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HomeMy WebLinkAboutCOLORADO STATE UNIVERSITY LAUREL VILLAGE 928 WEST LAUREL STREET - Filed W-WATER LINE - 2013-06-21T MONTE VISTA J AVE. . COLORADO STATE UNIVERSITY LAUREL VILLAGE CITY OF FORT COLLINS 928 LAUREL STREET WATER LINE PLAN DRAWING INDEX �bEEI ME 1 WATER LINE PLAN 2 DETAILS - _ ARMSTRONG - --- APPROX LIMITS OF ASPHALT AND -- - CONC TO NEAREST CODIVE CONIC SAWCUT AND NCH TROL JOINT _- APPROX LIMITS OF PATCH. RASPHALT AND (TYP)(COORD W/ CoFC) _ _- =- ---_- CONIC SAWCUT AND PATCH. REMOVE - = i - .- _ _ -- REMOVE EXIST CONIC TO NEAREST CONTROL JOINT - T = -_ -= _ - __= -,_ REMOVE EXIST CROSS WALK STRIPING -- -- =-LAUREL STREET _- - - NC APRON & °__--___= (TYP)(COORD W/ CoFC) CURB & GUTTER - - .-. - -- - - _ =_-= - -- - _ _-- - -: _ -- REMOVE EXIST - - - _ - -- DEMO EXIST LIGHT BASE I STOP BAR STRIPING - -- DEMO EXIST SIGNS REMOVE "PED XING" SIGN DEMO EXIST PROTECT _ ` POST ONLY ASPHALT T EXIST TRANSPORT SIGN AN BEN CH - - _ - T k1l t _�.";-� _ �___ -^ -- _ r 'ti _ - -- y .. - _-y 7 g r r y �r + DEMO EXIST LIGHT BASE f .j DEMO EXIST SIDEWALK t t u fDEMO EXIST SIDEWALK DEMO EXISTING TREES DEMO PLAN -T)'MONTE VISTA CONNECT TO EXIST WL W/ 6" TAPPING 25 AVE. ARMSTRONG SADDLE, TB AND GV, COORD WITH CoFC. '. 0,30 -=.-50 25 - A a EXIST CoFC SANITARY ENCASE VALVE IN POLYETHYLENE (VERIFY LO SIZE CATION) OCATION ) 9 e; CROSSWALKSTRIP - — - -- 117.46'— " _-.LAUREL _STREET _ EXIsr�CoFC BTPVC WATER -MAIN 701 - 8.07' 2 20 - 2 DRIVEWAY APPROACH - -- - - " U - 4 - - - t DRVEWAY APPROACH _ 707 _ =- -- _ -- - DRNEWAY APPROACH 7z7 20 6 CURB & G _ - _-. - ..�,.r.,,,,,_..____•,_.__. _ - •! -�- --= - - FIRE HYD ASSY 3 � 1454066.19 -- - t '�311428026 K 1 y tL'>.. ' 's,. y-'� 1. �.+-_ 1' L ... .� I- . _ ._ r. a.�_+..�...,rge..,y, y�.l�., �..�..e—_., * u - n.1�7('^"' 't - �� t - , �d/ FJ-'-:._-• - I ' - ' < ')1A! — . � �r.,MFA4• - � .: ' a _�. �'.'`' ' -'' - - 22 A + - ' , oz r.f f - --- - - 'r +U+s ---�aes�---�-•'� JBR tr.arrs^-;' . <<.... A �'' a s � RELOCATED PED XING" SIGN W/ NEW POST d RE: LCUASS DETAIL 1401)- , CONSTRUCT NEW HC RAMP ®' W/ TRUNCATED DOME PAD IRR IRR IRR IRR' `-IRR%RR PALMER CENTER N I k o22.4223 - 'ar iq 4A'J'•. pi.c Y5002i4 v v v LAUREL STREET REMOVE EXIST < -- -- - -- -- - --- --- -_ CONIC APRON & CURB & GUTTER I t PARMELEE DEMO PLAN SITE PLAN .• v v v v v 663,38' TO WASHINGTON AVE. LAUREL STREET — 6' SIDEWALK BL.DG FIRE SVC CONNECTION (RE: MEP) 6 CURB &-' r• , -- GUTTER M,s P 1 i PARMELEE SITE PLAN A WASHINGTON I AVE. 111il11i �� -"- DEMO EXIST ASPHALT DEMO EXIST ASPHALT, & CURB & GUTTER TVA, Incorporated 25 Old Town Square Suite 200 Fort Collins, CO 80524 E-mail: m1b@Iva,va.com Phone: 970.225,9099 Fa.: 970.225.6963 0 LEGEND - _ cW PROPOSED WATER LINE PROPOSED UTILITIES OTHER THAN WATER LINE d AP ROX EXISTING UTILITY LOCATION REQUIRING VERIFICATION a DEMO EXIST SIDEWALK - / DEMO SITE FEATURES DEMO EXIST ASPHALT t 4f X DEMO STRUCTURE iT TREE REMOVAL/RELOCATION •F DEMOLITION NOTE n - EXIST FIRE HYDRANT COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, � WASHINGTON UTILITY CRO I CROSSINGS PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, n AVE. (VERIFY LOCATION AND ETC. WITH OWNER, ARCHITECT, ENGINEER, AND RELEVANT CONSTRUCTION OR PHASING PLANS. ADDITIONAL DEMOLITION OF t t PROTECT IN PLACE) PAVEMENT, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED a • + �' 55 LF 6" DIP FIRE SVC AS REQUIRED. ENCASED IN POLYETHYLENE - + { REMOTE FIRE DEPARTMENT CONNECTION, STORZ FDC, PROVIDED W/ BRASS AUTO SPRINKLER PLATE W/ BUILDING NAME. GENERAL CONSTRUCTION NOTES PAINT RISER RED. (COORD W/ c4 POUDRE FIRE AUTHORITY) (CSU OWNED) 1, THIS PLAN IS FOR THE HYDRANT INSTALLATION APPROVAL _ " — D-7nROM URB. TRANSITION ONLY. EXTENTS OF THIS PROPOSED PLAN ARE FOR SUPPORT OF THE DRIVEWAY PERMIT AT THE TIME IT IS SUBMITTED. '(9I FULL 6" VERTICAL CURB TO 2. GENERAL CONSTRUCTION NOTES P THROUGH 18, 20 THROUGH SAOIWL ROLLOVER CURB (TYP BOTH SIDES) 39, AND 42 THROUGH 46 AS LISTED IN APPENDIX E-1 OF THE LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS) SHALL APPLY AND BE FOLLOWED FOR THIS PROJECT DESIGNED BY: DH , 7x�;-"• FOR ALL WORK WITHIN LAUREL STREET RIGHT-OF-WAY AND DRAWN BY: KRW FOR ANY CITY OF FORT COLLINS OWNED UTILITY. CHECKED BY: JTC 3 �. 3. THE CONSTRUCTION NOTES UNDER SUBSECTION "STREET JOB NUMBER: 1950.4c 5'x 8'x 4 THICK � tt "EMERGENCY ACCESS ONLY" SIGN . I IMPROVEMENT NOTES" AND "TRAFFIC SIGNING", AND PAVEMENT MARKING CONSTRUCTION NOTES IN APPENDIX E-2 DATE: 03/29/13 CONIC PAD -- (RE: LCUASS DETAIL 1401) OF THE LARIMER COUNTY AREA STREET STANDARDS (LCUASS) SHALL ® JVA, INC I R -IRR IRR IRA,— irk' APPLY AND BE FOLLOWED BY THIS PROJECT FOR WORK WITHIN 57 LF 6' DIP FDC UN THE LAUREL STREET RIGHT-OF-WAY AND FOR ANY CITY OF (CSU OWNED) FORT COLLINS OWNED UTILITY AS APPLICABLE. 1 + . yt,•...".,:_ _A, ,;., __- _ 4. DRIVEWAY CUTS, CURB, GUTTER AND SIDEWALK WORK ALONG a g ("; % ^'- LAUREL STREET SHALL BE COMPLETED PER A SEPARATE DRIVEWAY PERMIT THAT SHALL BE OBTAINED FROM THE CITY a OF FORT COLLINS. ALL DRIVEWAY, CURB, GUTTER AND SIDEWALK WORK SHALL COMPLY TO CITY OF FORT COLLINS = H BUILDING NORTH _ �< H`' STANDARD DETAILS AND CONSTRUCTION STANDARDS OR AS FF 5023.00 (100'-0") MODIFIED AS SHOWN AND APPROVED ON THESE PLANS. O c . V5 ��*-• " 5. LIMITS OF STREET CUT SHOWN ON LAUREL STREET ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE � rr Z O Z LUZ FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO - J LU BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. ? 0 O O LU a 6. CONTRACTOR IS REQUIRED TO OBTAIN AN EXCAVATION PERMIT LU Z V Cn LU FROM THE CITY OF FORT COLLINS PRIOR TO PERFORMING Cn J Z UTILITY WORK ON LAUREL STREET. LU O � J U)O� ILL. Of 30 0 30 60 SCALE IN FEET City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: CHECKED BY: w.ur vw.uw.ur CHECKED BY: lU A Sbinmaw UMKy Deft CHECKED BY: —_ kA TnAc E``n`*`w p� CHECKED BY: AA Pw Wild R.awdon Dow CHECKED BY: _ k 4, EnWmnmW Oj-v Dam CHECKED BY: Dom Ogg O O N 0 Of g SHEET NUMBER 1 OF 2 C-3 2 z O a Of Uj w 0 w co 0 Or 0 w _0 V) 0 Z 0 z TRENCH WIDTH AS SPECIFIED IN SECTION 02221 LOWER LIMIT TRENCH WALL SLOPING INITIAL LIFT e 12 IN. MIN. BEDDING ZONE ANULAR MATERIAL - + PIPE 0 D. /\ . ;.�.t:..'.�..: ,'�.•:'.`_C 4 IN. MIN. • INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. NOTE: GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. CITY Or PORT COLLINS UTIIITIPS 01/181 eAT®L PAD oP=AnoNs WATER MAIN BEDDING P.O. BOX lies, roRl' COLLINS. Co. 11110622 REQUIREMENTS (DIP & PVC) DETAIL (970) 8E1-6700 1 m CI c 't 8 ra -4O mm m O �y W a m R L U�2 4 E ` U)as Y = 2 IT 8 n -.10 .ti > 3 �+ W L1I tea\ a = U W Z I 0 Q I > m 0 z I I Z m N I Z1.4 -T F--�' I Cww) ,9 Ro I I p am Q et":I ZVI, Q T20 M I W 4a O I °mm 0 U V y m y Z LLJ c Q O p� Q= a m = 4 0 ; LJJ oQ o W 09 29 Y F- xis o 9F -lE ca M M M x _1 N N N > > u O O - - za Y z W E I°i c LL v E ` so o v o'` u 2"R. m :. t. m E m 0 00 d r m an � E U) r Z a so ?1 u O I' Ta O �0 ;gym N 268 LU o as,m E � o q 1� g+ c m of 40 S2.2) S S c Um m O Wmxx dd�a_23 w ?2c .0'^c 3=QQO 2 o RZD6 z ni (ri a vi (m ANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV LARIII[ER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA � 5 DRAWINGS DATE: 04/01/07 707 POLYETHYLENE BOND BREAKER `UNDISTURBED SOIL POLYETHYLENE BOND BREAKER TYPICAL BEND POLYETHYLENE BOND BREAKER 2/3 DTA. MATERIAL BEARING SURFACE UNDISTURBED SOIL TYPICAL CROSS-SECTION •'•: BEARING SURFACE UNDISTURBED SOIL TEE MINIMUM BEARING SURFACE AREA (SQ. FT.) PIPE BENDS TEE OR SIZE 11 1 /4' 2 1 /2 45' 90' DD END 4" 1.0 1.0 1.0 2.0 15 6" 1.0 1.5 2.5 4.5 3.5 8" 1.5 2.5 4.5 8.0 12' 3.0 4.5 9.0 16.516 t2O 4.8 9.6 18.9 34.7 BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. GENERAL NOTES: POLYETHYLENE BOND BREAKER ,s 1. Bearing surface areas shown in Chart are minimum. 2. All fittings to be wrapped with polyethylene. 3. Pipe installed under conditions different from those BEARING X. normally encountered shall require thrust blocks SURFACE designed for those particular conditions. 4. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the UNDISTURBED installation site. SOIL DEAD END 5. Refer to Section 03300 for concrete requirements. CITY OF PORT COLLINS UTILTIES WATER I = OPERATIONS P.O. BOX 590, PORT COLLINS. CO. 6068E (970) MT-6700 O EXISTING OROSSPAN STOP BAR SPECIFIED as STANDARD CONCRETE THRUST BLOCKS DETAIL 2 P,ebd,Ml Yro eyI hrX4')IvdwFxed too. a v4.1a , plod a ' om, ft-I'd ae prpedred m"emam canbrtE On ux Ivie i NOTE$ LorNnemN Eaa ur x 15'1 No ao•M^-YwX wtl sloop pgecW town. Powene crosawn axis (no au, ban -+hall eah aeed9e M rho pen l]wshan eve (aIW Ert a . flhracas- hell Ge pomed alwy gc}cra] M4111eoerlappin94'almoaepen ao.walx Ian shall se,amd mmelad on oConawnaal emomohna apneamlemae.dr lem rLaness axomreamanmmxxmneaearmrmc Inure Nne &5'(mn) 9om.. CmNnaMl Wn mar Es mraerMm no mN 69ueer wllon pwmdc Jmd„a xan c. ' ?}•.f N 14 5'PrM sao bar ro m a sup her of g wwe / U ❑ O ue .mourn a.im.eanro O Zx LL - pxre�a redw u la men � g W a CROSSWALK MARKINGS .� N 00 e ` 0. TTTTTTTTTTTaf t 5' , 00 whmsop9ar;l 5'x Leiglhl 'B'e5ro rmLp -L z z az 11J.1T -Ii� 4' E.mwm: me do..nminm lose rely ne swll temmsro m me a.e aI NO CROSSOP STOP BAR SPMIECIFIED NOTE a Ivgwdinalpone)mlppn9shOu rnmenthe miEnenrx..Ik Mn wMn rp ale, Mr na. Il e sap War w apeoned the ssax' mar wmoron m me sap bar STANDARD PAVEMENT MARKINGS LAR COUNTY CONSTRUCTION RBVLSION NO: 1 DRAWING URBSTREET AREA DRAWINGS DATE: 03/01/02 1403 FLOW -FILL NOW, W • •• MUELLER HYDRANT NUMBER A-423 OR WATROUS PACER 250 LOCATOR STATION (SEE DETAIL 25) IN. to IN. EDGE OF SIDEWALK OR BACK OF CURB ) a - -CONCRETE BLOCK 24 INCH MIN. - HYDRANT DRAIN OPENINGS MUST REMAIN CLEAR OF OBSTRUCTIONS RESTRAINED JOINTS t�GNP.�rI/-1�r]Ia9Il 18 IN. 54 INCHES MINIMUM 66 INCHES MAXIMUM HYDRANT GRAVEL (REF. SECTION 02644) VALVE BOX (REFERENCE SECTION 02641) TRACER WIRE (PVC WATER MAIN ONLY) -SWIVEL TEE RESILIENT SEAT GATE VALVE 8 MIL SHEET OF POLYETHYLENE THRUST BLOCK NOTES NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN POLYETHYLENE. Crry or FORT COLITIS U7TI177E3 'rQ1 w r wp 27/06 RAT®t F®D OP®RATIONS FIRE HYDRANT IN P.O. BOX 6e0, Foot COTIINB, co. eo6eE DETAIL (970) EFT-6701 +J ...... e .' ° .' 4d . ". 1. i' ' 4 • NOTE Construct sidahmak wMh JdMs at iP InbrvNs __"f. d • a - .• and aligned with morin0 on out 4 ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL • R1(8^ 114 SLAB THICXN IE e 4 ° ` 4 WEAKENED PLANE JOINT 12"Experrmon Joint mabdel O 4• 4 •• a 4 INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT SIDEWALK DETAIL LAR1 M COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA STREET STANDARDS DRAWINGS DATE: 04/01/07 1602 Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) VERTICAL roll) 00 IZ�ii11 W M �M:? LARDIER COUNTY URBANAM ANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 701 DATE: 03ZOI 02 N (Radius vanes) c 2 E Curb to retain \ TransNon g ground behind the back of walk CO Truncated Dome walk, if needed. \ (typ.) Warning Detection Wood float P finish thru e a ramp p� F Walk k grim finish Curb Gutter + CORNER LOCATION Wood float finish thru ramp Wall k Broom finish Curb Gutter Or 50, 401e b Curb (optional) Only if needed Transition back of walk (typ.) Broom finish 6 I 5 6 Truncated Dome o T (mm) Warning Detection MID -BLOCK LOCATION at the corners of the truncated dome warning 0 71 6' truncated dome warning detection L "� E e •. a 4 . c SECTION A -A NOTES: 1. ' 6" Thickness applies to entire ramp area. 2. •• 1:25 Unless a landing behind ramp (then ramp Dan be 1:12 With 1,20 on the truncated dome warning ) 3. See CONST. DUNG. I WO(a) and 1607 for Fort Collin 4. See CONST. DWG. 1614, 1615 and 1616 for Loveland ACCESS RAMP DETAILS LARDIBR COUNTY CONSTRUCTION REVISION NO: 1 DRAWING STREETg AREA DRAGS DATE: 04/01/07 1603 Y J Q U c5 EE m 0 soW e- (V OIC NU_ Q O fE IJU o LL U LL v (LI a 0 O o Z a a o N Q. `IJ 0 CI U W > EE 0 lie > 13 1 /4" (F.C.) R 16" .fx . z 1/a�F.G i i `v i R 16" J " • LL a v+ N Q Z W 0 06 CO U 9 1/4" (F.C.) CURB AND GUTTER/SIDEWALK LARDIIER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING ST EESTANDDAARDS DRAWINGS DATE: 03/01/02 702 (MODIFIED) rL • 2'„ SECTION A -A N.T.S. 2' CURB dl: GUTTER City of Fort Collins, Colorado UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: �(1► Sbnmw1Mr wity Deb CHECKED BY: A)A ^^ Ti Enowar Deb CHECKED BY: AM �'- Parka and R•areason Dab CHECKED BY: A)A "'�- EnvMon"ler l PlerRnl Dab CHECKED BY: Deb IVA, Incorporated 25 Old Town Square Suite 200 Fort Collins, CO 80524 E-mail: Info@jvalva.com Phone970.225 9099 Fax 970 225 6963 z CO a a CO w 0 w 7 CO z y > w 0 w 0 E0 w z w Q 0 0 z 1•a` uqunrrarOd DESIGNED BY: DH DRAWN BY: KRW CHECKED BY: JTC JOB NUMBER: 1950.4c DATE: 03/29/13 © JVA, INC L= r � Zr� M LU (D ZLU M H > Z J W Q 0 d 0 d m Z E- I - as) Uj H LU LUJ O W :zC0L,-I LL- :Dw o�0 0Ja >> �� O � U U U SHEET NUMBER 2 OF 2