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HomeMy WebLinkAboutBLOOM FILING SIX - PDP230017 - SUBMITTAL DOCUMENTS - ROUND 4 - Responses (2) 121 I _ _ PRELIMINARY 2 �� I � N©T FOR CONSTRUCTION + Consultants, \ 16911 PEtts P1acE 48/2812024 Know what's below. Mead.Colorado ` Cali before yououdig. 97p 217.9146 ! �_ BcE e nc i s 4D ,eat LL p LEGEND OF SYMBOLS ti I I I \ \•-A _ ' M ii�\ \\\ i- !y EE EXISTN PROP 5 L J (P N. �y WATER UNES —w, RY \\� \ i ELECTRIC SEWERS vkxc - USCO LIE Z L———— � GAS N z J `� N\\ i�� TELEPHONE EOESf.�I` `, -i �\\ ♦i\ p 1 Q STGRA DRAIN U_ CONTOURS (V) ��— }.Z (D \ \ \ FLOW DIRECTION O�J � O 1_ EXISIIHG 2QNE 0.E FLOODPLAIN--___ —— _ PRIOR TO STE GRADING ��` � 'I' \ ii\\ i\� � ASPHALT m I— U BY BLOOM SUNG ONE \\ \ \ \ Ln C6 CONCRETE LL w J I IX'OPRr SPILL CURB &CUTTER Q FINE '9 < \ \ LL a` ` �\ SURVEY NOTES � � €XISTING EASEMENT ._ � \� _ (TO BE VACATED) - ,'\ \;\ PROJECT DATUM NAVD88 U I u� \ \♦ BENCHMARK NUMDER: )51-Ot I o 8%y \ BENCHMARK DESCRIPTION: WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE OVER THE POUDRE RIVER ON TOP OF THE PARAPET WALL APPROXIMATELY.2 MILES SOUTH OF THE SOUTH SIDE OF Z �f �'� -' �'� ¢ \ii` WEST MULBERRY STREET. < EXISTING FENCE ` - _ \ BENCHMARK ELEVATION: 4926.93 i\N t \ PLEASE NOTE: THIS PLAN SET IS USING NAV08B FOR A VERTICAL DATUM. SURROUNDING a OVERHO A t 1 5 DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR < DVERHEAa .TL,� F 5 55 11 THEIR VERTICAL DATUMS. ELECTRIC y,\ 5 I1 l ��� // \ l ll1 �� IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, .�- ` 1 \ Q l 1. � THE FOLLOWING EQUATION SHOULD BE USED: NGV029 UNADJUSTED DATUM (PRIOR CITY OF 1 EXIBTmC n. 1 - l\,n _ ;._ NEW 100-YR FL000PLAIN LIMITS 1 ll FORT COLLINS DATUM) -NAVD88 DATUM -3.18' ` FIBER - \ ♦ (FLOOD FRINGE)UPON ( 55 } r CpAPLETfON OF LQMR UP OATS OPTIC j()� \00v ` T t ll HORIZONTAL DATUM: ry �q - - 'c "� BY BLOOM FILING ONE 1 1 d V/VVV DATUM- DEVELOPER y 5 MODIFIED NA083/2071 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE 1 t iA/ SCALE FACTOR 1.0002595570 (0.9997405104) ��� 1 TRACT IIE OMM T G yp T A SITE BENCHMARKi 2 "! '� ( J�' ]]] r 9 € +• `� " 11 tr l 111 NOYN14.5 O 26 99- CP-ROAD IV h 'c -^lT_ / € ,.0-�aSTwG I - 1' �t E 3134234.33 tl� /R.� _(% FENCE ! 1 l51 ELEVATION - 4929.87 [flyHA" .1L I" I 11 z [f' Ew NT zSTE AEEEE����LGGGP� n () 55lNOTE PPoIOR TO SITE GFw101N'G �E./ N M IX I i BY BLOOM FILING�FE � ^ 1 1. THE EXIST NG i" COPPER SERVICE TUNE FOR 3200 E. MULBERRY SHALL BE ABANDONED IN PLACEIX I o \\ r f� ��i�l,,,, ` d� Look UPON CONNECTION OF THE PROPOSED WATERLINE FOR BLOOM FILING SIX. ABANDONMENT IN PLACE SHALL BE PER THE LOCAL ROADWAY JURISDICTIONS REQUIREMENTS. THE ABANDONMENT AT THE ELCO CONNECTION FOR THE I' COPPER SERVIC SH ALL INCLUDE REMOVAL OF T vv a �[ \G u�1 1 THE SERVICE SADDLE AND THE INSTALLATION OF A REPAIR CLAMP DYER HISTORICAL TAP, vj I` NEW 100-YR£LOWPLAIN LIMITS �)\ (FLOOD FRINGE)UPON it z Y COMPLETION OF LOMR UPDATE f 1 I BY BLOOM F1LNG ONE j j DEVELOPER 1I N \ APPROXIMATE I _ ( 11 ti- �sr nIc tl awn me l Q I ENOB EXI ETIMGO EXISTING SA EFORCE PROPERTY tI � (� WATERUNE CULYERT MILL AND O F �Aecked � NORTHERN OF EXISTING LINE �� rSJn FROM TAG@BOAC ELECTRIC M[LL AND OVERLAY Q FIBER ELECTRIC sss FIBER EXISTING NORTHERN 12'CF `■ 6 fJele AUGUST ZB,2024 pJ OP C WAT RUNE - -- - FRONTAGE ROAD FYjj�f rE Q 1 Y ,,44 SEEN 7E .__ ---_ � y ram/' N.! Jdh Na 1081-3 _ 1✓r' - -- SHEET _ - E%ISiING NORTHERNWELD �__�_ C-5 EA-fTMLLLBERRYfCOL4j Fi EXISTING EDGE OF ROAOWAV EXISTING ❑5 RCT WAT€R NE 1W7.t4 — T G ..._. _- _.. .. AS UNE ....._.. ._ __ .. 5 16 - ...... A •. _. --___.......��.�� cr SHEETS PRELIMINARY a Consultants, NOT FOR CONSTRUCTION 08/28/2024 IG911 Inc. Placc KnovrwhBt'SbeIOW Mead.Colorado Call before you dig. 970.217.91413 3• \ \ - 10' UTILITY EASEMEN? 27'ACCESS,EMER. ACCESSvy &DRAINAGE EASEME 10'UTILITY EASEMENT UTILITY \ 9cLLa 1 faeh.40 IM v SW 5'PARKWAY 28'FL-FL 5'PARKWAY 5'SW nON€RUNE \91\Ad RllF'r \\ \ — _' _ — _ _ ——— � � 4� \\\ \\ EXISTING GROUND — \ \\\\ \�\ \`•.. PROPOSED SPILL 12 - 'o PROPOSED Q, \ \ \\ \l \ CURB&GUiIER: CATCH CURB J .. \ \ \ \ - ♦, & GUTTER I \S \ \ \ PROPOSED ASPHALT ROADWAY7 CD A \ PROPOSED 12' WATERMAI�N C) PROPOSED SANITARY SEWER FORCE MAIN �__.. LU Z t- \ PRIVATE DRIVE TYPICAL SECTION 01\ \, \ \ - SCALE NTS In LEGEND OF SYMBOLS �(00 W PROPOSE DFTENT N \ EXISTING PROPOSED ,Z,' \ ♦�'.\\. �.., WATER LINES __- PRCPOBED \ \ SANITARY SEWER '-- — ^\, DRAINEASEM \\ \\\\\ ♦\♦ GASCTRIC' �"rlc" .. .. N ._ a 0 �. \\ '\ ,'��� \\ ♦\♦ EXISTING OIT&`zGA OF BAMx � TELEPHONE � �� ti - STORM DRAIN 0 I- 2 © \ \ Z 0 ` \\\ \\ \ ♦♦ \\\♦ EXISTNG DITCH CENTEF""E CONTOURS(1') - a333 O O .. ...._.- _._..,,.. ...__.._.__ ..__...__,' m ouTL 1 \\\ \\;\\ i�`♦ FLOW DIRECTOR �i`. �� 4935 O C \ ♦ \ \ _I PROPERTY \ `IT \SR \\ \ \ \ \\ ASPHALT �. \ J LIN€ '� 9• � \ �\ � _ I �r \♦ •. \ , \♦ \'♦ ♦\ \\ CONCRETE tY SURVEY NOTES L_ LL \\\ S^Ss r �' \♦ ♦♦ \\ \\♦ PROJECT DATUM: NAV088 O 'I \\ \\ // \ ` \ ♦ ♦♦ ♦ \ BENCHMARK NUMBER: y51-01 3 ♦ \ F- '� ..1 \\ \\ '♦\ \�♦ \� BENCHMARK DESCRIPTION: WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE CVER THE DRAIN I \ \\ �♦ PO ORE RIVER ON TOP OF THE PARAPET WALL APPROXIMATELY.2 MILES SOUTH OF THE SOUTH SIOE OF 10 ACF k C.D p I -•I PR"OSEO S,f�' ,-- \♦ \\\\ ♦\\\ WEST MULBERRY STREET. O LOT IT :AEEM ENT pE7E 7ION p TEMPORARY EM€RrSAcY 26' PpNfS, \q• ,. '`*\ '*,� BENCHMARK ELEVATION: 4925.93 w 2 ACCESS EASEMENT\ PROPOSED TEMPQ AIRS \ ` \ TURNAROUND TER TY\•, sT ��,♦� PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING 1a DRAINAGE& \ of FORT GOWNS 4y, \ ti c DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM(PRIOR CI7Y OF FORT COLLINS DATUM)FOR uT EASEMENT Rze' 28' TANDARDS I \ �} } THEIR VERTICAL DATUMS. NAR1flAL HABITAT BUhTi� } a ZONE LINE — IV ESM I 1}}}4 } IF NGY024 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, 'r THE FOLLOWING EQUATION SHOULD BE USED: NGV029 UNADJUSTED DATUM (PRIOR CITY OF } FORT COLLINS DATUM) -NAV088 DATUM -3.18 27' 4 itII 1 t1 HCR12ONTAL DATUM: } }� MODIFIED NA083/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE NEW 100I—PLAIN LIMITS �J_ 'i'' SCALE FACTOR T.0002595570 (0.9997405104) _ I - 30'OAS WATERUNEJ -- I IPL000 PPoNGEJ UPON } }t ... -.... 1O'uT& EASEMENT �r COMPLETION OF LON UPDATE ) # 3' PEDESTRIAN ESMT I - RY RLrx7M HUNG ONE 1 } SITE BENCHMARK: lo'UT& `--- ---------- DEv,<LaPER 1 1} POINT N0. 5002- GP-ROAD PEDESTRIAN ENT I 1 }} N- 1455425.95 EXI G 1 E- 3134234.33 NJ'ELCO WATERLINE DRAINAGE }I }}} ELEVATION= 492B.87 1O'UT& EASEMENT £ASEMENT PEDESTRIAN (T0 BE - `1} I .I EASEMENT I VACATED) I- 1 NOTES # BLOOM FILING SIX 1. LOTS ONE THROUGH FOUR,AS SHOWN ON THE BLOOM FILING SIX PROJECT DEVELOPMENT PLAN,ARE DESIGNATED I r l 1} AS"FUTURE DEVELOPMENT'AND ELIGIBLE FOR ANY OF THE PERMITTED USES AS DEFINED BY DISTRICT 4 OF THE LOT 1 PROPOSED 5' in I C) PARXWAY n I 1 MULBERRY&GREENFIELOS PUD.SUBSEQUENT DEVELOPMENT OF EACH BUILDING WLL REQUIRE CITY APPROVAL AS rn 1 l A MINOR OR MAJOR AMENDMENT AND SITE SPECIFIC UTILITY PLANS(PREPARED BY A LICENSED ENGINEER IN THE 14 IN LOT7 3 y 1, STATE OF COLORADO FOR THE AREA SURROUNDING EACH BUILDING(.SAID AMENDMENT SHALL BE CONSIDERED IN A SEPARATE BUT COMPLETE APPLICATION INCLUDING SITE PLAN.LANDSCAPE PLAN,ARCHITECTURAL ELEVATIONS, PROPOSED 3' �. I IM } LIGHTING PLAN,DRAINAGE REPORT, AND ANY OTHER PLANS OR REPORTS AS MAY BE REQUIRED,INDIVIDUAL PAD r�' I COn[RGTc WALK # I F N 1 DEVELOPMENT SHALL ALSO INCLUDE FINANCIAL OOUGA71ONS SUCH AS APPUCATION FEES,EROSION CONTROL O IN L DEPOSITS,AND INSPECTION FEES.A DEVELOPMENT AGREEMENT BETWEEN THE CITY AND THE PARCEL OEVELOPER P i I0 } MAY BE REQUIRED ON A PER PAD BASIS. - aCURB&F��R V) }} b 27 ACCESS,EMER. 2. ALL BUILDING SHALL UTILIZE A CONSISTENT ARCHITECTURAL STYLE,WTH DIFFERENT BUILDINGS,BUSINESSES OR ACCESS,UTL17Y AND I ACTIVITIES IN THE CENTER DISTINGUISHED BY VARIATIONS WITHIN THE ARCHITECTURAL STYLE.STANDARDIZED m I DRAINAGE EASEMENT I 4. ARCHITECTURE RECO XNIZED AS A PROTOTYPE OF A LARGER CHAIN OF ESTABLISHMENTS SHALL BE CUSTOMIZED 'NO PARKIN-FIRE LANE'SIGN # 26'FL-O. I {' AS NECESSARY TD EXPRESS A LEVEL CF QUALITY THAT ENHANCES THE DISTINCTIVE CHARACTER OF THE 2 v ( 8) I: MULBERRY&GREENFIELDS PUD AND THE CITY AS A WHOLE. PER LCU- Y. INSTALL SIGN PASS U UETAILS 1418 AND 1419 I W MAX SPACING 75' 3. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE r N SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 4. ALL ROADWAYS WITHIN THE EMERGENCY ACCESS EASEMENT SHALL BE CAPABLE OF SUPPORTING 8DA00 LOS. } (PROPOSED S ; I �_1 TEMPORARY TURNAROUND SHALL BE CAPABLE OF SUPPORTING 110,000 LBS. Pew CONCRETE WALEf 1 PROPOSED 10' PROPOSED S' '--STOP-SIGN PROPOSED 5' E%(STING pyecked Checked -uT&PEDEBTRIAN�MEJ sec Lt#ICN w Ut PROPERTY' PACP�ED 10' ); ESMT �+ ur&es®Mr TRIAN FLOODPLAIN NOTES Dore AUWST 26,2024 ------------ ---_ --_- 1. Purtiona of this property are located in the FEMA regulated,100-year Cooper Slough Flood fringe. Any ,kaD Na 1081-3 --------------- E - - development within the flaadpiatn must comply with the safety regulations of Chapter 10 of City Municipal Code.' _ _ _ _ - _ _ _ 2 M canstructian activities in the food frin a e..structures,sidewalk or curb&gutter NslalPaticn re lacemend 0 WAon/+G' _, X ... ._.._ -.-__.... -. yN89'30'32PW 4e9.01'. - _ -. _ - _... .-.'s '.. - Y g { 9 9u f P - - - • " -- - utility work.,landscaping,etc.)must hs preceded 6y an approved flaodploin use permit the Appropripte permit ._. _- aPPlication fees, and approved plans. r� - - 3. At-Risk population,essential services,hazardous materials,and gaYernment services rrHical facilities are -- 1 - _. _— Jam^. �� SHEET P C-6. .-. .. - prah'ditsd in the 100 ye Flaadplain. tl.e V EAST MULBERRY(FI1ArY 14)FRONTAGE ROAe 4. Any no tia stru tures wit the 10O-year flood fringe must be either elevated or floodproofed 18 _ EwsnND m�OF RDADwAN INpyy�gw� inc es oboe-idbose lRoadcelewutuwl.hdn ' ........._._- _ -..m............._..•.--•v--- - 8..�_ Illl�.t�:,,,_ -' 5. Any elevolors of liquid storage kooks In the 100-year Food fringe or attached to o stmcture within the flood fi of 18 sHErrs J hinge must be constructed to comply with FEMA requirements. :��` PRELIMINARY J +� I2 ` NOT FOR CONSTRUCTION Consultants, \ 08/28/2024 Inc. �b 16911 Potts PIacEI \ ; Know whBt'sWow. Me d.Colorado Gall before di\ \ { y g. 70217.9148 \ -, rNA7UPAL HABITA-BUFFh, I \ BONE u.4E �.. \ SI o 1F� d 9ae1R }t..rn s 40 214t CL %i5 NG INE PROP 0 PROPERTY \� \ M BETENr1oNl d PROPOSED ` ^ A .\ \\ \` LEGEND OF SYMBOLS H- \ €ASEMENT >F:_ \ \\\\ \- \ELECTRICAL CONNECTION TO EXISTENG Y EXISTING PROPOSED \ \ \ \ CITY OF FORT COLLNS LIGHT AND �� Z 00 Il i `\ PRCPDSE4 e - \ `\\\ POWER LOCATION TO BE DETERMMEQ WATER LINES nc H,�=- -•--------,�;------ — —F�— X \` \ 60 LF 12'RCP FOR CITY TO BORE UNDER'DITCH TO SANITARY SEWER IIEIFA; -uAnnoLta`,_ �• u)a W \\ \\\� GRIN,,EC\RICAL SERVICE TO SITE ELECTRIC � , \ w_� \ \ \ \ {�^Z r aC \ \ 12"INV. 4925.0 ♦ ♦\ \ \ TELEPHONE :PGµ '•""`�.' a \ \ \\ -- OUTLOi \\ \\\\ >,\ STORM DRAIN CONTOURS(1') LL LL �_ } O _j Fx FLOW DIRECTIONS �� z J z NATURAL HABITAT BUFFER \ EXISTING I2"PVC V U INSTALLED BY OTHERS \\ \ ZON\LINE \ \ \��(HARTFCRD HOMES: ASPHALT PROPOSED I\. \'FLOC WATERUNE SET PROPERTY \ OUILET a`_\ l i` `\ ` O \ \ BLOOM FILING ONE) uNE sTRacluRE \_ \,.h \\ \ .\ - CONCRETE NV.-4925.50 .\ - \ \\ \ INSTALL ZB LF 1'T'rPE'K' L0T2 \ // I \\ ;, \ \\� \\\ `� �-EXISTING COPPER WATER SERWGE \ - \\ RJ= RESTRAINED JOINTS O \I C'DRAINAGE#� CONNECT TO EXISTING 12'PVC \\ D' F YGF PR SANITARY SEWER UT EASEMENT REFERENCE HAR70RD HOMES; SERVICE(FORCED)W CAP \\ { ELCO WATERLINE SET BLOOM HUNG TM ONE FOR FOR PR..OFlLH,y '-� O I DEP 10' _ q �T LL DRAINAGE k RR TRANSFORMER L UT EAS£M€NT PR ELECTRICAL _ INSTALL 44 LF I \ - PLLL BOX- -- 12"PVC EMNG OVERHEAD IV s 10' ESMT ; SURVENOTESS �ELECTRIE �c 27' CCES EMER.4OCE5 U TYs.k - 1 �� PROJECT DATUM: NAVD88 EI W TA -� 4t W W INSTALL 12', END '�� 11\tilt BENCHMARK NUMBER: #51-01 BENCHMARK DESCRIPTION. WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE OVER THE FIBEREX"NO — — — '1— — ——— — — \_O WA L t1 1l� POUDRE RIVER ON TOP OF THE PARAPET WALL APPROXIMATELY.2 MILES SOUTH OF THE SOUTH SIDE OF OPTIC 1 ' T \\ DISTRICT�CEASfA1ET�1T� 16 1 11 WEST MULBERRY STREET PEDESTRIAN ESMT I� \ \_ V 1t PROPOSED 1W TS ` -------- --�` FENCE EXISTING TEE W TB t' INSTALL 255 LF FEMCE t 11 BENCHMARK ELEVATION: 4926.93 ASS HYDRANT 12"Pvci` PLEASE NOTE: THIS PLAN SET IS USING NAV088 FOR A VERTICAL DATUM. SURROUNDING ASSk FIREEMBLY(S) } \ ❑EVELOPNI HAVE USED NGVD29 UNADJUSTED DATUM PRIOR CITY OF FORT COLLINS DATUM FOR 10`LT @ IC UTNEW 10 F;ITN FLOCOPLAIW LIMITS 1 1 ( ) PEDESTRIAN PEDESTRIAN iT-BY (FL00D FRINGE)UPON 1 , THEIR VERTICAL DATUMS. EASEMENT �� EASEMENT I COMPLETION OF LOMR UPDATE M1 LOT t R BLOOM FILING SIX Q BLOOM FILING ME l IF NGV029 UNADJUSTED DATUM(PRICK CITY OF FORT COLLINS DATUM)IS REQUIRED FOR ANY PURPOSE, B' 911'-r 4 THE FOLLOWING EQUAT10N SHOULD BE USED: NGV029 UNADJUSTED DATUM(PRIOR CITY OF f 1 FORT COLONS DATUM)=NAV'08B DATUM -3.18- - 40 INSTALL 295 LF i \ I� HORIZONTAL DATIJM: 12,PVC I- l 1 MODIFIED NA083/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE o ( / SCALE FACTOR 1-0002995570(0.9997405104) 0 O - LOTS LOT l SITE BENCHMARK: N ti POINT NO. 5002- CP-RCAO N = PR JV ELCO WATER I� N- 1455425.95 a fCb DISTRICT EASEMENT Z [� EL 31TION =33 O PR 315 LF 2"SANITARY /\`�i4' ELEVATION =4$2$.89 N SEWER FORCE MAIN I -� `} �,f/� C. SFT MDR DEAN # I NEW ICO-YA FLOCDPLAIN LIMITS - V NOTE1 (FLOOO PRINCE)UPON EXISTING PROPERTY LINE y CDMPLETION OF LDMR UPDATE i 4�f V 1. EACH BUILDING ON THE SITE SHALL HAVE A EACKFLOW PREVENTER INSIDE EACH BUILDING. R' BY BLUOM HUNG ONE \1J, 2. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE, PLEASE SEE L� INSTALL 37 LF 1 1/2"TYPE 6� DEVELOPER f SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. Z PROPOS€0 45 REND'W/7FT RJ Tq K'COPPER WATER SERVICE PR 21 LF 1' I CONNECT TO E%WATERLINE.REMOVE SANITARY$EWER Y ANY EMST11tG AC LINE ON PROPERTY SERVICE(FORCED) l PR 25 LF 5 1./2'SANIT,ARY # W CAP PR 21 LF i'SANITARY SEVER EXISTING OVERHEAD ELECTRIC \1EWV SERVICE(FORCED)W CAP Ly I SERVICE(FORCED)W CAP INSTALL 45 LF 1' /\ MST' E1OSTING 2)'SANITARY CONNECT TO EXI'5'RNG 2 --- _- -- WATER SERSOACE£R----- -ITYR N'COPPER WATER --UT B PEEp, - PROPOSED FIRE t W , (I--)} TO TACLL XISI`1 G UTILITY(S) T ANO REPORT 2 SEVER FORCE MAIN SANITARY SEVER FgROE MAIN EASEMENT HYDRANT ASSEMBLY /J \I\!f N1#ERE 7if15 SYMBOL OLL"UFS.CONTRACT OF NY INSTALL 2 "%2'TEE SERVICE ENOTkEER PRIOR 18 STARTING ANY WORK w CI --_ _ TD P47NOLE EXTERN DITUTY_ DETERMINE - EXISTING 8 AC ELCO WATERLINE E E 0 THE SIDE - ry __. .� EXISTING GAS UNE EAST MULBERRY(HVVY 14)FRONTAGE ROAD ��^ v-...•.- i ......:._..�...� yam` ��- _ -..:. .. E%ISTINO FIBER CRITIC FXISTNO EDGE OF ROADWAY fXISTND - - _,,, - --- -- Cafe AUGUST 21%2024 .._ -_._ - .....:+-._�._ GAS DNE ...____ E%ISTINO CLLVER7 J __.. 1081-3 PROPOSED 12'TEE W/IFT PR B'PVC RJ 12'GATE VALVE(W,N WATERLINE EXISTING NDRTHERN INSTAAL6L,, D- LYanL-UT PROPOSED 45'BEND W/7FF RJ 12'XB'REDUCER h B' -( WELD COUNTY WATER R'xe'4TE AND FIRE HYDRANT GATE VALVE(E) k DISTRICT WATERLINE ASSEMBLY(N) ♦- EMSTNG I'COPPER SERVICE LINE FOR 3200 PLUG AND CAP W/33FT RJ FOR ^""---. SHEET r1�\ MULBERRY ST.APPROMMATE LOCA17M OF HlYYE 14 FUTURE MAIN EXTENSION(E) �.� '•t CROSSING.CONTRACTOR TO COORDINATE WIH GDFC AND COOT FOR ABANDONMENT OF LINE'WITHIN ROW. 'I.'NEW TAP AMC G:_ ABANDONMENT AT THE ELCO CONNECTION TO BE 25U 1'TYPE K COPPER REMOVAL OF TIE SERVICE SADDLE AND INSTALLATION TO RECONNECT TD ] Of �$ SHEETS OF A REPAIR CLAMP CNER THE HISTORICAL TAP. EASNMG METER EXISTING EXISING 12�PVC - FENLE \ INSFALiEO BY GMER CONNECT TO Exi.SINO 12 VCI INSTALL IY LF 1"TYRE"%' \\ ' I COPPER WATER SERMIS \ I (HARTFaiO HOMES•: REFERENCE NARTrORO HOMESy. \\ 12 IWATERUNESET 4 �LT�0 WATERLINE SET BLOOM TIC . SURVEY NOTES PRELIMINARY I► PR 11H LF 2 SANITARY SE'hER \\ f-, 3LCCM FILING ONE) D TM CNE FCR Ff)R PROFILE 4 SERVICE(FORCED)W CAP PR"RM4S'ORNER '�PRCPC473 PROJECT DATUM: NAVp88 NOT FOR CONSTRUCTION Consultants, 11: PR ELECTRICAL RJ `� BENCHMARK NUMBER: #51-01 Inc. PULL BOX {� �'p .� �- ' C�812812©2 "Ea1sn i _ I - 16911 Potts Place OFERHE ""- �. BENCHMARK DESCRIPTION: WEST SIDE OF TIMBERLINE ROAD AT THE Know what's f321UW, `v4- ELE[Tttl — — — — i NORTH END OF A BRIDGE OXIM OVER THE POUDRE SOUTH O ON TOP of THE MEad,Colorado \hi _ �NSxAL 3a LF PARAPET WALL APPROXIMATELY.2 MILES SOUTH 0+THE SOUTH 510€OF Call before you dig. 970.217�9148 1Y PVC �. INSTALL 27 LF �" �`. ,`.�I I �"�-- WEST MULBERRY STREET. INSTAL 12'9 01 RaD W/I7Pr BENCHMARK ELEVATION 4926.93 -�Ex PLEASE NOT THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. OPI� III PROPOSED 1D' \\ `_ INST4u za2 LF �Prt 3G'ELLG WATER AGE j1 SURROUNDING THIS HAVE USED NM29 UNADJUSTED DATUM LA !F Y 8 uT ESMT I \ 12'PY'C DIS7RIC EASEnySIT � (PRIOR CITY{1F FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. F18PR�osm tzx1711 II11. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT CCLLINS DATUM IS -IR HYDRANT SSEMBLY f, n Y �+ PROPOSED 4s v REQUIRED FOR ANY PURPOSE, IIIE FOLLOWING EQUATION SHOULD BE Di W117-1 RJ USED: NOV029 UNADJUSTED DATUM(PRIOR CITY OF LA FORT COLONS DATUM) = NA+1D@8 DATUM -3.18. BLOOM FILINSIX I _ -t n/�`y H_OftIZONTAL flAiUM• I • i Md01F1E0 NAD83/2019 COLOP,AOC STATE PLANE COORDINATE SYSTEM NORTH elf ZONE I ❑ I SCALE FACTOR 1.0002595570(C.9997405104) &111a 1 meh-40 leak A " /YD [^' INSTALL 28t IF { - "Y 12-PVC k. 9,r-/}.,,gyp--,� SITE BENCHMARK: o m a ro 0 POINT NO. 5002- OP-ROAD 0 7� PR 30'ELAO WATER j� FN,- 1455426.95 m ._.e a DISTftle'..ASEMEkTI LOTb '1 343423c.33 � jI';,o�' .I"! _ ELEVATION - 4929.87 4 f , 10'UT EASEMENT IC'UT EASEMENT CI LU 1e" I LEGEND OF SYMBOLS L� 1- •' 27 UT d1 EASEMENT Ex1snNG PROPOSED J � YMBOL OCCURs, WHERE OT40L SPECIAL C UrLAND)AND TO TI I J ILL. 7Y(5)AND CONTRACTOR RRMlNE WATER LINES .-+1-- -w—/—ls— Q - I TD POTHOLE DEPTEXISH, G UTD f Nm_„_„„ . -a LotATaa+L DEPm ca401naN,TYPF aF UTUTY, ELECTRIC NAv d SANITARY SEWER _ INSTAL 3]'LF➢ ENGINEER PRIOR TO STAR71NO ANY WORK MIL GAS . ,X,COPPER.WATEFL.SERIAO£r THE SITE. TELEPHONE Z "'�^F_WIS7N�PROPERTY UNE I INSTALL 45 LE F TYPE'K' INSTAI,I.45 LF 1 1/2' STORM DRAIN -- E7fIS11NG CULVERT COPPER WATER SERWCE J � TYPE"%"COPPER WATER �J a d _ I SERAC _ r L CONTOURS(I.) - �'` I1 -EL ❑. V47NG OVERHEAD ELECTRIC INSTALL 165 LF ' I 4-T - 4935 4935 I"- ExtBTS'E 2 f"SANRAIN -_-- -UTRB PEO ESM�-- N -- '-----'------ ---------I PEA ESMT�-- FLOW DIRECTION 2"PVC Q SEWER FORCE MAIN _ _ 'MISTING 6 AO ELCO WATERLINE FASTING GAS LINE_ 7 1°' ASPHALT •. t lU CONCRETE E:NSDMG FBER OPTIO I`- - O G:75 1+W 1+25 I+50 I+75 2+00 2+I5 2+50 2+]$ ,;.itW 7+25 3+75 4+00 4+25 4FA 4+75 5 5+25 _�FAST MULBERP PROPOSED FRONTAGE Wf(FT R ,+--"'I°._... ..,�_._ - ._`- _ � _ _- b RJ- RESTRAINED JOINTS F ....... PROPOSED 45 BEND W 12 BUTTERFLY VALVE W,N �- GAS ONEd EXISTING NORTHERN _INS 1 CONNECT TO Ex WADFUWE- YE 12'k9"REOUCFA.8"GATE � 7ILL AN.Y EXISTING AC LINE ON R TY VALVE(E) INSTALL 29$LF WE@D COUNTY WATER B"M6 AND FIRE HYDRANT '" Q B'PVC DISTRICT WATERLINEILL INSTALL 26 12"PVC ASSEI4BLY(N) PROPOSED 45 BEN W/7FT RJ EXISTING EDGE OF ROABWAY _ FUTURE MAIN E%iENS10Pl(E) �TS � I Q�� �{R �� S- // PLUG AND CAP W/33FT W01% F f' EXISTING 1'COPPER SERV CE LONE FOR 3290 E� IMSLALL NEW TAP AND MULBERRY ST..APPROXIMATE LOCATION OF MWY 14 25LF 1 TYPE KCOPPER - � y ` CROSSING.C O TR FOR A COORDINATE CIE WITH TO RECONNECT CDFC ANC COOT FOR ABANDONMENT OF LINE EN{RECO TITNN ROW. �j P ABANDONMENT AT THE OF TINE( CONK SADDLE AND 4 k c '� < VISTA TON OF A REPAIR CLAMPSTO IOVERCAL THE HISTORICAL TAP. jA m HORIZONTAL SCALE:1"=40' HORIZONTAL SCALE:1"=40' 4940 IT 4 'VERTICAL SCALE:1"=4' 4940 4940 VERTICAL SCALE:1"=4' j z .. _.-.-. -.____..._. .. _... .. _ ___-___ .. -_........ .. ..._....or m-a 4935 4935 PROPOSED GRADE PROPOSED GRADE v m - -EXISTING CULVERT .-. LL. - _ _ _ y EXISTING GRADE m .. - _. ... ..... .. . .. - ... _ _ _ p EXIST]flG GRADE t m 4930 --m r - -- -.�- -- ------ c 4930 4930 _P- a1 r L� -` ry EXISTING CAS i m N�D FIBER OPTIC N MAINTAIN MIN.18' .. _..... ... SEP, _.....- . _....2_45A 0'12 PC 25 _..... .. . Lwe - bL - 49 EXISTING OAS z AI11' AND FIBER OPTIC \ _ aa!A ii 1T C IN€& 7.2 F - LF12'1 . --MAINTAIN MIN.1B" ..._ _ _. -_.- _ .. ... .. --"--- ... _._. __ - .... ..._..---._.._... -_ ___. -- — - _ .. .' ---____ - --..___ _. p .......__ .... SEP. ..._ b. 12 7J0 ....... .... ._ -_-.- .....__ ..__...... .. 4920 4920 4920jj .............-- .. � 3 3� checked Kh.W ___._ .____...-___ __-._.... .. _. .. .- _. ................... .._. I0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+30 3}75 4+09 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+7 OWh AUGUST M 2024 4915 4915 ✓d Na 1081-3 ON-SITE WATERMAIN o- aoaR_u7 SHEET 0+25 0+50 0+75 1+00 1+25 1+5C 1+75 2+00 2+25 2+50 2+75 3+00 3+25. 3-50 3+75 ++OG 4+25 4+50 4+75 5+0C 5+25 C-8 FRONTAGE ROAD WATFRMAIN 8 OF 18 SHEETS PRELIMINARY 2 NOT FOR CONSTRUCTION Consultants. 08/28/2024 Inc. f \\� 16911 Potts Place Know whars bel©W. CMead,Coloa alI'bkforeyoudig. 970.217.91484 NATURAL NA94TAT BWF \ �(�41\ PC some t Iaeh 4a feel 16 \ a2_To ,A LD _ \ PROPGSED y O EMERGENCY `\ \ LL OVERFLOW Ivy \ \.\SPILLWAY \ LEGEND OF SYMBOLS T-- / 1 e� n+� \ .. \ ^f\R e \ EXIsnNc PROPOSED ..!._. � M vrvc�49J9 s' ` xaP \\ WATER LINES .,....� _.$r—ss— X CSC - - SANITARY SEVER - m ELECTFTC GAS W1En_# 4umac rnLL U.J ,_,..i_ - �'£ I - \M\�, `�\ \\\ a+s vuvi 9eocnr_ wnac <IO •..l l / PROPOSED \ \ \ \ - ^ DETEN 1 -�, .°szs --. ` - STORM DRAIN' - _. a _... Z TION TELEPHONE — ♦\ - 4929G7 ` \\`� �\ \• CONTOURS(1') - �/ ��,� 1.L.>- Ca OUTLOTA 't" \ PR TYPE L 49Ji -==4933 C I"— \ PRIDED C .RIPRAP \ \ C E" �c \ sG LF 12 RCP \ 9 --. \ \ \ FLOW OIRECTfON � �� Q J z ^ 4929 492B4y77 ''a a \ \\ \\\\ \ \\. -SB3a 497S LV \ \ \ O 0 �` - .\�.- - \`\ `\\\\ \� ASPHALT m o s \ 12-INY.-4926.0 \ \ \ CONCRETE SLOPE r L) /i BOTTOM-493a RAI TOP 4933I ` aB�B 3 ` \ `• \. - 4 \ \\\` \ \ \ SPOT ELEVATION 4s4a9/ O LL /J \ LL PROPERTY 49JI.20- \ \ 4339.00 \ _ v'-I \ �\ \ \ \ Q DNE ♦ ` \\ \ \ `\ \� ` PROPOSED CUTLET `\� ..__ {� 1g4 -,\ � - = INN. STRUCTURE \ }26' S \♦ F <� ti' \\'\ \\\ \ rj EX6! NO OFTENIDIN` \\�\ POND TO BE FII \' LOT \ SURVEY NOTES PROPOSED \, G Y7 PROJECT OA7UM NAWBB DETENTION �� \\\� BENCHMARK NUMBER: fj51 01 1EyIDEG / _ POND �' 44Y8J4 \\ �v\ - } \ \ \4 BENCHMARK DESCRIPTION: WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE OVER THE 49S3.09. 4s9z.ss NATURAL HABITAT BUFFER Q 5. POUDRE RIVER ON TOP OF THE PARAPET WALL APPROXIMATELY 2 MILES SOUTH OF THE SOUTH SIDE OF F nsJZ G9-� — —\' 4931a ZONE LINE I5 1} -1} WEST MULBERRY STREET. a e9sIao N 4931.0a I } }1 1 BENCHMARK ELEVATION: 4925.93 _ 0 EXIST G \ v , PROPO9e0 .ry ',R I FENCE 5 I5 1 PLEASE NOTE: THIS PLAN SET IS USING NAV085 FOR A VERTICAL DATUM. SURROUNDING 49sa.'w RAIN e,woenTD DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM PRIOR CITY OF FORT COLLINS DATUM FOR -' • aB.aa.zr - ebrrOM-493D THEIR VERTICAL DATUMS. NEW 100 tti Fl.00DPUIN LIMXTS } naa245w ass+.es \ { (FLOOD FRINGE)UPON 1 1 GDMPLETION OF LOMP UPDATE IF NGVD29 UNADJUSTED DATUM(PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, BY BLDOM FILING-1 } yl THE FOLLOWING EQUATION SHOULD BE USED: NGV029 UNADJUSTED DATUM (PRIOR CITY OF 491z ss �ea39 zoo 1 DEVELOPER 5 55 FORT COLLINS DATUM)-NAVD88 DATUM -3,18- IJQB[ZQNTAL DATUM' I LOT 1 _ ~~ EXISTING D t0 BE noN I }It 55�11 'SCALE MODIFIED DAD /2011 COLORADO STATE 0510ANE COORDINATE SYSTEM NORTH ZONE N REGRACED/FILLED EXISTNG ZONE AE FLDODPLAIN \ BLOOM FILING SIX I I It 5}} SITE BENCHMARK: PRIOR TO SITE GRADING z BY BLOOM FUND ONE ) 4 }1 POINT NO. 5OC2- CP-ROAD Q fl 1 } N- 1455426.95 1. 1 E- 3134234.33 A' 1. ELEVATION - 4929-87 ' I LOT 4 q oT 3 I 1 j 5 '1 NOTES I 1 0 y 1. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE a 2X MAY I SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. GROSSs SLOPE L MAx.OSSSLCPE az 44�,ze FLOODPLAIN NOTES N HP.4439 rz HP 4934 oe1� `. Portions of this property are located in the FEMA regulated,100-year Cooper Slough flood fringe. Any Q. it \ Y Bevel Amen[within the fopdpicin must comply With the safety regulations of Chapter 10 of City Municipal Code.- 2%MAX. EXI511HG 4 �. 2.. Any nsVuction actluitles in the flood fringe(e.g.structures,stdowolk or curt &gutter InstalloVan/replacement, , � , 1 clto55 PROPERTY utility work,Iendscaping,etc.)must be preceded by an approved floadplain use permit,the appropriate permit EXISTNG r - SLOPE \ uNE -1 111 I application fees,and approved plans. ChMhOd Checked' 1� CULVERT ZX MAX.. 1 3. At-Rrsk opulation essential services,hazardous materials and government services critical facilities are 1 CROSS '�o� ,lsoasy - _,93I Iz - •w _ _ _ prohibited In the 100 year flood Ian. Oota AUGUST 2&2024 Jls 4ey1,� s�,._ „ =44sd_SLOPE - ...,. ,an -- 493a as ... - - '- ._-- --- >fbl • 4. Any non-residential structures within the 100-year load fringe must be either elevated or flaodproofed 18 inches above base flood elevot)on uaa Na 1087-3 E' 5. Any elevators of liquid storage tanks in the 100-year flood fringe or attoched to a structure within the food p- pty'yr�py 4sz984_ _ -'"4928.65 epr 49 ,z3 4ax_—,y 4y 49X72 �- --- fringe must be constructed to comply with TEMA requirements, 5929 _ SHEET ••••••••,-,•- 49.Ar,l7 49JQm � 49:9.31 - .. _.. \. .. EAST MULBERRY(HWY 14)FRONTAGE ROAD 49JQa1. - ............... _ 49J2..H, _ -__ ___-._...-..._. .: _._......-_. 49JY..7J�19J1.T9� 49J}.t3 '• __ PR[WUSED - EXISTING EDGE OF ROACWAY 5WpLE - '�. .,_..____s.....__. �-^• 10 OF 18 SHEETS REL RY NOT FOR GIONSTRUGTfON Consul ants. t 0$12$12024 Inc. PAVEMEVTIFRECUIRED-- IG911 1I Plac€ TRENCHWIDTHAs J M1lIE3d. INSTANDARI Colorado srecIPIED = Know what's below. - I ! Cal I before you dig.. g70.217.9148 a - 4" INRMLL L3FT :- TRENCH ZONE �=j EQUIPMENT.IN THIS ZONE m I SBAC!(PILLI `N' EQUIPMENT.IN THIS zavE � rj r uN m CD e z I YN'WASHED ROCK - -T— -— PIPED C(NOTE GHUUND WATER _ D°"° S i p 4v<aD OR CATCH CURB&GUTTER � AS DETERMWED BY 4•MW \ r., VMIN p J ENGIREERI - - -- 1 ,' i 0 API , - 18 Li SEE INCITE a DEonYNczQNE t O UNDISTURBED SOIL 11f2'R I— NOTE �O 2"R v MINIMUMCLEA NICE ON EACHSIDE OE PIPE � I O.D.OR'MW. GRANULAR I � G� RANULLARR MATERIAL _ 12" 4 AS FOLLOWS P,P€CIA CLEARANCE _ _-_ _ __ I - 1 • (D L J z s 9-TO t2` - _ I I v I __- _ PIPESUBGRADE:STABILIZATION S• ' Q LJJ € 74•TD3• _ r - ? _ G I MATERIAL IF REQUIRED ^I� -1 zp m SPILL CURB&GUTTER `I [L LARGERTHAN] 12' z LLB o p t'Cam, CURB AND GUTTER Q �- 0 17 NT5 © h__w Z) _ 0 M, l.? PREPARED FRGVEO BY lu TRENCH BEDDING �g"u/ `� ' - A I °lob AP . dNtIGINATION LATE 11V24Y1D,4 DETAIL _ - I m EAST LARIMER COUNTY WATER DISTRICT TRENCH AND BEDOfNG DEYAIL NEVI:r10N T/ATE a y11 e� BUTTERFLY VALVE DETAIL L, VIII, � -- -GEFMENT- AIGNTOFWAY \�/ - (JY: - - - INSTALLATION DETAIL -y -_ --TIYW.i - xxPMNi AWNA C}PL YNe• ��C � - � —_ - O erxlnNE OPae RewT OPERATWOrar '". -SECTION AA INSTALLED TO GRADE _ ! "" Y , It � tT TO EITHER RIGHT OR LEFT OF ALL NEW FIRE HYDRANT <IASSEMBLIES VALVE BO%® ,>•-rlI 1 —ROADA83FACE •'1 :�rw, i r - _ !' [.f`' l TYPICAL BEND TEE r ....�.+.vs,ssx,,,w j C°9PTEn BORRary D�rCH sus-. soe�aEA..-.-, j wos�.w-� NOTE1 a 5'I. PAYER -TBACEB mr+� .T1 �. LOOP TRACER TE VALVE DETAIL OR VNSW.ITEO � . 4wT 1: z GA _N�mVELTEE I_J � �;•I WIRE INTO BOX O INOrEn '" aewr:/ HYDRANT 1:I MLLST REY,vN. � r, - TRACER WIRE of DarauaTlws -"a°""�xi �,,•iemaO4 12-GUAGE ' T T =� _ e•csm ORse P,�c»EP€ ,.I ,IL PU1G TYPICAL CR1755-SECTION INSULATESOLID--`� a B IN '1 -NESTman nu xuNrs COPPER 1B• N �� REsaIEIITSEATGArYAL.us BFARINGAREASFORVARIOUSFITTINGS(Fr) . z ,mac sm+w��im3 �'li, I ewm NNEaK s� T vaun ' enac�m - -_ _ax}'eErm aeva z CClICRL-'TT.BLOCA I TRACER N,RE TERYFFAL BO%lWT_Tm '-HlldiANY GRAVEL ! i _ _ 30 � woTEs. dI ` ' sss I azu No CLEAN'ROCK `� aM I NO scAPWG yTREE55NWIfiS as , t�.Bu^lSFT Wa.YD HNC _�yus.�rpp BOI.TOHtS.ETC,,A£-NNwG WPLlS INt i e65 n ]ab 9�0 FT3iCEGALLOWEOWfPtlw 16'OE FNiE - FOFE HYDRANT E I],Y - ,55 Pi0 ,ES .4 NOTES A55EMBLY SHALL BE CASTIRON ---nAm.H'x - NYfMAM c IBdH 5 655 I _A Gl7@i'J'6d�M(i G'hEYA'CO']N�' T - a Fro:rrrORAHr P!PENG.YALEs.ETC.SHALL ! —'-0• ORRER SLIPJ®EGMC eL NO(TOP ONLY) Orel AUGUST 28,2024 RE DOHBLE M.RAPPEO W P0.YETitYLENE f�T1uWF,�Bx DESIGN t:NCNEER OR I TRACERw3wwETERYMAME WSTALLEDEITHERRIGHT "�°Es 2 TRACER WIRE SHALL NOT BE INSTALLED i Ecm OR LEhT OF EACH FKtE HYDRANT ASSEMBLY AO- ' � �� aTD + ',2 AU Fmr�swrt,las YOST eEwAAPP�uwnrrwL.aErxr�-I�To rrsasxsTerRannn�AmR aos,re .bd Na 1081-3 »ew:a.�s,ky mAr�- n,N.•�.wxn®e, j I ���� i (BROUGHT TO SURFACE)IN VALVE BOXES ©- A'OIYD-G.I a*,rr•� aw, i ,w• N... N, ,r AtN.a, .�"" ,R�,I Na „s_ d 'I VA SHEET &v EAST LARIMER COUNTY WATER DISTRICT � � � EAST LARIMER COUNTY WATER DISTRICT err � a� '' "' EAST LARIMER COUNTY WATER DISTRICT EAST LARIMER COUNTY WATER DISTRICT err 4a P VALVE DETAIL TYPICAL FIRE HYDRANT INSTALLATION `'� ' ' TYPICAL THRUST BLOCK �, mz.ac ,b TRACER WIRE BOX DETAIL r b..,, C-17 Wmee h'S der snsn P +�i# +we.w AS �� s+m.A >t f0 17 OF 18 SHEETS