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HomeMy WebLinkAboutDocument Markups - Irrigation Plan - 08/07/2024 PROP CONC DROP STRUCTURE Street Cut Nate - -- Jt KEY MAP-1"=1009' PROPRCPS'ORM E%TENSION FOR COUNTRYGLUH I,�/r ��\� J�� "• f`,:' LIMITS OF STREET CUT ARE iPPRD%IMATE. FINAL LIMITS RESERVE DEVELOPMENT OUTFALLTO NO.8 DITCH ARE TO BE DETERMINE)IN THE FIELD BY THE CITY ENGINEERING INSPECTOR- ALL REPAIRS ARE TO BE IN END PROP BAKER LATERAL !�� ,� lI i ! L t _ ACCORDANCE WITH CITY STREET REPAIR STANDARDS. EXTENSION AT EA EXTENSION (' P u _ 1 I i _ `\ w y TONORT0 IN FUTURE HY }] 'y�,; j ylk lrl �`6� ` 'D LW OTHERS) i, I C C [f 1`I � 3 ` f -1, . K C!64 �'' 041 [}44 E7 DRAINAGE E45EMF 1`n4,l �,yT , _ ,9 `3•1'y .. .. ^ -4y� - - --- E,' 4D' 045 A SCALE 1J�G a \, CALL UTILITY NOTIFICATION r „ $'0 - \\ CENTER OF COLORADO e' 40' 8^U' EX COUNTRY `11 li ,. 1G` .�� y� � „ \ ! �' -800-922.1987 --_ cLu.H Q4^3; '046 049 RESERVE I \J q `(A� �L 1 6E E ou o1cs,PAOE cr E VAM M S I OR,vI 1' I� PROP RAKER LAT RAL IRRIGATION EASEMENT It'1 ` V� OLTTFALL PIPE I III I+ 1 `', r t- �w - `', 1. ` 111 s IUE.v,a�RurnmEs 047 I r ` ` 9 I �L The � V 1 048 FX PROPERTY BOUNDARY f _ � K t•t PROPUMITSOFDEVELOPMRNT^ PROP LIMITS.CFDEVELOPMENT EXPROP R /^I , \ PROP DITCH EASEMENT\ \ +} NOTES y SOUC7J4^+'r �} PROP TOP ITOPDF 6ANKI OF NC.B DRGH;� i -.\ \ ``� '-, ,r.� 1. 1a SEPARATION BETWEEN WATER,SEWER.ANC STORM LINESSHALL BE PROVIDED. F . MINIMUM 4.6 TO S.S'OF COVER OVER WATERLINES UNLESS NOTED OTHERWISE J+II •"\ �� 3. ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT JOINTS.UNLESS NOTED PROP EDGE OF OTHERWISE NEW ASPHALT/ r7]]]I I EX ROW \ .� \ �f{� {} EAWCUT LINE f y+Iy \ 4\r \ `,� 'F 4. ALL SANITARY SEWER SHALL 8E SOR-35 PVC. "a V 4 �+ O4 5. ALL SANITARY SEWER SERVICES SHALL BE 4'UNLESS NOTED OTHERWISE. PROP ROW 111 CIIE['ItEU B1' JRG EXEDGEOF .4 I `PR P``TT M T F `P T 0 BO 0 IOW 0 SLO EI OF ND 8 DI CH �(`,�� ASPHALT 1 I PROP PH ASSY �\ \ �\�, �7J � * � ALL WpTERSERWICES SHALL OE�"UNLESS NOTED GTHERWISE. Y H I N475492.59 \ DI SIGVT-_D 61 JRG jj 1,1 I E 3129E14Jh_83 ry\ \ \ 3 ♦♦♦' 7. HAZARDOUS MATERIAL:TOXIC,CORROSIVE.OR REACTIVE MATERIALS.OR FLAMMABLEf DOMBUSTIBLE U.111US(AS DEFINED IN THE UNIFORM FIRE CODE)IF USED.STORED,OR ~\ '{�� �,, HANDLED ON SITE.MUST HAVE A HAZARDOUS MATERIALS IMPACT ANALYSIS.IHMWI OP.kAN BY JRG .� PROP LPPME OF _- _ . '^\ , \ �`�� 1 COMPLETED AND SUPPLIED TO THE PLANNING DEPARTMENT AND THE-IRE DEPARTMENT. DEVELOPMENT 4 \ \ .``� Yi. •I' "` /// t \ \ ^ ` 4 EX PROPERTY \ t\V, \ ` q �7 v (�`.. ♦ 8. THESITECONTRACTOR SHRLL^✓ERIFY ALL E%dSTING UNDERGROUND UT1L171E5,PRIOR TO BOUNDARY a. CONSTRUCTION. Q III I Q ,�•,.! ( I Ell, EXISTING LEGEND `Iy1 L! IEX N EXIS I ING F IBER UP I IC LINE WATERLINE A `� . ` //j `4 - EX(STING TELEPHONE LINE N '",IL1 f r p �`Y PROP F UTILITY \ pqp DffCH EA5EMEN7-( PROP TEMPORARY CONSTRUCTION EASEMENT EXISTING WATER LINE I..L_tI 1Ll..1 ESMT(TYPI \, \4 `, \ , �:�� EXISTING SANIARY SEWER LANE LL• l PROP V UTILITY \ \ PROPOSED W TRAIL AND NATURAL AREAS BU R EASEMENT �`+t - EXISTING STORM SEWER LINE 1 ESMT(T-Pp k\4 \\ \ `�b6-' EXISTING FIRE HYDRANT CO \ EXISTING WATER VALVE r�I Z FMRE,6'REGIONAL.TRAILS ERS `\ ' l '� EXISTING STORM SEWER MANHOLE i IN v _ EXIS NG SANITARY SEWER MANHOLE TI EW Ll -7 —) F— \ �, ♦ EXISTING SANITARY SEWER CLEANOUT 0 \ `4 EXISTING LIGHT POLE ~ k c BLK I gE fi --a \ \\ ;` PROPOSED LEGEND © Q N \ I I \ \�• \`\ tq j� PJ PROPOSED EP OR 1 T PVC SANITARY SEWER WY MANHOLE V■ 0 J Hsu srx].o.ax �` *s4'WC 'C I PROP BAKER to 6JloIwre �,rt \' \ •�`. `.A R N S]T9 i5 ti. PROPOSED B"OR 15°'PVC WATER LATERAL IRRG PIPE \ N ,a '/fir/ E%TENSION l > \ ►i�� PROPOSED FIRE HYDRANT ASSEMBLY I66�1 J O- I Z Ld 7 7 - ��� ■ \i '�— PROPOSED STORM SEWER WI MANHOLE I z.I L ' _ .re LF B'mIL `�w ` - � _ \ ,� PROPOSED TYPE R STORM INLET I � 2 ■ BLK 9 . \ ► /� 0 Q . 1 \ `\ \\ ]p.L \`(A .!i f ; i N PROPOSED WATER VALVE ' !� U 3 , 25 DITCH$DITCH LLL///��� I■� F i N �iD ACCtSSEASFJMINT ► PROPOSED THRUST CLOCK I REC NO.29003915T866 `/ _ \ a °--0 PROPOSED LIGHT POLE 7 0 TD BE VACATED BY ` IL 1 I I CURRENT PLAT) _ ` \ ~-`� v W PROPOSED WATER SEWER I ______________ _______________ �s —E PROPOSED ELECTRIC SERVICE ICE SERVICE BLK }\{N_) 'G PROWJ$EO GAS SERVICE PROP EDGE OF , -T Wr i- NEW ASPHALTI i I 'y ` \ L Z e SAWCUT UNF I S g 10 KEY NOTE LEGEND o / I PROPOSED 8"PVC SANITARY SEWER LINE ' + U Icy.4 e•tEE w+e•ov YEid rar � n x'cNoss +s cvslN,€.sI - , V. PROPOSEDB"PVC WATEA:LINE(SEE WATER PLAN SHEETS C-04o O 1 NIYT5091.r6 a} Uy " I' N1 s: . r \l, '\ \1 \ - TOC-o"I I E]1286165e �],:s,aat EX EDGE OF 1 I I 3� STA,2.'6.66 a4 - .� PROP IRRIGATION EASEMENT PROPOSED 12"PVC WATER LINE(SEE WATER PLAN SHEETSC-040 I- L7 ASPHALT --+STA lo•5:AT.tTSI'LT 'AATERLINES Q I 1ORos;,W T-VSrN=.S' tEL ___'-W �{ -�� TO C-049( w 1. FHA- NaATi051.T9 5 W G G G W _ STA 15.53Yr.6AY ___�_ ---- -------- enssop3n -- - — - a eGuow+rs \x 4 4O PROPOSED FIRE HYDRANT O a N+sr5i6ari I ,`_ ___ .FF N I�A9a.19 \ C j E31:eS 34z 2 I - 2 E]taWA.6. ```````\ `` PROPOSED 12 VC SANITARY SEWER LINE i - + 11+CO - Y2+00 1b+OQ ----------- To 5FO9 - -� - \g.\ \.. W d . (D PROPOSED STORM SEWER LINE ' _{ /5sas0a•�rc zzu.ca LFS'�VL m.t4nvr N. `°,op0 RECA —TA l9.s2.e7,a56LT _ '` - �k _____'� L� 5 W 6'SMeZLIEEWC0 N 6 TO 5YA f5HH 8.ar \ - ,4 � " I \ <s 6EHo -� � '4\ '.'J PROPOSED 3d4'WATER SERVICE,METER PIT$CURB STOP 9 E 3128669M E]I29R -za Q PROPOSED 1-1l2"WATER SERVICE.METER PIT$CURB STOP `� c POD PROP B PVC REMDVE$REPLACE N�aTyvgn3 12 \ 4 PROPOSED SEWER SERVICE Wf C.D. =s a _ w E],89,yy1 I s \ a� w CO ESTREETCURRENT _____ ____ ' _ ---------- __ L__ __-__L BLK Q auk _____ , y `` 25'DITCH$DITCH ..o O+NALE„a" WATERUNE TO PROP ASPHALT PER CITY QF 1 s6„�6 ,6'PVC WATERLINEW E M! G` �} l'i, G W E\- W G G W E W G ACCESS EASEMENT e f L .� '+ 10 PROPOSED B"SANITARY SEWER SRVC W!C.Q. (PORTO NOTESHEET. PROP RCPIRRIGATION PIPE EXTENSION FOR -I SERRAMONTE HIGHLANDS IRRIGATION TAILWATER STA Ili. 0.60' RFC N0.20tl030157868. gd'5y t NELlkT1V A'GV IEIa'9 ,` `` a PROP LIMITS OF DEVELOPMENT OIITFALL TO NO.BOITCH laa3. 1 PROJEtt NO: 105001 ' I I WATERLINEAJ AUGUST].2024 WATERLINE D 13 ♦ `MATCH LINE\ o - - I m - - SHEET No:C-040 _ f� S�E5HEET C-041 40 OF 84 �• i! MATCH LINE Street CUt Note KEY NIAP-1'=1000' r}�� SEE SHEET C-940 5.J LIMITS OF STREET CUT ARE APPROXIMATE FINAL LIMITS BILK -,y BLK Z 'ii t �1 ^M ARE TO BE DETERMINED IN THE FIELD BY THE CITY 7-- PROP EDGE 2 . S �� � ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN OE ; I I Y o NEW ASPHALT a I' + ACCORDANCE VIITH CITY STREET REPAIR.STANDARDS. '= � : w EX=DGE OF rr'',,..� IL' ASPHALT L�I� -� s Ss s � ' _____________ _____ ___________________ L! -IVIC 41 ll 1 s - --s i S _ __S_G_G_________S_ E __S G 1 AA ERINEB BLK //��pp777Y qg � G E IT WA7ERLIN'EA 2 1 PEN V/-Z 045 IW ❑ 14 15 16 _ 17 ~ _ ' 18 W $ S N10PZN m 19 Q I 7 6 5 r' p N9da].ar y"�_� / 44.�' �4� ,0 O M r SEE s 1 _ E]t56@ -�` ` -.-/ AATERLINEC �. LL I I V5JIE ❑ s 18M.6 .oN' I l4.__WJ-_ E_S W-_ _-G G-S-W _S_4V- G E1 = 0 4 it SCALE 40' �• 6'T(.Ex CpS N8E 8T6 rl 4 - _ _ _ 4• 4N'„ 0' _s 047 Q4�JI of lJ l I a 0+00 11+DD _ 12+DD __w s I LLJ S I - (Z` - lij _______-_ _______ co -� I ui ESf241Y6 u6 zO '-------- --- --------- = ------ ---_- -- - ---- --- ------- ! I�. V NOTES g a ,I _ I§___ _! _j______ L_ _ _ `\ '4xO0a .,S 1. 10'SEPARATION BETWEEN'NATER,SEWER.ANO S70RM - ❑ Z' vV W e+,, G -5_w k --F{E--S WG G_--S LINES SHALL BE PROVIDED. `I f�� O_G _. M941MUM 45TO5.9 OF COVER OVER WA7ERUNES UNLESS BLK { LLI i Q PROP 9'UTIL}1l' .: ��-` S gS A NOTED OTHERWISE. _{ 1 3 ESMT ITYP) `��• -Ex,ROW Z 1 ~ ¢ � ( `'�� � 7 ALL STORM SEWERS WILL DE GLAaS III RCP WITH WATER I f lot Q 2 3 r9 Al TIGHT JOINTS UNLESS NOTED OTHERWISE. _ 5 6 9 10 11 12 4 \ K s .(F 1 . ALL SANITARYSEWER SHALL BE SOR 35 PVC. PRGPROIw SEE 5 4 Y 7 TYP - A 7` S. ALL SANITARY SEWER SERVICES SHALL BE 4'UNLESS NOTED TJC r i _ !I NOTE -I 83K TYP 9� s___�_________ --------------- G `G�' OTHERWISE. 11 ! 9 a $ 6 ALL WATER$ERVIC€S SHALL BE UNLESS NOTED PROP UMRS OF ° S E S G� '- + L S S G G_ S E S G _ - • 1�F OTHERWISE ' Q ___ _____ __ _ - ___ ________ ___ ___ __ ___ -___-_ �J DEVELOPMENT 1 _ 1- T o 1 CNECI:EDRY y SRG I� SS S ESMT 4TYPy� _ !' I 7. HA7.A ED IN TOR HE�NIEORMLE/COMBUSTIBLE LIQUIDS(AS REACTIVE i I li -----v-Y r- ', r___________ __ ______I_R_ __ __ ______ _ _________ ____� M ______ __�____-- _ A. // V 1 ` [DEFINED HAVE CODEMATERIAL TOXIC. kII`IUSEDRSTOR DESICNI DAY SRG l I S S S �( 4 .,�� ` HANDLED ON SITE MUST HAVE A HAZARDOUS MATERIAL OR 1 S $ S r_ _�, IMPACTANALYSIS,WMIA)COMPLETED AND SUPPLIED TO THE DILAIS N BY JRG +� + PLANNING DEPARTMENT AND THE FIRE DEPARTMENT. / `�+� � 7 8. THE SRE CONTRACTOR SHALL VERIFY ALL EXISTING T t r UNDERGROUND UTILITIES,PRIOR TO CONSTRUCTION. 5 A 9l. 13A'LT _f s A 5 it6�,a.ar la2°v F„Acsr. ' $ Sstl'S5•T'Fz E I66v1E1d Te i N4arm56.n irJ 14 13 1 ++I j '''1 20 19 , �J t ,L B./LO7 REQUIRED TO HAVE FIRE SPRINKLER SYST€M{UPONOR a 516A,. E]zetu.]t I I PRSW 9l117LM ®° +r/� = 6 �z OR SWILAR} A MECHANICAL ENGINEER SHALLCONFIRM THE ESMT TYPj „ r , I /, + RECUIREO WATER SERVICE S17E. C REMOVE&REPLACE ..mot(' -._- _-, .�-.i-- - �A'A7EE3UNE0 �a>�¢ENox*ral� \ EIT 'L'EG€NU , .yam 5 ' ASPHALT PER CITY OF FORD _________ __ "4 _______*___ ______4_T__ ___�__-_ _ _ I 'YI-_ �r- G 5 r 1• `.. 1 1A �._ _ i f - V FIB SEETRE RC ENT TE THIS - T Z"�� X' 'k EXISTING TELEPHONE LINE INE 1 _ _ G W W G G W W �+ z W -s__ I PROF 6' '.. a sA �' e_,�4rs-a9 UTWTY EXISTING TELEPHONE LYNE () s` i`^ ---- -- --.----- 'l t9F/YE78'GV SiN 6S1-- ` T 1 I _ yg-n, /- E - sMr[rYPI //�/� - SHF�T G W W G - � EXISTING WATER LINE �, -- EXISTING SANLARYSEWERLINE o+ao 0 I' 4 a - 11+D0 12+0, 13+00 14+OD 15+0D 16+00 17+D! .�; "6B LC1pvr aEn,E°a• ,.rAA, MEAD W LARK RC ADS' �$x s.A,6.,6.9A],�Lr EXISTING SIREHYSEWER LLNE T /� l 3, 3 IJ ✓�� •' -. ''T us 4e:Fevc w xEm FtSrSc.. .i 1T i/ _. --. gTp - oonlT - I - - �5 - -JS... - I Ny. 'j EXISTING FIRE HYDRANT - ts•.a•caoss a sa,s•e al v I L8 i4LF,z- �-'w. 6n:v6ro.m EXISTING WATER VALVE C - '�POC PROP IYPVC WATERLIN ••._ N i9,6NN 12 arnoss 55l 12€N fE46'Gws IN 951 .eCRCSS w;,z•eFw F-LS GYS R+as, srA 9 856.0.11@ 11.91LF t2'PVL` EXISTING S70RM SEWER MANHOLE ©' A r WATERLINE '�- WATERLlNED ________ N TNMm_____ _ __ ____-__ 1 ___--_ e],za4 e9e __ ___ ____ _____I,Ys sSWNELTEE wr7M't1 -Vn� Sz�3� 'L EXISTING SANITARY SEWER MANHOLE d p L't39t2J.at +G W E_____ �__G G l__E �__-G�; lA__ 'i Niiraaa'aWrBT EXISTING SANITARY SEWER CLEANCUT ��i T TO PROP 5 PVC WATE 1 p €]119tIIA1 w L N ]' EXISTWI3 LIGHT POLE s7]azs G W W G I r E S W G S W E S W G E�+n6ss� It I 0 iE a 1A-x ST TEE.!�12.FY{E!d T8 I N tii9a 7S i lY'= - 3. O Q E 1,.663fl68 WAT LINE i r^ J PROPOSED LEGEND y! Iu p, 1 4 3 tdo 18 ! W!MANHOLE OR 12'PVC SANITARY SEWER Z �' q EX PROPERTY BOUNDARY 1 � 2 � � '° li 2 _ L�! WASERLINPA �r '' -w'- PROPOSED B"4R 12'PVG WATER PROP BAKER LATERAL IRRIGATION EASEMEM z 1� Ol PROPOSED FIRE HYDRANTASSEMBLY ❑ '0 r r r r - '© p - L PRCPOSEO STORM SEWER WI MANHOLE A p ° r PROPOSED TYPE R STORM INLET s s � � ----s -- ----- --- ----s----�- ---G----' n S- ---- B--- s = BILK 4K � I IY � I r 1'1 w " M PROPOSED WATER VALVE Z O PROP BAKER w � ss S I 'IVI '� 17 ► PROPOSED THRUST BLOCK I PIPE EXTENSION -S- S'-- ' - -_--- _ _________ _ _ _ ___ PROPOSED LIGHT POLE _____ __ _____________ V r_ ----- --_ -- -_--__ �_ _i ____ _ S S S. S__ ;_ ___ _S G G -- S E $ G I o-❑ G 1 1 Y 'i0 -W PROPOSED WATER SERVICE p {p{ ! I BILK BLK �£ BLK po 0 -S PROPOSED SANITARY SEWER SERVICE i ' S 7 Ili 6 �7 -E PROPOSED ELECTRIC SERVICE C °I 4 3 I of 8 7 6 5 i r 1 16 -G PROPOSED GAS SERVICE L u i 6 5 4 � r- 4 SEE o o KEY NOTE LEGEND u ' + SYA,O AC,O.W' S AYam,&95 lLr. 1 + 'N A STA22.4,,Il O.0 �,/� a'TEE,YI 6'GUSIxWd 8E18Ta `SO ASSY. 8 I NOTE a5•flENO x+fG y 1 N N tan Ery N 1 42 7.1 + i PROPOSED b'PVC SANITARY SEWER LINE O g 9 EX ROW N,9r42ta,s E]tzstaut WATERLINE E9 zafvo+3 PROPOSED .. x II fI I 11l , ,G W _ G G __ 45+55.28 O CHI TO C-O49}VL WATER LINE(SEE WATER PLAN SHEETS u I i __ _______ _ '/'" _G r 4 W '1. v - TTA SF«]02i 0.0J T f C __ - PROPOSED.17'PVC WATER LINE SEE WATER PLAN SHEETS O Q a - 7 L Y PROP Row ' w+re 2 sTA Aa.6,y6.otw N a O C-040 TO G-049) d O - SiA]]AF,,06.0.1AT IT 14741%i9 -9'TEE xu 9'fN6M 8WId 18 y k _ I &'rEE.r 9-tV51AM1N dSEIdB E],�uA.1t - N 1S&]9 __-- N �PROPOSED FIRE HYDRANT OFNFW - - - - 6T3.6'.,,.Z3 BENS W B 9 F6• C 1E512,Ftr PVIEL POINT , AY - I- :ESN Nlrr S -- NIT -E l i9+Z6,i8 /+ { PROF EDGE I EA SA5,4]AI It I I w"'" R +•Id ASPHALT 1 I sla+w deiaen 23+e IL (5.PROPOSED IT PVC SANITARY SEWER LINE TEEN B'G INeW B]e O SRy$ N ura,s]E] sTA z.,ss4 t,oy ea,aa+25,9e wAYERUNED "�J PROPOSED STORM SEWER LINE,a �'. --- E31N 2A 1. ` ,8E2eF 9'PYC 8'.o'9WNELTEEYfr 6GVq.M 14 v v .I, \ E]48a.1WA, p i6 O PROPOSED 3W WATER SERVICE.METER PIT&CURB STOP _ III.. EX EDGE OF `D' (O W .d ASOF PHALT SEE ! µ- _ ---`-- -- --' - ------ - O B PROPOSED I-1lY WATER SERVICE,METER PIT B CURB STOP o G 8 1 _ 1_ L 1 14 NOTE OTE STA,1]2 AaY i/ ^• G W /0� LL ^�- WATERLINE B 'llil � 3 Q9 PROPOSED 4'SANITARY SEWER SLRVICE W1 C.O. �10 +Igq�NALt m, S E]1�J'I WATERLINE E I..L 1,� S E rt f--` ,0 PROPOSED 6°SANITARY SEWER SRVC Wl C.O. p°.ts 105001 pp + � W _ 1 N cr Ho:6ATE: AUGUST ` 7.2024 Y S I 5 5 9 18 LL MACH LINE N - 2 SEE SHEET C-042 SHEET No.C-0A1 41 OF 84 en vwon 10 1 1 it I�aa $ilk I MATCH LINE , _V 1 ... 'z=z-�ac6s fll-�.�!..IriEs.alaTS K�YMAP-7"-1000' rh m' SEE SHEET C-041 tl -U 79'h' 3 I 2 r V I: } •PxrcRdts t^ -rnl,r Ea. tam 1 II 'I _ s yy Q(/,� WINEI w usn:a_ rJzl t4. j _ _. _' -` 2 ________ ____ _ _______ �_____ ____ WATERLINE 1 -.4 -�I�,xOp ,� L}� ") W 17+i a N S - 4V S G WATERLINE S S S 2 S Z + S G __ _ _ - SrAI+•9+A1 wa ASS' __ _W"_S. G__ _`_VtL_ - gg ` Ea 9Fai® _ tp W e 95v � r CV _-__ - � 6kU1 LAW-R�TERLItiE (.t. N 1 TIdaO:J 55 IS - SS_13+ S 15,x+' ` 2 �' yy -IN 5 I 45w1 �r� A 11 jF 1__ L ! 0�1 4 ). `N, 3-� ,. ':'; 1x;.CC W r _.. I y + ��_� - - `-p,T3� 1�LF,.'V' L i G Slti2e rt UV tl. e fwA ". �. - 4r I - . E3,2994 --i- _..`.A.__ __ __ __ _.LANF:N - - .ti-ST 1'1 IT,.G I - -e •'`! J ..,---Vtl-S' _______1Y'S G T'i S PRdP Fr•A5'Y. I :V - .. o-. G W S E W o G 7 A ,fIAMAW �I _ i , iv Bxd'hd'iE_W�.9'Gvnl d•GVrSvfN E , W G la S w �E S W G 4 =t39.93,R= la¢ •\. eggZI W WATERLdAIEE Sr .-! 1;n wWHINED J I J L I I f7ie*-a a.es i- ' "t wATEROLNEO �:4-L.+, U4�J -�� e'Ms•wcs.,F:x,.�•.s s,a I� a rcecssx'e•r Is Illw,ara BLK .ms�-sr t 000 r y 5 0'. d. BLK \\\ I 1m.^z N •:ease ss c ,tears I '� • 4 ;I Es n..Sw na,=czaw q I PROP ROW 15 �- 4, 12 ealnFaTr - ! 16 = (SEE NOTE 9) %'14 1312 '11 '�1 Tr i - d s w I vti I G \ I + @ g 043 046 0 - - r 2 a Te-vn a•cv N'nara� - y r a923m U\� a. �. rfoa LLII -PROP LIMITSOF A. �' 4ti I `�' g J:0Z4N DEVELOPMENT ^y��u z SCALE.1'=44 ,J ,y,Vn� -� t �! 'r 4a'1 ' ao 4J ty PROP IRR 'lJ - �} 'r- ER x�• 11 y ��qf �'` NOTES 4 / ' WATERLINESf.- ''� PROP B' k 1y _ REDUCER. `y .....}}}www•, V{ A.4. E=0,19' 1. 10 sr" :TION DFTWEEN WA ER, _R,AND STORM - ~� I �` _ 6p I m - }1 3 �n rs'IJt� LIN HALL BE PROVIDED. _ £` a s• ry �-eE.vr e•ev lElsxa ,_,_^x'+ V y ly E Ise sr INIMUM 4.5'TOS.5'OF COVER OVER WA'ERLI%ESUNL£SS - f,-• ' T� 4.. r+- �I �5.,, �b N07EDOTHERWISE. I s R�r G9 es�rr a 3. ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER _ I D n BUILDING BUILDING ._._ - 'TM �, - TIGrIT JOINTS.UNLESS N07ED OTHERWISE. S .. SrA 21.93.99.).C9'.. .. ... .. .. - 3 STORY 3 STORY - - - - _ Aalw,.•sr2 - OP 18'PVC ,y N' BENGN'1 i3 n sTTrid.At 4. ALL SANITARY SEWER SHALL BE 5OR-35 PVC. arFRLINEB 18 UNIT 18 UNIT N,4TaaazsEn:s9a:.a ' I E3t29+83.10 8-TE0. -1 NaEla16 a `' ,' S. ALL SANITARY SEWER SERVICES SHALL BE 4'UNLESS NOTE ➢ • G G WA Rtlfv`FF 5T0..Yr]B,gb.0.n1'L' N:aF3F32s? 1 1 30+41.1 4 rwFE rGY%^ NSIII TR E]12346 i WATERIRJEF t OTHERWISE. NtATaFa2..d > .• • F� EXPROPERT',�s OUNDARY II EataJatvac <s ?�zT�cLfa•wc N OTHERWIS SERVICES SHALL BE Y,'UNLESS NOTED 1 21LIF A' CTIECKEDBY JRG �] 3B9Lf e•Pv- s 29 N •; - 24+D Z5+OD"S- 6+DD- V S S. - [[[) ! 28+0 ,;y.rt LF B ''C� L-p-pyC I HA7ARDpi1S MATERIAL TO%IC.GCRRO$IVE,OR REACTIVE f I _ ----- ---'- - - - - S'rx 2s.63i o.B: L - - .yy r.Fawc. _ 2 t sraa V.M.ontl 1 xe moss w•I'rI, pEFINED IN HI F41tMMABLE.'COh1BUSTIBLE LLOUID5(AS DCs[cvl'n nY' JRG D>=^p.. IAATERIALS r u'sFiio ` HE UNIFORM FIRE CODE)IF USED.STORED,OP. T -1 E rr,,m Q' rz xs eaass wrlr arvslnaal. o r+a sLrGVlEls to HANDLED ANALYSIS'SITE MUST HAVER HAZARDOIlSMATED TLS v-dy` __ ___ _ _____ __ _ DRatL'Y Dy JRG j 1xv'9tw _., 2 - --_- _ _- -- - - - - - 1�1 IMPACT {HMIA}COMPLETED AND SUPPLIER TO THE =4 P 1.17 27+� rcv Era M + w ware 'a � N,Alarst � Ea,zvteA.Fo- PLANNING DEPARTMENT AND THE FIRE DEPARTMENT. i NEW A EDGESPHALT OF - '/ STA?6•A9 ad OM' - W S,Y}F4: t. NEwASPHaLr - — - �- 1-- -�- W W S W S W, 5 W S 5 4 8 r SWNELT�NrrGV IS18TB-- W r aGv , 8. THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING -I ,W' 3 nunra2:;s Ens s'Pvc waT-ral E <c➢rv4 '; UNDERGROUND UTILITIES,PRIOR TO CONSTRUCTION. E3n2g199.96 r-� s�T% S'A 28wn,9s9,ar 9. LOT REQUIRED 7O HAVE A FIRE SPRINKLER SYSTEM(UPONOR I SA.26HE.99.11A7RT UMN TWC,VATERUm:GEFLrcncI OR SIMIL4R).AMECHANICAL ENGINEER SHALL CONFIRM THE 13 REQUIRED WATER SERVICE SIZE. `-� -BUILDkNGA MP;HAM maF,us9 12 _ N anT2+,an Ear z ti EXISTING LEGEND 1 2 3 d '';rzsaleas 7 w $ 18 UNIT H $ 9 10 11 1 ^t ~ ME WATERLYNEF I I 'I I I I �� �� U w � - EXISTING FIBER.OPTIC LINE I ROP BAKER LATERAL IRRIGATION EASEMENT ) � ,t p ) I,� _ ;: t, ff�k If'y] P I �` fAl rp� 4�7 !�(y fpl �� -_ _ - B. rl4 rp EXISTING TELEPHONE LINE f• `` BLS �LI I I _Li AA EA - --- I I � (.�L._S _ L; -- - I - - #� '- -- - - 6 + EXISTING WATER SE �T. _ dtA 2NSx..Ca1P _,__ _T__ F ) I,-, � w . �, i sL x rc:tEla,a E' BLK E - G G E G G E G E G BLK N EXISTING SANIARYSEWER LINE G�z9ta,Tr v'6 E G.rL G E G E E 0 ^ G E G E WATEUNE❑ i r , EXISTING STORM SEWER LINE EXISTING FIRE HYDRANT s 2Y a Ip rRr --- ----L - - --- - -- -- - - - — -- -- - --- �.( , i��] (y'"() 'r�fj ��r]�/f ��ff ��+7 l�if }��j \I \! 1) EXISTING WATER 4ALVE �••' "" V I r j z 4 w z01' Y Y"'-U_ -1 I V 'I V Y '! 4 V I I W - V V 'V 14 - EXISTING STORM SEWER MANHOLE 0 15 - EXISTING SANITARY SEWER MANHOLE 0 o 26 25 24! 23 22 21 20 19 18 17 1fi 31 EwsnNGSANITARYSEWERCLEANOUT ' HT w - EXISTINGLIG POLE - 5 BUILDING D =� I O f`t: �s ,y E%EDGE GF 18 UNRIT - TYP r4 I I 17 I I I r' m PROPOSED LEGEND [� 5 5_�_ _ I_W�S_ ___w_S_ S.._�__ _______ _ I I___5 W'__ __S__ W_W_S___- Bwc wpTENsuvE DEFLECTION G 15� .z g•Grvossw,rz• eNast n r.yp I W10MANHOLE POSED S'OR 12"PVC SANITARY SEWER z I� V ASPHALT I W -- --- -- - - - - w 4rs r'r LJ i , I stA a9,9m rsr E E 3139944b9 n - —r— PROPOSED 8"OR 12"PVC WATER „ 1 J F •^ i i ! = --- - -- -L-L- - ; _ -.a+ rsi ln>3wg SIN aI lam WATERLINE G31� J`B}ODD �1I. ► � PROPOSED FIRE HYDRANT ASSEMBLY iMMEllllllrri O 1L+ r I a Eit2916tST I I - I I I I T s �` , `yam PROPOSED STORM SEWER Wl MANHOLE ® u tt+DDT 12+DD 4+aD� — _« s +GD ' i PROPOSED TYPE R STORM INLET G, r __________ ____ _ - - - PROPOSE ____ _______ _______�_ _ _ + 1Y 49d,TdifrVtiCw �2 N DWATER VALVE O ..�. 1•. i 1� {N � 3T?EW u�G'151N aE18"E'.- 13+t)0 _ � ! IIII = S W�- w2 =5-- W B- - W S W-S 5M S --S W S W S W :W S tz.scaussw:,zNFvslNasDrGAs1 ► PROPOSED THRUST BLOCK IJ_ - _1_ ILL_ _I__ _I__ _L____ _ _J_ __L_ _ _ --14.---9. S 15 l €�t2sPW£6' � PROPOSED LIGHT POLE _________________ WATERLINEG I { STA14W.v'C wA o-❑ �J y g�� atn19t s7 1 c eo �/-" 'i CO' N —W PROPOSER WATER SERVICE PROP ROW _-_ C. TERLNE OEftfC"p N'1_9,25 • —S PROPOSED SANITARY SEWER SERVICE N aL11It —E PROPOSED ELECTRIC SERVICE Rw —G PROPOSED GAS SERVICE LL UTILI NOTIFICA IONxWATERLINE H - FCO RPROP LIMITS OF za4a 1 2 3 I _. r . r. I -I �� KEY NOTE LEGEND 4 DEVELOPMENT fl 7r 1v A A f l� ru aENS Y�*e III /y�// I5t 26 f 1/1 ,�J} 1' 11 I I z I uJvn I ri[� 12 NE 1O PROPOSED B"PVC SANITARY SEWER LINE Z r �L75+O LL E G. vC - WATERLINE i . N dTa3 8 u PROPOSED 9"PVC WATER LINE(SEE WATER PLAN SHEETS ~ Ea199098 1 9 EEwBG/$INaw189 - __ C-04DTOC-049) W I.- Lu S "Iqh } R BLK1 3 PROPOSED 12"PVC WATER LINE(SEE WATER PLAN SHEETSRl r S� ) Id� B J G t 9 $ w' G E '9 E G G. E G E E G G E G E G E O C-09P TO C-049 crs{NatVleia o° `r, TW r__wtaFaatez 1 _1 _J�It_r'rI_Fy1_'11F '��l_'�+I_f(_ _-_ � ___ __I Street CllINote __1y---_rl��� ,}y�p_�_{}���(r_ - �r k O4 PROPOSED FIRE HYDRANT E]t8 3� V Y Y V V Y + © 259.0W Q4R R111�11I t99W51J p 5 PROPOSED 12'PVC SANITARY SEWER LINE QO REm'Ya y l i I LIMITS pF STR££T CUT ARE APPRI)XIMATE. FIMRL LIMITS 1G sTq.1r, O `u ARE TD EE DE'fERMINEO IN THE FIELD BY THE CITY 'J r+E'swrrEL TEE wra•Gv t'sE1aTe s ENCdNEERING INSPECTOR. ALL REPAIRS ARE TO BE IN NUFazcr,es-- e�PROPOSED STORM SEWER LINE I WATERLINEF 24 23 22 21 6 15 En29962.58 9 ACCORDANCE WITH CITY STREET REPAIR STANDARDS. I WATERLINE H L �. I kpO O PROPOSED 314'WATER SERVICE,METER PIT S CURB STOP '_ O g y srA rsasn.q ls.�ar B PROPOSED IA12-WATER.SERVICE,METER PIT CURB STOP _EX PROPERTY BOUNDARY/ w 19+00 I O Q e 1 r A,s.sl.aaxiT axox�+i+.ssY. I I I I I ®q.'c't 4 'nr10rNALE ax e s-swlus].xEEW a �4 N F3292id S5 9 PROPOSED 4'SANITARY SEWER SERVICE WI C:O. Y L ec :E1ars Enzs-+T.ou 3 O ' M 1 I I N Ar,�zz4 m1 �'q U) S S_; _ S _ W_ _ __wS W S _'A'_ W_S _5 r''=' _S_ _ '''f_ , 4L PROPOSED6 SANITARY SEWER SRVC WI C.O. c �} I - I' l- - - PROJECT NO: 104001 MATCH LINE `-�M _ _ 1 SSi,�xOD i E. 89 ear ewTE: AUGUST 7.a024 S!ESHEETCA48 J SY` /4r]20 69 A� SHEET No:C"042 . r aTt tyv=`F vE*tA189Y:r 1 n 42 OF 84 + raid+H;ea.mra MATCH LfNE I 1 Y ## KEY MAP-1"=1000' I z Ar]2a1.E5 'I C' SEE SHEET C{142 _ I 5s S ss ss s �srs Y ss +00— z-oc 14+Doti,+00 1 O I lr 'N.ATERLIHEH I i - __ L. G STI - WATERLIN€1 7 E] a� s a6EpaTE a WATERLINEI _ _ _- -.. .v 1J <. ___ - _ ,I`I I.L� r. I. 1III - Its.a Asa m I - I� I -_5 yA,µ 3<� `✓.� al-.+W __1'-- 6-- ,ry---y� - --- - "5" "'1 yirn i7 yJ� L u G I �---` WATERLINEa,m-A.m.OG'rarI--- - --I I I aA1In BEND tiOT6 {E3*maEl6.4t 11 04 044 F �-•o' ! I N•bra.0]az I I I I I I Estr�-.'aa E W =+ STA,1•'9 iS C_^'Y (�,I r�,{ e N fi 5'REND'w"E E 2 14 I C}'4 + 045 G ._ ECINxS.6 sTA xirG torus o- 13 ' �� aca AssY. 1 2 3 4 5 6 7 S 9 10 11 12 w{1wg bT 1 4 I ITA 11 �� �1h iJl n '''' I, OAS 046 049 d o 11 g Lttg•G,'S I36.So - - - ' B•aa'Sw1vEl TEE @'GV NEIdTB - t`I _- __ - - _ �__ _____ Nf{7,']p,tl1 l E3'23t6pg3 1 E3'129WDAa .� ( L e B].ai aF S-WG. •� 1C+9S E G E E E E E - LK - G 'x - E G E G € G f 2C 047 = G E J I W - II lam' 1 {1�r jjj) , � ', > SP E WATERLINE �,1 E - V V '1 1 Y '1 4- Y Y , , Y'4 - W 1' Yl , Y V M W y22 21 048 /Al48 V 2 35 34 33 32 31 I 1 3Q 29 28 27 25 I 1 Lij� I I 25 24 23 NOTES I � C 0 E &RA ION SE IJEEN'J/ATE'R,SEWER,ANDSTORM SCALE 1 -40 y ; LINES HALL 9' PRGVIDEO. _ C , Aa0�bC0K1ZT_EW!12� Eta 840 _"___ ___ ry n I I I I I 1- I I 4 - `\ MINIdUM 4.5T0550E COVER OVER"NA-ERLINES UNLESS f + z �... ____________ __ __ E G I j I I I I I 1 TYP S I TVP 5 = Nyl NOTED OTHERWISE. ■■ ! 6IffilV, W - , - _ --- ---- -- -- - - -- -1'� i �C�SZssERrlCrGAc. I W S W S S W S W _ S__W _ _W B I. ___S W__ _ _ _W 7. LSTORM SEWERS UNLESSNOTE OTHEI IRCP I'llTkWATER Ai T T T 1 STq aw 6Jm 1 TIGHT.FD6NTS.UNLESS NOTED 4TNER"NISE - !]l;'.aalllb a-f e-SWNa1'EE N,b Gti iS)a'E 5 A tD�ea:S+.1pt' STA,bMfi f3 a.ma STA U*{rdl.mm N1412Efi1 fiE e-,},25.Op VA h,IA — _ REMOVE COLLINSEPLACE ASPHALT PER CITY ? PROle+dbnd Idu tiT a, ALL SANITARY SEWER SHAD_D€SOR:55 PVC. 9'CRDSS'wl e'GV5'N E63J e-GRGS Nl9PJSIN,EbEI WATERLINE) ]E96%.a PRGPFHASSY. NNitE9e.EE ' STREEOF T CO THIS SHEENT ET. SEE N112 TN, N,dTl9-51.]0 I1 I "' N,{72N&]] E]IriITI.uA STREET CUT NOTE THIS SHEET. WATERLINE) E.I.a,66.s6 / Ea,19Tr sa 1 I l I 2� 13� P I I 5f3Q+p0� E OTHERWISE YSEWER SERVICES SHALL BEs UNLESS NOTED D _ f atlr e-ty� I tt �I Mat Lr e•I>uc IS+GG $ 19+00 - ~r Z 14+00 4-4d,7] ._ Tsa.etiti-s'wc f0+00 11+00 12-00 13+00 fi. ALL WATER SERVICES SHALL BE Y"UNLESS NOTED LF a,p•!c - b.x+e asr ]r+.{S .s.r,�aN,c M tH-,E a'arc OTHERWISE, s aEruG vrrrR - - (-kECI.Eb B]' JRG ai,nrE.E a:, 2as.N EE s•vvc I__ ae 1s+-00 57+00 4 WATERLIfNEJ I sfq u+sa.m,¢ma 2 7. HAZARDOUS MATERIAL.TOXIC.CORROSIVE.OR REACTIVE 1\ V -` MATERIALS,OR FLAMMABLE!COMBUSTIBLE LIQUIDS AS .gi E'aSEWN'EL TEENY e'[Y I316 TB IS STA Ib+32%.0 STA 1B+%.P E.W ___ ___ _ __ ______ STA Z(N4SI8 a6+J'" I DRSfCNi911KY- JRG - $- S -----5 ---- S A'IEE WIE'GYS 1wAEId T9 E'll.b'aE]{D WI TB _ Nt47Ms{.t+ ---�-� ---' - - -- - a'Ta�wITGJS^a.Eld DEFINED IN THE UNIFORM FIRE CODE)IF USED.STORED.OR STA Im.Eaar.aac Em12Et%,iB __ _ _ 'IbrmBe466 N-pmm NI{T288f.W HANDLED ON SITE,MUST HAVE A HAZARDOUS MATERIALS _ B's 9'SWNEL TEEIvfC GY(518TB _ _ __I I l _____ - 5 ea]r IEEr RT ylarewilsT 6TA 12-11t•S. Rr _ G I' I 'I I \1 �� I I EaaJex,ui Ey':5R''nt , I I CI E31585fi.81 IMPACT ANALYSIS(HMIA)COMPLETED AND SUPPLIED TO THE DR 4N'V OY: JRG PRC+'FH aSS"" E31]eBEI.Ea PMa FH ASSY 2 sTA]-81.7].m.W PLANNI N G DEPARTMENT AN 0 TH E FIRE DEPARTMENT_ NI{Y®]7.% NlbTaaae.l6 I 8'A,ES 6END'H,6 i 1 I I WATERLINEK, I I E 3ta%Em.EJ E]tN1%.3t 4 N -Ye5e41 C� Y &, TH E 50E CONTRACTOR S HALL VERI EY ALL EXISTING H UNDERGROUND UTILITIES,PRIOR TO CONSTRUCTION. P0C PROP 8' I WATERLINE F PVC WATERJNE 1 2 3 (Q) 4 I `\� r I 4, 4 LOT REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM(UPONOR TO EX 14'PVC ^� 1 2 3 4 5 B 7 8 9 1 2 3 OR SIMILAR).A MECHANICAL ENGINEER SHALL CONFIRM THE WATERLINE PROP BAKER(ATERAL IRRIGATION EASEMENT I I I I Y STa-3.dS.aT C mm• {t REQUIRED WATER SERVICE SIZE. S W S_W h p" (h4 (p} (A}. 9'GPGSS 3,C.. fMEb91 �1 f�yl I 1 �^\ -'I_ .Is.em.m.aw�` h �'I h, f� �+t,� I LS AL 1 1 A II....S AA $: .,n ,'°u <...t L..t L.1 _ __ EXISTING LEGEND r W S V4 S E'ra�sxscacss M F-5 IE asf_ r I`-I W I _W __ __ _ - __ W S W ___ _ _ ___ ----- -----' N,cur �- --- - --- - - - -- -- -'- - - -- - EXISTING FIBER OPTIC LINE __ _ __ ___- 12+ E,tzslw 13+00 14 r 15 - T- `. 6 -- 17 18 T- - 59� - , '-- - --- _-- ONE LINE 'r__ _ _ _ _ __ _ �_ LEsw EXISTING WATER 'su rlHw f406 .sotFerc f - sra lzwm.av 'dea{b Lraw: w - 'w EXISTING SANIARY 4 ________ _ ___Y__ _ ___-___-- __i�_ EJ%s,ea e6 _ _ __ 55 SS c SS ___ __ - - - r EXLSTING STORM SEWER'eOR FH ASSY $S S5 5 9 wv v 2_ ___ _ �__- I ___ N,{727]7.9E - 5]17"EFB�vc �l}-f(7 l}-f(7 WATERLINE_ LINE M ____ I STA 1mNsm O.mD '" Y SEWER LINE a s atlac Gss a'crslE asl 11 E T12E539 fE mTm ' W 3 W S W S j �fi tl�f�j , t r -WATERUNE L 1 r I NEW ASPHALT I r, I I a lr� v I lr y1 STc� sa om (^, 1 7}/ - EXISTING FIRE HYDRANT NEW ASPHALd 'S(,/ J VVv V N GROSSLVf fl'GYShY'.E631Y IY TlA 18"91.,w 00a ! I/ 1 NtnlzveTAE - EXISTING WATER VALVE i H rzxs'EE cwr rJ eEdN4 RYc 1 1 I I Estz%H.1a I "( 18 17 16 15 14 13 12 11 1 Q NAT6R WE mettELT oN4 23 EXISTING STORM SEWER MANHOLE d 7 6 5 Eatnla N4,27274E C+r �l I I I 1 ti E31P9TemA7 Z U - EXISTING SANITARY SEWER MANHOLE Q T� I SEE e - EXISTING SANITARY SEWER CLEANOUT AAA ASPEX EOGE OF NOTE � �• a y EXISTINGLIGHTPOLE 0Z{ f/ - � "l —G - o f its I III G G G PROPOSED LEGEND u I L *� _ _ _ f PROPOSED 8"OR 12'PVC SANITARY SEWER LIJ S s g Wl MANHOLE i' Z 1 r w— PROPOSED S"OR IT PVC WATER W _ _ PROPOSED FIRE HYDRANT ASSEMBLY Q = G 5 S S S S S S S S SEA u WATERLINE srA,a•,a,s.m.w r H - ' PROPOSED STORM SEWER W MAN Ole r I NOTE wEN➢Y„� EILK gu r- _ N'r�rg}n WATERLINE K PROPOSED TYPE R STORM INLET Q+ S A11.]b.tis.O.ar ,r ?s,tom 1 1 t 14 rLL S� a'n.r I2s'Itl'r p ` f I N PROPOSED WATER VALVE LL PRDP ROW 8 E3120W.d; 2+11 19 20 21 22 23 24 25 26a 27 28 27 26 29 3Q 31 ► PROPOSED THRUST BLOCK - ,sasasEE 1 411 POC PROP B' 0 I +° ' 71t L' PVC WATERLIsra It ma om0 WATERLINEN ° PROPOSED LIGHT POLEG E G G.__..._._ E N H4Tb�2 P 5A`yam.6m' G zW W W -... ...C..G.. VJ.. W G G W z W G G ATERLINE N r. 1{ - ' E 5 G G S S G G TO EX 8'PVC W PROPOSED WATER SERVICE .. CRD95w GVS Iw.s.bvrp S PROPOSED SANITARY SEWER SERVICE 4 N i12{tiai PROP L6MR5 OF __ __ _______ _ _ _______ _ .._ ECIz906a,1b __ ___ J _______ ____ _ _ a,__ _ ___L_J-.l _ Ealzgl,v W_ W __ W_ 5 E PROPOSED ELECTRIC SERVICE +09 +DD - 4+00 I. +00 - 7 0 �L.. r8rG0 ,,� - J9+00 DEVELOPMENT - Z : r -,: —G PIRaP08ED GAS SERVICE C EI- _ I sr a.m.a:ma + ser m mm®ma m mm a aFvc srA, IX� n' c r RRGP RrI g55'r I-Cbaep' TRAILS CROSSING LANE - 55 66ss r Nan{isez I`� e cRoss+nra•Gra cwsaE :._„_, :. __. ._..___ s a el amm - I KEY NOTE LEGEND --y __ _______ _ '�- - t E]I:sm5t.15 WATERLINE N.._..k REMOVE$-REPLACE ASPHALT �.n r x'rrslN.S,8w1_WSSW______•S_N _�12 SWPROPOSED&"'+�/EX ROW S Y I PVC SANITARY SEWER LINE ER CITYOF FORT COLLINS 1 PROPOSED B"PVG WATER LINE(SEE WATER PLAN SHEETSl S CURRENTCOD€.SEE STREET _ z C-040 TO GU49) I,r f I 1 1Q POC PROP 4• CUT NOTE THIS SHEET. PROPOSED 12'PVC WATER LINE(SEE WATER PLAN SHEETS C PVC WATERUNE gg STAIC.Ca0,W & 47 46 4$ 44 43 Q coloroG-o49) p 7 , E%B'PVC WATERUNE TO Ex a,PVC M NI{ia37tr9 WATERLINE ; Q PROPOSED FIRE HYDRANT r g a m•m EX PROPERTY BOUNDARY E]Izemw is I, REMOVE 6REPLACE ASPHALT _xa we A'atEwvE PROPOSED IT PVC SANITARY SEWER LINE p0 RE rr D-i PER CITY OF FORT COLLIN's arznz m, e II Car 1 CURRENT CODE SEE STREET Street Cut Note EX FH E31`Jez'-N -- - - -- - - - -- PROPOSED STORM SEWER LINE 0 a i '. __y___ C+ EE G - - _y + CUT NOTE THIS SHEET �;.. U o -" 'a a.r NNITS OF STREET CUT ARE APPROXIMATE. RNAL LIMITS ))-:r ---` - ---- ---- - - -----' - ------ ;0, `- - Wt \`G PROPOSED SW'W0.TER SERVICE,METER PIT&CURB STOP R 5 ARE TO BE DETERMINED IN THE FIELD BY THE CITY 4- dll _ p _ G G G G EX Fk - - ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN iDd� �r'- - "" " �.•.:,.. ~..:t r^z •^••+ ^r�:.:Tlk:.,r _ :, .41'F•- - _ '.:,• _1- _.... ,. �--__ _.._ .._.���_ - - _. 8�PROPOSED 1-112 WATER SERVICE,METER PITS CURB STOP ©` N?_➢ -- - ACCCROANCE*T}i CITY STREET REPAIR STANDARDS. r-c ... ..-.-5'�-••r_.,< PROPOSED 4 SANITARY SEWER SERVICE tvf C.O. a"Inn BRIGHTWATER DRIVE CALLllT1L,1I1aAK1.lFiFSP!'F10N_ .rv..as"_...::, ........ -_ .. _ EX FH LL N BRIGH A CENTER OF COLORADO �- 10 PROPOSED&'SANITARY SEWER SRVC W!G.O. oA.�x AUGUST7�Z024 :.. _..._ 1 800-922-1987 e y '..: _ ,. 1"'D sw➢Nance . -ax3>• ".. -_=x ...: ..r .,�_ .��_..s..-q'e' �,, SHEET NO:C-043 al.n YfY IG.iAA oR xavaTE !E .•• 111 TNIPFE9GRiAJH➢ S 43 cr 84 Street Cut Note KEY MAP-T =1000' UNITS OF STREET CUT ARE APPAOXINATF. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE GT'/ \ '��• �_ _ ----fig}� ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WFTH CITY STREET REPAIR STANDARDS. SPE, {� .- -� PROP DRAINAGE EASEMENT„_4 `-PROP CONC DROPSTRUCTURE ,a*,� w -- ti a041 � 04� 045 043 046 049 _ 047 -_ PROP OITCH EASEMENT•!w - �` ��•` !' NOTES •! 1. tB'SEPaRAT1GN BE=WE£N WATER,SEWER.AND STORM z PROP TOP FLOP OF DANN)Of ND.8 GIT='+1 - _ G WATERUNEC ' '� LINES SHALL BE PROVIDED: W '' PROPB'UTIUTY .., ..`...! _ ESMT(TYP} _ _ �_ !^ `!,^ 2" MINIMUM 4.5'TO5.5'OF COVER OVER WA-ERLIWES UNLESS NOTED OTHERWISE. .z v v !ry T�. � --- -_ _ •!•.! !4 3 ALL STORM SEWERS WILL BE CLASS III RGP WITH WATER •� `v v` \ _ _ _L » .!•. TIGHT JOINTS UNLESS NOTEDOTHERWIS£. - Od PROP BOTTOM{TOE OF SLOPE)OF NO.8 urIcm_z •»-� a, ALL SANITARY SEWER SWILL EE SDR-35 F`VC. - 23 - �M1�...� ..�... 5. ALL SANITARY SEWER SERVICES SHALL BE 4'UNLESS NOTED �I �7'_•.•\..� OTHERWISE- +O 1 'WATERLINE C _ _- �.. .v PROP DRAINAGE EASEMENT _ y�� e. ALL WATER SERVICES SHALL BE Y•UNLESS N07ED _ OTHERWISE. C![ECKEDBY JRG vv C yv1 _ _-- - `-- 7. HAZARDOUS MATERIAL.TOXIC,CORROSIVE OR REACTIVE . ik MATERIALS,OR FLAMMA@LEf COMBUSTIBLE LIQUIDS(AS DESIGN---D BY JRG % _ _ DEFINED IN THE UNIFORM FIRE COD IF USED,STORED OR 24 ♦ _ _ HANDLED ON SITE.MUST HAVE A HAZARCOUS MATERALS PROPOSED SO'TRAIL AND NATURAL ARE AS BUFFER EASEMENT _ - _ IMPACT ANALYSIS(HMIA}COMPLETED AND SUPPLIED TO THE DFLANN BY JRG 7 v"P EX PROPERTY BOUNDARY 1 PLANNING DEPARTMENT AND THE FIRE DEPARTMENT. .1.� S. THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING FUTURE 1C'REGIONAL TRAIL BY OTHERS y UNDERGROUND uTILITIE3•PRIOR TO CONSTRUCTION.. 5'A.—118 11 1'Rt \ 8'a 6"84RWE�TEE w+6'G4 iE181E R 3Ji .}B E 3,T%B:.ffi EXISTING LEGEND 1 EXISTING FIBER OPTIC LIME B.a16z.sa LT EXISTING TELEPHONE LINE 8 STA� � EXISTING WATER LINE fHAESY ry Iai456't:'e EXISTING SANMRY SEWER LINE * PAOPF-FtTY PIN e3+nn'as EXISTING STORM SEWER LINE F, 'O DTA n•cs,4e.aar N1474498.41 ` EXISTING FIRE HYDRANT END T%-r WK ce.->:ECRCN E 3130186.98 N 14_511211 EXISTING WATER VALVE E 31 YlBEp I2 BLK . EXISTING STORM SEWER MANHOLE p w , EXISTING SANITARY SEWER MANHOLE �a EXISTING SANITARY SEWER CLEANOUT V Q, EXISTING LIGHT POLE c R 1't�tl ♦ a T 26 , PROPOSED LEGEND w q Z ',I ;1r "�,lo '�� ♦ PROPOSED(TOR 1T"PVC SANITARY SEWER (1) 0 J WI MANHOLE 0 �. k � w O PROPOSED B OR 12'PVG WATER m- 19 PROPOSED FIRE HYDRANT ASSEMBLY Lu 27 , � PROPOSED STORM SEWER Wl MANHOLE w J PROPOSES TYPE R STORM 10 ;'- ''kM °25 DITCH' IN PROPOSED WATER VALVE INLET 0 ky �. 'i ACCESS EASEMENT 10 0 72 YiI ► PROPOSED THRUST BLOCS( IL ' ;REC NO.2000MIS7848 I� (5 'ITO BE VACATED BY x, t0 I`ll ; CURRENTPLAT) —0 PROPOSED LIGHT POLE 0 PROP fi'U71LTIY •;� 'I S Np ■ --W PROPOSED WATER SERVICE ,/� L" PROPSMT ''i 2S i \ —B PROPOSED SANITARY SEWER SERVICE V '1 E PROP OSED ELECTRIC SERVICE �►/� 3 1I 11 I e n —G PROPOSED GAS SERVICE V 1 yy M ; ` Z U I, Ii ■ z i x D w � 29 KEY NOTE LEGEND lay E w 7 TYP j' Q 1�I 1�PROPOBEU B'PVC SANITARY SEWER LINE \ OPROPOSED S'PVC WATER LINE fSEE WATER PLAN SHEETS Z C-040 TO C-04S) w "a -- N WATERLINE G PROPOSED 12'PVC WATER LINE(SEE WATER PLAN SHEETS O Q O C-040 TO C-044) e O 12 G+ 30 ■ 4 PROPOSE[)FIRE HYDRANT ' •1 �� ■ '�'�PROPOSED IP'PVC SANITARYSEWER LINE 4pD0uREvi @ 13 ''k PROP DRAINAGE EASEMENT x 'C' O6 PROPOSED STORM SEWER LINE _o 3 14 ul' _0 ' O7 PROPOSED 34'WATER SERVICE.,METER PIT8,CURB STOP = 8 N l4rotD 1T.7 PROPOSED I•i1Y WATER SERVICE,METER PIT B.CURB STOP -Ov fE16 T3 S �. 31 p�ONAI E 4�]W292r �+ .XPROPERTY BOUNDARY E G G__N- - , sra ao•euaa.am � Os PROPOSED 4'SANITARY SEWER SERVICE WY C.O. __ _ 5 c§Y 1 B•ss•eFua.vl� CALL UTILITY NOTIFICATION 1 X E3'rala.sa CENTER.OF COLCRADO PROJECT ND: 1OS001 8 ,'yw ry auo�3a 1 10 PROPOSED fi'SANITARY SEWER SRVC WI C.O. 0 'rs'C04c Yvvc T .g ''� MATCH LINE 1-800-922-1987 pATE' AOGU5T 7.2024 $YS SEE SHEET CA45 s�oRE oV DG.cAnDE.DR ExGuwTE SHEET NO:C•044 _Z2r00 ,�,�t i` cDR n,E wRxw�oK UNciyRD�SurD ER un 44 OF Fiat 1 MATCHLINE 22+OD 1.q1 SEE SHEET C-04d ,1K/�EY NtAf-1"='�dQO' /► WATLRLINE c Street Cut Nate � W r r14Ta -_- 32 G W LIMITS OF STREET CUT ARE APPROXIMATE, FINAL UNITS S ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN 041 044 ' ACCORDANCE W iH CITY STREET REPAIR STANDARDS. 4 e 34 33 35 a 4a aD' 04 BILK _ -- - - , 043 046 ^;�041 � + ` �PRDPERTY BtiIINDARY - . PROFOSE030'TRAR AND NATURAL AREAS BUFFER EASEMENT 1 047 9 _ ♦. 1 048 048 FUTURE lO'REGIONAL TRAIL BY OTHERS F NOTES T 1, 10 SEPAPATON BETWEEN WATER,SEWER.AND STORM LINES SHALL BE PROVIDED. _ 1 2.. MINIMUM 4.S TO 5.5'OF COVER OVER WATERLINES UNLESS z NOTED OTHERWISE, z ALLO 1 ti. TCRM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT _ 5 T(GkT JOINTS.UNLESS NOTED OTHERWISE. � u3aG3 ana G 11'1?E x ALL SANITARY SEWER SHALL BE 5DR-,36 PVC.. r 5. ALL SANITARY SEWER SERVICES SHALL BE 4'UNLESS NOTED _ 3a.0 OTHERWISE V V V V 1 ` ` 6 ALL WATER SERVICES SHALL BE Y,'UNLESS NOTED __ ___ �___ OTHERWISE.I 8 , ____________ _ CHECKED BY- JRG --- ]. HAZARDOUS MATERIAL.TOXIC.CORROSIVE,OR REACTIVE dD3' 5 Wr 1p 31vS 1 MATERIALS,OR FLAMMAELE'COMBUSTIBLE LIQUIDS(AS DESIGNED B4 JRG E1 PR DEFINED IN THE UNIFORM FIRE CODE}IF USED.STORED.OR 1 HANDLED ON SITE,MUST HAVE A HAZARDOUS MATERIALS IMPACT ANALYSIS,(HMIA)COMPLETED AND SUPPLIED TO THE DRAUV_ BY JRG PLANNING DEPARTMENT AND THE FIRE DEPARTMENT. 11% Irtrl 8. THE SITE DONTRADTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES,PRIOR TO CONSTRUCTION. Z III I, • - _ _ EXISTING LEGEND EXISTING FIBER OPTIC LINE = w EXISTING TELEPHONE LINE w EXISTING WATER LINE EXISTING STORM SEWER LINE . 1 EXISTING STORM SEWER LINE Cyr ` II EXISTING FIRE HYDRANT [ \\ EXISTING WATER VALVE L EXISTING STORM SEWER MANHOL E k \ EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER CLEANOUT `4% \ - EXISTING LIGHT POLE Q 3 V,a}3aE5.05 ti — ' E alxxsA.93 / 1'' PROPOSED LEGEND ` ^ 1 . PROPOSED "OR 12' VC SANTA R SEWER WIMANHOLEA 1712U't IX O ___ __ PROPOSED B'OR 12' VO WATER_- __----- PROPOSED FIRE HYDRANT ASSEMBLY Z 2 PROPOSED STORM SEWER WI MANHOLE Ul J sr L=e•Pvc __ _-'- `'i �� \\ M PROPOSED WATER VALVE INLET 1s 9T33 a.ar- _ _ l ► RROPOSED THRUST BLOCK ___-_ e•=S eERo wt Te> __ _ 1 a-I] PROPOSEDUGHTPOLE z01 S p 11All,�ff WC.E31 yf3&b W _-_-_ . \ —W PROPOSED WATER SERVICE t` 1 - STAza-y3ss.aw RT 1 —S PROPOSED SANITARY SEWER SERVICE BEGN IY FNC WATERLNE DEFL€CTdGR � YB+00 3 � . \\ E PROPOSED ELECTRIC SERVICE E-�3 +� a �'�,� . —G PROPOSED GAS SERVICE V+ 3 WATERLINE 0 S \ Z a KEY NOTE LEGEND U z \\ y C PROPOSED 5•PVC$ANRARY SEWER LINE Wa 1 ems,PROPOSED S'PVC WATER LINE(SEE WATER PLAN SHEETS U Z C-04D TO C-04S) w 3 PROPOSED 12'PVC WATER LINE(SEE WATER PLAN SHEETS O Q STALT C•040 TO C-049) � p '. 3men?e m.OUT,C CROS5 11¢'eFYS(NW G9EL&M , f N 1nT3'tb5.n 4 PROPOSED FIRE HYDRANT c31x9911 g5 \ ' g 1 OR1T•m:n osm_c �. ', PROPOSED 12'PVC SANITARY SEWER LINE + q0 RuRE4u, eY X17 •Y eFvalAw ASEpe GV 1NEIdTB ', _ a E�+�.aT � ', �PROPOSED STORM SEWER LINE STA T 3!C c0 ' _ T PROPOSED 3l4'WATER SERVICE.METER PIT&CURB STOP Fd18 L _w�S•G�,�£ ' EX PROPERTY BO UNDARY �ECF ALL UTILITY NOTIFICATION 'I LO w IaTaa3,eE Op + CENTER OF COLD RADO 1 e�PROPOSED 1-11-1 WATER SERVICE,METER PIT 8 CURB STOP 80np ii fQ E-�f'a� 22 987 9 PROPOSED 4-SANITARY SEWER SERVICE WI C.O. `� � s 5 � ^OU��GG��.7UI 1 a ORE VGU DIG.GRAae OR E%CAVAT£ 10 PROPOSED S'SANITARY SEWER SRVC Wf C.O. PROJECT NB: 1 OSDd1 ti STAt 1HAS,115P RT EGR THE IWARItttIfi GF UNGERGRGVeN GATE: AUGUST7.2024 f+ PRJP FN A53V i' • MEIA€ER lP1.IlIES. N 1dy3ES11y _ MATCH LINE E 39ZlEE€Sa r �+ s SEEskeer0-0w.s SHEET NO:C{Sd5 ` WATERLINE - 45 OF B4 ''. •G. .�` MATCH LINE SEE SHEET C-045 - Street Cut Note KEY MAP-1"=1906' V 1 LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS i - i 24+tt 31 • . p z_'ARE TO BE DETERMCNED IN THE FIELD BY THE CITY 5.z.s* sinL�Z•alv;lrnve ,9ae v,9y _ ENGINEERING INSPECTOR. ALL REPAIRS ARE TO B£IN �} N 16 N9'sl m msa aE 111.R ACCORDANCE 1MTH CITY STREET REPAIR STANDARDS.E WATERLINFD A `,,CALL ..MOT1FIcATION _ r1,1 Z h 17 PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT 041` 044 �n WATERLINE) •� ! ',CEN FCOLOf2AQ0 \ 10 'J 1'-8 2 �987 _/� STA 15• 53.1AIq `, 'I 1$ e'sN�x5n O 3vO°�oG sl« 2TE z nEra;RpVNn FUTURE 10'REGIONAL TRAIL BY OTHERS E a1aa3YT.39 STA. .uea rnR r�4vtl�RiAef� a Jf 3 PLN 1.9 ``0 04� 045 S A d15 LLC2 N' 19 r SP N __, `.. � s 2 sal.O:ua ��rx• E s 1asEaaJ - ' a `�� r' �� 12 , aYTEE 4Yl 12'BFYRiHYVi Sc`i81B �pLr, _ - 043 046 049 - 16+G9.7o i St l=e•Nrc srw]i'rJ es.a00 LT `' `- SCALEt•=4G• 12 pa5 EB RC IT T IV 9FY9 INW R SEI 9•GV MCI&TE i 0' 041 �A7 - mv� 40' eV lti 79 - ,1 / �,T,,' STA t5•r+.r24.Op - 04 = y J 4]'x0'CRi'S55'I:oY&N51Nx B5y, N®• 1IN IST6 •S • d]L612T ` 10 - -- - ET>ma5_.,r _ 048 048 a'si zs 9aaipNB ,,S�STA:ia4 1.11 a0 `-•1/' 1'J STA,3^3E.A.]�9.l LT 3Z�� -WATIII 1 _ u dr a E'zz�RE w1Te 'ReP o-Ao5. 3 `g.p S A21.1a814:w n EN14x1.'AE,7 10 � E AZIENOlm '-_% MOTES E., ,,nc lSfSTE ,'\ -`"' 'r srA,»sE:9a R°` LWEO ` �♦• a.29a9 Te a• ' \ F'-�' l�" ,q•,cS TMa�,a+,p� vl 1. 10 SEPARATION BE11',EEN WATER;SEWER,NO 371R�V 5+ sia ..S 2 i� O LINES SHALL BE PROVIDED. Ea_ u.r w L✓ �.; ' ' 3 `r�` 9AaT.5915.05a'RT - - i 2. MINIMUM 45 TO 5.5'OF COVER OVER WATERLINES UNLESS - i�� grr 2 ST 3Ebfi 5D9.Cd'LT IZ 2S 9ENO Wr TE ` `o N rn2re + w NOTED OTHERWISE, z'� WATERLINEJS \ �`". 15 17125 SENDWr TR 3tla �� .54 \ �� 1 N11129R5A0 �P'n E313G59231 e�J 3 3. ALL STORM SEWERS S N BE CLASS III RCP WITH WATER - TIGHT JOINTS.UNLESS NOTED OTHERWISE - WATERLINEM �s LJ j?� $LK ` ♦� F 4. ALL SANI T ARY SEWER SHALL BE S➢R-35 PVC. _ A2zNs.sl.9.x' < - ;� r 5 ALL SANITARY SEWER SERVICES SHALL BE 4'UNLESS NOTED 9 E ec�csfs,9 -'` BLK ' '�� OTHERWISE. ".D 6. ALL WATER SERVICES SHALL BE Y/a'UNLESS NOTED �•� OTHERWISE 4C,1. CHECKEAB JRG �STW 2rE,, 04V \\\ +. `t�/ , 14 2 r HAZARDOUS MATERIAL.TOXIC.CORROSIVE,OR REACTIVE 1411 W RLINEL + 1� 'ram HANDLED,'''%' C S51'tl Zw1E"IEE w+1Za V5Nw8GE18B DEFTIN THE UNIORMFIRE E CODE) IF USED, MRTERIA.L OESICNLo BY JRG &'1 15 SEMb W1 TB MATERIALS OR FLAMMp6LEl COhIBLSTIBLE LIQUIDS{A9 ON ST N wTz9o,se (�•- 3 2 7. N,srYr�.ES �Y� S R DR4N'N1$V JRG 1 �\ 18 ,E]r30691.d9 IMPACT ANALYSIS-{HMfA)COMPLETED AND SUPPLIED TO THE E PLANNING DEPARTA/ENT AND THE FIRE DEPARTMENT. 6 k� ` , aRaP FH A55Y s'd 14.312'.L'A7 5, THEMTE CONTRACTOR SHALL VERIFY ALL EXISTING. 5 19 2 '�/ Eataa39r as n',2RIE'RE wt,TRFVSMWB.SCV4TIq UNDERGROUND UTILITIES.PRIOR TO CONSTRUCTION. 4 STA 2NRE2 a.ua - N I!2r9E.aa 9'9a`NENGWfT3 STA- i0.5.a9' �� E3taaE3J.:9 E 3d72 o u'.'c•.fi•s:m•O rEE vs Nviamczm G '9 _c EXISTING LEGEND SAI3.WS1 IN � ' E31a9fiW.92 ffi \ /` n 9'27S 8EN0 WlTe x' v 4• ... - EXISTING FIBER OPTIC LINE " EN9s TMG.wA,ETiLWECEiLECTroN Ea,rxaicm EXISTINOTELEPHONB LINE H sar'+r93.A1 r J S Ea129941.43 ' :Jt a9'15 LF Is oVc y 6 ' EXISTING WATER LINE 3 �f '��']�O EXISTING SANIARY SEWER LINE ('`�(- BLS( EXISTING STORM SEWER LINE S7Al2.17'4LEN 14 9`-' _ EXISTING FIRE HYDRANT .� 1 C22.5'EEND SITE •u`.y `� 20 H•R2Ta,.58 gS4 G', EXISTING WATER VALVE \I111 21 Ea19a22a 98 7 g; T� 7 EXISTING STORM SEWER MANHOLE 22 VIA I1 5931 a a'LT G $' WATERUNEO`` O'G ` 'EXISTING SANITARY SEWER MANHOLE U 9ENa wrre G 1 EXISTING SANITARY SEWER CLEANOUT Z V N Iar2 7.1. �` _ J w E xtmx+LtE EX STING LIGHT POLEETA4 IL/�{`_ ❑ i UO`lE 4 a E) LT. w 1+9 8 �.•�' ' 10 tT,l:'.3'TEEW t2•EEYE INWEaE78rE $ Q 2 'F Y E laoeafi.sa PROPOSED LEGEND 0 Z STA TO 75.7:1 0 W G J Q BTEEWIR`GV5(Nw9GWIETR <+ IN ER LINE 0 15 W 141N .00 Sd�/ Sp. 'G Q PROPOSEDS"CR .l 12'PVC SANITARY SEWER ❑ T Ealmsxrs J 9 A WYMANHCLE r^ 5' 9 STA ZE•2111 O.W -aJ- PROPOSED 8-OR 12-PVC WATER A/ ETA 1•40.17 0- OF IF xr• E"1176FV'E(NOR&W d 18 WATERLI e'1EE wV 5'GVSINx GSW16Fd G ' N-4T25r382 C Cry PROPOSED FIRE HYDRANT ASSEMBLY N Iii2619.W E]1]{b16.p11 7 E a19E2-,R.9 R8+23.sJ � PROPOSED STORM SEWER W/MANHOLE WATERLINE sran•Er 2s.tJ s4 IT 5 8 PRgP F-tAiSY PROPOSED TYPE R STORM INLET O �` N ItlT25S1J1 BILK3b a �,t� �` .I I Eala59E9.ra d� 14 PROPOSEDWATER VALVE 'V 12 ► PROPOSED THRLST BLOCK a.e'.sxr�s• PROPOSED UG'-I`POLE ❑ 31 32 33 34 ya s 5 7 7 E, r-o1 4 -W PROPOSED WATER SERVICE G 5 ,STA23.9r310.UY ,:� 12 -S PROPOSED SANITARY SEWER SERVICE 'E 4'BVC wATERL9A:�FFlEC17iW ` ... N larzSaS.ze STA 1.h2rd,ON 4" -E PROPOSED ELECTRIC SERVICE 14 2 Eltaar a? .F WIB G41Nwl,66Fv1 I 612", -G PROPOSED GAS SERVICE G G s WBE s w G G s W E S W C' S 9 R y1 • .SIT 9 -- -- -- POC PROP B PVC NIAr:51d „ NE 8TR E I3 Y]L�9 s w wATERLWETC EX IE" � 2 G ,'. 13 Cs/ Z C ` 1 `y 55 PVC WATERLINE O �NNEC'S6 EX:6'PLY WATEPLNE ` 6 , ; G, Q 5 5 - 5 20.9ra O5v N rz+tl se G y;' wATERQNE P KEY NOTE LEGEND U m , N,JT251J.a+ , _ J 1 s-A laws aoo �T, ---S W S W S W - -----S W ` r ^TA eEoa 0.9P ,' 14 ,¢' PROPOSED B"PVL SANITARY SEWER LINE OJ "IN 8'IT:EWATERLINE PEELELTION Ea1a '.Efl 4 _ 5'xe6•rE•T�w19'GVIarri I6'BNiNETdTB yy r' +b ° N Ssx PROPOSED 8'PVC WATER LINE(SEE WATER PLAN SHEETS ~ IT WATERLINE ETIap92r.°3 G ,'� Eata93ssrE 17 Thy O C-040 TO C-049) U Z_ g ' +�• ''WA ERLINE O 4 9''r PROPOSED 12"PVC WATER LINE(SEE WATER PLAN SHEETS Q L 040 TO co4e) 43 42 41 4() 15 G a PROPOSED FIRE HYDRANT E,"1r, PROPOSED 12'PVC SANITARY SEWER LINE s*aQ-ADO R POC PROP A"SANTARY DPROPOSED STORM SEWER LINE a G G G IS E G �.. > y1: 2 ---_ ----`# a'� SEWER TO EX S' 16 ` SANITARY SEWER 1 �7 PROPOSED 314'WATER.SERVICE,METER PIT 8 CURE STOP .'� PROPOSED 1-712'WATER SERVICE.METER PIT 8 CURB STOP OR �FeFH '-......! Iaf�.. ...•d 6' SS 55 -�Q r TONAL E�Ga"`• � ..- ROPOSED 4 SANITARY SEWER SERVICE W!C.O. rw+x,u lllu,l"`pOa` IT ATER DR1V� _ C7 J 91 I' 1 7 S S S 10 PROPOSED 8•SANITARY SEWER SRVC W7 C.O. 2 G WATERLINE P rzeoZEcr No: ST7.2 F A.r1-.1 � AUGUST?2024 i T+r K �...:' k�' ::as:-,.- s_::u....�._._�::;_ �Y�'.-...: .� - - _ _ _ MATCHLINE %, S SEESHLLTCA42- - �5 SHEEP No:C-046 —��---Y -S,/.r - �"�%. —��_� e111z4zs1.•3s D13o I,TeZ WATERLAAED MATCH KEY NAP-1 - rI�I 1000' fi BLK / a i7 4E �za+T ��40 Z ' sTA «St$10.m'RT 1 2 $ 4 � r.t.-.n•TEewrlrew �HwssE,aTe ,?'•,O � WATERLINE ' 4 mum 6 k ,'d� E3t3trestta J `J ,4.. ly 1 I 1A Au. kEtl�'u"s lSwSsk.d IN ` STAtl AT.00R`� \ ({ .e`--`� siAfl<aa.Og.Opv h' ,,L` / „0 6".4'GWIWC.TC[YIV6' E d M1 `S". -\ 044 - I �r�.eGvs swa J re N_a:Guus 04 1 ry 8r2 �� s7Ao•tls,5l mar _ -w u 'I ------ 'SS'BEYC wr TB E W 'JJ E W G W GG G _ w ______________________________� - E313nmI�N 1.i.00_____-_ __ 2+ t r ~ Z • I WArERLu�EG � >aa:=9'P. t4i"L CPLC /'1Ch'1g Ix `\\�y # 1 - V! W f Wa s �0 TL ,. �' �4 Q4� I - - + 1 su zJ-eJ+.omt WATERLNE7 yzla6al -To a' -c''r� - I '� I gEi3 046 rats aENo wr TB \ '• oZ�"° 1 Eat30E1a..it G N 9+r1 I E4'AEtT.03 # 22 21 20 19 15 1 q 13 12 11 10 1 O� A IT+ T i i2.5'AEYC 'J I TA JW&J2,.B.Bp ST 3E3 d-0P ^9x - .[ &'1•tT=wB V51`357E TB e�TEE W:O'GVS�tE 65)STH � NaI; SFA..]WB.69,OAO' � �grz[st21 Nr4TXKt]I E3t3 I I - .r - E31]BBBtl.53 _ ]t]OaeN.Se Sin.tJ.;gV6 %ITT - - SrA'J•53.1J.OnkY WATERLINE ,` _ 6313]TS36T B•s e'SIVNEL TEE'Mfi G+Isld 1B I 2 � b-fA6�S 4N'0'Gl9 M.E.d57. NF-�- � 12 �T W E________ k r TA_ Er' EnsOSIB.10 i G W S W S _ G G_W_S____ _ W_S__ _G G_''"'_S _ _ r I.. WATERLIINNOE9 __ _ 2 — N ' ____ _____� ____ _ ___ _ _ _f _ _ - - 1 1 B 18x'OG g' 6 h•.Ai` +DC _. 13+00 N I4+00 15+00 16+00 17+Q0 s1AlaT,.y�OP]' 13 NOTES �x JugT U'e'avC 72m c9'=.•C '' ass:e;.E .e - - $ 'J1t/L90`RC ,:- \C11 C42S9E11D YUTe 1.O19 SEPARATION BETWEENNA-ER.iE'NER.AND STORM SS 5 5� T 5 N Hi 2ta1.4 LINES SHALL 13E PROVIDED. _ 10+00 — HIS 33 a5 -- _ E3.31(14m 'I 6 2 MINIMUM 4,5'TO!LTCF COVER OVER WA-ERLLNES UNLESS 7Fgftia FCRO55HIB- HM E 851 56A 91d 6.RT ' C sTA IJ• ,66,Js.OQ HT NOTED OTHERWISE. S 45' 133T mhY N tATZm131 I O'Ji'BENC W:TS E]•m016 TB a ^N1].'IC6T1t .. v yaT1035]< N 14'SN V ]' ----� Eltx9[1P2 14 3. ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER F I 2 E31)1➢:t0;m ___, Nt4TXn.021 I TIGHT JOINTS.UNLESS NOTED OTHERWISE. ___ _S_--__ EJIA,1'B4 y;.__4_ _ „___S___—_________ _ __ ------------------------ 4.tl JI im ALL SANITARY SEWER SHALL BE SDR-:1E PUG. I O 2: 5, ALL SANITARY SEWER SERVICES SHALL BE 4'UNLESS NOTED ��II ! REMOVE d REPLACE ASPHALT 2 6 r. WATERLINE R 1 I m PER CPYOF FORT COLONS 7 + WATERLINE 1 OTHERWISE. 1 RR NT TR-'f N ___I .'� CU E COIS SHEE5 Et AT S SERVICES SHALL HE UNLESS NOTED CUT NOTE THIS 5HEEF. �i s of 11 S. ALL W s*Ats.00 am' Oi iO ` + . i0 OTHERWISE. � [FiE[XEFl 81' JRG COaNHE[7 TC Ex e•MCWATERuhc _ O i HAZARDOUS MATERIAL'.TOXIC,CORROSIVE,OR REACTIVE -0101 LEI C7 O MATERIALS,OR FLAMMABLE!COMBUSTIBLE LIQUIDS(AS DESIGNED BY JRG ea13SI�.0p _ 1 DEFINED IN THE UNIFORM FIRE CODE)IF USED.STORED.OR •'j -'� '..r S D HANDLED ON SITE MUST HAVE A HAZARDOUS MATERIALS �^ .1,0 w IMPACT ANALYSIS(HMIA)COMPLETED AND SUPPLIE0707ME OR..Au�1 BY JRG I BLK PLANNING DEPARTMENT AND THE FIRE DEPARTMENT. {Ip1 0 20 N I I - 8= THE SITE CON i RACTDR SHALL VERIFY ALL EXISTING < W UNDERGROUND UTILITIES,PRIOR TO CONSTRUCTION, S - i BLK U EXISTING LEGEND �1 3 1 ly 3 I'i I 19 $ o ^� 3 < EXISTING EIDER OPTIC LINE h + L w BLK N - - EXISTING TELEPHONE LINE 181 j� EXISTING WATER LINE } `G] O, Ip (C,r -. EXISTING SANLARY SEWER LINE �y ,O' ir'T EXISTING STORM SEWER:LINE LL , o EXISTING FIRE HYDRANT y TYP 4 10 y i 9 N EXISTING WATER VALVE -CON 11 v, -_------ -________ ___ ____ _ EXISTING STORM SEWER MANHOLE 4 �,N 4 r w 0. II � 1 Q EXISTING SANITARY SEWER MANHOLE {a W }�. 0 } ~ EXISTING SANITARY SEWER CLEANOUT W 1111 �il, EXISTING LIGHT POLE a rn I +lI I 6 6 7 Ct �I PROPOSED LEGEND Z P � 10 � � - 5 � Q LJ- ` to PROPOSED.W OR 12'PVC SANITARY SEWER WI MANHOLE M i O 1 srn 6 ha.al matt 3, WATERLINE R V O. e W I 7 TYP O -- WATERLNEP e^TEEIw,6�cv5rE a S)a TM1 sT-0IJ —x— PROPOSED 8'OR 12"PVC WATER tews.�.lC.sv _ __ _____ ___ _ 6 37 7 O __—_____ G S W E S W G G W I N1]0 3 _E lSE3d fm8 0. - Grp PROPOSED FIRE HYDRANT ASSEMBLY 1 s A a x.om --�--- -I -- T----- -- - -- W • I E•gs11471 T] kE a.Ys r.a EleTs. PROPOSED G70RM SEWER Wl MANHOLE J N i4T I6N Td —H IJT155J.19 T�r-_ — S I 6 12 E3tJO5tr01 j$ /d� k tse9ds,"I -1 � PROPOSED TYPE RSTORM INLET Q O ..... ... x+�j - E-y A 1� I I 14 PROPOSED WATER VALVE u b I .y S.\l 'aq. 5 s5 $ s47TC"� 1A55 . �. I�JI L.s we ecusE s'cv.: W + "_y�an L'=ywC* W ► PROPOSED THRUST BLOCK I[ 17+00 15Y00 15+00 —14+00 17+DO 12+04 11+CO PROPOSED GHT PO O I Y s EE M1.+r re 10+Q — 3 {irE s �Isst» R'lM.tllw iYlA lwi.119 a qt: 9?usaT°J POSED WATER SERVICE S _____. ..- __....____.- —.__._. __-_ _ ,E_W_S______G ©_W_9_______ _HE�_S_______G Q_W -_-____� E w_5_______O G-W_ _____ _ _ -S_______G G W__ PROPOSED SANITARY SEWER SERVICE W Q S .�-- *14;14ww!ywwwwlwwww 0111 � VrEE O' slEd sla-8 2 —E PROPOSED ELECTRIC SERVICE7�1 +) - 44ATERDNEP v+ —O PROPOSED GAS SERVICE f } PROP LIMITS OF E a DEVELOPMENT w w w w R PROP RIPRAP .} 1 2 3 4 5 6 7 z fl ' 21 0 BLK KEY NOTE LEGEND Iy f + OJ I .!I t 21 Q PROPOSED 6'PVC SANITARY SEWER LINE r PROPOSED 8'PVC WATER LINE(SEE WATER PLAN SHEETS U Z — ------------- ---------------- -__ - ---- --- _- --_---___- _---_- lJ. C-040 TO CA49) W 0 . . ` EX POND 100 �;`�PROPC-04O T ED 12"PVC WATERLINE(SEE WATER PLAIN SHEETS p < � WATERLINES �C-04D TD C-049) d p II PROPOSED FIRE HYDRANT x„`xp _. PROPOSED12°PVC SANITARY SEWER LINE aqQ 3 j r E CALL UTICtTy-w--TT-I �TION O (�} Ai*�a n R GGQQ,, �ITS OF _"J PROPOSED STORM SEWER LINE . t a CENTER OFC�QRACO �' I 30 "I QO(} 922 ScALE:t"-40' PROPLOPMENT _ z I v v .7L6 DEVELOPMENT o �T PROPOSED 39-WATER SERVICE,METER PIT&CURB STOP eE Younm n°"oE' ..'`ce 0- 40' 1. ! + 16 15 14 13 12 11 10 9 E HEMMNING oS UHPErseAcuxo �' ITJ PROPOSED I-112"WATER SERVICE.METER PIT&CURB STOP -� -MESeBErs uTIUTICs, ��`1 o „ZON C.O. F^a,Gs"H E U9 PROPOSED 4-SANITARY SEWER SERVICE W1 0. ' "g I Slreet Cut Nate $ ",rr nKI PROPOSED A'SANITARY SEWER SRVC W!C.D. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS 6 pRo7ecT No; 105001 + AUGuSY 7.So24 :k ARE E 8E DETERMINED IN THE FIELD BY THE CITY X ENGINEERING INSPECTOR. ALL REPAIRS ARE TO DE IN - MATCH LINE a E W s G p W S W s -T G W S w S G G W W S G G VI S ________ _ _ _ __ ________ __ _ __-____ __ _ _______ - _ _-_______ _ _ ________ _ _ _ ACCORDANCE WITH CITY STREET REPAIR SSANDARDS, SEE SHEET C-048 w w w w w w r . - - .. SHEET No:C-047 47 OF 84 B ' IT MATCH LINE II G1 I' SEESHEETD-17aT- — — — — — — — Ir r.xls 5�€'RreE-vlel.r,vlvnxie -- - -�li '�- I� KFY MAP-1"=1000' f c � �1 WATER' � /r \{_1�n � uRon3x3.a5Y W S W_5_______G G W `�____ W S G G W S E W S r:,A c - LINED 11 E 1a -- -- 29 I rE3130iID,13 T_ _ _ _ _ ____ __ _ ITT— __�.. �,�I 5„;Z.Ig - 4 � I ___ __ PRCPF A9,9 � J I I^Alf"iV �814 MIA wiww; t WATERLINES .. —. - NnYI;51 6 I ' Ir� I• a a+00 15+00 18+00 17+CC v'aiavz 2 i� esa'REwa >e 75"s3PLF4-PrC ts] 2FePvc ],T�r r - n+<x1�ss 55 5 ss s vrpTERLIAES / E5V3ttI�['[ SFAi2•E9.860,00'I j{ A"xfi SM'iVEL TEE IH B'GV INIPo TPo - 5 3'r r.`ASflEL�V 5 GVNISTE '�• ' .qp_F x•P.r e14113M.95 — N,m3a.eA tX PROPERTY BpUNDARY� '\ -]Imia]:5 1- i_ __�_____ _ WATERLWJES EA.iatiFEa333'),V a .. --- --I--- _ __ _ _____ _ -_.__ _ _ _____ _ ______ __ _ PROPOSED A AREAS F EASEMENT /� 04� L_ �_ 11 'TRAIL AND NATURAL AREA BUFFER I�E S W G G S Y` $ W G G S W S W G G S W 5 W G G S W - 9 + T BLK $ F{1 T - 1Y.�7atl'TE=w.i tS ervlE UG Iu476B 3 -Wlk NE1) . ' / �� 043, 046 '.�04`.a9' E ara:.exss .FUTURE IO"REGIONALTRA[LSYOTHERS 38 37 36 35 34 33 32 31 30 047 � - /-iATERUNE D `�-�X �-- ------------------ - - - _ _______ _ __ _ ______ / EX PROPERTY BOUNDARY PONOOUTLET _______ ________ __ _ _ _______ ______-_ _ ___ _ __ -" -- c 6 II I! STRUCTURE Y e• .. .__ I I NOTES P ' '� � PROPCONl;-,I.ALURE'.AININGWALL ID10SEPARATION BETWEEN WATER,SEWER,AND STORM LINES.SHALL BE PRCVIDET). - ------------^-- �- �j/ry '.. - 2_ MINIMUM 4,5'TOS.S"OF COVER OVER WATERLINES UNLESS PpC PROP I2"SANITARY REMOVE SREPLACE ASPHALTPER GTV OF FORTCOLLINS EX PROPERTY BOUNDARY - - ---"" SEVARTd EX 15' �"""'-. - ._ .... ... CURRENT CODE.SEE STREET CUT NOTE THIS SHEET. NOTED OTHERWISE. _ RICHARDS LAKE ROAD - ��' `-: ;.» � .= M-�"�'=- PROP LIMITS aF DEVELDPMENT � SANTARY SEWER .. ._. .... - __. _ - _ - - / "'°" 7. ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER (TWO LANE ARTERIG -N 3 TE-i CURREEK REPLACE ASPHALT PER CITY OHIS SHEET. GOLL8N5 TIGHT JpINTS UNLESS VpTE6 pTHERWISE -CURRENT CODE..SEE STREET CUT NOTE THIS SHEET. _._.��.az.a,�,A::,.,.'..::•:::�:...._..�- ,,.:-:•::...............::......�:._:....:_._:.>..._�:._... __ ._. _ _. - _._'-_ -__._.�._....�._ _,--_ _ _.., -_.-,m- - .. ALL SANITARY SEWS RSHALL BE SOR 35 PVC. - ... i _ •• ,�;,�.. •.• ':: 5. ALL SANITARY SEWER SEIRLgCI9n43Itl1MIlEWliCdi9lESS NOTED CTHERWISE. v RVICES SHALL BE 3; UNLESS NOTED -- --- - a _....... OTHERWISE CHEC KED 81- LEG 7. HAZARDOUS MATERIAL TOXIC,CCRRDSfVE,OR REACTIVE MATERIALS OR FLAMMABLE/COMBUSTIBLE LIQUIDS(AS DF$IGNFD m. LEG, HAKEDEFINED IN THE E.MUST M FARE CODE)HAZARDOUS USED,STORED,OR IMPACTA AL SITE MUST HAVE A COMPLEEDANMATED 70 J W PLANNIANALY5RTME T)ANO THE DE ARTMEED TO THE DA0.7T�I BY. JFtG PLANNING pEPARTMENT ANp THE FIRE DEPARTMENT. 8, THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES,PRIOR TO CONSTRUCTION. I EXISTING LEGEND EXISTING FIBER OPTIC LINE C - EXISTING TELEPHONE LINE EXISTING WATERLINE EXISTING SANIARY SEWER LINE EXISTING STORM SEWER LINE EXISTING FIRE HYDRANT EXISTING WATER VALVE - EXISTI.No STORM SEWER MANHOLE EXISTING SANITARY$EWER MANHOLE EXISTING SANITARY SEWER CLEANOUT EXISTING LIGHT PULE 00 PROPOSED LEGEND w Z PROPOSED 8.OR 12-PVC.SANITARY SEWER J WIMANHOLE U PROPOSED W OR 12"PVC WATER ►M—� PROPOSED FIRE HYDRANT ASSEMBLY Z W ! � PROPOSED STORM SEWER Wl MANHOLE -j F PROPOSED TYPE RS70RM INLET 0 4 N PROPOSED WATER VALVE u a ► PROPOSED THRUST BLOCK Ix -0 PROPOSED LIGHT POLE O F —W PROPOSED WATER SERVICE O LL —S PROPOSED SANITARY SLWLRSLRVICI- —E PROPOSED ELECTRIC SERVICE r —G PROPOSED GAS SERVICE V C KEY NOTE LEGEND u O OI PRdPOSEU 8'PWG SANITARY 9EWEA.LINE F- PROPOSED 8'PVC WATER LINE(SEE WATER P%AN SHEETS ~ C-040 TO C-049) W gPROPOSED 12'PVC WATER LINE{SEE WATER PLAN SHEETS D 8 C-040 TO C-044} d O Sheet Cut ND1e PROPOSED FIRE HYDRANT u I DIn LIMITS OF STREET CUTINE ARE APPROXIMATE, FINAL LIMITS 5 PROPOSED 12-PVC SANITARY SEWERLINE ec4'N RE p4 ARE TO BE DETERMINED IN THE FIELD BY THE CITY O REPAIRS ARE TO BE IN ems.og ay� , ENGINEERING INSPECTOR. ALL 9 ACCORDANCE WITH CITY STREET REPAIR STANDARDS, D PROPOSED STORM SEWER LINE U'moo� PRpPosrD 314-WATER SERVICE,METER PIT 8 CURB STOP = ' O PROPOSED I-112"WATER SERVICE,METER PIT B CURB STOP CALL UTILITY NOTIFICATION �PROPOSED 4'SANITARY SEWER SERVICE W!C.O. wrn;�MAly .� CENTER 4F COLORADO PROJECT ND:. 905001 -8010.922-1987 � � � . � 0 PRDPOSEO6'SANITARVSEWERSRVCWlC,O- OAT[' AUGUST7.2024 -zsuslNEss oars+N Aovanc GCALE i"=40' /�AAp BEFGRE VOII GIG.GPME OR E%GVATE SI'iE�T No.C-0W3 FOP-HE MARKING OF YOERCRO,xQ MEMBER V`1LI11E5. D' 40" 80' 2 - OF EL4 MATCH LINE KEY MAP-1" 1000' �n . SEE SFl jT. 4B ISEE LEFT) ti 1 V �. W . 16W. PROPOSED 50 TRAIL AND NATURAL AREAS BUFFER EASEMENT ` L *� ` l 041 044 - FUTURE IC'REGIONALTRAILRY OTHERS ' I F fA � s PROP CONC HEADWALL 17 wrGRIFICECONTRDL 04 Z 4 n C `` -PROPOSED 50'TRAIL ANO NATURAL AREAS BUFFER EASEMENT f v STA4S-'W. D991T ♦ FUTUREICREGIONAL TRAIL BY OTHERS, PEN =. y P'•LS 12'335'BfND NJ T+1 /���] /� �` W ♦ !n� `N14T)•'+9 A9 �`` 043 046 - Ay , PROP DRAINAGEEASEMENT Q4 1` ,I i i I G 18 r PROP RCP STORM SEWER SCALE.:1°=4B' 047 OUTLET TO NO.,B DITCH � �I U• 46' 812 C' k ' 5 1 ETA 49,44 sb 999' IVUIL3 'I 1. 1D'SEPARATION BETWEEN !A ER SEWER AND STORM i LINES SHALL BE PROVIDED -� I,� ■ i ` I'. PROP CONC DROP STRUCTURE 2. MINIMUM 4.9 TO 5.5'OF COVER OVER WATERLINES UNLESS i1 NOTED OTHERWISE. O maselsiN 9 y! # I ■ ' I I � 3. ALL STORM SEWERS WILL RE CLASS III RCP WITH WATER TIGHT JOINTS,UNLESS NOTED OTHERWISE. 20 ■ ��n r Li ' ALL SANITARY SEWER:SHA2L BE SDR-35 PVC. - 10 `'� * I 6. ALL SANITARY SEWER SERVICES SHALL BE 4'UNLESS NOTED a cc �� �, +± ■ 1 OTHERWISE. 444�<Id� y 11 -I' G1 ■ II B. ALL WATER SERVICES SHALL BE 'UNLESS NOTED WATEf2LINED ■ i r II OTHERWISE CHECK€➢Sl' JRG 11 WI 3 21 BLI( I I } HAZARDOUSMATERLAL TOXIC CORROSIVE OR REACTIVE A •� � ■ I � I MATERIALS OR FLAMMABLE,COMBUSTIBLE LIQUIDS(AS oES[GV`D BY JRG j4 m 15 DEFINED IN THE UNIFORM FIRE CODE)IF USED,STORED,OR >x ` HANDLED ON SITE.MUST HAVE A HAZARDOUS MATERIALS EX PROPERTY BOUNDARY I C� EX PROPERTY BOUNDARY 10 I I IMPACT ANALYSIS,(HMIA)COMPLETED AMC)SUPPLIED TO THE DP VAN BY. JRG PROP DRAINAGE y' ■ PLANNING DEPARTMENT AND THE FIRE DEPARTMENT. /� \ y- EASEMENT T' WATERUNL0 12 .� '-, .Q I I 8. THESTECCN�RACTOR SHALL VERIFY ALL EXISTING �� {7 •+ ■ ! UNDERGROUND UTILITIES.PRIOR TO CONSTRLCTiON_ O� '� _ ❑ 22 ■ I I 3``,s s s.]5.s]a9P '� EXISTING LEGEND 1r 5'SYIIVFL TEE i'N6 GVISW16iB �'. - Q ■ I ` - EXISTING FIBER,OPTIC LINE /� EXISTING TELEPHONE LINE G° LL� O ■ I EXISTING WATERLINE g,�K -_� _ .�, �I 4 I EXISTING SANIARY SEWER LINE S G� 9TA 5]fi 5r]S4 RT +�`3 M' S'A 45.i7 A89PJ'RT ■ 15 _ s YP 23 I I EXISTING STORM SEWER LINE aBOP PxgsS.r trxATEEwV$Fv5lNw45E,ai] EXISTING FIRE HYDRANT ry 1aJi33d,N k14)I}IA.9A ■ E 3t 319SS.la % E]1]19Ta22 - - C`` ----- ------- ---- - ❑. p ■ II1 ' EXISTING WATER VALVE S`., C _ - EXISTING STORM SEWER MANHOLE WATERLINET v6, + ■ G EXISTING SANITARY SEWER MANHOLES} uP R' EXISTING SANITARY SEWERCLEANOUT v♦ -t, �` j 1 S \`.` III ■ -.. .- - EXISTING LIGHT POLE O$TA ]L.]i.OSO R = d 24 lzxe'T=_E iYeeislNwassla TE MATCH LINE pf. 7 NP Q � E]1]19t9n SEE SHEET C-04S(SEE RIGHT) I PROPOSED LEGEND � sra t9<]ase.as Rr i i Q PROPOSED 5C'TRAIL AND NATURAL ARIAS BUFFER EASEMENT PROPOSED W OR 12"PVC SANITARY SEWER P6GP fHn$$. 'a ■ WI MANHOLE U a N 4 t5BB.n I { i E]3t2TI.21 h E PROPOSED W OR 12-PVC WATER I ZST0.1D]]9].9ar �, 0 1iJT FUTURE 1C'REGIONAL TRAIL BY OTHERS Crir� PROPOSED FIRE HYDRANT ASSEMBLY ��{{ -9'.8'SWNEL TEE Ib GV y6T8 LJJ N115b4.1S �+ 3 PROPOSED STORM SEWER WY MANHOLE .^'1 9rn i9wo-aW Rr e a,ale»n ` ,n I J z.1r.S'TEEwilrefvs4NaslF is I p I � PROPOSED TYPER STORM INLET /��y. — N14i1551,J9 , y ,+ 10+� ■ I I 'i M PROPOSED WATER VALVE A sr su sl,s.ss,9.99 LT �1 x ► PR OPOSEDTHRUSTBLOGN u tr.aTE€w,trewsia,asla*e ■ 'I 0 Z + " N anbs4.ls` E� � I' � PROPOSED LIGHT POLE • E31]E71419 i —W PROPOSED WATER SERVICE I$5 r h G G W Ems` I ■ • IE PROP DITCH EA5EMEN' —S PROPOSED SANITARY SEWER SERVICE 0 WAYERLINE? , —E PROPOSED ELECTRIC SERVICE y{//�' y Im ® 1 1 —G PROPOSED GAS SERVICE _` 4 lia + I Z6 TTT■ S iiI 'F i i 12 C ik. I ■ ® !� KEY NOTE LEGEND It cs ` i PROP 70P(TOP OF BANKy OF 140.B DITCH O 6 _ ■ I (7 PROPOSED 8-PVC SANITARY SEWER LINE PROPOSED 8"PVC WATER LINE SEE WATER PLAN SHEETS r L (� t r I , , I I , Sheet Cut Nate _____ _______ _______� H_ 27 ■ I I lGJ C-040 TO O449) w Z LIMITS OF STREET CUT ARE APFROXMATE. FINAL LIMITS �C-040T PROPOSED 12'PVC WATER LINE(SEE WATER PLAN SHEETS Q ARE TO EE DETERMINED IN THE FIELD BY THE CITY 'i ■ I i 't'J C-040 TO C-445} d p ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN 5 _ --- G)PROPOSED FIRE HYDRANT ------------T .o PROPOSED 12'PVC SANITARY SEWER LINEuRurxn rt ACCORDANCE PATH CITY STREET REPAIR STANDARDS. E 4 WATERLINE ■ I i - p�'� tl �' 28 BLK ■ I I Q PRGPOSED STORM SEWER LINE o g T. w 15 I PROP BOTTOM(rOE OF SLOPE)OF NO.a 017CH' U _ O PROPOSED 314-WATER SERVICE.METER PIT&CURB STOP L PROPOSED I-V2-WATER SERVICE.METER PIT d CURB STOP ' + s �o rr,',�NALtE ` PROPOSED 4^SANITARY SEWER SERVICE 4V1 CO. 8 CALL LITILITY NOTIFICATION 1 CENTER OF COLORADO i rI 10 PROPOSED 6"SANI7ARY SEWER SRVC W7 C.O. PRO—no: 105001 G G W S E i 4 29 • i f � I �' 6ATE: AUGUST 7.2O2A 1-800-922-1987 -� --- - MATCH LINE L ex euscuEcsonvs iN AE.N. oar 2 + SHEET No"C-049 YDu aG—an exG—E s 1® •n , SEE SHEET C-C4B p RFpR TMEM1NRgN 0—ERGRWWD 9.63 �(y / 1 r , , , Q9 OF H4 3 ME—. URLITIEG. --- +� '3 }/� • ! �ORl1P TFLAAl1AURY