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HomeMy WebLinkAboutDWG 424-6L; 39431; STAGECOACH PARK SYNTHETIC TURF FIELD; 01-11• ecoac ,e SHEET INDEX: SHEET No: L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 CONTENTS: COVER SHEET/ VICINITY MAP EXISTING CONDITIONS DEMOLITION PLAN EROSION CONTROL PLAN CONSTRUCTION PLAN GRADING AND DRAINAGE PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS IRRIGATION PLAN IRRIGATION DETAILS ABBREVIATIONS: & AG AC ARCH BC BOC BOW BW CB CJ CLR CMU CONC CONT CSDG co C C.O. co DBL ANO AT AGGREGATE ASPHALT CONCRETE ARCHITECTURAL BOTTOM OF CURB BACK OF CURB BACK OF WALK BASE OF WALL (EQUAL TO FG OR FS) CATCH BASIN CONTROL JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT CONCRETE CONTINUOUS CEMENT STABILIZED DECOMPOSED GRANITE CLEANOUT CONDUIT CONDUIT ONLY CLEANDUT DOUBLE DG DOUG FIR DRWG (E) EG EJ EP EL EQ EXP FFE FG FLG FL FOB FOC FS FTG GALV GB HD HOR DECOMPOSED GR ANITE DIAMETER DOUGLAS FIR DRAWING EXISTING EXIS TING GRADE EXPANSION JOINT EDGE DF PAVI NG ELEVATION EQUAL EXPOSED FINISHED FLOOR ELEVATION FINISH GRADE (SOIL OR INFIELD FINES) FLANGED FLOW LINE FACE OF BUILDING FACE OF CURB FINISHED SURFACE (PAVING OR DG) FOOTING GALVANIZED GRADE BREAK HOT DIPPED HEADER HP INV IRRIG JTS LA HIGH POINT INVERT ELEVATION IRRIGATION JOINTS LANDSCAPE ARCHITECT LINEAL FEET LF M MM MAX MB MFC MIN MTL (N) NOM NIC oc PA POB POC POT PNT PT R METER MILIMETER MAXIMUM MACHINE BOLT MANUFACTURER MINI MUM METAL NEW NOMINAL NO T IN CONTRACT ON CENTER PLANT AREA POINT OF BEGINNING POINT OF CONNECTION POINT OF TANGENCY POINT PRESSURE TREATED RADIUS DMA DiGeronimo Mikula Associates, LLC 5 Apple Hill Road Sturbridge, MA 01566 Ph: (508)347-5184 Fax: (508)347-5911 RDWD REBAR REQD RIM RO RP SCH SIM SPECS ss STA TBR TC TD TFTG THK TOE TP TS TYP TRANS TW UON WP WWM W/ Carlsbad, California GENERAL NOTES: D SIGN INTENT These Drawings ond accompanying technical specifications represent the general design intent t o be implemented on the site. Contractor shall be responsible for contacting the Architect for any additional clorlficotion or details necessary to accommodate s[te conditions. CONTRACTOR COORDINATION Contractor sholl coordinate and otherwise integrate his work with that of others in on efficient, croftsmonlike and timely manner so os to provide the City with o well-constructed, easily maintain able project. Each contractor sholl notify others at least two working days in advance of covering, completing or exposing work to be installed by others. CONTRACTORS' JOB SITE CONDITIONS Contractor agrees that he shall assume sole and complete responsibility for site conditions during the course of construction of this project, including safety of all persons ond property; that this requirement shall apply continuously and not be limited to nor mal working hours; ond \hot the Contractor shall defend, indemnify and hold the City and the Architect harmless from any and all liability, real or alleged in connection with the performance of work on this project, excepting liability arising from the sole negligence of the City or the Architect. COMPOSITE BASE SHEET The proposed improvements shown on these Drawings ore superimposed on o base sheet. This base sheet is compiled from o boundary and o partial topographic survey, other architectural and/or engineering documents ond other data os mode ovoiloble by the Surveyor to the Consultant. The Existing Conditions Plan is provided on l y as on oid, and the Contractor sholl be responsible for reviewing these documents and incorporating/integrating all construction os required to accommodate same. Any discrepancies in the the field and these documents shall be brought to the attention of the Engineer immediately for direction on how to proceed with the differing site conditions. UTILITIES A reasonable effort hos been mode to locate and delineate all known underground utilities. The Contractor is cautioned thot only excavation will reveal the types, extent, sizes, location and depths of such underground utilities. However, the Architect can assume no responsibility for the completeness or accuracy of lts delineation of such underground utilities, nor for the existence of other buried objects or utilities which are not shown on these Drawings. The Contrac t or is hereby notified that prior to commencing construction, he is responsible for contacting the utility companies involved and requesting a visual verification of the locations of their underground facilities. The utility companies are members of the underground service alert (U .S.A) one-coll program. Notification shall be 48 hours in advance of performing excavation work by calling the toll-free number 800-642-2444. Excavation is defined os being 6 or more inches in depth below the existing surface. , c, Avlara l(y REDWOOD REINFORCEMENT BAR REQUIRED RIM ELEVATION ROUGH RADIUS POINT SCHEDULE SIMILAR SPECIFICATIONS SANITARY SEWER STA TIDN TO BE REMOVED TOP OF CURB TRENCH DRAIN TOP OF FOOTING THICK THREADED ONE ENDED TOP OF PAVING TOP OF STEP TYPICAL TRANSFORMER TOP OF WALL Pactth:i Oc t an :; f ,.., r,1, It cs I 11.lul,,; I 0.5 m:J ©1004 Y~hoo! he VICINITY MAP : ? OliYonhain / r ©200 3 N.X\VTEQ NORTH -----PROJECT LOCATION 04054_01-Cover.dwg "AS BUILT" RCE __ _ EXP, ____ _ DATE REVIEw'ED BY• INSPECTOR ro -zs-ov DATE UNLESS OTHERWISE NOTED WEAKENED PLANE JDINT WELDED WIRE MESH WITH l--------l--+-----------f----+--+--+-~ I SH1EET I CIT Y OF CARLS BAD f5Hillsl1 ENGINEERING DEPARTMENT l__!_!__j :==='....::::=========:::::'....'::====: Bellinger Foster Steinmetz 299 Cannery Row Monterey, CA 93940 Landscap e Arch itect u r e PH 83 t.646.1383 FX 831.373.8653 EM go@bfsla.com Project #: 04.05<4 Date: March 11, 2005 DA TE INITIAL DATE INlnAL DATE INITIAL ENGINEER OF WORK REVIS ION DESCR IPTION OTHER APPROVAL CITY APPROVAi. STAGECOACH PARK SYNTHETIC TURF FIELD L-1 COVER SHEET APPRO'Jf:..J L£ HUBBS J'f!-"U: )JOI.I ,,,,,,, .• o./D f!k,,/o'i fi,<. PUBLIC WORKS DIRECTOR PE 23889 EXPIRES 12 31 05 DA TE OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 39431 I DRA'M NG NO, DWG 424-6L SCALE: 1 "; 30'-0" ~....-, 30 0 30 ' ' I 60 I I... I I 1/, I /. --- I I I -\ <!r,9 ' -~Y,, ---,,-"' r / / I -.,., I ~ ,,,._ I ,.,. I I .::- I --, -----l --l -/ -----~--- I -- --- .,. - \ .,. ------. >- ,,/ - DMA DiGeronimo Mikula Associates, LLC 5 Apple Hill Road Sturbridge, MA 01566 Ph: (508)347-5184 Fax: (508)347-5911 ----:-:,.,..,.ii,--" \ \ \ \ _ _,.,, \ \--<1 \ \ \ -\ \ • - \ \ \ \ ,~4. X \ \ \ \ \ \ / \ 6" \ \ \ \ \ \ ( / / / \ • ' ' ' ' ' ' ' ' ' ' ' ' , ' ' ' ' ' , ' ... \ , ' ' , , ' ' , ' , \ ' ' ' ' ' ' ' ' ,._ Bellinger Foster Steinmetz 299 Cannery Raw Mooterey, CA 93940 Landscape PH 831.6-46, 1383 FX 831.373 .8653 EM go@bfsla.com Project If: 04,054 Date: March 11, 2005 Architecture ----- " ... -\ • \ • .,. \ • • \ • \ ,.,_ \ \ • \ -- ... \ • ~ ' \ I ' , ! ' ' ' , ' ' ' ' ' ' ' , ' ' ' , , , ' ' ' , , , , , , ' , , // K- : \ ' J , , ' ' ' ' Legend: --2,0-- -Existing Contours -----------------Existing Electrical Lines - - -- -- - --Existing Drain Lines --, -, -, --Existing Storm Drain Lines -a --v -v --Existing Storm Drain Lines Existing Fence -•-------Existing Irrigation Lateral Line and Heads ----------Existing Irrigation Main Lines Existing Irrigation Valves (Assumed Location) Existing Irrigation Valves (surveyed) Existing Infield Fines: 3" -4" Deep Notes: <I) Existing Catch Basin ® Existing Man Hole ® Existing Light Pole © Existing Foul Ball Pole ® Existing Drinking Fountain RCE __ _ 04054 _02-ExCon.dwg "AS BUILT" EXP, ___ _ DATE REVIEIJED BY, 10-.:ZS-CV DATE >----+--+------------+---+--->---+---I I SH2EET I CITY OF CARLSBAD fSHEIB71 ENGINEERING DEPARTMENT L_1_!__j ~='.-==:========:::::'.,,,::=~ STAGECOACH PARK SYNTHETIC TURF FIELD DA. TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ClTY APPROVAL L-2 EXISTING CONDITIONS PLAN APPR~VEJ .Jt_OYD HUBBS ,...,: rl.u JJ •• I l!f# ~ ,.,,,. PUBLIC WORKS DIRECTOR PE 23889 EXPIRES 12 31 DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 39431 DRAW7NG NO , DWG424-6L 032 309 I 0 \ I ' ~ ) I , ' ' ' \ / / C "' 0:: C) C 'c "' L (,'.) Ql Ql (/) C "iii "' al -5 -"' u C) C :; VJ ·;;; a, $ ~ 0 Cl> 0:: Ql Ql (/) "' Ql 0 C. "' .c ::, s C) C :;::; "' ·x Ql Ql ~ -::, ~~ .Q J!l Ql 0:: "' C 'O "' C L "'s <Ii C C) "' "' ->o.. co C (/) _g ·U !l! 2 o-E ~ Ql 0 0:: u 1!l "' 0.. "O C: Q) Q) ...J C u $ 2 0.. 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"' "" w :,. w -> w "' w f-<I "" "' D f-u w CL V) z -µ:..., 0 f-z w ::,: f-"' <I CL w Q CJ z -"' w w z -CJ z w DWG 424-6L 3 of 11 Cl _J UJ LL LL [I'.'. ::, t-u i= UJ :r: 1-z >-(/) ~ a:: ct :r: ~ 0 u UJ z 5 a.. z 0 I-_J 0 ~ w 0 ~ w >-<( "' c:, "' 0 "' t N u, w _. "' i n: X .. w m I ., ., n N w 0.. "' (/) 0 >-!Il <.> CJ w :::, "' :,: c5 I~ Ml ~ Cf) M I _J N ...., Cl) E C: ..... Cl) ...., VI I... Cl) ...., VI 0 LL I... Cl) on C: cc ::E a Cu _J <( &l u _J _J VJ Ql -"' ·;:; iii "' < 0 "' 0 0 z 0 z 3: <I a:: 0 ci z f-u w 6 a:: a. .. ;: ;: >-mm CJ z~~ :<= :,: > 0 uo:: J < C ~ I" < 0 J < C ~ w ,__ < 0 J < C .; I" < 0 J < > 0 "' Q. Q. < >-,__ u ,i > 0 "' Q. Q. < cc w ;,: 0 z 0 f-0.. 0:: 0 en w 0 z 0 en > w 0:: "' cc 0 ,. u. 0 cc w w z 6 z w SCALE: 1"= 30'-0" 30 0 30 60 DMA EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQU/RED,CONTACT (PHONE NUMBER) AT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES OUR/NG THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER/NG INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A WAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGR[GRATE. 11. SHOULD GERM/NAT/ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. Bellinger Foster Steinmetz EX/STING GROUND _L 5 ' 14'M/N. T PLAN PUBLIC RIG T-OF-WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCnON ENTRANCE AND PUBLIC RIGHT-OF- WAY UNLINED SWALE & BERM STABILIZED CONSTRUCTION ENTRANCE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 10 CM) CKFILL AND COMPACT THE CA VA TED SOIL. 1 \?1)) FABR1c-lw) 1illilli 'I~ -_!!1R[ 11T ~ lljfu-~ =JMtlli~m -M Li-=I -~:___l!JI-ill-11 I I I I~ I I I m!J11~ I 1JI . "' -'-" "~~~~" :~~ ~' ------------_______ .., ... --__ r J FT (0,9 M) MIN. ~---~.,,,.. ?:_-4!__ R'UNOFF GAP BETOCEN BAGS THRff LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAGS SILT FENCE Note: Methods of erosion control as indicated in the plan shall be at the discretion of the contractor. No additional payment shall be made. DiGeronimo Mikula Associates, LLC 5 Apple Hill Road Sturbridge, MA 01566 299 Cannery Row Monterey, CA 93940 Landscape Architecture Ph: (508)347-5184 Fax: (508)347-5911 PH 831.646.1383 FX 831.373.8653 EM go@bfsla.com Project #: 04.054 Date: March 11, 2005 DAlE INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVIS! ON DESCRIPTION OTHER APPROVAL CITY APPROVAL ---------------------------- 04054_04-Eroslon.dwg "AS BUILT" RCE EXP. DATE REVIE\vED BY• \"..t I"' ~ • c.._~ t'. -_'\ I (') -,;:IS -Q!.Q INSPECTOR DATE I SH;ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 1 STAGECOACH PARK SYNTHETIC TURF FIELD L-4 EROSION CONTROL PLAN APLC,O~DYD HUBBS il1: ' , • ._, JJOlt /!JIii' ,,10-to ,j__,,_/ot r-PUBLIC WORKS DIRECTOR PE 23889 EXPIRES12/31/05DAlI OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: RVWD BY: 39431 DWG424-6L L_ / / I / I / / I / I / / / / I I I I I I I I / I I I I I I I / I I I / I I '/ I I , I I 6' -,. -,. -, ;, I -,. ;, I I / / -,. -/, -,. -/, -,. -,. ,,, .,, -,. -,. -,. -/, ,, / ,_ .,_ -/, i- i--,. ,_ -/, -,. -,. ,,, .,_ -,. -,. -/, -,. -,. ,_ .,_ -,. i- -,. ,_ -,. -/, .,_ i-.,, -,. -,. i-i-i- -/, -,. i- -,. / ! / , ~ , /" s I I I / / I ,_ -,. 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'I- -;. i- -;. -/, -,. .,_ ,_ 1- -,. -,. -;. -,. -,. -,. i- -,. -,. .,, -,. -,. -,. .,_ -,. -,. -,. .,_ .,_ -,. -,. -;, -/, -,. ,. -,. -/, -,. -,. -,. -,. -,. ,_ -,. -,. 1-,_ -,. -,. -,. -,. -,. -,. -,. .,_ -,. -,. ,,, -,. -/, -,. -,. .,, -,. ,,, -,. .,, -,. ,_ -,. -,. -,. / I I I / -,. -,. .,, -,. -/, ,, -;, -/, -,. ,_ -,. -;. ,_ -,. -,. / @ -,. -,. -,. -,. -,. ,,, I / -,. ,,, .,, .,, .,, -,, I -,. -,. / SCALE : 1 "= 30'-0" 30 0 30 60 -,. -,. -,, i- -,, i- i- -,, i-.,, -,. i- -,. -/, ,,, i- i- -/, -;, -/, -,. -;, -;, -;, -/, -,. -,. -,. -,. -,. -/, -/, i--,. -;, .,_ -;. -,. -/, -,. -,. -,. .,_ -,. ;, -;. -,. ;. ,, -,. -,. ,_ -/, -;, -;. -,. -/, -,. ,_ -/, -,. -,. ;. i- .,_ -,. -,. -,. .,_ -,. 4' j. 1- cP --- Trex Boards Around Sewer DMA DiGeronimo Mikula Associates, LLC 5 Apple Hill Road Sturbridge, MA 01566 Ph: (508)347-5184 Fax: (508)347-5911 -,. -,. -,. -,. -,. -,. -,. ,,, -,. -,. -,. -,. -,. -,. -,. .,, -,. -,. -/, -,. .,_ -,. -,. -/, -,. -,. .,,__ 6' ~ 6 ,. -,. -/, -,. -/, -,. -/, -,. -,. 0- -,. -,. y ) -,. -,. ,_ ►' .. ~ ,/'. --&~~ " """ ' Bellinger Foster Steinmetz 8 -,. -,. -,. -,. -,. -,. -;, ;, -,. -,. -,. .,_ .. .,_ -;, .,_ -,. -,. -;, -,. Landscape Architecture 299 Cannery Row Monterey, CA 93940 PH 831.646.1383 FX 831.373.8653 EM So@bfsla.com Project #: 04.054 Date: March 11, 2005 -;, -/, -,. . . ·--, -··- -,. -,. -,. ,_ ., -,. -;, -,. -,. -,. -,. -,. .,_ -,. -,. -/, -,. -,. -/, -/, -,. -;. -,. -/, 1- -,. -;. -/, -,. -,. -,. -,. -,. .,, -,. -,. -,. -,. -,. -,. .,, -/, .,_ -/, ,_ -,. -,. -,. -,. -,. -,. -,. -,. -,. -/, ,_ -,. -,. -,. ------v----<>----Existing Fence -,. -,. -,. -/, -,. .,, -,. I Notes: (D Service Access Path: 12' wide with salvaged infield fines. See ® Single Gate: 5' wide, see detail specifications --<>---<>----<>---New Fence @ Double Gate : Sliding, 12' wide , See@ © Headerboard: see@ L-Q # Salvaged Infield Fines: See@ Synthetic Grass: Infield (tan c~:r), se.,@or @ Synthetic Grass: Outfield (green color), See (2\ or ~ ~ ~ Chain Link Fence: See plan for sizes, and see@ 4' Fence: 6-gage fabric, see specs ~ 6' Fence: 9-gage fabric, see specs Concrete Boulders @ Infield Transition: See@ @ Fence Curb: See @ (J) Softball infield layou~:-~ee@ @ Man Hole: See Grading Plan @ Relocated Foul Ball Pole: Install similar to (N) pole, see specs and Seo@ @ New Foul Ball Pole to match existing, sec@ @ Relocated Catch Basin: See Grading Plan @ Fence guard at outfield fences between foul lines, yellow, see specs . @ Soccer/Flag Football Layout: Sei,@ @ Softball/Soccer striping: See W @ Modified Curbs ~ "AS 04054_05-Constr.dwg BUILT" @ Bollards, Removable RCE __ _ EXP, ___ _ DATE REV!Ew'ED BY, INSPEC TOR r o-;z s-oc., DATE l----j--t---------------l--+--1---1--1 1 ~ S=HSE=ET='-1 =C=I=T=Y==O=F====C=A=R=L=S=B=A=D:::::...l:::I =~~I 1 r ENGINEERING DEPARTM ENT STAGECOACH PARK SYNTHETIC TURF FIELD L-5 CONSTRUCTION PLAN APPR~E~ ~OYO HUBBS ft ,J).r 2"-~ .. • 2>•1 .-., ,,11,,., z.A,sh, ~~,&~P~U::BU::C:::::::WO::R::K:::S~D:::IR~EC:::T:::O~R~P~E~2~38~8~9~E~XP~IR~E~S~l 2~3~1 ~0~5 ~DA~TE~= t-,o,.Aci'T£i'°'"G1N"'ITTIIMAL-t-------------------+--DA-T£--l--,N-ITI_A_L-I--D-A_T£_..j..._lN-ITI_A_L_J roWN BY: ----PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: ---39431 DWG OTHER APPROVAL CITY APPROVAL RVWD BY: 424-6L ENGINEER OF WORK 032309 C U1 :E 0 C, -.i:. i,-a.. "' i,-a.. ~ a, r- I I I / J.. I I / d' ~ / / I / / I i I I °"" ;' I I I I I I I I I I ,.j I TC: '210.4 I ; F SP: 21·0.4 / E'f 209.6 I I I r11,, I I I I I I I I I ~f1-~9 , , , , , , , • , , , • , , , , , , , , tx i I I / / I I I I I I I :~ I i I I I I I ;-I I j I , l I ;, I I TC: 211 .95 / ,"":;I. /"'FSF 211 .95 / / / EG 211.4 I I , .. I I I / / • ~~ • • , .. , , b.§li_f ,, rs.;Sc TC: 213.07 FSF: 212.9 EG: 213.0 SCALE: 1 "= 30'-0" 30 0 30 60 TC : 209.7 FSF: 209.1.._ EG : 209.6 R C, , • • • • • TC: 209.5 FSF: 209.5 EG:209.~ • •• •• '\'1% ----- •• •• • -----zfo.5 TC : 209.4 FSF : 209.4 EG : 209.3 • •• •• 211 ~ ~ ---~ ~ ..... ~ -~::-~ ~ INV: 210.2 ..... ~ '\' 1% ~ ~ w~ ~ ,i"'5...,n ,., . "" ' 211 .5 ---~ ~tF6() "'ii!., ~ 0 0 ~,c;,,, 0 "110rv[/ DMA DiGeronimo Mikula Associates, LLC 5 Apple Hill Road Sturbridge, MA 01 566 Ph: (508)347-5184 Fax: (508)347-591 1 \ \ \ 11~6 E CB RIM : 208.55 (E) INV: 197.13 (assumed) INV IN : 205.8 SF: 21 'i li G: 21t , , \ / / / FSF: 210.2 MH RIM : 210.1 CD INV IN : 206.7 @ INV IN : 207.4 INV OUT: 206.0 ..... 0 TC:211.3 FSF: 210.8 , EG: 211.2 ,-,J. C1 ~ rc1•i:s -----7-------........ __ /0 /0 / 0 \ \ I I 1.1% I I ./ ·:J.49 ,-J: . V / 3.s ,:,.kl ?I/ it-b eoi, r-cl. / /1 / cP i.,,lf, sl ;i., +: •• .... •• TC: 212.3 FSF: 211 .6 EG: 212 .2 ··, .. ••• J ) I I I I 7 ..... TC: 21<1.25· FSF: 213.3 EG: 214.i I I Legend: TC :213.1 FSF: 212.6 FSF : 213.0 _,.--CONNECT FLAT DRAIN LINE INTO COLLECTOR PIPE DRAIN LINE: SEE L!L'\1/2% SLOPE MIN TO DRAIN \[17 / • / / / ..... TC: 214.5 FSF: 213.2 EG : 214.2 ,, C TC: 215.25 FSF: 213.7 EGi 214.9 INV: 211 .0 ';;"'"--"' ----~--' c<:f"C" • \ -210----Existing Contours ·"•,, Existing Elevations -Existing 6" Drain Line Bellinger Foster Steinmetz 299 Cannery Row Monterey, CA 93940 Landscape Architecture PH 831.646.1383 FX 831 .373.8653 EM go@bfsla.com Project #: 04.054 Date: March 11, 2005 Notes: (D Relocated Catch Basin: Intercept (E) pipe similar to (E) condition. New Rim= 210.5 ® Man Hole: See @ @ Method B drain mat layout similar to Method A composite drain layout © Cut Off Walls: 4' off Man Hole, transition to solid pipe, See@ -, -, -, -Existing Storm Drain Lines -~ -~ -~ --Existing Storm Drain Lines EG FSF + FSF 205.52 123 f-- (\ + + Existing Grade of Grass Finish Surface synthetic Field Proposed Spot Elevations Proposed Contours Direction of Slope -Down Flush Conditions • -Composite Drains: (Method A) See @ -----------------· Drain Line: Perforated, (10" Dia. in Method A and 15" Dia. in Method B) See W or W ------------------Drain Line: 15" Solid PVC ~~ ======-=== Drain Line: Flat Drain RCE __ _ 04054_06-Grading.dwg "AS BUILT" EXP , ___ _ DATE REVIE'.'ED BY , I INSPECTOR 1 o. ,;z.s-01,p DA TE L__--+--+-------------t---t-----t----r-----i I SH6EET I CITY OF CARLS BAD ~1 .--;:::::==:..'::::=::::::E:::::N:::G I::::N:::E:::E':::R:::I N=G=D:::E':::P=A':::R=T=M:::E=N T==='-.'::L!.!_j===: DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL STAGECOACH PARK SYNTHETIC TURF FIELD L-6 GRADING AND DRAINAGE PLAN APPR~"4 LLOYD HUBBS r,: VI /II.Ii , ... , ,,,,,,, I.,..,., Jk..PUBLIC WORKS DIRECTOR PE 23889 EXPIRES12 31 a./'tS:/of 05 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PRO JE CT NO. 39431 I DRAWING NO. . DWG 424-6L ~--------- 032309 I r SYNTHETIC GRASS: SEE ffi ,-----2" TOP COURSE: SEE SPECS 4" BASE: SEE SPECS st COMPOSITE DRAINS: SEE DRAINAGE PLAN GEOTEXTILE FABRIC: -~ 5'-0" COMPACTED SUBGRADE: SHAPED FOR DRAINAGE CD 24" ' ~ ~ ' . , IJmi 11=1 11 11,, FENCE CURB: SEE ® NAILER: FASTENED TO CONCRETE, SEE SPECS ~1--_...S'+y_._.n_._. -=G---'--'ra=s=s'-----S=-e=-c=t~io~n~a=t~P~e~r~im~e~t=e~r _-~M_e_th_o_d_A_ v nts SYNTHETIC GRASS: SEE SPECS -~ 6" FREE DRAINING STONE BASE : SEE EB SLOPE PER PLANS SLOPE PER PLANS ~%0<%,1 COMPOSITE DRAINS : SEE DRAINAGE PLAN COMPACTED SUBGRADE: SEE SPECS -~ I';~ .; I • =· I ,,a •• ':,JI DRAIN LINE: HOPE PERFORATED: CENTERED ,o ;~.~I IN TRENCH, DEPTH VARIES , SEE DRAINAGE PLAN J!t~ .. ,,.;,:~0,11 __j \, • •oo.R oO• •• 0•9 GEOTEXTILE FABRIC: SEE SPECS = ~•-"-= • ·. ITT '. , I · II . ' ' FOR MORE INFORMATION SEE EB f2\1---=--S-y_._.nt~h=e~ti =-c ~G~r=as=s'-----S~ec~t~io_n_-_M_e_t_h_o_d _A ___ _ \::_) nts THETIC GRASS: SEE 4 POLYMER TREAT PERVIOUS OVER PIPE TRENCH, S DRAIN LINE: HOPE PERFORATED, CENTERED IN TRENCH , DEPTH VARIES, SEE DRAINAGE PLAN 0 ' ~ GEOTEXTILE FABRIC: SEE SPECS --~-r- .. z t3 ~ -0.. er:: LlJ <( LlJ > en DRAIN ROCK: FREE DRAINING --~+----- COARSE STONE, SEE SPECS 3 S n. Grass Section nts SYNTHETIC GRASS: SEE COMPACTEDS I II I I I FENCE CURB: SEE ®-----++----,--,-- 48" -Method B • 5'-0" NAILER: FASTENED TO CONG , SEE SPECS f4\1---=--S"+y_._.n=th~e=ti=c~G=r-=a=s=-s ~S~e~c=tio=-n~-_M~e~th_o~d~B ___ _ V nts DMA DiGeronimo Mikula Associates, LLC 5 Apple Hill Road Sturbridge, MA 01566 Ph: (508)347-5184 Fax: (508)347-5911 .. • • .. en LlJ er:: <( > .. . SYNTHETIC GRASS: SEE ffi oR ffi GLUE CARPET AND PAD OVER LID , CUT TO FIT LID NAILER: SEE EB MANHOLE CONSTRUCTION: SEE @ ®1---"-'M=a=n--'----'---H=o=le=------=C-=o~v=-e~r _____ _ nts SYNTHETIC GRASS: SEE ffi OR EB -U O •• o I .. .. • I -----:----4--(1\ w ,~, ~-~·7}1:::::::~-;· ~~-~~~;·~,ti t:i' ~-~-~-]l CO LLECTOR DRAIN TRENCH : SEE O OR 0 • • ' 1 " I ,'• D ; I • :1 , . . E:Q. • E : ""1-----CONCRETE CUT OFF WALL: 12" THICK -0 r-. ,.,.. " 0 LlJ TREN J_..---REBAR: FOUR #4 BARS ----➔" • H: 48" or 24" 18" ,------SYNTHETIC GRASS: SEE ffi oR ffi CONCRETE CURB: BROOM FINISH, TOOL JOINT EVERY 10', FULL DEPTH EXPANSION JOINT EVERY 40'. 1/2% SLOPE AWAY FROM FINES. RADIUS: 5/8" TYP. ON ALL EXPOSED EDGES o0 go O QoOo oO oOon.T) ' 0 0 0 00 0 o'(J)O ~ 0 0 °OpoOo o -11 ,_ -. ---=I INFIELD Fl ES: SEE EB Oo Oo REBAR: ONE #4, CONT l 6" l 1 1 (JJ1-__,,?~ .. o=cr~.~~~e=-t=e._C=u-'--"rb,,____ _____ _ 00 oo O O O O O O 0 Al 00 /;0 0 Q o O o v---'oO 00on.-nO0 0 oo00 0 o'():iO O O o 0 °OpoOo o Oo Oo 0 ,------SYNTHETIC GRASS: SEE ffi OR EB ~-ELASTIC LAYER ON CURB: INFIELD FINES: SEE PLAN , 6" DEPTH -1 TACK OR GLUE CARPET TO CURB ~--CONCRETE CURB: SEE EB 8 Infield Fines Transition 1 "=1 '-0" ---------EXISTING CURB AND CHAIN LINK FENCE SERVICE ACCESS PATHWAY FINES: 6" DEPTH, RECYLED FROM (E) INFIELD FINES ~ FINISH GRADE: VARIES , SEE PLAN 12'-0" ---,-,-Y--- +---+--------+---t---,f----FENCE CURB: SEE ~ • 1-1-l-1cLl:11+':':'-,.i;Wtt-';';' • • ... 4 g)ooQ • :-:-::g~4§+,g ,. tpoi 0 • • • --1'1' ·~~~~_J O 0 - ---~ 4 II -,,,_-,,, -.. _-,,,_-,,,_,1 _ --TT ' -~ I I I I I I I I I I I I I 1 o/g MIN I • T L'°<' LL •' --. ' ' . CD .. z t3 ~ -0.. er:: LlJ <( LlJ > en en . LlJ z er:: ::a <( ' > <O .. z en <C LlJ -' -0.. er:: LlJ <( w > en ~ I I I I I I I I I I I I I 1% MIN . •' I •'.., ,,,-----CHAIN LINK FENCE: SEE CITY STANDARD DETAILS r---FENCE CURB: BROOM FINISH, TOOL JOINT EVERY POST, MID POINT BETWEEN POSTS, AND DIAGNOL AT ALL CORNERS . FULL DEPTH EXPANSION JOINT (AT MID POINT • l"'i::~~m:-an BETWEEN POSTS) EVERY 60' ±. DOWEL EXPANSION JOINTS WITH 12" MIN LENGTH #3 REBAR, SLEEVE ONE SIDE. RADIUS: ¾" TYPICAL ON ALL EXPOSED EDGES. 0 0 Oo 0 SYNTHETIC GRASS: SEE EB OR EB '-----BOTTOM OF CURB I I ,1 • 1' 1 •" ~--CONCRETE FOOTING : 36" DEPTH, SEE •' ~ L j -<'7r--r ' , " CD I .~ .::, ... - --.,. __ -,,. 12" @ 1----=--~-=.~----~.c=~e=-,, ~C~u=rb~------- ,----FINISH GRADE: SERVICE ACCESS PATH, SEE EB FINISHED ---c~ GRADE: GRASS Ill Ill 11 1° =l11=111-1 1=111=11 1= ~11111111111 1111 I"' 111=111 111-111 111-111= aal ll -111 111- 111111 ~I ll Ill SECTION ~---BEND-A-BOARD PLASTIC HEADER BOARD, 2x6, BROWN '----PLASTIC STAKE @ 3' O.C. MAX. USE PLATED DECK SCREWS FOR ATTACHMENT, @2" BELOW TOP OF HOR INSTALLATION TIPS: INSTALL PER MFC RECOMMENDATIONS. USE COARSE WOOD WORKING TOOLS FOR CUTTING AND DRILLING. USE PLATED SCREWS OR RING SHANK NAILS TO JOIN BOARDS. ALLOW FOR THERMAL EXPANSION THE SLIP BY LEAVING GAPS IN JOINTS OR AT THE END OF THE RUN. DO NOT SCREW THRU SLIP JOINT. 1f\1------H=e=a=-de=r-=-b-=-oa=r~d~------~ nts ~ I I ,---;-1 -e------SERVICE ACCESS PATHWAY FINES: i SEE EB : : ----FENCE CURB: SEE ~ "' 1% MIN . 1% DRAIN: ADS AdvanEDGE PIPE, 12" SIZE 4" WASHED PEA GRAVEL --+--'--.<'- @1---"'~~ .. e'..-'-c-~~-~~~e=-...,_A=c=c=e=-ss=---=--P-=a=th--=---=D--=---ra=i'-'----'n-- SYNTHETIC GRASS: SEE PLANS CONC CURB: 3000 psi , ONE #4 CONT, CENTERED (E) CONC CURB: "STEP UP" ALONG BULL PEN FENCE . . . . . '. •• ___._.-~,----->-jt---"-il------l TOP OF (E) CONC CURB: FLUSH CURB ALONG INFIELD, VERIFY EXACT ELEVATIONS IN FIELD ~-GLUE TURF TO CONG CURB AND RAM SET, SIM SPACING AS NAILER SPACING "AS BUILT " RCE __ _ EXP . ___ _ REVIE'w'ED BY , INSPECTOR DA TE I 0-:l5-<X e DATE COMPACTED SUBGRADE SYNTHETIC GRASS: SEE EB OR ffi -~ 1----+---t------------t---t----t----r----i I SH?EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 11 ~='....'::::::========:::::::::::=======----==~ Bellinger Foster Steinmetz 299 Cannery Row Monterey, CA 93940 Landscape Architecture PH 831 .646.1383 FX 831.373.8653 EM go@bfsla.com Project #: 04.054 Date: March 11, 2005 DATE INITIAL ENGINEER OF WORK REVISION DESCR IPTION STAGECOACH PARK SYNTHETIC TURF FIELD L-7 CONSTRUCTION DETAILS APPRQVED _j.LOYD HUBBS B'/1 lJ,./ ,,,._ ,tc.f •J •tr GA, '. 1•· /ft a/4..yo, --.,UBLIC WORKS DIRECTOR PE 23889 EXPIRES 12 31 05 DA TE DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: ---39431 DWG 424-6L RVWD BY: 037.309 co LO ~ <!_ 0 ....J L!J LL [l'. L!J (.) (.) 0 Cf) LL 0 f- ~ ....J !1l 0 ....J L!J LL [l'. L!J (.) (.) 0 Cf) LL 0 f- ~ ....J 18' 36' 18' 36' R55' 54' 0 I "' LIMIT OF SOCCER FIELD A 306' --SOCCER PENAL TY MARK: 4"x4' R30' "' R30' C") FIELD A l FO~TBAL: LAYOUT S;E 1 9" DIA SOLID CIRCLE AT CENTER OF FIEL.D ALL SOCCER STRIPING: 4" WIDE, YELLOW, SEE SPECS L-9 SOCCER CORNER KICK LINE : 36" RADIUS, TYP. 54' o , "' LIMIT OF SOCCER FIELD B 287' --SOCCE PENAL TY MARK:4' 4' R30' "' R30' C") ~ FIELD B ALL SOCCER STRIPING: 4" WIDE, YELLOW, SEE SPECS 9" DIA SOLID CIRCLE AT CENTER OF FIELD SOCCER CORNER KICK LINE: 6" RADIUS, TYP. (D1---=S=o=c -=-ce=r_,F-=-i-=-el=-=d'-=L=ac.J-y-=o =ut=s ________ _ 1 "=30'-0" co st a RB' ,r 15' f ~ -65' TYP, 60' TYP . ,P . ·. ,,f ··· . ,·· ·-;-·. -: ... [ 1 ,,--t-PITCHER PL1TES,: SEEEB /! -• ;, , I •@ .x---------i-lNFIELD TRANSll'ION: SEE L-? .s, IN~!ELD TRA~SITION: SEE @ <'l . 0, . HO~E PLATE LAYOUT: SEE EB • DROP DEAD LINE: S E EB J;Ok,CHE:S sbx: 2 ½" WIDE, WHITE STRIPED f2'\1---=-S ,=;.;oft-=-=:b:.=a-=-=--II _:_:_I n:..:...:_fi e=-::1=-d -=La=-yJ..-"'o=-ut~(.-=--T~yp.,._._. ),___ ____ _ 0 1 "=20'-0" DMA DiGeronimo Mikula Associates , LLC 5 Apple Hill Road Sturbridge, MA 01566 Ph: (508)347-5184 Fax: (508)347-5911 I I ' BASE STRIPE: 2 ½" WIDE, WHITE, TYP. ~-BASE: EE SPECS !0_. ;::,,::: <1! • .-\ "' -0 ~ 11/2' ,YP. .-\ "' -0 .-\ "' -~ BASE: SEE SPECS ~ BASE LINE : FOR REFERENCE ONLY , NOT TO BE STRIPED \__BASELINE: FOR REFERENCE ONLY, NOT TO BE STRIPED --BASE STRIPE: 2 ½" WIDE, WHITE, TYP. 5' FOUL BAL L LINE: SEE EB 5' First and Third Bases Second Bases 0 ~B~a~se~S~tr_._...i p=i n=g,__.L=a'"--J-y-=o=u t~(\--"-T---J-y,.._.p .'-I-) __ ~ 1/4"=1'-0" ~-DROP DEAD LINE: WHITE, DOWN THIRD BASE LINE, TYP. ~1--~D~ro'-""pcc-=D-ec.=ac.=d -=L"-'-i n=--=e----+(T__,____y,_..,p'-"-/. )'----~ v 1I4"=1'-o" \ ~-FOUL BALL LINE: 2 ½" WIDE SOLID, WHITE. SEE SPECS ,,,--INFIELD FINES: SEE W 'C87 ~-HOME PLATE : SEE EB FOUL BALL LINE: 2 ½" WIDE SOLID , WHITE. SEE SPECS r-j'\1-------'--'-1 n=te=n--=t=i o__,_,_n=a l~ly._.L=e.._._ft.._.B=-l=a._._.n k._.__ __ _ v nts 17" • ~ CX) ,----------7 I I I I I I I I ,_.-1 0 I I I I I I I I I L_ ------_ _J ALIGN ALL BASE ANCHORS TO BE SQUARE TO FIELD AND BASE LINES , AS SHOWN ON PLANS . ~-HOME PLATE: SEE SPECS CONG FOOTING/GROUND ANCHOR PLUG PLAN -----GROUND ANCHOR PLUG ----HOME PLATE: SEE SPECS ~ =.,,.~➔~,-----d------7''----._---+,.~,....,,... INFIELD FINES: SEE @ C C SECTION L 10" SQR. L 1 1 ®1--~H=o__,_,_m=e~P~l=a=te'---------- nts INFIELD TRANSITION: SEE @ ®1--~Hc..=o~m=e--=--"P~la~t~e---=L=aCJ.--yo=...,u=--=-t -+(T--'---.y,_..,pc...:..i. )L--_ 1/4"=1'-0" ~-SOCCER STRIPING: 4" WIDE __/'- YELLOW, SEE SPECS 6 SOFTBALL LINES TO TAKE PRECEDENCE, TYP. Softball I Soccer Stri 1/4"=1'-0" Bellinger Foster Steinmetz 299 Cannery Row Monterey, CA 93940 Landscape Architecture PH 831 .646.1383 FX 831 .373.8653 EM go@bfsla.com Project #: 04.054 Date: March 11 , 2005 SOFTBALL FOUL BALL LINE: SEE EB ~DSCAPf 6" 4 4 WAY PITCHER'S RUBBER: --6" x 24" LONG , SEE SPECS INFIELD FINES: SEE@ .,.,._-,..-,,,.,-,-,-_,._,.+~---.-,L~c,--,L~~~ ·,. -·" .. --_-, .. · . 1o •••••c•• . ·-,. -'. :· .. -. ... ®,-__,_P-,,.:-:it=c.,__,h=e,....,,rs"--'R=----=-=u=b=be=r'-------- nts RCE __ _ 04054_07-Oetails.dwg "AS BUILT" EXP. ___ _ DATE REVIE\./ED BY, INSPECTOR I 0-.lS-Olp DATE I SH8EE T I CITY OF CARLSBAD I SHEETS I ~====1====:============================~~====~===j====~===~ ENGINEERING DEPARTMENT 11 STAGECOACH PARK SYNTHETIC TURF FIELD L-8 CONSTRUCTION DETAILS APPROVED JtOYD HUBBS ,J. l-----+--+--------------__J-----L-----1--_J_-_J IY~ ,DJ~-At..6 ,1111a, if"-' l•lo•f• 2-fa."Lef 1'111 PUBLIC WORKS DIRECTOR PE 23889 EXPIRES 12 31 05 DA TE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INI TI AL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PRO JE CT NO. I DRA WING NO. ~~~g ~~· --39431 . DWG 424-6L 032 309 <( 0 _J lJ.J lJ... _J _J <( (Xl f-0 0 lJ... lJ... 0 f- ::;; _J (Xl 0 _J lJ.J lJ... _J _J <( (Xl f-0 0 lJ... lJ... 0 f- ::;; _J t- i !::... J LIMIT OF FOOTBALL FIELD A 254' r--T 21' 106' 106' ~FOOTBALL MARKINGS: 4"x4" SQR., / 1TYP. 32 TOTAL EACH FIELD FIELD A I ( ' "--~SOCCER LAYOUT: SEE @ ---~ / 17'-8" ALL FOOTBALL MARKINGS: k TYP. , 1 1 DARK BLUE, SEE SPECS _L r LIMIT OF FOOTBALL FIELD B 234' l 21· l I 1 1 1 96' 96' 7 21' J ,,-----; FOOTBALL MARKINGS: 4"x4" SQR., TYP. 32 TOTAL EACH FIELD FIELD B ) 1/ I 16' , TYP., 1 1 I I I / ----1---~SOCCER LAYOUT: SEE 1-c-'-'H ALL FOOTBALL MARKINGS: DARK BLUE, SEE SPECS ~--------CHAIN LINK FENCE POST: END POST SIZE, SEE --------SLIDING GATE WHEEL GATE PIPE SUPPORT: SCH. 40 GALV. PIPE, SIZE WHEEL TO FIT 21' '---------GALV. CHANNEL: WELD OR BOLT THRU PIPE, 5/8" DIA. b ' io -.. ... . ... ~--SLIDING GATE EXTENSION: SEE ffi ~-WHEELS AT OPENING END OF GATE, HARD RUBBER FINISH SURFACE, SEE PLANS . .... .. . .. <D .:•. • .-. · .• I'-='-+---CONCRETE WHEEL RUNNER: SMOOTH FINISH , ONE #6 REBAR, CONT. l 12" l 1 1 f2\~S~lid~inc....c..,ga,...-=G~at~e~S~e~c~tio~n~--~ ~ nts OMA 1 ----CONCRETE WHEEL RUNNER ~--SECURE GATE W/ LOCKABLE DROP FORK LATCH ~---CHAINLINK SLIDING GATE: GATE FRAMING, MESH AND LATCH SIMILAR TO ------SYNTHETIC GRASS: SEE @ oR @ --FENCE CURB: SEE® --SLIDING GATE EXTENSION: MATCH PIPE FRAMEWORK OF GATE 2.875" OD GALV STEEL POST W/ POST CAP CHAIN LINK FENCE: SEE -----FOUL POLE: SEE SPECS FINISH SURFACE I'? CONCRETE RUNNER 8" ~--GATE PIPE AND SUPPORT: SEE BELOW 12'-0" / PLAN +----~~---+-USE END OR GATE POSTS FOR GATE PIPE AND SUPPORT FRAMING I <l 4.. j GATE PIPE AND CHANNEL SUPPORT 24" CONNECTION, SEE ffi J I I ' • I NOTE: PROVIDE SHOP DRAWINGS FOR REVIEW BY ENGINEER PRIOR TO FABRICATION. I I ✓ < 5'0C 5' oc , INSIDE ELEVATION SLIDING GATE EXTENSION -~ F, 1325 CAST IRON MARKED: LIMITS OF CONCRETE WHEEL RUNNER: SEE ffi f3\c--S,--lid_i_ng ___ G_a_te ______ _ \.::_,) nts I ~ ~ w --·---::c: 1/) f PLAN SECTION 8-8 · ,___ s·--. CITY OF CARLSBAD STORM DRAIN • / SHELF SLOPE 1" PER FOOT '--i,'JlO" B SEE DETAIL "A'' CLASSCTYPE FIELD MORTAR 2:1 MASON~Y SANDI PLASTIC CEMENT DETAIL "A" f4\f------'--'M--'--=a=n=h_,__,,o~le~C~o~n=s=tr=u~ct=io~n~---v nts HENRY'S BUTYL-NEK SEALANT ROPE .,--+-SIMILAR TO 6' CHAINLINK FENCE GENERAL INFORMATIONS: ., ·1 I .,, .. " <',LJ ~· : I t -I j Ml_.:1•'1 ~I ---. _., • . '. I • I : I I '. I 1 I ~ I ' 1 I • 18" 1. MANUFACTURING PROCESS SHALL MEET THE APPLICABLE REQUIREMENTS OF ASlM C-478 ANO AASHTO M-199 STANDARDS. MANHOLE WIU BE DESIGNED FOR H20 LOADING. • · 2. STEEL REINFORCING FOR PRECAST UNITS SHALL BE MINIMUM .250 DIA. COLD DRAYM STEEL WIRE (ASlM A-82), WOUND SPIRALLY TO MEET lHE AREA REQUIREMENTS Of ASTM C-478/AASHlO M-199. 3. ALL CONCRETE USED IN THE MANUfACnJRE Of PRECAST UNITS CONTAINS TYPE 11/V PORTLAND CEMENT CONFORMING TO ASlM C-150. CONCRETE fOR PRECAST UNITS SHALL BE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE fOR CAST IN PLACE BASE SHALL BE MINIMUM 3250 PSI IN 28 DAYS. 4. CAST IRON RING AND COVER SHALL BE PER ASlM A-48 CLASS 358, AND FEDERAL SPEC. RRF-621. 5. JOINT SE"LANT FOR PRECAST UNITS SHALL BE HENRY'S BUTYL-NEK SEALANT ROPE TO CRE"TE W" TERTIGHT JOINTS. 6. VERTICAL WALL OF CONE SHALL BE ON THE UPSTREAM SIDE Of ti.iANHOLE 04054_07-Details.dwg "AS BUILT" RCE __ _ REVIEl-'ED BY, INSPECTOR EXP. ___ _ DATE IO -ol.5-0 Y DATE I SH9EET I CITY OF CARLSBAD I SHEETS I 1----+--+------------------l----+----+---+-------'I ENGINEERING DEPARTMENT 11 1----+--+------------------t----+----+---+-------'I STAGECOACH PARK SYNTHETIC TURF FIELD L-9 CONSTRUCTION DETAILS DiGeronimo Mikula Associates, LLC 5 Apple Hill Road Bellinger Foster Steinmetz Landscape Architecture APPR (WEQ y OYD HUBBS n~ a.,,r ,,,__ ,.u .,,.,., ,,,,,, ,.,..,. uul•• 1----+--+------------------t----+----t---+-------'I UBLIC WORKS DIRECTOR PE 23889EXPIRES12 31 ~ATE Sturbridge, MA 01566 Ph: (508)347-51 84 Fax: (508)347-5911 299 Cannery Row Monterey, CA 93940 PH831 .646.1383 FX831.373.8653 EMgo@bfsla.com Project#: 04 .054 Date: March 11 , 2005 1----+--+------------------l----+----t---+-------'I DATE INITI AL ENGINEER OF WORK REVIS ION DESCRIPTION DA TE INITlAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. I DRAWING NO. CHKD BY: --39431 DWG 424-6L RVWD BY: 032309 , \ \ SCALE: 1 "= 30'-0" 30 0 30 60 • , NEXT TO EXISTING VALVES • • I , , I • • 1½" [}D ~ ® -1 " ~"SLEE 13 -J 1½" 14.6 r V ~ ~ DMA DiGeronimo Mikula Associates, LLC 5 Apple Hill Road Sturbridge, MA 01566 Ph: (508)347-5184 Fax: (508)347-5911 14 1½" 30.3 15 ----~ ~ \ ----'I'll'-~ ~ ~ /' -14 F>-1.-y'.. ~ ' I:.~,-,-,_/ HJ .n \ / -- Q) , ,/-:? 0 , /1/" ,/7/ ·v-(/· Bellinger Foster Steinmetz 299 Cannery Row Monterey, CA 93940 Landscape Architecture PH 831 .646.1383 FX 831.373.8653 EM go@bfsla.com Project#: 04.054 Date: March 11 , 2005 4 , +: / «~~\; • , ,,\S // -c?·" 1/ :W"" ::1/ ~ Legend: ----.. .-----Existing Irrigation Lateral Line and (assumed) Heads ---------Existing Irrigation Main Lines: 3" UON 0 Existing Irrigation Valves (Assumed Location) Existing Irrigation Valves (surveyed) --- --E--- ---Cut and Cap existing Irrigation Main Lines : ___ _,_ ____ Cut and Cap existing Irrigation Lateral Lines: ~ New/Relocated Irrigation Remote Control Valve: See@ - - - - - --New Mainline: Class 315, 24" depth, 3" New Lateral Line: Sch. 40, 18" depth, size as shown = = = = = = =6"Sleeve New Quick Coupler: See @ New Ball Valve: See~ Pull Box Notes: ;.'\ New rectangular irrigation wire splice box, cover with turf sim ~ to manhole. ® New irrigation wire splice box. r,;\ Install traffic rated concrete boxes over valves in service drive, \::!../ Install Christy B1017 with steel cover or apporved equal. © Sod patch all trenches and peripheral damage to natural grass from all construction. ® Install new laterals into existing valve. @ Install new quick coupler into existing mainline, see @ (f) Install new ball valve into existing mainline, see @ ® Remove, Salvage and Return existing abandoned irrigation remote control valves to owner. X -+---Valve Station: Verify station number at controller with Park Maintenance. 1½" 0.0 L:i,_l_J--~-GPM '---Valve Size Sprinkler Head Legend: 04054 10-lrr.dw "AS BUILT " Symbol L1 I!] HJ i:,. $ Manufacturer Descri~tion PSI GPM Hunter I-40-ADS-43 50 13 .5 Hunter I-25-ADS-10 50 10 .1 Hunter I-25-ADS-4 50 4.3 Hunter I-20-ADS-6.0 50 5.5 Hunter I-20-ADS-1 .0 50 1.2 RAD 56' 51' 41' RC E __ _ 43' REVIEVED BY , 31' INSPECTOR EXP, ___ _ DA TE Io· ;;i. s-oui DATE i5HEETl CITY OF CARLSBAD I SHEE TS I l----+---+----------------+-----1---1----1----1 LJ.Q__j ENGINEERING DEPARTMEN T 11 ~=='-======================-'=== STAGECOACH PARK SYNTHETIC TURF FIELD DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVIS ION DESCR IPTION OTHER APPROVAL CITY APPROVAL L-10 IRRIGATION PLAN APPRQVE!i) _,LOYD HUBBS .l 9':f4Jff/..-Af.4 JJOI' .,_, l•IO•,. 1/L~~, ,,..._ PUBLIC WORKS DIRECTOR PE 23889 EXPIRES 12 31 05 DA TE OWN BY: PROJECT NO. I DRAWING NO. CHKD BY: ---39431 DWG 424-6L RVWD BY: 032309 G) ® ® ® @ 10• IOUIID CAISON YALV! IOI 1'IT1t PUIIPLE UD FIIISHSI.-\DE QUICK COUPUN& YALV! l'lf55Ca SUPPLY UIII m. S11&1 l!lL (J ll'Eqlll!D} NOTES: CD 211 MIN. @ @ (j) ® ® @ PVC SCH 40 R1 Oil TU PVC SCH. a, IIF PU PUaAYB.t•D&TM PVC SCH. 80 lllflftl Jt' NII. LIIGMT #4 mAI STABILIZER ATTACH WITH TWO STAINLESS STEa BANDS A. USE NELSON #7645 -1" ACME, INSTALL WHERE SHOWN WITHIN 10" ROUND VALVE BOX. B. USE TRAFFIC RATED BOXES. f1\1----_.,,.Q=u=ic=k-'--C=o=upl'C-'l'-'-'-i n~g1-V..c....:a=lc..c...ve=----------v nts . . ': .. ·'. ~--.. ·-. . .. -· ©- CD II.OCl!1) 1llllE UNION uu. YALV! @ YALVE IOI WITH UD COLORED PUIIPLE POR RECTWD WATER- SEE IRRIGATION SPECS, fflllSH GRADE SLW IND CONNECTOIIS SUPPLIED lffl1I VALVE fi" M MAIIII.Jfll-Sii llllHATIOI \V SPECS . FOR PIPI: DErin @ PU 'IIAYll.i t• Dffl'II "I' 4• lfflMI! IIIKll SUf PCM, \!.,I ONE PLACED AT EACH C:OCIEi NOTE: 1. YALYE SHALi. HAYI A filflfMUN OF 4• a.EAIWICE FIION THE BOTTOM OF THE VALVE IOIUD, AND Z" NNNUN FROM THE BOTTON OF VALVE AND TOP Of GRAVELSUJ MP . NOTES: A. WILKINS 850 , LINE SIZE IN VALVE BOX. B. USE TRAFFIC RATED BOXES . 0 1----~B=a'..'..!.ll_,V'--"a"-'-lv,,_,,e:c__ ___________ _ \::._) nts . . .. -. -. ·-. -. : ... ' . . . . -. ... --. > . • '.. •' ·-· . ·.:: . ) • • .•. , ' =~ . . ' -. ,--.,, -~-. ,.. ., ,.. . . -_·,.,. . ,,. . • .. ' •. . ·. . -. -. . •. . -· ··~·-.. ··•. . -.. . . ··. . -:· ··. --. . . • • • • • • ' i ' Z"N■ PINtSNIIIADI LATERAL u• (11 Sl.l!V!) PMSSUII SUPPLY La (IN SL!ffl!) \.ON I ltOL WIIIIS (■ COIN I J Ucmu. (5ft SPECIFICATIOIS) , ... c.ova IJNDBI YEHICLI ACCISS ••• , SCH. IO SllEYI 11" c.ova UNDER l'EDESTRWI PATH ., SOI 40 SLEEVE *ALL Sl&Vl!S TO 81! TWICE DIANEI& OF PIP! (PEI SPECIFICATIONS) NOTE: A. USE SCHEDULE 80, 4" SLEEVE. B. ONLY SLEEVE UNDER TRAFFIC CROSSED AREAS . ®1------"'s=,e=e,,,_v,_,_in,__,,g;J--____________ _ nts CD •CTAICULAI fll.ASTIC VALY! IOI W/ LOCIING IOLT LID, PURPLE IN COLOR FOR RECLAIMED WATER @ (j) @ PEA RAYII., t" DEF I ii PIISSUKE SWPl.f lM SCH.MUNION El.ECTllh. iliMOfE \vNIKOL VALY! FINISH ,IADf nc LATEIAL LIIII ,.. PY< SCH. 40 90 DESIII! Ill (SIT) NOTE : A. MODEL DIG 150 S-100, SIZE PER PLAN. B. USE TRAFFIC RATED BOXES. ® @ SCII. IO PY( MALI ADAPTl!I sat ao lllffll (TTP) t• MIN. (j) fllllSH 'IADI ~ LATEIIAL l.1111 @ Pll!SSUltl! .... , 1M NOTE: @ COIi hO .. 11115 (!) IACKFIU. (SR SPEOFKATIOIS) A. MAINLINE PIPES USE CLASS 315. 04054 011 Irr Details "AS BUILT" RCE __ REVIE\JED BY: INSPECTOR EXP, __ _ DATE Io-.is-ot., DATE f21_____,_R=e=m'-'-'o=t=e___,C=o..._.n_._.t.._,ro ____ l___,V ____ a=lv~e-=------------o nts f4\f---"-T-"--'re=n_:_::c=-=--h:_.:i..:....:.n-=L=a=n=d-=-sc=a=--p~e~--------v nts ~ CITY OF CARLSBAD I SHEETS I 1----+---+--------------+---+---+--t----t l___:!__!j ENGINEERING DEPARTMENT 11 1---+---+--------------t-----t----t--i-----. STAGECOACH PARK SYNTHETIC TURF FIELD DMA DiGeronimo Mikula Associates, LLC Bellinger FoS t er Steinmetz l----+---+-------------+---+--+--t-----1 ,,;Ri,-,1~y~~~~~oa1 'E>I" , • .,..,. 1/as/o, 5 Apple Hill Road Land scape A re h itecture ,-< PUBLIC WORKS DIRECTOR PE 23889 EXPIRES 12 31 05 DA TE Sturbridge. MA 01566 299 Cannery Row DWN BY: __ PROJECT NO. I DRAWING NO. Ph: (508)347-5184 Monterey, CA 93940 DATE INITIAL I--DA_TE~_IN_ITI_AL-+-D_A_TE~I_NIT_IA--1L CHKD BY: __ 39431 DWG 424_6L Fax: (508)347-5911 __________ __PPCC(H 8i:'3:.'1.6411:_6Cl4.1~3854.3 -FX-8-31-.37-3._ll-86,t<53".'EM~go@~b'1,fs~la .~co;__m __________________ _LEN:GIN:.'.:EE~R...'.'.O:...F _:wo:RKL ____ RE:::_v __ 1s __ 1 o __ N--=-D-=-ES.:...C_R_I P_T_1o_N ___ J.'.'.:0TH_:E::_R _:AP::::PR::::_OV:_:AL:....1....::_Cl~TY....:_A:::_:PP:_:::RO::..:V::AL..l..:R=V=W=D =B=Y:~~=-=============~======:::'..J _ Project #: 04.054 Date: March 11, 2005 L-11 IRRIGATION DETAILS 032 309