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Home My WebLink AboutDWG 410-8A; CUP 02-23; LARWIN PARK; T1-S4.2/ / I / / / / NORiHERI.V I SITE·---- >-I 1---; 1---t ,. L_.J:::;;f;;;:-'--:_-:=.::~-----,, Rlw' LOCATION MAP SCALE: NTS •ucLQATION or RESPONSIBLE CHARGE" I H£RO!IY ~ THAT I AU THE ENG/NFER OF' WORK FDR THIS PROJEr:T. THAT I H4V£ EXERC/SW RESPONSIBI.E CHARG£ OVER THE OE:S/GN OF THE PROJECT AS DEFINED IN SECTION 610:S OF' THE BUSINFISS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTTiNT WITH CURROIT ST'ANIMRDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFTCATIONS BY THE 0/1Y OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RE.'SPONS/8//JTIES FOR PROJECT DES/ON, F1RAI: GYP CONSULTANTS -- CONSTRUCTION PLANS FOR (Formerly Larwin Community Park) 2685 VANCOUVER STREET, CARLSBAD, CA 92008 CITY PROJECT NO. 38561-A CITY OF CARLSBAD CARLSBAD, CALIFORNIA Aprll 2, 2004 CITY COUNCIL CLAUDE A. "BUD" LEWIS-MAYOR RAMONA r!NNILA-MAYOR PRO TEM MATT HALL ANN J, KULCHIN MARK PACKARD RAYMOND R, PATCHETT-CITY MANAGER KEN PRICE-RECREATION DIRECTOR &HEETINDEX BHEl!I NO, SHEET TITLI! SHEET NO, SHl!!ETTIM T1 CIVIL C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-B Title Sheet Index Sheet Notea and Details Grading Plan Grading Plan Grading Plan Storm Drain Relocation Erosion Control Notes Erosion Control P!an SITE IMPROVEMENTS C-B Stte lmr,rovementa C-10 Improvement Layoul Fltn C-11 Improvement Layout Plan C-12 Play Area Enlargement C-13 Construction Details LANDSCAPE PLANS L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 lrrlgatlon & Reclaimed Water Notes , , Irrigation Layout I Legend lrrlgatlon Layout Irrigation Detail• ln1gation Details , Planting Plan I Legend Planllng Plan Landscape Oetallt ARCHITECTURAL A0.1 Site Plan A1,0 Floor Plan & Rofloolod Celling Plan A2,0 Roof Plan, Elevations and Sections A3,0 Interior Elevations & Sohedules A4.0 Details A5.0 Details A6.0 Details STRUCTURAL S0.1 General Note• S0.2 Generel Notes S1 .1 Typical Concrete Detail• S1 .2 Typical Relnf. & Anohorege Details S1 .3 Typical Masonry Details S1 ,4 Typical Wood Details S2, 1 Foundation & Roof Framing Plans S3.1 Foundation Details S4.1 Roof Framing Details 54.2 Roof Framing Details MECHANICAL MP-1 Sehadules, Notes & Det1i11 MP-2 Mechanical Plan, Domestic Water, DWV MP-3 Plumolng Details and Isometric• ELECTRICAL E1 Symbol Ll•t and Light Fixture E2 ElectMcal Sile Plan E3 Building Plans E4 Elactr1osl Details E:5 E!actrlcal Details SITE "AS BUILT" PLANNING DEPABTIIINT APPROVAL DATE ----... -1101-"(iDl'iii'~FJlr, _PU_II_IIIII __ 11111Aii£C~-lrllliM DAT'IJ / / • N OLIVER ST. ___....-,..CARLSBAD VILLAGE DR. TAMARAK AV. CITY OF ENCINITAS VICINITY MAP SCALE: NTS LAR'WIN COMMUNITY PARK PROJECT DESCRIPTION lARWIN PARK DEVELOPME:NT CONSISTS OF A PUBLIC RESTROOM FACIL/7Y, (945 sf) PARKING LOT. (16 SPACES) TOT LOTS, (2) PAVED WALKING PATHS , PICNIC AREAS, PAVF:D WALKING PATHS, DG TRAIL(8Y OTHF:RS) AND LANDSCAPING. PROJECT ALSO INCLUDES AN F:XPANSION OF A GRAVEL PARKING LOT (11 ADDITIONAL SPAC/:S) AND LANDSCAPING AT THE DOG PARK. OWNER CITY OF CARLSBAD RECREATION DEPARTMENT 1200 CARLSBAD VILLAGE: Of/. CARLSBAD, CA 92008 CONTACT: LIZ KETABIAN, PARK PLANNf:R 760.434,2978 i PRQIECT LBGAL DEBCRIPTIQN LOT 611, CARtSrW> 1RACT 14-IH. PER MN' 7HEIW" HO. f0f24 FIi.LED IH THE OFFICE OF' TH£ COUNTY IIE'CMDER ON JJNE 26, 11181, Al.SO f'C/R1IONS OF' LOT • ,I' IN RANCHO AGUA H£DIONOA, PER PAR11110N MAI' THEREOF' NO. ~ Fil.ED IN TH£ OFFICE OF' THE: COUNTY R£CORl1£R ell NOIIEUBEII 26. IIJ8fl AS FILE NO. 110813: ALI. IN 1HE CITY OF CARt.SIWl OOJNTV OF" SAN DIEGO. STA 1l" OF' CAUFVRNIA. COMm 1111.E CCMPAtlY ORDERS 6210582..20 -6210606,.20 APN 167-090-ofl, ff. ,fll, ,f9 f67-#f-J7 CAUFORNOIA C0<1ROINA 'II! INOEl/ N2008 £8.2J.f PROJECT LOCATION APN 187-000-41, ,U, 48, 49 111'1-#t-J1 CN.JFORNOIA COORO/NA 1£ INDEX NaooB £62:U LARWIN PARK -PROJECT DIRECTORY CITY OF CARLSBAD Mark Steyaert, Park Development Manager City of Carlsbad Recreation Dept. 1200 Carlsbad VIiiage Dr. Carlsbad, CA 92000 Phone: (760) 434-2856 Fax: (760) 720-6917 ms1oy@el,carlsbad,ca.ua Liz Ketablan, Park Planner (Project Mgr,I City of Carlsbad Recreation Dept. 1200 Carlsbad VIiiage Dr. Carlsbad, CA 92008 Phone: (760) 434-2978 Fax: (760) 720-6917 IKeta@cl,carlsbad.oe.us Elaine Blackburn, Senior Planner City of Carlsbad Planning Dept. 1635 Faraday Avenue Carlsbad, CA 92008 Phone: (760) 602-4621 Fax: (760) 602-8559 eblac@cl,osrlsbad,ca,us David Rick, A11lstant Engineer City of Carlsbad-Public Works-Engineering Development Services Division 1835 Faraday Avenue Carlsbad, CA 92008 Phone: (760)-602-8562 Fax: (760)-602-2781 drlok@cl.oerlsbad.ca.us Jerry Ro<lrlguez, Publlc Works Suporv!Gor Public Works-Park Maintenance 1166 Carlsbad Vilage Dr. Carlsbad, CA 92008 Phone: (760) 434-2857 Fax: (780) 434-2824 Jrodr@cl.carlsbad.cm.ua Connie Beardsley, Arts Otnce 1200 Carlsbad Villega Dr. Carlsbad, CA s2008 Phone: 858-459-6075 gmbcsb@sprlnlmail.com CONSULTANTS Pt!, D ENVIAONM!NTAL 8854 Rio San Diego Dr., Su Ito 91 O San Diego, Cal~omla 92108 Contact: Betty Dehaney Phone: (619) 291-1475 Fax: (619) 291-1476 bdehoney@aol.com NTDSTICHLER 9656 Granite Ridge D~v•, Suite 400 San Diego, CA 92123 Contact: Norm Luker or Rich Nowicki Phone: (858) 565-4440 Fax: (868) 569-3433 mnawlckl@ntdsllchlar.can GVP Consultant& 3764 Cavem Pl. Carlsbad CA 92008-8585 Contact: Glen Van Peak! Phone: (760) 720-0600 Fax: (760) 720-2282 gvanp@cl.osrlabad.oe.us Tooting Engineers-San Diego, Inc, 7895 Convoy Ct., Suite, 18 San Diego, CA 92111 Contact Chad Davis P.11. Phone: (858) 715-5800 Fax: (858) 715 5810 Cell: (619) 247-5461 ealdrlch@tesd.com ARTIST• PUBLIC AR! Sylvia Tidwell 2401 S. Sante Fe Ave. #204 Los Angeles, CA 90058 Phone: (323) 585-3334 srtldwell@earthllnk.net SDG&E San Diego Gae & Electric Micha•! J. Williams, Land Management Representattve 8335 Century Park Ct. CPI! D • Sulto 100 San Diego CA 92123 Phone: (858) 654-1201 Fax: (856) 654-0286 ADDRESS: :S76f CAVERN PL, CITY, ST.: Q1RLSl4P, Q1 92QOB TELEPHONE: f160)720-0ISOO ENGINEER OF' WORK RCE ----EXP. ---- REVIEWED BY: isHm7 CITY OF CARLSBAD fsi'.iml lt-----t---1----------------t---+--t---+---1 :=LI'lJ:::::::::1:::::::!.!::==RE=C:::R:::::EA=T:::IO:::N:::::::DE:::::P=A:::R=TM:::::E:::N:::T===-=LILJ:::::::.::::; w._,.,.,,,.,.,,...,.,,.,.,.,,,,,,.,,""""-------~m--------GLEN K. VAN PESK/ P.E. NO.: RC[ f'IQf· EXPIRATION /M'/E': _.:s/._J'.,.tA-=D:.,.7 ______ _ GVP CONSULTANTS PH (760)720-0500 3764 CAVERN PL. FX (760)720-2282 CARLSBAD, CA 920:;;;o.,s'==-"' ....... 0. 4/120/4 , 3 31 BENCH MARK: DESCRIP110N: 70P OF S7D. BRASS DISC IN CENTERLINE MEI.I. IIONUMENT LOCA110N1 $TA. 16'+11.115 £.0.1 a CAIi/NO RE'AL R£CORD F'ROII: SAN Olmo COUNTY E"NGINEER LINE NO. 20, BOCK oor PAGI! 14 DA 1IIMI 11,S.f.. lll!COIIDl'«D BY1----,,(hiii,111111ff'""iiiil)""":----- IMPORTANT NOTICE SEC1NJN 4116/4111 OF THE GOVEJINIIEKr CODE R£QUIRES A lJleAtERT IDENTIFICATION NI.IIIBER BE ISSUED BEFrJRf: A PERMIT 1t1 EXC4Wl11l" IWLL El£ WI/JD. FDR l'tltlR D/t1ALlRT £0. NINB£R OW. UNOERGROIJND SEIMC£ ALERr An TOLL FREE 1-800-422-4133 1IIO WOfN((N(J ~ts l1EFORE )\')I/ DKJ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LARWIN PARK TITLE SHEET CUP 02-23 ' ---,__P_AT_E~_IN_l1l_A_L_,__D_AT_E __ 1N_l1l_A_L_, CHKD BY: __ _ OTHER APPROVAL CITY APPROVAL RVWD BY: ' ' HDP 20-11 CITY PROJECT NO. DRAWING NO, 38561-A 410-BA I I I I I l I .. I .. , ' I . .. ' : ' -7 I I. 7 i • 0 ' -I I . • i -0 IX I .. . 1'-9" • . • ,.10· 0 I 1 . 1-- : . .. \·/ -I- i I l i I/\ 9 I "' ' : : , • --I I "' I ! ---·--· -.. _ _, __ -··-· - 6'-4 1/4" ' =-•~ I I I (TYP.) I PFX-2 \ I I I I r j . ENTRY I A100 I .. ~. .. .,. ' " I I 1)-< 16.10 v @) "'"'. / TYP. , .... • 00 -I "' , I . !- -... -WOMEN'S . I A101 I ... -VARIES 0 • ... I ~ '° - I .. -.. -' -. ·-. . -. . -··· ---·--·-·--·----· \· . T -. .. -. " .· -. . .· r .. .. --" ◊ · "· l I UTILITY • I A103 I 0 ~ I, .. 1:J I- . .... : • ,~ 0 I -1--'--- .. b ' ~ ~ -·-/, . ' ~ / a.:.,' f.lEN'S .... I/ \:, I A102 I I. '° VARIES -• b -..... -L... ~- I -· ··-· '" .. -.. . -· -· -.. ---· . ---·-. ----· ----. 2'-4"' ~ ~ I I I PFx-· I (TYP.) /\ I I . I I/ -I I I I I 3'-8' I . I I -J STORAGE l 0 . I A104 j -I I . . . VARIES , . [X -, I I . I 1'-9" I ., I JO' 3'-8" I\ !. ~\ -..J • . .ELECTRIC~ \ IA105I I VARIES J. I I I I ' I -I ~ I N I I I· /e/;,/ ,,,·. I -----.. -..... -· .... ·--.. - ' I I .. -----------.. . . ------· ------·- -6'-4 1/4" 0 I I I I .. ,···· .. \ I •L ' L \, L ' . - ' L - i . -··-···-""" . ~---· ... ~ -- • "' I ;.,, • "' I '° ---- -,.. • CC) I .... • ... I "' ~ PF'X-4 (TYP.) REFLECTED CEILING PLAN ' ' ..;S.;.;C;;.;A;..LE;;.;: ;;.;1/.;;;;4"..;;..;;;• ;.;1'-;..0..,;" ==:.::.;:::.-.:...::::.;.;.;;.,_ __________________ _,, 2 .) CEILING PLAN LEGEND . '• .. ... ••,. . ,, '. ' . ~·. ' ... : . ', : . ,'• " '• ~ .. ' . + X'-X" lZ1 CEILING: GYPSUM BOARD SKYLIGHT HEIGHT OF FINISHED CEILING/ SOFFIT FLUORESCENT LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE: BEGA WALL MOUNTED LUMINAIRES WITH OIE CAST ALUM. HALF LID ANO GUARD. POLYCARBONATE PLASTIC DIFFUSER WITH INTERNAL TEXTURED SURFACE SIZE: 7-1/8" X 11-7/8" X 5-1/2" COLOR: BLACK EXHAUST AIR GRILLE CEILING PLAN KEYNOTES (fuJD SEE ELECTRICAL DRAWINGS @ID LIGHT FIXTURE ~ • ., I 0:, 0 • ... I 1--N • ... I ~ -• N CC) @ I '° 0 A2.0 {A) (s) 8'-8" 10· -s· 10·-o· .3'-4" 6'-0" 27' -4" 35'-4" (c) ~ ~ 0 a'-a" s·-o" • I I -I • I 110 I .... -I I I I I I I I I I I I I I I I 10· -s· 3'-4" FLOOR PLAN { 0 ~S~CA~L~E~:1~/4~.~.~1~'-0~.-~---------------------------1 FLOOR PLAN KEYNOTES (QDQ) ASPHALT CONCRETE PAVING -02741 ( 03.06) CONTROL JOINT TYPE @ID METAL WALL LOUVER -10210 ~ BUILDING IDENTIFICATION -10440 SEE DET. 3/A5.0 ~ ROOM IDENTIFICATION SIGNAGE -10440 SEE DET. 3/"5.0 QQJ}) DIRECTIONAL/INFORMATIONAL SIGNAGE -10440 SEE OET. 2/145.0 (I@ FIRE EXTINGUISHER -FE-1 -10522 Qfilj) FIRE EXTINGUISHER CABINET -FEC-2 -10522 @QD DRINKING FOUNTAIN @ID MOP SINK FLOOR PLAN LEGEND WALLTYPE TAG. SEE SHEET M.O FOR WALL DETAILS MASONRY WALL -BUILDING ROOM SIGNAGE GENERAL NOTES 1. NO HAZARDOUS MATERIALS WILL BE STORED ANO/OR US£ WITHIN THE BUILDING WHICH EXCEEDS THE OIJANTITIES LISTED IN UBC TABLES 3-0 AND 3-E. EXTERIOR FINISH SCHEDULE STEEL DOORS le DOOR FRAfJES FLASHINGS / FERROUS STRUCTURAL COMPONENTS FERROUS METAL PIPING / MISC. METAL FABRICATIONS WOOD FASCIA / TIMBER / TlcG DECKING PFX-1 PFX-2 PF'X-3 PF'X-4 SPEC. SECTION 09900 ARCHITECT NTD AliCIIIliECiS 4719 'liewridge /Ne., Suite 200 Son 0!190, CA 92123 G~ndoro • San llil9() • Auoom ~ CITY OF CARLSBAD ~ l---+---+--------------1--~--1---1---l ~lfil.Jlj==o::::'...'.::==RE=CR=E=A=TION=DE=P=AR=™=EN=T==::!~LMLlLJ==o= ARCHITECTURAL LARWIN PARK FLOOR PLAN & REFLECTED CEILING PLAN ~mu;i~~ PARK OEIIELOPME MANAGER 7/4i&I DAlE DAlE INl'IIAI. OWN BY: I PROJECT NO. I DRAWING NO. DAlE INlllAL DA'!! 11111AL CHKD BY: ENGINEER OF ~ REVISION DESCRIPTION DlHEII APPROVAL CITY APPROVAL RVWO BY: 38581-A 410-8A , o·-o· r.r. 04.01 i PFX-4 --TJ--,-11,:/,. J--- ---. ·-·-----1 10.10 l 4' -a· l ., ., D 10'-o" OPEN (TYP.) TELEPHONE L r-4• l ., ., 04.01 10.07 1'-4"X1'-4" PFX-3 10.10 • ... I ·.-, • -0 I 0 0 PFX-4 .... 10.10 -.), -'o I b - 0 I I 4 IDmDllnmtD ~ 08.17 0 .03 0 .01 04.02 .,. ----~----- cy fflllllllliDDlll DI 1mmlllllllli 9 A5.0 5'-4" .llQ1'; • BUILDING ELEVATIONS SHOWN ARE IN COMPLIANCE WITH CARLSBAD HEIGHT ORDINANCE 21.04.065 PFX-4 10.10 PFX-4 OPEN (TYP.) :E:.:.XT.:.:E:.:.R:.:.:IO:.:.R~EL:.:E:..:V.:.;A:..:.T.:.=IO~N:.=S ________________________ '2' SCALE: 1/8" : 1'-0" ~ ~) y C er r I ' ' TYP. -i I ~~YWD \ 15'-4" J _L __ ;@ WOMEN'S 1c1001 ·1 " I • / I 11:11 • / .. ~LR. o·-o• •. 0 ELECTRICAL I A104 I -- I l T.O. CMU PARTITION +6" -0" B =-U~l=LD:.:.l.:.:.;NG::...::S::.:E~C..!..Tl::.:O~N=-S _________________________ fa\ SCALE: 1/8" • 1'-0" \V L $ er I I t-o" I I I '(f ~ I I I I I I I ! I I ·1 I I I . I I I I I 0 I 2'-0* • 9 .... --1----0 ,: :L .. ., .• _.i r-·--···: :: 111!1 11 ---0) l,, __ J, L---·-1: , r-·-----1 i L-------------1-+-'-·-f--lJi l.4--1 ----2 I ' : : • --;:::==t.===i : '----------,--4--l·l--f--l--4 I I 1 i 0817} ii ! : • 1 ·\ I r ~ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 : 1 1 1 1 1 : ' / \.:ccc.:.J 11 1 I 11 111 ! 11111 1 !1 I I : ■ : : : : : : I I I I I I I I I I I --.... •+,t •--++• 1: .: •--I--11 •l!I. 11111111 ---I• ----I --.,..._"""' ..,.. -I It •• -I I / I I NQ. I ; I I I I I : ! I I I ! I I ,..---.... : : : -: I : ' I I I I I I I I i•I I I, f 6 \ j' 1 : : ,.. .. ~. : 1 i I I I I I I I I I I I I I (-;--,'6.--1----'l---t--'I 1 1 • I : I , I I I I I I I I i I , I I I I \M]fJ I I I I V)i I '-J ' ' I I ' I I I I I I I I I I I I I I I I : l : : I I 1 1 I I I I 1 1 1 1 1 !\ 1 1 1 , : •~====~ ] : : I l I I i I ! I I I I I I I I I : L ] : : : 1111 I I I I I I l I I I I I I I ' ' : I I I I I I I 1" 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 I I I I I I I I I I I I I I I i I I l L-------r·-•·---------·,----.J L_, ___________ j L ...... , .. , .. __________ ht·l-++-' ~ .. , .. j ·•-'-··---•---e-1-IJI I I I (;;"\ L--------"-----· ------,_ ------·-· ---·--"-----·r· ---1--+-+--"~ 1---"--_1 --~ .l......... 1-1-1 ,' II I ~ ---~ I I I I I I I I I I I i I I I I I b 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 -,. i I I I I I I I I I I I I I I I I ' ' r 7 \ ~ L.. _RO_O_F_PL .... A __ N _________ '1' SCALE: 1/4" • 1'·0" \..!...) SEAL /. -"':1,u1,u1,,11m,.,,,, ,,.,, ,:;,,.-..,.... e, -:.'-1-.., ' ~~~~~ ---~-,&,~ ~ .• ,," ""'" c,,._-...,1r: .. '/>~ '"••11 .. ,..111""111''1'' KEYNOTES (E2D CONCRETE MASONRY UNIT CMU-1 -04!10 (04.02) CONCRETE MASONRY UNIT CMU-2 -04810 ( 04.05) GLASS MASONRY UNIT -048 I 5 ( 07.03) CONCRETE ROOFING TILE -07322 (08.17) SKYLIGHT SYSTEM -08950 SEE DETAIL 8/A◄.0 (09.08) CERAMIC TILE CT-1 -09310 (}Q;ID METAL WALL LOUVER -10210, SEE DET. '!,/A6.0 @:Q) ROOM IDENTIFICATION SIGNAGE -10440 { 15.05) DRINKING FOUNTAIN @IQ) LIGHT FIXTURE GENERAL NOTES 1. ROOF MATERIALS: MANUFACTURER: PRODUCT NAME/NUMBER: ICBO f: 2656 2. SKYLIGHT MANUFACTURER: PRODUCT NAME/NUMBER: ICBO #: 2469 MONIER ROOF TILES MONIER 2000 NEW BRONZE C/T 1LSCS 6938 BRISTOLliE SKYLIGHTS ALUMI-LITE ACRYLIC DOME AL-CM-1 (2) 4896 AL-CM (2) 3737 AL-CM EXTERIOR FINISH SCHEDULE STEEL DOORS & DOOR FRAMES PFX-1 FLASHINGS / FERROUS STRUCTURAL COMPONENTS PFX-2 FERROUS METAL PIPING / MISC. METAL FABRICATIONS PFX-3 WOOD FASCIA / TIMBER / T&G DECKING PFX-4 ARCHITECT SPEC. SECTION 09900 NTD A II C ff T E C T $ 4719 Vlewridge Ave., Sulle 200 Son Oie90, CA 92123 Glendoro e Son Dieqo e ~bum ~ CITY OF CARLSBAD ~ l----+----"f----------------+---+--1----1----1 ~ RECREATION DEPARTMENT LA!tQj :=:=:..==========:::::::::::::=====-'===:::::::; DA 1E IN111AL DA1E INl11AL DA1E IN111AI. ENGINEER Of' WORIC REVISION DESCRIPTION DlHPt Al'PIIOYAL CITY APPRaVAL ARCHITECTURAL LARWIN PARK ROOF PLAN, ELEVATIONS & SECTIONS PROJECT NO. 385'11-:,A DATE I DRAWING NO. . 410-BA FINISHES SCHEDULE NOTES C-1 CONCRETE -03310 CMU CONCRETE MASONRY UNIT -04810 CS-1 CONCRETE SLAB TREATMENT -CLEAR -09675 CT-1 CERAMIC MOSAIC TILE -2' x 2' -FLOOR -09310 CT-2 CERAMIC MOSAIC TILE -2' x 2' -WALL -09310 CT-3 PORCELAIN CERAMIC TILE PAVER -12" x 12" -09310 EXP EXPOSED STRUCTURE GC-1 GRAFFITI COATING GBMR MOISTURE RESISTANT GYPSUM BOARD - 5/8 INCH THICK UNO -09260 GMU-1 GLASS MASONRY UNIT -04815 PF-1 PAINT FINISH -INTERIOR, GYPSUM BOARD, STD. SEMI-GLOSS -09900 PF-3 WOOD FINISH -OPAQUE -SEMI-GLOSS FINISH -09900 PF-4 PAINT FINISH -!FERROUS METAL PIPING, MISC. METAL FAB., AND RELATED COMPONENTS PF-5 PAINT FINISH -STEEL FABRICATION, SEMI-GLOSS PF-6 PAINT FINISH -CLAV. FLASHINGS, DUCTWORK, ELECT. CONDUIT, AND RELATED COMPONENTS UNF UNFINISHED FINISHES REMARKS KEY 1. SEE FLOOR PLAN AND SPECIFICATIONS FOR LAYOUT ANO LOCATION OF TOILET ACCESSORIES 2. NOT USED 3. SMOOTH FINISH AT CEILING. 4. PAINT ALL EXPOSED STRUCTURAL STEEL, DUCTWORK ANO ELECTRICAL COMPONENTS -SEE 0990D. 5. CERAMIC TILE AT JANITOR'S SINK GENERAL NOTES ALL FINISHES SHALL COMPLY WITH C.B.C. CHAPTERS 5, B, 9, 11B AND TITLE 19 C.C.R. FINISH (06.0B)-, . ,__ / ,_ , ,__ / \ ~ 10.35 ) TYP. '-\ 06.08) 04.01 IYP .-10.07 > --- ( 04.05, (10.1B) ( 10.22 ( 10.17)-- 10.35) TYP. fa\ \!:::?,J ----- ~04.01 ,_ ,J'/,rj,,·1.,,-//t"l/l""I~ ........ .r 1 .1· 1 ,;· I,,,. # 1--r I,,.. I .1· I . ' ' ~', • 9 ~ -~'i:J ➔-~I-cC?. r I' -6 \...1•-0 MAX. -------......... -......... -- / / / ./ ./2'-6" ___,l'_-_Q~--2'.-.ll'. ✓ . / M .. I/ --_,,,. " -----·fo 0T ----- , __ . -· <:,I ' / .· ------!') ~IN_T_ER..;..l~O~RE~L=EV~A..;..T ... IO __ N __ -__ A~1 .... 01 ____ W...;.O ... M=E--N'=S--R=E=S--T...;.RO .... O __ M.;;.;.... _____________________________ ~01 SCALE: 1/4" • 1'·0" --------------------( 10.07 ----,r"j"\ ......... . . . ---.. . . -----'~6-VTYP -··. .r-o· . -·. ----· . " .. . . -.. 10.34 ' I 04.01 ~ ' ~ ' . ' -,·-n· ~·-o· 0'..,,_6 ., ' ,.... ( 10.36 -"' --" 1--,,.. ,,,. ' . I"\. -,.... ... ~ ·-,,," / " ' "\, ~ ,~ ~ " ~ l' lJ 1(, ..... ..,. ,-• ,/ --"f '· ~ "«> I/ F --... e --,fl ~ "' ~ ·-~ / ~ .• -<04.05) ·-, __ ~~I l"" I ' 'I' ---------·-·-·-·-·--·-··" ., . ·-. 3 "' " I~ I ~ I , 04.01,, .. V -v • A6.0, .. ,1 '• '\..J'\·.1"'-1 ~ I 10.18) ' TYP . . ---"" -· ---·--· -. ---.. , 1,.010.22) ,re 4 I/ / ,. --,/ A6.0 < 10.23'1--. . I/• l1 / /_ ,--'.P ./ / 1, 'r " ~ ...,, ... . , •. 1,, Q [/ ----/ / -10.17 I"----: • • ix, ,. 0 , ✓ I I• "' I/ .. ' · . ' a ..J- [? ~- . j . .... I/ / -I/ ""' ·v I/ ' ·-I• I/ ,. . . . I/ [, . ""l / I..( 10.35 ) TYP. 1'-6" /' ,-1 '-0" TYP. ( 10.35) MAX. ~IN~T=ER=l~O...;.R...;.E=L=EV.;..;A..;.T--IO=N..;.._-...;.A.;..;1..;.02;;;;...;.;M=E=N...;;'S~RE=S;..;T=R.;;.O.;;.O=M-------------------------------'2' SCALE: 1/4" a 1'-0" \-=.) SCHEDULE WALLS WAINSCOT CEILING ., 10.34) -< 10.36 ,, ,10.30) ' 0 I ½ ~ ,.. . I,, 0 N Zj I I "' "' :t-., KEYNOTES @ID CONCRETE MASONRY UNIT CMU-1 -04810 ( 04.05) GLASS MASONRY UNIT -04815 ( 06.08) CAST PLASTIC SURFACING -06615 (06.26) SPLASH -4• -06410 ( 06.30) TELEPHONE BACKERBOARO -SEE ELECTRICAL (09.0B) CERAMIC TILE CT-1 -09310 <}filD METAL WALL LOUVER -10210 @JD FIRE EXTINGUISHER -FE-1 -10522 (}Q;ID TOILET PAPER HOLDER iPH-1 -10800 (]IID SEAT COVER DISPENSER SCD-1 -10800 @ID GRAB BAR GB-1 -10800 @ID GRAB BAR GB-2 -10800 ( 10.30) MIRROR M-1 -10800 QQ}j) FIRE EXTINGUISHER CABINET -FEC-2 -10522 (IQ;E} CHANGING STAilON UNIT -10800 @ID TRAP/WATER PIPE WRAP -10800 (}filD ELECiRIC HAND DRYER EHD-1 -,aeoo ~MOP SINK ROOM ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST 7 REMARKS MATL FIN MATL FIN MATL A101 WOMEN'S CS-1 -CMU GC-1 CMU GC-1 CMU A102 MEN'S cs-, -CMU GC-1 CMU GC-1 CMU A103 UTILITY CS-1 -CMU UNF CMLI UNF CMU ---------•---------~ ----" A104 STORAGE CS-1 -CMU UNF CMU UNF CMU A105 ELECTRICAL cs-, -CMU UNF CMU UNF CMU DOOR SCHEDULE DOOR A101 A102 A103 A104 A105 ,. PER , 1 SCHED. 1 SIZE 3'-0" X 7'-0" 3•-0• X 7'-0" 3'-0" X 7'-o• 3•-0• X 7'-0" 3'-o· x 7'-o· b DOOR TYPE A A A A A ,. PER ,. 1 SCHED. 1 MATL GS GS GS GS GS CORE IC IC IC IC IC --.-......-~~+-DOOR LOUVER Q1t==~'E PER SCHEDULE A FLUSH 0 "" :,: (.,) V, "' "' Q, DOOR TYPES :,: :,: D ==~ (WHERE OCCURS) w DOOR LOUVER PER SCHEDULE FLUSH w/ LOUVER RN PFX-1 PFX-1 PFX-1 PFX-1 PFX-1 GLASS - - - - - FRAME TYPE MATL 1 HM 1 HM 1 HM 1 HM 1 HM 2• (4* WHERE DETAILED) 2" 1 SINGLE 2* FIN PFX-1 PFX-1 PFX-1 PFX-1 PFX-1 FRAME TYPES OPNG LABEL - -- - - FIN MATL FIN flN HT MATL FIN GC-1 CMU GC-1 --GB PF-1 1, 3, 4 GC-1 CMU GC-1 --GB PF-1 1, 3. 4 UNF CMU UNF Ci-2 •·-o· EXP. -4, 5 UNF CMU UNF --GB PF-1 3, 4 ------.. UNF CMU UNF --GB PF-1 3, 4 DETAILS HEAD JAMB JAMB THRESH TRANSOM REMARKS 1/A6.0 2/A6.0 2/A6.0 --12"x12" LOUVER 1/A6.0 2/A6.0 2/A6.0 --12"x12" LOUVER 1/A6.0 2/A6.0 2/A6.0 --24 ·wx24 "H LOUVER 1/A6.0 2/A6.0 2/A6.0 --(2)10"x10" LOUVER 1/A6.0 2/A6.0 2/A6.0 --24"Wx24"H LOUVER DOOR NOTES FINISHES REFER TO FINISH SCHEDULE NOiES FOR DOOR ANO DOOR FRAME FINISHES MATERIALS GS GALVANIZED STEEL HM HOLLOW METAL CORE TYPES IC INSULATED CORE REMARKS KEY 1. DOOR HARDWARE GROUPS LOCATED IN PROJECT MANUAL SEC. -08710 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. UNDERCUT DOOR -1 " CLEAR J I~ , / -~) / 11'11 I/ • ~m • --:r- I ., 1'-6" .. ·- ./ ..-10.12 , 10.31 09.08 15.09 0 0 ~IN,;.,;.T.;;;;.ER=l..;;.OR__,;;E=LE=V--A.;..;.T.;..;1O..;.N;..._-.;_;'A=10;..;;;3_U;;;;..T;..;.;IL;;;.;.IT.;..Y;.._ ________________ r,;\3 SCALE: 1/4" • 1'-0" \::!_I SEAL ~,,,, .. ~"""A""b"'•,, •"jj9'.lut:;t61,, .,,..., s, I 9-~r,'_~~~ ,-.,,~.,,,,,pt:' CA\...\~~,, .. ~"'" "'""'""""" ARCHITECT NTD AIRIC!i iEC'll'S 4719 Vlewridge A.Ye .. Suite 200 San Dl<go, C>. 92123 Glendora • Son Oi090 • Autun t-----t--t----------+--+---+--+----1~o CITY OF CARLSBAD ~O ;::~=:::=:...:::=:::::R::::E:::CR::::E:::A::::11::::0N:::::::DEP::::::::A::::R::::TM:::E::N::::T==~lMU!J:::::::::::::::~ ARCHITECTURAL 0A1E INl11AL ENGINEER Of' W0Rt( REVISION DESCRIPTION DA1E INlllAL DA1E INl'IIAL 01HEft Al'l'ROYAL QTY APPROVAL LARWIN PARK INTERIOR ELEVATIONS & SCHEDULES CHKO BY: __ •·· Y: I PROJECT NO. R\IWO BY: -39581-A I DRAWING NO, _ 410-8A SEALANT -.._..,. ROOF TILES AS SCHED. F'- ,, ~ UNIT SKYLIGHT ~ r-2X WOOD CURB . . ;,;,/ X IX X 4X ROOF JOIST OR BLOCKING L 5/S" GYP. BD. _S;;;.;K..;..Y;.:L:.;.;I G;;.;.H..;.;T_.;:.S.::.EC,;;..T,;.;.IO,;;..N;..;... ____________ --:-~--1:' 8.., 1" -1' Q" skyltsec ,._ • 2002-0037 9 10 12 RIDGE / HIP TILE -SET IN MORT AR PLYWOOD SHEATHING -SEE STRUCTURAL .--CUT FIELD TILE AT RIDGE - SHIM TO MATCH ANGLE OF FULL FIELD TILES , , FOR ATTACHMENT REF. TO DTL. - ~v,~ 13/A7-1 "{ \IX!/ Iv STRAP O 48" o.c.- ;iii ~«;:~'-" ~ SEE STRUCl. ;p ~ \\ //[\~~ \ \ I \/ \ . I I \, SHAPED PLATE REOUIREDS~E . I ' \ II STRUCT. G.L. BEAM PER STRUCT. '------RAFTER -PER STRUCT. ~--------5/8" GYP. BO. TILE ROOF AT RIDGE , .., ...;.,--,;·2-.. -=-1··--0-.. ----------------------------R-ID-G-El----t~S. 2000-0247 CONC. ROOF TILES TYP. 3/4" THICK PLYWOOD SHEATHING,---, w/ 10d O 12" O.C. PER S3.2 ' I • ' ~ 2x NAILER NAIL MIN. 3/4" INTO NAILER -4x12 FASCIA '------90 DEG. RAKE TILE • I I RAFTER PER STRUCT'L. STRAP PER STRUCT'L. 5/S" GYP. BO. //./'i//»::r· ---/ / MASONl<Y WALL 1// // / SEE WALL SCHEDULE 1/)://1/ V ///.// RAKE @ MASONRY WALL @ TILE ROOF , ' ..;.1;;..;;1/~2~"~=~1~'--Q~".;.;.;..;.;;;..;;;;.;..;.;.;....;....;.;.;~~...;;.-;.,;.;;~...;..;..;;..;;;.;_ ______ ~R~A~KE~2----(~6, - .._ __ 2x NAILER NAIL MIN. 3/4" INTO NAILER '------4x FASCIA ~-----G.I. FLASHING REF. W FOR CONNECTIONS ~ I I FASCIA @ MASONRY WALL @ TILE ROOF 1 1/2"=1'-0" 2000 247 FASCIA! 2000-247 - ... 7 - 1• PRE-CAST CONCRETE CAP ~ . '· ~ ~.; . '~ . .... 4, ··., .. ' '·, .• . •. -.,i FINISH FLOOR .ELOOB •. • • , • I / r CONCRETE SLAB V ~!~..;..;..;.;L;-rR..;..,~,;.;.~..;..~~P..;.;A..;..R~T..;..IT..;.;l~O..;..N~---~~•-,N-,~1 3 1 RATING: NONE ITC, 1" PRE-CAST CONCRETE CAP .. ->~' 'r--.... :-_ , ·· • ·, '---CONT. SEALANT -TYP. :· J . :: ' .... ' .. ' > ' ----CERAMIC TILE PER SPECS -TYP. ~} --~-; :,; ;-... e· REINFORCED CMU .ELOOB r CONCRETE SLAB -~,-,.!~-...... _,~ '.,: • .~. • l • ' ,-' • ' ~?c..;..~~~~-K~.~~~-~G~F~O~U~N..;..T~A~l~N_P~A~R~T~l~T~l~~~~~-.,--11 4 1 RA TING: NONE ITC• • -!~-!-!-.R-.~--o~~/_E_X_T_E_R_IO_R_W_A_L_L ____ ,-.~,1 , RA TING: NONE 2000-02" ITC, • ... I ..... .El.QQB CMU WALL BEYOND ·.:. " . ,· :, :- -_::--•\' •~: .. /'I:,~: < , .. ;. ' ',; ,. ::i _:~ ~; .' ·. ·" : -.. ,• . '; : . ,"·,,-_, :: 8" REINFORCED CMU ' -t-?-L"':'-,1.-,-~-f-L_L _________ -~-~,-~121 RA TING: NONE 2000-om ITC, ARCHITECT NTD AIICHITECTS 4719 l'iewridge ""·• Suite 200 Son Diego, CA 92123 Glendora • Son Dl«i• • Auburn 1----+---+---------+-----,1--+--+----1 fSHEE!lo CITY OF CARLSBAD ~O ~ RECREATION DEPARTMENT lMJl_j ARCHITECTURAL LARWIN PARK DETAILS l---+--+------------+---+--+---+----1 ~ I/ at:f1/. r ~. :J/) / PARK DE\IELOPMEN"f MAN~ DA TE INITIAL ENGINEER OF YIORK REVISION DESCRIPTION DATE INl11AL DATE INITIAL 01HER N'PROYAL CITY APPROVAL uWN i,Y: ---I PROJECT NO. CHKD BY: __ 3SMl-A RVWD BY: . // 21#? 'D~ I DRAWING NO. _ 410-SA / • -j <l 4 ./ ' \7 ---l-"'----,-1/ _____ _ ~ .. / 4 <l / 2-12· ,,--1 l/2" -,1<---+-/.,.-,i~-,i<-.LLR,_ __ _ Mlt EM ED. 'o/J -_, - -----,..4 /-1-11' -" 17\7 ., ~.JJ CONCRETE MASONRY UNIT WALL COVER PLATE 1-1/2" 0.D. STAINLESS STEEL GRAB (CONCEALED FASTENERS) \7 ·_/· ... ·~----1/2" DIA. THREADED ROD W/ HILTI HIT HY-150 EPOXY ., / / (INSTALL PER ICB0#5193) W/ 6" MIN. EMBEDEMENT) ' N WALL PER SCHEDULE 3"X3" STL. ANGLE 2" PRECAST CONC. CAP BACK PANEL 3/16" THK STL MOUNTING PLATE w/ 4-3/eN· ALL THREAD, NUTS AND WASHERS 0 FRAMED WALL, 4 3/B"x 4"(p EXPANSION STANDARD DRINKING FOUNTAIN ACCESSIBLE DRINKING FOUNTAIN " ..J <I !J 0.. t " i • .., ' • "' 0 I .,. SUPPORT CARRIER ANCHORS O MASONRY CERAMIC TILE ' . I-<!:- C: I ~ 0 0:: I} • 0 I "' 1:1-• co I ,/ .,. / ,. / , ,-.-ROUND TRIM, METAL CAB. -- AND EXTINGUISHER. FIRE EXTINGUISHER ATTACH PER MANUF'. RECOMMENDATION - MIN (4) 3/8" DIA. EXPANSION SHIELDS WALL PER PLAN • 10 1/2" R .• .. VERIF,- ' r FINISH FLOOR \ WALL ELEVATION SECTION C> CMU WALL FIRE EXTINGUISHER CABINET -SURFACE 1" ·= 1·-0" SEAT COVER -- DISPENSER GRAB BAR • GRAB BAR \ 1 I -( ti • COAT HOOK ACCESSIBLE URINAL ---, STD. URINAL l "'~ A_,ir. "' -p• ~ ~ IF : "' •.,. I 1"::=,', \ p _1 I •p """ to I I:, I . HAND DRYER PAPER TOWEL DISPENSER 1 MIRROR . 'l SOAP di! DISPEN/ER ffe/ ll==r''I<-~~ • • • .,. ... ~ • 0 I I • "' -.,,, ;.-, ,,, I I I 7 - • ~ .. I "' ,,, • .,. I ,,, ,.__.t ".~ \IN t'") I 9:. ?2-_,iLLJ._.J...l 1r..j.._...:J..h+4-----1.----'l"~--+-__;-+,-4.--->1.-->i..:.::.i.--l-----'ol.--ol.----'ol.----l.-- 2' -o· I\':__ TISSUE DISPENSER ~"i' ;.-, ~ °' 'N "' HANDLE OPERABLE FROM OPEN SIDE (TYP) Fl NISH FLOOR INSULATE WASTE & HOT WATER WHERE OCCURS - WATER CLOSET URINAL MIRROR LAVATORY NOTE: HEIGHTS SHOWN ARE TYPICAL THROUGHOUT UNLESS NOTED OTHERWISE TOILET FIXTURE & MOUNTING HEIGHT 1/4" = 1'-0" ~---------SEE WALL TYPE / 24" MAX llt-fe 2000-0020 I/ ,---f--SINK W/ LEVER FAUCET CONTROLS UNO / -FORCE REQUIRE NO GREATER THAN 5 I/ . LBS .~ /;:=:I /,-I--COUNTER TOP ... ~---1µ,,e.Cii/i......_ l____,"i---'"---"---r.,,._--, I • /j//½{~0 /~ -4---+ '' . /1 I I I 8• : : (WHERE OCCURS) -< -J I I I / MAX. ' ' ""-,II '' .... :. I I I . . ', ' CABINET DOORS 11 l J I l : l (WHERE OCCURS) / > '--/ I / /i 1 1 HATCH AREA DENOTES PERIMETER / / / / J : : or PERMISSIBLE OBSTRUCTIONS • / /. / : : : HOT WATER DRAIN PIPES UNDER _ / / 17.~ /22:•9• ~IN. / , i: 1 i:, ACCESSIBLE LAVATORIES SHALL / / BE INSULATED OR OTHERWISE ·. / // .l COVERED. THERE SHALL BE NO //-v /' r -L ....(~ i, i, SHARP OR ABRASIVE SURFACES I/ / I/ /I UNDER LAVATORIES I ~l / ~ i i FINISH rLOOR / ,•~ ,/') :\J // / l , '---LINE OF CABINET FASCIA BEYOND . / /. , (WHERE OCCURS) , 'I 5 .. .. -ACCESSIBLE SINK AND COUNTER ' ... ..;..1 ;.;;,.1 /;;,2,;;';.;;' =;.1;;,' -.;.;;.0 ',;;' ;,;;;.....;;;.;.;..;~..;..;;.,;;::;;....;;;..,;;.,,;;.;..;.;.,;;;;.;.;..;.. __________ 20-S-IN_K __ --I._ 6 . 2000-0247 7 BLUE BACKGROUND INTERNATIONAL SYMBOL OF ACESSIBILITY: COLOR: WHITE EO. EO. • • •-GlOl----t-ROOM NUMBER (RAISED 1/32" MIN) REFERENCE SPECIFICATION!; GYMNASIUM,.---+-ROOM NAME /RAISED 1/32" MIN.) REFERENCE SPECIFICAT(ONS __d.-•,·.·,·, BRAILED CHARACTERS, GRADE II PER SPECS. ~· / -PICTOGRAM ADJACENT TO MAIN ENTRY -,j,.--..L.-,j,--DOORS ONLY SIGN R-1 • FOR MARGINS REFER TO SPECIFICATIONS """'.;'"::-.. IG __ = N_1":""', ~-.:0~ __ TA_l;;;..L --------------.;9_0 --'3' 2000-0020 \.V PLASTIC LAMINATE ---~\ PLYWOOD - 1X4 EDGE BAN ING ALL (4) SIDE'° • ,U oc FIELD HARDWOOD EDGE A 3/8" ,. • N COUNTER TOP EDGE © --------------4 FULL CAS-19 2000-0247 I / ( A. ;/\J-- /--=-- 4' ' MIN ·1 1·-0·: MAX 2·-0· 'o I "' DOOR SIGN PER DETAIL 8 PICTOGRAM IDENTIFICATION SIGN TO MATCH DOOR S~ (SEE NOTE BELOW) 0 .wIE; RAISED LETTERS AND PICTOGRAM SYMBOL TO BE RAISED 1 /32" UPPER CASE. SANS SERIF, 5/8• MIN. TO 2" ljAX. HEIGHT, WIDTH TO HEIGHT BETWEEN 3.5 & 1. 1 AND STROKE WIDTH TO HEIGHT BETWEEN 1:5 & 1:10. SIGN TO BE A MINIMUM OF 6" X 6". CHARACTERS AND SYMBOLS SHALL CONTRAST WITH PICTOGRAM ACCOMPANIED BY EQUIVALENT VERBAL DESCRIPTION DIRECTLY BELOW PROVIDE CONTRACTED GRADE 2 BRAILLE, WITH DOTS SPACED 1/10 INCH ON CENTER IN EACH CELL, ANO CELLS SPACED 2/10 INCH APART. MEASURED FROM THE SECOND ROW OF DOTS IN THE FIRST CELL TO THE FIRST ROW OF DOTS IN THE SECOND CELL. PROVIDE DOTS RAISED 1/40 INCH ABOVE SURFACE, WITH SLIGHTLY ROUNDED OR EASED PROFILE. - ~;~)~~.:~?~~~~A~o~,;,;...;,;ID~E~N~T~IF~IC~AT~IO~N..;....;;S~IG~N~S;._ _____ p_;c1--id-t-~~1~ 2000-0020 '<r~ ·,,, z ;;: ,:::;::f==::::;::::---SUB-SURFACE IMAGE -_,, , CENTERED ON SIGN ~li;~ICACRYLIC ~ RAISED 1/32" MIN. ---- ~'-~-¥,:-1 2" WIDE BORDER-0 OPAQUE WHITE ,h.;• Ml" ~. BACK ------ / MEN '\ [~~~~:i~- "\ FACE OF CLEAR PLASTIC ---.J o WOMEN MEN ,If" 1/4" THICK, 12" IA CIRCLE 1/4" EOUALATERAL TRIANGLE, 12" SIDES CLEAR ACRYLIC BACKGROUND COLOR SHALL RADIUS PLASTIC ---~ CONTRAST W/ DOOR COLOR CORNERS / -SUB-SURF'ACE IMAGES CENTERED ON SIGN ~~ --.l+-,(16 f-.+1--\ - • C: 'i' C: in z ii: 0 ,,J- UNISEX~ lJNISEX ~ "" NOTE:; SYMBOLS ARE TO BE CENTERED ON THE DOOR, AND ARE TO BE OISTINCTL Y DIFFERENT FROM THE DOOR IN COLOR & CONTRAST. ATTACH SIGNS USING (3) THREE FLATHEAD CHROME WOOD SCREWS, TAMPER RESISTANT TYPE, COUNTERSUNK AND ADHESIVE. RADIUS CORNERS TYP. OPAQUE WHITE ACRYLIC PLASTIC BACK ---------1 1/4" THICK, 12" DIA CIRCLE 1~4" EOUALATERAL TRIANGLE S P~RIMPOSED ON CIRCLE '\. 1 2 WIDE BORDER-, TYPICAL PAINT BACKGROUND ON INTERIOR FACE OF CLEAR PLASTIC / CLEAR ACRYLIC PLASTIC 1/41 l/11 TOILET ROOM SIGNS RS-3 , ... '"2, 1 1 /2" -, · -o· ARCHITECT tit-rs 2000-0020 NTD ARCHITECTS 4719 \liewfidge Ave .. Sut1e 200 Son Diego, CA 92123 Glendor<l • Son Oi090 • Aubum 1-----+-+----------+------I----I-----..J-----I ~o CITY OF CARLSBAD ISH A6EE.ts0 I ~~::::::::::::::'....::::=::::R=:EC!tEA=:=::::11:::0N::::::::D:::EP:::AR::::::::lM::EN:::::::::T==~=~ ARCHITECTURAL LARWIN PARK DETAILS t----+---+---------------11--+---+---+--~tm0~·~~A-,~~~ PARK DEVELOPMENT MANAGER DATE INfflAL ENGINEER OF -REVISION DESCRIPTION ~ tn: ---1 PROJECT NO. ,-.....:Oc.cATE.c:_-L.:.INl::..:TIAL.::..:::..-+-'0:.:.A::.:TE:__c..:IN:::m.:::AL-=-i CHKO BY: ___ 38581_ '>A . 01ltER APPROVAL CITY fHf!OVAL RV'M> BY: . ' DATE I ORA WING NO. 410-BA 8 9 10 ---------- MECH DUCT --' SEE SHT. MP-2 ' • METAL LOUVER @ MASONRY WALL REINFORCING BARS -PER STRUCT CMU WALL SEALANT METAL DRIP Fl.ASHING IIAETAL MESH BIRDSCREEN JAMB OF OPENING BEYOND METAL LOUVER METAL SILL W/DRIP FLASHING SET IN MASTIC CIIAU WALL , 5 3" = 1'-0" louver 2002-0037 \.. , NOTE: ART PIECE TO BE MANUFACTURED AND INSTALLED BY OTHERS STAINLESS STEEL ---+o- BY OTHERS ✓ \:, ~ 2 1/2" DIA STD. PIPE ------i (STAINLESS) BY OTHERS 5/6" DIA M.B. ---... ~ i,.,--rill WITH NON-SHRINK ~. GROUT FINISH GRADE ;:f=f;~l,,bL_ -=111~~ 'c; :;;; ; -;;j' ~Jrt!:L!;;; u.7~ ~I· t.' I• IE' MIN. 5" DIA. X 14 GA.----.. , , :.J -I SLEEVE ....._~~ .._. ,-•~ . I ·1 I} 1f Co C •ooT ·r: ... ;:1 E' -.. N., ING---]· , .=j 3• pt -;..7.l-t"---t---(4) f4 VERT. W/ #3 TIES , 1· 0 12" O.C. (3) #3 TIES TYP. --,;=L · 1 _ :.:J O 1 1 /2' 0.C. AT TOP. GROUND ---i=·:'='-'-:::· -:t....;.:I. 120 l 2· ~o-DIA. J VERTICAL SECTION -ARTWORK MOUNTING DETAIL ' .. ..:..,~ .. ~=~1~'-~0~.~.:..:....:.:.;,.;;,.;:;.;.;~;,.;.,;;;_=.=;.;.;,.;;.;;;;_ ______________ f_oo-ti-ng-C'~7, 2002-003? /1, .·.•r <l , I • " • ' ' , ' CMU LINTEL BLOCK <·· '.:•. . -·. ~;+-. ~ 7li' SEALANT (TYP) EXPANSION STRIP I I -..: t;a. I I wVl ii I ' PANEL ANCHOR ~ I I • I I GLASS BLOCK UNIT "' I I ..... -I I I I I I HEAD -GLASS BLOCK IN CMU WALL (JAMB SIM.) , -.. --3.~'~=..,;,;;;,1_•_-0_"....,;;.,;;;;...;.;;..;;......;;;.;;.;;;..,;;..;.,_...;.;..;....;;.;.;.;.;_.;.;,,;..,;,;;,;;;,_..,;.;.,,;;.;.;.;;.....;;;.;,,;.;.;.;.,J. ___ gl-os-sb-lk-c,3~ I I i I I I I ~u.J I ~~ I ..... V) I -I ' ·-' . 1 . I J " . .. • • • ,, ' :'· • " •' • , ... ' " 2002-0037 I I I I I ~~---------GLASS BLOCK UNIT I ' PANEL ANCHOR I I ' , --A----------EXPANSION STF!IP ~f::::5~::s--------SLOPED IIAORTAR FOR WATER RUNOFF'. . INT. & EXT . . • " • CMU BLOCK • • • , " • • • , • • " .. . , SILL -GLASS BLOCK IN CMU WALL 3" = 1 • -0" glossblkSILL 2002-0037 / . ., \f• /. I/ , ' , ~ < 4 ·" I// • ;~. // . • ~ //~// ,.., . . .... v , V • .[/ C , / ' [/ '~ ~ 1///j BACKER ROD & CONT SEALANT G.I. FLASHING O HEAD EXT. DOOR HEAD ' .., ..,;;;3~"=~1~.--~0.~'.;..;~...,;..;.;;;;~------------------E-XT-DOO-RH_D_....f\.. 1, I I I I ~ ; ~ 2000-0247 D(jlOR PER SCHEOUl.f: & PLAN H4LOW METAL FRAME, PAINTED GRbUT I I I I I Ct.lU WALL VARIES IN DIRECTION sq: PLAN I I I CIIAU WALL SEE WALL TYPE SCHED • BACKER ROD le SEALANT 1 o• LONG MASONRY "T' ANCHOR MIN. 3 PER JAMB -TYP. ALL DETAILS VARIES 2 • OR 4' -SEE SCHEDULE _ 3 ,;;.~ • .;.o=.;.o.;,.~;..._.;.~_;..;A;..;M.;;B ________________ 1 _ 0 R_ 11 __ ~ 2000-0247 \V ARCHITECT NTD ~IIIClll!TECTS 4719 Vlewrldqe /Ne., SuHe 200 San Diego, CA 92123 Glendoco • Son Di<go • Auburn l----+-'---+------------+----+-----1-._.____. m I CITJcJlON ~J\~J.~~AD 11A6.01 ARCHITECTURAL LARWIN PARK DETAILS . t==j===t===================t==::t==j===t==-.~J)~~~~,. /4c:::.e!.~. ~~~~,;?,,~··1t:_ ,/f.,..-.., _ _{j_7P-°Z?~ ~ PARK DEVELOPMENT~ ANAGER ' DATE DA 1E INmAL ENGINEER Of" WORK REVISION DESCRIPTION DA 1E INl11AL DA 1E INITIAL 01HER APPROVAL CITY APPROVAL OWN 11Y: I PROJECT NO. I DRAWING NO. CHKD BY:__ 311561-A 41 Q-8A RVWD BY: SITE ~ N OUVER ST. CARLSBAD VILLAGE DR. TAMARAK AV. L---, '1b A CITY OF ENCINITAS VICINITY MAP NOT TO SCALE OWNER'S CERTIFICATE CITY OF SAN MARCOS I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. DATE SOILS ENGINEER'S CERTIFICATE t/1#,fl)f"I-P.-4vlb, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE Bl'. ME 0,7 l·NIBE,? Ml' D/fi'ECT/Oi'I ON THE DATE OF SEPT. 12, 2002. TWO COMPLETE COPIES THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN BMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE 'AD/NG PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS R THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. ,-1Y FH{~ ~(!£rttJB tii,1/43 CE EXP Ari!: TESTINGG/NEIRS -SAN DIEGO, CA 7895 CONVOY CT. SUITE 18 SAN DIEGO, CA 92111 (858)715-5800 ,•· .. . . DATE "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: GVP CONSULTANTS ADDRESS. 3764 CAVERN PL. CITY, ST:: CARLSBAD CA 92008 TELEPHO_N[~C7§0/720-0500 , BY: ~K-zAr pd-DATE: 7-l~-03 GLEN K. VAN PESK! P.£. NO.: RCE 41204 EXPIRATION DAT£.· ~3~/~3'-'ILl}-"0-'--7 _______ _ -7 / ---------. -. I ... ---\ r ' -;: ~ / "----'~~~--··· -..;;;-;..._ __ ;..._L..,;C;...-5,.:i // '--.A ' t I / NORTHERL / '°' V ~-,--......_ _ SITE / '--------''~,..J'/✓ ? I ' ;. V /1= §§ > SCALE: 1 "=200' SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY BY DAVID JOLLY LAND SURVEYING DATED FEB. 14, 2002 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS REFERENCE DRAWINGS CT 74-4 GRADING PLAN DWG. /89-5A CT 74-4 IMPROVEMENT PLANS DWG. 189-5 OWNER CITY OF CARLSBAD RECREA T/ON DEPARTMENT 1200 CARLSBAD VILLAGE DR. CARLSBAD, CA 92008 LIZ KETABIAN (760)434-2978 PROJECT LOCATION 2685 VANCOUVER STREET APN 167-090-4/, 44, 48, 49 167-441-37 CALIFORNIA COORDINATE INDEX N2008 E6234 LEGAL DESCRIPTION LOT 68, CARLSBAD TRACT 74-04, PER MAP THEREOF NO. 10128, FILED IN THE OFFICE OF THE COUNTY RECORDER ON JUNE 25, 1981, ALSO PORTIONS OF LOT "J" IN RANCHO AGUA HEO/ONDA, PER PAR71TION M THEREOF NO. 823, FILEO IN THE OFFICE OF THE COUNTY RECORDER AP ON NOVEMBER 26, 1886 AS FILE NO. 170873; ALL IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. COMMERCE TITLE COMPANY ORDERS 6270562.20 -6270566.20 EARTHWORK QUANTITIES * CUT: FILL: IMPORT· REMEDIAL: 700 CY 700 CY 0 CY 500 CY * QUANTITIES SHOWN ARE FOR BONDING ONLY AND ARE NOT TO BE USED FOR BIDDING, BUDGETS OR OTHER PURPOSES. BENCH MARK: -ll__,rc=====-- lscALE, 1 "~200' KEY MAP LEGEND EXISTING STORM DRAIN -=u==------ PROPOSED STORM DRAIN □ EXISTING WATER LINE --w-- EXISTING SEWER MAIN EXISTING SEWER FORCE MAIN --SFM EXISTING FIRE HYDRANT [XX:] EXISTING STREET LIGHT ~ EXISTING DETENTION BASIN (-~ ~-) SHEET INDEX -TITLE SHEET C-1 SHEET C-2 -NOTES AND DETAILS SHEET C-3 TO C-5 SHEET C-6 -GRADING PLAN -STORM DRAIN RELOCATION " SHEET C-7 -EROSION CONTROL NOTES AND DETAILS SHEET C-8 -EROSION CONTROL PLAN ENVIRONMENTAL RESTRICTIONS THE CONSTRUCT/ON REQUIREMENTS FOR THIS PROJECT INCLUDE A PROJECT MIT/GA TION MONITORING & REPORTING PROGRAM PER CUP 02-23/HDP 02-11 PLANNING COMMISSION RESOLUTIONS 5399 & 5398 INCLUDING RESTRICTIONS ON MONTHS DURING , WHICH CONSTRUCT/ON CAN OCCUR. ENGINEER OF WORK GVP CONSULTANTS PH (760)720-0500 -?-OfESS10 3764 CAVERN PL. FX (760)720-2282 y --~ ~f-\/AN;::, '.1,: CARLSBAD, CA 92008 <};-0 f.J> <-' l.,,j 7:Y' :41: 1-. 12! .,,. c, ~ xi4, (-1 - i t5 I NO. 41 204 ~ 1~1,!-03 ~1w-GLEN ~, ' ;:r, K VAN PESKI DATE 3/31/07 ,s,,,_ ," RCE 41204 EXP. '17/: C1v1 (j---...,._ Or:-C/>.\.. ·1~ , ,1v1 /J() RT/ ",1T I, ~" r1/1, /,JOT/Cr THE INTENT IS TO BALANCE EARTHWORK ONSITE. MINOR VARIATIONS IN FINISH GRADES, SUBJECT TO CITY APPROVAL, ARE ACCEPTABLE FOR BALANCING. BRASS DISC IN CENTERLINE SECTION 4216/4217 OF THE GOVERNMENT CODE DESCRIPTION: TOP OF STD. REQUIRES A DIGALERT IDENTIFICATION NUMBER 8£ WELL MONUMENT ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE LOCATION. STA. 156+17.85 E.G.; EL CAMINO REAL VALID. FOR YOUR DIGALERT I. D. NUMBER CALL RECORD FROM: SAN DIEGO COUNTY ENGINEER UNDERGROUND SERVICE ALERT AT: LINE NO. 201 BOOK 001 PAGE 24 TOLL FREE 1-800-422-4133 ELEVA T!ON: 36.647 DATUM. MS.L. TWO WORKING DAYS BEFORE YOU DIG PUBLIC CONTACT: LIZ KETABIAN CIP PROJECT NO. 38561 •--- DATE INITIAL ENGINEER OF WORK l?[\/1 WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. THIS SET OF PLANS. 4. CITY OF CARLSBAD RESOLUTION NO. PC 5399 DATED APRIL 2, 2003 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY TESTING ENGINEERS -SAN DIEGO DA TED OCT: 9, 2002. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. MITIGATED NEGATIVE DECLARATION, ADOPTED APRIL 2, 2003, PLANNING COMMISSION RESOLUTION NO. 5398. 9. SWPPP PREPARED BY GVP CONSULTANTS DATED JULY, 2003. 10. CONTRACT DOCUMENTS FOR PROJECT 38561. LEGEND DESCRIPTION STD. DWG.* SYMBOL QUANTITY t PROJECT BOUNDARY RIGHT OF WAY LOT LIN£ EASEMENT LINE EXISTING STORM DRAIN EXISTING WATER LINE PROPOSED SPOT ELEVATIONS EARTHEN SWALE DAYLIGHT LINE/ CUT/FILL LINE SLOPE EMBANKMENT (2: I MAX.) EXISTING CONTOUR FINISH CONTOUR BROW DITCH RIP RAP CUT/FILL D-75 TYPE "D "** D-40** 4" PE.RF. PVC STORM DRAIN (SCH 40) 6" PVC STORM DRAIN (SDR 35) 8" PVC STORM DRAIN (SOR 35) 10" PVC STORM DRAIN (SOR 35) 12" PVC STORM DRAIN (SOR 35) BROOKS OR EQUAL -------- ----•----~ ---···- --/,'---/,'---- ~ ~,,... QlT,-fitT,... L ·-18 o. ---1so--- > ffl ======== mm 18"X78" GRATED INLET 72''x12" GRATED INLET AREA DRAIN (WITH CLEANOUT) ATRIUM GRATE (WITH CLEANOUT) PERGOLA TION PIT NOS #1210 & #1222 OR EQUAL NOS #40 OR EQUAL ■ 0 0 TYPE "G" CURB & GUTTER 6" PCC CURB PCC CROSS-GUTTER NOS #80 OR EQUAL DETAIL SHEET 2 G-2 G-1 G-12** 4" AC OVER 4" CL If BASE PAVEMENT TYPE "8" CURB INLET 18" RCP (1500-0) PCC SIDEWALK (VANCOUVER ST) PCC DRIVEWAY SAWCUT PAVEMENT D-2*', D-11, D-12 D-60 G-7, 9, 10, 11** G-14A 6" CLASS II BASE PAVEMENT (DOG PARK) RI STOP '516N RAILROAD TIE WHEEL STOPS 5/8" WATER METER I " WATER SERVICE 4" SEWER LATERAL SEWER CLEANOUT TRENCH RESURFACING DETAIL 2 SHT. C-2 CMWD W3 CMWD W4 CMWD S7 CMWO S7 G-24 TYPE 'A' * -------- 0 -w----w--- ----s---- 0 l/7Z77Zd 45 LF 5 CY 32 LF 276 LF 361 LF 162 LF 141 LF 8 EA 1 EA 1 EA 2 EA 2 EA /63 LF 230 LF 144 SF 5,551 SF 1 EA 12 LF 300 SF 255 SF 39 LF 4,500 SF -z EA 11 EA 1 EA 320 LF 320 LF 3 EA 27 LF tNOTE: QUANTITIES SHOWN ARE ESTIMATES ONLY FOR THE * DWG. NOS. REFER TO SDRSD UNLESS NOTED OTHERWISE •• AS MODIFIED BY CITY STDS CONVENIENCE OF THE CONTRACTOR. CONTRACTOR MUST CONSTRUCT ALL WORK SHOWN ON PLANS. _,_.,,_,, .. _,.,,=-,_ ....... ..,,,.,., __ , _.,, .. PLANNING DEPARTMENT APPROVAL "AS BUILT" iY),}£.4; ~y. 01'q {SI D) DATE: =i-/z.t/.:>) MICHAEL J. HOLZMILLER, PLANNING DIRECTOR DATE tlk-"4 &.blw:f.+k RCE EXP. DATE: ?/!K/tJ:J REVIEWED BY: (sroND (760) 434-29 78 RECOMMENDED BY: £ LtfJ/1/E-tll-(l.,<Xlkti'A/ (PRINT NA" ) INSPECTOR DATE ~ -·· CITY OF CARLSBAD SHEETS 1 ENGINEERING DEPARTMENT C-13 ' -·-·· ' "" GRADING AND PUBLIC IMPROVEMENT PLAN FOR: • LARWIN PARK ' . INDEX SHEET CUP 02-23/HDP 02-11 , ' . ---···" I ·····················································~············· I APPROVED LOYD B. HUBBS ~&;~ ~-··2388~ EXP 12-31-05 4§\¾~~---· .. • '"' '"'"""'"'"'"'" ' bWN BY ~ •..... PR~~~~~::7 o:~;NG8:o """"'"" .. , ... ,. ... , .. 1 INITIAL DATE i INITIAL DATE • CHKD BY: _ _t:l,R, ON DI <":(:_·h'.l ,.:> II Cli\ l.. ···••'-••··'··"·"-I OTHER APPROVAL CITY APPROVAL RVW□ .. BY ';r.L,R, UP02:·2~---······························· ············· ··········· I I GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE Cl1Y OF CARLSBAD REGARDING GRADING SHOWN ON THIS SU OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUM[NTS LISTED HE:REON AS THEY MAY P[RTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE: PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEf'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE; INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ')\" AND A SIZE CATEGORY OF CLASS V OR BITTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL TH[ PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TH[ TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINffR OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD or APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMM[NDA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO TH£ BEGINNING OF WORK AND SHALL BE ATTENDED BY All REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (438-3891) AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROV/OED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MAO[ BY CAI LING THE ENGINEERING 24 HOUR INSPECTION REQUEST UNE AT (760) 438-3891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON TH[ DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU R[QUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE S[CTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINffR AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION TH£R£/N. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION IF THE PlAN VARIES FROM TH[ SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. TH[ PLAN SHALL BE PREPARED BY A REGISTERED E;NG/NffR AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORM[O UNTIL A VALID BLASTING P[RMIT HAS BE[N OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. If ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AR[A DURING CONSTRUCTION OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY [NGINffR. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM TH[ CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAi TWO FUl l WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO B[ REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN TH[ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ON[ PERCENT SLOP[. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SU OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER DR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SIT[ SHALL 8£ LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL B[ ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, SHEETS L -1 THROUGH L-8, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4" ROCK PER SORSD 5-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE UN[ IS TO 8[ ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION or THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE: THE WORK WITH A COMPANY REPRESENTATIVE UNDERGROUND SERVIC[ ALERT SOG&E 1-800-422-4133 1-800-660-7343 1-800-892-0123 (760) 438-7741 (760) 434-2980 (760) 438-2722 SBC COMMUNICATIONS ADELPHIA COMMUNICATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECLAMEO WATER) 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROl l ED GRADING THE APPLICANT HIRES A CIVIL ENGIN[ER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGR[SS { 15. 16. 120 A.8} CARLSBAD MUNICIPAL CODE B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR / 15. 16. 120 A. 10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LffiER FROM CITY ENGINEER/NG DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) R[PORT FROM TH[ SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS [NG/NffR THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REOUIREM[NTS AND RECOMMENDATIONS OUTLINED IN THE PR[L/MINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT G[OLOG/C PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE ( 1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FDR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED "UPDATED GEOTECHNICAL INVESTIGATION -LARWIN PARK" PREPARED BY TESTING ENGINEERS -SAN DIEGO, INC. DATED OCT 9, 2002 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL Bf CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWING AND SPECIFICATIONS''. ANO THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). " SPECIAL NOTES 1. CONTRACTOR TO NOTIFY SFPP'S AREA MANAGER, MR R.C. BISHOP AT (619)238-4813 AT LEAST ONE WEEK PRIOR TO COMMENCEMENT OF WORK. [SFPP MANAGES A FUEL LINE THROUGH THE PROJECT AREA} SEE DETAIL --B STD. owe G-32 6.0' DETAIL 1 PEDESTRIAN RAMP NOT TO SCALE r.:, RAILROAD TIE ~ FASTENED W/ -...._ ,; CJ ,:: Cl 0:: <( <( Q Q V, 2--18" LONG #4 REBAR S (TYP.) (SEE R[BAR DETAIL) a, 1. 5' DETAIL2 12" WIDE BORD[R W/ 1 /4" GROOVES APPROX. 3/4" O.C. CONG. SEE STD. DWG. G--32 FOR GENERAL NOTES RAILROAD TIE PARKING WHEEL STOP (DOG PARK) NOT TO SCALE: COUNTERSINK REBARS FLUSH WITH TIE 84' 64' 10' 32' 32' 10· 4.5' 5.5' 5.5' 4.5' ' / />---,_~l ----===--==----J--,:::-..r-.:'.." L :..::r= --------'EXISTING CURB, GUTTER TYPICAL SECTION CARLSBAD VILLAGE DRIVE (EXISTING) NOT TO SCALE 56' 36' 18' 18' & SIDEWALK (TYP) 4.5' 5.5' 5.5' 4.5' ' / >---,_--~-< / ~l ----====:::----J~'"" ' L:..::r:--------::I::_;J ~ EXISTING CURB, GLITTER & SIDEWALK (TYP) TYPICAL SECTION VANCOUVER STREET (EXISTING) NOT TO SCALE { FINISHED GRADE V V WITH PARKING LOT __..,~ ~A--+--~-"-"'-I_L.---''....J -- 112" REBAR DETAIL NOT TO SCALE 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. V BROO SBOX (OR i QLIAL) 18"X/ " GRATED INLET ------------- 3. BEFORE ANY CONNECTION TO Tl-!£ DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT IT MUST Bf SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION {TELEPHONE NO. {760)438-3891). WATER NOTES 7. WATER MAIN ANO APPURTENANCES SHALL Bf CONSTRUCTED IN ACCORDANCE WITH 'THE CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE -GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES''. DATED OCTOBER 1993, OR TH[ LATEST REVISION 2. THE CONSTRUCTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.WD. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL 8£ HELO A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE NO. (760)602-2780 FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL 8£ ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL 8£ REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL Bf DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCT/ON OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT~ OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. FILTER , FABRIC .,)_,., (NO I OTTOM) 3" ROCK DETAIL 3 STORMWATER PERCOLATION PIT NOT TO SCALE .... l ' / _ 4' (N'L Y PIT) 1 8' (S'L Y PIT) DIMENSIONS OF PITS: NL Y: 4' X 4' X 4' S'LY.· 8' X 8' X 6' l-----+----+----------------------'---+---•l-------1 ! ----------------+---+---1-----1-----· ··-·· ----+--+-------------------+----+---+-----+----1 1------l-.......... -----------------+----+-- ····-···· ........... 1.,."-. .. .. , _______ .,. DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK GVP CONSULTANTS 3764 CAVERN PL. CARLSBAD, CA 920D8 PH (760)720--050D FX (760)720--2282 ~xVti-nM GLEN K. VAN PESKI RCE 41204 EXP. 3/31/07 "AS BUILT" DATE RCE ___ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE SHEET C-2 ......................................... ········~· .... CITY OF CA.RLSBAD ! SHEETS ENGINEER_IN_(;_DEP_ARTf.1ENT C-13 LARWIN PARK NOTES AND DETAILS CUP 02-23/HDP 02-11 APPROVED:A-ill.LOYD B. HUBBS "":·.:: ... · ~ ~,,,-;~c •ti( _____ "1'/.it..:1L'f'J ·c1'rY-ENGlittER PE ~3889 EXPIRES 12-.::i.1 ... ::: .. os ....... Dl(TE .. OWN BY: ....... . ...... . CHKD BY: 1)~ RVWD BY . .J~ •••. ,..... " ... , • .,,., ••• ,.,.,,. .. ......... ,.,. 1 .......... .. PROJECT NO . 38561•-' ........ -I-'.. . ... DRAWING NO. 410-SA 'I I I V I (..) • 0 z r-w w J: Cf) w w Cf) / / -.. ' ;., _/"•--{:"·j_1 ·· -~,;,\./;,> -~-, __ ·· .. · / ,,, .. ,. -_ -~/ -'I' -. I i ' r-.. I ' , ~ EDESTl?iAN RAMP PER DETAIL 1 S!lffT C-2 0 ',,, __ J .. ~ / /•. GRASS SWALE 4"'5<~ LATERAL AT 2% (TYP}--::~;:;1(~:-'"' ' PLAN.TEP?-._ CURB PER _ __, LANDSCAPE PLANS (TYP,) NE:W 5/8" WATER /4trefl BY C()N~ACT;·;/ ,)~----_ .. J / 'v y-· "' .. ,.,,,--,c;"'•,·,· " .,,/ . , ' ~# Y:·-.• :/;····· ----~' CONCRETE WALKW. PER LANDSCAPE P S (TYP.) ,--- \ / I \ DRAINAGE SYSTEM DA TA LENGTH D.S. IE. US. IE SLOPE OESCRIP TION 50' 798.6 199,2 1.2% 8" PVC 2 125' 798.6 799.6 0.8% 12" PVC 3 162' 799.6 201.3 70" PVC 41 198' 199.6 201.6 LO% 8" PVC 5J 113' 201.6 202.7 LO% 8" PVC 136' 199.6 202.4 2.0% 6" PVC 87' 201.2 203.7 2.9% 6" PVC 6" PVC BENCH MARK: DESCRIPTION,' LOCATION: RECORD FROM: ELEVATION: TOP OF STD. BRASS DISC IN CENTERLINE WELL MONUMENT STA. 156+17.85 EC.; EL CAMINO REAL SAN DIEGO COUNTY ENGINEER UN£ NO. 207 BOOK 001 PAGE 24 36.647 DA TUM: M.S.L. 0 \ . '-\ '-·--....._ \ ' ' ~~,\ ~\ \\\_I,, ' \ \ I -1----"s:-\\l ,, t-,, 20 \ \ \ \ 40 SCALE 1'= 20' ENGINEER OF WORK \ \ ' . ' 60 ' ' i 1 I I ' \ \ ' •· I r GVP CONSUL TAN TS 3764 CAVERN PL. CARLSBAD, CA 92008 PH (760)720-0500 FX (760)720-2282 ~x.zk-ati GLEN K. VAN PESKI RCE 41204 EXP. "AS 3/31/07 BUILT" RCE ____ _ EXP. ____ _ REVIEWED BY: DATE DATE --INSPE:CTOR -DATE I ~HEET • CITY OF CARLSBAD I SHEETS f----+---+-----__ -.. -__ -_-_-_-_-_-_-_-~--~~----_-_-_-_-_-_-_+>-----_-_-_-~_-_-_-_-:>---,-=.-__ -__ -1,_>----_--_-_---_,-~~ 1 ENGl~EERINggEPARTtvl~NT ! C-13 DATE INITIAL ENGINEER OF WORK! - DATE ~--~---+---~----1 INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ... , ""'""""'"'"'·'·'''"'" LARWIN PARK GRADING CUP 02-23/HDP 02-11 PLAN APPROVED:FoA.LQYD B. HUB&S, ~ ;t;~RES 12-31-05 7/t~~ , owFi ElY= ___ , PROJECT No. -loRAw1NG No. CHKD BY: t)!2, -RVWD BY 'J"'CR , 38561,.. .. I 410-81\ ' I 0 I / / j / 20 I ! / / I I I / I I i ; I I ! 40 ' I / I I / I I I / 60 ------~ SCALE !'= 20' I I / I / I / ! ( / SEE SHEET NO. C-5 I ( --, ... ) -J--, I \ / ' \ \ \ \ i ' I I I \ \ \\<·•.::·· I \ \ \ "'--. .... ,_ ', \ \ ' '\_, _, __ ,_ I I ' I I I "-,,,\\\,·-,, , .. , ' .,.,....._ . ·-, -,,_ '·,·~--. -"""-'"'-,,,,~ -, "·-, / j I I / I l i / ' ' ' ! f .' ,' ,' ' / I j / I / l ! I / / / ; ! i / / ... I I / F ; / ,' i ' i I I / / i ! f ! I _/ j J i ,I ... ,) I J ' I I / / ' I t I ! i / / ' ' / / / .I ; ,i I Ct) I (.) • 0 z UJ UJ CJ) ' { EXISTING GROUND VOLUNTEER -BUILT '-'-RETAINING WALL (SEPARATE PERMIT REQUIRED) TRAIL BY OTHERS \EXISTING 2% NOT PART OF THIS CONTRACT FILL SLOPE~ - SECTION A-A VOLUNTEER -BUil T TRAIL/RETAINING WALL NOT TO SCALE ENGINEER OF 9\tofl.:.SS;o!\-'. GVP CONSULTANTS ci?I <v";'-<s, <' 3764 CAVERN PL_ WORK PH (760)720-0500 FX (760)720-2282 ~, (iJ - ~(j t-'i; CARLSBAD, CA 92008 \j NO. 41204 ~ ilk -Xz/tb? ~ t\ FXP 3/,11/07 >; 1-18-0~ .s-,,. ,"< GLEN K, VAN PESKI DATE "1;,-1; Cl\/\\... ~cf~ BENCH MARK: OF o-:L-\x RCE 41204 EXP, 3/31/07 DESCRIPTION' TOP OF STD, BRASS DISC IN CENTERLINE "AS BUILT" ' WELL MONUMENT LOCATION: STA 156+17,85 E,C,; EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY ENGINEER LINE NO 201 BOOK 001 PAGE 24 DATE ELEVATION: 36,647 DATUM: MS,L RCE EXP, REVIEWED BY, INSPECTOR DATE -------------- -SHEET CITY OF CARLSBAD SHEETS ! C-4 ENGINEERING DEPARTMENT C-13j --,., ... . -·· -LARWIN PARK GRADING PLAN CUP 02-23/HDP 02-11 ! ~---------- ···---~-APPROVED:J'i,~LOYD B, HUBBS I /4," ••""= .~ ' --------:V""" ,e::,_ I CITY ENGINg PE ~PIRES 12-31-05 D~ . ---CRoJEcf __ ,No•··-·--·---· -------- ' ' c.--•• •·•·• ,, ...... ----' OWN BY: DRAWING NO, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY-~~-38561-A --I ;:,!': Vl !Ill D ' ::•f'TIC\I 410-8A ENGINEER OF WORK ... ' .. OTHER APPROVAL CITY APPROVAL RVWD BY: --------:, ,., ... , .. ----- \ - - \ \ \ \ - \ \ \ \ \ /'/ \ \ ' . \' \ \\ \..---;- \ I \ \ \ \\[ ~\-\ -\+ \ \ \ \ \! \, \ \ r,, \\\ \' \ ' ' . \ \ • . "\ ~\ \"o \ O~\ \.,\ \ \ \ UNDE:RGRQl)ND PETROLEUM ... 'P/PEL!/:f~ SIGN TRANSMISS/0 . LINE TOWER 1 . .,1 I I \ _/·· ', / ,:'·"'r . I / I /-· \ ,_ I '· /EX!STfNG __/ GROUND \ \ \ \ \~ \~\ \ \ \ ------ 6' MAX. ------z GRADED TRAIL BY OTHERS NOT PART OF /HIS CONTRACT ...._ I £XfSTfNG GROUND ------ SECTION B-B VOLUNTEER-BUil T TRAIL NOT TO SCALE I I i I i I \ I \ \ \ \ II i\ \ \ j \ \ -~j_ / I I ) I \ I I i\ / i •,) ) I I I I ' I ' ' \ APN: ' I ' ' I I 1 ' I /i, / /,;,,.; 1(., .' ! /~~.;.'.:.11% '.'. \' '/ .· ,0 '. ·, ' • • J,-'/ / \ .i I __ .... \ \ , c· I. \ ,,-•·<\ / \ / ' ', \ .\ \. ,ti·\k x::· , .. ,. .. ~\_ :;..,/" · .. < ·•. / /· \ \ \ . \ ' . \ PRO/'OSE/). TR Ail. \ BY OTHERS \ ', ' \ \'\. \ \ . i ' • '_ )< /\ ' \ \ \ \ \ I \ 0 20 40 SCALE 1 "= 20' \ \ \ I \ EX!STl~G PCTRbLEW \ PIP,£ Lhll£ \ s. .\ 60 I \ \ \ \ \~ < I. \ ,\ ' \ I DATE i I ' . I / \ ', I ..);- \ \ \ I ' r . I ! i I / j I f ' I ! ! ' ' I ' . I J ' I ' .'/ SEE SHEET NO. 4 BENCH MARK: DESCRIPTION: TOP OF STD. BRASS DISC IN C£NT£RL/N£ WELL MONUMENT LOCATION: STA. 156+17.85 £.C, £L CAMINO REAL RECORD FROM· SAN DIEGO COUNTY ENGINEER LIN£ NO. 201 BOOK 001 PAGE 24 £LEVA TION: 36,647 DATUM: M.S.L, INITIAL DATE INITIAL J ENGINEER OF WORK 1.:1 .. VI C1l·I D l"TI '.\.I OTHER APPROVAL ------ i i i I DATE INITIAL CITY APPROVAL ' I ''. ',/ '1''if.1J-'f ; '/ y I . I Vi ' ' I / ' I I ' J I / ' ' I I / / I I / / i J / / I i ( ' / ' ' / / / ! ENGINEER OF WORK ~ ;(24,-4£ GLEN K. VAN PESKI RCE 41204 EXP. 3/31/07 "AS BUILT" RCE ____ _ EXP. REVIEWED BY: INSPECTOR ; / I . I . ' I /J ,-119-03 DATE DATE DATE SHEET C-5 CITY OF CARLSBAD SHEETS 1 C-131 ENGINEERING DEPARTMENT ............................................ l,ARWIN PARK GRADING PLAN CUP 02-23/HDP 02-11 .I I 01 - --- M-3 REMOVE TOP PORTION : . I . .• • • ' · OF EXISTING CURB ··• •,._.•-~•~--~~-: .• INLET CONSTRUCT TOP OF TYPE "A" CLEANOUT PER SORSO 0-9, 0-11 -• -~--------_,,. -·-· I I I I I I I l"l L I i "----EXISTING TYPE "B" ----_J I INLET PER DWG. 189-5 I ---L _________ _J CL-E:ANOUT DETAIL NOT TO SCALE """" ... "' 9+00 REMOVE TOP OF EXIST TYPE "8" INLET AND CONVERT TO TYPE "A" CLEANOUT PER SDRSO D-9, D-11 TO MATCH NEW DRIVE APRON CONSTRUCT 12 L.F. 18" RCP 1500-0 @ 1. 0% (WATERTIGHT JOINTS) I.E. IN= 198.15 IE. OUT = 197.82 DRIVEWAY DETAIL SCALE: 1 "=10' I IRRIGATION POINT OF CONNECTION - NOTE: CONTRACTOR TO VERIFY EXISTING GRADES AND CONSTRUCT NEW CURB AND GUTTER TO PROVIDE POSITIVE DRAINAGE TO NEW CURB INLET TO REMAIN BENCH MARK: DESCRIPTION: TOP OF STD. BRASS DISC IN CENTERLINE WELL MONUMENT LOCATION: STA. 156+17.85 EC; EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY ENGINEER LINE NO. 201 BOOK 001 PAGE 24 ELEVATION: 36.647 DATUM: M.SL 1----+----+-----------------i---------+----+-----1 . ' """--+--DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK GVP CONSULTANTS 3764 CAVERN PL. CARLSBAD, CA 92008 PH (760)720-0500 FX (760)720-2282 ~~_M_ GLEN K. VAN PESKI RCE 41204 EXP. 3/31/07 "AS BUILT" RCE EXP. ___ _ REVIEWED BY: INSPECTOR DATE LARWIN PARK GRADING PLAN CUP 02-23/HDP 02-11 APPROVEDJ' .. ILLOYD B. HUBBS DATE ~~2~9 ~~IRES 12-31-05 7/~trr" .. ,.,,.,,,,, .. .. . ... OWN BY: ~~ -J PROJECT NO. ··········-·--· DRAWING NO. CHKD BY: ~-------• 38561-A 41 Q-8A -RVWD BY: .... 1,& .. -····----· " .. ' """"' EROSION CONTROL NOTES 1. IN CASE EMERGENCY \>IORK IS R£0UIR£D, CONTACT LIZ K£TABIAN AT <760) 434-2978 2. £QUIPM£NT AND WORKERS FOR £MERGENCY WORK SHALL BE MAD£ AVAILABL£ AT ALL TIM£S DURING THE RAINY SEASON ALL N£C£SSARY MATERIALS SHALL B£ STOCKPILED ON SITE AT CONV£NI£NT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY D£VIC£S WH£N RAIN IS IMMINENT, 3. D£VIC£S SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT TH£ APPROVAL OF TH£ £NGIN££RING INSP£CTOR. 4. TH£ CONTRACTOR SHALL R£STORE ALL EROSION CONTROL D£VIC£S TO WORKING ORDER TO TH£ SA TIS'FACTION OF TH£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY B£ R£0UIR£D BY TH£ CITY £NGIN££R DU£ TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES wHICH MAY ARIS£, 6. TH£ CONTRACTOR SHALL BE R£SPONSIBL£ AND SHALL TAK£ N£C£SSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE INPOUNDED WATERS CR[A T£ A HAZARDOUS CONDITION 7. All EROSION CONTROL M£ASUR£S PROVID£D P£R TH£ APPROVED GRADING PLAN SHALL BE INCORPORA T£D HEREON. 8. GRADED AREAS AROUND TH£ PROJECT P£RIN£T£R NUST DRAIN AWAY F'RON THE FAG£ OF SLOP£ AT TH£ CONCLUSION OF £ACH WORKING DAY. I EXISTING GROUND I 14'MIN. T PUBLIC RIGHT- DF -WAY OO'MIN. 8' MIN. PROFIL£ PLAN PUBLIC FIIGHT-OF-wAY PROVIDE APPFIOPFIIATE TRANSITION BETWEEN S TABILIZ£D CONSTRUCTION £NTFIANC£ AND PUBLIC RIGHT-OF - WAY STABILIZED CONSTRUCTION ENTRANCE GFIA V£L FILTER FILTER FABRIC <OVER wIF/£ SCR[[N) OV[RFL~ SEDIMENT WIF/£ SCREEN 1 FILTERED WATER DROP INLET WITcl GRAT£ ~--coNCR[T[ BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN A POINTS A SHOULD B£ HIGHER THAN POINT B HAY BALE CHECK DAM LEGEND DESCRIPTION STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLINED SWALE & BERM D-75 LINED SWALE BLOCK-SCREEN-GRAVEL SILT BASIN QUANTITY SYMBOL 1 EA, ----- 11 00 L.F, -0--0--0---0-- PER SHT.1 ~~~ 8 EA. 9. ALL REMOVABLE: PROTECTIVE DEVICES SHOWN SHALL B£ IN PLACE AT THE END OF EACH >----------------------------+----------------------------~e-----------------------------------HAY BALE SILT BARRIER WORKING DAY WH£N TH£ FIVE (5) DAY RAIN PROBABILITY FORETAST EXCEEDS FDR TY PERCENT (40%), SILT AND OTH£R D£BRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE w'ITH 3/ 4 INCH MINIMUM AGGREGRA T£. 11. SHOULD GERMINATION OF HYDROS££D[D SLOPES FAIL TO PROVIDE EFFECTIVE COV£RAG£ OF GRADED SLOP£S <901/. CDVERAGD PRIOR TO NOVEMBER 15, TH£ SLOP£S SHALL BE B. C D. £, STABILIZED BY PUNCH STRAW INSTALL[D IN ACCORDANCE WITH SECTION 35.023 OF TH£ £RDSION AND S£DIN£NT CONTROL HANDBOOK OF TH[ DEPARTM[NT OF CONSERVATION, STAT£ OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL P[RMANENT AND T£MPDRARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND NAINT4IN£D AS REQUIRED IN SECTION 212 OF TH[ STANDARD SPECIFICATIONS AND TH£ FOLLOWING, A. HYDROS££DING SHALL B£ APPLIED TO, 1. ALL SLOPES THAT AR£ GRAD£D 6,1 (HORIZONTAL TO VERTICAL> OR STEEP[R WHEN THEY ARD a. THR[£ FE[T OR MOR£ IN H[JGHT AND ADJAC[NT TD A PUBLIC WALL OR STREET b, ALL SLOP[S 4 FEET DP MORE IN HEIGHT. 2. AR[AS GRADED FLATT£R THAN 6,J WHEN ANY OF TH£ FOLLOWING CONDITIONS EXIST, o. NOT SCH£DUL[D FOR IMPROV[M[NTS<CONSTRUCTION OR G[N[RAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING, b. ID£NTIFI£D BY TH£ PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBL£ TO TH£ PUBLIC. c. HAV£ ANY SPECIAL CONDITION IDENTIFI[D BY TH[ CITY ENGINEER THAT w'ARRANTS IMME DIA TE TR[ATM[NT. HYDROSEEDED AP£AS SHALL B£ IRRIGATED IN ACCORDANC£ WITH TH[ FOLLOWING CRITERIA, 1. ALL SLDP£S THAT AR£ GRAD[D 6,1 OR ST[EPER AND THAT ARD o. THR££ TO EIGHT F££T IN HEIGHT SHALL B£ IPRIGA T[D BY HAND w'ATERING FROM QUICK COUPLERS/HOS£ BIBS OR A CONVENTIONAL SYST[M OF LOW PR£CIPITA TION SPRINKLER H£ADS PROVIDING 1001/. COV£RAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL B£ WATERED BY A CONVENTION- AL SYSTEM OF LOW PR£CIPITA TION SPRINKLER H£ADS PROVIDING 1001/. COVERAGE. 2. AR£AS SLOPED LESS THAN 6<1 SHALL B£ IRRIGATED AS APPROV£D BY THE CITY £NGIN££R, PRIOR TO HYDROSEEDING. TH£ D£V£LDP£R Sf/ALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO TH£ CITY ENGINEER. TH£ PROPOSAL SHALL BE SPECIFIC REGARDING TH[ NUMB[RS,TYP£S AND COSTS OF THE ELEMENTS OF TH£ PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN TH£ NDISTUR£ LEV£L OF THE SOIL AT TH£ OPTIMUM L£V£L FOR TH£ GROWTH OF TH£ HYDROS££D[D GROWTH. HYDRDS££DING NIX SHALL CONSIST OF ALL OF THE FOLLOWING, I. SEED MIX SHALL CONSIST OF NO LESS THAN, 2, a. 20 lbs. PER ACR£ OF ROS£ CLOVER b. 20 lbs. PER ACRE OF ZORRO F£SCU£ c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA cl. 4 lbs. PER ACRE OF ACHILL£A MILLEFDLIA e, 3 lbs. PER ACRE OF AL YSSUM <CARP£T OF SNOW> f. 112 lb. PER ACRE OF DIMORPHOLECA g. IT£MS c,cl,e, AND r OF THIS SUBSECTION MAY B£ ONITT[D ON LOCATIONS WH£R£ TH[ AR£A B£ING HYDRDSEEDED IS NOT VISIBL[ FROM EITHER A PUBLIC STR££T OR R£SID£NTIAL STRUCTURES. h. ITEM o OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING DR BROADCASTING BEFORE HYDROS££DING. I. ALL SEED NATEPIALS SHALL BE TRANSPORTED TO TH£ JOBSIT£ IN UNOPENED CONTAIN[RS WITH TH£ CALIFORNIA D£PARTM£NT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J, NON-PHYTO-TOXIC W£TTING AGENTS MAY BE ADDED TD TH[ HYDRDS££D SLURRY AT TH£ DISCRETION OF TH£ CONTRACTOR. TYP[ 1 NULCH APPU[D AT TH£ RAT£ OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH <STRAW> MAY BE SUBSTITUTED, ALL DR PART, FOR HYDRAULICALLY APPLI£D FIBER MATERIAL. WHEN STPAW IS US£D IT MUST BE ANCHORED TO TH£ SLOP£ BY M£CHANICALLY PUNCHING NO LESS THAN 507. OF THE STRAw' INTO TH£ SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE:, 16-20-0, WITH 151/. SULPHUR APPLIED AT THE RAT£ OF 500 lbs. PER ACP[, AR£AS TO B[ HYDROS££D£D SHALL BE PREPARED PRIOR TD HYDROS££DING BY, 1. ROUGHENING TH£ SURF AC[ TO BE PLANT£D BY ANY DR A CDMBINA TION OF, a. TRACK WALKING SLOPES ST££P£R THAN 6,1 kJ. HARROWING AREAS 6'1 OR FLA TT£R THAT ARE SUFFICI[NTL Y FRIABL£ c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOV[. 2. CONDITIONING TH£ SOILS SD THAT IT IS SUITABL£ FDR PLANTING BY, CL ADJUSTING TH[ SURFACE SOIL MOISTUR[ TO PROVIDE A DANP BUT NOT SA TUPA TED SE£D B£D, b, TH£ ADDITION OF SOIL AMENDM[NTS, PH ADJUSTM[NT, LEACHING OR COVERING SALIN£ SOILS TD PROVID£D VIABLE CONDITIONS FOR GROWTH. HYDRDS££D[D AR£AS SHALL BE MAINTAINED TO PRDVID£ A VIGOROUS GROWTH UNTIL TH£ PROJECT IS P[RMAN[NTL Y LANDSCAPED DR, FOR AREAS WHERE HYDROSEEDING IS TH[ PERMANENT LANDSCAPING, UNTIL TH£ PROJ£CT IS COMPLETED AND All BONDS R£L£AS£D. I 1)11, • .,,,.~ I ' \<, if-'---'--"I I 1-1 I --11 l-'---1 t I-I I 1-4' VERTICAL FAG£ [NBEDDING D£TAll ANGL[ FIRST STAK£ TOWARD PFIEVIOUSL Y LAID BALE ----.. FLOW---- '!~) f,~\~ ,'•,t'' -- ~4~-~r~ -== WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR 2 F/£-BARS,STEEL PICKETS,OR 2'X 2' STAKES 1 1/2' TO 2' IN GROUND ANCHORING D£TAIL ♦ DRAINAGE AREA LESS THAN 1 ACR£ STRAW BALE DIKE J. SET POSTS AND EXCAVATE A 4 BY 4 IN <10 BY 10 CM) TR[NCH UPSLOPE FROM AND ALONG TH[ LIN[ or POSTS, 3, ATTACH TH£ FILTER FABRIC TO THE WIFI[ F[NCE AND EXTEND IT INTO TH[ TRENCH. 2. STAPLE wIRE FENCING TO TH£ POSTS. 4. BACKFILL AND COMPACT TH£ EXCAVATED SOIL. FIL T[R FA BRIC SILT FENCE FILL SLOPE 9 IN. NIN. 2 FT £AFITH£N RIDGE UNLINED SWALE & BERM DROP INL[T WITH GRAT£ STRAW BALES STAKED WITH TWO STAK£S PER BAL£ COMPACT[D SOIL TO PF/EVENT PIPING 2X6 S1RUT(S) END AND SID£ OVERLAP AT CORNERS 2X6 S7RUT(S) REQUIRED WHEN NOTED ON PLANS HAY BALE SILT BARRIER GRA V[L BAGS OVERLAP ONTO CURB \ STAK[D STRAW BALE . 2X6 STRUT(S) FILTERED WATER t;,., -Y.?LLL='.LL c;. .. Ill 3 FT <0.9 M> MIN. FLOW RUNOFF GAP B£TW££N BAGS ACTS AS SPILL WAY THR££ LAYERS OF GRAVEL BAGS wITH ENDS OVERLAPPED GRAVEL BAGS 0 0 0 0 0 4'-6' LOGS 6' , 11 ,, I II''' 0 0 1/lf-----o LOG CHECK DAM 24' 18' I 6 IN <15 CM> r 24 IN (61 CM) l COARSE AGGR£~GRAT[ I FLOW -24 IN (61 CM) o I CB! L~DISTANC£ SUCH THAT POINTS A AND B ARE OF EQUAL £L[VATION GRAVEL CHECK DAM LIMITS OF CLEARING & GRADING GRAVEL BAGS 240 EA, = FIBER ROLL 150 L.F. ~ PUNCHED STRAW V/ V/ V/ V/ LOG CHECK DAM crrxmL HAY BALE CHECK DAM -•►■--► I GRAVEL CHECK DAM RIPRAP PER SHT. 1 BENCH MARK: DESCRIPTION: TOP OF STD. BRASS DISC IN CENTERLINE WELL MONUMENT LOCATION: STA. 156+17.85 £.C.; £L CAMINO REAL R£CORD FROM: SAN D1£GO COUNTY £NG/NEER LINE NO. 201 BOOK 001 PAGE 24 £LEVA TION: 36.647 DATUM: MS.L. SHEET c--7 ENGINEER OF WORK GVP CONSULTANTS PH (760)720-0500 3764 CAVERN PL FX (760)720-2282 CARLSBAD, CA 92008 A J! ?ffet -»d GLEN K. VAN PESKI DATE RCE 41204 EXP. 3/31/07 "AS BUILT" RCE EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF' CARLSBAD ENGINEERING DEPARTMENT SHEETS C-13 ·----·····-- LARWIN PARK EROSION CONTROL NOTES AND DETAILS CUP 02-23/HDP 02-11 l---+---i-------------------~--~--+---.----1 I.... == === ..... 1---+---+---------------..---i-----1---~---l ! APPROVEDM...LCYD 13 HUBBS ...... .. ···················· I DA TE INITIAL ENGINEER OF WORK 1::, Tl C•I\ DATE INITIAL DATE INITIAL ~.:.='--J...C.C...CC::-1--..::.:..:. OTHER APPROVAL CITY APPROVAL ~ ~~ t~PiRES 12-31-os:'-1□tf.,-j PROJECT NO. 38561-A DRAWING NO.' 410-8A I ' I I \ ----------· ---- \ \ ' I I I Ii I I i I BENCH MARK: D!oS'CRIPTION: M>••• _,M, LOCATION: RECORD FROM· ELEVATION: TOP OF STD. BRASS DISC IN CENTERLINE WELL MONUMENT .. STA. 156+17.85 E.G.; EL CAMINO REAL SAN DIEGO COUNTY ENGINEER LINE NO 28-1 BOOK·OOI PAG/i -24--.... 36.647 DATUM: M.S.L. -- I , " ' ' I • I .i ' I i ' ' ; ....... ~=-4-k, /( ....... =·-//-.. ,,-_! ,_ .. -i,. I I ' ' :i 1 !· ' .J' DATE INITIAL 'ENGINEER OF WORK Hf \'t';ION ·,· ":-, .. ,., .. ~-"··•-' ~ "' STABILIZED , CONSTRUCTION \ENTRANCJ: (~--.~"' \ , \, \. 'fitEl5ff; (T'rA) .' I 'II IN 'I",' ' I 40 4,:_0 ____ _:80 SCALE I'= 40' I r ENGINEER OF WORK G\IP CONSU~AfiTS . PH (760)720-0 00 3764 CAVE .. PL. FX (760)720-2282 c'ARLSBAD,' A 92008 ·._:dl~~~~.d -G~VAN PESKI . RCE 41204 EXP 3/31/07 "AS BUILT" EXP. REVIEWED BY: DATE 1SHEE:TS 1 c-13! I, E•lstlng Dog Pork KEY NOTES SITE IMPROVEMENTS PCC Drive Entrance -Per Sheet C-3 New Inlet Per Sheet C-6. Convert Type B Inlet In Accordance With Detail on Sheet C-6 AC Paved Parking Lot -Per Sheet C-3. PCC Concrete Curb -Per Sheet C-3. PCC Walk /Pavement -See Detail B, Sheet C-13 [ill ~ ~ ~ [ill I]] Specialty Pavement ( Exposed Aggregate)-See Specification r:, Concrete Mow Curb -See Detail A, Sheet C-13. Section 033ooj22I l.£..1 Field Verify Layout With Project Manager Prior to Installation [z] Masonry Unit Screen Woll -See Detail 2, Sheet A0.1. @ Decomposed Granite Trail -See Detail D, Sheet C-13. ♦0 • Im Restroom Facility -See Architectural Drawings and Specifications. Tot Lot -(2-5 Yrs.) See Sheet C-12 and Specification Sections 02881 Play Equipment and Specification 02795, Play Area Surfacing. Tot Lot -(5-12 Yrs.) See Sheet C-12 and Specification Sections 02881 Ploy Equipment and Specification 02795, Play Area Surfacing. ~ IE] ~ ~ ~ ~ ~ HC Bollard -See Detail 3, Sheet AO. 1. Concrete Footings for Art Sculpture (2) See Detail 7, Sheet A6.0. PCC Picnic Table Pod -See Sheet C-11 for Layout Enlargement Plan and Specification Section 02780-Site Furnishings. BBQ Grill With Hot Cool Dispenser -See Specification Section 02780 Bench (Typ. of 5)-See Specification Section 02780. Pre Cost Litter Receptacle -See Specification Section 02870. Treated Wood Pole Fencing -See Detail H, Sheet C-13. Stone Veneer Monument Sign -See Detail E, Sheet C-13 Grovel Parking Lot-See Grading Plans and Detail Sheet C-2 thru Railroad Tie Wheel Stops -See Detotl 2, Sheet C-2. Removable Bollards Per Detail F, Sheet C-13 . C-5. New Electrical Service -SDG & E Electrical Pedostal to be Located Troll and Retaining Woll -By Others [DJ Gll @] Tree Planter /Seat Woll -See Detail C, Sheet C-13 ADA Access Per SD Standard Dwg., Sheet C-2. Landscape Planting Areas -See Sheets L-6 and L-7, Landscape Enlargement Plans and Sheet L-8 for Planting ♦ Denotes Item Is " Bid Deduct Altemate No. 1" See Appendix • A" <>f Contract Booklet ~ [i§] Light Bollard -Typical of 58. Shown on Sheet A0.1. Site Lighting Pion. See Also Electrical Specifications. / _--00 1/ / -0 0 0 0 Sheet C- ~ // ;__...-71 I.."----\ \\,-,\ LEGEND bd Picnic Table ~ Wood Post and Rail Fence-42" Masonry Unit Screen Wall (Typ.) (Wall Height Varies. See Grading ,.. ... 6" Concrete Landscape Curb -Bench 0 Tree or Shrub Removal © Existing Tree to Remain © Tree Stump Removal © Box and Transplant Existing Tree D Litter Receptacle I ! i ' ' I L.. Plan.) Details. ♦ Denotes Item I$ • Bid Deduct Alternate No. 2• See Appendix "B" ;t Contract Booklet D ...1.----;--o ,.,-..., --..... 1 ( ,.,- ( I \ I \ I ) I --.--( I _L..--~--, 40 0 40 ---- Scale: 1" = 40' 80 120 -----, CUP 02-23 / HOP 02-11 ;;;,:::i--1g91~,__ __ / ,.,,,. __ -0,Lyr-l __ _ ---;/----- Demolition/Removals -----f o, ----- §il ~ ~ 1§3 ~ ~ ~ Remove Existing Type B Inlet & 18" RCP Remove Existing Cocrete Wolk and Base Materials Sowcut and Remove Existing Concrete Street Curb To Accommodate Constructon for New PCC Drive Apron Remove Existing Wood Fence, Posts and Footers Cut and Remove Exislsng Bottlebrush Trees Remove Roots and Stumps Remove All Existing C.L. Fence, Posts and Footers Remove Existing Irrigation Lines, Save Meter Box See Also Irrigation Plans and Notes, Sheets L-1 & L-5 Notes: All tree and stump removals shall be field verified with City Authorized Representative prior to bidding on the project. Tree and stump removals shall be in accordance with Specification Section 02115. All existing trees to remain shall be protected and maintained In accordance with Specification Section 02115. Tree Boxing and Transplanting shall be in accordance with Specification Section ............. Transplant tree in location on site as directed by City Representative I I ..... I / / / / ----,,.---\ \ ./r'~ , ,,, GENERAL NOTES The Improvement Work shall be performed in accordance with the following documents current ot the time of construction, as directed by the City Engineer. 1. Carlsbad Municipal Code 2. City of Carlsbad Standards 3. Supplemental Provisions of this Constract. 4. The Standard Specification for Public Works Construction (Green Book) 5. Soils Report ( Geotechnlcal Report-Larwln Park) by Testing Engineers, San Diego Inc., Dated October 9, 2002. The Sen Diego Regional Standard Drawings and as may be modified by The City of Carlsbad Standards 7. City issued Conditional Use Penmit 02-23 and Hillside Development Permit 02-11 Dated, April 2, 2003 . 8. Contract Documents and Supplemental Provisions for City of Carlsbad Larwin Community Pork Contract No. 38561, Doted March 15, 2004 9. All Plans and Specifications herein. 10. The Construction Requirements For This Project Include o Project Mitigoton Monitoring and Reporting Program per CUP 02-23 and HDP 02-11. Use of construction equipment is Restricted During the Nesting Season for the California Gnatcotcher and may not be used from February 1 to September 15. All grading, trenching and paving operations shall not be performed during CA Gnotcother nesting season in accordance with the Mitigation Program. 11. Site Improvements also include installation of underground utilities See Sheets C-1 thru C-8 and specifications for site utility requirements. 12. Site Improvements also include complete lnstolltion of landscaping. See Sheets L-1 thru-L-5 and Specification Sections 02810 and 02900 for irrigation requirements. 13. Bidders shall field verify oil stump and tree removals in the field with Owner Representative prior to submitting bids. Bidders who fall to meet this requirement, will not be considered in the final selection for award of contract. ~ CITY OF CARLSBAD ~ l---+---1--------------+----t---t---t---""1 ~ RECREATION DEPARTMENT ~ :==::..=:=========-====; LARWIN PARK 1---+-+----------t---t----11---t---1 SITE IMPROVEMENTS /DEMOLITIO K. DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INl11AL DA TE INl11AL OlHER -"'PROVAL CITY APPROVAL PROJ CT NO. DRAWING NO., 38561 _ ' •. 1 j i I -- -··· 24'R '\ ··. r---X ' ' , -. . ' ◊, .... '\ X ~ ::=··. SEE SHEET cp FOR . '\ TIE POINT DEf-RIPTION / / X . / / . i i / / / : .. .. ' ' '\ .· '\ ' ' . X ' '\ ' ' ' . . -.· . ' ' '\ ' '57, X / ' . ;~~>/ . / / . . .. :--~: .·.··-ii:) '\ ' ii ; --. . . '\ '\ '\ ✓- / / / ·, ,r·-- I / I I I , • I'\ I , I . . -·- -~---;Ji: / DATE INITIAL ENGINEER or WORK DATE INITIAL REVISION DESCRIPTION OTI-IER APPROVAL DAT£ SEE SHEET L-3 FOR IRRIGATION NOTES AND LEGEND bSHE1ol CITY OF CARLSBAD SHEETS C-13 RECREATION DEPARTMENT LARWIN PARK LAYOUT PLAN 7kr:$ DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: CITY APPROVAL RVW!l BY: 38561-A 410-8A rJJ. t:l =~ trjo trj • ""'3 ,I:;,,. (1 ~ I I i,,-o QO 0 > TYPICAL PICNIC PAD LAYOUT ' i -rv - NOTE: ALL CONCRETE PICNIC PADS TO BE EXPOSED AGGREGATE FINISH. / . / / ~ ( ( \ I I \ ', ,/) ...... ...._, / "'-._/ \ '- < "\\' \ \ \ \ \ .. \ \ \ ,)0 \ \ <' ,,'),, \ \ ." ' 1/ \_ \_ \ " \ \ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 20 0 20 40 60 Scale: 1" = 20' ~ CITY OF CARLSBAD SHElTS C-13 1 RECREATION DEPARTMENT 00. ~ LARWIN PARK =~ ~~ LAYOUT PLAN ~ ...... /, ? n~ DATE I I DWN BY: PROJECT NO. DRAWING NO. ~ ~ DATE INITIAL CHKD BY: 410-BA ~> 38561-A CITY APPROVAL RVWD BY: T ! SKY BLUE STANDARD COLOR H20 ROYAL BLUE STANDARD COLOR H11 BROWN STANDARD COLOR H64 ROYAL BLUE STAN DARO COLOR H 11 SKY BLUE STANDARD COLOR H20 BROWN STANDARD COLOR H64 SKY BLUE STANDARD COLOR H20 PLAY SURFACE PATTERN PLAN 5-12 YR. OLDS SCALE: 1" = 1 O' NOTE: ALL COLORS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS SEE SPECIFICATION SECTION 02795FOR INSTALLATION REQUIREMENTS AND DETAIL P-2 THIS SHEET. 32' -9" FALL ZONE LIMITS (TYP.) E INLET RESILIENT RUBBERIZED SURrACIIIG SEE PLAY SURFACE PATTERN PLANSTHIS SHEET FOR COLOR PATTERNS FOR PLAY SURFACING SPECIAL TY PAVEMENT AREA PLANTER SEE DETAIL THIS SHEET FOR l'IPICAL PAVEMENT DEEP EDGE AT PLAY ARE'AS PLAY EQUIPMENT 5-12 YEAR OLDS PERIMETER WALK 111• -- CUP 02-23 / HOP 02-11 PLAY AREA NOTES 1. Related work see also: Grading Plans, Sheets C-2 thru C-6 Construction Details, Sheet C-13 2. See Specification 02881 for Ploy Equipment installation requirements. 3. See Specification 02795 for Play Area Surfacing installation requirements. 4. Contractor shall field verify ploy area layouts and play equipment latout, with Owner Representative including locations for fall zones, prior to ordering ploy equipment. 5. Contractor shell obtain shop drawings from play equipment manufacturer for ell play equipment end submit to Owner Representative for approval prior to installing, 6. Contractor shall locate all underground utilities and drainage structures prior to construction operations for all play areas. 7. Resilient rubberized ploy surfacing shall be crowned at center of ploy 9rea cl 1%. Play surface finish grade shall be flush with walk grade ct all edges where ploy surfacing meets concrete walk edge, See Detail P-2 below. ' 8. i , VERIFY LOCATION IN THE FIELD WITH OWNER OWNER REPRESENTATIVE FOR BENCH LOCATIONS. 52' -9" NOTES: P-1 •REFER TO GRADING & DRAINAGE PLANS SHEETS C-2 THRU c-e FOR PLAY SURFACE FINISH GRADES. •REFER TO GRADING & DRAINAGE PLANS SHEETS C-2 THRU c-e FOR INLET SIZE, TYPE AND LOCATIONS. • GLUE ALL PIPE FITTINGS UNLESS OTHERWISE NOTED 1'11TH A SOLVENT TYPE GLUE AS RECOMMENDED BY GLUE MANUJFACTURER FOR THE SIZE AND TYPE OF' PIPE/FITTING BEING USED. TYPICAL· SQ. PLASTIC GRATE PER SPECIFICATIONS GRATE ADAPTER PER PLAN HUB ADAPTER AS REQUIRED JI;;.;"----TIE RISER PIPE INTO MAIN DRAIN LINE USING 45' ELLS, 90' SWEEP PLAY AREA DRAINAGE INLET NOTES: •REFER TO CONSTRUCTION PLANS FOR CONCRETE PA"1NO COLOR ANO FINISH. •REFER TO PLAYGROUND SURFACE PATTERN PLAN THIS SHEET FOR PLAY SURF ACING AND COLOR. • STONE BASE TO SLOPE ,005ll TOWARDS INLET AT CENTER OF PLAY AREAS • RUBBER SURFACING DEPTH VARIES DUE TO FINISH G~ADE OF BASE MATERIALS 1-----------621 -5 "----------l ERS The play components identified on this plan are IPEMA certified. The use and layout of these components conform to the requirements of ASTM F1487. 1------3 6 I -6 "--------1 PLAY EQUIPMENT 2-5 YEAR OLDS 2-5 YEARS TOTAL ELEVATED PLAY COMPONENTS 8 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 8 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 5 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 4 5-12 YEARS TOTAL ELEVATED PLAY COMPONENTS 15 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 9 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 13 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 9 REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REOUIRED REQUIRED REQUIRED 0 4 3 3 0 B 5 3 SKY BLUE BROWN STANDARD COLOR H64 STANDARD COLOR H20 ROYAL BLUE STANDARD COLOR H11 BROWN STANDARD COLOR H64 ROYAL BLUE STANDARD COLOR HI 1 PLAY SURFACE PATTERN PLAN 2-5 YR. OLDS SCALE: 1" -10' NOTE: ALL COLORS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS SEE SPECIFICATION SECTION 02795 FOR INSTALLATION REQUIREMENTS AND DETAIL P-2 THIS SHEET. SEE DET/>JL THIS SHEET FOR TYPICAL PLAY AREA DRAINAGE INLET SCALE IN FEET: 10' 20' 4"STONE BASE--------~ POURED RUBBER BASE---------.. MATERIAL " -------:-:---,.) 'I " P-2 TYPICAL PAVEMENT DEEP EDGE AT PLAY AREAS l}HEIT] CITY OF ARLSBAD SHEETS 1----4--~--------------1---4---+--+----t ~~=:::::::2:.:::=:::::R::E:::C:::RE:::A::::T:::IO::::N:::::D:::EP:::A:::R::TM::E::N::T==:.:::C=1=3~ DA TE INITIAL DA 1E INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LARWIN PARK PLAY AREA ENLARGEMENT PARK DEV. MANAG OWN Y: __ _ CHKD BY: __ _ RVWD BY: K A. STEYAERT EXP, 4 30 05 PROJECT NO. 38561-,",. DRAWING N 410-BA 1/2" TOOLED RADIUS (TYP.) 8" . 4· L l s· t CONCRETE MOW STRIP 3000 PSI CONCRETE FINISH GRADE 1" TURF 2" GROUNDCOVER ~--13 REBAR CENTERED CONTINUOUS ..,_---90X COMPACTED SUBGRADE /A'\A .._,;;C::,;;::O~N..;;;C.;...:..R E:::..T.:..:::E~M=O=W_C:::::..:U=R..:..::B:::..-____ _ \J SCALE: NONE f---26·+1-~-I ,,-:!:'.~~Kl'l::~~---~__. .. 4:i. :~::'.·::'.:::}~ i;)};,: ~\::'.:' {'. 1 e'X e• .DEl"IH PE11f0M1ED DftAINAOE UN£-SU: Na!ES SLOPE .8ll IBff P! WCFBtsUT WN I NOIES• 32'+/- • (X) - Will.I. CAP IEE SPEC'S 4 1. SEAT WALL TO BE 1 a" ABOVE FINISH CRACE OF SPECIALTY F'AVEO AR£.\. SEE GRADING PLAN FOR TREE PLANTER/SEAT WALL ELEVATIONS. 2, WATERPROOF WHERE BACK FILL OCCURS ONLY. SEE SPECS FOR WATER PROOFING, 3. SEE SPECIFICATION 02900 FOR PLANTING Ml)( BACKFILL SPECIFICATION ANO PLANllNO DETAIL FOR 30' BOX SIZE OR GREATER TREES, SHEET LP-3 4. PVC DRAINAGE LINES EXTEND FROM STONE BACKFILL AREA IIEHIND PLANTER WAU. TO DRAINAGE INLETS WITHIN PLANTER AR£.\. SEE GRADING PLAN FOR PERFORATED PIPE LOCATIONS. 15, PROVIDE 18' x 18' STONE BACKFILL BEHIND WAU.. ©.._..:..TR:..:..:E=E......_PL=A-"-N.:...:.T=ER.........,/__,;:;;.SE=A...:...;T'---'-'-W.:...:.AL=L=----- scALE: NONE l-,_16" + ;;_· -· 1 STON'E VENEER WALL CAP ~I -:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:::;;j·t :~-----. SEE SPECIFICATIONS -----<-1 0 6'' #4 REBAR @36" O.C. /3" X 16" CONCRETE BLOCK FILL WITH CONCRETE ~-STONE VENEER SEE SPECIFCATIONS ~-15" . ~·ll"la'll' I-E'f1'~",f, 49u LIGHT BROOM FINISH----. VARIE NOTES: --'-4 x 4 W.W.M. 1" MIN. t7.VER tOX COMPACTED SUBGRADE A. COMPACTION, REINGORCING ANO lHICKNESS INDICATED FOR BID PURPOSES ONLY. ULTIMATE COMPACTION IS TO BE VERIFIED Willi F1NAL SOILS ENGINEER'S REPORT. B. REFER TO SPECIAL TY CONCRETE SPECIF1CA TIONS AND SITE IMPROVMENT PLAN FOR COLOR ANO FINISH SCHEDULE FOR SPECIAL TY PAVEMENT AREAS. B. REFER TO JOINTS DETAIL lHIS SHEET FOR PAVEMENT JOINTING REQUIREMENTS. ®--=-C-"'-'ON~C=-R..:..:E'-"-TE=--.....P...:..;A:...:..V=:.EM..:..::E=-N ..... T ____ _ SCALE: NONE CULTIJRID ffllNI: 1/!Nl!III SEE SPEC'S C0NSTIW0110N JOIN!'-l'ULL D!PIH S!E SPECS F1NSH G!Wl£-SPl!OtALTY PA'IEMENT 4• SPEClill.TY l'AVDEIII' f4 -(CON11NUOUS) • A, CONTROL JOINT .. .,.. .' 2) . ,,. ' .... ' . . e. COLD JOINT · O. SAWCUT JOINT £. i:XPMISION JOINT' NO st!~ Notes : Park Name: Lettering: Hidden Canyon Community Park Material -Heavy Aluminum Letter Height-15" Letter Style -Helvetica Color-Dark Brown • '° I ~ ,..., • IC • T I' • <O I . ~ 1()" Dia. :, . . ' .. '" ~ ',' ...... ' '. : .. ·, ' . ,. ' ,"\ .. , . ,,, '.,,? ·:' -:. w, .. • ·,.:?,: , ; .. \.~. ,., . ~·~ ~ '· ... . ·-'' -' . .. . ..... " .. >'\ •I • ., ., ,, •'• ••., • ' I,\ ' ••• • • ' .. ,. .. .. ~., . ' ·. -.; . .:-.. :.,.: . ''•\ ... . .. , ' ,. ·.: _.i-_( ..... ,· ... •f.' ';i,,, ~ . " 4::-:./ .. , .. ·: '" ·~· . ., .... ~l.D<.-~ ,;.~' ., ... ·: ',, . .I . . -.. ... ~ "' ..... , \~. •,, 2 1/4" o.d. •·-sleeve INSTALL IN TW0-2" LIFTS COMPACT BETWEEN LIFTS IN ACCORDANCE Willi SPECIFICATIONS NOTES: 4" CUP 02-23 / HOP 02-11 • TWO 114" REDWOOD BOARD$ OR EQUAL PRESSURE TREATED LUMBER ON BOlH SIDES OF TRAIL PRESSURE TREATED DOUGLAS FIR STAKE O 8' O.C. FINISH GRADE PLANTING AREA SHALL BE 1" BELOW HEADER BOARD A. SPLICES TO BE 1X4 REDWOOD, 8' O.C. TYPICAL B. NAILS TO BE GALV. COMMON NAILS -NAIL AS REQUIRED FOR SOLID INSTALLATION. C. HEAOERBOAROS SHALL BE LAID TRUE TO LINE AND GRADE 0. ON TURNS AND CURVES, TWO 1/4 " X 4" LAMINATED BOARDS IN PLACE OF 2X4 SHALL BE USED. (1<.EDv-la:>D) E. TRAIL WIDlH TO BE 6' UNLESS SPECIFIED OTHERWISE. . . F. SEE ALSO SPECIFICATIONS SECTION ___ FOR INSTALLATION REQUIREMENTS G. DECOMPOSED GRANITE Willi STABILIZER SHALL BE BUFF OR TAN. SUBMIT SAMPLE TO OWNER FOR APPROVAL D LEGEND: 1. l/4"AADIUSEDGE 2. PAVING FINISH SURFACE PER PLAN 3. JOINT FILLER PER SPECIFICATIONS 4, BACKER ROD PEA SPECIFICATIONS 5. 1WO.PAAT POLYURETHANE SEALANT PEA SPECIFICATIONS 6. 1tr CIA. X 12• LONG SMOml-1 A~ GREA.'13ED NOTES: A. LOCAn JOINTS ~l!l'I s,1c11'JCATJONS UNLESS OTHERWISE INDICATED ON PLAN 11. SEALANT COLOl'l TO ~TCH ADJACENT PAVING C. NA'TUW. COl.OFI CONCflE'IE WAU<S TO R:ECflVE J:lM'S E & A l'tAZA PAVNG NO COI..Cff[) WALKS TO RECEIVE JONTS B & D .s! c:, •· 0 I - F. 0 i5 • a, PLAN VIEW DECOMPOSED GRANITE TRAIL SCALE: NONE f 18" .BACK SIDE BENCH FRONT SI.DE NOTES: PLAN VIEW PAWMENT EOOE 8' PRECAST CONCRETE BENCH SEE SPEC SECTION 02870 PAVEMENT EDGE 1. F1ELO VERIFY PLACEMENT OF BENCHES WITH OWNER REPRESENTATIVE PRIOR TO INSTALLATION 2. SEE SPEC SECTION 02870-SITE FURNISHINGS FOR ADHESIVE REQUIREMENTS @) CONCRETE BENCH PLACEMENT G-------scALE, NONE 4' 4" DIAMETER ROUND DOUGLAS '111 POST W/BEVELEO TOP (45 DEGREE) 3" DIA. ROUND PRESSURE lREATEO WOOD RAIL FINISH GRADE CONCRETE FOOTING ( 1 o• MIN. WIOlli) lJ~=====~i:1--3/8" MORTAR Finish -Powder Coat Gloss scratch resistant coating ,.._ Gol\lOnized interlock fng FINISH 9RADE ill 6' .. 3000 PSI CONCRETE -!=!fjj!e!iJ---.t= •. 4 WmlJJii • . · · 4 28 11 JOINT (lYP.) • Prior to ordering lettering for the park identmcatlon sign, Contractor shall coordinate with Owner Representative and provide shop drawings for final approval. Shop Drawings shall include lettering type indicated and shall also show detailed letter placement (d1mens1ons and spacing) based on conceptual information provided in this detail . 0 STONE VENEER MONUMENT SIGN . . .' . f-------'--------'----=---~~- N. T. S. · devices ._ ___ 2 1/2" Die •. ..,,...,... 3" o.d .. sleeve · ELEVATION 0 i-:-R-=E;.;.;.:M..;:;..O..:..:.V A~B::-=L=-E -=B:...=0-=LL::.:...A.;.;_;R~D- sCALE, NONE NOTE: REMOVABLE BOLLARD TO BE QUICKCRETE MODEL NO. QR-8B-C2-T2 @1--~-~-~-~-0N-:_o;.._L_E_F_E_N_C_E _______ _ [}H@ CITY OF CARLSBAD SHEETS l---+---l---------------.~--4----1---4----1 ~ RECREATION DEPARTMENT C-13 ::==::.:===:::::::::::::::'::::::=::::==:::::==:==~~ DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LARWIN PARK CONSTRUCTION DETAILS PARK DEV. MANA DWN BY: __ _ CHKO BY: __ _ RVWD BY: PROJECT NO. 38561-A DRAWING NO. 410-BA SYMBOL LIST ~ FIX11JRE TYPE AND WATTAGE PER FIX11JRE LIST. TYPICAL FOR ROOM INDICATED UNLESS OTHERWISE NOTED. j ,, i SURFACE MOUNTED, FLUORESCENT FIX11JRE t--0---t SURFACE OR PENDANT MOUNTED FLUORESCENT STRIP LIGHTING FIX11JRE, AS NOTED ON FIX11JRE SCHEDULE. ROUND RECESSED MOUNTED, FLUORESCENT 0 WALL MOUNTED FLUORESCENT OR HID LIGHTING FIXTURE ):( BOLLARD FIX11JRE. IE) WALL MOUNTED OCCUPANCY SENSOR. !In DUPLEX RECEPTACLE, MOUNTED AT +15" U.O.N. m DUPLEX RECEPTACLE, GFI PROTECTION AT +15" U.O.N. • DOUBLE DUPLEX RECEPTACLE, MOUNTED AT +15" U.O.N. 'S2 TELEPHONE/DATA OUTLET, WALL MOUNTED AT +15" U.O.N. TELEPHONE BACKBOARD (TBB) ...... SURFACE MOUNTED PANELBOARO. @ CODE SIZE JUNCTION BOX. (A2C) MECHANICAL EQUIPMENT REFERENCE. {TYPICAL) $ 3/4" X 10'-0" COPPER CLAD GROUND ROD, U.O.N. CONDUIT CONCEALED IN WALL OR CEILING SPACE. ----CONDUIT CONCEALED UNDERFLOOR SLAB OR UNDERGROUND. A-1 3 J • HOMERUN TO INDICATED PANELBOARD {"A"). NUMBERS (1,3) INDICATE BRANCH CIRCUIT NUMBERS. ' 3/4"-3#8+1#10 EG INDICATES 3/4" CONDUIT WITH 3 NUMBER 8 CONDUCTORS + 1 NUMBER 10 EQUIPMENT GROUND. (TYPICAL) .. 3/4" CONDUIT WITH 2fl2 CONDUCTORS .. PLUS 1f12 EQUIPMENT GROUNDING CONDUCTOR . ® KILOWATT HOUR METER. I DISCONNECT S\111TCH. .) LOW VOLTAGE CIRCUIT BREAKER. • El FUSE, SIZE AND TYPE AS NOTED. ..b GROUND CONNECTION. -? SWITCH SIZE 60;~ NO. OF PDL£S 30tL © @ FUSE SIZE ELECTRICAL NOTE REFERENCE. (TYPICAL) INDICATES DETAIL "1" ON SHEET E-6 {TYPICAL) I I ABBREVIATIONS LIST FIXTURE TYPE A, AMP AMPERE AFF ABOVE FINISHED FLOOR 0 AIC AMPERE INTERRUPTING CAPACITY C CONDUIT ® c.o. CONDUIT ONLY DWG DRAWING EA. EACH © EG EQUIPMENT GROUND HPF HIGH POWER FACTOR ® HPS HIGH PRESSURE SODIUM ' ' . . NEC NATIONAL ELECTRIC CODE oc ON CENTER POC POINT OF CONNECTION TYP TYPICAL U/G UNDERGROUND U.O.N. UNLESS OTHERWISE NOTED WP WEATHERPROOF +48" MOUNTING HEIGHT ABOVE FINISHED FLOOR {TYPICAL) GENERAL NOTES 1. ALL WORK SHALL BE IN COMPLIANCE WITH THE LA TEST EDITION OF NFPA-70 {NEC) AND WHERE APPLICABLE AS AMENDED BY LOCAL ORDINANCES AND CODES OF GOVERNING MUNICIPALITIES. 2. ALL ELECTRICAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS AND ALL OTHER RELATED CONTRACT DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND EXTENT OF ALL EXISTING UTILITIES, OBSTRUCTIONS AND /OR OTHER CONDITIONS WHICH MAY EFFECT THE PROPOSED WORK UNDER niE PROJECT. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PREVENT DAMAGE TO EXISTING WORK. ANY DAMAGE TO EXISTING UTILITIES OR STRUC11JRES DURING CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED IN ACCORDANCE WITH THE OWNERS DIRECTION AT THE CONTRACTOR'S EXPENSE. 4. SYSTEM AND EQUIPMENT GROUNDING SHALL BE AS REQUIRED BY TI-iE N.E.C • 5. ALL FEEDERS ANO BRANCH CIRCUITS SHALL HAVE A 100'1: RATED INSULATED EQUIPMENT GROUND CONDUCTOR INCLUDED 'MTH THE PHASE/NEUTRAL CONDUCTORS. 6. ALL CIRCUIT PROTECTIVE DE"1CES SHALL HA VE THE REQUIRED RATINGS AND INTERRUPTING CAPACITY EQUAL TO OR GREATER THAN THE AVAILABLE SHORT CIRCUIT CURRENT AT ITS SUPPLY TERMINAL. MINIMUM INTERRUPTING CAPACITY SHALL BE 10,000 AMPS. 7. ELECTRICAL CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANY TRENCHING INSPECTOR BEFORE OPENING OR CLOSING ANY TRENCHING ASSOCIATED WITH BUILDING ELECTRICAL. SERVICES. 8. ALL CONDUITS SHALL BE A MINIMUM OF 3/4", UNLESS SPECIFICALLY STATED OTHERWISE. 9. ALL WIRING SHALL BE COPPER, PER SPECIFICATIONS, REGARDLESS OF APPLICATION. NO ALUMINUM WIRING SHALL BE USED. 10. FIELD VERIFY EXISTING CONDITION? AND ADVISE ARCHITECT OF ANY DISCREPANOES OR DE"1ATIONS BETWEEN PLANS AND AC11JAL CONDITIONS PRIOR TO SUBMITTING BID. ' . I I LIGHTING FIXTURE SCHEDULE . EQUIVALENT LAMPS FIXTURE MANUFACTURER MANUFACTURER BALLAST AND SUBJECT TO TOTAL MOUNTINO DESCRIPTION CATALOG NUMBER APPROVAL OF QTY. TYPE WATTS COLOR INPUT INPUT TYPE . SHOP DRAWINGS TEMP. VOLTS WATTS LITI-iONIA DAY-BRITE COLUMBIA 2 T-8 32 3500' 120 62 El.£C1RONIC PENDANT HEAVY DUTY 4' -o· INDUSTRIAL FLUORESCENT WITH 1 o,r; UPLIGHT, AND WIRE GUARD. AF10-232-120V-GEB10-HC36-WGAF METALUX LITHONIA DAY-BRITE LB-232-120V-GEB10 COLUMBIA 2 T-8 32 3500" 120 62 a.EClROIIIC SURFACE 10" WIDE 4' -o• FLUORESCENT WITI-i WRAP AROUND ACRYLIC DIFFUSER. METALUX KENALL ANY TRUE CFL 32 MR13EL-P-DB-32P /1-120V EQUAL 1 3500' 120 36 HPF SURFACE 13" DIAMETER EYELID STYLE 0/D SECURITY LIGHT WITH LIFETIME GUARANTEE. QUICK CRETE PRODUCTS CORP. NONE 1 HPS 100 208 125 HPF GRADE CAST CONCRETE BOLLARD 11" DIAMETER ANO 42" HIGH, WITH ROUNDED TOP CAP. QR-1BLB-100HPS-208V. ACCEPTABLE - FIXTURE NOTES NOTE CD CATALOG NUMBERS ARE BASED ON VENDOR INFORMATION, ALL LAMPS SHALL BE MANUFAC11JRED BY G.E. ONLY. WHERE SALES LITERA11JRE AND PHOTO METRIC DATA ON HAND AT AVAILABLE, ALL FLUORESCENT LAMPS SHALL BE OF THE TYPE TIME OF PROJECT DESIGN BY 11JRPIN & RATTAN AND ARE THAT PERMITS NONHAZARDOUS DISPOSAL. ALL LAMPS {INCLUDING INTENDED TO CONVEY THE FEA11JRES/PERFORMANCE SPARES) OF EACH TYPE, STYLE AND WATTAGE SHALL BE FROM REQUIRED. EACH FIXTURE MUST BE PR0"1DED COMPLETE WITH ONE {1) SINGLE MANUFACTURING BATCH TO ENSURE UNIFORM ALL FITTINGS AS APPROPRIATE FOR PROPER MOUNTING AT "1SUAL APPEARANCE WHEN ENERGIZED. LAMPS DIFFERING IN "1SUAL THE LOCATION INDICATED. SUBMITTALS BY THE CONTRACTOR APPEARANCE WITH REGARD TO COLOR TEMPERATURE SHALL BE FOR APPROVAL ARE REQUIRED PER THE SPECIFICATIONS. REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO TI-iE OWNER. ® MOUNTING SHALL INCLUDE CONCEALED SOLID BLOCKING FOR FIX11JRES MOUNTED IN/ON WALLS AND CEILINGS EXCEPT AT SUSPENDED CEILINGS WHERE SEISMIC ANCHORING AND/OR RESTRAINT SHALL BE PROVIDED. PENDANT AND CABLE NOTE SUSPENDED FIXTURES SHALL BE INSTALLED IN COMPLIANCE WITI-i SECTION 2-2312 OF THE STATE BUILDING CODE (PART 2, TITLE 24). BUILDING IS NOT CONDITIONED SO NO TITLE 24 CALCULATIONS ARE NECESSARY. I 'I ! . MOUNTING: SURFACE PORTABLE MAIN: 100AL3P BKR ENTER CABINET AT: BOTTOM PANEL 'RB' TYPE: BOLT-ON VOLTAGE: 120 L240V. 11• 3W BUSSING: 100 _ AMP_ AIC: 30 K ~ VOLT-AMPERES L R M Bl<R. BKR. M R L VOLT-AMPERES LOCATION T E I Q If • I E T LOCATION •A •B G C s A B II s C G •A ,e p p INlERIOR LIGHTS 744 12 20 1 ,~ 2 1 20 1 696 EXHAUST FAN A • EXlERIOR LIGHTS 600 2 3 20 1 3 ~ 4 1 20 1 180 STORAGE WOMANS 180 1 20 1 5 ~ 8 1 20 1 180 a.EClRICAL MENS 180 1 20 1 7 ~ 8 2 20 20 1250 SITE LIGHTS • UlLITY ROOM 180 1 20 1 a ~ 10 --1250 -~·· .,. ---.. -- TB8 360 2 20 1 11 ---12 2 20 19 1188 SITE LIGHTS • SPARE . 20 1 13 ~ 14 --1188 - SPARE . 20 1 15 i... 18 2 20 19 1188 SllE LIGHTS • ;,~ ~N~N<~.,~o, 1 IN~. & SPARE 20 1 17 ~ 18 --1188 -i\ltES,o/~ RATTAN SPARE 20 1 19 ~ 20 1 20 1 SClJLPl\lRE LIGHTS • ~/ ~RC', '-..C:: SPARE . 20 1 21 i... 22 --SPACE /:i); ~ 11! CCNBULTINCI EL.&:C.:TflillCAL ENOllNl!:11!:flilB SPARE 20 1 23 ~ 2, --SPACE '2,,.,-$2 µ Z'. 4719 PALM AVENUE G r'7 -.... I~ Exp. I~ 4 5;; SUBTOTAL 1104 1140 4502 3806 SUBTOTAL LA MESA, CA 91941·5221 *~ 9'rcrn1\.~ ~,: 619 / 4156 / 6224 FAX 41515 / 6233 TOTAL VOLT-AMPERES/PHASE •A• 5606 VA •B• 4946 VA E-MAIL! ENr!IINEER@TFU!:11110.COM TOTAL PANEL VOLT-AMPERES: 10552 VA+ LCL 2638 VA• 13190 " or c~~ \\~ TREI # S0202:3 VA AMPS• 55 . 0,HIR;u::L 06/02/0:3 • 11:05AM [3~\02\B02023A\ADA □PRO.J\ACA.D\B0230 100. CWlll PROVIDE PANEL WITH 100'1: RA TED NEUTRAL AND GROUND SUSSES. I * SWITCH "1A ASTRONOMIC TIME CLOCK. SEE DETAIL 2/E5. ARCHITECT SEAL ''""""'""" N T D A SEE NOTE 2 ON DRAWING E3 FOR SPECIFIC SWITCHING OF EXHAUST FAN. ,,,,," 'O A Ff''',,, 't;JI;· }<., <'' !::; f " .. -.:-ti/ ~ -1 ~ ;N .c 4:/ j ..,.,, ~ ~ A 1111 C II I T E C 1 s 0 ~i \,,:-.,;!!!__ g <:J'. 11-"''/ ,,,/t Or CAL\~O ,,,,,,,' 4719 Vie-wridge Ave., Suite 200 San Diego, CA 92123 1,,,.,,i,r,/rJl11\I"""'"\ Glendoro • Son Diego • Auburn I SE1T I CITY OF CARLSBAD lliJ RECREATION DEPARTMENT ' LARWIN PARK SYMBOL LIST AND LIGHT FIXTURE AeP~<?~~ ~.0 ,L rt ~w ✓':;:" . .., v ,~v"'"'I/ PARK DEVELOPMENT MANAGER ' · D TE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: 38561-A 41,0·8A ENQNEER OF WORK OTHER APPROVAL CITY APPROVAL RVY.O BY: NORTH SITE PLAN SCALE: 1 "=30' -0" CD DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION NOTES CD SDG&E APPROVED METER PEDESTAL BY CONTRACTOR. LOCATE NEXT TO EXISTING VAL VE BOX. Q) PROVIOE WP JUNCTION BOX SET FLUSH WITH FINISHED GRADE FOR FUTURE CONNECTIONS TO SCULPTURE LIGHTS. SAFE-OFF CONDUCTORS IN JUNCTION BOX ANO PROVIDE TAMPER-PROOF SCREWS ON COVER PLATE. {TYPICAL AT TWO LOCATIONS) (1) 2·c.o. SECONDARY CONDUIT ROUTED 24" BELOW FINISHED GRADE FROM METER PEDESTAL TO PANELBOARD IN ELECTRICAL ROOM. G) SET B~CK BOLLARDS 3'-o• FROM BACK OF CURB. {TYPICAL FOR 4). @ (1) 2·c.o. ROUTED 24" BELOW FINISHED GRADE FROM EQUIPMENT BACKBOARD IN UTILITY ROOM TO PAC BELL POC IN STREET. COORDINATE WORK WITH PAC BELL. DA TE INITIAi. DA TE INITIAi. D1HER APl'ROVAL QlY APPROVAL I . □ONIIULTINGI ELl!tCTFl!ICAL ENl!IINl:l!:JIIII 47 t -1 PALM AVENUE LA MESA, C:A 91941-52:21 61 g / 466 / 6224 f.AX 466 / 8233 E-MAIL: ENGINll:11:Pl@TFl!ll:l■C.COM TREI # 802023 0.HIIIIZEL 0~/02/03 -11:05AM 13: \02\ 6 □ Z023A \AC:AP PRO J \Al::AD\BO :Z 30 200, DWIJ ARCHITECT NTD ARCHITECTS 4719 Viewridge Ave,, Suite 200 San Diego, CA 92123 Glendora • San Diego e Auburn G) ® ' 0 © ® ® (s) T ' I ' I ! - RB-~ ENTRY - -!---~ I 0 \ © ' \ lrL-____ 1 -tt--'-----1 II oc•; ' 10 T ('r's [0 I ~ u :t - - I --++--· ;;I"\ I., o I "'""' 0 I t UTILITY, I I A103 I I • ,✓,,.,----✓ \ -,_.~-... l,@ [p .... +9'-0" ~ +7'-0" AFG (TYPICAL OF" 2) I oc :c v //.,-- ! -- " MEN'S I Al02 I f +9'-0' I /,,----1 1 • !ELECT.RICA 1 1· I [AI@-J / +8'-0, -- L--,--,--,-,-,1§-.__§i-''i=i(=~=-~="-j ~-=) ._ RB-1 ~ ~ :-7rrn:c : 1 1 l , 1 , I L_--"=_-______ -----~~~~~' as_,__,e_-~1':;_a.~,1-~1-'--_;--~-'-1--''::_1-::_-::_-__J ,--__ (---\ L----'----'----'----'---L ----------\\ j ~--------------\.~) "'-....... .__ NOTES S'MTCH RESTROOM BUILDING EXTERIOR LIGHTS VIA A TIMECLOCK INSTALLED ON WALL Of ELECTRICAL ROOM. TIMECLOCK SHALL BE ASTRONOMIC, 'MTH 16 HOUR RESERVE POYER AND SKIP-A-DAY FEATURES. SET TO TURN LIGHTS ON FROM DUSK UNTIL MIDNIGHT DAILY. TIMECLOCK SHALL BE A PARAGON. CONNECT EXHAUST FAN SUCH THAT LIGHTS IN EITHER RESTROOM OR THE UTILITY ROOM TURN THIS FAN ON VIA 20 AMP CONTACTORS. SEE DETAIL 3/E5. CONNECT FAN TO CIRCUIT RB-2. ROUTED 24" BELOW FINISHED GRADE TO PAC BELL POC IN STREET. PROVIDE (1) 2"C.O. ROUTED BELOW GRADE TO NEW SDG&E METER PEDESTAL. FOR CONTINUATION SEE SITE PLAN. PROVIDE PERMANENT LABEL ON EXTERIOR OF" DOOR TO READ "BUILDING DISCONNECT INSIDE". KEY DOOR TO SDG&E STANDARDS. PROVIDE STAINLESS STEEL GASKETTED COVERPLA TES FOR 8011-1 DEVICES. ATTACH 'MTH TAMPER-PROOF SCREWS. BOTH DEVICES SHALL BE FLUSH MOUNTED. L __ _ er r:1' L .. 7 II WOMEN'S I AIOI I + " I I I I 1 3/4" c.o. BACK TO 'TBB' r I I 0 1// // // / /,/_,/ ~ -- -- ~ [ MEN'S @ii~] [ ! RB-7 ------- 'TBB' . ,- +84" RB-9 - UT!UTY I{® (Er➔ ---, [p (/,-- e--------H PANEL 'RB'~ I ) STORAGE I A104 I +8'-0N ELECTRICAL I Al05 I +8'-0' (E, '--.__j I ' I ' I ' I ' ! ' . ., © r I I I -L I I I ~/ - ,,,. / --- RB-6 CONSUL-TINO ELll:CTPIIC•L EM•INICl!:PI.S 4719 PALM AVENUE LA MEBA, CA 91 Q41 ·5221 e, 19 / 4156 / 6224 ll"AX 466 / f.23:3 £·MAIL: litNC.INEElll@TPIICl■D.COM TFIEI # S02023 0.HIIUIU .. 06/02/03 · 11:06AM 13:\D:.3\S02023A\ACADPROJ\ACA0\902303CIO.owt11 ARCHITECT NTD AIICll!TEClS 4719 Viewridge Ave., Suite 200 Son Diego, CA 92123 Glendora • San Diego • Auburn l---+-+------------1----1--~--1----I I EST. I CITY OF CARLSBAD ~ ~~::::!.!::::::=:::R::ECR:::::E::A::11:::0N:::::D::EP:::A:::R::TIM::EN::::::T:=:=~LJ;Q_j:::::=:::::;- DA 1E INITIAL ENGINEER CF WORK REVISION DESCRIPTION LAR WIN PARK BUILDING PLANS APPROVED _ _ -, , · .-. .,,,. ; . .,. ' ff ' :l£ '··( ,1·· /·.,., ,,.>'-..,. .· -.-..... "'"'''.c...iJ>fi.J·-............ ...:u. ~ .................. _;_ ___ , .... ....., .............. _ PARK DEVELOPMENT MANAGER DATE 0A1E 1N111AL 0A1E INITIAL :oWN BY: I l--".:=:.....1..::.:.:.::.::.+-'=:......,c=:.::.::--l CHKD BY: ---1 OlHER APPROVAL QTY APPROVAL RVV.0 BY: . PROJECT NO. 38561-,A,.. I DRAWING NO. 410-8A I '~ I CONCRETE SLAB SUB GRADE FOURPLEX RECEPTACLE PER POWER PLAN AT +84" A.F.F. SECURELY FASTEN TO WALL USING EXPANSION ANCHORS FINISHEO FLOOR FIREPROOFED a·-o• X 3/+" THICK PL YWOOO BACKBOARD. LENGTH AS SHOWN ON THE RESPECTIVE BUILDING PLANS. 0 0 0 0 0 0 0 1 #2/0 B.C. ROUTED BELOW GRADE BACK TO MAIN SWITCHBOARD GROUND BUS. __ G_.__...., 3/+" DIAMETER X 10'-10" LONG COPPER CLAD STEEL GROUND ROD INSTALLED 3' FROM WALL. TELEPHONE BACKBOARD INSTALLATION 1 NO SCALE E+ THREADED COUPLING SET FLUSH WITH FINISHED FLOOR THREADED COUPLING SET FLUSH WITH FINISHED FLOOR CAN BE SCHEDULE 40 PVC~ <I .c'.l ·4 <I CAN BE SCHEDULE 40 PVC { 3) ANOIOR BOLTS BY BOLLARD MANUFACTURER. 30" 4 <I . <I 4 <I. .c'.l 4 <I . .c'.l <I <J .4 4 <I J_ 3" <J 4· <I .1 I ,s.. I 1----DIAMETER -----1 CONCRETE SLAB .<J 4.c'.J . PVC COATED RGS ELBOW <I .c'.l 4 PVC SCHEDULE 40 - </ 4 CONCRETE SLAB BELOW GRADE CONDUIT INSTALLATION 3 NO SCALE E4 CONCRETE BOLLARD FIXTURE TYPE 'D' (3)2" DIAMETER 5' DEEP GROUT POCKETS. USE EPOXY TYPE NON-SHRINK GROUT. 24" MIN. CONDUIT /WIRE PER SITE PLAN. {DIRECT BURIED PVC SCH 40) 3000# POURED IN PLACE CONCRETE BASE. TOP OF BASE SHALL BE FLUSH Yi1 TH FINISHED GRADE. BOLLARD ANCHOR DETAIL NO SCALE PVC COATED RGS ELBOW L TG. PNL. LA I 1 ST FLR ELEC ROOM 1 • 1 OOA MHSB _J_ NOTE NAMEPLATES SHALL BE ENGRAVED FROM WHITE-BLACK-WHITE LAMACOID. ENGRA \/ING SHALL BE PER SPECIFICATIONS. ALL FIELDS SHALL BE CENTER JUSTIFIED. ALL ENGRAVING SHALL BE 3/16" HIGH UPPER CASE LETTERING U.O.N. ATTACH NAMEPLATES USING TW0(2) STAINLESS STEEL MACHINE SCREWS. TYPICAL NAMEPLATE EB NO SCALE E4 THREADED COUPLING SET FLUSH WITH FINISHED FLOOR 4 <I 4 4 <J . PVC SCHEDULE +o ··· NEUTRAL GROUND HOT "' 8 (.) :s Q ffi LoJ (I) er. c ) I LOAD I I I I'-WATT STOPPER CAT. #WS-120/ 277 SENSOR. INFRARED WALL NOTES ADJUST FOR 15 MINUTES OFF DELAY. WIRING DIAGRAM NO SCALE 'MilTE SWITCH PLATE CAT. # ASP-211 WA TT STOPPEPI CAT. #WS-120/277 INFRARED WALL SENSOR. SINGLE GANG WALL JUNCTION BOX MOUNTED AT +48" A.F.F. EB i1 ◄ T U R P I N & R A T T A N • EN[!IINl!'.E'.RINCI, INC. CONl!liULTIN[!I E'.LIU:)TRlt:AL E'.NGlNll:11:llll!! 4719 PALM AVENUE LA MESA, CA 91941-5221 619 / 4fit5 / 6224 f:AX 461!, / 6233 E·MAIL: J£:Ntii1NEER@TR£1!10.COM TREI # B02023 D.HilllZltL 06/□2/□3 -11:□'7•M GI :\02\90 202 3A \ACAD F'R □..J \Ac•c\!!102 30400. CWIB ARCHITECT NTD AlllllClll!TECfS 4719 Viewridge Ave., Suite 200 San Diego, CA 92123 Glendora e San Diego • Auburn I E4T I CITY OF CARLSBAD ~5· t====t===1==========================1====t===:1====t==j RECREATION DEPARTMENT ~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LARWIN PARK ELECTRICAL DETAILS OWN BY: ---1 I--DA.;_;.TE;;_J..;_IN_;.rn;;..ALC-4-.;;.;DA.;.clE"---1..;;.IN;;_rn;;.cN..c...i CHKD BY: ___ , PROJECT NO. 38561-:A OlltER APPROVAL QTY APPROVAL RV'Ml BY: I I • • ~ (1) 2"C.O. TO EXISTING SDG&E HANOHOLE I --7_.,,,,,-100AMP 120/240V 1~ 3W 1 M r ~~TE\ 3~ED~~:E :r Pf~~- L: g "" i (1) ~ oo. (""''""'' :: BY SDG&E) ---7'-, 112/0 ..--'--,Ht-•-~----;._"/"-r/----~· p~~~ j 1;! --_//" \_ PRO\llDE 30'-0: OF 14/0 BARE / / COPPER AS A UFER GROUND IN ./ EMBEDDED IN CONCRETE. [EG r-----, ~w BUILDING COLD SEE PANEL WATER PIPE SCHEDULE ON OWG E1 "of "of (2) 10'-0"x3/4" DIAMETER COPPER CLAD STEEL GROUND RODS SINGLE LINE DIAGRAM / 1 ' NO SCALE \_ E5 / H N 120 VAC FROM PANEL V MECHANICAL ASTRNOMIC TYPE 120V TIMECLOCK WITH 16-HOUR RESERVE POWER 1800 VA, 120V TWISTLOCK TYPE PHOTO-CELL MOUNT AT ROOF OF RESTROOM , BUILDING. FACE NORTH. ~ ,,... 8 ---, I I A10 ---- ,,... 12 ---, I I 1'---◄A14 1'---◄'T' 16 I I A1!1 --- 1/c / ANO SKIP-A-DAY FEATURES. SET -/ TO TURN ON 1 /2 HOUR BEFORE 'TC'" SUNSET ANO OFF AT 10;00PM DAILY. I I I I I -'Hft I I I 120V LIGHTING CONTACTOR I WITH 20 AMP CONTACTS I I I:, BUILDING • LIGHTS I I I .,, "} I SITE I I LIGHTS I 'I .. 'I I I I 'I "} 'I SITE I I • LIGHTS ,, I ,1 I I I I '} SITE I II LIGHTS I I FUTURE SCULPTURE • ' LIGHTS ,1, (SPARE) OUTDOOR LIGHTING CONTROL SCHEMATIC . / 2 '\ NO SCALE , E5 j . . . ' • • . • . . " ~ / LIGHTS IN I I l I WOMENS TOILET "-.. ROOM .. " ......... / LIGHTS IN I I l I UTILITY .. . " • • • • .. • /'""·,_ 1 POLE CONTACTOR (TYPICAL OF 3) N C ---i::i--i----t---SP-,-N Ef-1 IN UTILITY ROOM ROOM "" ----------t--CC>--1-➔ SWITCHED HOT FROM EACH ROOM (COMMON CIRCUIT) TYPICAL. . . " " / • . LIGHTS IN I ( l I MENS TOILET "-ROOM SWITCHED HOT FROM EACH ROOM (COMMON CIRCUIT) TYPICAL. ---." ..... -i----" -C -__ ..... ____ _ " r---=== CIRCUIT RB-2 ... EXHAUST FAN INTERLOCK ([) NO SCALE ,,.TURPIN & RATTAN • ENl':IINl!:'~1'11Nt3, INC, CQNIUJI..TINCI 1!:1.1tCTl'IIO.a.1. ENOIINIU!l'I■ 4? 19 flALM AVENUE LA MESA, CA 91941·15221 0 l Q / 41;'16 I e.:az4 P'A.X '465 I a:z:s:a E·MAIL-: ftNl!ltNF-ltR@TFtl!:IIIP,OOM TREI # 5 □2 □23 J,F"f'IAN!:JCI □71115/03 • l:391'1M 13!\02\BD~02:l9\AC:AOPRCIJ\ACA.P\!BQ23Cle'l00,PW!I ARCHITECT NTD AIIC&liTECTS 4719 Viewridge Ave., Suite 200 Son Diego, CA 92123 Glendora e Son Diego e Auburn '---+----,1-----·----t---i---r---1---1IESH.§TI CITY OF CARLSBAD ~ ' :=::::5::::::.!::=::::R=ECR:::::::EA:::Tl::O::N::::D:::E::PA::R:::TM::EN=:T==:.::~=:7==: LARWIN PARK ELECTRICAL DETAILS • 1-----1---+--------------1----1--1--+---t~mi!t'. ,. ?i:_¢3 I I DATE OWN Y; ---PROJECT NO. CHKD BY: __ RVWO BY; DATE INITIAL ENGINEER Of' WORK REVISION DESCRIPTION DA 1E INITIAL DATE INITIAL OlHER APPROVAL Cl1Y APPROVAL 38561-"' DRAWING NO, E5 RECYCLED WATER NOTES 1. All work shall be done in accordance with the Carlsbad Municipal Water Districts "Carlsbad Reclamation Rules and Regulations for Construction of Recycle Water Mains" dated October 1993. RECYCLED WATER SYSTEM {PUBLIC) SHEET INDEX 2. Drinking fountains shall be protected from spray of recycled water. Best management practices shall be used to minimize recycled water encroachment on public facillties such as picnic tables, BBQ's, playgrounds, sand tot lots, etc. 3. Best management practices shall be used to eliminate or control to the best extent possible pending, run-off, over spray and misting. LAR IN PARK 4. Hose bibs are strtctly prohibited. 5. On-site cross-connections between recycled water lines and potable water lines is strictly prohibited. 6. No substitution of pipe materials will be allowed without prior approval of the City of Carlsbad Municipal Water District. 7. All on-site mainline pipes shall have warning tape per Carlsbad Municipal Water District's Rules and Regulations. 8. The Irrigation systems shall run between the hours of 10:00 P.M. and 6:00 A.M. the following morning (spot irrigation could be done at a different time) with qualified supervisions personnel on site. 9. Provide a minimum of at least 18 Inches of cover over all wiring and piping. 10. Non-designated use areas shall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, constructions practice or system operation is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to prevent over-spraying on sidewalks, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for the use on recycled water distribution systems (spikes not interchangeable with potable water quick coupler spikes) per Carlsbad Municipal Water District Rules and Regulations. 13. Meters shall be sized by the City of Carlsbad Municipal Water District. 14. All irrigation pipes shall be stenciled with the warning, "Non-Potable or Recycled Water", Color-Coded (Purple) and laid with warning tape and stenciling oriented toward the lop of the trench per the Carlsbad Municipal Water District Rules and Regulations. 15. All potable water and recycled water piping shall be installed with the stenciling oriented towards the top of the trench. 16. When a potable water line and recycled water line cross, the recycled line shall be installed within a protective sleeve, the sleeve shall extend 10 feel from each side, from the center line of potable line, for a total of 20 feet. 17. A 1 O foot horizontal separation between potable water and recycled water mains must be maintained at all times. The potable line must be installed above the recycled line. 18. A minimum of 12 inches or vertical separation between utilities must be maintained at all times. 19. Contractor shall conduct a cross-connection test and coverage test as directed by the Carlsbad Municipal Water District engineer and/or the San Diego County Department of Environmental Heallh Services prior lo any use of recycled water. 20. Recycled water-quick coupling valves used In recycled water systems shall have acme type threads and purple colored locking covers permanently attached to the valve. Quick coupling valves shall be Nelson No. 7645, Hunter No. HV100A-RL-NP or approved equal. 21. The required cross-connection Inspection shall be done by either the Carlsbad Municipal Water District and/or the San Diego County Department of Environmental Health. Copies of inspection reports shall be forwarded to the non-inspecting party. 22. Contractor shall show the location of recycled signs "Do Not Drink" on these plans. 23. An on-site user/supervisor shall be designated in writing. This individual shall be familiar with plumbing systems within the property, with the basic concepts of backflow/cross-connection protection, and the specific requirements of a recycled water system. Copies of the designation, with contact phone numbers shall be provided to the San Diego County Department of Environmental Health and Carlsbad Municipal Water District. IN CASE OF EMERGENCY CONTACT: CITY OF CARLSBAD PARKS DEPARTMENT (760)434-2824. OR AFTER HOURS CONTACT: PARKS DEPARTMENT AT (760) 434-2849. 24. Items No.'s 8, 19, & 23 shall be required just prior to actual use of recycled water. Item No. 22, the signage plan, shall be a part of this I.P., Bui the actual signs and lags will be installed just prior lo actual us of recycled waler. 24. Show all public and private potable water mains on improvement plans. 25. On recycled water systems all appurtenances {sprinkler heads valve boxes, etc.) shall be color-coded purple per AWWA guidelines and section 4049.54 of the California Health and Safety Code. 26. A physical separation shall be provided between adjacent areas Irrigated with recycled water and potable water. Separation shall be provided by distance, concrete mow strips or other approved methods. SIGNAGE NOTES The following guidelines for the use of recycled water are to be permanently posted inside the door of each controller where they are easily visible. Place on 8-1/2"X11" sized sign. Color: Purple background with black lettering. GUIDELINES FOR RECYCLED WATER USE 1. Irrigate between the hours of 10:00 P.M. and 6:00 A.M. only. Watering outside this time frame must be done manually with qualified supervisory personnel on-site. No system shall at any time be left unattended during use outside the normal schedule. 2. Irrigate in a manner that will minimize run-off, pooling, and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks: (I.E., Employing the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption.). 3. Adjust spray heeds to eliminate over spray onto areas not under the control of the customer. For example, pool decks, private patios and lots, and streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc. should be repaired as they become apparent. 5. Educate all maintenance personnel on a continuous basis of the presence of recycled water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand, tool, washing, etc. Given the high turnover rate of employees in the landscaping industry, it is important this information be disseminated on an almost daily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval of all proposed changes and modifications to any private on site facilities, such changes must be submitted lo and approved by the district engineering office and designed in accordance with district standards. 7. All recycled water sprinkler control valves shall be tagged with identification tags. Tags shall be weatherproof plastic, 3'X4", purple in color with the words, "WARNING RECYCLED WATER-DO NOT DRINK" imprinted on one side, and "AVISO-AQUA IMPURA-NOTOMAR" on the other side. Imprinting shall be permanent and black in color, use tags as manufactured by T.Christy Enterprises or approved equal. One tag shall be attached to each valve as follows: 1. Attach to valve stem directly or with plastic tie-wrap, OR 2. Attach to solenoid wire directly or with plastic lie-wrap, or 3. Attach to valve cover with existing valve cover bolt. 8. All sprinkler heads shall be identified as recycled water sprinkler heads. Each automatic controller and Its associated equipment shall be identified with a sign bearing the words, 'RECYCLED WATER USED FOR IRRIGATION" in English and Spanish, with black letters 1" high on a purple background. The sign shall be placed so that it can be readily seen by any operations personnel utilizing equipment. DECLARATION OF RESPONSIBLE CHARGE I hereby declare that I am The Landscape Architect of work for this project, that I have exercised responsible charge over the design of this project as defined in section 6703 of the business and professions code and that the design is consistent with current standards. I understand that the check of this project drawings and specifications by the City of Carlsbad and the San Diego County Department of Environmental Health is confined to a review only and does not relieve me, as Landscap~ Architect of work, of my responsibilities for project design. These plans have been prepared in substantial conformance with the approved landscape concept plan, water conservation plan, fire protection plan, and all conditions of approval related to landscaping. BY: __________ DATE. _______ _ Mark Steyaert, City of Ca~sbad Park Development Manager CITY OF CARLSBAD RECREATION DEPARTMENT, PARK DEVELOPMENT DIVISION 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CALIFORNIA 92008 (760)434-2826 Carlsbad, California INSPECTION PROCEDURES . ----. , ---- City Construction Inspection Shall Include: A. Location of pipe lines B. Trench depth C:. Required separation (horlzontelly and vertically) Cl. Pipe identification. {P.O.C.'s) points of connections E Location and identification of sprinkler heads F. Warning signs at the site and on the truck hauling recycled water (if recycled waler is used for construction). District final Inspections shall Include: A. Coverage test after completion of the sprinkler system, to determine that adequacy of coverage on the approved use area and protection of areas not approved for receiving recycled water. B. Warning signs and labels C:. Quick coupling valves Cl. All aspects of the irrigation conditions including windblown spray, run-off, and p,onding E . Required protection of all residential areas. F. Required protection of wells, streams, reservoirs, etc. G. Cross-connection. Annual Inspection shall Include: A complete inspection which should cover Part 'A' and Part 'B' and Part 'G' of the District's final inspection. LEGEND SYMBOL DESCRIPTION ---Pw---EXISTING POTABLE WATER SYSTEM ---~- ---PW---PROPOSED POTABLE WATER SYSTEM -··-RW-··-PROPOSED "FUTURE" RECYCLED WATER IRRIGATION SYSTEM MAINLINE ---·· -- ALL LANDSCAPE AREA AREA OF RECYCLED WATER USE -------, '' IZH3 EXISTING POTABLE WATER METER AND BACKFLOW PREVENTION -.. --'' B LOCATION OF CONNECTION POINT(S) - TO EXISTING POTABLE SYSTEM ... "DO NOT DRINK" SIGN LOCATIONS TYPICAL SIGNS WAFl:NING RECYCLED WATER DO NOT DRINK tN ORDER TO CONSERVE WATER ... RECYCLED WATER WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES USAR 18" N.T.S. .032 ALUMINUM, .Ol:IO AEIS PLASTIC OR STICK-ON VINYL SIGNS WI PURPLE BACKGl~OUNO AND WHITE LOGO & 1" T02" LETTERS DO NOT DRINK RECYCLED WATER IN USE NO TOME EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS OESPUF.S USAR ,.. N.T.S. "AS BUil T" CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER DATE DATE DISTRICT ENGINEER R.C.E. 28176 J The construction requirements for this project Include a Project Mitigation Monitoring and Reporting Program per CUP 02-23 and HDP 02-11, Planning Commission Resolution No, 5399 and 5398. Use of construction equipment is restricted during the nesting season for the California gnatcatchcer and may not be used from February 1, 2003 to SEPTEMBER 1s 2003. All Irrigation trenching and lines shall be installed prior to February 1, 2004. R.C.E. ______ R.C.E, ______ _ SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH APPROVED I ,, I I REVIEWED BY: DATE INSPECTOR DAlE SHEET TITLE RECYCLED WATER TITLE SHEET IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS PROJECT MAP VICINITY MAP REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ' SHEET NUMBER "'"" ·-·--~- L-1 L-2 L-3 L-4 L-5 NOTTO SCALE NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. t----+---+-------------+----+---+---+----1 ~I =~11 =c==IT==Rr=C=R~=9==1fo=N=f=E~==A==RT==~=EN==~=A=D::::::.~I ==a~I DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTliER APPROVAL CITY APPROVAL LARWIN PARK IRRIGATION & RECLAIMED NOTES DWN BY: ----, CIIKD BY: ___ , RVWD BY: MANAGER PROJECT NO. .38561 -A r>RAWING NO 410-BA IRRIGATION LEGEND SYMBOL MANU. HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER MODEU DESCRIPTION GPM .39 / .79 PSI RAD b .Q n .(1 c> Ill •• " vo W'W'\V~ ... "' '11'. " <D @ @ ~ & ~ @ ® III ® ® .... ~ @\ III INST-12-CV POP-UP SHRUB HEAD W/ 10-Q I H NOZZLES* INST-12-CV POP-UP SHRUB HEAD W/ 12-Q / H / F NOZZLES* .65 / 1.30 / 2.60 INST-12-CV POP-UP STREAM HEAD W/ ST16-Q /T / H / F NOZZLES* .46 / .80 / 1.46 INST-06-CV POP-UP TURF HEAD W/ 10-Q / H / F NOZZLES* INST-06-CV POP-UP TURF HEAD W/ 12-Q/T / H / F NOZZLES* INST-06-CV POP-UP TURF HEAD W/ 15-Q /T / H NOZZLES* INST-06-CV-PCN-50 POP-UP BUBBLER HEAD* .39/ .79/ 1.57 .65/ .87 / 1.30/2.60 .93 / 1.23 / 1.85 / 3.90 .50 * INDICATES #458525 N.P. CAP TO BE INSTALLED ON HEAD HUNTER 1-20-HP-ARV W/ 1.0 NOZZLES -POP-UP TURF ROTOR HEAD 1.0 HUNTER HUNTER CALSENSE EXISTING 1-20-HP-ARV W/ 1.5 NOZZLES -POP-UP TURF ROTOR HEAD 1.5 1-20-HP-3RV W/ 2.5 LA NOZZLES -POP-UP TURF ROTOR HEAD 2.5 LA ET2000-24-R-RR-TPP-RB/G 24 STATION CONTROLLER ASSEMBLY WI TP-1 & TPB TRANSIENT PROTECTION BOARD & BOX AND ET GAGE SOLAR CONTROLLER -PROTECT IN PLACE P.O.C. CONNECTION AT EXISTING 2" POTABLE WATER LINE HUNTER CALSENSE FEBCO WILKINS APPROVED ICV-151G-FS-R SERIES NYLON MASTER CONTROL VALVE, SIZE AS SHOWN FM-1.5 FLOW SENSOR 2" 825-Y REDUCED PRESSURE BACKFLOW PREVENTER 2" WILKINS PRESSURE PRESSURE REGULATOR 2" WYE STRAINER WILKINS 850 PVC BALL VALVE, LINE SIZE HUNTER ICV-151G-FS-AS-R SERIES NYLON REMOTE CONTROL VALVE (SIZE PER PLAN) W/ WILKINS MODEL 850 UPSTREAM FROM VALVE #HV100A-RL-NP, 1" QUICK COUPLING VALVE FCH-H AUTOMATIC FLUSH VALVE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS 30 30 30 30 30 30 30 50 50 50 [y] ® HUNTER TORO TORO RAINBIRD YD-500-34 AIR/VACUUM RELIEF VALVE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS RB-1 RAIN BUCKET -MOUNT ON ROOF OF BUILDING PER MANUFACTURER'S RECOMMENDATIONS --APPROVED APPROVED APPROVED RECYCLED WATER PURPLE PVC PRESSURE MAINLINE: SCH 40 FOR 1 1/2" AND SMALLER CLASS 315 FOR 2" AND LARGER RECYCLED WATER PURPLE CLASS 200 PVC LATERAL LINE RECYCLED WATER PURPLE CLASS 200 PVC LATERAL LINE W/ "SPIN-LOC" TEE OR ELL Frl,1NG AS NEEDED FOR DRIP TUBING AND EMITTERS, SEE BELOW NO SYMBOL APPROVED APPROVED APPROVED 1/4" DRIP TUBING W/ 2 EACH .6 GPH EMITTERS PER SHRUB SCH 40 PVC SLEEVE - 2 TIMES THE DIAMETER OF ENCLOSED PIPE 2" SCH. 40 PVC WIRE SLEEVE OUTDOOR EATING AREAS AND DRINKING FOUNTAINS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALLL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE, EATING AREAS, AND DRINKING FOUNTAINS TYP. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. LOCATE ALL MAINLINE WITHIN RIGHT OF WAY. MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 11" FROM CURB OR 6" FROM THE SIDEWALK. ALL PIPING AND WIRES INSTALLED UNDER PAVING SHALL BE INSTALLED IN PVC SLEEVES TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. SLEEVING SHOWN CROSSING VEHICULAR AREAS SHALL BE SCH. 80 AS PER THE LEGEND. MAINLINE SHOWN IN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. CANTRACTOR MUST ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S REPRESENTATIVE. EACH SYMBOL REPRESENTS TWO BUBBLER$ PER TREE, PLACE AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYP. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. I 10' 12' 16' 10' 12' 15' 1' 31' 34' 33' I I --r. 2 \. . !!,/ I 2" C '/ 2 IRRIGATION PRESSURE LOSS CALCULATIONS Taken at Valve #2 31 GPM, 50 PSI ITEM Lateral line Mainline Master valve Remote Control Valve R.P.B.F. Meter Elevation loss TOTAL Static PSl@POC Less friction loss · Subtotal Pressure required at head TOTAL Pressure regulation RESIDUAL 3/4 3/4 1•1·- 5.00 6.27 2.20 2.20 9.00 4.90 0.43 30.00 104.35 30.00 74.35 50.00 24.35 20.00 4.35 IRRIGATION PRESSURE LOSS CALCULATIONS Taken at Valve #10 31 GPM, 30 PSI ITEM Lateral line 5.00 Mainline 4.62 Master valve 1.50 Remote Control Valve 1.50 R.P.B.F. 9.00 Meter 1.80 Elevation loss 0.43 ~~---------·-··~·---". TOTAL 23.85 Static PSl@POC Less friction loss Subtotal Pressure required at head TOTAL Pressure regulation RESIDUAL 104.35 23.85 80.50 30.00 50.50 20.00 30.50 1/ IRRIGATION NOTES 1 . Scope of work for irrigation includes providing for all necessary modifications to existing irrigation system in accordance with plans and specifications herein including all labor, delivery, materials, permits, testing, and repairs for fully operational irrigation system per specifications and drawings. 2. This sprinkler system design is based on the minimum operating pressure shown on the irrigation drawings at each point of connection. The irrigation contractor shall verify water pressure on the site prior to construction. Report any difference between water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection to the owner's authorized representative. 3. Contractor is responsible to locate existing underground utilities and protect in place. 4. General Contractor will provide required line voltage to controller locations. Irrigation contractor shall make final hook-up. Install No. 14 UF direct burial irrigation wire (black pilot, white common). Use epoxy connectors and bury wire with main line wherever possible, bundled and taped together every ten feet. Form expansion coils at each remote control valve and change direction. 5. All piping between the point of connection and backflow preventer and / or vacuum breakers shall be of materials and installation methods required by the local codes. 6. All piping under paved areas shall be installed prior to paving by the irrigation contractor. Install all sleeving for pressure lines, lateral lines, and control wiring prior to paving per irrigation plan. 7. Final location of automatic controller(s) and backflow preventer(s) shall be approved by the owner's authorized representative. 8. This design is diagrammatic. Equipment shown in paved areas Is for design ctartflcatlon only and Is to be installed within planted areas wherever possible. 9. Irrigation contractor shall flush all lines and adjust all heads for maximum performance and to prevent over spray onto walks, drives, and buildings as much as possible. This shall include selecting the best degree of arc to fit existing site conditions and throttling the flow control at each valve to obtain the best operating pressure for each system. 10. Do not willfully install the system as designed when it is obvious in the field that unknown obstructions or grade differences exist that were not known during designing. Such conditions shall be brought to the attention of the owner's authorized representative, otherwise the irrigation contractor must assume full responsibility for any and all necessary revisions. 11. It is the responsibility of the irrigation contractor to familiarize himself with all grade differences, locations of walls, retaining walls, ect. He shall coordinate his work with the general contractor and other sub-contractors for the location and the installation of pipe sleeves through walls, under roadways, paving, structures, etc. 12. In addition to control wire sleeves on the drawings, the Irrigation contractor shall be responsible for the installation of control wire sleeves of sufficient size under all paved areas, as required. 13. Contractor must stop all back drainage of sprinkler heads with a "Valcon ADV" check valve installed in the riser. Install only as needed after flushing to prevent back drainage. Adjust to minimum >@ ~ @ pressure loss. 14. Adjust all bubblers to prevent excessive flooding. 1. PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS OF IRRIGATED RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS 2. HOURS OF IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M .. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF LESSER QUALITY DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M .. DRINKING AND WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED. 3. BURIAL OF ALL WIRING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 4. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE 20 0 20 40 60 SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE •~~~■::::======::;:;;: ....,,-----,1 AS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND Scale: 1" = 20' REGULATIONS. ~ CITY OF CARLSBAD ~ t----lr---+----------------t----+--+----1---i ;:Ll:dfj==2:=..===R:::E:::C:::R:::EA=T::IO:::N:::::::D:::EP=A::R=T:::M:::EN=T==~IJ:cl!j:==8~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LARWIN PARK IRRIGATION PLAN PARK DEVELOPMEN DWN BY: __ _ DATE INITIAL DATE INITIAL CHKD BY: ---OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. 38561-A DRAWING NO. 410-BA \ to rJfTlain exiij, POINT OF CONNECTION AT EXISTING MAINLINE STUB. CONTRACTOR TO EXTEND EXISTING MAINLINE INTO PROPOSED PLANTING AREA AND RELOCATE 2 VALVES. INSTALL 2 PROPOSED VALVES AS SHOWN AND RUN WIRES TO EXISTING CONTROLLER. ( I I I \ \ I \ ........ \ EXISTING SOLAR CONTROLLER -PROTECT IN PLACE CONTROLLER -LANDSCAPE CONT- RACTOR TO COORDINATE 120 VOLT POWER WITH ELECTRICAL CONT- RACTOR. COORDINATE PHONELINE DROP INTO BOX. OUTDOOR EATING AREAS AND DRINKING FOUNTAINS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALLL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRA Y ONTO ALL HARDSCAPE, EATING AREAS, AND DRINKING FOUNTAINS TYP. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 1/2 1/2 1/2 \ 1/2 . . _ .. -. ·--· ,____ --•• •• ·1 :/ . .. . -. LOCATE ALL MAINLINE WITHIN RIGHT OF WAY. MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 11" FROM CURB OR 6" FROM THE SIDEWALK. ALL PIPING AND WIRES INSTALLED UNDER PAVING SHALL BE INSTALLED IN PVC SLEEVES TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. SLEEVING SHOWN CROSSING VEHICULAR AREAS SHALL BE SCH. 80 AS PER THE LEGEND. --------------- -~-1' 1 17 ------........ ~ ........ , --+-,--I--' ....______ -~ ------...... - / MAINLINE SHOWN IN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 1. PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN -...._____ ...... ~--- ADJACENT AREAS OF IRRIGATED RECYCLED WATER AND POTABLE ~...... ·--........__ WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, ~~ CONCRETE MOW STRIPS OR OTHER APPROVED METHODS ---.• ~-- • 2. HOURS OF IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 4 ;,14 £::-------= 2 ------ ---. . . 1~: .: ·:_ : :::_' _;~ 1/2 1/2 1/2 1/2 1/2 I 1/2 -.-·_- /. :_ .. 2_ •• _.7 I ... I . '~ // -........ ~.. -~ y --~ ....... __ . ~~--~ I 1/2 I" 1½ 33 ,. .. ~ .. · ' ... I • . . ·-,,~. . I '~.._,...,,,_,J 1/2 S/4 20 0 20 40 60 ---- Scale: 1" = 20' POINT OF CONNECTION AT EXISTING MAINLINE STUB. CONTRACTOR TO SPLIT MAINLINE AND RUN 2" SERVICE TO 2" R.P.B.F. FOR TEMPORARY IRRIGATION USE. RUN 2• SERVICE ACROSS DRIVE TO R.P.B.F. FOR BUILDING USE. E SHEET L-3 FOR IRRIGATION OTES AND LEGEND -.i----------+----+-----------+--+---1----+---l ~3 CITY OF CARLSBAD I SLHEETBS I ~L!c_;:!j==~===RE:::-C=:R::E.=:A::::110::N==::D::E::::PA:::R:::l:::M:::t:::N ::I==:..'::=::::=::= CANTRACTOR MUST ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S REPRESENTATIVE. EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYP. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. P.M. TO 6:00 A.M .. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF LESSER QUALITY DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M .. DRINKING AND WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED. 3. BURIAL OF ALL WIRING SHAL~~ETCARLSBAD M~ICIPAl. ·-...... /~-- WATER DISTRICT'S RULES AND REGULATIONS:· ...... ......__......_ ~----._} '----~~--- 4. IF A CONSTANT PRESSURE RECYCLED WATER LINE M~ST~Bt----._ ✓/\ -~ LARWIN PARK IRRIGATION PLAN INSTALLED ABOVE A POTABLE LINE OR LESS THAN TWELVE INCHES --\ I' BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE \ / SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE 1 AS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL I ,. I i I ! I DATE INITIAL Cl TY APPROVAL PARK DEVELOPME T MANAGER DWN BY: __ _ CHKD BY: __ _ RVWD BY: I , PROJECT NO. 3&561--A , . DRAWING NO. 410-BA _,,,...~~---INSTALL ~INKU!l'l H!!AD l'LU5H l"IITH FINISHED~ IN 1Vl'F Al'EA5 ~, -l"LANT MATERIAL ~ y-INSTALL SPRINKLER HEAD 1/2" ,.,,,.,.,. ABOVE FINISHED 6RADE IN SHf'Wl!I AND ~ GOYl:R ARl::AS ---FINISH l!>ltADEITOP OF MULCH POP-I.JP SPRAY SF'RINKLER, SEE LE6END ON IAAl<SATION PLANS FOl'lt TYl"E AND GUANTITIES OF VARIOU5 POI" UP SPRAY HEADS REGUIRED PVC 5C,H eo NIF'F'LE (4" MIN. LEN<STH) PVC SC-H 40 T><T "10 DE:6. ELL "10 DE:6. STREET ELL. PVC SC-H eo NIF'F'LE (I.EN6TH AS REGUIRED) !;;::::~=-i--Jh~"IO DE:6. STREET ELL. PVC SC-H 40 icE: O!lt EU. PVC LA~ LINE SEE 5f'EC.IFICATION5 l"OI". TY1"e AND AND DEPTH REGUI~ POP-UP SPRINKLER CLEAN COMPACTED BACKflU. PAVING, BY OTHER::.---... TRENCH UNDER PAVING r-------LOWva..TAGEWl&.31MXJWJM r---OU1Sll::MEOFCONNEC'IOR ll11'IP NID1WISl'WIR9 Flln M)j St -CONtECl10N. . · CRIii ::a I bltu!l!VE lill!llUJ!D wm,r :omn:ne,-ia.. . : . CONNEC11lR. I -■'I WIRE CONNECTION I , • N P.V.G LATEAAL--_, ~-FINISH~ ~-ADJOINING, HAfltt)5CAf"I= 1"01"-ut" l'OTOR (~ITH c.HECI< VALVE) ~-51"1IN6 JOINT f'.V.C, SCH. 40 ELL ANO STREET ELL P.V.G SG.h. e,o Nl~E (LEN<STH A5 RE:GUIRED) f'.V.C,. STREET ELL ,---TEE IN LATt:1'tAL POP-UP ROTOR CLEAN COMPACl!D · --------,,-, BACKFlLL (2) WARNING tAf>ES FlNISHED GRADE---....._ · UNDISTURBED SOIL !tJr I i[ill~!!,11 ; ! ill _ ,,.• .... ,,.,,.• .... ,,., ... ,, , .. , .. , .. ,,.,,... ., 111 ..,___r _ -~~. LINES -,-_ -__ ---:-_~ .,..._: -_ -:\'T~~~f.{' .. ~rmir inES...;.·---_...:;_!ID:!!:11HI l:el, 1~9f+l,*t-}~~*;~%;;~~,~~:;~~~: m TAPE CONTROL WIRES TD MAINLINE I. 6" • I 1 O FEET ON CENTER . DEPTHS SHOWN ARE FOR IN GROUND. INSTALI.A110NS. ON -STRUCTURE INSTALL PIPING AT DEPTH SHOWN OR AT CONCRETE SLAB DEPTH. TRENCHING SECTION A-A 8 -, SECTION B-B. laiii+1' f ~ . SECTION c~c DRINKING FOUNTAIN HOOD l'IIICNlllETNOHUNTER PCMIDO.SGPWIBIIBN lt PEIi.TREE .,,,-----• I IIIMINCAP MIIIIIIDN RI I E t Ill>. NO. -.ofS.4" • + + + + -+ + . + + ...... + ·+ -. + + + + -... ,,:. + '+ -. + + . + + . . + ---,----l"laiBMDE ~ Jl~M:----'--,--,.,-:Bl~W=·· FRHEAD, Ii& ii l£EEND FDR ll'l!Cl!'ll:ATION TOPl"IIEI.OWFIN&IGRADE t-f-'1!l'lffl1~-----SCM&1NA'IE,LENSIH -ASRl!al.lllED, 2 REQURl!II ~._.j.48~-'-'-----HI.M!lt--ANTIDRMIVALVE -------,-W.TNEIIOt. ~MJ~l!_, _____ ..,.._ .PIIC.IA11!1W.UIE :""------lllll~lllllOUGitPl'E '-,.------'---112"P\ICB.LIM) •!i+"-'~-..,-----lf'IM. x.-LONG I au LIA1B>PVC DRAIN PIPE FllL Wint 3.'l"Cl'IAVB. 10 IIDTlCM_Of'CIE:KYN..Vf! ---------------IICOTIW.LOF'TIEE . ...,, __ TREE BUBBLER UBE USE USE r-...._lRRICMTION MAINLINE BB.LANDGASl<ET'TYIIS< PIPE, SEELEGENJ _NTS FOR BUTTl!RFl.Vi,ru"""' NTSFORBEI.LANDCWIICET IES'liRAINTS FOR PVC PIPE TO IIARCO NT10BE AB PER PiPENI> FITTN3 l.llED RES,MINTS ONAU.IIELLAN> IWIKETIMNJNEPl'E Dl,..,.ll.OCl<SONAU.801.VENrWElD MAIIIJl,Ef'l'I! MAINLINE CONNECTION I I i i I = N B..16 CAP FLUG, ALL UNUSE:D OUTLETS. SEE NOTE 6ELOl"I. ,,---TUBING, STAKE 1/2" DRIP TUBING, ~~ FINISH GRADE~ ~-1/4" DRIP TIJ61N6 '----PVC LATERAL LINE '--PVC FITTIN6 AS REQUIRED NOTE, INSTALL Tl"IO TIJBE:5 PER SHRUB. DRIP EMITTER ------------ MCickjQXW/wEIER APPROX. 8. 12" MINIMUM POTMILESERVICE LINE . , . RECYt:I.EDWAiER IRRICMTION IMINUNEW/SUB/E ~: . . . . . . . VERTICAL a 9JWCE OF 12' MNU1o'111'1i lSIMNl».TORYWHIEN C"XlSS1i=3 l"l\lH OF A POl'ABLEWA'lER LINE. INSTAUA110N OF RECYClEDWAlER IRR~TION Mi\N.~3"'FROMFACEOFSl>EWAUC . WUPROW>Enif hFCE ; llltf10'HORlZONTALClEAIWICEFROM · . . . POTAIILEW,NJNE INllESIRl:EI. - POINT OF CONNECTION DATE INITIAL DATE ., FINIStED GRADE - A8RIW.1URAI:. AtOlllCTS, INC. tsml-lll5SPIN UX: FfTTING _ (BPL icSPL x 1IZ' SOCkEij -112" SCH eo T .O.E. Nl'PLE ll:.ti,.1 N!, REQIJll£D KIIG &W,ILWnEXII.E ~':i~GTH) 8CH..fOPVCl!E - IIISxf, UNESIZEB"t' 1fZ' Pll'CIATERALUNE PVC -DRIP CONNECTION INITIAL SiiiEEI SURFACE t 3.5 FEET "POTMI.EW.ltE.. --.-----. (SEE UPRCWEMENT DRAWINGS) . _ -. • .-- 12'MINMJMRECLD •uSmCAL.IEPAIIATD,I RECYa.ED WA.11:R RmATtoN MAINl.ltE t«ITE: . . . . AU. Rm'tCI.EDWA"IER IRRIGI.TION PIPINQAtl>SUEIEBSfWJ. E l'URPI.EAND UPFf ED._& a&ED IN: "'BTANDMDSPECIFDTIONS FOR PRIVATE"IRRIGA.110NsmBIIS" "'&WSB"'RS:' l'W.TIDN RLUSANI ! EW."TIOl<,B fat CONSTRUCTION OF REC'f'Q.EDWA1ER IMIIS"OC.J t 11191 R.W. CROSSING ~ 4 CITY OF CARLSBAD RECREATION DEPARTMENT LARWIN PARK IRRIGATION DETAILS fl &ill 8 7 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 38561,,,11,. 410-BA I r:Jjo =~ ~C") ~-~ ... ~ ~ Q I I 00 ... > l~IGATION CO NmOLU:~ " I I I GALY. PIPE CL (TYPICAL) AMPS -~ = st) a I in l:2OY SE~YICE /' SIN 9"4' CON~Ll"II~ GALY. CONDUIT =i I -v NOTES, I. ALL ELECffllC J/'IORK SHALL CONFORM TO LOCAL CODES TOllRIP SVSTEM CONTROLLER ,------.--FINISHGRADEINTIJRJ',a/Y,8 P1.AS11C • JUMBO' RECl'ANGIJLAR VAi.Vi! 1101( WITH 801. T DOWN · COVER.USE STAINI.ESSBllL T, NUT, AN>WASI-ER. IIOXlO BE !'lACEl),\T RIGH'T ,\NGLETO H,IIRIJSCAP£ BlGE. HEATBRMl>'RCV" ANOCOll'll'OI.STA110N # OIITO LO, ·VN.VEUlTAG AG. PROOU"1S 24'-WMLODP VALVEIDTMJ -'1'1NIStt!DGRADe , IN SHRUB AREAS LJ~2:-!I__ SCH SOPIIC N1PPU'. "TYi'. 'J/4,•PEA GRAVEL.2CU8\0F'!S-------' 1..ANOSCAPEFABRIC-------~ 1---IRRIG1.110NMAIIUE DRIP CONTROL VALVE -------'--FINISHED GRADE IN TURF AREAS ~ ....... ----1DRO~MIUlOAUTOMA.mFLU&11 \IM.VEWITI'ltl.~113314•MIII.E . AMPIBl . ~---PIASIICIIOIN>VALVEIIOlC,rllliE 1-EATBRAND"FV" ONlO LD. ,:,,.._ FMHDGMDE NSHAUlllllll!AB __.. ........ ---'=DRl'-llJIING LENGIHMREWIRl!D •c-:;,.,---,•--DRPUI~ Sf DOWNlOENIBt VALW: !IDX . . . WlllCN'EFAIIRIC '---------$'4"ROCIC.1CUIIICFt. '-----.------,-TOI.C&i: idl.(111.-811111) P' '11QNVEW •tll'.S, FLUSH VALVE I ' ----,. ... _ l ·. . ,.._ ·y .Pt.. { ::f<l': X' . 0 " y 0 . • , '" Yr ,~ A 12·-.. . -11 . .................. ,_/ GONCMTI! ,.,,.,, P'(:lft ~ Of" ~ ~ 9l2E t Hll::IIOR 1101.:re M Pl!lllt. eNCL.09411111!! 9PeC6 IMA98 lMION. LI~ 91Zl!D. IIOTff ""'"" LI!! ~ Le MAX. !ml::II ITFO>C Oft l5QJAL V'AHOAL. ta!!M5TANT 9T1!l!!L eMCLO!llllte. SIZE NJ tFCMPMt""'. fl'AINT JIIEllt. ~ NA'!Od :aGP I 1111:e 6>uel! (0--:200 fl'9I) ON ~ TEe, T'!'P. B0'1lt 9IPl!II 91t.ONZe W'r'e ~ NI N.L 9IZE 1!11.Gift OP'F vn.ve llQO Haff) IIGH ao P"\IG, M.o\1..1!! "1r ¼ lat, _.,...c.c:M'L.,...IMAN NIPPl..e, ,,,. l!I011'f sa,e,, ~ IGl!!E) I M ~ ~ W 2 9tUT' Ol"P' VALV!S -_;;;=! 11 11 ~11- l;U;VATION -4" MIN ,-ye, ..... o.'. •• ..,,., L...~"-.-1 GU."· GQNC;.. 'nRM' IIO(if(.9 ~"'81 I flil'II!!' ~ .. 1!11!1,._Y IIW.L. 191! L..Q;A,S, IN 5flU!I AReA5 TO Aetelve .,,.....__ BACKFLOW PREVENTER ,;......-------FINIIHDGIW>EIN1URF MfM ----Pt.ASTCRECTAIA1 G.VM.VEIIOJCwmtBOLTIXMN COVER, UESTAIII.ESSBOI..T.IIIJT; /WO ~et BOXTOBE Pl AIB).t;TRJ8KT ANGLE TO IWllSCAPE . EDGE. 1£1,1'.BIWID "8V' ONTO LI>. --'-· BALL VALVE, I& LEGEND FOR~ . .,__°""'"' FINISI-ED~ INSIIRUIAREAS ii . !&IIIE-SUPPl,.YUiE DEPTH AS PL,. Bl-EC&. '--'---'-·-· l"UC IMI.EADAPTER ::.i----lRICKSI IFCRl8 IRASSUNION L...-.;_.-----IR.9NIPPLE L----'---------LAHDSCAPEFAIIRIC :..!::===-...=-----M"ROCK,ZCUBICFT. NOTE: -.fl'.IPNY&Y-NTA, . . . . . BOXTOBE!NSTAU.EDASTOAWJWFO.,I Aul &QA:RATIONOFBW.VALVE NiTAU..ATRIGHT ~.,,»ETI) HARDSC'»EEOOE, INSTALL VALVE OFF-CENTER INIIOX. 0Nn'AU. VM.\IEBOXEXn!NBIONSM REQUIRE!)TI>ACIIEV£PRUf Ot VM.\JE INSl"Al.1A11DN AT WJN LINE DEPl1l . BALL VALVE -----------'-----nNem> aiw)e 1N'1\JIW' ARl!A8 ,-----TDROYD-lllll 34 AIR/VACUUM RELl!f VAi.VE --P1.ASt1C RDUlll VALVE IIOlC. l"IIIZE I-EAT BRAND "'®I" ONTO LID. -FINISHED 8AADE IN SHAUB ARE"9 SUIISll!l'ACI! llRIP TIJIIING ---·l!RICKalJFFWII L-------.Wl>IDPEFAIIRIC L...-------N"ROCK.1 CUBICl'T. '------,------112"PYC'liE(9dolf)wmt10PIO.CAT10 COMP.AIMPTER ll!CTIONYEW • N. T.S. DRIP AIR RELIEF VALVE 11; -------:----,------- ,-------l"IN-QltMlll!INTIJRFMIEA8 ,------PI.IJJTICRB""'WW.APVALVE QWffll D.TDDWN C1MR,ua1t•tt "101.T.IIUf,Ail>WMHER. .BOX to IE PlACEDAT RIGHT .ANIJIE"IO IWIDl!CIIPE EDGE. IEATIIWID'W"ONT()LIP . r-lw,\ST!IJCONTRCll VALVE, ll!ElBEllll'DRIIPl!C. ·. FlNIIII-B)GRADE IN ilHRua NI/EIS l!4" WIRE LOOP VALVE Ii TAGS PIIC ICff 40 FEMALE AIW'IER,211EQUR!D :~~IB!t.t;cs_ ~'""'"-------':ll!tD(IUJIORIS '--.;._--'-"------IIWlll·~-.._ _ _,;.._;_ ____ Nl'PlE"TYP. ,._ _ _,;.. _____ I.MfDPCI-PEFMRIC ~--------M"ROCK.2CIIIICFI". ~------------------·l'IICIMHUEPFEl'ROIII 8ACl<FI.OW PStspECS. . NOTE: iti ,l■>hffW .. NI-1 . UIE-4111B & .!la 10 Aa-lll!VEMIPJNJNECEP'llf F!'l0Mtl"-8'IREMI SIDE OF . TIEW\STSIVAL\IE~SSPZY. . . MASTER VAL VE .-------FINISHED 8RAlll! INlUIIFAIIEAS . .-----PLASJ'ICROIN)VALVEBOXW!IH BOLT DOWN. 00VER; USE STAINLEB6 BOLT NUT ANDWASHER. I-EAT BRAr.) 'QCV", "RECYCLED WATER" ON10 LID. QUICK COl.l'I.ER VALVES SHALL BE OF A TYPE APPROVED FOR REC'VCU:D WATER USE __: FIIISI ED GRADE IN iHRIJB AREAS WARNI\IG PlASTlCTAG · -"R£CYa.ED WATER-DO tl>TDRINK" . IN ENGUSHAND SPANISH. 1.1.1=;_,..._ QUICIC COIJPl!Rl/'ALVE. SEE 1.EGENO FOR SPEC. . Eiiil----+---.STAINJ:SSSTEELCI.AMP --BRicKSIJPPµa.J "::;'::,._--,--DUAA PRE AS '. 'Nfil SWING JOINT W1TH OtE PIECE BRASS MPT NIPPLE MOD. lJ 1-A1912 '..---,-~,e__J.-~--MAINLINE. SEE ASPIIIE'f'CS~. --------· #4x311"REBARSTAKES, 2REQUIRED '----------'-l.ANDSCAPEFAIRIC ~====-=------314"ROCK, 1 CUBICFT. SECTION Vrti!H -N.T.8. NOTE: . UBE TEFLON TAPE ON ALL 1HREADED FITTINGS 1YPICAL. ·. . QUICK COUPLING VALVE ... DmREE 111.1. 1lflWT 81 OCKSm• 1"!:UIICFl"OFCONall:IE 1MWSTIII..OC1<810 BE UIIED RlR 3" ANJ IMGER PlASnC PIPE -PI.AS'TICFITTI- USING Bl.ACK Pl'ETAPE ---IXlNCIIE'iEni!U8T ■cxx. "YPCN... INSI\JMl!DSOL . . . ALL CONCRETE10 IIE PCRJWl)CEMENT4211C-m 'IEE · to DEBREE B.L CONCRETElHRIJST 11..0CK,"M'CAI. --M\INl.!IE Pll'E THRUST BLOCKING ! I -""""'""'"""'""""..;.;..,.· ... ::l'INllla••mllR"lVll!fMF .. •· ,...,.,,.,._,.; ............ ·· ... · ~~mwiwx --.,.. ,. -:~-~$'1'AIN.li!lS!J80JcT;NIJT,='WA&t,U:. .· ... . • · ilOl(TQBEl'IMll'D-\TRIGHTNolAIB'rt>HARDSCY!i. • ~; Hfll\TWf!ll)"fl!I" ONtO Lil►.> _.·., . · .. ' •fl.OW $ENSOR. I& LiG!ND l'bll SI ECll"CATION . .· ·. ,Ir~•~ itiSHR!lll~ 24" WRE LC)OF' PVC MAINllNl:PiPI. . . PERSPECISIFICATIDN . ,..______ BRICK sur', cillis ' !• , ,.,: ....__... _______ .;...;._tANDSCAPEIWIRIC ..,....'"'-'-'-'-;,._ __ :..-__ 3'4"ffOCK.•2CIJBICFT. ,.__.....,,..._....,.......,...,......_ ...... ""-...,..~---·. PJCMAINI.H! PIPE10 i.MT!RwtVE ;$FC'lJIW'"$W•fj,t.s, .... ' . -SPECS.AM> PWI. . NOT!: . . . . .. . . . ...... · . ,. .... ., : .• . . .· . . tNSt~FIDWBIB!IRMIPSlHMm!IF~~'hOMl,Wllll!!1'0 · ~TION_CONTIIOU.ER. ·.< :.-. , ,· .. _ ....•.• __ . . .. . . . _ ._• .·.. . . . •• 1• : . &U.S-"IO ~iM'~ttiE beilH'3N M~8lllli Of.TIE FLOW SENSOR. . . . · .. ·. . · . .• ··.: . . . . · · FLOW SENSOR ,,,---IWJ. 1Yl'E IIIDIATlONVALVE /""--8CH IIIPVC llNION ~-AEMQTECONTROLVAI.VE 1-------m~~TIONBE!WE91 .U---t11----r-BCH IDPVCIINION !Aiaw. LINE TO Sl'RINKLl!Rli =-·t------111\U. TYPE IID.ATl0NVALVE :"""t------lCH llilPVCUl"ION ®-ll-----'--'--fi,&-.JcALVE~A ltl'l.Ll1fflM~~ RCV MANIFOLD .---'-----l'INIIHll!WlEIN"IVRFRIEM· . r-'----PIA3llCRECl'ANOUIM VALW! IQl(Wffl:IIIIJlTDOWN COVER. usesr~ BOLT. hlJJ',Atl)WNll"ER. IIOXTOBEPlH:EDATRll!flf ANGLElOWJIDSCIJIE EDGE; fEATBPAND"RCY" Nl>CONlROLSTATION•OMOUD. .. CONTROLVALVI! 'l#WIIELOOP .VAi.Vi! ID TAG llltADI! · 111 SHRU!I AR£AII I I=! I -· PIICICHIO-· 111', ---c---·. PIICTitQ. a:LIICKID PIIC '--!-+-II-------. IICK,IOUNION .__,.'----lc-r'-11----. IW.L VAI.\IES u~~'---·-IO PIIC NIPPLI! . TtP . 914•-iJR.o.va.2CUB1Cn.-------' 1----llOIIW.NJNI! ,1.., lANDSCAPE"FABfttC-------~ f'i!1'9il 1/E;W • N.T ,I, REMOTE CONTROL VAL VE NCI!'!: . 1. CEN'll:RVAI.\IEBOXIJIIERREMOTECON1ll0LVALVE10FACILITA1EIIERVICMl VALVE. 2., SEl"RCV AM>VAI.VEIIOXASISE--Y IN~- •tllLC P068BI..E. a. SETBOJCES 11'-""i I Fl 'TO EACH OIHl!RAND PERl'l!NDICLURTI> EDGE. 4. AVOID HEAVILY COMPACllNG SOIi. loROUND VALVE BOXES TO PREIIENT COUAPSEANDDEFORMATIONOFVALVEBOXES 14"X111" Rl!CTAIGJIM VAi.Vi! IIOX'M' -- -QUICI( COUl'I.JNG VIII.VE 111)1(, lYI'. 0 0 0 . • . r " I 0 I 0 0 .o ./ - • -+4 -+4 -+4 -~ N ~ • N VALVE GROUPING • NOTE: ALL RCV, QUICK COUPLER, AND GATE VALVE BOXES TO BE PURPLE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I SHEETS L-8 LARWIN PARK IRRIGATION DETAILS 0 !I DWN BY: __ _ t--D_AT_E~_IN_IT_IA_L-+-_D_AT_E~_IN_IT_IA_L--1 Cf I KD GY: __ _ OTHER APPROVAL CITY APPROVAL RVWD BY: .I I I PROJECT NO. 38561-A DRAWING NO. 410-BA GENERAL NOTES VEGETATION REMOVALS 1. All plant material removals shall be fteld verified with OWner Representative prior to demolition and removal work as shown on Sheet C-9 and In accordance with specifications. 2. Protect In place during all construction operations, all existing trMS that are to remain. Contractor shall not allow construction equipment to compact soils within drlpllna of existing treas. See also Specification Section for tree protection requirements. 3. Prior to bidding the project, the contractor shall visit the site and familiarize him/herself with the extent of existing vegetation lo be removed. NEW PLANTINGS 4. The Planting Plan 11 diagrammatic. Minor adjustments to the plant looaflons will be made at lhe discretion of lhe Owner Representative. Contractor shall locete all plant material per plans prior to calling for final spotlng by OWner Raprsentatlve. 5. The plant count on the Planting Plan Sheets are for the convenience of the Contractor who Is responsible for all Iha plants shown on the plans end legend. e. Aller rough grades have been established and prior to soil praparatlon, the Contractor shall obtain soil samples for lasting ( Agricultural Suitability) taken from 4 approved locations on site and from an approved soil lab and amend the soil to the recommendation of Iha testing lab and in accordance with the speclflcaltons .. For bidding purposes use the amendments below. The contract will be adjusted to reflect Iha soil lab recommendation. a. TIii 1011 to a depth o1 s• b. Apply 1011 amendments al the following rate (Per 1000 sf) 100 Iba. gypsum 4 cu.yds. loamex or equal 40 lbs fertilizer (agriform 21-8-88) c. Mix to a depth of 6" d. Bring to finish grade Note: Soll amendment In all new ground cover areas only. 7. Maintain a 2% elope away from bulldlnge and walls. 8. Bring finish grade to 1.0" below paving or curbs. 9. Plant tabs shall be Agrlform (or approved equal) 20-10-5 at lhe following rate: a. Groundcover plants and liners - 1 (one) 5 gram aech b. 1 Gallon -1 (one) -21 gram c. 5 Gallon -2 (two) -21 gram d. 15 Gallon -3 (three) -21 gram e. Box Traee -1 (ona) -21 gram per 4" box slza 10. Back flll for plant pits-2/3 native soil and 1/3 approved 1011 amendment. 11. Provide 42,500 s.f. of 2 • depth of medium sized redwood bark chips In planting areas to cover completely as dlrecred by Owner Representative. 12. All plant materials shall be planted In accordance with Speclftcatton Section 02900 Landscape Planting and par planting details and staking requirements as shown on Sheet LP-3. 13. All tree removals 1hall Include grinding of stump to 12' below grade and regrading of disturbed area associated wllh traa ramoval. 14. Do not willfully Install trees or shrubs as designed when II le obvloue In ltle fleld that unknown obstructions or grade dlfferances exist that were not known during designing. Such conditions shall be brought lo Iha attention of the owner's authorized representative, otherwise the Contractor must assume full rasponslblllty for any and all necessary revisions. 15. It Is the responslblllty of the landscspe contractor to familiarize himself with all grade dlfferanoss, locatlons of walls, retaining walls, eel. He shall coordinate his work with the general contractor and other sub-contractors for the location and the Installation of pipe sleeves through walls, undar1,, .. --------·· ,.,...._ roadways, paving. structures, etc. ,, ·,..___ ''--s. 11l. Contractor shall provide landscape maintenance for a period of 90 days after final •!tsnce "··...... ~ '"·\ of the work by Agency or Owner Representative and In l!lccordance with Speclfl n S on 02970. ~ "-".. Prior to bidding Iha project, Contractor shall familiarize himself/herself with the mal en nee, guarp.ni----···· ··•· · . ~ \ and inspection requirements pertaining to all landscape Items. / / ·· ·----..,\ \\ \ \\ I ; I I f 0-_..,..,._f t::J ~ f f Q f f f f f f r-·----------....._ I ." /A\/ / ~"-'"', '\ \ -. -. -- PROTtcT AND tAINTAIN F;,i(ISTING ~EES f fHIS AREA 0 f f . f f 20 \ ____ ... -------p 0 20 40 Scale: 1" = 20' 60 PLANT LEGEND SYMB. 0 0 SCIENTIFIC NAME/COMMON NAME TREES CINNAMOMUM CAMPHORA Compher Tree EUCALYPTUS CITRIODORA Lemon Scented Gum EUCALYPTUS SIDEROXYLON lronbork MELALEUCA QUINOUENERVIA Cojeput Tree PINUS CANARIENSIS Conary Island Pine QTY. 16 6 6 9 SIZE NOTES/COMMENTS 24" BOX STANDARD 15 GAL. STANDARD 15 GAL. STANDARD 24" BOX MULTI-TRUNK 24" BOX STANDARD 0 QUERCUS AGRIFOUA 0• .._C_o_o_s_t _L_iv_e_O_o_k __________ +----+-----,.- v QUERCUS AGRIFOUA 6 COAST LIVE OAK 60" BOX SPECIMEN/PLANTER 24" eox STANDARD 0 f1PU1A TIPU 8 00 O 1--'-,p-u--r•-e------------+---+----t-ALBIZIA JULIBRISSIN 4 Silk Tree 0 24" BOX STANDARD 24" BOX MULTI-TRUNK GEIJERA PARVIFLORA Austrollon WIiiow ,0[\ JACARANDA MIMOSIFOLIA 5 24" BOX STANDARD \C:) ~Je,Oc,:C,,_Orc,O::,n,,_d:,.O ___________ -+----+---+-- 9 36" BOX MULTI-TRUNK e LAGERSTROEMIA INDICA TABEBUIA CHRYSOTRICHA SHRUBS ACACIA REDOLENS Desert Corpe\ 7 5 12 24" BOX MUL Tl-TRUNK 24" BOX STANDARD/SCREEN WALL AREA 5 GAL. PLANT 15' o.c. 1----------------+----t-----i----------~ r;:;;-. AGAPANTHUS SPP. 16 V 1--L..,lly'--o_f _t_he_N_ll_e _________ -+----+---+------------1 Q CISTUS SALIFOLIUS 1 GAL. PLANT 4' o.c. \::./ Sogeleof Rockrose ( white) 33 2 GAL. PLANT 8' o.c. 1----------------+----+-----+------------I Q CEONOTHUS GRISEUM 'HORIZONTAUS' 20 5 GAL. PLANT 10' o.c. \:.'.) Carmel Creeper 1----------------+----t----,----------~ H Doy lily (yellow varieties) 18 2 GAL. PLANT 24" O.C. 0 HEMEROCALLIS SPC. ------r----t----i---------1 @ PHORMIUM TENAX New Zealand Flax 5 15 GAL. VARIETIES-3 -' RUBRUM' 2-' VARIEGATUM' l----------------+----1----,------------1 LANTANA CAMARA 'RADIATION' Radiation Lantana .36 GAL. PLANT 6' o.c . 0 1-----------------+---+----t------------1 22 GAL. PLANT 36" o.c. rp?\ PENSTEMON CENTRANTHIFOUUIS v Scarlet bugler >-----=-------------+----+----+-------------t f::\RH RHAPHIOLEPIS UNBELLATA MINOR 24 5 GAL. PLANT 4• o.c. V Indio Hawthorn >----------------+----+----+-------------t 5 GAL. PLANT 20' o.c. Q RHUS OVATA V Sugorbush ,__: ______________ -1---+----+-------------t C\SL SALVIA LEUCANTHA 18 5 GAL. PLANT 10' o.c. I..::) Mexican Sage >-----------------1---+----+-------------t SAL VIA GREGG! Autumn Sage 30 2 GAL. PLANT 4' o.c. @ ,----------------+----+----t------------1 Q , _s_A_N_T_o_u_N_A_vi_R_EN_s _________ ~_,_7_~--~------------1 V _ Santolino 2 GAL. PLANT 4• o.c. ~ ~ [Zill GROUNOCOVER ANO VINES LAWN-MARA THON Ill-HYDROSEED GROUNDCOVER MIX 1 LAMPRANTHUS SPC. -Ice Plant See Specificotion 02900 for hydroseeding requirements. Flats-12" O.C. GROUNDCOVER MIX 2 1 Gel.-Plant 12" O.C. LIMONUM PEREZII-Stotlce SANTOLINA CHAMAECYPARISSUS-Lovendor Cotton LAVENDULA STOECHAS-Sponish Lovendor LANTANA MONTEVIDENSIS-Troillng Lantana TRACHELOSPERMUM JASMINOIDES Trolling Jasmine 1 Gol.-30" 0.C. 1 Gol.-24" O.C. VIIJ!jJ/J. ONOTHERA BERLANDIERII-Evening Primro$e Gol.-24" 0.C. ARCTOSTAPHYLOS UVA-URSI-Bearberry Gol.-24" O.C. 1/3 Purple 1/3 Pink 1/3 Red 1/3 Ea. Equal Amounts ~ BOUGANVILLA SPC. (VINE) 15 Gol. 4 -Orange/4 -Deep Red ~ CITY OF CARLSBAD ~ I---J--+---------------t---t--+----1----t :=~==6:::::'...':::===R::::E:::C=RE=:A=T::::10:=N:::::::DE:::P=A=R=TM=E=:N=T==::::....'~==8==: DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL LARWIN PARK PLANTING PLAN /LEG END DWN BY: DATE INITIAL CHKD BY: __ _ CITY APPROVAL RVWD BY: -",EK.A. STEYAERT ~ RLA 2020 EXP. 4 30 05 DATE PROJECT NO. 38561-A DRAWING NO. 410-8A Existing Dog Park 0 i i ( I I I Restroom .. +~·--... f 2 + + I i, I i i I I Tot Lot + + + + + SE--···· + + Picnic/Seating Area • Planter :::;::::;:· I ~! tn)!!l:i: l!l!l!ll!il Tot Lot 6' Screer r·- A--I~ + • + _J + + + + □ + + + + Parking Lot + + ' ·'\j --..___, ½C) '--_,, Conoreta Mow C\lil (Typ.) See Detail A. S et C-13 6' Screen Woll ' ' ' ' 0 20 40 Scale: 1 • = 20' , SEE SHEET L-8 FOR PLANTING NOTES AND PLANT SCHEDULE 60 t cl-=~-=-:::i+--=-=-.,.~=---=-=---=-=---=-=---=-=---=-=~-=-=---=-=---=-=:-;_=_--=-+t---=-=:~=-----=-i~--~~r;:I :;=.;:7;:;-j-;:::C;;;;I;;;T;;Y::;O;;F;::::;C;:;:A;;:R;:;LS;;;B~A==D;::;-;:;j ;;;;;a;:;11 :==:::::..::::==R:::E:::C:::RE:::A:::Tl:::O:::N::::::DE:::P=A:::R:::TM:::E:::N:::T==~==~ DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL I . LARWIN PARK PLANTING PLAN • I") • I z . ::IE - I'..,:,: .-1 DIRECTION OF PREVAILING WIND ) WA TERI NG BASIN REMOVE PRIOR TO END OF MAINTENANCE ONTAINER ROOT PER MANUFACTURER'S RECOMMENDATIONS IN UPPER 18" OF BACKFILL AUGERED HOLE AS PER SOILS REPORT 2 X DIA. OF ROOT BALL (-;'\A 1---'-'TRc...:.;E=E=--=--P=LA-"-N-'-'T-'-'-I N..;...cG'--~5_&_1_5_GA_L_L_O_N_ ~ SCALE: NONE ' c!JL.,..J, cµ?':-:'-::,"!e': • G D DR CAD iac~~~~F~t~~~ 97! 'f..!!: • '° .I I ~ V '"" ., (..!,, a ;:r i @ VINE PLANTING DETAIL H ,-------- SCALE: NONE z ::I G 2 X DIA. OF ROOTBALL WATERING BASIN REMOVE PRIOR TO END OF MAINTENANCE PER MANUFACTURERS RECOMMEt-i,DATIONS IN UPPER 18' OF BACKFlLL IX PER SPECS, NON-AMENDED P ANT ROOT ®f---=SH~R~U=B=-:---'-P=LA'-'-'N-'-T:.:...:.I N..:..:G=---------- scALE: NONE -3/4" dlo. rubbl• - llcflGn..-.oru!Ont ,nojo( llm!ll .,,,.--3/1&' ,~~ pcroft•lrt --2· ..... ~,- '"' ,....., ol roalbal ,,----3'.....,woterbOllol __,--3/r • I" •'-'...,lated tu~I• ---flllllh graN ---Amondld bockflll _,.... __ "'"" to!,1111 _,.,___1Na111e IOI backll 'Dudll,ftf ... ......_ ___ li\111 tc'° .,...,d raolbdt I• ....,., 1n ~• '-----Storfly .... TREE GUYING-NON PEDESTRIAN AREAS SCALE: NONE I i I ALL GROUND COVER TO BE TRIANGULARLY SPACED UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING DISTANCES. EQUAL C\c 1--""'G .... R O....,U ...... N_,_,,D..__...Cc.-...0_._VE ... R....__..S,.._p.,__.A~Cl~N-G ____ _ \..:::._) SCALE: NONE F ,---LllCiGO'OlE PM: STAKE: . 1RE[ 1IE DETNL I.OO!Va.£ PINE STAKES. 10 FT LONG, 5 R£llJ1ll£D ~ai11£,SEll/lEI 10 STAKE WITll . . CALVAMlE> NAILS 1X ROO'TB.\1.1. 1REE lftl.WK 'l1lEE 11£, NAIi. 10 srw: .. ·. ;!' PERFORAlED Pit PIPE I< S1J' CAP W/GR•VD. PER t . 3X R001BAIJ.. . PIANllNG. PLNI 1 . • !IOlE:. AU. PL\NT ~.ISINS SHAU. RECEIVE A 4" lAl'ER OF N'l'ROl'ED 11111.CH. 00 /r. ·M. AINTAIN. 'TURF FREE · M1£A 1Z" FROM ~K 6" .BASIN ti G. COlfJi 'S BASIN IN LAVIN . m i'-"ir'--PI.AllllNG lABl£1S (sa: SPte~) l'IAN11HQBACml PUDDLE AND srnJ.£ 10 SET PLANT AT . l . AN/SH GRADE • DOUBLE·STAKE TREE-24" BOX SCALE: NONE \ \ CUP 02-23 / HOP 02-11 --U)"-'2" Tim( 1li.t:m f'IJJIM lllEO -lllll'TMJ:. 't' lH!I):. WI.CH l.Alf.R PRIIJI lTJ f,Ul,!1IHG ~ (ID: ~ ~ !'tM'IIHC llEtM.) f FINJSlol·~ ® MULCH LAYER D 1---s,..,c--AL-=E.-. ,..,.No"""N=E---------------- ,x Rll01IMIL ,----,-lll!IE'IIII ,_ ITMIE .. ~--,m-,:w;,otrMI[. . ,Ill IIIJ01IMIJ. IIDll. AIL l'IJIIT -NL .-~·4'LA'll'Rrk Ail!Z&aa«. ' IIMl!Mi,.. ... . ME412"-- ' ' . l".-111.CIMR rs-11..- PUIIIMIIIADG'Ll. PllllDIE NII SEl1lt 1D 5ET PUNT AT -- © TRIPLE STAKE TREE 30" BOX SIZE OR GREATER E -~------SCALE: NONE ~8 CITY OF CARLSBAD ~8 1---+---+-------------+---t---+---+---t ~ RECREATION DEPARTMENT ~ 1---+---+-------------+---t---+---+---t DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL LARWIN PARK PLANTING DETAIIS 020 EXP. 4 30 05 OWN BY: CHKD BY: ___ , PROJECT NO. , . I DRAWING NO. 3B561-A . 410-8A RVWD BY: ELECTRICAL DATA SYMBOL MANUFACTURE/MODEL AREA SERVED TYPE HP VOLTS PHASE RPM ~ GREENHECK/BSQ-80-4 RESTROOMS INLINE 1/4 120 1 1655 CUP 02-23 / HOP 02-11 EXHAUST FAN SCHEDULE AIR DISTRIBUTION SCHEDULE WEIGHT SYMBOL MAKE &: MODEL SIZE REMARKS DRIVE CFM S.P (LBS) QTY REMARKS (AA) KRUEGER: SERIES S80V SINGLE DEFLECTION -EXHAUST W/OBD, 8x8 SURFACE MTD .. 35 DEG ANGLE BELT 600 0.25 75 1 PROVIDE WITH BACK DRAFT DAMPER CONTROL WITH LIGHT SWITCH (BB) KRUEGER: SERIES S80V 18x10 SINGLE DEFLECTION -EXHAUST W/OBD, SURFACE MTD .• 35 DEG ANGLE FIXTURE/EQUIPMENT SCHEDULE PLUMBING LEGEND ITEM DESCRIPTION MINIMUM ROUGH-IN SIZE NO. WASTE VENT cw !we\ WATER CLOSET-ADA 4" 2" 1-1/4" \ 1 / !we\ WATER CLOSET 4" 2" 1-1/4" \ 2 I /u\ URINAL-ADA . 2" 1-1/2" 1'' \ 1 / /u\ URINAL 2" 1-1/2" 1· \2/ IL\ LAVATORY-ADA 2" 1-1/2" 1/2" \ 1 / IMS\ MOP SINK 3• 1-1/2" 1/2" \ 1 / IDF\ DRINKING FOUNTAIN 2" 1-1/2" 1/2" \ 1 / IFD\ FLOOR DRAIN 2" 1-1/2" 1/2" \ 1 / /HS\ HOSE BOX ----3/4" \ 1 / IHB\ \2/ HOSE BIBB ----3/4" ITP\ \_ 1 _/ TRAP PRIMER ----1/2" lwHA\ \_J_ I WATER HAMMER ARRESTER ----1'' IPR\\ \ 1 / PRESSURE REDUCING VALVE ----2" PIPE SIZING CHART PIPE GPM FIXTURE UNITS VELOCITY SIZE FLUSH TANK FLUSH VALVE 1 /2" 3 4 --4 FPS 3/4. 8 11 2 6 FPS 1'' 16 22 3 6 FPS 1-1/4" 24 38 8 6 FPS 1-1/2" 33 60 18 6 FPS 2· 57 160 65 6 FPS 2-1 /2" 96 360 225 6 FPS NOTES: 1.) PIPING NOT SIZED ON FLOOR PLANS SHALL BE SIZED IN ACCORDANCE WITH PIPE SIZING CHART. 2.) PIPE SIZING CHART BASED ON 8 PSl/100 FT MAXIMUM FRICTION LOSS. 3.) MAXIMUM VELOCITIES SHALL BE: BRANCHES - 6 FT /SEC MAINS - 8 FT /SEC. I I HW -- -- -- -- -- -- -- -- -- -- -- -- -- . REMARKS ADA, FLOOR MOUNTED, WITH 1.6 GAL. FLUSH VALVE, OPEN FRONT SEAT, AND COVER FLOOR MOUNTED, WITH 1.6 GAL. FLUSH VALVE, OPEN FRONT SEAT, AND COVER ADA, WALL MOUNTED WITH FLUSH VALVE WALL MOUNTED WITH FLUSH VALVE ADA, COUNTER MOUNTED DUAL FAUCET, ADA COMPLIANT ADJUSTABLE, CAST IRON, WITH TRAP PRIMER INTERIOR, POLISHED CHROME-WITH VACUUM BREAKER IN RECESSED BOX EXTERIOR, WITH VACUUM BREAKER MANDATORY MEASURES A. WATER CLOSETS SHALL BE LOW- CONSUMPTION, 1.6 GALLON FLUSH CYCLE. B. URINALS SHALL BE LOW-CONSUMPnON, 1.0 GALLON FLUSH CYCLE. C. LAVATORY FAUCETS SHALL RESTRICT FLOW TO 0.5 GPM. D. SHOWERHEADS SHALL RESTRICT FLOW TO 2.5 GPM. E. SINK FAUCETS SHALL RESTRICT FLOW TO 2.2 GPM. PIPE MA TERJALS 1. WATER ABOVE GRADE: COPPER TYPE "L" HARD DRAWN PER ASTM B88 WITH CAST SOLDER JOINT FITTINGS PER ANSI 816.18 OR WROUGHT COPPER SOLDER JOINT FtTTfNGS PER ANSI 816.22 AAND USING A NON-CORROSIVE FLUX. 2. SOIL/WASTE, AND VENT: HUBLESS CAST IRON PER CISPI 301 AND IAPMO IS 6 WITH STAINLESS STEEL CLAMPS PER CISPI 310. ' ' SYMBOL -------- TP :) [: ::} - @ ~ ABBREV. B/F B/G CFH DN. FG FU FV TYP. VTR WHA TYPE OF FIXTURE WATER CLOSET LAVATORY DRINKING FOUNTAIN MOP SINK HOSE. BIBB TOTAL FU GPM TOTAL GPM rzJ ·, ' I 0 0 ' ABBREV. DESCRIPTION SOR W SANITARY SEWER OR WASTE B/G SOR W SANITARY SEWER OR WASTE A/G V VENT cw COLD WATER TP TRAP PRIMER FCO/COTG FLOOR OR GRADE CLEAN-OUT wco WALL CLEAN-OUT HB HOSE BIBB PIPE RISING PIPE DOWN s.o.v. SHUT-OFF VALVE FD FLOOR DRAIN P.O.C. POINT OF CONNECTION DESCRIPTION BELOW FLOOR BELOW GRADE CUBIC FEET PER HOUR DOWN FINISHED GRADE FIXTURE UNIT FLUSH VALVE TYPICAL VENT THRU ROOF WATER HAMMER ARRESTER WATER CALCULATIONS QTY 4 2 4 1 1 3 CW SUPPLY FU 5.0 . 4.0 1.0 0.5 3.0 ~ t.r TOTAL 20.0 8 . .0 4.0 0.5 3.0 4.5 40.0 47 47 BRANCH TO WH SEWER QTY -- -- 4 -- 1 -- .ARCHITECT FU -- -- 0.8 -- 2.3 -- TOTAL -- -- 3.2 -- 2.3 -- 5.5 5 5 QTY 4 2 4 1 1 -- FU TOTAL 4.0 16.0 4 . .0 8.0 1.0 4.0 0.5 0.5 3.0 3.0 ---- 31.5 NTD 4719 'Aow1khje >M;. -200 Sor> i:.o,.. C11 92123 GlendmJ .. San. lllogD. .. - E HVAC Engineering, Inc. 1---1----1-------------1f------1---1---+---1 ~ J C IT,LQ1IONF CDEP,\fil-,.§.!3AD 1 ~p· 5402 RUFFIN ROAD, SUITE 210 ~ . -r,n ,_,., 1 . ~ SAN DIEGO, CA 92123 PHONE, (858) 569-6591 LAR· WIN PARK FAX, (858) 569-7051 SCHEDULES, NOTES AND DETAILS ' I PRO IECT NO. 31881-, A. / / E~ TRY [~100 1 PLUMBING-DOMESTIC WATER FLOOR PLAN SCALE: 1/4" = 1'-0" PLUMBING-DWV FLOOR PLAN SCALE: 1/4ff • 1'-0" \ffN'S I ~.1 C2 , ( __ ----------' ' L. STORAG[ [ A10~ I EL[STR·CAL. [A10c, I SIORAGE [10i1,i] EU:CTF~tCAL l J\_~_o~).J ✓-, --1) ·-,,_/ ~. "·\ .• -,-.• , .• :. ,.·.ccc .. ccc=J / / / / / / / / / ( 1 -------------------.__. ..... 2 ./.,,'. .,· / V / ·z./~:~'.:7~- / / WCMFN'S t A! D1 j EN h'Y r-·· ·-··--·--, ;-\"IIX): MECHANICAL-FLOOR PLAN SCALE: 1/4" • 1'-0" ' I :·;··1 ' , • ! T--,, / , ,, / ,, / / T. ,..77/-//L/ /,, -~7/-17·· /-/·.~r_; --~-------/ ~---'·~~~-~ /1 ---· --.....4-.. .L. -. . (_,.,, / / / f / / STO~AGE I !-\: ()4 I t") -, '~,,,, \ \ ------d 7' / / / / / / / 3 SEAL ""'"'"'~ ,,,,,,,,.,,, . • CAI.I~,.,,_,# "'""""1111"11 CUP 02-23 / HOP 02-11 KEYNOTES 0 INLINE EXHAUST FAN LOCATED IN CEILIN SP ACE, FOR MOUNTING SIT~ & ·-:,:-,,-6-._ ~ MP-3 @FOR DUCT TAKE-OFFS, SEE Q ~ 0 SEE AIR DISTRIBUTION BOX DETAIL ~ ~ 0 LOUVER BY ARCHITECT 1.25 SF FREE AREA, ® DOOR' LOUVER' BY ARCHfftCT 0, 75 SF F RE!:. AREA, @ ® SEE FAN CONTROL DIAGRAM ? MP-3 0 FOR CONTINUATION OF SEWER AND WATER, SEE CIVIL DRAWINGS. ®FOR TRAP PRIMER DETAIL, SEE ~ ~ ® FOR PIPE SIZE TO INDIVIDUAL FIXTURES, SEE FIXTURE SCHEDULE SHEET MP-1. @FOR PfPING SIZES, REFER-TO PLUMBl,~G ISOMETRICS~&~ ~~ @FOR CLEAN-OUT TO GRADE, SEE G'\. u @BOTTOM OF SIDE WALL GRILLE TO BE MOUNTED AT 8' -0" A.F.F. @ BOTTOM OF EXHAUST FAN TO BE MOUNTED AT MINIMUM 9' -0" A.F.F. ARCHITECT NTD 4719 \1ow11dg& ,.,._, Sllllt 11» SOit ix., CA 92123 Gfeodam • San. Dio!I<>. •. -- ~ HVAC Engineering, Inc. 1---+---+-----------1--4---1----1--1 ~ I CITJ:_(?L, £!Bb§.!3AD I ~MP3 5402 RUFFIN ROAD, SUl1E 210 ~-~,,_. ....,...,.,_,., -~ SAN DIEGO, CA 92123 PHONE: (858) 5511-6591 FAX: (S58) $9-7051 LARWIN PARK l---+--+-------------+----11-----11----1----1 MECHANICAL PLAN, DOMESTIC WATER, DWV PLA I i 120V /1 !il I I I I I EF-1 EXHAUST FAN CONTROL DtAGRAMS NO SCALE 1-1/2"CW(12.5) - I ~g---1 ) COLD WATER ISOMETRIC NO SCALE WASTE and VENT ISOMETRIC NO SCALE LIGHT SWITCH BY DIV. 16 ---'MRfNG-PRO\/fDfD AND INSTALLED BY DIVISION 16 ---WIRING PROVIDED AND INSTALLED BY DIVISION 15 1·cw (3.o) ~.,, .,, 3/4"CW(5.0) 7 MP-3 2·cw (4o.o) 1/2"CW TAKE-OFF ;;.... LINE SIZE ISOLATION VALVE ---A-!..,,___ -- ACCESS PANEL--.../ TRAP PRIMER VALVE. MIN OPERA TING PRESS. 1 PSI WITH INTEGRAL VACUUM BREAKER I SEE FLR. PLAN -FOR NUMBER OF I I, DRAINS SERVED .J '---v-- 1 /2"TP UNE TO TRAP PRIMER INLET CONN. @ FLOOR DRAINS MULTIPLE CONNECTION TRA~ PRIMER DET All NO SCALE 3/8" THREADED ROD 2"x2"x1/8"L STtFFNER I I / I VIBR-A 1100 !SOlA TOR- SEE DETAIL 6 MP-3 ---GLUE-LAM BEAM ---4"x2"x3/16'Z..(TYP. OF 4) ---(2) 3/8"x2-1/2" LONG BOLT W/WASHER AND LOCKNUT ---~ / ......... .......... _ _, " I \ 3/8" THREADED. ROD / U-BOLT CLIP ,.r~ '------l.-. THIMBLE I "~-------1.. MOUNTING / BRACKET -c.o. CUP 02-23 / HOP 02-11 #3 PRE-CAST CONCRETE BOX WITH CAST IRON FRAME AND BOLTED COVER FINISHED GRADE CLEAN-OUT TO GRADE DETAIL NO SCALE FLEXIBLE DUCT (SEE SCHEDULE FOR SIZE) CLAMP (DO NOT USE D-UCT TAPE) NOTE: FLEXIBLE DUCT MUST BE SEALED TO COLLAR SHEET METAL SCREW (4 PER COLLAR MIN.) SUPPORT FROM STRUCTURE (TYP.) (DO NOT REST BOX ON CEILING) j EIUNG COLLAR-OPTIONAL FACTORY INSTALLED l TURN UP , ... lf~~::b;:::!:;::\:d; _-:t::::.:::i MINIMUM \_ SPIN-IN FITTING DISTRtBUT!-OI+ BOX-~ 24 GAUGE MIN. AIR DISTRIBUTION BOX CEILING-INLA y SURF ACE DIFFUSER, REGISTER MOUNTED OR GRILLE --NOTE: ,._ _____ ,._ __ -I-MECHANICAL NO SCALE 3/8" U-BOL T WITH LOCKNUT MIN. LOCA TIOOS: TOP-AND BOTTOM WITH INTERMEDIATE LOCATIONS 18" ON CENTER fF "L" ~S GREATER Tf+AN 18-3/4" THE VERTICAL STIFFNER IS REQUIRED. EQUIPMENT RAIL EQUIPMENT MOUNTING FLEXIBLE DUCT (SEE SCHEDULE FOR SIZE) RECTANGULAR---.- DUCT NO SCALE 3/8" THREADED ROD----- TO STRUCTURE EPDM OR NEOPRENE-.../ ISOLATION ELEMENT EQUIPMENT------1 TYPE "VI-, ~ L A TT ACHME:t>t T TO STRUCTURE --2• MAX. ,,.--STEEL SPRING -----JAM NUTS S.A CLAMP' (DO R.A. NOT USE DUCT TAPE) MANUAL BALANCING DAMPER WITH LOCKING QUADRANT ROUND DUCT TAKE-OFF TO MATCH FLEXIBLE DUCT SIZE ~-ROUND OR RECTANGULAR DUCT DUCT TAKE-OFFS NO·SCALE ARCHITECT S.A. rD/4 R.A. MANUAL BALANCING DAMPER WITH LOCKING QUADRANT NTD I I I 7 D _l 0 VIBRATION ISOLATION NO SCALE 4719 \llewtidgt IIM., Suitt 2CO San Diogo, CA 92123 Glendora • San Diogo • Auburn )li;t( HVAC Engineering, Inc. 1---+----+-----------l-----l--+--+----I ~ I CIT~l,.. ~~AD I ~3 5402 RUFFIN ROAD, SUITE 210 ~ · -~ SAN DIEGO, CA 92123 PHONE: (858) 569-6591 LARWIN PARK FAX: (858) 569-7051 PLUMBING D~TAilS AND ISOMETRICS "'·' ' DAff N'IIM. ■-F·FWIIIC REVISION DESCRIPTION ~r-----------------------------------------------_____;.. _______ _:C~U~P~0!.!::2.::!:-2~3!...!/ H~D:!!.P~0~2:.!-1..!...1 _7 L LIST OF ABBREVIATIONS ADD'L ALT. ACI APA ASTM AWS A.B. APPROX. ARCH. C B. PL. BM. BRG. BlWN. BLK. BLKG. B.E. BOT. OR BOTT. B.N. BLDG. C CIP CLG. CJ CL CLR. COL CONC. CMU COND. CONN. CONSTR. CONT'D CONT. CONTR. CSK. DL DP. DEMO. DTL. OR DET. DIAG. DIA. OR - DIM. 00 DBL. D.F. OWL DN. DWG. EA. E.F. E.S. E.W. E.N. ELEC. ELEV. EMBED. ENG. EQ. EQUIP. EXCAV. (E) EXP. EJ . EXT. F.O.C. F.O.M. F.O.S. F.S. FIN. F.F. FHWS FLR. FD FTG. FNDN. FRMG. GALV. GA. GLU-LAM GLB GR. HGR. HR HDR. HT. HD HORIZ. INFO. I.D. INT. ICBO INV. JST. KP KSI LAM. LDGR. LT. WT. OR LW LL LG. LLH LLV LO-HY M.B. MFR. MAS. M.O. MATL. MAX. MECH. MTL. MIN. MISC. N.F. N.S. NSA (N) NIC. NTS. NO. OR # ADDITIONAL ALTERNATE AMERICAN CONCRETE INSTITUTE AMERICAN PLYWOOD ASSOCIATION AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WELDING SOCIETY ANCHOR BOLT(S) APPROXIMATELY ARCHITECT/ ARCHITECTURAL AT BASE PLATE BEAM BEARING BElWEEN BLOCK BLOCKING BOTH ENDS BOTTOM BOUNDARY NAILS BUILDING CAMBER CAST IN PLACE CEILING CEILING JOIST OR CONSTRUCTION JOINT OR CONTROL JOINT CENTER LINE CLEAR COLUMN CONCRETE CONCRETE MASONRY UNIT CONDITION CONNECTION CONSTRUCTION CONTINUED CONTINUOUS CONTRACTOR COUNTERSINK DEAD LOAD DEEP DEMOLISH DETAIL DIAGONAL DIAMETER DIMENSION DITTO DOUBLE DOUGLAS FIR DOWEL DOWN DRAWING EACH EACH FACE EACH SIDE EACH WAY EDGE NAIL(S) ELECTRICAL ELEVATION EMBEDMENT ENGINEER EQUAL EQUIPMENT EXCAVATION EXISTING EXPANSION EXPANSION JOINT EXTERIOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD OR FACE OF SLAB FAR SIDE FlNISH FINISHED FLOOR FILAT HEAD WOOD SCREW FLOOR FLOOR DRAIN FOOTING FOUNDATION FRAIMING GALV.-.NIZE GAUGE GLUED LAMINATED GLUED LAMINATED BEAM GRADE HANGER HARDROCK HEADER HEIGHT HOLD DOWN HORIZONTAL INFORMATION INSIDE DIAMETER INTERIOR INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS INVERT JOIST KING POST KIPS PER SQUARE INCH LAMINATED LEDGER LIGHT WEIGHT LIVE LOAD LONG OR LENGTH LONG LEG HORIZONTAL LONG LEG VERTICAL LOW HYDROGEN MACHINE BOLT(S) MANUFACTURER MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MISCELLANEOUS NEAR F.-.CE NEAR SIDE NELSON STUD .-.NCHOR NEW NOT IN CONTRACT NOT TO SCALE NUMBER LIST OF ABBREVIATIONS (CONTD) o.c. ON CENTER OPNG. OPENING OPP. OPPOSITE O.H. OPPOSITE HAND O.D. OUTSIDE DIAMETER PHWS PAN HEAD WOOD SCREW P.J. PANEL JOINT d PENNY PIL. PILASTER PL. PLATE (STEEL OR WOOD) PLY. PLYWOOD PWJ PLYWOOD WEB JOIST PCF POUNDS PER CUBIC FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PL PROPERTY LINE RAD. RADIUS RFTR. RAFTER REF. REFERENCE REINF. REINFORCING REQ'D REQUIRED REQMT. REQUIREMENT RF. ROOF R.D. ROOF DRAIN RO. ROUGH R.O. ROUGH OPENING SCHED. SCHEDULE SEC. SECTION SEL. SELECT SEP. SEPARATION SHTG. SHEATHING SHT. SHEET S.M. SHEET METAL SMS SHEET METAL SCREWS SIM. SIMILAR SIMP. SIMPSON SPCG. SPACING SPECS. SPECIF'ICATION SQ. SQUARE STGR. STAGGER SPC STANDARD PIPE COLUMN STD. STANDARD STL. STEEL STIFF. STIFFENER STIRR. STIRRUP STRUCT. STRUCTURAL SYM. SYMMETRICAL TSG TAPERED STEEL GIRDER THK. THICK K OR KIP 1,000 POUNDS THRU THROUGH TN TOE NAIL T&G TONGUE AND GROOVE T&B TOP AND BOTTOM T.O.F. TOP OF FOOTING T.O.L TOP OF LEDGER T.O.S. TOP OF STEEL OR TOP OF SHEATHING T.O.W. TOP OF WALL TL TOTAL LOAD TS TUBE STEEL TYP. TYPICAL UBC UNIFORM BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL WT. WEIGHT WWF' WELDED WIRE F' ABRIC W/ WITH W/0 WITHOUT WD. WOOD WIJ WOOD-I-JOIST WP WORK POINT GENERAL 1. THE PROJECT SPECIF'ICATIONS F'ORM ,._ PART OF' THESE GENERAL NOTES. 2. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. CONTRACTOR AT HIS OWN EXPENSE SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO DESIGN BRACING, SHORING, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS. 4. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. 5. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 6. WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS SIMILAR PARTS THAT ARE SHOWN OR SPECIFIED. 7. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. .-.ND AfN OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 8. SPECIFlCATIONS, CODES AND STANDARDS NOTED SH.-.LL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE. PROJECT DESIGN CRITERIA 1. BASIC DESIGN LIVE LOADS: ROOF: 20 PSF {REDUCIBLE) 2. DESIGN EARTHQUAKE FORCES: TOTAL BASE SHEAR BUT NEED NOT EXCEED BUT SHALL NOT BE LESS THAN NOR SHALL IT BE LESS THAN SOIL PROFILE • SD SEISMIC SOURCE TYPE • B V • (Cv I / R T) W V • (2.5 Ca I / R) W V • 0.11 Ca I W V • (0.8 Z Nv I / R) W FAULT PROXIMITY • LESS THAN 2 km Z • 0.4 R = 4.5 Na • 1.0 I • 1 .0 Ca• 0.44 T • 0.112 Nv • 1.0 Cv = 0.64 3. DESIGN WIND PRESSURES: P • Ce Cq q1 I EXPOSURE C, BASIC WIND SPEED • 70 MPH, I •1 .0 DIMENSIONS 1. DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL DIMENSIONS (ELEVATIONS). 2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. 3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT NOTED ON STRUCTURAL DRAWINGS. 4. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FlNISH FLOOR ELEVATIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS. 6. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. SUBMITTAL$ 1. SHOP DRAWINGS, INCLUDING CONCRETE MIX DESIGNS, REQUIRED BY THE SPECIFICATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR 2. 3. 4. 5. REVIEW PRIOR TO FABRICATION OF THE ITEMS. A SCHEDULE FOR SUBMITTAL OF SHOP DRAWINGS SHALL BE PREPARED BY THE GENERAL CONTRACTOR AND REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO THE START OF FABRICATION. THE SCHEDULE SHALL PROPORTION THE QUANTITY OF SHOP DRAWINGS TO BE REVIEWED IN EACH SUBMITTAL TO ALLOW SUFFICIENT TIME, AS DEEMED REASONABLE IN THE PROFESSIONAL JUDGEMENT OF THE ARCHITECT AND STRUCTURAL ENGINEER, TO PERMIT ADEQUATE REVIEW. SHOP DRAWINGS SHALL INDICATE THE DATE OR REVISION OF DRAWING (S) FROM WHICH THE DRAWINGS WERE PREPARED. SUBMITTALS THAT DO NOT IDENTIFY THE LATEST DATE OR REVISION OF DRAWING (S) WILL BE RETURNED WITHOUT REVIEW. ONLY SHOP DRAWINGS THAT ARE COMPLETE WILL BE ACCEPTED FOR REVIEW. SHOP DRAWINGS AND CONCRETE MIX DESIGNS WILL NOT BE ACCEPTED DIRECTLY FROM SUBCONTRACTORS. SHOP DRAWINGS AND CONCRETE MIX DESIGNS WILL BE ACCEPTED FROM THE GENERAL CONTRACTOR ONLY AFTER BEING REVIEWED AND SIGNED BY THE GENERAL CONTRACTOR, INDICATING COMPLIANCE WITH THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. SHOP DRAWINGS AND CONCRETE MIX DESIGNS NOT COMPLYING WITH THE REQUIREMENTS NOTED ABOVE OR IN THE SPECIFICATIONS WILL BE RETURNED WITHOUT REVIEW. GENERAL CONTRACTOR SHAUL SUBMIT ONE ( 1) SET OF REPRODUCIBLES, AND ONE (1) SET OF BLUELINES. ONLY THE SET OF REPRODUCIBLES WILL BE RETURNED. IF, AFTER REVIEW, THE SHOP DRAWINGS MUST BE REVISED AND RESUBMITTED, THE SHOP DRAWINGS SHALL IDENTIFY EACH REVISION AND/OR ADDITION BY CLOUDING OR OTHER MEANS TO ASSURE PROPER REVIEW. EXISTING CONDITIONS 1 : ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS 15 GIVEN AS THE BEST PRESENT KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY. 2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT. EXISTING UNDERGROUND UTILITES 1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS, IF AfN, IS APPROXIMATE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES. FOUNDATION 1. ALL PORTIONS OF WORK PERTAINING TO EXCAVATIONS, FOUNDATIONS AND RETAINING WALLS SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 18. 2. THE FOUNDATION DESIGN IS BASED ON A GEOTECHNICAL REPORT BY: TESTNG ENGINEERS -SAN DIEGO, INC. REPORT NO.: 2002-0570 DATED: 1D/09/02 3. AN ALLOWABLE SOIL BE.o.RING PRESSURE OF 2000 PSF WAS USED FOR DESIGN. BOTTOM OF FOOTINGS SHALL BE 18" MINIMUM BELOW LOWEST ADJACENT FINAL GRADE AND BEAR ON APPROVED NATIJRAL GRADE OR COMPACTED FILL. SOIL TYPE: MEDIUM TO FINE SAND WITH TRACE SILT AND GRAVEL. 4. SEE SPECIFICATIONS FOR EARTHWORK OPERATIONS. 5. THE CONTRACTOR SHALL PROVIDE FOR DE -WATERING OF EXCAVATIONS FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE. 6. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND MONITORING OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAV.-.TIONS. 7: EXCAVATIONS FOR FOOTINGS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PLACING CONCRETE AND REINFORCING. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN EXCAVATIONS ARE READY FOR INSPECTION. THE ARCHITECT SHALL SUBMIT A LETTER OF COMPLIANCE TO THE OWNER. e. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS, TO THE APPROVAL OF THE ARCHITECT. FLOODING WILL NOT BE PERMITTED. 9. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION, SHALL BE REMOVED. 10. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD ANY BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC., BE FOUND. SEAL CONSULTANT ~ Ooneultlng Engln-re. lno. 23282 Mill Creek Dr. Ste. 100 · Laguna HIiia, CA 1128153 Tel (949) 462 -3200 • Fax (949) 482 -3201 www.KNAconaulting.com ARCHITECT KN.-. JOB NO. 101.3!0 NTD 4719 Yiewrldge kle., Sllfte 200 Son Diego, CA 92123 Glendoro • Soo Diego • Auburn t----+--+--------+----1------1-----1----1 ~1 CITY OF CARLSBAD ~2 ;:~:::::=::=-==:::::R::E:::CR:::E=:A::::TION:::::::::D::::EP:::::':::A:::::R1M==:EN:::::T=:=::'...:'~=::==: LARWIN PARK GENERAL NOTES t----t--t-----------+--+--4--+--.-U-Alm a : ,,,-~ -J;h ~J 3 PARK DEVELOPMJ;t!T MANAGER ✓ DATE l5WN BY: MP ~I =~PR~OJE~c~r~N;:o. ~. ==,;;:o;::;R::A=w==N==o=N~o. CHKD BY: Al A1n mi: RVWD BY: 38561:1!'-/'f . W.-01\ DA lE INlll.o.L ENGINEER Of' MlRK REVISION DESCRIPTION 0.-.1E INlllAI. D,._lE INlll.o.L 01HER APPROVAL aTY APPROV.o.L ---- J ~.---------------------------------------------------------=C:..:U-=--P.=.:02:..;·2==3:...:../...:...:H=-DP=--=-=02=--1:...:.1_7 L CONCRETE 1. 2. 3. 4. 5. 6. ALL PORTIONS OF WORK PERTAINING TO CONCRETE CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 19. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. MIX DESIGNS SHALL CONFORM TO SEC. 1905. MIX DESIGNS SHALL INCORPORATE THE FOLLOWING CRITERIA: MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. MAXIMUM WATER/CEMENT RATIO (BY WEIGHT) OF CONCRETE IN CONTACT WITH SOIL SHALL BE 0.50. MAXIMUM SLUMP SHALL NOT EXCEED 3• + /-1" FOR FOOTINGS, SLABS ON GRADE, AND MASS CONCRETE; AND 4" +/-1• FOR OTHER CONCRETE, CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CHLORIDE(S) SHALL NOT BE USED. SCHEDULE OF STRUCTURAL CONCRETE 28 DAY MINIMUM STRENGTHS AND TYPES: FOOTINGS SLABS ON GRADE (NOTE: 2000 PSI USED FOR DESIGN) ELSEWHERE UNLESS NOTED 145 PCF, f' e•I 2000 PSI 145 PCF, f'e•2000 PSI 145 PCF, f' e=·2000 PSI PORTLAND CEMENT SHALL CONFORM TO UBC STANDARD 19-1 (ASTM C-150), TYPE II. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C-33, COMBINED AGGREGATE GRADATION OF 3/8" MAXIMUM (PEA GRAVEL) SHALL NOT BE USED. READY MIXED CONCRETE SHALL CONFORM TO UBC STANDARD 19-3 (ASTM C-94). 7. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 3D4. CLEAN AND ROUGHEN TO 1 / 4" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 8. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE SECURED IN POSITION PRIOR TO Pl.ACING CONCRETE. 9. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE · BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER, IN ADVANCE, OF CONDITIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 10. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .. CONCRETE EXPOSED TO EARTH OR WEATHER: . . . .3" {16 THROUGH #18 BARS. . . . ... .. , ..... ······· 2· {15 BARS, W31 OR D31 WIRE, AND SMALLER. . . . . . . . . . . . . .. .. . . ............ 1 1/2 • 11. THE OUTSIDE DIAMETER OF CONDUIT OR PIPE SHALL NOT EXCEED ONE THIRD OF SLAB THICKNESS. CONDUIT OR PIPE SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE A MINIMUM OF 3 TIMES THE LARGER OUTSIDE DIAMETER. 12. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL MOLDS, GROOVES, REVEALS, ORNAMENTS, SLIPS AND GROUNDS TO BE CAST IN CONCRETE. CONCRETE BLOCK MASONRY (f'm = 1500 PSI) 1. ALL PORTIONS OF WORK PERTAINING TO CONCRETE BLOCK MASONRY CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 21. 2. THE STRENGTH OF CONCRETE BLOCK MASONRY CONSTRUCTION SHALL BE DETERMINED BY PRISM TESTING IN ACCORDANCE WITH SEC. 2105.3.2. 3. CONCRETE BLOCKS SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS CONFORMING TO UBC STANDARD 21-4 (ASTM C-90), GRADE N-1, MEDIUM WEIGHT UNITS. USE OPEN END UNITS AT VERTICAL REINFORCING. 4. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 5. MORTAR SHALL CONFORM TO TABLE NO. 21-A, FOR TYPE S MORTAR. MORTAR SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. 6. 7. B. GROUT SHALL CONFORM TO TABLE NO. 21-8, FOR COARSE GROUT. USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL CELLS WITHOUT SEGREGATION. ADMIXTURE SHALL BE SIKA GROUT AID, TYPE II. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. PROVIDE A MINIMUM ONE BAR DIAMETER OF GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. PROVIDE A MINIMUM OF 1" OF GROUT AROUND ALL BOLTS EMBEDDED IN MASONRY. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING VERTICAL REINFORCING. ALL CELLS IN CONCRETE BLOCKS SHALL BE SOLIDLY FILLED WITH GROUT. 9. MAXIMUM GROUT POUR HEIGHT SHALL BE IN ACCORDANCE WITH TABLE 21-C, AND SHALL NOT EXCEED 8 FEET. CLEANOUTS SHALL BE PROVIDED FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT. 10. HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAM UNITS, 11. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE TEXTURE, HEIGHT OF MASONRY UNITS, LAYING PATTERN AND JOINT TYPE. USE RUNNING BOND PATTERN, UNLESS NOTED OTHERWISE. 12. NO PIPES OR DUCTS SHALL BE Pl.ACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. 13. ELECTRICAL CONDUIT MAY BE ROUTED IN CMU WALLS AS FOLLOWS: A. MAXIMUM SIZE AND QUANTITY OF CONDUIT PER CELL (EXCEPT AT JUNCTION BOXES) SHALL BE ONE -1" DIAMETER OR 2 -3/4" DIAMETER (BUNDLED TOGETHER). B. CONDUIT SHALL NOT BE Pl.ACED IN A MASONRY CELL CONTAINING REINFORCING. C. CONDUIT SHALL NOT BE PLACED IN A PILASTER. D. CONDUIT SHALL BE PLACED AT THE CENTERLINE OF THE WALL. 14. ALL STRUCTURAL MASONRY WORK SHALL BE CONTINUOUSLY INSPECTED DURING LAYING AND GROUTING BY A SPECIAL INSPECTOR SPECIFICALLY APPROVED BY THE ENFORCEMENT AGENCY FOR THAT PURPOSE. REINFORCING STEEL FOR CONCRETE AND MASONRY 1 ' 2. 3. 4. ALL REINFORCING STEEL SHALL BE Pl.ACED IN CONFORMANCE WITH THE UNIFORM BUILDING CODE, CHAPTER 19, AND THE "MANUAL OF STANDARD PRACTICE" BY THE CONCRETE REINFORCING STEEL INSTITUTE, OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. REINFORCING BARS SHALL CONFORM TO ASTM A-615 GRADE 60, EXCEPT /13 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO ASTM A-706, GRADE 60. REINFORCING BARS IN CONCRETE FRAME MEMBERS, AND IN SHEAR WALL BOUNDARY MEMBERS SHALL CONFORM TO ASTM A-706, GRADE 60. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO UBC STANDARD 19-2 (STRUCTURAL WELDING CODE - REINFORCING STEEL, AWS D1.4, BY THE AMERICAN WELDING SOCIETY) AND SEC. 1903.5. WELDING RODS USED FOR THE WELDING OF REINFORCING SHALL BE E90XX. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. ALL *5 OR LARGER REINFORCING BARS SHALL NOT BE RE-BENT. 5. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL REINFORCEMENT, RESPECTIVELY. 5. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 7. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO DIAPHRAGM LEVELS, UNLESS NOTED OTHERWISE. STRUCTURAL STEEL AND MISCELLANEOUS METAL 1. ALL PORTIONS OF WORK PERTAINING TO STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 22, AND THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 2. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E OR S, GRADE B. STEEL TUBES SHALL CONFORM TO ASTM A-500, GRADE B. 3. ALL BOLTS SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OTHERWISE: ANCHOR BOLTS: ASTM A-307 TYPICAL STEEL CONNECTIONS: ASTM A-325N (NON-SLIP-CRITICAL) MISCELLANEOUS CONNECTIONS NOT NOTED OTHERWISE: ASTM A-307 4. ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX CONFORMING TO ANSI/ASME B18.2.1. BENT BAR ANCHORS SHALL NOT BE USED. 5. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 5. ALL WELDING SHALL CONFORM TO THE STRUCTURAL WELDING CODE -STEEL, AWS D1.1, BY THE AMERICAN WELDING SOCIETY. WELDING RODS SHALL BE E70XX. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 7. ALL WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS. SIZE OF WELDS SHALL BE BASED ON AWS D-1 . 1 FOR THICKER PART JOIN ED. 15. BOLT HOLES SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE. BOLT HOLES AT COLUMN BASEPLATES MAY BE 3/16" MAXIMUM LARGER IN DIAMETER THAN NOMINAL SIZE OF ANCHOR BOLT USED, UNLESS NOTED OTHERWISE. 9. DO NOT PAINT STRUCTURAL STEEL SURFACES THAT ARE TO RECEIVE SPRAY-APPLIED FIREPROOFING OR TO BE ENCASED IN CONCRETE OR MASONRY. 10. ALL METAL ITEMS, INCLUDING CONNECTORS, EXPOSED TO THE WEATHER SHAU. BE HOT-DIPPED GALVANIZED, AFTER FABRICATION. 11. STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF EXCESSIVE RUST, MILL SCALE, GREASE, ETC. 12. OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIF1CALLY DETAILED. WOOD 1. ALL PORTIONS OF WORK PERTAINING TO WOOD CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 23. 2. LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO. 17 OF THE WEST COAST LUMBER INSPECTION BUREAU, OR THE STANDARD GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. 3. 4. 5. DIMENSION LUMBER SHALL BE DOUGLAS FIR-LARCH, NO. 1 AND BETTER GRADE, UNLESS NOTED OTHERWISE. TIMBERS SHALL BE DOUGLAS FIR LARCH, NO. 1 GRADE, UNLESS NOTED OTHERWISE. MOISTURE CONTENT AT THE TIME OF INSTALLATION SHALL BE 1 9,-. OR LESS. ALL PLYWOOD SHALL BE STRUCTURAL 1 AND COMPLY WITH UBC STANDARD 23-2 (PRODUCT STANDARD PS-1). USE PLYWOOD NAILS SAME GAUGE AS COMMON WIRE NAILS WITH LENGTHS AT LEAST EQUAL TO PLYWOOD THICKNESS PLUS REQUIRED PENETRATION PER TABLE 23-1-G. EXPOSED MEMBERS SHALL BE SELECT STRUCTURAL GRADE, FREE OF HEART CENTER (WHERE SIZE PERMITS), AND SELECTED FOR APPEARANCE AND STRAIGHTNESS. 6. BOLT HOLES SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER DIAMETER THAN NOMINAL SIZE OF BOLT USED. RETIGHTEN ALL NUTS PRIOR TO CLOSING IN. 7. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS AGAINST WOOD. USE HEAVY PLATE OR MALLEABLE IRON WASHERS WHERE NOTED. B. DO NOT BORE OR NOTCH JOISTS, RAFTERS OR BEAMS, EXCEPT WHERE SHOWN IN DETAILS. OBTAIN ENFORCEMENT AGENCY AND STRUCTURAL ENGINEER'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. 9. METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE SIMPSON "STRONG- TIE", UNLESS NOTED OTHERWISE. FILL ALL ROUND AND TRIANGLE HOLES WITH THE SPECIFIED NAILS. APPROVED EQUALS MAY ONLY BE USED WITH PRIOR APPROVAL FROM ENFORCEMENT AGENCY AND THE STRUCTURAL ENGINEER. 10. ALL SILL PLATES WHICH REST ON FOUNDATION OR SLAB ON GRADE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH SEC. 2303.1.3, AND SHALL BEAR THE WCLIB OR WWPA GRADE STAMP AND THE AWPB QUALITY MARK. CUTS AND HOLES SHALL BE RETREATED PER AWPA M4. 11. JOISTS MORE THAN 8-INCH DEPTH SHALL BE CONTINUOUSLY BRIDGED BY SOLID BLOCKING, 2 INCHES THICK AND THE FULL DEPTH OF THE JOIST, SPACED AT 8 FEET ON CENTER. WOOD (CONT'D.) 12. ALL NAILING SHALL CONFORM TO TABLE NO. 23-11-B-1 -NAILING SCHEDULE, USING COMMON WIRE NAILS. PREDRILL ALL NAILS 20d AND LARGER AND WHERE REQUIRED TO PREVENT SPLITTING. 13. LAG BOLTS SHALL HAVE LEAD HOLES BORED BEFORE INSTALLING. HOLE DIAMETERS SHALL BE AS FOLLOWS: A. SHANK PORTION 8. THREAD PORTION SHANK PORTION 0.60 TO 0. 75 DIAMETER OF THREAD AND SAME LENGTH GLUED LAMINATED WOOD 1 . ALL PORTIONS OF WORK PERTAINING TO GLUED LAMINATED WOOD CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 23. 2. GLUED LAMINATIED WOOD BEAMS SHALL BE DOUGLAS FIR, COMBINATION 24F-V8 DF/DF, IN ACCORDANCE WITH SECTION 2312 AND ANSI/AITC STANDARD A190.1. SIMPLE SPAN BEAMS MAY BE DOUGLAS FIR, COMBINATION 24F-V4 DF /DF. ALL HEARTWOOD ALASKAN YELLOW CEDAR, COMBINATION 20F-V12 AC/AC, SHALL BE USED FOR EXTERIOR EXPOSED MEMBERS. EXTERIOR TYPE ADHESNES SHALL BE USED. 3. BEAMS SHALL BE ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED; INDUSTRIAL APPEARANCE GRADE ELSEWHERE. 4. ALL LAMINATIONS FOR GLUED LAMINATED BEAMS SHALL BE 2" NOMINAL THICKNESS AND OF THE WIDTH SHOWN OR NOTED. ALL LAMINATIONS SHALL BE PARALLEL TO THE BOTTOM EDGE OF THE BEAM, EXCEPT AS NOTED. 5. THE MOISTURE CONTENT OF THE WOOD AT THE TIME OF GWING SHALL BE NOT LESS THAN 7 PERCENT, NOR MORE THAN 10 PERCENT. 6. NOTCHING OR BORING OF GLUED LAMINATED BEAMS SHALL NOT BE ALLOWED UNLESS SPECIFICALLY DETAILED. MACHINE APPLIED NAILING 1. THE USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION AND THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE ENFORCEMENT AGENCY. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. IF NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER, OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY AND SHALL BE DISCONTINUED. NAILING SCHEDULE 1. THE NAILING IS TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. ALL NAILS SHALL BE COMMON WIRE NAILS. DRILL HOLES FOR 20d NAILS AND LARGER AND AS REQUIRED TO PREVENT SPLITTING. JOISTS OR RAFTERS TO SIDES OF STUDS: 8" JOIST OR LESS FOR EA. ADDITIONAL 4 • IN DEPTH OF JOIST BRIDGING TO JOIST, TOENAIL EA. END BLOCKING BETWEEN JOISTS OR RAFTERS -TO JOIST OR RAFTERS -TOENAILS EA. SIDE, EA. END (WHEN POSSIBLE, NAILS DRIVEN PERPENDICULAR TO GRAIN SHALL BE USED INSTEAD OF TOENAILS) (3)16d (1)16d (2)8d (2)10d BLOCKING BETWEEN STUDS, EA. END SOLE PLATE TO JOIST OR BLKG: TYPICAL FACE NAIL AT BRACED WALL PANELS (2)10d TOENAILS OR (2)16d 16d O 16" (3)15d O 16" DOUBLED TOP PLATES: TYPICAL FACE NAIL 16d O 16", U.N.O. LAP SPLICE (8)16d, U.N.O. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL (3)8d RIM JOIST TO TOP PLATE, TOENAIL 8d O 6" CLG. JOISTS TO PLATE, TOENAIL CONT. HEADER TO STUD, TOENAIL CLG. JOISTS, LAPS OVER PARTITIONS. FACE NAIL CLG. JOISTS TO PARALLEL RAFTERS, F,6,CE NAIL JOIST OR RAFTERS AT ALL BEARINGS -TOENAILS, EA. SIDE 1 • BRACE TO EA. STUD AND PLATE, FACE NAIL 1 x8 SHEATHING OR LESS TO EA. BEARING, FACE NAIL WIDER THAN 1 xa SHEATHING TO EA. BEARING, FACE NAIL 2" PLANKS CLG. STRIPS (FURRING): 2x3 PER BRG (STRONGHOLD TYPES) PLYWOOD NAILING -REFER TO PLANS. (3)8d (4)8d (3)16d (3)16d (2)10d (2)Bd (2)Bd (3)Bd (2)16d AT EA. BEARING (1)16d STRUCTURAL TESTS AND INSPECTIONS 1. 2. 3. 4. 5. 6. 7. IN ADDITION TO THE REQUIRED INSPECTIONS, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED BELOW. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, Tb THE S,6,TISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE STRUCTURAL ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE STRUCTURAL ENGINEER AND TO THE ENFORCEMENT AGENCY. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION, WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHE'.N THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE ENFORCEMENT AGENCY TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. THE FOLLOWING TYPES OF WORK SHALL BE INSPECTED BY A SPECIAL INSPECTOR: CONCRETE DURING THE TAKING OF TEST SPECIMENS AND Pl.ACING OF REINFORCING FOR CONCRETE, EXCEPT FOR: FOUNDATION CONCRETE, OTHER THAN CAST-IN-PLACE, DRILLED, PILES AND CAISSONS, WHERE THE STRUCTURAL DESIGN IS BASED ON A STRENGTH OF 2,500 PSI OR LESS. NONSTRUCTURAL SLABS ON GRADE. SITE WORK CONCRETE. BOLTS AND EMBEDDED PLATES INSTALLED IN CONCRETE PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND EMBEDDED BOLTS AND PLATES. STRUCTURAL WELDING DURING ALL SHOP AND FIELD WELDING • DURING WELDING OF REINFORCING STEEL. STRUCTURAi t,1ASONRY DURING THE PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS. STRUCTURAL OBSERVATION 1. THE OWNER SHALL EMPLOY KNA CONSULTING ENGINEERS (KNA), OR OTHER ENGINEER DESIGNATED BY KNA, TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN UBC SECTION 220 (REPEATED BELOW). OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. 2. AS DEFINED IN UBC SECTION 220, "STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM" CONSULTANT SEAL ESS/ C<J\A Coneultlng l!nglnee..., lno. 23282 MIii Creek Dr. Ste. 100 · Laguna HIiie, CA 92883 Tel (949) 462 -3200 · Fax (949) 462 -3201 www.KNAconaultlng.com ARCHITECT KNA JOB NO. 101.380 NTD 4719 Viewrldge /tNt., Sule 200 San Diego, CA 92123 Glendora • San Diego • Auburn ~ CITY OF CARLSBAD ~ l----+--+--------------+---+---1----1--------l ;::~::::::::·~===RE::::CR::::E::::A::::TION==:::::D:::EP:::::AR:::::lM::::::EN:::T::::==~~~~2 LARWIN PARK GENERAL NOTES f---+-~f---------l---+--~-l--lw~'J!f)a11i:f~~4---7/~w? PARK DEVELOP~T MANAGER ' DATE DWN BY: MP -;:I =:::::;P;;;R:;OJE::;:;c::;;T=N::o;:.=~1 =o=R=A_w«;=. _ =_ .. =N=o=:. CHKD BY: Al 38561 ,i,A 4111_ Oi RVWD BY: . . .. \l-Cll'I. DAlE INITIAL ENGINEER CF 111:lRK REVISION DESCRIPTION DA 11!: INITIAL DA 11!: INITIAL DlltER APPROVAL CITY APPROVAL J ~....-----------------,-------------------,,----------------,--------_...;;C_;_U_P...;;;.;02_-2_..;;.3_;_/_H.;..;_DP___,;;;_;;;02;;;.._-1;;....;;.1__,7 SLAB AND SUBGRAOE ---~---1// DEEP rqoLED L SEE PLAN \ , JOINT WITH /,; MAX. ~ ~ EDGE RADIUS f.LTERNATE: <I--~ -====.,,...-----t¾ /a" X 11/4" SAW-CUT WITHIN 8 HOURS OF PLACING CONCRETE CONTINUOUS KEY (WHERE CONTINUOUS ~OUR IS NOT USED) CONTINUE 50% OF REINF. THROUGH JOINT 1 ¼" CLR. ·- • • C202-0 CONTROL JOINT +---~CLAS-$ B ........ . LAP SPLICE \ I \ 1 ST POUR 2ND POUR TOOLED JOINT .~--3 EQUAL _...---SPACES . (WHERE OCCURS) (WHERE OCl::~u=Rs~)-~· CONSTRUCTION JOINT SCALE: NO SCALE 10 JOINTS IN SLAB ON GRADE 11 12 CONC. SLAB------~/ ON GRADE ,111,,;I 1's . l1JJU1T'.ill]T1-=1-11: WJi' ' . .:-- : 1'-6" MIN. DEPRESSED SLAB DEPRESSED SLAB CD CONC. SLAB----. ON GRADE , '·-.. L---/14 CONTINUOUS . \lll;;il illlllllilllll I ~11i1 '1=-111_1 ,1- - I 11 "' --::1 I 1s111=-: i jl.l -~ 3'i 2 • <D I ~ a• MIN. C204-0 SLAB-TURN DOWN G) SCALE: NO SCALE DEPRESSED S.O.G. AND SLAB EDGE 1(2) VERT. BARS / t'r'P. A ,---INTERSECTION BARS // SHALL MATCH HORIZ. I ' • I WALL REINF. TYP. I I 2'-0" MIN. TYP. I I -1-_1__ .• ~ -i---'----/r--+---.---i I '1-----1-===,-=t=-:::::1::=--1.> ? • i __ ~J=-ti---~=======;-~.--j • . 1--------..... - A V • • • • '• ' •, ·-. ·- • • WALIL LAP SPLICE (STAGGER} INTERSECTION WALL LAP SPLICE (STAGGER) • ",,--/ INTERSECTION (2)TYP. · ---• .._ , / VERT. BARS ·y CORNER --(1) 1YP. VE'.RT. BAR CORNER WALL LAP SPUCE (STAGGER) / / • • C303-0 SCALE: NO SCALE REINF. AT FND. WALL INTERSECTION NOTES: '5 u • N CLASS 'A" SPLICE LENGTH (TYP. 4-PLACES, 2'-0" MIN.) 1. FOR FOOTING REINFORCING SEE FOOTING ELEVATIONS AND/OR SECTIONS. 2. VERTICAL WALL DOWELS SHALL EXTEND TO BOTTOM OF FOOTING. C104-0 J" CLFt TYP. '~"I ll"'c:1_11.. I i'"I I l~J I 1=111:-• 11 _111- , ___ LOCATION OF STEPPED -FOOTING PER PLAN SCALE: NO SCALE ~--eACKFlLL PER SPECS.--~ ! I I A I I • I GROUND LINE -" I rl I I I -I I I \ I I ~ I ~--PIPE I I . " " " ',L©f'" 11 ; ~ ·•, 'r ~-~ \,_J 1 ·· • .. .. " TRENCH EXCAVATION lYP. ~ ! \ 0:--0 r ·-.._, !.,1 ii I FOOTING -' MIN. .._ --.. i '"'rTJ1-'-1rrt11 rri11 'r1'.!m'-~m1='f1 r1· -1 I 1=1 I . . •-::1 I 1=1 I ' I '-,", \ ' I --. I I .._ ---BOTTOM OF TRENCH .._ •• -. II J,---PIPE EXCAVATION SHALL NOT .._ -.. I ~ / NOTES: 1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING F'OUNDATION REQUIREMENTS. 2. IF REQUIREMENTS AS SHOWN CANNOT BE MET, STEP FOOTING PER TYPICAL "STEPPED FOOTING" DETAILEB C102-0 EXTEND BELOW THIS LINE +_Y .. UNLESS APPROVED BY THE ·• --. . GEOTECHNICAL ENGINEER • .._ .._ .._ SCALE: NO SCALE 7 STEPPED FTG: TWO LAYERS OF REINF. 4 PIPES PARALLEL TO FOOTINGS 1 8 9 1ST POUR 2ND POUR ~--TIE OR VERTICAL WALIL DOWEL ' y,/i;/ ADJACENT TO CONSTRUCTION JOINT "". ~ 0 ,.. ~ ½' ~ • ? 0 ~ 0 .. ~ 0 ...... , C105-0 SCALE: NO SCALE SLEEVE 2• LARGER THAN • V -r - 1 -PIPE THROUGH 1 STEM WALL , I I ~ i------t-1 -t-----.J / _ (b _,~STEM WALL OUTSIDE DIAMETER OF PIPE ------·-F---------(> IN THIS AREA LOWER -1 '-6" M1N FTG. SO PIPES PASS ~ . ~ ~ j FOOTING, FOR PIPES , /" TYP. . THRU STEM WALIL c:--.::11-:.==-•'=----_""--'l,-"""li ii~ ~ ~ 'i . ~',™ ,. ,:,,ll -f~WTTIWI 11' Jn NOTES: ;?; 2 • <D SECTION _,. ' 1- ELEVATION 1. F'OOTINGS SHALL BE STEPPED SO THAT THIS DIMENSION DOES NOT EXCEED 3' -0" . 2. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS. J. TRENCH BELOW FOOTING SHALL BE F'ILLED WITH CONCRETE BEFORE POURING FOOTING. CONCRETE F'ILL SHALL BE SAME WIDTH AS FOOTING ANO FULIL WIDTH OF PIPE TRENCH. C103-0 (D + 3' -0") MIN. SCALE: NO SCALE CONTINUOUS FOOTING CONST. JOINT 5 PIPES PERPENDICULAR TO FOOTINGS 2 SEAL CONSULTANT fc::J\A Coneultlnp l!npl~re, lno. 23282 MIii Creek Dr. Ste. 100 · Laguna HIii-. CA 112863 Tel (949) 462 -3200 · Fax (949) 482 -3201 www.KNAconaultlng.com ARCHrTECT KNA JOB NO. 101.3eo NTD 4719 V...-fdge ""'·• SoJlte 200 Son Diego. CA 92123 Glendon, • Son Diego • Auburn ~ CITY OF CARLSBAD ~ 1-----t----+-------------+---+---+--+---I ~ RECREATION DEPARTMENT ~ :==:::::::'...:::=::::::::===::::::::::=========--===~ LARWIN PARK TYPICAL CONCRETE DET.Alli3 i----1------;r-------------+---+---+---+---11✓:=-i~~RK~DEVE::-::W.=-'Lo=-='¢-'-cM~~-=--rir.A'--:-'N,.,.-AG=ER:::-""''----~J r-;..DA"'1Erl-,1N"'111AL"""+------------------if-::-DA-:-::1E=-+,,,INl"'Tl""AL-l---::DccA1E=-+-INcclT1,-,AL,-1 ~~~WN~K;::D~tsJ~~::::-::_::_~]j.,.~(i_ ==~, :=~PR~OJE::;;C;:T:::;N:;:;O,::.=::::;;, ==o==R 4 :::,_ 1 Wl~ 0 :;:;N~G:::;N:;:;0~1.I EIICINEER OF 'MlRI( REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWI) BY: . 38561-cA •· a . ·· . -BAJ J CUP 02-23 / HOP 02-11 7 MIN. EMBED. SPLICE LENGTH 1" MIN. . . ~: -g~ BAR DIA. CLR. BETWEEN ~ HORIZ. LAYERS (1" MIN.) /1 1 • MIN. GROUT / J / /I NOTES: ALL AROUND BOLTS <::1 IN MASONRY • ~/ --~h ""'--------~ 1. THE SCHEDULIES ON THESE DETAILS APPLY TO REGULAR WEIGHT CONCRETE TENSION DEVELOPMENT AND LAP SPLICE LENGTH ~; ·--~ . ANCHOR BOLT (145 -150#/CU. FT.) FOR GRADE 60 UNCOATED BARS -·,,.. REINFORCING STEEL SHALL BE SPLICED WITH CLASS B TENSION f'c = 3000 psi ; NORMAL WEIGHT CONCRETE FACE OF CONCRETE 2. OR MASONRY [/ / LAP SPLICES OR COMPRESSION LAP SPLICE, WHICHEVER IS GREATER, TOP BARS OTHER BARS / UNLIESS SPECIFICALLY DETAILED ON THE DRAWINGS BAR ' SIZE CLASS 3. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZE BARS. SPLICE LENGTH i CASE 1 CASE 2 CASE 1 CASE 2 BOLT SIZE EMBEDMENT EMBEDMENT FOR EMBEDMENT FOR A FOR MASONRY CONCRETE U.N.O. CONC. C SHEAR WALLS {13 .,., ,., 4. LAP LIENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN B '" 1/2° MINIMUM STAGGERED SPLICE 4" 4• 6" IN LIEU OF LAP LENGTHS SCHEDULED. A T 4 s;s• 4½" 7½" I SPLICE LENGTHS PER CATEGORY SEE TABLE BELOW B ,S MAX. FOR 8" ~ 5• "TOP BARS" ARE HORIZONTAL BARS SO PLACED THAT 12" OR MORE A ·~ • MASONRY '', 5. 5 ¾" s· 5• g• OF CONCRETE IS CAST IN MEMBER BELOW THE BAR. H ' ~ CASE, ACCORDING TO 6 A 4 <A MAX. FOR 12·-•.. 7/s" 7" 6" 10½· CENTER-TO-CENTER BAR SPACING B • u MASONRY . 6. BUNDLED BAR SPLICES: STRUCTURAL CONCRETE A 4 4 . 1· 12· ELEMENT COVER 7 s· 7• <2db >2db <3db >3db " ,, ' ~ 11/s" 131/2" A. INDMDUAL BAR SPLICES WITHIN THE BUNDLE SHALL NOT OVERLAP EACH OTHER. A , J • 9• 8" B. INCREASE LAP LENGTH 20% FOR A 3-BAR BUNDLE. 8 " ,T nn 70 1n7 11/4" 10· g• 15• c. INCREASE LAP LENGTH 33% FOR A 4-BAR BUNDLE. <db 2 2 2 2 A 1 1 ?1 "" a, . BEAMS OR 9 B ,ns • ~7 .. 1?1 NOTES: 7. LAP SPLICED BARS SHALL NOT BE SPACED TRANSVERSELY FARTHER APART COLUMNS ~db 2 1 1 1 A ',¾ 7 ~· THAN 20% OF THE REQUIRED LAP LIENGTH NOR MORE THAN 6". 10 '" 1. MINIMUM BOLT SPACING SHALL BE 12 BOLT DIAMETERS 0 WlTH A MINIMUM EDGE DISTANCE OF 6 DIAMETERS, 11 1 "1 7 1s UNLESS NOTED OTHERWISE. 8. CONTRACTOR MAY AT HIS OPTION USE A BUTT WELDED SPLICE <db 2 2 2 2 ,us 1 I 151 2. PROVIDE AN ADDITIONAL 2" OF EMBEDMENT FOR ANCHOR IN LIEU OF LAP SPLICE SHOWN SEE EB ALL OTHERS BOLTS LOCATED IN THE TOP OF COLUMNS. ~db 2 2 2 1 3. ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX CONFORMING TO ANS~ASME B18.2. 1 WHERE db • NOMINAL DIAMETER OF A BAR BENT BAR ANCHORS SHALL NOT B USED. NOTE: FOR ADDITIONAL NOTES SEE "REINFORCING LAP SPLICE NOTES" THIS SHEET. '4-. CORE CMU FACE SHELLS AS REQUIRED TO ATTAIN C501-0 PROPER ANCHOR BOLT EMBEDMENT SCALE: NO SCALE C410-0 SCALE: 1"=1'-0" BOLT EMBEDMENT SCHEDULE 10 TENSION DEVELOPMENT & LAP SPLICE 1 . ' CLASS B DEVELOPMENT LENGTH PER 0 ,BAR 7 - "-.,_ I "' ~ .... I I I::! 2 ~-z ,, lY /-CHIP OR GRIND ROOT I ,r-EXTEND BAR :i "' t,◊/~ / /,,., 1:1, ... • / TO SOUND METAL 60" I/ STRAIGHT AS FAR :<i ... "" . I','-.. /' BEFORE WELDING y--------y I // i,' AS POSSIBLE e e 15 ' ' 160: HOOK ..:,__,,,4d OR 2½• MIN. SECOND SIDE _j/ AND PROVIDE < '= ~ ~I \ /--, / FACE OF CONCRETE STANDARD HOOK g :1 ~ I ' '-., 'o/ V ' ' MIN. ;z ,:, .,,, ". ~" ~ \ I rv< ~ /, -, " ~ PER SCHEDUL ~ ,.:~ r / ..,. ); • 1;, o/_ ·-JI \' 1\ /\ i, ~ ,v/~l,~ -'J J! d '~-~ ~ --MINIMUM TENSION EMBEDMENT FOR GRADE 60 UNCOATED BARS WTH STANDARD END HOOKS D • 4d FOR 13 TO is so· HOOK 1/e· BAR NORMAL WEIGHT CONCRETE, f' c (psi) D=6dFOR 6TO 8 D • 6d FOR f 3 TO ia SIZE 3000 5000 6000 so· t:100~ l J:i' l:IOOK lflO: HOO[l; D • 8d FOR 9 TO 1 1 ~ 113 6" s· s· #4 a· 7• 7• TIE OR STIRRUP PRINCIPAL REINFORCINQ #5 1 o· 8" 7• :YERIICAL BARS l::lORIZOt:iIAL BARS #6 12· 9• a· #7 14• 11" 1011 #8 16" 12" 11 " NOTES: #9 18" 14" 1311 1. A PRE-QUALIFICATION TEST SHALL BE MADE BY AN APPROVED #10 20· 15" 14" 1 c:: § TESTING LABORATORY ON SAMPLES OF EACH SIZE BAR BEING WELDED. ,1111 22· 17" 16" 2. WELDING SHALL BE WITH E90XX LOW HYDROGEN ELECTRODES NOTES: NOTES: AND SHALL CONFORM TO A.W.S. -D1 .4. MAXIMUM OEFSET BE~D 1. THE SCHEDULE SHOWN IS BASED ON ACI 318-89 REQUIREMENTS. 1. ALL BAR BENDS SHALL 2. SIDE COVER > 2½• BE MADE COLD 3. END COVER (9D' hooks) 2 2• 2. ALL REINFORCING BARS t5 & LARGER SHALL NOT 4, FOR LIGHTWEIGHT AGGREGATE CONCRETE E RE-BENT. MULTIPLY ABOVE VALUES TIMES 1.3 C412-0 SCALE: NO SCALE C411-0 SCALE: NO SCALE C409-0 SCALE: NO SCALE . 11 BUTT WELDED REINFORCING BARS 8 BAR DEVELOPMENT LENGTH 5 BAR BENDS 2 CONSULTAN1 ~ Conaultlng SEAL D ~ E" l!ngtneera, lno. D 1· • ~ No'.12 5 ~ m 0 ' ·,_ ,,J 23282 Mill Creek Dr. Ste. 100 • L.aauna HIiie, CA 928153 '-' D/3 ~ ..., Tel (949) 4e2 -3200 • Fax (949) 4e2 -3201 11, • /LOW HYDROGEN WELDING 11, • "' Exp. 9--30---03 !iii www.KNAconaultlng.com 16 _1.ll RODS SEE SCHEDULE FOR * * I LENGTH OF WELD, U.N.0. /\ ~/t.1>unu ~ I fl/ '// \--&. ' <' OF C~\. \~~ KNA JOB NO. 101.380 I / STEEL PLATE-,. ·' Ill (0, \ ' ;:-::: i \ ' . ' ' .. ' .\ . ARCHITECT <:::;;;,';;,; /,/ ,1/ 1/ -" ,;;,;;;;7/~~ ~'. . e '/./};/ ;~:f,Sj,'1/):~ N T D ' ' 11,. ,,I 8 SEAL FLARE BEVEL WELP BUTT WELP ,: .. ~ ~-Al,~,.)' r--BEADS TO BE Al LEAST ~ 4~~~ FLUSH EXCEPT /16" AT - * fl ff C Ill I 1 IE t l $ #5 AND SMALLER -t'.;_ . I '/ 0 I~~// 0: 4719 Vlewlld91 >wt., Suite 200 San 01090, CA 92123 ///// ''#, '1 '.'//? i#' /_,/ , ' ~ ():' e>1,..lfdf-, G~ndoro • San Diego • Auburn .&;,./,··~, l• '-... LOW HYDROGEN WELDING RODS SEE SCHEDULE FOR m LAP WELD LENGTH OF WELD, U.N.0. CITY OF CARLSBAD m RECREATION DEPARTMENT 2 • MINIMUM WELD REQUIREMENTS FOR LAP WELDING BAR SIZE WELD LENGTH (EA. SIDE) LARWIN PARK /13 ,,. ,. NOTES: /14 2'/,· TYPICAL REINF. & ANCHORAGE DETAII.S 1. USE (E9DXX~ LOW HYDROGEN ROOS FOR /15 3• ALL REBAR ELDING. #6 3'/, ·ll121'~t?~A .. rz ;~.3 2. ALL WELDING SHALL BE SUBJECT TO CONTINUOUS INSPECTION. /17 4• PARK DEVELOPMENT DANAGER DA1£ C413-0 SCALE: NO SCALE DA1E INITIAL DA1E lllllAL DA1E INmAL DWN BY: MP PROJECT NO. DRA'MNG NO. 12 REBAR WELDING 9 CHKD BY: & ENGINEER OF WDRK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL RVWD BY: 38561.,-"" 410-SA. L J I I 1 CUP 02-23 I HOP 02-11 7 I ·---------,---------r--------------------, FREESTANDING CMU WALL REINFORCING SCHEDULE H w (A) (B)" (C) WALh THICKtfSS NOMINAL 1·-0· TO 2 -o·· 1 -6· 4 u 24 4 C :.:4 6 2' 1 • TO 3' o" 2· -o" 4 C 24" 4 C 24" -6" 3'-1" TO 4'-0" 2'-6" 4 C 24" 4 0 24• -6" 4•-1· ro s·-o· 3• -o· 5 C 24" 5 0 24" -8" 5'-1" TO 5•-0· 3'-6" 1/5 0 24" #5 0 24" 1/5 O 24" 8" s·-1· To 7'-o· 4'-0" 1/5 C 24" 1/5 0 24• lf5 0 24" s· 7'-1" TO 81-0" 4'-6· /15 0 24" #5 0 24" #5 0 24" 8" s·-1· TO s·-o· 5'-0" 1/5 C 24" 1/5 C 16" #5 C 16" 8" 9'-1" TO 10'-0" 4'-6" 2)#5 0 24" (2)#5 0 24" #5 0 16" 12· 10'-1" TO 11'-0" s·-o-(2)/15 0 24" (2)/15 0 24" 1/6 0 16" 12· • SPACE VERTICAL REINFORCING O 16" O.C. WHERE STACK BOND PATTERN OCCURS. M108-0 FREESTANDING CMU WALL SCHEDULE L I . ~-----···· 24' -o• MAX. O.C. FOR ALL / ., / '-WALLS EXCEPT WHERE NOTED ./ '", OTHERWISE ON ARCH. DETAILS / " OR ELEVATIONS. _,,/ I. ''-,. l I STACKED CONTROL JOINT-,, I /r--RAKE: JOINT & PROVIDE: FROM TOP OF FOOTING ~ : 111 /// SEALANT, SEE SPECIFICATIONS TO TOP OF WALL, TYP. I CMU WALL\ r-11:'.liJ I ' ) 15 BAR VERT. EA. SIDE--~/--t-' i'.lF JOINT AND DOWELED INTO FTG. M110-0 ' I I \ \ - - \_ 50l'. OF HORIZ. WALL REBAR AND ADDED REBAR SHOWN ON SECTIONS OR STRUCT. WALL ELEVATIONS SHALL BE CONTINUOUS THRU CONTROL JOINT SCALE: NO SCALE 10 TYP. CONTROL JOINT IN CMU WALL /13 TIES O e•-----, JAMB REINF. 7 - I I t TO 3t . r-JAMB REINF. I J_ r TIES SAME SIZE, AND // SPACING AS SCHEDULED REINF'. JAMB REINF.1 ii ;/ JAMB REINF.--, /// I -_[ r.=-==;::----==~::zti ,I r.=z::;;=::z;-i \ • 11-tt:=~14--_.1_ -- 3t TO St NOTE: TIES MAY BE TURNED UP AS NECESSARY TO FlT INSIDE WALL BREAK WEBS AND/OR INTERIOR FACE SHELL AS REQUIRED. M 111-0 SCALE: NO SCALE 11 CONCRETE MASONRY WALL PIERS DOUBLE CURTAIN OF (A) HORIZ. BARS--.,,, . 0 12" CMU WALL, TYP. ~-~ DOUBLE CURTAIN (B) VERT. BARS -., ,( J- O 12• CMU WALL TYP. ")/1 ______ CMU WALL {, :-'" ,-..-- 2· CLR.,1 I 2" CLR. '1 )· DOWEL TO MATCH VERT. ------. I I REINF. C REINFORCED SLAB ',, / _ ----(B)<tVERT. BARS ·1 1 ~-0 OF WALL +---+'I "Ylil 4' -0" MIN. LAP A'.. .... v FlNISH GRADE-~--.1 "' ;r• \ { I .,.----(A) HORIZ. BARS ~ , 1 . .A _..,.-,.--rf-REINFORCED SLAB EXTERIOR SLAB WHERE occu~s \ ' :c \ "' f 1· 1 WHERE 'OCCURS ] ' i' l.'.i 1,i:lc'J..! _i_:·_ : ' ----_~ .... [-.; . 5 l"/••1 ✓ cl I 1:-' . ' ~ .' (Zl/14 CONT. WHERE ·-" "' ,, I I ~1,r/l=r l"j'f'---1 -z'"'~·----~-.... (C BARS OCCUR .:--,_ _ 1 F -I 1...-~ ~1111 Sl: r··--1 J_ 2'.~ ~I / 'l=-111=1;1=1 n:' ·<:~--------- (3)1/4 CONT. ----3• CLR. -, 1 __ 'II_ . ~ J . (C) BARS b I SCALE: NO SCALE ' I I LINTEL R'E:INFORCING: (2)#5 FOR OPENINGS LESS THAN 5' -o• (2)#6 FOR OPENINGS 5'-1" TO 7'-0" LINTEL REINFORCING -- I I I \ ~ I I :1 I A \•'\<·-II.--- \ I a. I "' /:: LINTEL.-~. WHERE EXTENSION IS --~ REINFORCING ' NOT POSSIBLE EXTEND / • V \\ BARS AS FAR AS POSSIBLE/ \~D HOOK, lYP. / A \\ / ... ...-/ ....... ~ _..,..---TOP OF WALlc--~"-~ ,-I / '-~---#5 CONT. • / ,-::::--(2)1t5 CONT ../ / ./·· ,, . sro. HOOK / l/ /./ I:"'----- / -~ / / -/ L/ L//-,--TYP. WALL REINF. ~;,; / / / . / -V I/ /;--U-BARS SHALL • -""-'.:: : / MATCH VERT. • / "-~ _,• • / / WALL REINF. .. / '// / ~ / _+r----'I.~ // ! \ / '-SEE PLAN FOR ~ TYPICAL WALL REINF. -----STANDARD V / __ _..,. HOOK, TYP. //// ~g . / B J-H--., ◄ > ', / 2' -s• MIN. / '\/ TYP. -~~/·=::;:=:;:··='~.1::.k·~-+-(2)#!5 I 8 //\ ,--. · TYPICAL WALL ~ / '··,, ·DOWELS TO , -/f° REINF. I MATCH JAMB • ,-__1 i--' Ir // ... <O ';> I ;o o::"' , REINF., TYP. . ,1 r-'-FLOOR LINE '"a. / , N ----r--~ > ,+--1==:J".L/_· _____ \.::cj ____ ___!_~--l!--ll--;~..1/:__i ...J<' ---'I. ', T \ STANDARD END HOOK ....I WHERE MINIMUM EMBEDMENT IS NOT POSSIBLE ELEVATION M1 01 -0 \\\ \ JAMB REINF. TO EXTEND--~ FLOOR TO FLOOR OR FLOOR TO ROOF WHERE OPENING WIDTH EXCEEDS 4' -o• DEVELOPMENT - LENGTH 7 -/ :-.!: (I) ------LINTEL REINF. ---1 SINGLE MAT DOUB! E MAT ..,,L=IN"-TE=L'----'-"AN'"'"'D"----'-T=OP'----"O"-F_W=A-"'L=L-----------@ ---r--TYP. WALL ....... / REINF. ~---------~/ I_., / . ~-STANDARD I/ I / ,;,'/ • I/ .. HOOK y ' r·· · -~--JAMB REINF. SINGLE MAT HORIZ. LAP ,. ·: SPLICE DOUB! f MAT -U-BARS SHALL MATCH HORIZ. REINFORCING ""'----I JAMB REINF. PLAN l\l.l JAMB OR END OF WALL PLANS @ ~~~~~~~~~~~~-------<B SCALE: NO SCALE 7 MINIMUM REINFORCING AT CONCRETE MASONRY WALL OPENINGS 1 M104-0 • • V • .,-----TYPICAL / WALL REINF. •l/-(2)/15 VERT. // ~OPENEND // / / BLOCK AS REQ'D I• I,-./• / ,/ _,.--(2)1/5 VERT. ,/ / ' ✓v· CUT BLOCKS • -7 r • AS SHOWN I / • • • . --I \ I \l cuT BLOCKS AS SHOWN . ALTERNATE BENDS, TYP. "'1--;:::=11=· :;.-ilr <2)115 VERT. BARs 1 TYPICAL WALL-., " " REINF'. I'"' I ', -"-· I • .:i~ .,: ... r ,. ,- • ::J ' ~ .! g; \ OPEN END BLOCK_/ :c_,,_-~:j:::.J \ AS REQ'D • INTERSECTION LBREAK FACE SHELL FOR FLOW OF GROUT I • • I • • HORIZ. LAP SPLICE, TYP. I I • I .:z:. ' I CORNER ·-·- s ~ N ~ ~ :c g; . . /2)15 . VERT. BARS SCALE: NO SCALE M102-0 -,--------VERTICAL REINF. -., --i---, ... ~ +-------~1r----- ~ ~~ • --------'!.----,r-SLOPE 1:5 MAX . "-/ FOR COLUMN d ·• ••. __ DOWELS OR BARS--\ V REINFORCEMENT _ _ FROM BELOW -4,l_ NOTES: 1. ALL VERTICAL REINFORCING FOR COLUMN, PIERS AND WALLS SHALL BE DOWELED AS SHOWN, UNLESS NOTED OTHERWISE. 2. DOWELS SHALL BE THE SAME GRADE, SIZE, QUANTITY AND/OR SPACING AS VERTICAL REINFORCING, SCALE: NO SCALE 8 CONC. MAS. WALL INTERSECTIONS 5 VERT. REINF. LAP SPLICE-MASONRY 2 9 SEAL CONSULTANT f<J"A Ooneultlng l!ngtn .. re, lno. 23282 MIii Creek Dr. ate. 100 · Laguna HIiis, CA 920153 Tel (949) 462 -3200 · Fax (949) 482 -3201 www.KNAconaultlng.com ARCHITECT KNA JOB NO. 101.3!!0 NTD 4719 Vlewrldge ,.._, Suite 200 Son Oit9o, CA 92123 Glendora • San Diego • Auburn ~ CITY OF CARLSBAD ~ t----+--+---------------t---+---;t----+-----1 ~~::::="::::..'.:::==:::::R:::E:::C::::RE:::A::::ll::::ON=:::::D:::EP:::::::A'::'::RlM::::::EN'::'::T:::::==-:::~::::::::.:::::":::; LARWIN PARK TYPICAL MASONRY DETAILS t-----11---+-----------t----+--+--+---I ~~ ~ r;::-.-;;, -Z~3 :::P-f:ARK-=:--:::D-::EVELO:=-'::-P::::M:4.E::-'Mll'1~MtANt~A1Gc:::ER;::;,-;;__::;__=__::;.__;=-=-=-::;;::;:':;:::0::;A::;TE;::::::;::: l--...;;;,-t-;.;=:-+----------------t-:=,--,f-==+-=:=-+.:c=:-:-i uWN .,y: _.,.MPc.._ PROJECT NO. DRAWlffG NO. DAlE INlllAL DAlE INITIAL DAlE INITIAL CHKD B" ENGINEER OF -REVISION DESCRIPTION 0lHER APPROVAL CITY APPROVAL RVWD B~ -4111.I -I 38561-f', ·' , . ~10-8A ~ J ~~-----------------T--------------------.------------------------c-'--u'---P---'-0_2-_23'"---'-/_H_D_P"""--"02 __ •1"'---1---,7 L /,; DRILLL 1,1. "II HOLE _/// BEFORE !iOTCHING / BM., SEE PLANS I NOTES: 1. SEE PLAN F'OR Pl YWOOD THICKNESS, GRADE, AND NAILING. 2. BOUNDARY NAILING (B.N.). 3. EDGE NAILING (E.N.). 4. INTERMEDIATE NAILING (SPACE 12" O.C. 0 ROOFS AND 1 O" O.C. 0 FLOORS). 5. Jx4 F'LAT BLOCKING, U.N.O. 6. MIN. SIZE OF PLYWOOD SHEET SHALL BE 2'-0"x4'-0". 7. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR TO SUPPORTS. 8. NAILS SHALL HAVE 3/s • MIN. EDGE DISTANCE AND SHALL NOT BE OVERDRIVEN THROUGH OUTER PLY. r-F'RAMING MEMBER / SEE PLAN A / '· y ~ BOUNDARY OF DIAPHRAGM SEE PLAN FOR SPECIFIC CONDITIONS. LP-001 SCALE: 1 "~ 1 '-0" W202-0 SCALE: NO SCALE DETAIL E.N. ALONG BLKG. AND :J ALONG JOISTS FOR A DISTANCE OF 2' -o• 0 EA. ' CORNER OF OPENING \\ \ \ ' \ ' '1 \ -//' DOUBLE JOIST, OR I \ BEAM WHERE NOTED ON PLAN f-----'\'---4--,f-L----~,"-·-..,_•----l / ~, 2x FLAT BLKG •. --+~---: TYP. I --~ W111-0 I I \\ \~-~ DOUBLE JOIST, OR BEAM WHERE NOTED ON PLAN ··-~----SIMPSON ST12, TYP. CENTER ON JOISTS SCALE: NO SCALE OPENING IN HORIZ. WOOD FRAMING 10 HORIZONTAL PLYWOOD SHEATHING F.O. CMU-..__ • BLKG., 0 4'-0" o~. • -2x LEDGER SAME WALL ~ ~, PARALLEL JOISTS ~ v / SIZE AS JOISTS, W/ --...v ~ {2)16d PER EA. STUD / ·-.. 0 2x4 & (3)16d EA. < 1 ~ < _ --j II STUD O 2x6 & 2x8 > 1 v' / p-,-4 • Jt = \ JOIST / x>\' JOIST PARALLEL/ '/ ..::.:. \-STUD WALL CEILING JOIST __J V TO WALL WHERE OCCURS / ' 2x CONT. BLKG. SEE SCHEDULE / W/ SIMPSON /. ~ 2x LEDGER W/ ½" A.B. , U HANGER TO • O 4'-0" & 1'-0" MAX. / A LEDGER v FROM ENOS OF PIECE/ V CEILING JOIST --~ AGAINST CMU WALLSEE SCHEDULE W/ SIMPSON AGAINST WALL W212-0 U HANGER TO LEDGER CEILING JOIST SCHEDULE JOIST SIZE MAX. SPAN 2x4 0 16" O.C. 9'-0" 2x6 0 16" O.C. 14' -0"' 2x8 0 16" O.C. 1 a·-o· NOTE: THIS DETAIL IS INTENDED FOR CEILING JOISTS THAT SPAN FROM WALL TO WALL O CONTRACTORS OPTION. r 2x CONT. BLKG. I \ 2 • > I -CEILING JOIST 1\ SEE SCHEDULE I \-(2)2x PLATES A I ' LNON-BEARING STUD WALL ON TOP OF WALL SCALE: NO SCALE 11 CEILING JOIST SCHEDULE & DETAILS 't_ SPLICE WHERE OCCURS I s· 1'-+0" ;---1 ¼• SLOTTED HOLES TYP. PLACE BOLTS / 0 TOP OF SLOT. 1 1½• • 1½" II \ : --f"': __ BM. PERP. I \ . I / WHERE OCCURS I ' ·1 I ' I • . • I f----\--O-,-~+-+r+----4 ~ I/ I ,'lf/''1 -----I I \ I \ I / I 0~----♦ _J_ ~· ... -·· ~=~~=TI "' ~--- - -♦ J+lif"='="1J!: 1 I.., ,v I __IJ:, I ---I~ '\ TYP. / 3'/ v 1/ :~ \ \_ ¼· U-PLATE W/ 111 ' 16 111 \ (2)5/a"<II BOLTS I I \ I I 1, ¼• 1 I \ 1'-I, I --¼" U-PLATE W/ I j I ._ __ ¼" u-PLATE W/ 1 1 1 (4)5/a"<II BOLTS 1 , 1 (2)5/8 ·, BOLTS / I , 1 : I : \ .....,3;".'1/1-617"" v-, : I : I I I ~---TUBE OR PIPE COLUMN __ / I ' I I I SEE PLAN I I ,. ·1 ... END CONDITION @ CENTER CONDITION @ W108-0 SCALE: NO SCALE 12 WOOD BEAM TO STEEL COLUMN NOTE: NOTCHING OF JOISTS, RAFTERS AND BEAMS IS NOT PERMITTED JOIST AND RAFTER -------@ END OF LEDGER\ LEDGER @ .;;;.;;;;.;;....;...;.:_ ______ ~ B W103-0 )( < 2 (!_ C 2D MIN. +-i w ,__ ___ ~ff--------------t:'-,----, --------t----1{ + ;; . ;; W/2 W/2 1 en j I ' / ~ BORED HOLE ___/ a:, W/3 MAX. /-BORED HOLE ii: :IE • "' 11~ / -~ - I I t - ' I " i NOTE: NOTCHING OF TOP PLATES IS NOT PERMITTED DOUBLE TOP PLATE ---------® END Of--, SILL PLATE 1'-21/2• MAX. 5• MIN. 9" MAX( 5• MIN. 5• MIN.,. l 9" MA>· 9" MAXI I I ,--c:; OF SILL I I I I f!Lt..TE +-0-t 1 etrBef--7 --: __ -a--:>-•-l- 1 ANCHOR BOLT__/ ' 0 l l ' NNOOTTCE:HING o~ STUDS LWELHEECRTE. COOCNCDUURIST B/2 MAX. ~~~E DEPTH OF NOTCH D IS ' --GREATER THAN 8/_5, PROVIDE IS NOT PERMITTED MIN. SPACING • 20 ANCHOR BOLT EACH. SIDE OF' NOTCH AS SHOWN. WOOD STUD @ ----c SILL PLATE © ----------<E SCALE: NO SCALE 7 WOOD FRAMING HOLES AND NOTCHING 1 ,----1/e BEAM DEPTH + ONE LAMINATION ~~--1-l ~t=zr:z/:z, :z. z, z, z/ z:, /z:,:::z:zz::cz::r:::/:::aL__l_l _-_ J _C_ANT_. _l_c _<_1 _' -_o_,·,,~-+i-L_/_B_~ ___ 3_1/4_L_L_M_IN_. ___ ·_· -L-/B-,1;~-+~-CANT_. Le < 1 ':::0" SIMPLE SPAN BEAM L/2 MIN. / / / / / / / / -~ ----'~ c------~-------+---1/a BEAM DEPTH + "!.-1 / /,,. / / / / / / / / / , . , ., ONE LAMINATION L/l l 7/8 L MIN. L I BEAM WITH ONE END CANTILEVERED / / / / / / / / / / / / / _/ . / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CANT. Le > 1'-0 ,------1/a BEAM DEPTH + ONE LAMINATION --+---" ~ I/ / / / / / / / / / / / / / A 1· L/6 ¾ L MIN. L ! L/6 CANT. Le > 1'-0" BEAM WITH BOTH ENDS CANTILEVERED ==21 INDICATES PORTION(S) OF BEAM WHERE THERE SHALL BE 6" MINIMUM END JOINT SPACINd IN ADJACENT LAMINATIONS PER ANSI/AITC STANDARD A190.1 W115-0 SCALE: NO SCALE ,/ ◄ > I; ), W110-0 _,,.--// I I ,...,,0 \ \ \ ~-2x SOLID BLKG FULL DEPTH OF JOIST O 8' -o• O.C. OR MID SPAN, WHICH EVER IS LESS WOOD BLOCKING 1-SHEATHING / ; SHEATHING I ' ' I \ \ L ; \\'\ NAILING AT BOTTOM OF JOISTS SHALL JOISTS __; BE DONE AFTER ROOFING INSTALLATION ' '~ METAL PIECES SHALL NOT TOUCH --SIMPSON TB GALVANIZED METAL BRIDGING W/_ (2) 1 Od NAIL EA. END 0 B' -o• O.C. Ols MID SPAN, WHICH EVER IS LESS METAL BRIDGING SCALE: NO SCALE 8 SPACING OF END JOINTS IN GLB 5 WOOD JOIST BRIDGING 2 9 SEAL ss CONSULTANT fc::J\A Coneultlng ll!!nglneere, lno. 23282 MIii Creek Dr. Ste. 100 • Laguna HIiia, CA 92883 Tel (949) 482 -3200 · Fax (949) -1-82 -3201 www.KNAconaultlng.com ARCHITECT KNA JOB NO. 101.3!0 NTD ffeilil~llilfEIGlf3 4719 Viewrldge "'9., SUie 200 San Diego, CA 92123 Glondoro • Son Diego • Aubum l]H.ffiJ CITY OF CARLSBAD ~ t----+--t-----------------1---t----t---+----l ~ RECREATION DEPARTMENT ~ :==~==:::::::::::==::::::=::::::::::::===::==~~ LARWIN PARK TYPICAL WOOD DET.AIIB t-----+--+----------+--1---+----+---¾ ~ffe~~~d'~~"~"l~~~L.2__:;;', ~ PARK DEVELOPMENT MANAGER ' DA~ DA 'It: INlllAL ENOINEER OF lWlRk REVISION DESCRIPTION DA'lt: INITIAL DA'lt: INITIAL 01HEft APPROVAL CITY APPROVAL OWN BY: MP I PROJEm:, NO. I ORA'MNG NO. = :~ Al . 3B561-... . : 410-SA J L -- A 2'-811 '\. 01 8'-0" lYP.I,' ~3.1 ----1------· .... .I-_______ L---.--1------1------ .,... 'le I . .,, • "' I ;,, ~ I "' 3'-4" 5'-4" 10'-o" s•-4" 6·· s" : 3'-4" ,. .. _j,_ _ _::.__c_ __ ,.___-l----i--i--i---+--..i~------,0----+----1<-----.l<--.I< '-4 NOTE 13 NOTE 13 10·-s· 6'-o" 10'-e" +------------!'----.. ····-+----------------------,0 35'-4" +------------------. ··-· -------------------- FOUNDATION PLAN SCALE: ¼• -1'-0" FOUNDATION PLAN NOTES 1. SEE SHEETS S0.1 THROUGH S1 .4 FOR GENERAL NOTES AND lYPICAL DETAILS. 2. SEE SPECIFICATIONS FOR ALL SITE AND SUBGRADE PREPARATIONS. 3. SEE ARCHITECTURAL AND/OR CML DRAWINGS FOR FINISH FLOOR ELEVATIONS. 4. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ALL EXTERIOR CONCRETE PAVING, SLABS, BASES, CURBS, SITE WALLS, ETC. 5. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS. 7. ALL DIMENSIONS SHOWN ARE FROM FACE OF STUD, FACE OF CONCRETE, FACE OF MASONRY, CENTER LINE OF COLUMN, OR CENTER LINE OF WALL, UNLESS NOTED OTHERWISE. ALL COLUMNS ARE CENTERED IN STUD WALL, UNLESS NOTED OTHERWISE. 8. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WALLS. 9. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS. INTERIOR NON-BEARING PARTITION WALLS THAT DO NOT REQUIRE CONCRETE CURBS ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 10. SEE ARCHITECTURAL. PLUMBING, MECHANICAL, ELECTRICAL, AND KITCHEN DRAWINGS FOR ADDITIONAL EMBEDDED ITEMS AND SLAB PENETRATIONS. 11. FOR lYPICAL PIPE CHASE IN CONCRETE STEM WALL, SEE DETAIL 2/51. 1. 12. FOR TYPICAL SLAB JOINTS, SEE DETAIL 7 /S1. 1. 13. GLASS BLOCK WHERE OCCURS. SEE ARCH. ELEV. DRAWINGS. LEGEND +· ) '+ 1· l ·+ ®----® I ' : INDICATES MASONRY WALL. SEE PLAN FOR THICKNESS AND REINFORCING. : INDICATES CONTROL JOINT IN CMU WALL. SEE DETAIL 7 /S 1.3 FOR ADDITIONAL INFORMATION. : INDICATES STEP IN CONTINUOUS FOOTING. SEE DETAIL 4/S1. 1 FOR ADDITIONAL INFORMATION, STEP CONTINUOUS FOOTING TO MATCH BOTTOM OF LOWEST ADJACENT FOOTING ELEVATION. D'.P!CAL SLAB ON GRADE 5• CONCRETE W/ #4 0 18" EACH WAY 0 CENTER LINE OF SLAB (MINIMUM SPLICE • 24 ", STAGGERED), OVER 2• SAND. OVER VAPOR BARRIER, OVER 2• SAND, OVER COMPACTED FILL OR NATURAL GRADE, UNLESS NOTED OTHERWISE. - " \ 1 -- 2 - lYP. 0 4x OUTRIGGER ~ B C I MIN. 5'-6" 10d O 2½"/4"/12• S4.2 D © MIN. 5'-6" 10d O 2½"/4"/12 lYP. I----' ' I I J----,:----j--_:C;::O::;NT:.:_,:...:::HS::::S~6~x.:,:1 O:'.::x:.! 11'.:.t..+-½~::r. j--,--;:=:;::::U.-1 = = = = = = = 7 i I @12 lYP. I_I I I 1-II I S4.1 I I I I I I I I I I I I ,-.....:.~ I v ....d=r'f--/ ~H ---r-1-----...,-I I -----I I I I ST62 6 4x JO ST62136I I I =-=T=~~~':::-::: I I 1-··· CMST1 4 STRAP I I 0 " 0 --X X ,.. ... 8 TYP. S4.1 4x10 ST6236 1• ~.•.· ·>. ~ I I I~ ,.. ' ~ I I I c::l / I I ~-+-...:5:......i lYP. I ffi~~4;.x1F60~~~~5I 54· 1 4x BLKG. FOR MIN. 4'-0" 5 S4.1 1 ST6?JS L _ -7 I -_ _J -I I .-CMST14 STRAP-=~ ~----------a,,;\2 ~-+-l--'lt=~~~1~0=~,t==~----1lr-----1fl//~ -4Xro ' --' \.:..J CONT. 51/, x12 GLB I I I 51fe1x12 GLB I \ / / 1 I "-ST6236 I \, / : :~fN.B~~~:._6,!)R tt ~ \t-, -. -l / : : -+-+++---',--/---1-1---------L---'!..t \_ ----··H-1-+--------+-+---i I \ / I I o 'x/ I ....i.-.l----1--1-..:2:......ilYP. lo O I IO O d I Ix /\\ -I I ~ -/ ~ I S4. 1 I,.. I , ~ I I -ll ~ , \ ~ I I 4 TYP. o I / \ TYP.W I I I ~ / \ I I I S4.1 4x OUTRIGGER : / \ \§' : : / \, I I-4x BLKG. I I ~~ro=:gb=.J io I Y O STRAP, lYP. I r,.....,;::.._+-4-_-1.-1-...1 4x10 lYP. ST6236 : : ; ST6 6 4x1 3 I I 8 I I e lYP. 7 I I : I L __ S4.2 ________ _, L _____ J L _ c::l S4.2 _J ~ _J ! L_______________________ ------___ L ___ J J --+---------1 3 MIN. 10· -o· l 2x10 FASCIA W/0 SPLICE ' PER L!U TYP. 0 4 CORNERS ~ ROOF FRAMING PLAN CONSULTANT ROOF FRAMING PLAN NOTES 1. SEE SHEETS 50.1 THROUGH S1 .4 FOR GENERAL NOTES AND lYPICAL DETAILS. LEGEND -,~---""' : INDICATES SPAN OF JOISTS. S£AL ~ Conaultlng l!!ngln••ra. lno. 232B2 MIii Creek Dr. Ste. 100 • Laguna HIiia, CA 92653 Tel (949) 462 -3200 · Fax (949} 4152 -3201 www.KNAoonaultlng.com 2. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL/PARAPET ELEVATIONS. 3. SEE ARCHITECTURAL, PLUMBING, MECHANICAL, AND EU::CTRICAL DRAWINGS FOR SIZE AND LOCATION OF ROOF OPENINGS NOT SHOWN ON ROOF FRAMING PLANS. SEE DETAIL 11/S1.4 FOR lYPICAL OPENING. UNLESS NOTED OTHERWISE. 4. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING ANO NON-BEARING WALLS. 5. PROVIDE 2" BY FULL DEPTH SOLID BLOCKING AT 8' -o• MAXIMUM FOR ROOF JOISTS OR RAFTERS MORE THAN 8" IN DEPTH. FOR ADDITIONAL INFORMATION SEE DETAIL 2/S1.4. 6. ALL LINES AND/OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (B.N.), STAGGERED. 7. SAWN LUMBER HANGERS SHALL BE SIMPSON W HANGERS, UNLESS NOTED OTHERWISE. ~---·-: INDICATES EXTENT OF JOISTS. TYPICAL ROOF SHEATHING AND NAILING 11/32" STRUCTURAL I PLYWOOD W 1 Od O 6" BOUNDARY NAILING (B.N.) W/ 1 Od O 6" EDGE NAILING (E.N.) W/ 1 Od illl 12" INTERMEDIATE NAILING BLOCK ALL EDGES. SEE DETAIL 7 /S1 .4 FOR ADDITIONAL I INFORMATION. ARCHITECT KNA JOB NO. 101 .380 NTD 4719 "1ewrldge /we., Suite 200 Son Diogo, CA 92123 Glendora • San Diego • Auburn ~ CITY OF CARLSBAD ~ l---+---+--------------1----1---1----1----1 ;::~:::::::::::;1 '..===R=:E::C::REA=Tl:=ON:::::::=DEP:::::::::A::::RlM==:EN=:T:=::::::'..::~=::=:=2 DAlE INITlAL DAlE INITlAL DAlE INITIAL ENGINEER Of' W!1RK REVISION DESCRIPTION DlHER APPROVAL a1Y APPROVAL LARWIN, PARK FOUNDATION & ROOF FRAMING PLANS Y: MP CHKD BY: Al R\IWD BY: PROJECT NO, 38~5't>!A I DRAWING NO. 410-8A J L / / --A- --r --------// r,._ ·~----CONT. (2)#5 0 TOP / •,,_"· _/' ~------15• CMU W/ f5 VERT. 0 24" O.C. -/ AT CTR, OF WALL & f5 HORIZ. C 24" O.C. ~ :;s co 2 /~ / ~----f4x5'-0" OWLS TO MATCH SLAB REINF. . ,/' / I ,--DEPRESSED SLAB, SEE PLAN l'~ // -I I 002 / / I _, ~ _____________ // /, _ /__ ___ J _ _ _ _ __ _ __ _____ _ F.F. di, --SEE-ARCH. "'17 1------------1 / 1--1-,-----------i • ,.·: ·.'' :·_ :-...·' .--·_' s' '• ': :'._::;;,'·-·,, '-, .. ; ·:: _-\:",'.'.: '<<.'_,::-: ,_"-;;'-:<-": . UTII_J_ t et:: == . N ..J -, I -'k-----~,._u ___ ,++"-1.----,1,-..J _!__..!_T ,-!....! • N - Ii' 111 1 . -- _,,,_ -rv"--r //// ---MASONRY WALL BEYOND • I I .. I-"/ I I I 2•-0• MIN. -----DOWEL TO MATCH / SLAB REINF. SIZE / AND SPACING ALT. / DIRECTIONS OF BENDS I ' I I I I I , / • .. L - -_...,._ __ __., LP-009 DETAIL 'b .1 ,. LP-023 DETAIL . 5 .,, u <t WALL,i FTG. & OWLS i --._____ (/5 C 24 • O.C. AT TOP&BOTT. MIN. PARTITION WALL ,,✓ V/ 6" CMU WALL -\ / PER@_o \ _, v \,-/ ✓✓ ' • • •• • 1 '-o· SEE DETAIL 1 FOR ADDmc!SFORMATION FOR ADDITIONAL INFORMATION SEE DETAILEB SCALE: 1 •= 1 '-0" LP-006 SCALE: 1 "=1 '-0" LP-004 ,/ -:, :-·,.:-.. :.:_.>-··· x·.:. .:-·-. /''i-' -.-.!'·-'-<.C ,,- 10 DETAIL 7 DETAIL • /v / /• /' / / /I// / I/ /DEPRESSED SLAB, SEE PLAN _/· I/ : I 1-----------V/, //,__ -+' F.F. di, " ------------SEE ARCH. "'17 . . / / / . -'."'",<<', .:·.'/,:-'.·:,? ,-.,,, ',,, .. ,'_•-':,<~ :):.".2'.-: ·' -::.". "> ~_:-;·,,_./·;~?:'.' ., ·:: ,:;;·,, ~ml l,) 111 II ;UJ;=.: 1 111 li-c::;IT--~fll-_ __, ;Jl, ,,l .. . • • ro z I :ii - • 111=111-I ,_, I,, 1...---,=lhll_u._,' L. - --··'-------· - • FOR AOOmONAL INFORMATION SEE DETAl0 ': :Ill :Ill :lll:-"'-·1-,_,_1--1,- FOR ADDITl~FORMATION SEE DETAIL~ SCALE: 1 "= 1 '-0" LP-007 SCALE: 1 "=1 '-0" LP-005 11 12 DETAIL 8 ~ -/////,~ MASONRY WALL BEYOND I,," r -DOWEL TO MATCH SLAB I I I /' REINF. SIZE & SPACING I /' ALT. DIRECTIONS OF BENDS I // : / r--DEPRESSED SLAB I I 2'-0~ I -- I ! // I SEE PLAN I/ --------.--------,. ...... /;--/ ---. ------SE:·:R~ ◄ • I • ' ' . FOR ADDIT~~FORMATION SEE DETAI~ LP-008 DETAIL .. I I I I I ' SCALE: ~ . I; . :,; - 1 "=1 '-0" 9 DETAIL --// / // / // ,/ / // / / / // ,/ • /" .. / /.· / / // .. • NOTE: CONTRACTOR TO CDORO. T.O. STARTER WALL SUCH THAT CMU COURSING CORRESPONDS W/ FINISH FLOOR • ., . I~ • ::t - SLEEVE 2" LARGER -~ THAN OUTSIDE ti OF PIPE -WHERE OCCURS SCALE: I "=1'-0" LP-002 ,----SLAB ON GRADE / SEE PLAN I I • ~-'. :,: /:;,' ' ' ··:::.o:'.-"': 11'° 11 '311- 11 Ill\ I=:;-~' 'TT' -\ __ DOWEL TO MATCH SLAB REIN F. SIZE AND SPACING. LAP 2" -0" MIN. W/ SLAB ON GRADE REINF. 4 DETAIL FOR ADDmONAL INFORMATION SEE DETAILEB SCALE: 1 "=1 '-0" LP-003 5 DETAIL SEE PLAN CUP 02-23 I HOP 02-11 3" CLR. TYP. s· cMu w / fs VERT. 0 16" O.C. AT CTR. OF WALL AND #5 HORIZ. 0 24" O.C. SCALE: 1 "= 1' -0" r../'-r I /,.,.-----MASONRY WALL !!EYONO I ~ ~ I I ,--DOWEL TO MATCH I SLAB REINF. SIZE / I ANO SPACING. LAP 2' -o• MIN. W/ I SLAB ON GRADE / REINF. ALT. BEND / IN FTG. • • . ~:-''.:::.·~:,::<:·;'~._:: ~---.::-;,-.--,':, ·•-,' ·, _:'.:~·.:, -,•,:-,;., _;,- i 11I 11= ,----'---+-----,111=11 I ,111,, il t=ITT:_ 'TT • • iM, I I~ 1 ..!.---"''----'-' • SCALE: 1 "= 1 '-0" 2 CONSULTANT f<J\A Coneultlnc, l!!ngl1 •••re. lno. 2321!12 MIii Creek Dr. Ste. 100 · Laauna HIiia. CA 112583 Tel (949) 4t!l2 -3200 Fax (949) 462 -3201 www.KNAconsuttlng.com ARCHITECT KNA JOB NO. 101.3eo NTD 4719 V',ewridge /we., SUlle 200 So• Diego. CA 92123 Glendora • S.n Diego • Auburn LARWIN PARK FOUNDATION DETAII.S 1-----1-------+-----+----l------l l~~u ~4--0-~ I l----+---+---------------+---+---+--1-------1 -PA;..:R_K-"-D-EVE__;;;...LOP-=-M-EN.c......;,~-M'-'AN;.._AG..,,ER'---------475✓ DA'IE INITIAL EHGINEER aF -REVISION DESCRIPTION DWN BY: MP I ,__D_ATE_~IN_lll_AL---,t--DA_lE_~IN_ITI_AL__, CHKD BY: Al DlHER APPROVAL CITY APPROVAL RVWll BY: . PROJECT tlO, 3B561:.A I DRAWIN-G NO. 410:-SA ---·" ·--·-J L ~ I <t STRAP I ~EE ... ~LANS FO.R __ LENGTH_ . --+----J.'.-:-.9~ _M,"'IN.._. ---~ SIMP. STRAP, SEE~ PLAN \ \ '\ ' '-,~,, ( ',,,,,, ~-"•,, I '-· ...•... ,,, /// 4x BLKG. W/ (3)16d ___ _/ 0 EA. END O STRAP, lYP. (SEE PLAN FOR EXTEND) / ~ I I L4x BLKG. W/ (2)SIMP. A35 PER BLK. TO PLATE, TYP. I I ' '•,,,"'-,,,"'":o-. '•·,,,""'"'-, \ I ···,," ~ I , I . ~ 1·-·7~ ,., .. ., e-:::'.:t ' • ' NOTE: ROOF FRMG. & 4x NAILER NOT SHOWN FOR CLARITY. 2· cut 1 . , // lYP. 1 / .---.'· /-GLB., SEE PLAN / ., \ (2)#5x4' -o• OWLS. _,./ \~ (2)#5x1 O' -o• ELEVATION ' 4x OUTRIGGER O -~ 4'-6" O.C. W/ (2) SIMP. A35 TO 4x FASCIA & (1) SIMP. SIMP. U HANGER TO 4x RFTR. FOR ADDIT~~FORMATION SEE DETAL~ I I • "' 2x F'ASCIA W/ {3)16d PER __.:c,. ~ 2x RFTR. II.DD (1)SIMP. A35 AT V CUP 02-23 / HOP 02-11 / 2x RFTR., SEE PLAN I A I j ,I_... \ ~ ;~ ~: .. \\ '~---4x SHAPED BLKG. W/ (3)1&<1 & I/ , \ \ (1) SIMP. A35 PER BLK. TO 4x PLATE +-~~ -/ -i)-\ / \ ' \ 1/ / \ \ \~ SIMP. HGA10 0 16" O.C. I/ // \\\\__ 4x PLATE W/ ¾"• A.8. I// / \ 0 16" 0.C. OVER 1 ½" DRYPACK :././/\ \ • I/ \ L CONT. (2)#5 1/~l/ \\ / / '--CMU WALL, SEE PLAN LP-015 SCALE: 1"=1'-0" LP-012 SCALE: 1 "= 1 '-0" LP-020 SCALE: 1"=1'-0" LP-010 SCALE: 1 "=1'-0" DETAIL 4x FASCIA W/ (2)SIMP. ~- A35 TO 2x FASCIA ·-..., NOTE: 2x RFTRS. NOT SHOWN FOR CLARllY. LP-016 DETAIL LP-021 2x DECKING ---~ \ I 'x /\ 4x RFTR. ___J DETAIL .._"" A V I PLAN VIEW /2x FASCIA, SEE PLAN I ' I 10 DETAIL 7 DETAIL 4 DETAIL 1 B.N.-7\\ SHAPED PLATE AS NEEDED ~ r-SIMP. ST22 0 48" O.C. '/ \ I 2x RFTR. W/ SIMP. LSSU -~ -~ I ' HGR. TO GLB., TYP. / ~ / • \_~ '-., '·~ GLB., SEE PLAN -( 7 \ \..-_} !~ SPLICE & STRAP I • ;,, 0 ' 0 ' I 0 I 0 ,., (1, -;~-~: / I/,.,./ E90XX r.-:--T?""-4 / v t,,' "·--..______ LO-HY, TYP. 5/e v /" V ·--(2)#5X4'-o" OWLS. (A705) ' / WELDED TO STL. 1£ I/ / "'--.. / . '---. / "'- / ,/ ·~ CMU WALL, SEE PLAN \ \\ \__ GLB., W/ U IE. PER W ~ OVER 1 ½ • DRYPACK (2)16d PER BLK.--, \\ /.-(3)1-0d PER BLK., TYP. 2x T&G DECKING--\ \ \ \ 16d O 16" 0.C. ~ \ \ 1·--8.N. //-SIMI'. H2 0 15" O.C. \\ \ I /' (FOR MIN. 4 BAYS) \ ';,'j / 4 .~ __ , 1 ~ 1 i;,;_,i,\ ;"-w 1 1 \/ / " V /\ --/-llJ&:: ~~ /\ .> I I .~ ~;--. \ ·"'-.," 4x FASCIA---/ 1/ V \ --2x BLKG. 0 16" O.C. / (FOR MIN. 4 BAYS) / , • I,••/ \\ PROVIDE 4x BLKG. & · " " EXTEND OUT TO / I / , , CONNECT TO 4x f'ASCIA / I/ I//' \ SEE ARCH. DWGS FOR 4x BLKG. W/ (3)16d-' /I / \ SPACING & (1) SIMP. A35 PER ,/ I/ '\ BLK. TO 4x PLATE I,//// ~--SIMP. HGA10. 16" 0.C. NOTE: NOTCH GLB. 0 OVERHANG. FOR ADDITl~FORMATION SEE DETAIL 1 SCALE: 1"=1 '-0" LP-013 SCALE: 1 "=1 '-0" LP-011 SCALE: 1"=1'-0" LP-019 SCALE: 1"=1'-0" 11 DETAIL (3)10d PER BLK., TYP. ·-···, \ ' ' ' \ /-B.N., lYP. / // ,-4x BLKG .• 4'-0" 0.C. / W/ (3)16d O EA. END / lYP. (2 BAYS) ,/ 8 DETAIL 5 DETAIL SEAL ss, • • 2 CONSULTANT (<:]'\A Coneultlng l!!nc,tneera, lno. 23282 MIil Creek Dr .. Ste. 100 · Laguna Hilla. CA 92883 Tel (848) 4152 -3200 · Fax (949) 4152 -3201 www.KNAconsultlng.com KNA JOB NO. 101.380 ARCHITECT NTD 19\ I ~2x RFTR., \. -) I ' SEE PLAN SCALE: 1"=1'-0" 12 FOR ADDIT~~NFORMATION SEE DETAI 8 LP-014 DETAIL SCALE: 1 "= 1' -0" 9 4719 Viewrldge "'8., Suite 200 Son Diego, CA 92123 Glendora • Son Diego • Aubum ~ CITY OF CARLSBAD ~ t---+--t---------------11----+---l---!---I' ;:~:::==:::'..:::==::::R:::E::::C:::R:::EA:::Tl:::ON::::D::::EP::::::::A::::RlM=EN::::T::::::==..::~:'::::::':::':::::: LARWIN PARK ROOF FRAMING DETAII.S J L LP-026 10 DETAIL 2x RFTR. W/ $IMP.-~ LSSU HGR. TO 4x BM. .I\/ /\ ' . ' \\ \\_ 4x BM. , SEE PLAN SCALE: 1"=1'-0" LP-022 NOTE: 4x BLKG. NOT SHOWN FOR CLARITY. 7 DETAIL <t BM. & STRAP I I I I I I I LP-025 4x BM. W/ SIMP. LUS _/ ,,// HGR. TO 4x BM. 4x BM. , SEE PLAN--~ 11 DETAIL 12 1 -SIMP. STRAP, SEE PLAN I I SCALE: 1 "= 1' -0" LP-024 8 DETAIL 9 TYP. 1½" 3• 1½" -i '.~- ' I I I 11 ; 11 I I I V ~-4x BM., SEE PLAN \ \ \ \ 4x PLATE PERG:i ~ r \\ \ Lax2x¼ • 1·-0• \~_ CMU WALL, SEE PLAN CUP 02-23 / HOP 02-11 ;::,it:_ L '• '\, /'-'='==I ~--4x PLATE W/ 5/e"II WELDED STUDS O 32" O.C. FIRST WELDED STUD PLACED 6" FROM ENDS HSS BM., SEE PLAN__/ FOR ADDITIO~INFORMATION SEE DETAIL 1 S4.1 SCALE: 1"=1'-0" LP-017 SCALE: 1"=1'-0" 4 DETAIL 1 [<t SPLICE I SIMP. MST41l STRAP---~ ! f,\ ·"··-.. I \_-_ J ... '--. ' SCALE: 1"=1'-0" LP-018 5 DETAIL S£AL SS/a SEAL r4x NAILER PERW I ~ ./ SCALE: 1"=1'-0" 2 CONSULTANT ~ Coneultlna l!ngtn••re. lno. 23282 MIii Creek Dr. Ste. 100 · Laguna HIii•. CA 92683 Tel (949) 4e2 -3200 · Fax (949) 4e2 -3201 www.KNAconaultlng.com ARCHfTECT KNA JOB NO. 101.380 NTD 4719 l'lewridge loie., SUlle 200 San Diego, CA 92123 Glendoru • San IY,ego • Auburn LARWIN PARK ROOF FRAMING DETAIIB l--=DA=TE-1-clN=m=AL.,,.--11-c----------------l---4-----1----1----1 OWN a,: MP PRO.ECT NO. ORAWING NO, ENGINEER OF WCRK REVISION DESCRIPTION ;: ~:~ :~ m:V~ ~~ :~ Al 38561-A .410:-BA ,,. __ J