE: 2-21-05 FILE: PP-01 " OR 534-067001N METRO DENVER CALL 2-BUS!NESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FORTI-IE MARKING OF UNDERGROUND MEMBER l.JTILmES 1 ~ ~ .,-------.LEGEND>----~ ~ ----...... 30" CMP CULVERT~ / --8 499 - --8500- EX I STING 1' CONTOUR EXISTING 5' CONTOUR PRO PO SED GRAVEL ROAD EXISTING GR AYi::L ROA D PROPOSED CULVERT PRO POSED CENTERLINE I \ -PROPOSED LOT AND R.0. W. LINE PROPOSED DRAINAGE DIRECTION \ ~ '"'"o ---40 LF OF 30"o CMP CULVERT W1TH F.E.S. INV IN=5441 .34 INV OUT=54 39.63 2' 8'---+---B' _____ _, 2' SHLD SHLD 37. SLOPE 33 SLoPE J ., . """4x ·, , , ·. . :• _, .• ··~. . 3.·' "" " + "' " ~'/ ~ -~==~:::::::;::====-~~--~~~::::~.~"}c~L~AS~S~6~A~GG~R~E@G~AT~E~B~A~S~E---------=:::::o~Ax~ ,, !..~~/;::_ 1 CO P CTED TO 95% .::;,>;: '/1:(/f-"-COURSE M A • ;-//,, ,f,:'.-0/,", "'-" STA NDA RD PROCTOR • y>--.'' /"- . 3 I 1-../j.:! 5480 5460 544 0 Co a" PITRUN MATERIAL ~ -- COMPAC TED TO 95% 5 f ANDAR D PROCTOR STA BILIZED SUBGR AD E PER GEOTECHNIC AL ENGIN EE R DRY CREEK ROAD SECTION ' ~ ~ + ; t'i .. iii : N.T .S. NOTE : J QR MORE DRIVEWAYS SERVED . P"1 STA • 1+75 P"1 ELE V = 5457.27 A .D. • -3.00 K • 20.00 60.00' vc i--A ---- "' E "" "' "' ... "' ~ ~ w + ~ N Yi iii ~-11~-. 't' ~ ' O> .... oi ... ... "' .·.1 > ID -- ... . - -1J PVI ELEV = 5445. 77 A .O. = 7.22 K • 9 .70 ' 70.00' vc ' !::'--.... "' + ... ~ ... ., ... "' oil i §; ~ ..., ID ~ . A .2A.,_ JO "• CM P cULVERT INV IN=54' 1.34 INV OUT= 5~39.63 0 + LOW Pl I NT ELEV • 5443.10 LOW P< INT STA • 3+57.41 p ~ STA = 3+62 PVI ELEV • 5442 .04 A.D. • 9 .53 " -~· .. 90.00' vc l) " - ' ' ... :;: 1' -, :-:: ~ .... + .... ... ... "' "' ~ "' w §; w (J ~ ID > w ID .. _0 5% II --(.) Cl- _J1 J / 8'-12 ' 23 SLOPE 27. SLOPE \__ 4• GRAVEL BASE (MIN .) S TABILIZED SUBGRADE PER GEOTECHN ICAL ENGINEER DRIVEWAY SECTION N.T.S. OTE: N OT TO EXCEED TWO DRIVEWAYS SERVED . PVI ! ITA = <4j-56 PVI ELI v -5416.98 A.D --4.:.5 K • 16.08 ' O> c; N ...: + ~ ... I' "' (J ~ > w w -ASBUIL T DESI N FIT ELEV. • - EXISTING ROAD ELEV . --ASBUILT DESIGN FIT E L~V. PATllJI ELE 5430 v "' .... . "' "' . ~ :ri "' ;;'; 1+00 .,. ., . "' O> • "' "' ... "' "' ;;!; "'O> "' "' ... :ll ..... «) "? .... ... .... ..... ... ~ "' ... ....... ... "' ...... "' ;;'; "';;'; "' "' 2+00 3+00 ... "' N--· ... "' ... l "' "' «> 0 -"' ..... ·O "' . .... .... "' ...... ...... ... .... "' ... "' :;!; "' 4+00 DRY CREEK ROAD STATIONING IS FROM LEFT TO RIGHT ~ :ll <O"' . ., .... . ..... ... .... ....... ...... ....... "' .. .,., :;!; "' 5+00 / _/ \_ 0 + ;:; "' II / CURVE ~ADIUS LENGTH CT 50.00' 55 .23' C2 200.00' 21.63' C3 200.00' 17.28' C4 200.00' 31.64' C5 200.00' 11.89' C6 200.00' 3.19' C7 200.00' 8 .74' "' ;;; ~ ;t ... II "' I < > (/) ~ ..., 5 0.. 5 0.. I 9n" - , ERTICAL SC) LE=1" = 10' I ~ORIZONTAL ~ CALE= 1" = 30 N «> .... "' NID "!mo . "' ..... oi-: ., . «> . ~i .... ., .... «> .... O> ...... ... ... ....l "' :;!; "' ... "' "' "' 6+00 7+00 GRAPHIC SCALE ~ 0 ,, ~ 00 120 I ~'9w·-~-~-~1 -1·---:111 ---- CURVE TABLE TANGENT CHORD 30.81' 52.47' 10.83' 21 .62' 8.64' 17.27' 15.85' 31.61' 5.95' 11 .89' 1.60' 3.19' 4.37' 8 .74' !N FEET ) 1 Inch = 30 rt. D D D D 1. --"' -- D FLOW D 15' .. I ""' 1 EMBEDDED 4 • TO 6" D D SEQ!MENTATION CONIBOL HAY CHECK DAM N.T.S. BEARING DELTA N 25'D4'04" E 63'17'23" s 53'36'52" w 6'11 1 47" s 48"02' 30" w 4'56'56 " s 41'02'06" w 9 '03'52" N 38"12'23" E 3'24'26" N 40'22'02" E 0·54'52• s 39 '34'21" w 2'30'13" ~~to I -o Ol 0: ~ .J '7 Iii oO N:::;; zU (\J z 5"" oi-~08 §~0§ :ltj ~ ~ () Ill 0: 0 1ii 0 a:: 0 ui f-z w :::;; :::; 0 u "'-z "'- Q <( f- UJ (/) > 0 u L1J "' 0:: <( " "' w 0.. (/) z 0 ()j 5 w a:: ~ "' 0 '-- 0 ~ "' 0 z 0 z 0:: ;.; 0 .. 0:: >'O .. I u .J ~ u .J 0 WU c:l • OW -l-o:: ::J I-I zU w~ ~ <( ::J 0.. z 0 ~ tJ ... :a ~ o->~(!)~ ~w ~s Cl 0: ;!;~~'" <ll(!l Jll ~ ·W :::;; c "ii:'" i5 ::i; m::io::c ooz z >-lL:> -ll!wo gi i;;;o: qi 0 (!) "'""5 "' w w :J ai 1j Cl () 5 Ill N 9 ~ 01 N D.. ~ ~ ~ PROJECT NO. 2000060.0t SA I • "' \ PROPERTY LINE \ \ ~ R50' L 15 ' UT IUT AND DRAI NAGE EA EMENT \ ~ \ ' \ \ \ \ \ \ 2 0' UTILIT Y A ND \ 25' EXISTING EOR DRAINAGE E A S E M~ _J ,!? ... --\---R1 5' 30' R.O.W. 2' GR AVE L SHOUL ~ \ R1 5 ' ""<t. \ f AVE L S HOULDER "" ~ "' ', f ', ~ \ ~ ----~ \ L -------·-- MONUMENT GULCH LANE PLAN VIEW 2' SHLD ~----e· ----le----e· ------1 a,'1o SLO?~ : .. ___J 1 3 33 SLOPr:: .3Y. SL OPE .... ' . , .. 4" CLASS 6 AGGREGATE BA SE COU RSE COMPA CTED TO 95~ ST ANDAR D PR OCT OR -8 " PITR UN MA TERI AL COMP ACT ED TO 95% STANDARD PROCTOR -STA BIL I ZED SUB GR ADE PER GE OTECH NICAL EN GIN EER 2' SHLD MONUMENT GULCIJ LANE ROAD SECTION N.T .S. .. "' 1' N ~-ca ~ "' < "' I II > ~ ,, ~ 1 5 ll. ----11.l =- ... "' - N <ij \I .... --_4 ,9~ - "' "' '" "' ,;, .:.; \I .... PVl STA -1+82.17 P\11 ELEV • 5471 .50 A.O. --2.95 K • 22.0 3 65.00' vc • ~ - ' ... "' ., ;:I .,; "r ... .. - ~ ~ > "' <D -" ,,. V!ERTICAL SCA· E: 1' = 10' "' ,,..,, .N . "' .. ., ..; "' 'fJ ~ .. "' "' "' J+OO HORIZONTAL 1CALE: 1' " .... o" "' .... ·-. "' .- 0 cd n · ... "' "' "'o 00 N .... ..... .... ... "' "' "' .. "' ... "' "' 2+00 MONUMENT GULCH LAN E PROFILE VIEW STATIONING IS FROM RIGHT TO LEFT = ' \ 8 c: z ~ I ~ ~~ r- I I . I l 5485 ~66 .67 30' -.; "' ... "' DA1'UJI KLJ /!445,00 1+0 0 ~- '-----... ~---\ \ \ \ COUNT< ROA D 303 --- • "' ___J 1 3 r--------a·-12' 2% SLOP E 2% SLO P ( \_ 4 " GRAl/E L BASE (~I N .) STABI LIZED SUBGR ADE PER GEO TEC HNICAL ENGINEER DRIVEWAY SECTION N .T.S. NOT E: NOT TO EXCEED TWO DRIVEWAYS SERVED . ---6500- ~ ~ EXISTI NG 1' CONTOUR EXISTI N G 5' CONTOUR PROPOSED GRAVEL ROAD E XISTI NG GRAVE L ROAD P ROPOSED E ASE ME NT LINE PROPOSED CENTERLI NE PROPOSED LDT AND R.O. W LINE PROPOSE D EDGE OF ROAD PR OPOS ED EDG E OF SHOULDER GR APHIC SCALE ., 12 0 I I IN FEET ) 1 i nch 5 3 0 ft. 0 0 0 -F LOW D D D D D I 15· ~ -"---~ 1 BALES ~ -;;:::: EMBEDDED 4" TO 6" SEDIMENTATION CONTROL HAY CHECK DAM N.T.S. w z ~ u u.!:3 ~5g§ Oo !'-ffi C ·Z§ ~~CD c .:~~ u Ol 0 z~ o:: ii: 0 c:: ~"'~ill ;::...J ";" ti o O N ;i: < -w ::E zU Nz o~:i::w ~~~8 lli Cl ,_. :i: :>O::C o o z -w 0" z>-ll..~ S!z o;i 8 (ij w ~O :JO::<ll: :l l:J ~ ~ il:2>!E () Ul w()w 0:: :J 1D15Cl 0 () 5 ~ ci z IO ~ >= 0 Q 01 >= ~ m a: ~ ~ m 0 0 C')l ll. ~ ! N ~ ~ 0 0 ti: • N 0 ---~ 0 z ID - 0 ID -u 0 0 .. ~ 8~ [fl!! ~ ~~ ~§ OI Ill Ill Ill "i;J a~ Ill ~g ~SS ~ il~ ~~~ ~ ~~ ~~~ z -~ 2;~ Ill liiN ~ > :i~ .s It ~g g:~ 1--~~ z~ z 1110 ~o Ill :i: :i: :J ~a. ~a. 0 ~ ID 0 -t: :c ~ -:c u _j _j 0 WU (9 • Ci w -J-n:: :J I-I zU w~ ::!: <( :J D.. z 0 ::!: "' Ill -- P ROJE CT NO. 2000060.01 SB I'\ LEGEND ---Erc;----ETC--- ---UT ----UT--- --et • l2l PROPOSED GRAVEL ROAD EXISTING ROAD EX ISTING DI TCH CENTERLINE EXISTING OVE RHEAD ELECTRIC PROPOSED E~EC TRIC, TE LE PHO NE, CABLE EXISTING FENCE PROPOSED UNDERGROUND EL EC /TELE/CABLE/GAS PROPOSED LOT LINE EX ISTI NG PR OPERTY BO UN DARY PROPOSED WATER SERVlCE PROPOSED DO MES TIC WATE R WELL EXISTING TELEPHONE PEDESTAL EXISTING PQ\\ER POLE x x / x I NOTE S: 1. 11"E LOCA TIONS OF UND ERGRO UND AND OVERHEAD UTILI TIES HAVE BEEN PLOTTED BASED UPON UTILITY MAPS, 011"ER INFORMATION PROVIDED BY UTI LITY COMPAN IES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES . THESE U TILITIES, AS SHOWN, MAY NO T RE PRESENT ACTUA L FIELD CONDITI ONS, AND SOME LOCA TI ONS AR E UNKNOWN . IT IS THE RES PONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTI LITY COMP ANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONST RUC TI ON. 2. ALL CONSTRUCT ION TO BE PER CURREN T GARFIELD COUNTY SPEC IF ICA TIONS . 3. ALL UTI LI TIES , BOT H UNDERGROUND OR OVER HEAD, SHA LL BE MAINTAIN ED IN CONTINUOUS SERl.1CE THROUGHOUT THE ENTIRE CON STRUCT ION PERIOD, EXCEPT AS NOTED IN THE SPECIAL COND ITIONS. THE CONTRACTOR SHALL BE RESPONSIBL E AND LIA BLE FOR ANY DAM AGES TO, OR INT ERRUPTION OF , SERVICES CAUSED BY THE CONSTRUCTION . 4 . THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO TH E AREA 111THIN THE MONUMENT RI DGE SUBDll.1SION SITE. CONTRACTOR SHAL L NOT OPERATE OUTSIDE THIS AREA \~THOUT TH E PRIOR CONSENT OF THE PROPERTY OWNER INVO LVED. 5. ANY DA MAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OW NER OR MONUMENT RIDG E SUBDll.1SION OWNER 111LL BE THE RESPONSIBILITY OF TH E CONTRACTOR. 6. THE CONTRACTOR SHALL AT AL L TIMES KEEP TWO FULL SETS OF CONTRACT DRAWlNC5 MARKED UP TO INDICATE All AS-BUILT CONDITIONS. THE DRAWINGS SHALL BE PR OVIDED TO THE OWNER AN D lHE ENGINEER UPON COMPLETION OF TH E WORK. WHER E PRACTIC AL , THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUME NTS TO All FITTINGS, VALV£S , MANHOLES, AN O THE END OF All SER VI CE LIN ES. 7 , ALL MATER IALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY lHE OWNER AND ITS REPRESENTATIVES. THE OINNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE APPROVED DRAWINGS AND SPECIFICATIONS. I n (I I I x x x J I I I I I FENCE I FLOWLIN~/ DITCH ( I I 24" CMP PROPOSED ELE,TRJC -m....--- SERVICE <TYP f I I ( x I ) FLOWLINE DITCH EXISTI NG OVERHEA ELECTR IC PROPO SED SHARED DOMESTIC WA TER WELL COMPLETE IN PHASE 1 PROP OSED WATER SERVlCE ("NP.)---' I I I r---_:[ MAY BE REMOVED PROP ATER SERVlf ( .) LOT 3 I I LOT 2 PROP SEO HARED >< ATURAL G.f>S LINE FENCING MAY BE REMOVED LOT 4 \._DILAPIDATED FENCE ! j, ~ ~ TING RHl'A D CTRIC 8. THE ENGINEER AND THE OVYNER ARE TO BE NOTIFIED 9Y lHE CONTRAC TOR AT LEAST 48 HOURS PRIOR TO ANY UTIUTY CONSTRUCTION. 9. AL L UTILITY TR EN CHES SHALL BE COMPACTED TO 95% STANDARD PROCT OR AND COMPAC TION TEST RES ULTS SUBMITTED TO THE COUNT'I AN D THE ENGINEER PRIOR TO ACCEPTANCE. 10. ALL CONDUIT, PULLBOXES, VAULTS , APPURTE NANCES AND TRENCHING FOR THE SHALLOW UTI LITIE S SHALL CONFORM TO EACH SP ECIFIC UTIUTv'S RULES AND REGU LATI ONS, THE CONTRACTOR WILL COORDINATE THE SHALLOW UTILITY INSTALLATION WITH : EUECTRIC: HOLY CROSS ELECTR IC ASSO C., BUZZ OUACO (970) 945-5491 11. ALL SH ARED WELLS AND SERVICES AR E TO BE LOCATE D WITHIN DESIGNATED UTILITY EASEMENTS AS SHOWN. FOR AL L \>ELL DETAILS, REFER TO SHEET 7. --..:.(? 200 0 •oo ~; I I --Ill'----x ------x ------x -.--- FENC:/ x PROPOSED SHARED DOMESTIC WATER WELL x\ x LOT 17 \ ) f DITCH ~ ""~" I LOT 16 / I / / I PROPOSED SHARED I DOMES TIC WATER WE LOT 15 PROPOSED UNDERGROUND / ELECTRIC H1:Es~'""-'~=:--,:===~-;::;;;===:---=--~~ ~PROPOSED ELECTR IC SERVIC E <TYP.) LOT 9 PROPOSED OVERHEAD POIJER POLE CTYP.) LOT 8 x IND IVIDUAL WELL LOT 10 GAS VALVE BOX FLOWLINE DITCH BE EXISTING OVERHEAD /ELECTRIC ES NA TUR AL GAS UNE LO T 13 PROPOSED WATER f SERVICE I PROPOSED SHARED QOMESTIC WATER WELL LOT 14 12' WIDE DIRT ROAD LOT 12 FENCE x _J I " _J l J I I OT 1 I I x I ' ~I &:~M Ir .,~, 1--*---- .., ES PROPOSED ELE TRIC ~ SERVICE <TYP.) ~ J 11 "~ 11 I ( SEWER MANHO LE l_J_ \NV 36" OUT CMP POWER PO LE I I POWER POLE CONCRET WALL >< PROPO SHARED /// DOMEST IC,TER WELL /// LOT 6 146" CMP x---rx---i.L_ LIGHT POST FENCE TOP OF 24" CMP EXISTING OVERHEAD ELECTRIC 11 t~'"'"" " WELL LOT 11 GUY WIRE @PP 3 GUY WIRES 24" CMP GRAPHIC SCALE 200 "' BCC I I I IN FEET ) inch :::::; 200 ft. z Q tll ~ a: ci z ~ ;.: tll 00 I • 0 z - u .J .J 0 WU (.9 -Cl w -I-0:: :J I-::c zU w~ ~ <( :J a. z 0 ~ IO ;.: ~ Q 00 0 ~ ~ N ~ ~ 0 N z 0 -ti) ~z a:S a::I 0.. ~t llJ ..J (!) -9~ a:: a:: I-llJ ZJ;; llJ < ~~ z 0 ~ PROJECT NO. 2000060.01 6 Q =i ::E CENTRAL 'WELL SYSTEM FI GUR E 1 SCHEMA TIC (Not t o Seo.le) -----$+$------- To Be Construct ed And Moi n toin ed By Homeowner Curbstop To Be Locote d At Property Line 4r' Pumper connection pe GVFPD Speci fi cations 3000 Gallon Storage Tonk See Detail Figure 4 Residence I "I C · ·-' __, I i ~1 c: I " . E l Q) 1 "' 01 w, >.' "" I :-= i ~, :::J ! Pressure Tonk with Pressure Switch 2" SCH 40 PVC I To Be Construc ted And Ma intained By Developer (I nc lu d ing Curbstop ) v :;:: 0 ~ c: " u c 0 " 2 Pai r u 16 Go c "' "O Shielded "' Jacketed " °' Con t rol ~ Wire " .s::. ~ 0 0 ,_ --< 0 0 ~ ,,. <1> • Al Central Wel l and NEMA 4R Co n t rol See Detail Fig ure \_Mele r Vault Panel 2 Power Supply To Pressu re Pump 4" SCH 40 PVC <1> ~. See Det a il Fi gure 3 Pr essure Pump In __ Tonk Or In House Controled By Pressure Switch Q. <1> :J n ,,, 0 :J n " :J ~ • a ::;; ~ •ALL VELL DETAILS PROVID ED BY ZANCANE LLA AND ASSOCIA T ES , INC . NEMA 4R Control Po.ne l HAND/OFF /AUTO Cycle Meter &. TIMer ~ 'WELL HEAD FIGURE DET AIL 2 (Not to Seo.l e) Co.s ing o. t least 12 in. o.bove gro.de Slope f'lno.l gro.de 20' Min . 24 Slope · .. ·~ . .. -:,·,.. ;,: ... ~ .': .: : ~··, .. ~· '.•.·."··.~·d .•' ectrlco. co. le in conduit to contr"ol o.ne\ Electric c o.ble t o puMp Connection to 2• PVC \ine t o Me ter pit Pressure tinr.? : ·". · .. ,. Torque stop Co.sing SubMersib\e punp So.n i"to.r y we ll seo.l _,,,.,-wl go.lv . s t eel vent / pipe a nd 24 Mes h ~~~ bro.ss bug screen :• .. 2% Slop• Holc:l-ciown p ipe Electrlco.l cabl e to.peel to drop p!pe every 10' Concre t e Po.cl 4'X4 'X4 .. (Min.) Center-ed on \Jell Fence surrounding well heo.c:I for pr"ot ec t ion Mo.o.ss Pitless Adaptor J 68-15 6" dio 1 1/2'" \.Joter Outlet I!. Drop Pipe Che ck vo.lv e Sofety cob!• Approved Grou t -40' Min. *ALL \JE L L DETAILS PROVIDED BY Z ANCA NE LLA AND ASSOCIATES, INC . 'WELL HEAD FIGURE DETAIL 3 (Not to Seo.le) -----5~.0'----- 4" Lines To lndiviciJal Lot Boundaries : ... . . ·.·.ll .. . .. : .... .• l" 4 2 Pumer Connection Per Fire lis tr i c t Specs. Power upply From Houseo Pump Line O ~To House ·, ! ·•' .... ·:.. . ' . . . •. ' .. ....... 4 ._ •·. . •.• · .. , • •• .. .. '4 ~..o-+--:.· :C:." ••• " • ~· .. ··· . ~. • ~. . . • •• 4 • • .. , .. ·.~······ •. ~ ·.,.. :T ·' ... .. •.' .. .. ...... Spece For Additional Me t er Setup I f Fourth Lot Is To Be Served 2" Line From Central Well 60" 1.0. PRECAST CONCRETE VAULT STORAGE TANK FIGURE SCHEMA TIC 4 Wa t er Level (Not to Seo.le) Manho le Accessib l e By Fire Pump Truck Snorkle Pump Start Float Switch 3000 Ga l lon Storage Tank KEY © 4 " X 1" SCH 40 REDUCER ® 1" SCH 40 PVC BALL VALVE © 1" DO LE FLOW CONTROL VA LVE -SIZED BY Dl"1DING WELL YIE LD BY NO . OF LOTS SERVED ® 1" TOTALIZING FLOW METER WITH 1 PAIR INSULATED 18 GA. OR LARGER WIRE TO ECR RJ:'Mn TJ:' IN Arr r:~..: AB' ....-' ,....,,.... A Tl''"' AT C""I •nF • ,....,.. © 1" SCH 40 PVC ELBOW © 2" X 1" SCH 40 PVC TEE ® 1" X 1" SCH 40 PVC TEE *ALL VELL DETA ILS PROVIDED BY ZANCANELLA AND ASSOCIATES , INC. AWWA Approved Float Valve 2" 2 Pair , 16 Go., Sheilded, Jacketed Control Wire To We l l Line In From Meter Vaul t Pressure Pump In Storage Tank Or In House Controled By Pressure Switc h *ALL VELL DETAILS PROVIDED B Y ZANCANELLA AND ASS OCIATES, I NC . 0 z JI) ~ > Cl Q Q m a:: :::i >CJ) s Cl ()I m N ~ I ~ ~ ~ Cl ~ • N u ---5l z ~ -0 IO -u 8 ft §i ~II " z ~i !I -a::: "i;i ca Ill ~g g~:E Ill !\!~ ~~ 8 z ":' IL ffi IL ii -II.~ .J_,1 " ~ ~IC> u z ·~ 2;i Ill ~; ~~ ~ !!! 0 ·r-?3 Ill " it =-Ill z Ill .. OZ Wz z 11)0 ~o 13~ ~~ ::> z < 0 a: .J ~ ~ u -:I: (!) -:I: (J .J .J 0 WU ~ . ow -l-o:: :i I-:r zu w~ ~ <( :i c.. z 0 ~ -"' TJ) -- PROJECT NO. 2000060.01 7 LEGEND \ PROPOSED GRAVEL ROAD EXISTING ROAD EXISTING DITCH CENTIERLINE EX ISTING OVERHEAD ELECTRIC PROPOSED ELECTRIC, TIEUEPHONE, CABLE EXISTING FENCE PROPOSED UNDERGROUND ELEC/TIELE/CABLE/GAS PROPOSED LOI LINE EX ISTING PROPERTY BOUNDARY PROPOSED WA TIER SERVICE PROPOSED DO~ESTIC WATIER \\£UL EXIS TING TIELEPHONE PEDESTAL EXISTING POWER POLE ___ .J ~ 1. THE LOCATIONS OF UNDERGROUND AND OVERHEAD UTILITIES HAVE BEEN PLOTTED BASED UPON UTILITY MAPS, OTHER INFORM ATION PROVIDED BY UTILITY COMPAN IES AND AClUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES. AS SHOWN, MAY NOT REPR ESENT ACTUAL FIELD CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTI LITY COMPANIES FOR FlELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION . 2. ALL CONSTRUCTION TO BE PER CURRENT GARFIELD COUNTY SPECIFICA TI ONS. 3. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONS TRUCTION PER IOD, EXCEPT AS NOTIED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAU SED BY THE CONSTRUCTION . 4. THE CONTRACTOR SHALL CONTA IN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE MONUMENT RIDGE SUBDIVISION SITIE. CONTR ACTOR SHAUL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. 5 . ANY DAMAGE TO PRIVATIE PROPERTY BY THE CONTRACTOR OUTSI DE THESE LIMITS WITHOUT THE PERl.llSSION OF THE PRIVATIE PR OPERTY OWNER OR MONUMENT RIDGE SUBDIVISION OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. !HE CONTRACTOR SHALL AT AU. TIMES KEEP TWO FULL SETS Of' CONTRACT DRA'MNGS MARKED UP TO INDICATE ALL AS -BUILT CONDITIONS. !HE DRA'MNGS SHALL BE PROVIDED TO !HE OWNER ANO lHE ENGINEER UPON COMPLETION OF !HE WORK. 'MiERE PRACTICAL. lHE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHY51CAL MONUMEN TS TO ALL FlTTlNGS, VALVES. MANHOLES. AND THE END Of' ALL SERVICE LINES. 7. ALL MATERIALS ANO WORKl.IANSHIP SHALL BE SUBJECT TO INSPECTION BY !HE OWNER ANO llS REPRESENTATIVES. lttE OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP lHAT 00 NOT CONFORM TO !HE APPROVED DRA'MNGS AND SPECIFlCATIONS. .,.v '"-.. 8. !HE ENGINEER AND !HE O...,ER ARE TO BE NOTIFlEO BY !HE C~TRACTOR AT LEAST 48 HOURS PRIOR TO ANY UTILITY C~STRUCTION, G. All UTILITY lRENCHES SHALL BE COMPAC1ED TO G5X STANDARD PROCTOR ANO COMPACTION TEST RESULTS SUBUIT1ED TO !HE COUNTY AND !HE ENGINEER PRIOR TO ACCEPTANCE. 10. AU. CONDUIT. PULLBOXES, VAULTS, APPURIDIANCES ANO TRENCHING FOR !HE SHALLOW UTILITIES SHALL CONFORM TO EACH SPECIFlC UTILIT'l'S RULES AND REGULATIONS. !HE CONTRACTOR WILL COORDINATE !HE SHALLOW UTILITY INSTALLATION 'MlH: ELECTRIC: HOLY CROSS ELECTRIC ASSOC., BUZZ Q<JACO (970) 945-5491 11. All SHARED WELLS AND SER"1CES ARE TO BE LOCA1ED 'MlHIN DESIGNATED UTILITY EASEMENTS AS SHO..., FOR ALL WEl.L DETAILS, REFER TO SHEET 7. • I 6" PVC I FLOWLINE -$$"'-----~ LOT16 LDTDES LOT14 --·aC? 200 0 100 ·----I L• M < Jl) c=D1----r-Jl GRAPHIC SCALE 200 ... I I ( IN FEET ) 1 inch • 200 tt. ... I "<I" 0 I CXJ ~ I '<t- 0 I c.o 0 I >- al z 0 VJ 5 w a:: w I- <( a 0 z lO lO '<t-"' 0 0 -0 VJ z I -0 I _J VJ "' (]) _J a (]) r') VJ VJ "" CIJ CIJ I > N (]) > QJ QJ I !:'! Q:'. Q:'. '<t-u; w <>'. "' <( CIJ CIJ CIJ a a u 0 QJ Q) QJ ..... ..... ..... 0 0 0 ·-(.) (.) 0 0 0 0 [/) (/) [/) CIJ [/) CIJ <( <( <( ~~!! ~ ~ ~ 0 0 0 ~8~ Ql Ql QJ c c c 0 0 0 (.) (.) (.) c c c 0 0 0 N N N O'> O> O'> ~§!~ c c c ·-·-S: S: 3:: 0 0 0 ..... ..... ..... ~ a a a c c c 0 0 0 Q_ Q_ Q_ c c c 0 0 0 ..... ..... ....., i 0 0 0 O'l O> O'l ·c . ;:: ·c ..... ..__ ..... ~ij 0 0 0 :::J :::J :::J +' ....., ..... Q_ Q_ Q_ Q.) QJ Ql (.) 0 (.) c c c 0 0 0 u u u :-·'.1 ~ 00 ,-,z ' .I ;1 !< I / ,_:i lo ~. 'p., ,u ' I 'Z :~ W : O ':::J 8 ! ~ l 'I u < iE ' < '"" !z ; I '< I 10 ja_ w ' '§ :::::? ' ~- ~ ~ PROJECT NO. 2000060.01 SHEET 8 ~ 0 I :::J :::;: w _J LL