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HomeMy WebLinkAboutSDP 96-14I; LEGOLAND EMPLOYEE PARKING STRUCTURE; Planning CommissionDRAWING INDEX GENERAL G -0.0 SA-1.0 SA-2.0 ARCHITECTURAL A-1.0 A-2.1 A-2.2 A-2.3 A-3.1 A-3.2 A-3.3 CIVIL C -1.0 LANDSCAPE L -0.1 L -1.0 L -1.1 L-2.0 L-3.0 COVERSHEET PARKWIDE SITE PLAN -INNER PARK PARKWIDE SITE PLAN -OUTER PARK PROPOSED PARKING STRUCTURE SITE PLAN GROUND LEVEL FLOOR PLAN SECOND LEVEL FLOOR PLAN THIRD (ROOF) LEVEL FLOOR PLAN NORTH & WEST BUILDING ELEVATIONS SOUTH & EAST BUILDING ELEVATIONS BUILDING RENDERINGS GRADING PLAN EXISTING CONDITIONS PLANTING EXHIBIT LANDSCAPE CONCEPT PLAN LANDSCAPE CONCEPT NOTES CONCEPTUAL WATER CONSERVATION PLAN RECYCLED WATER IRRIGATION EXHIBIT Cl I Y OF OCEANSIDE ·1/" < ·' ,~ ->' ,f ' ✓ ' '·,.,..-->:_ \ -., ' I ,.,./ ' - L. -, l___S_ITY OF VISTA 1 r ' J CARLSBAD VICINITY PLAN LEGOLAND EMPLOYEE PARKING STRUCTURE Legoland Drive Calsbad, California 92008 SITE DEVELOPMENT PLAN AMENDMENT COASTAL DEVELOPMENT PERMIT AMENDMENT CITY OF CARLSBAD PLANNING COMMISSION Case Name: h&jl pl q4Nf: Wi1lv1W D t'.(;\)U '' <i'tvl "-":' · r 0 Case No.: '.ii 1l qfi-iu.f( /Cl)p %-ll/i.1-' ;i i,,l} i.l IJ.'Ujl 00hihil No.: it -. • SIJP!a ··~ SDP 96-14 (I)/ CDP 96-16 (H) -iEGo..:Jo CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Ca~sbad, California 20401 S.W. Birch St, Suite 300 Newport Beach, CA 92660 Phone 949 851 8383 www.mccarthy.oom Architect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffner Street I San Diego, CA j 92111 T 858.292.7770 J F 858.571.3241 J nasland.com Landscape Schmi<lt Design Group. Inc. 1111 6th Avenue, Suite 500 J San Diego, CA 92101 (619) 236-1462 phone I (619) 236-8792 fax www .schmidtdesign.com Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd I San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com Traffic STC TRAFFIC INC. 2794 Locker Avenue West, Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEERING 3156 Lionshed Avenue, Suite 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues CDP Submittal Date 03/10/16 CDP Resubmittal 05/12/16 CDP Resubmittal 07/26/16 IPD Job Number 16-054 Drawing Title COVER SHEET Drawing No. G -0.0 I I ElvlERGENCYACCESS GATE ----;/~,--'~~- -,__ ·,, ·,_ . -:....~'---~ MATCHLINE -SEE SHEET SA-2.0 I i I I I i I I ' I I I \ I l \ I I I ! I // I I ,I ,, \ \ \ \ \ \ \, \ ' \ \, \' I \ ' I I, l EXPLORE 'VILLAGE: THE RIDGE THE LAGOON .-~~-7 ,~""=',-'~' ' ' ~··---~; :-;:-----·· EXPANSION AREA L1 - (CORPORATE PICNIC) ....;..;;;;__,: --~---·~--~ ~~ ' ~ ;.:r,-~--- ~ "' HOTEL1 '··<' PARKING DATA EXISTING SURFACE: PAAKING SUPPLY SURFACE PARKING Loss· DUE TO PROPOSED. HOTEL''2 (UNDER SEPARATE PERMrT) = SURFACE PARKING LOSS DUE TO PROPOSED PARKING STRUCTURE NEW PARKING SPACES FROM THE PROPOSED PARKING STRUCTURE NEW PARKING SPACES FROM THE PROPOSED SURFACE LOTS NEW TOTAL OVERALL PARKING SUPPLY = ". LAND OF ADVENTURE -,, . (EAST EXPANSION AREA),:: ---..: ' .--· , _____ , --...;-~=- SERVICE ROAD \ ' SERVICE AND ADlvl iNISTRATION .-....: EMPLOYEE •. 1-=:PARKING {10) i. t = '·s... '-. •, ·,' ··--.. '---~--__,. -.;.;·--~ --...."-__ _ .. - '•. ' :::.:.,,,---1 ....:: ~~:·:;. ... { ---.:..... = 4895 -354 -297 618 57 4919 PROJECT DATA OWNER: U.S. TEL: MERLIN ENTERTAINMENT GROUP HOLDINGS 1 LEGOLAND DRIVE CARLSBAD, CA 92008 760-918-5300 APPLICANT: TEL: HOFMAN PLANNING & ENGINEERING 3156 LIONSHEAD AVE. SUITE 1 CARLSBAD, CA 92010 760-692-4100 APPLICATION: SDP CDP PROJECT ADDRESS: 1 LEGOLAND DRIVE AP.N.: CARLSBAD, GA 92008 211-100-09 & 11 LEGAL DESCRIPTION: LOTS 18 & 19 OF C!TY OF CARLSBAD TRACT #94-09, CARLSBAD RANCH UNITS 2 & 3, #13408, OFFICE OF THE COUNTY RECORDER OF SAN DIEGO SITE ACREAGE (LOT 18): INNTERPARK OUTER PARK TOTAL EXISTING ZONE; EXISTING GENERAL PLAN: EXISTING LAND USE: SEWER DISTRICT: 55.8 ACRES 72.5 ACRES 128.32 ACRES C-T-Q vc THEME PARK CITY OF CARLSBAD MAP WATER DISTRICT: SCHOOL DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT LANDSCAPE COVERAGE: INNTERPARK: OUTER TOTAL: PARK: 50% (63.57 AC/128.32 AC) 29.94 AC (1,304,095 SF) 33.63 AC (1,464,888 SF) 63.57 AC (2,768,983 SF) EMPLOYEE PARKING STRUCTURE PROJECT DATA J;ARTHWORK CUT: FILL: NET EXPORT: 50' 3500 CY 100 CY 3400 CY 0 50' 100' SCALE: 1" = 100' -0" 200' SOP 96-14 (I)/ CDP 96-16 (H) •·· Ill LEGOLAND CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 20401 S.W. Birch St.. Suite 300 Newport Beach, CA 92660 Phone 949 851 8383 www.mccarthy.com Architect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffne,-Street I San Diego, CA I 92111 T $58.292.7770 IF 858,571.3241 I nasland.com Landscape Schr1idt Design Group, Inc. 1111 6th Avenue, Suite 500 I San Diego, CA 92101 (619) 236-1462 phone I (619) 236-8792 fax www.sct-miatdesign.com Electrical Michael Wall Engineering SAN DIEGO 41 ~ 5 Sorrento VaUey Blvd I San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com .__._ ~-,._,. ,,.,.,._,,. __ , ____ , __ ,,,, ____ _ Traffic STC TRAFFIC INC. 279il. Locker Avenue Wes~ Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning HOFMA~ PLANNING & ENGINEERING 3156 Lionshed Avenue, Suite 101 Carlsbad, CA 92010 T 760 592-4100 Stamp Issues Date ;cop Submittal ---,,-----" --- :CDP Resubmittal :03/10/16 105/12/16 CDP R~sub;;.,itt~I -· -·:o?/26/16 IPD Job Number 16-054 Drawing Title PARKWIDE SITE PLAN INNER PARK Drawing No. SA -1.0 r; i'! SIDEWALK -----l____ EMERGENCY --- 'ACCESS GATE MATCHLINE -SEE SHEET SA-1.0 HOTEL SITE \ ' 24 EMERGENCY ACCESS (TURF BLOCK) PEDESTRIAN GATE I I' I ! ' ' _ ... ..:-J----··-r- /-----,------. ; :~/ BRUSHED CONCRETE WITH ---c-_,_,, < STANDARD CROSS!NG PAINT FLOWER FIELDS •,c,.,. '·., --.:::; .. ·: LANDSCAPE DRAINAGE EASEMt=NTS --~,--··,. _, .----- EXPANSION AREA 4 - (CORPORATE PICNIC) >\i--',--'-~•-+•-o-----:-::: : :--:~:------H :. : ':: j-• '\--'}._ ' . . ' . ' ' . ··\ : 1 I ·Rt'---+; ;H-'--~,~~-:-1-'Jrr-i +[··---\-- I :-·1·~:--r-;- r >-. ;LA~ps~A~EU P7S7SiRltN sr1~=u., : i -,-,----~---;--, ·1_·-1 __ -,, ----, -:-·~-,-· · ; • . , i . ! . I i' l: i i LEGOLAND, . , , I : i VISITOR-------~ __ '.__ __ PARK!NG -~ _!_ :_: : : ---,-i---- ' ' , i 1 : : i I : ! .;-~--:cS-:-~--~~<~~----'-'c-'c~-.-'c-~c'---'•-'1-'!='=-='--'-' _'_ ~· ~-'--'-'~,_----'---'-' -------___..l. ---·------t LANDSCAPE : ' : "}-_ '-: ---~· LANJSCA0 E LANDSCAPE ' I I ...,..a--~------]~~----~:_,_._ .. ,---------------·· PALOMAR AIRPORT ROAD ··-·=0....--------------:::-:::::.----::::-:_· --·-=----=--:.=.----~ ---- SERVICE ROAD : i . , I i i I ! ! ~-7 _, _ __.:.. __ ____,__; ... W~.--L~L· ~:i SERVICE AND ADMINISTRATION ' 1-1 I',---·------- .,,.......,/_.,,./ ------ /~ SECURITY FENCE ' "' oo I -,: -co 8w "' (/) ! 8S'-8" ' I SET.BACK ' ' -( --!--1'----~/ : . ' DRAlNAGE: EASEMENTS ! ; i .. ·---------- APPROVED THIS IS THE APPRO\lED TENTATIVE IVIAP/SITE PLAN FOR PROJECT ~O·~-~-PER CONDITION NO ____ OF PLANN"INGCO:tvll\lTISSION RESOLUTION NO. ---- PlA>INNG DIVISlON DATE ENG!l\TEERl!'\;G DJ\i.!SION DATE . I ·_,' 50" SHEET SA-1.0 ACCESS DRIVEWAY FOR HOTEL GUESTS. BUSES, SERVICE AND EMPLOYEES PEDESTRIAN WALK --PROJECT LIMIT LINE 20' BUILDiNG, PARKING AND LANDSCAPE SE N 0 50' 100' 200' SCALE: 1 " = 1 oo· -0" SOP 96-14 (I)/ CDP 96-16 (H) LEGoLA~D CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 20401 S.W. Birch St., Suite 300 Newport Beach, CA 92660 Phone 949 851 8383 www.mccarthy.com Architect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffaer Street I San Diego, CA I 92111 T 858.292.7770 IF 858.571.3241 t nasland.com Landscape Schmidt Design Group. Inc. 1111 6th .~venue, Suite 500 I San Diego, CA 92101 (619) 236-1462 phone I (619) 236-8792 fax www.s:hmidtdeslgn.com Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd I San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com Traffic STC TRAFFIC INC. 2794 Locker Avenue \Nest, Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEERING 3156 Lionshed Avenue, Suite 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues 'CDP Submittal Date 03110/16 ---.. -------·----------- ;CDP Resubmittal 05/12116 _ _.;__ -------- CDP Resubmittal 07126116 !PD Job Number 16-054 Drawing Title PARKWIDE SITE PLAN OUTER PARK Drawing No. SA -2.0 ···,,1--~··-·-, r ., ( " i ;:;i:,t." I A 1r-~-• ! • -'•,.,_j H-~- ::1(/_,, ,fi~t -,,,;, ~-=1-rJH,-,~ti ' 71t=~-f11 ) ,./ foL _,.,_ ' I PROJECT DATA OWNER: U.S. TEL: APPLICANT: TEL: APPLICATION: MERLIN ENTERTAINMENT GROUP HOLDINGS 1 LEGOLAND DRIVE CARLSBAD, CA 92008 760-918-5300 HOFMAN PLANNING & ENGINEERING 3156 LIONSHEAD AVE. SUITE CARLSBAD, CA 92010 760-692-4100 SOP CDP PROJECT ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 A.P,N.: 211-100-09 & 11 LEGAL DESCRIPTION: LOTS 18 & 19 OF Cl1Y OF CARLSBAD TRACT #94-09, CARLSBAD RANCH UNITS 2 & 3, MAP #13408, OFFICE OF THE COUN1Y RECORDER OF SAN DIEGO SITE ACREAGE (LOT 18): INNTERPARK OUTER PARK TOTAL EXISTING ZONE: EXISTING GENERAL PLAN: EXISTING LAND USE: SEWER DISTRICT: 55.8 ACRES 72.5 ACRES 128.32 ACRES C-T-Q vc THEME PARK Cl1Y OF CARLSBAD WATER DISTRICT: SCHOOL DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT LANDSCAPE COVERAGE: INNTERPARK: OUTER PARK: TOTAL: 50% (63.57 AC/128.32 AC) 29.94 AC (1,304,095 SF) 33.63 AC (1,464,888 SF) 63.57 AC (2,768,983 SF) EMPLOYEE PARKING STRUCTURE PROJECT DATA EARTHWORK CUT: FlLL: NET EXPORT: 3500 CY 100 CY 3400 CY APPROVED THIS IS THE APPRO\lED TENTATIVE MAP/SITE PLA,,"'qFORPROJECTNO._ _PER COJ\."DITION NO.~--OF PLAJ\i'NING COlv1MlSSION RESOLUTIOK NO. ---~ PLANNING DIVISION DATE ENGilIF.ERINGDl'iISION DATE N 16' 0 16' 32' 64' SCALE: 1/32" = 1'-0" ------------- AREA SCHEDUI .E: GROUND LEVEL PARKING AREA STORAGE / UTILITY AREA TOTAL AREA BAS EM ENT lc.'"VEL AREA SCHEDULE: SECOND LEVEL PARKING AREA TOTAL AREA SCHEDULE: THIRD (ROOF) LEVEL PARKING AREA TOTAL TOTAL GROSS SQUARE FEET OF PARKING GARAGE PARKING SUMMARY: GROUND LEVEL STANDARD SECOND LEVEL A.D.A (ACCESSIBLE) STANDARD THIRD LEVEL STANDARD TOTAL NUMBER OF PARKING SPACES -GARAGE TOTAL NUMBER OF PARKING SPACES -SURFACE TOTAL NUMBER OF PARKING SPACES TOT.AL LONG TERM BICYCLE PARKING PARKING DATA: EXIST!NG SURFACE PARKING SUPPLY SURFACE PARKING LOSS DUE TO PROPOSED HOTEL 2 (UNDER SEPARATE PERMIT) SURFACE PARKING LOSS DUE TO PROPOSED PARKING STRUCTURE NEW PARKING SPACES FROM THE PROPOSED PARKING STRUCTURE NEW PARKING SPACES FROM THE PROPOSED SURFACE LOTS NEW TOTAL OVERALL PARKING SUPPLY KEY NOTES = 64,551 S.F. = 1,182 S.F. = 65,733 S.F. = 8,604 S.F. = 65,733 S.F. = 65,733 S.F. = 205,803 S.F. = 221 SPACES = 14 SPACES = 179 SPACES = 204 SPACES = 618 SPACES = 57 SPACES = 675 SPACES = 34 SPACES = 4895 = -354 = -297 = 618 = 57 = 4919 FOR REFERENCE ONLY-SEE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION, TYP. OJ IT] m [±] [fil ill IT] ill w [ill IT] [j] ~ [8] [ill [ill [j] [ill EXISTING PROPERTY LINE-SEE CIVIL DRAWINGS EXISTING FIRE HYDRANT TO REMAIN ACCESSIBLE PATH TO EXISTING SIDEWALK EXISTING CROSSWALK STRIPING TO REMAIN PROPOSED CONCRETE PAVING EXISTING GATE TO REMAIN PROPOSED SECURITY FENCING TO MATCH EXISTING PROPOSED CURB AND PLANTING BEDS-SEE CIVIL DRAWINGS PROPOSED ACCESS CONTROL SYSTEM PROPOSED PARKING STALL RESTRIPING, TYPICAL SEE CIVIL AND LANDSCAPE DRAWINGS FDR PROTECTION AT EXISTING VEGETATION TO REMAIN, TYPICAL PAINTED STRIPING FOR PATH OF TRAVEL, ACCESSIBLE PARKING, NO PARKING AND SAFETY VEHICULAR ACCESS TO PARKING STRUCTURE-SEE PLAN FOR ELEVATION PEDESTRIAN ACCESS TO PARKING STRUCTURE-SEE PLAN FOR ELEVATION ELEVATOR AND STAIR VERTICAL CIRCULATION IN PARKING STRUCTURE DETECTABLE WARNING TRUNCATED DOMES-SEE CIVIL DRAWINGS FOR LOCATION AND DETAILS ELECTRICAL TRANSFORMER AND PAD-SEE ELECTRICAL DRAWINGS STORM WATER MANAGEMENT SYSTEM-SEE CIVIL DRAWINGS SOP 96-14 (I)/ CDP 96-16 (H) L~GOLA'-ID CAllFORi"\/IA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 20401 S.VV. Birch SC Sui1e 300 Newport Beach, CA 92660 Pl1one 949 851 8383 w.vw.mccarthy.con-. Architect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4 7 40 Ruffner Street I San Diego, CA I 92111 T 858 292.7770 IF 858.571.32411 nasland.eom Landscape Schmidt Design Groep, inc. 1111 6th Avenue, Suite 500 I San Diego, CA 92101 (519) 236-1462 phone I (619) 236-8792 fax www.schmidldesign.com ----=··--··-··~~---· ~~,,---"" ,.--,~ "--=------~--~·----- Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd I San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com _________,, __ , ___ ,,, .. . ~--·---~- Traffic STC TRAFFIC INC. 2794 Locker Avenue West, Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING& ENGINEERiNG 3156 Lionshed Avenue, Suite 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues CDP Submittal ,CDP Resubmittal CDP Resubmittal Date , 03110/16 . i0511_2i16_ ,□7/26/16 ! -- ' -~---"--~--..,_, ____ _ IPD Job Number 16-054 Drawing Title SITE PLAN Drawing No. A -1.0 j ' "' IO .,_ "' "' "' <X) " 0 I 0 I "' 'a I ;,- "' Ii ,,., ' I j I I \ A i B C D ! E i 25 1-0" ----..,....-----~ -1'-o" 53'-o" _,..,-----..__ 52'-a" 53'-o" _,..,---------. 64'-o" 1'-o" ..Jsl<...------------=::=---~---=---,,----==----------------'~=~----=--------------,i<~-----=-----~-=--=-----=-----------+------________::c,,___::...c~----=---------#- ""' ~ ~ "--/ / 49'-0" "--. ~ "' . ½' A ELEV ' \ ~--/ -= -~ ~""' X II CN,RL I',,_"" \ -----1A = 49 --~ -__, I F.E.C. ~ -----:::;i --- "' "' ~ B: 50 i'.':, V, ro ' .I.. t------- F.E.C.~ ------ BICYCLE STORAGE (FOR 34 LONG-TERM SP.ACES) DATA ELEC. ~~ --y~ I I / X (D wX \ I }----'---- / ,__ ___ _ ~~~~~~~~~~~~~~ ~~ ~~ V -... / * ~ 1----. ----. -----t ~ ~ ~ ~I------\. ----·1----t,, (/)! CJ1~ ~ 1 1 r--_,}------+----+-----\'c----tlf--~"--'-l---+----+-----El:!-----1----t--+'1----+--'---\.-.\.-_,--El---_./ ' \ 1g".'.'.o" 24'~0· 19'-o" I 19'-o" 24',o" 19'-\IJ." 19';'-o" _ - 19' -0" -24'-Q" I I <O "' "' \ I +--_ -----< 1----___ 7 --. -----t 1----_ \\ -,Li-_ -----j f----__ I ___ ---< ~ \ \ I II I ~ 1-------/ \ \ \ °' <i_ >--------1--t--------1--'m·1-\-----l------+----l-----f+l-------t---t--t---+----1----'s'[•,!J-z'),;\-,-\-\ -__ -_-_-:----+----+-------EEl-------1-+i:--t----:=, +--t===~--~~~~:tt,.ic\ -------- """t--· -----< 1----· ----· -----t · ;/ +---------· -----t (fl GD = 22 t;;; / \ I ~ ; "' ~. g /-\ >-----1--t---------j&---'---l---+----1-----@-------l--t-+---+--7"'-----fij---\_ +--+-----1----+------E21-------i-c4----Vl-t-.,-----;,'----t,,---\------- / ~ -'1 1 ~ ,-, ~ , 1 '6 I N / --------, 1 ~ ~, '..__ f-_---------_----, r,< / ~ /----\ -'-, ':; -,_ _______ , _______ _,~ ~ ,{ ,f- 1 / __ ::::: \ 1---e_ ~~~~~~~~~~/7±:· ==='====±~,~~~-~,~~~t/:P=7====::-::l=~ "-..~,:::~..,.;~:~~./51'±===='==:""-:~"-.:~===__:_:~-l+·~-ti~~=-----;:/:57..d:~}-------+--t-----fl'"'l-' ---+,----- 1 ---\..,E;t!E.C. 'a 1. j,,.. I I .D. i \_F.E.C./ 1-------I ~ 1':) _ ~'? _;., ---~,= 5 ,.'._ ' ~ / o2 ~ L PAINTED STRIPING AT \ I ----I u N \ I jEL.134.50I d I STALLENDS,TYP. \/-: l __ ---S9'-6" (7 STALLS AT s· -6" EA.) I . 7 59' -6" (7 ,TALLS AT s· -6" EA.) / 59' -6" (7 STALLS AT s· -s· EA.) 7 42' -6" (5 STALLS AT s· -5" EA.) +---·-- -------------------- b I ' 0 N --- - / -------- ~------c--~ ' ~' '." ==~=-~ I ==::: ::;; :'.:,: :=:j =:-,, I ; ----• ;--~! STANDPIPE_/ -y--~ / ----------------- /'6o2 _ -~le-.,-,;-1 ----/ (,D (.) ( 'I "' I "' PARKING SUMMARY: GROUND LEVEL CLEAN AIR/VANPOOL/EV = 17 SPACES STANDARD = 204 SPACES TOTAL NUMBER OF PARKING SPACES = 221 SPACES TOTAL LONG TERM BICYCLE PARKING = 34 SPACES ARE.A SCHEDULE: GROUND LEVEL PARKING AREA STORAGE / UTILITY AREA TOTAL AREA NOTE: = 64~551 S.F. = 1,182 S.F. FIRE EXTINGUISHER CABINETS (F.E.C.) SHALL BE SPACED SUCH THAT THE MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER DOES NOT EXCEED 75' -0" N 8' 0 8' 16' 32' SCALE: 1/16" = 1'-0" SOP 96-14 (I)/ CDP 96-16 (H) ·L~GOLA~D CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 20401 S_'N. Birch SL Sutte 300 Newport Beach, CA 92660 Phone 949 851 8383 wwi.v .mccarthy .com Architect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffner Streell San Diego, CA 192111 T 858.292.7i70 IF 858.571.32L1 I nasland.com Landscape Schmidt Design Group, Inc. 1111 6th Avenue, Suite 500 I San Diego. CA 92101 (619) 236-1462 phone I (619) 236-8792 fax www.scJ-miotdesign,corr Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd I San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com Traffic STC TRAFFIC INC . 2794 Locker Avenue West, Suite 102 Cansbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEERING 3156 Lionshed Avenue, Suite '101 Carlsbad, CA 92010 T 760 692-41 CG Stamp Issues Date ;CDP Submittal '03110/16 . CDP Resubmittal 05112/16 CDP Resubmittal 07/26116 IPD Job Number 16-054 Drawing Title GROUND LEVEL FLOOR PLAN Drawing No. A -2.1 <O - "' - .,. - I'} - N - -- ~· , C, • 0 I . -"' N [X) A-3.1 8 "' "' .,. (:_ N - "o I . -· ' 0 I ,.,., - - - - - - "o I ¼-,.,., -" !l ' 0 I 0:, - @ V) j -<( IIl ,.,., - - - - - - 0 I "' - ' 0 I . - A B C D i ~ 25 ·-o" ~ --------------r-o· 63'-0" -----------62'-o" 63'-o· -----------64'-0" ----~ ~ . ~ ~ \ / / / ~ 49'-o· ~ ~ / \b~ . • / / 0 1 I ~ 1 -, .:•.~--+.._. / ilt '' · .... ···• ' ,i,," '"""""" ""~ f',>,>," 0-"""""" '"" '\__"""""""" """""" ~ ~~~ r--=---~ ~ '-"''<.,_ ~"""""""" """" ~"""" """" """'-~ t C><: :'";/':-._ = ~= ~ ~= = ~ :\ ~= = ~= = ''<,-•.'f'!f = ~ = '-''\_\Z . ~. . "-; "' '-· I ~ ~ -S:: ~ 5 ~!~ 1 ~ ~ ~ ·~ ' 1 3 '-1 5 1 vm ~ ,r.-,:4,;;«f¼. ~ ~_, ~ ~ I ,~ ~ .::::: V>JI ~. ~ ~ '-~ ~ ~ ~ ~ ~ ~ I -... .at ~\ N I I i I ~ I I · .. STAN PIPE • ' < ~= ' ""'I-i ' I . \ ~ , i "' , I "' -9"4* H> r=o-5'-0 I -18'-0" '-0 u 18' -o· 5'-o' 18'-0" I 9'-0" · s·-o· 1 s'-0" 81-0" 17'-6" 9'-0" 9'-6" u 24'-o" ----; ---------f--. , I .. ' \ I ., 4i =co "' [ EL. 149.67j ~I ·-~ ~ I I I =~ ¼-20= 48 -I "' I ~ I I I -F.E.C. -F.E.C. ~ ' ~ I ", ~ ' I .. I "' ro ro I ro ro @ ~1 .. ... --I --F.D. ~ r-· ' 0.. \ -\ -. -- I ::, . I I -------------------~ ---' - \ -~ \ _,v" -;'--. I cl:-, I'-/ ' / ::, I I ~ I I ~ \ / ~-~-\ I I 0.. -. 1· -::s . I / <,: / "' / / I \ ' \ . I \ . "'-\ '/ , ' I {__ -➔ IX--1-. ___,~ . ~ I I .\ ~ ' ~ / I , \ . -.. I --, I ~ - I "" / \ 3'' ~ ~ / I . . ~ / ·r -. -~ 4 . ~-c:5 c:5 i:5 ~ \ '-_,,.,..-" ~ ·' I'-' c-. 0) 9 ----_,.,;j' ----; -0 ' h. ' "'' ------.. " .. -~,, -O> I . . ·------. I -"' -~ ~ ~ _:,._, ., ~ I >(,JP (;, ~ l I " •;\:,,, rn ::3 s, F 48 :. I 2A 49 , 2C 48 -' --' --. ,' I: . -' ' ;:'c I Ii·. ~i I "''' ·/.j-.-:>"--'. '" I U) I ~I ___J F.E.C. a::, I F.E.C.7 ' > ,.: '" -~ >,:, •:,.,. ------__.__.; ::i.----=---------'. --Is----; I ~ --y ~ ~ ,..-' ' ;.,::. I 0 6 ~ I 6 • I '-.._ I Cl N '~ a.. " 2[ '° /w X (0 /~ X \ N' 0 . -w 0 ~ -. 0 -. I -::, ~ 0.. . 0.. -n:: Ck'. n:: / g 0.. g 0.. I / / g 0.. .. .. rn 0.. U) 0.. ~. U) 0.. :'5-:'5-~ ! ' -•:i ' \ ' 19,(o" • 1f-o· I 24' -0" 19• -o· 19•-o· 24' rQ" 24'-o· 19•-o· 24'-o" • ' ~ .. ~ \ ~ ' 1~~ ! --i~ ~~ i! 19'-o" ,"'1 b· '~ -~ - ~ ~ - ~ ' ;;J ->< <at' -~ E ., I ~ :cc:t- . I - I 1' -o· I I \ I I ~ / L:\ ~ ~ ~; ~~ ~<! ll 10 a~ , - - ' .. ~ \\,;"/;;) ·:.·'I- ' 1~~~11 I · . . , . If. ;;j:r; I . I "" - \ \ \ I I 19'~ ~t 1,..z=_ /I \ \ ' . ---\\ /, I ! 19'-o" .~-,. ! - ~- ~"! I~ 19~' .\ I I I I \, ,, \, ,\ ~"! \ '. 1/\ '•\ -;' /' I L. ~-. . ·-;;r . -'/ I '\ ~ ) ' / \ / /I \~ ' / I ~ --~ ~- / I ~-\ ~ ' / / . . / -. - I - I ' ' I'---v ---'-I'-1--~ ' I ---~. , --__,.,. I \ ~.; I -'-. -/ '-• • ./ '--..: -./ -,. ---Q:P,E.C. • I (D. \__F.E.C. PAINTED STRIPING AT 1 -0 -s' ';..'?..:. ---~~ I ~= STALL ENDS, TYP. ' -n:: ;... I "' ' - \ -' N I f EL. 144.67[ -' 10 = 50 ---u I u I I--I I I I _ .. ' I a;,, --~4• -0" ( 4 STALLS AT 8' -6" EA. ,.., 59'-6" (7 STALLS AT 8' -6" EA.) I I 59'-6" (7 STALLS AT 8' -6" EA.) 34'-0" (4 STALLS AT 8'-6" EA.) -I I --I I- I ~--: Ni \ ~ N c., ~► .. • c: N -Tr 1 1 1 r' I -I ~ 7 4 1 -----r ~ I .. ~--~-----~-''*'" •. ,If!~ \ 1 1 \ ,. 1 4 , ~ ~ • \ ~· I • 1, ~ I 0 J I; N I I I I \ ! -=; ' -t',,:, -- I [ __ ~ / ~ STANDPIPE_/ / / / ~ / ~ / ~ 2 ~ e ~ -------- .~--····-·--~----~--~-~-------~--- PARKING SUMMARY: SECOND LEVEL AD.A (ACCESSIBLE) CLEAN AIR/VANPOOL/EV STANDARD TOTAL NUMBER OF PARKING SPACES = 14 SPACES = 18 SPACES = 161 SPACES = 193 SPACES ACCESSIBLE PARKING STALLS SHALL COMPLY WITH CBC CHAPTER 11 B. 8% OF PARKING STALLS SHALL BE DESIGNATED N5 VEHICLE PARKING FOR LOW EMITTING, FUEL-EFFICIENT AND CARPOOL/ VANPOOL VEHICLES (INCLUDING ELECTRIC CARS), TYP. AREA SCHEDULE: SECOND LEVEL PARKING AREA TOTAL = 65,733 S.F. NOTE: FIRE EXTINGUISHER CABINETS (F.E.C.) SHALL BE SPACED SUCH THAT THE MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER DOES NOT EXCEED 75' -0" N 8' 0 8' 16' 32' SCALE: 1/16" = 1'-0" SOP 96-14 (I) I CDP 96-16 (H) ;.,, ,} Ill LEGOLAND GAI..IFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 20401 S.W Birch St, Suite 300 Newport Beach, CA 92660 Phone 949 851 8383 Wl.vw.mcr..arthy.com Architect Oakland Irvine Los Angeles Architecture I Engineering / Consulting www.ipd-global.com 2 Faraday, Suite 101, I Nine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffr.er Street I San Diego, CA 192111 T 858.292.7770 IF 858.571.32411 nasland.com Landscape Schmidt Design Group, Inc. 11116thAvenue,Suite500!SanJiego,CA 92101 (619) 236-1462 phone/ (619) 23&-8792 fax Wi.~w .sch midtdesig n .com Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd I San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com Traffic STC TRAF•IC INC. 2794 Locker Avenue West Suite 102 Certsbad, CA 92D10 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEERING 3156 Lionshed Avenue, Suite 101 Gartsbad, CA 92010 T 760 692-4100 Stamp Issues ;cop Submittal CDP Resubmittal --,- 'CDP Resubmittal -··-··-1-· IPD Job Number Drawing Title Date 03/10/16 05/12116 07126/16 16-054 SECOND LEVEL FLOOR PLAN Drawing No. A -2.2 "' ,,, 0 - 0, aJ A-3.1 t-- <O ..,_ N J (i ' -~ ~ A B C D E 25 '-o· ---------------------1' -o" 63'-o" ,,,,------------62'-o" 63' -o" ,,,,------------64' -o· 1'-o· -#-----------=--=--,,.----:7..<:..------------,'-------'----'-":~::-------------,'------------::;;, ,,.,.LC--------------,r---------'-',~-------'---------------,r,1<- / ~ / / -- / / , / ~ ~ + ,J ' ~-' )---1---~!-----,+EI~ \ \ \ • 0 I N - \ I ~ill; 1 \ I -----1 ' 4 --STANDPIPE -------------------------------- + --------NOTE: 2D =48 34' -0" (4 STALLS AT 8'-6" EA.1 ----- STANDPIPE_/ / / ------------- ,1- AREA SCHEDULE: THIRD (ROOF} LEVEL \ I I I / I \ \ I / FIRE EXTINGUISHER CABINETS (F.E.C.) SHALL BE SPACED SUCH THAT THE MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER DOES NOT EXCEED 75' -0" PARKING AREA TOTAL = 65,733 S.F. D E 64' ~011 1 '-o., -,f------------------------,f ;/'- ~ >----+--- 0>---->------ -- " )---r-------------------"-s:------::::c-E!:t--------- 0 - 0, ro - r--- ' I <O ------1 -------t -------1 w ' 0 I ~---t er, 19'-=-Q" ......, -----1 ':'.l :;! I ' :z Cl "-~ c5 24'-o" ' I cr, <C ':'.l ----' ;:S "' ·-- ·-- --,--I 1e'-o· \ \ l I \ \ I I I A-3.2 3D= 52 >----e-----t--+--------j--1==:z::...:-=m-~--- / ,,, N -------t ~- R.D, EL 166.17 --------t------'!<- 1 VJ '----' :~:z ,..,..., f'I" --------l ----- st N I • \ I / STANDPIPE_/ / / w N PARKING SUMMARY: THIRD (ROOF} I EVEL CLEAN AIR/VANPOOL/EV = 16 SPACES STANDARD = 188 SPACES TOTAL NUMBER OF PARKING SPACES = 204 SPACES 8' 0 8' 16' 32' SCALE: 1/16" = 1 '-o• SOP 96-14 (I)/ CDP 96-16 (H) iEGoJf.Jo CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 20401 S.W. Birch St., Suite 300 Newport Beach, CA 92660 Phone 949 851 8383 www.mccarthy.i:om Architect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4 7 40 Ruffner Street I San Diego. CA I 92111 T 858.292.7770 IF 858.571.3241 I nasland-com Landscape Schmidt Design Group, Inc. 1111 6th Avenue, Suite 500 I Sa.a D:ego, CA 92101 (619) 235-1'62 phone I (619) 236-8792fax WW#.schmid1design.com Electrical Michael Wall Engineering SAN DIEGO L 115 So'Tento Valley Blvd I San Diego, CA 91214 Main 858-636-0600 ! v,/W\N.mwalieng.com Traffic STC TRAFFIC INC. 2794 Locker Avenue Wes~ Suite 1-02 Car1sbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING & ENGIN,:ERING 3156 Lionshed Jl.vem1e. Suite 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues :cop Submittal :cop Resubmittal ' CDP Resubmittal -----.. ·--·····-····---- !PD Job Number Drawing Title Dale 03110/16 05112116 07/26116 16-054 THIRD (ROOF) LEVEL FLOOR PLAN Drawing No. A-2.3 ;:i 0 I 0 j~ • ..- 1 • N I 0 E D i □ I ' ' El'lt&r--.,._11 L _____________________________ _ --I ....._ .... ~ I I --I~=------~ r----------------------------- --I I I II I ---~~--------'------------------------------~~ I 16 THIRD ROOF LEVEL EL: GROUND LEVEL EL: 139.50 I FINISHED GRADE _j EL: 139.50 \__J_--=-------------------------------------------- 15 14 PLASTER FINISH AT ELEVATOR SHAFT ,---METAL ELEVATOR 1 CANOPY E.F.I.S CO NICE~ -~ bo lz "' « "'w _, 0 "- 12 T.O. FIXTURE EL: 181.97 r-COLUMN CAP, / "YP. I ROOF L!GHT, 1YP. (@ GRID LINE 13, BEYOND) T.O. FIXTURE EL: 181.97 i-----PAINTED CONCRETE, 1YP.7 I COLOR #2 WOOD TEXTURED I TRELLIS, 1YP. ~}.UMN CAP,---,\1 GLAZED TILE,- 1YP. PAINTED CONCRETE, 1YP.l COLOR #1 I E.F.I.S CORNICE\ w ~ ~ 0 0 _, z N <C N w _, 0 "- ~ -A-~,-1;_3?-. ~-~-.9-,, _N_O_R_T_H_E_L_E_V_A_T_IO_N ___ o iW -!ill Do I •:z c,,J '<C NW _, 0 ' 11 ' T.O. FIXTURE EL: 180.86 f I I 9 .-----+ PAINTED CONCRETE, TYP.>--~ COLOR #1 L 8 0 6 ' _ T.O. FIXTURE EL: 178.08 I PANTED CONCRETE, TYP.fu ~ C LOR #2 -0 -,--~osts.c~TTT \_j_~w ~ -A-~:-1;-!:-.. ~-~-~_W_· _E_S_T_E_L_E_V_A_T_IO_N ___ 0 B 5 T.O. FIXTURE EL: 181.97 • z 0 <C I No "- 0 >-- 4 PlASTER FINISH AT ELIEVATOR SHAFT CONCRETE FILLED METAL STAIR AND METAL RAILING SYSTEM-SEE SPECIFICATIONS FOR FINISH D, 3 ROOF LIGHT, 1YP. (@ GRID LINE B, BEYOND) T.O. FIXTURE EL: 176.97 2 ~-f" DE P V SHAPE REVEA, 1YP. , I Enmr "o . ,~ ,.._u A 1 1) \ THIRD (ROOF LEVEL EL: 161.00 SECOND LEVEL 149.67 GROUND LEVEL EL: 139.50 THI RD ROO LEVEL 156.00 SECOND LEVEL 144.67 GROUND LIEVEL 134.50 L FINISHED GRADE EL: 133.00 4' 0 4' 8' 16' SCALE: 3/32" = 1 '-0" • "' I "' • ..-I -- a • 0, I e') N I 0 • <O I co • 0 I 0 .... • <O I --N • e "' "' I I "' -N -N SOP 96-14 (I)/ CDP 96-16 (H) 1 LEGOL:JD CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad. California 20401 S.W. Birch St.. Suite 300 Newport Beach, CA92660 Phone 949 B51 8383 WW\V.mc::;arthy.com Architect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffner Street I San Diego, CA I 92111 T 858.292 7770 I F 858.571.3241 I nasland.com Landscape &hmidt Design Group, Inc. 1111 6th Avenue, Suite 500 I San Diego, CA 92101 (619) 236-1462 pl1one I (619) 236-8792 fax w1.vw schmidtdesign.corr Electrical Michael Wall Engineering SAN DIEGO 4' 15 Sorrento V@ley Blvd I San Diego, CA 91214 Main 858-638-0600 I wv.w.mwalleng.com Traffic STC TRAFF1C INC 2i94 Locker Avenue West, Suite 102 Carlsbad. CA 92010 T 760 565-4494 Planning HOFMAN PLANNING & ENGINEERING 3156 Uonshed Avenue. Suite 101 Carlsbad, CA 92010 T 760 592-4100 Stamp Issues CDP Submittal CDP Resubmittal CDP Resubmittal Date 03/10116 05/12116 07/26116 ·-· ------------------- --r-- !PD Job Number 16-054 Drawing Title WEST AND NORTH BUILDING ELEVATIONS Drawing No. A -3.1 1 , "' I "' FOURTH ROOF LEVEL EL: 166.17 • N I D - THIRD LEVEL EL: 156.00 • --• .,. ! OC) I I ca --"' "' - SECOND LEVEL EL: 144.67 • N I D GROUND LEVEL EL: 134.50 A 2 -------PLASTER FINISH AT ELEVATOR SHAFT BEYOND □ ¾' DEEP V SHAPE---" REVEAL, TYP. I I T.O. FIXTURE EL: 186.14 I E.F.I.S CORNICE ~" DEEP V SHAPE -+--~ REVEAL, TYP. I 4 -----",. w (/).....,.. o5 ::;, b :,a I 0 z• <CD N I w-__,N 0N [L- w (/) iii =: ~ D -dC ! -N ::l _N_e-- "- ci B ! ROOF LIGHT, TYP. (@ GRID LINE 4, BEYOND) T.O. FIXTURE EL: 176.97 I PAINTED CONCRETE, ~ I TYP., COLOR #1 \ PAINTED PLASTER -~ FINISH TO MATCH CONCRETE, TYP. E.F.I.S CORNICE COLUMN CAP, TYP. PAINTED CONCRETE, -----, TYP., COLOR #2 ' ----------------t----------------------------------------- B_scALJ_LE:1_~_ 3 ~_~N_ 1 .?_ 0 .. _S_O_U_T_H_E_L_E_V_A_T_IO_N ___ 0 5 6 7 T.O. FIXTURE r T.O. FIXTURE EL: 186.50 EL: 185.73 IW ;(/")-:-'o5 X nPAINTED CONCRETE,-\ . <C WOOD TEXTURED 0:0.~ TYP., COLOR #2 TRELLIS, TYP. l;z.: ~-<( 0 N ! COLUMN CAP, GLAZED TILE,7 :wN --'N §:-TYP. TYP. I 9 I w~ (/) . ri5 ~ b :,a I 0 z• ..,:D N I w-__,N 0N [L - 10 T.O. FIXTURE EL: 182.87 I PAINTED CONCRETE,) TYP., COLO #1 '\ \ 11 w ~ ' De, _I z -<C N ~ 0 [L 12 D ROOF LIGHT, TYP. (@ GRID LINE 4, BEYOND) T.O. FIXTURE EL: 186.14 w en <C -CD be, !z "" <C "'w ..J 0 [L 13 i GLAZED TILE, TYP. 14 ROOF LIGHT, TYP. (@ GRID LINE D, BEYOND) T.O. FIXTURE EL: 181.97 LIGHT FIXTURE, SEE ELECT. DWGS. PLASTER FINISH AT -!---_,- ELEVATOR SHAFT E ,-----CONCRETE FILLED 1 I METAL STAIR AND METAL RAILING SYSTEM-SEE SPECIFICATIONS FOR STEEL COATING SYSTEM FOURTH ROOF LEVEL 166.17 THIRD LEVEL 156.00 SECOND LEVEL 144.67 , 01 I "' :.,. I -- • N I 0 -----t; FINISHED GRADE EL: 133.00 16 • "' I b i I I ,,...,,,,, ~ ~ " 0 ! "' "' V -• N ! "') "' I c J _-4-J L J ,' GROUND LEVEL _______ -= = =-= = = = = :-: = ::_ ::_ =-= = = = = = = _____ ~ _ = =-= = =L:c _______ .:c-"-'f=_-=_=_= __ -_-_-~-.. rr1cc-..,:-, -r-:::-~~'-'cE;c;'L=, -=-::-:13"'"9"'.s"'o ~t-----,_----,. L FINISHED GRADE EL: 139.50 ------------' ----------------------------------- ~ -A-~,-IS-3?.-~-~?-0 .. _E_A_S_T_E_L_E_V_A_T_IO_N ___ --10 4' 0 4' 8' 16' SCALE: 3/32" = 1 '-0" SOP 96-14 (I)/ CDP 96-16 (H) LEGOLA'fJll CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 20401 S.W Birch St., Suite 300 Newi:ort Beach, CA 92660 Phone 949 85"1 8383 www.mccarthy.com Architect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-globaLcom 2 Faraday_ Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffner Street I San Diego, CA J 92111 T 858.292.7770 IF 858 571.3241 I naslanct.com Landscape Schmidt Design Group, Inc. 1111 6tn Avenue, Suite 500 I Sa'l Diego, CA 921 01 (619) 236-1462 phone I (619) 236-8792 fax www.schmidtdesign.:om Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd I San Diego, CA 91214 Main 858-638-0600 I wwi..mwalleng.com Traffic STC TRAFFIC INC. 2794 Locker Avenue \Nest, Suite 102 Cansbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEER!NG 3156 Lionshed Avenue, Su:te 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues Date ----··-------~----------------- CDP Submittal CDP Resubmittal ·CDP Resubmittal !PD Job Number Drawing Title 03/10/16 05/12/16 07/26116 16-054 EAST AND SOUTH BUILDING ELEVATIONS Drawing No. A-3.2 I 3/ 4" V-SHAPE REVEAL, TYP. PAINTED CONCRETE, -"' TYP . EIFS CORNICE AT ELEVATO R HOIS1WAY PLASTER FINISH AT ELEVATOR SHAFT METAL ELEVATOR CANOPY 3/ 4" V-SHAPE REVEAL, TYP / DECORATIVE GLAZED TILE / ~~:~L~:l·S;:T ~ I ROOF LIGHT, TYP . / \COLUMN CAPS , I V_I_E_W_F_R_O_M_N_O_R_T_H_W_ES_T ____ ------,0 --· i----EIFS CORNICE AT RECESSED / FRAMES METAL FINISH AT 7 ROOF LIGHT, TYP . V_I_E_W_F_R_O_M_S_O_U_T_H_W_E_S_T ____ ------,0 ---- METAL FINISH AT -- ROOF LIGHT, TYP. ,~ .. - 1 .... ~-METAL FINISH AT ROOF LIGHT, TYP . EIFS CORNICE AT RECESSED FRAMES 1 DECORATIVE GLAZED / TILE MEDALLION, TYP. I'~ h-.. . V_I_E_W_F_R_O_M_N_O_R_T_H_E_A_S_T ____ ---j0 1 EIFS CORN ICE AT RECESSED FRAMES / / COLU MN CAPS I I DECORATIVE GLAZED TILE - MEDALLION, TYP. I WOOD TEXTURED ~ TRELLIS ETE, TYP. ·--==--=='>'--------- ===~------------~~=-=--------"---CONCRETE FILLlD MEIAL SIAIR ----------------=----Al</0 lalCTAb gAII JNG SYSTEM SEE --~!CATIONS FOR STEEL -COAlll'!G-5/tS+leM--______ .-./-------------------- V_I_E_W_F_R_O_M_S_O_U_T_H_E_A_S_T _____ 0 0 ---~ ~~ 0 11..+n""'i-=irr,-,:"'l~rrT"':t':'l"':TT"!'=ilD~it • -. ~ir--1 f--1-'j >.. I "-, I -/ ' 11.--i-++--+--+-+-+--;1-r++--+--+~ -'--I ' • -,,.i· ....... .1 -, ,_ ,:!=,• I ' .-f-. ·---' ' ' . = /'·' ._. -· I t -·· ! I ' I > ~;,£:~~~;~? --.~- I I· 0 0 SOP 96 -14 (I)/ CDP 96-16 (H) LEGOLA'1D CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 20401 S.W. Birch St., Suite 300 Newport Beach, ci:i. 92660 Phone 949 851 8383 wwv\l.mccarthy.com Architect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGIN EERING 4740 Ruffner Street I San Diego, CA j 92111 T 858.292.7770 I F 858.571.3241 I nasland.eom Landscape Schmidt Design Group , Inc. 1111 6th Avenue, Suite500I San Diego, CA 92101 (619) 236-1462 phone I (619) 236-8792 fax WYNI .schmidtd~sig n.com Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd I San Diego, CA 91214 Main 858-638 -0600 I www.mwalleng .com Traffic STC TRAFFIC INC. 2794 Locker Avenue Wes~ Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEERING 3156 Uonshed Avenue, Suite 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues CDP Submittal CDP Resubmittal CDP Resubmittal IPD Job Number Drawing Title Date 03/10/16 05/12/16 07/26/16 16-054 BUILDING RENDERINGS Drawing No. A -3.3 GRADING NOTES (IN ADDITION TO 1HE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. 1HIS PLAN SUPERSEDES ALL 01HER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET 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 DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO 1HIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 1HESE 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 1HE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN 1HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING 1HE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. 1HE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM 1HE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF 1HESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS Wl1HOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED Wl1HIN 1HE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND 1HE 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 1HE 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 ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. 1HE SOILS REPORT WILL BE SUBMITTED TO 1HE CITY ENGlNEERING INSPECTOR W11HIN TWO WORKING DAYS OF 1HE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO 1HE 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 SPECIFICAllONS AND 1HE "EAR1HWORK SPECIFICATIONS' ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAIL y FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A._PRECONSTRUCTION MEETING SHALL ~ HELD AT IHE_S!IE.. PRIOR IQ_ 1HE BEGINNING OF WORK AND SHALL L ATTENDED fil'.__ ALL REPRESENTATIVES RESPONSIBLE-FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING 1HE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. 1HE CONTRACTOR WILL 1HEN B CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR 1HE PRECONSTRUCTION MEEllNG. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT 1HE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL &. MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438 3891 INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 PM. ON THE 00 BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE 1HE NEXT WORK DAY UNLESS YOU REQUEST 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 SECTION 6705 BY SUBMITTING DESIGN OF SHORING, BRACING SLOPING OR 01HER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM 1HE HAZARD OF CAVING GROUND DURING 1HE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION 1HEREIN. 1HIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEP1H AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY 1HE CONSTRUCTION SAFETY ORDERS, TITLE !l. CALIFORNIA ADMINISTRATIVE CODE, IHE_ PLAN SHAU BE_ PREPARED BY A. REGISTERED ENGINEER AT_ Il::lE. CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN 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 Wl1HIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL 1HE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR. ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE UMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOUDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 1HE CONTRACTOR IQ_ 1HE CITY ENGINEER FOR APPROVAL TWO FULL 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 1HE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE EOR__ ANY DEBRIS QR_ DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY W11HIN 1HE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON 1HE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EAR1HEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND /OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGJNEER OR 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 SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR 01HER 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 Wl1HIN TEN (10) DAYS OF 1HE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO.=:;c---~ AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. 1HE OWNER/APPUCANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH 1HE LANDSCAPE AND IRRIGATION PLANS AND 1HE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE 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 01HER AREAS THE PIPE WILL BE PLUGGED W11H CONCRffi OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN 1HE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT 1HE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH 1HE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 1HEIR FACILITIES AND SHALL COORDINATE 1HE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 33. PERMIT COMPUANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND /OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS 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 1HE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM 1HE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO 1HE EXPANSIVE QUALITY OF 1HE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. 1HE REPORT SHALL ALSO INCLUDE A STATEMENT BY 1HE SOILS ENGINEER THAT THE GRADING WAS D01'/E IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGJC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR 1HIS PROJECT IS ISSUED Wl1HIN ONE (1) YEAR AFTER 1HE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLAN CHECK. PLAN CHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE ¼1TH 1HE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. GRADING PLANS FOR: LEGO LAND PARKING VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 NOT TO SCALE CITY OF VISTA ROA AVE CITY OF ENCINITAS DEVELOPER NAME: LEGOLAND CALIFORNIA, LLC ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 PHONE NO.: (760) 918-5300 LEGAL DESCRIPTION LOT 18 AND 19, CITY OF CARLSBAD TRACT NO. 94-09, CARLSBAD RANCH UNITS 2 AND 3, ACCORDING TO MAP THEREOF NO. 13408 FILED IN THE OFFICE OF 1HE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 1 1997 PROJECT ADDRESS 1 LEGOLAND DRIVE CARLSBAD, CA 92008 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRIC METHODS FROM INFORMATION GATHERED ON MARCH 10, 2016 BY NASLAND ENGINEERING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED W11HIN ASSESSORS PARCEL NUMBER(S) 211-100-09 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 350,000 E 1,671,000 REFERENCE DRAWINGS CT 94-09-03 CT 94-09 DWG NO 333-2Y DWG NO 333-22 EARTHWORK QUANTITIES DISTURBED AREA RAW CUT COMPACTED FILL EXPORT 2.57 ACRES 5400 CY 200 CY 5200 CY REMEDIAL 935 CY NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. EARTHWORK QUANTITIES DO NOT REFLECT ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN THE SOILS REPORT AND ARE FOR REFERENCE ONLY. SINCE THE ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING OPERA T!ONS, NOR CAN THE ENGINEER GUARANTEE THE EXACT SOIL CONDITION OVER THE ENTIRE SITE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN EARTHWORK QUANTITIES FOR BIDDING, CONTRACT, AND CONSTRUCT/ON PURPOSES. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE 1HAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 1HAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 1HE 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 1HAT 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: NASLAND ENGINEERING ADDRESS: 4740 RUFFNER ST CITY, STATE: SAN DIEGO, CA TELEPHONE: (858)294-7770 BY: PETER B. RITCHEY DATE: 06/21/2016 R.C.E. N0.:_6"'7'-"6""52=--------,------- REGISTRA TION EXPIRATION DA TE: ~0=6~(3=0=/.=20=1~7 ____ _ ~ '<co CITY OF SAN MARCOS STRUCTURE WORK TO BE DONE 1HE GRADING WORK SHALL CONSIST OF 1HE CONSTRUCTION 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 1HIS SET OF PLANS AND 1HE 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. 2. 3. 4. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS 1HIS SET OF PLANS RESOLUTION NO. ____ DATED ____ _ 5. 1HE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES, INC DA TED NOVEMBER 24, 2015 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY 1HE CITY OF CARLSBAD STANDARDS. 8. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY NASLAND ENGINEERING DA TED ____ _ SW NO. 16-25 WDID NO. 9 375 ___________ _ 9. STORM WATER MANAGEMENT PLAN PREPARED BY NASLAND ENGINEERING DA TED ___ _ SWMP NO 16-318 10. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG.NO. SYMBOL CURB AND GUTTIER . . •.. SDRSD G-2 .. USE 520-C-3250 CONCRETE AC STREET SECTION • • • . • • • • • . • • . . .•.• CONCRETE SIDEWALK .•. SDRSD G-7, G-9, G-10, G'-11 ", .' DRIVEWAY ..••.... SDRSD MODIFIED G-14 •. PRIVATE STREET LIGHT .....•.......... MAJOR CONTOUR ........••......... MINOR CONTOUR ....•.......•.••... STORM DRAIN PIPE. . • . . . . • . . . . . . . A4 CLEANOUT .•.....•. SDRSD D-9 . TYPE A CURB INLET ..•... SDRSD D-1 . TYPE G-2 CATCH BASIN .... SDRSD D-8 . TYPE B HEADWALL •.•... SDRSD D-32 .... TYPE A BROW DITCH . • • . . SDRSD D-75 . . . . . ' 21 [\ * --100-- --101-- = =>· => GRADED LOT SWALE •....... 1% MIN . . . . . . --- RETAINING WALL .... (PER STRUCTURAL PLANS) •-111C1-=-1111::::1-- WATER MAIN ••...•..• SDRSD WP-02 . . • • -VI--W--W- SEWER LINE .••.••••. SDRSD SP-02 • • • • s--S--S- SEWER LATERAL ....• CMWD SID S-7 . • • . • ----o-----@ SEWER CLEANOUT •... CMWD SID S-6 . . . . • . @ POST-CONSTRUCTION BMP TABLE QUANTITY STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA T!ON? lzl STANDARD STORMWATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP BIOFIL TRA T!ON TREATMENT AND LEGOLAND FLOW CONTROL TOTAL LOT AREA = 132.1 acres TOTAL DISTURBED AREA = 2.6 acres (1HIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA -2.3 acres TOTAL PROPOSED IMPERVIOUS AREA = 2.3 acres lzl YES (SE£ SWMP FOR DOCUMENTATION) NO Y.AJNTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY 4, 5, 6 MONTHLY f ,;: Ill I I -~~'fi9~~.~ LEGOLAND EMPLOYEE PARKING STRUCTURE 82.rlsbaci, Californis 2040": s.·vv R·rch St, Suiie 3DC Newport Beoach, GP.. 92660 Phone 948 85·1 8363 www.mccart~,y.com Architect Oakland 1r✓ine Los Angeles Architecture / Engineering / Consulting Wl!\rW.!pd-glabal.cam 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASL?.ND li:NG!N£ERING 4740 Ruf:ner St:eet I San Diego, CA i 9211~ i 858.292.7770 IF 656.571.3241 j ilasland,com Landscape Schmidt Design Group, lnc. 1 i 1 ', 6th Avsnue, Suite 500 I San Diego, CA 92101 (619) 236-1462 phone i (B19) 236-8792 fax wvm.scn·~idtc'esigr.:::om Electrical M1chasl Wall Erigineering SAN DIEGO 4-115 Sorrent::i Valley 8'.vci I San Diego, CA 91214 Ma:ri 058-638-0600 I www.rnwalieng.com Traffic STC TRAF:=!C INC. 2794 Locker Avenue West, Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning lcOcr,l:A~i PLANNING & ENGINE~RING 3156 L!onshed Averue, Swite 101 Carlsbad, CA 82010 ~ 760 692-410C Stamp -----------<·· --· --·-- Issues Date ·CDP Submittal CDP Resubmittal IPD Job Number Drawing Title . 03/10/16 05112116 16-054 GRADING PLAN NOTES Drawing No. C1.01 SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER UNES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBUC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. 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. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1'' AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17"x30"x12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLIE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLIED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVIE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLIECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL DN UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGtM'EER OF WORK PRIOR TO ANY CHANGE IN THE FIELD. 4. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED A MINIMUM OF TWO WEEKS AFTER INITIAL PAINTING AND A MINIMUM OF 30 DAYS AFTER ANY ASPHALT SURFACE WAS PLACED. SIGNING SHALL USE ENCAPSULATIED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 5 CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHAUL BE PROMPTLY REMOVED BY THE CONTRACTOR. 6. AUL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 7. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 8. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 9. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 10. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 11. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 12. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 13. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 14. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICAUL Y SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER AND GEOLOGIST HARMLIESS FROM ANY AND ALL LIABILITY, REAL OR ALLIEGED, IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE AND MAKE EXPLORATORY EXCAVATIONS SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT IS FOUND THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 3. DURING CONSTRUCTION: THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE. 4. ALL WORK NEEDING MATERIALS TESTING REQUIRES THAT THE CONTRACTOR NOTIFY THE CITY MATERIALS LAB AT (858) 627-3279 BY NOON THE DAY BEFORE THE WORK IS SCHEDULED TO BEGIN TO ARRANGE FOR TESTING. 5. WORK PERFORMED WITHOUT BENEFIT OF TESTING AND/OR INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. 6. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES THAT MAY NOT BE SHOWN. DISABLED ACCESS NOTES ALL GRADES SHOWN ON THESE PLANS WERE DESIGNED IN COMPLIANCE WITH THE 2013 CALIFORNIA BUILDING CODE (CBC) AND THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADA) TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE CONTRACTORS'RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THESE CODES. SHOULD A DESIGN QUESTION ARISE OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT FROM THESE PLANS, WORK SHALL CEASE AND THE CIVIL ENGINEER BE NOTIFIED SO THAT AN ACCEPTABLIE SOLUTION CAN BE DETERMINED. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO CBC AND ADA ACCESS FOR THIS PROJECT. CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS DEFINED BY CBC AND ADA ARE SUBJECT TO REJECTION AND MAY BE REQUIRED TO BE REMOVED AND REPLACED AT THE CONTRACTORS SOLE COST. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE CONTRACTOR OR THEIR SUB-CONTRACTORS DURING CONSTRUCTION, THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR Tr!E FINAL ACCEPTANCE OF ADA-RELATIED ITEMS BY THE AGENCY HAVING JURISDICTION. ANY OTHER AUTHORITY, OR OTHER AFFECTED PARTIES. SDP 96-14 (I)/ CDP 96-16 (H) i ! ! " .. , Ill r·· I ··• LEGOLAN I· " LEGOL,t\ND Er\1PlOYEE PARKING STRUCTURE Carlsbad, California 20-101 S.\/v'. Birch St., Swite 300 Ne1.vport Beach, GA 92660 P!-.,:me 949 851 8333 Architect W\1/w.mccarlhy.ccm Oakland !rvine Los Angeles Architecture / Engineering / Consulting ww\1v.iod-g!obal.1:om 2 Faraday, Su1ta 101, Irvine CP, 92618 Phone 949 595 8004 Fax 949 595 8011 Civil liASLi\NO Er!GINEEPJNG 4740 Ru:Tr:er Street I San Ciego, CA 192111 T 858.222.7770 I~ 858.571.3241I nasland.oom Landscape Schmidt Design Gmup, inc. 1111 6th A\fenue, SJita 500] San Dlego, CA £·2101 (619) 236-1462 phone I -;519) 236-8792 iax www .schrnidtdssign.c::;m Electrical Mielrnet Wall !Engineering SAN rnEGO 4115 Se-rre:i:o Valley Blvd I San Diego, GP, 91214 Mair 858-638-0600 I ,,.w.mwal eng.com Traffic S"C TRA''F!C !NC. 2794 Lock;::1· Av8nue West, Suite i '.)2 Caiisbad, Cft.\ ~201G T 760 585-e-494 Planning HOFMAI, PLANMING & ENGINEERING 3153 Uons.lled A.venue. Suite 1 Ci Gar!sbad, CA 92010 T 760 692-4100 Stamp Issues CDP Submittal CDP Resubmittal IPD Job Number Drawing Title Date 03/10/16 05/12116 16-054 GRADING PLAN NOTES Drawing No. C1.02 i ----- )( "" X "" X "" X "" X "" ------ ' ' ' .. ' \ ' ·~ 2 ,, \ ...... ' . >, ~\ ' -- ) J ------------------ . I I l;-,':I, " ,, = -.__,...., I ; ; '. " i' ,, ' f • . I .,-tJ ff. ·.1 .. ------------------- -~, - _. ,r··',_J. . , . ., [. DEMOLITION PLAN SCALE 1"=20' JIUI '., 1< ·,. . r : '.' 20 0 ( ,._____...--( 1-, J ~ ..A. ~(. _______ _ "J ------ . •.tj- 20 40 SCALE 1" -20' 60 ------------------ ---./ --_______ .s ,.//,,_.,. 1 --------------' .. -~ _-;;,,-,-;,,;--·t,.r, \''o 1,,,, .. --.,·•,• i '·;,;:,. ~:'.~ ' i.;,•r,' "i'• ./!'-, ! " '·• •. h _,..,. \ ' ,~ .,..,.;,a; .' •.r4j ---- 80 18 yp --__ ....... ) f r---- 1 I I ----__ , .. --- 1 . ---------L ___ ; ~~-....,. en--... ....... 0 ... _ Ct:: --.. ox ........ -------------- 10 r--- ...... __ ----- ... ___ _ ------ ... _____ _ ... _____ _ ............. --- DEMOLITION NOTES: (D SAWCUT AND REMOVE EXISTING ASPHALT PAVING. SEE GRADING PLAN FOR LIMITS. (D PROTECT EXI STlrirG CONCRETE CURB AND GUTTER @ REMOVE EXISTING CONCRETE CURB AND GUTTER. FOR FULL EXTENTS OF CURB REMOVAL, SEE GR ADIN G PLAN @ PROTECT EXISTING SIDEWALK IN PLACE @ PROTECT EXISTING STORM DRAIN INLET IN PLACE @ PROTECT EXISTING MANHOLE IN PLACE (J) DEMOLISH EXISTING STORM DRAIN INLET AND PLUG Tl-lE EXISTIING STORM DRAIN WITH CONCRETE @ DEMOLISH EXISTING STORM DRA IN INLET AND CONSTIRUCT TYPE A-4 CLEANOUT. @ PROTECT EXISTING IRRIGATION CONTIROL VALVE TO REMAIN IN PLACE @ PROTECT EXISTING DRIVEWAY GATE IN PLACE @ PROTECT EXISTING FlRE HYDRANT IN PLACE @ PROTECT EXISTING SIGN POST TO IN PLACE @ PROTECT EXISTING TIREE IN PLACE @ REMOVE EXISTING TRE E @) REMO VE EXISTING LANDSCAPING AND IRRIGATION PER LANDSCAPE PLANS @EXISTIN G ELECTR IC PULL BOX TO BE RELOCATED TO PLANTER. @ DEMOLISH EXISTING LIGHT POLE AND ELECTIRICAL SYSTEM. SEE ELECTRICAL PLANS FOR EXTENTS OF DEMOLITION. @> PROTECT EXISTING STIRIPING IN PLACE. @ REMOVE EXISTING STRIPING. SEE GRADING PLAN FOR COMPLETE EXTENTS OF REMOVAL @) PROTECT EXISTING SEWER METERING STATION IN PLACE. SOP 96-14 (1) / CDP 96-16 (H) i \ -· , · L~GOLA'flo '""""-CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 204C-1 S.W. Birch St., Suite 300 Nev-.•poi Beach, CA 92660 Phone 949 851 6383 Vl'VM.mccarthy.com Architect Oakland Irvine Los Angeles Architecture / Engineering / Consultrng www.ipd-global.com 2 Faraday, Suite 101, Irvine CA 926 18 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffner Street I San Diego, CA I 92111 T 858.292 7770 I F 858.571.32411 nasland.com Landscape Schmidt Design Group, Inc. 111 1 6th Avenue-, Suite 500 ! Sar Diego, CA 92101 (619) 236-1462 phone I (619) 236-6792 fax W'NW.schmieitdesigr .com Electrical Michael Wall Engineering SAN DIEGO 41 15 Sorrento Vc.lley Blvd I San Diego, CA 91214 Main 858-638-0600 j www.mwalleng.com Traffic STC TRl\FFIC INC. 2794 Locker Avenue West. Suite 102 Ca11sbcd, CA 92010 T 760 .585-4494 Planning HOFMAN PLP.NNING & ENGINEERING 3153 Lionshed Avenue, Suite 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues CDP Submittal CDP Resubmittal IPD Job Number Drawing Title Date 03/10/16 05/12/16 16-054 DEMOLITION PLAN Drawing No. C2.01 ,.. ', '·:;;:~ ..... ___ , ' 1Z l>IN '. ' 1'{1-1 .00LIP ' ,, , ... ,... ,)' '-'I I il-&~"'7"-f--7 -..__ J lC,i ~r' J IUI ( ,._________...-r 27 3.5' 138.50TC 138.00FS 136.33TC 135.83FL 3.5' 135.00TC 134.50FS 135.00TC 134.50FS 135.00TC 134.50FS . . . . ----c;<-- ..._/.,.,,_....A..~ -~ ~1 ' ...... ...,.., .:::_ ____ ' g' ' 9' 37 ' ' ' ,., Ti'P ' ' ' ' ' ' .,.....-=-.m -----.. _____ _ I (147.58TC) ----------------.__ ~ I (147.13FL) --__ _I ____ --t ___ , "' :.....:.....· ~ •...:......aa ------"--• ............,,. • .,......,,-., V " • .. " .. • .. ♦ .. .. .. "' ,.. .. . ~ _ ••... Q ._ .... y"" .. ••• .... _4 • ~ · .. · .. · .. ·.~ ..... -·~· . . . . . . .. . .. . ..... -.............. 40 .... -•••••••• • • .. .. • .. • • • • 0 .. .. • .. .. . .. . .. .. . . .. . . . . .. . . . . • : _· _· • •• 0.67.,140. • . . . . . . • .6·%•e•• "'c'",.•,.""•t T 14 . • ♦ 0 ~ • • ♦ O $ • EE RAMP SHEET 9 m 14 DETAIL 133.00FG -------------------------------t 1 t ---------... --==------ PROPOSED PARKING STRUCTURE PROPOSED PARKING STRUCTURE 14 ----..... 20 138.00FL 133.00FG 0 20 SCALE 1'' 14 40 20' 60 E 41 139.00FL HP 4_ 1i .,_"::,'::>· 41 133. BEGI ~(::;< '\ '::,'::, · 19 132.65TG 130 171E i.a'< '\ '::, '::, · ~(, bi '\ '::,r,.. 41 134.20FL BEGIN 135.00TC 134.50FG 80 . . . . . . . .. .. ..... "'I .. • • ... • .. •• ·1 11/h'-,:,~;:o':,j,,i . . . . . . . . . . . • • • • • • 1111-~"--i\':,iif,i""' . . • ,~,,,/ ,, -- . l~~~ (\ 1~ L:-. \( ::::~: ~~~~ 130.7~J 25 ~- -'1'38:051 • • · · 38. 36TC r °11 . • • . .80FL > . *... ( \ • • ( \ 31 11 , ' \ 137.65TC \\ ( 137.15FL \ .. . . \ \t :f.·: :=: :_ .16:C \ \'\~ ••• OFL \ , . .. . \ \ CONSTRUCTION NOTES: G) MATCH EXISTING CURB AND GUTTER @ CONSTRUCT 6" CONCRETE CURB AND GUTTER TYPE G PER SDRSD G-2 @ CONSTRUCT 6" CONCRETE CURB PER SDRSD G-1 C±) CONSTRUCT 36" WIDE CONCRETE RIBBON GUTTER PER DETAIL SHEET 9. @ CONSTRUCT 8' WI DE CROSS GUTTER PER SDRSD G-12 @ CONCRETE VEHICLE ACCESS RAMP. SEE STRUCTURAL PLANS FOR DETAILS (J) CONCRETE PEDESTRIAN BRIDGE. SEE STRUCTURAL FOR DETAILS. @ 4" THICK CONCRETE WALKWAY. @ ASPHALT RAMP. SEE DETAIL SHEET 9 @) MATCH ASPHALT PAVING TO LIP OF GUTTER @ SAWCUT, REMOVE, AND REPLACE AC PAVING. MATCH NEW PAVING TO EXISTING PAVEMENT PER DETAIL SHEET 9 @MODIFIED CONCRETE BROW DITCH PER DETAIL SHEET 9 @INSTALL UNDERGROUND STORM DRAIN. SEE TABLE THIS SHEET FOR DETAILS (j}) ROOF DOWN SPOUT. SEE ARCH. PLANS @) CONSTRUCT TYPE G-2 CATCH BASIN PER SDRSD D-08 WITH CALTRANS TYPE 24-9 GRATE PER STD PLAN D77A @INSTALL TYPE A-1 CURB INLET PER SDRSD D-01 @INSTALL TYPE B CURB INLET PER SDRSD D-02 @ INSTALL GUTTER TRANSITIONS FOR CURB INLETS. @) INSTALL 12x12 GRATED INLET PER DETAIL SHEET 9 @) RIP RAP SWALE @ BIOFIL TRA TION BASIN. SEE DETAILS ON SHEET 5 @ DEMOLISH TOP OF EXISTI NG CURB INLET AND CONSTRUCT TOP OF TYPE A CLEAN OUT PER SDRSD D-9 @ TIE IN TO EXISTI NG CURB INLET . @INSTALL 6" PVC CLEANOUT PER SDRSD SC-01 @ INSTALL NEW FENCE WITH GA TIE AND FIRE DEPARTMENT KNOX BOX @ PROTECT EXISTING SIDEWALK IN PLACE @PROTECT EXISTI NG CURB AND GUTTER IN PLACE @) EXISTING DRIVEWAY GA TE TO REMAIN IN PLACE @) EXISTING SIGN POST TO REMAIN IN PLACE @ PROTECT EXISTING TREES AND LANDSCAPING IN PLACE EXISTING IRRIGATION CONTROL VALVE TO REMAIN IN PLACE @ EXISTING STORM DRAIN INLET AND MANHOLE TO BE DEMOLISHED @ EXISTING MANHOLE TO BE PROTECTIED IN PLACE @) EXISTING ELIECTIRIC PULL BOX TO BE RELOCATED TO PLANTIER @) EXISTING CATCH BASIN TO BE REMOVED AND SEALED. @ EXISTING STIRIPING TO REMAIN IN PLACE. RESTRIPE ALL DAMAGED OR FADED STRIPING @) PROPOSED TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS . @) PROPOSED LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS @) GRADED SWALE. @ 4" SOLID WHITE PARKING STIRIPE @ ADA PARKING STALLS PER DETAIL @ PAVEMENT MARKINGS PER CAL TRANS STID PLANS. @ INSTALL RIP RAP ENERGY DISSIPATOR PER SDRSD D-40 /4?. ~ PAINTED TRAFFIC ISLAND. 4" SOLID WHITE STRIPE BORDER WITH 4" SOLID WHITE STRIPE AT 45·, 3' O.C. 2.0' MATCH EXIST. AC PAVEMENT 148.00TC RAISED AC DRIVEWAY 22.5' 17. 7' 9.0% 2 ::71 2.8' DRIVEWAY ENTRANCE TO SECOND LEVEL 150.33TC 149.83FS RETAIN ING WALL r--t--f<;:--PER STRUCTURAL FINISH GRADE FIRST LEVEL ADJACENT TO WALL 139.25 FG _.....,"='<ls:::= 139-5 0FF 12" RCP PROPOSED BROW INVERT PER PLAN~ DITCH PER PLAN SECTION A-A NTS ♦: ~ \ \ o, • .50TC \, \, ,-----------------------; • • "' • PROPOSED STRUCTURE • • ,."""" .. 6.00FL 'V-+ ' 6.7' 5.0' 10.2' 0.5' •••» .. l I • • • • • ,I I \ 16, 75 · • < -l. • 9.551E 25 \ \ • . ., . i-""'"' ,.,· .,. "' ,/ i \ \ • I \ \, •••. •. •. • • 13,5. 63F • •~ .. • •,.. • • • I . .. . \ .· ...... ·. \ . . . . lt'.■.t'~JliltT"--1 \p • • • • 40 • • • t,,..,.,,,..--,.,1 ll"'l'"c::J'."i11 IH--sjrll 6.00' 0 LO 0 COBBLE SWALE 22.50' ASPHALT '; PAVEMENT ~ 2.0% - CURB AND GUTTER PER SDRSD G-2 <( V) 2: 1 OR FLATTIER RETAINING WALL -- PER STRUCTURAL TW/TC PROPOSED CURB PEDESTRIAN BRID GE PER STRUCTURAL PLANS LEVEL .·. :-· . :t 1 •••• ,_J : : :n:: ·: . i , / ~~: ¼~ •: ] . (~4.83F: SECTION E-E SECTION 8 -8 .· -➔~--. . ~ . ( \ .. __ .... -· · 1 =-= · -: . .. .. . .. .. . . . ·.n·::::: :& :_ •• ••• .. ·;,<.·.,, . . . . ,, • • 134'.00TC • • • 133.50FL , __ \ \ \ ' I , ~ ~ ( ( ' ' I t (. \ '· ' I ' ' i ' I , ' ' I ' I 0 ' "' "' NTS 2.5' =1 PROPOSED STR UCTU RE 16. 75' 1 o' NTS 3' 1 o' 3' f- :::, 6.0' ~ <( V) NO. (j) (iJ ® © ® © (!) © ® ® @ 16.5' PARKING MATCH EXISTIN LIP OF GUTTER OVERHANG _J 0 LO ci 4 ,~ GRADED SWA LE 6" CURB AND GUTTER PER SDRSD G-2 1.5% SECTION D-D NTS STORM DRAIN DATA TABLE __ _,,_5" CURB PER SDRSD G-1 LENGTH BEARING SLOPE NOTES 30.00' 42.94' 70.50' 59.43' 56.51' 31. 91' 25.69' 45.40' 30.94' 18. 75' 73.75' N73°15 ' 49"E S62°48'32"E S16°48'32"E Sl 6°48' 32"E Nl 6°48'32"E S5°41'28"W SOl 041' 28"W S89°51 '14 "E N73°1 1'28"E N73°11'28"E N73°15' 49"E 24.2' DRIVEWAY 0.6% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 7.4% 2.0% 2.0% 2.0% 12" RCP CLASS Ill 8" SDR-35 PER SP -02 8" SDR -35 PER SP-02 8" SDR -35 PER SP-02 8" SDR -35 PER SP-02 8" SDR-35 PER SP-02 8" SDR -35 PER SP -02 15" SDR -35 PER SP-02 8" SDR -35 PER SP-02 8" SDR-35 PER SP-02 15" PVC SDR-26 16.5' 3.5' PARKING OVERHANG 2.0% - ·~ 136" ~DE RIBBON GUTTER 6" CURB PER SDRSD G-1 SECTION C-C NTS SOP 96-14 (I)/ CDP 96-16 (H) ' _>, ;LEGOLA~D ,_.-•::·~ CALIFORNIA lEGOLAND EMPLOYEE PARKING STRUCTURE Carisbad, California 20401 S.W. Birch Si.. Suite 300 Newpcrt Beach, CA 92660 Ph:ine 949 851 8383 www.mcca,1hy.com Architect O akland Irvine Los Angeles Architecture / Eng ineering / Consulting w-.vw.ipd-global.com 2 Faraday, Suite 101 , Irvine CA 92618 Phone 9"9 595 8004 Fax 949 595 8011 Civi l NASLAND ENGINEERING 47 40 Ruffner Street I San Diego, CA I 92111 T 858292.7770 IF 858.571.32411 nasland.com Landscape Schmidt Design Group, Inc. 1111 6th Avenue, Suite 500 I San Diego. CA 92101 (619) 236-1462 phone I (619) 236-8792 fax www schmidtdesign.cc-m Electrical Michael Wall Engineering SAND/EGO 4115 Sorrento Valley Blvd I San □[ego, CA 9~214 Main 858-638-0600 I -w.mwalleng.com Traffic STC TRAFFIC INC. 2794 Locke, Avenue West, Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning HOFMAN PU\NNING & ENG INEERING 3156 Lionshed Avenue, Suite 1,::,1 Carlsbad, CA 92Gi 0 T 760 692-41 DO Stamp Issues CDP Submittal CDP Resubmittal IPD Job Number Drawing Title Date 03110/16 05/12/1 6 16-054 GRADING PLAN Drawing No. C3.01 ' 7 1 --------- BIOFIL TRA TION BASIN 1.0' 134.5FS I--; 9' 2.5' I __J 33.0TF .----~-,--, T.O.F. PER STRUCTURAL 2 ~1 6" PER FORA TED SCH 40 PVC UNDERDRAIN EXISTING CURB IMPERVIOUS LINER: LAYFIELD RPE 25 OR APPROVED EQUAL CROSS SECTION A-A DRAINAGE INLET MARKER DRAINAGE INLET MARKER (ALTERNATE LOCATION) NTS OUTLET STRUCTURE ----~-- ;,1y 2 127.(J)OFG -----t 25 11 ~3-• ---;:-":\ L. 1240 -------I :::- " . -----I '\, I 1o· ,...____ ,?'" '\, ! ,..._ ' s::: ' -----------BIORL TRA TION BASIN -------- ---- ------lt"--2,625.120 FT ----- V -4,376 CU FT ORIRCE = 4/N ----------------___ .. BIOFIL TRA TION SOIL MEDIA SPECIFICATION: ENGINEERED SOIL TO CONSIST OF 65% SAND, COMPOST (15%), AND SANDY LOAM (20%) WITH INFILTRATION RA TE OF 5" /HR. SOIL MEDIA MATERIAL, MIX, AND PLACEMENT PER SPECIFICATIONS OF COUNTY OF SAN DIEGO LID MANUAL SIDEWALK BIORETENTION FILTER MEDIA (18" DEPTH) 6" PER FORA TED SCH 40 PVC UNDERDR AIN g• FILTER FABR IC MIRAFI 160N OR APPROVED EQUAL WASH ED CRUSHED ROCK (ASTM#2 STONE) (18" MIN DEPTH) BIOFIL TRA TION BASIN DETAIL __ DRAINAGE INLET MARKER NTS DRAINAGE INLET MARKER (ALTERNATE LOCATION) TOP OF CURB I 12" _,, , _,, _, A 6" CLEANOUT PLUG _, , 6" CLEAN Q11.Ff:=:?"~~~r-- ADAPTER HUB 6" PVC PIPE ----.,c;-_ 6" WYE BRANCH 6" PVC . PERF. PIPE . . MID LINE CLEANOUT 45' ELBOW b T F 22:4r E ___ .... 6" CLEANOUT PLUG 6" CLEAN OllrF----:::,,LE'5---.-- ADAPTER HUB 6" PVC PERF. PIPE FLOW .. 45' ELBOW 45' ELBOW END OF LINE CLEANOUT CLEANOUTS FOR SUB DRAIN OUTLET STRUCTURE PER PLAN FG #3 BACKING RIP RAP MOUNDED AROUND THE PERIMETER OF THE OUTLET STRUCTURE NTS FACE OF CURB SCOUR PROTECTION OF OUTLET STRUCTURE INLET MARKERS FOR REFERENCE ONLY. CHECK WITH CITY FOR STANDARD STICKER OR STENCIL. NOTES: GUTTER 1) ALL STORM DRAIN INLETS WITHIN THE PROJECT AREA REQUIRE A STORM DRAIN MARKER 2) PLACE INLET MARKER IN THE VISIBLE LOCATION FACING NEAREST STREET OR WALKWAY. 3) INLET MARKER MUST BE PROVIDED IN BOTH ENGLISH AND SPANISH. 4) INLET MARKER MAY BE A STICKER OR A PAINTED STENCIL. 5) INLET MARKER SHOWN ABOVE IS FOR REFERENCE ONLY. CONTRACTOR TO CHECK WITH CITY FOR A STANDARD STICKER OR STENCIL. STORM DRAIN INLET MARKERS NTS 20 NTS 0 20 40 60 80 SCALE 1'' -20' ( > (J) 0 ---- -- ----- -, 1--------- MODIFIED TYPE G-2 CATCH BASIN PER SDRSD 0 -08 WITH CALTRANS TYPE 24-9 GRATE 15" PVC PIPE FLOW CONSTRUCTION NOTES: (i) MATCH EXISTING CURB AND GUTTER @CONSTRUCT 6" CONCRETE CURB PER SDRSD G-1 @ CONSTRUCT 8' WID E CROSS GUTTER PER SDRSD G-12 @ SAWCUT, REMOVE, AND REPLACE AC PAVING. MATCH NEW PAVING TO EXISTING PAVEMENT PER DETAIL SHEET 9 @) INSTALL UNDERGROUND STORM DRAIN. SEE TABLE THIS SHEET FOR DETAILS @ ROOF DOWN SPOUT. SEE ARCH. PLANS @_) CONSTRUCT TYPE G-2 CATCH BASIN PER SDRSD D-08 WITH CALTRANS TYPE 24-9 GRATE PER STD PLAN D77A @) RIP RAP SWALE @BIOFIL TRATION BASIN. @INSTALL RIP RAP ENERGY DISSIPATOR PER SDRSD D-40 @ TIE INTO EXISTING CURB INLET. @ INSTALL 6" PVC CLEANOUT PER SDRSD SC-01 AND DETAIL THIS SHEET @INSTALL NEW FENCE WITH GATE AND FIRE DEPARTMENT KNOX BOX. SEE BUILDING PLANS @ PROTECT EXISTING CURB AND GUTTER IN PLACE @EXISTING DRIVEWAY GATE TO REMAIN IN PLACE @ PROTECT EXISTING TREES AND LANDSCAPING IN PLACE EXISTING IRRIGATION CONTROL VALVE TO REMAIN IN PLACE @) EXISTING ELECTRIC PULL BOX TO BE RELOCATED TO PLANTER 6" PERFORATED PVC 6"x4" REDUCING FLEX COUPLI NG 4" PVC SDR 35 CONNECTION TO OVERFLOW STRUCTURE SUB DRAIN CONNECTION TO OVERFLOW STRUCTURE NTS SOP 96-14 (I)/ CDP 96-16 (H) (;LE001A!ID "'"\CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad. California 2040" S.W. B rch St. S1.1ife 3CO Ne11,port Beacti, CA 92680 Phone 849 851 8383 wwv.-.mccarthy.com Arch itect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-global.com 2 Faraday, S uite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffner Street I San Diego, CA 1921 11 T 858 292.7770 IF 858.57 1.3241 I naslond.com Landscape Schmidt Design Group, Inc. 111 1 6th Avenue, Suite 500 I San Diego. CA 9210'1 (619) 236-1462 phone I (619) 236-8792 fax wWN.schmidtdesign.com Electrical Micha•I Wall Engineering SAN DIEGO 4115 Sorrenlo va;ley Blvd I San Diego, CA 9121 4 .Main 85S-638-06C0 I www.mwalleng.com Traffic STC TRAFFIC INC 2794 Locker Avenue West, Suite 102 Carlsbad, CA 92•J10 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEERING 3156 Llonshed Aven ue; Suite 101 Carlsbad, CA 92010 T 760692-4100 Stamp Issues Date CDP Submittal 03110/16 CDP Resubmittal 05112116 IPD Job Number 16-054 Drawing Title BMP PLAN AND DETAILS Drawing No. C3.02 r-----........... ... -. I --~-/' l l / I f , ' , -: .. -,/ V ------ ::e I NO. LENGTH < 1) 30.56' <2) 152.25' NO. LENGTH G) 55.00' CD 20.00' CD 35.00' ------... -----"'· RW RW Ss Jr ·--~~~~~~9 . . . ... .. . . .. . . . . .. . .. SEWER DATA TABLE BEARING SLOPE NOTES N73°15 ' 49"E 1.0% 6" SD R-35 PER N1 6°44'11 "W 1.0% 6" SD R-35 PER WATER DATA TABLE BEARING NOTES N73°16'02"E 6" PVC C-900 DR14 S84°14'00"E 6" PVC C-900 DR14 N73°16'00"E 6", PVC C-900 DR14 SP -02 SP-02 4 SEE PLUMBING PLANS FOR CONTINUATION RW / , , / , ,, / ---/ ' PROPOSED PARKING STRUCTURE 20 0 20 SCALE 40 60 1" -20' 80 CONSTRUCTION NOTES: (D 5• FIRE SERVICE WITH BACKFLOW PREVENTER (DCDA TYPE) PER CMWD sm DWG W22 (v 6" PVC WATER MAIN FOR FIRE SERVIC E @ IN STALL 22.5" DI BEND W/ THRUST BLOCK PER SDRSD WT-01. @ FOR CONTINUATION , SEE PLUMBING PLANS @ 6" SEWER MAIN PER SDRSD SP -02 @ 6" SEWER CLEANOUT PER CMWD STD DWG S-6 (J) CONNECT TO EXISTING 8" SEWER WITH 6" SADDLE WYE PER SDRSD SS-04. @ SAND/OIL SEPARATOR PER PLUM BIN G PLANS AP PLICA BLE CODES NFP A STA NDA RDS ED ITION 2013 2013 2010 2014 NFPA 13 NFPA 20 NFPA 24 NFPA 70 OTHER STA NDARDS CALIFORNIA BUILDING CODE CALI FORNIA FIRE CODE 2013 2013 PROPOSED LEGEND (PRIVATE) --s-- --FS-- .......-:i ® '-~,:.._ ,·,·--·v 1001 0 NOTES: SEWER LATERAL FIRE SERI/ICE THRUST BLOCK (SEE NOTE 6 BELOW) SEE SDRSD DETAIL WT-01 DOUBLE CHECK VALVE DETECTION ASSEMBLY PER CWMD STD OW W22 GATE VALVE EXI STING FIRE HYDRANT SAND/OIL IN TERCEPTOR PER PLUMBI NG PLANS SEWER CLEANOUT EXISTING SEWER MANHOLE RECYCLED WA TER CONNECTION. SEE LANDSCAPE PLANS FOR MORE DETAILS. 1. STANDARD PIPE FITTINGS OF 90, 45, 22.5, AND 11.25 DEGREES ARE TO BE UTILI ZED FOR ALL CHANGES IN DIRECTION FOR WATER. 2. THRU ST BLOCKING PER WT-01 SHALL BE IN STALLED AT ALL CHANGES IN SLOPE & DIRECTION OF THE PROPOSED FIRE LINE. UND ERGRO UND PIPING NOTES 1. INSTALLATION SHALL STRICTLY CONFORM TO NFPA 24 (2010 ED) AND REQUIREMENTS OF TH E CITY OF CARLSBAD. 2. ALL MATERIALS IN STALLED SHALL BE NEW UL AND/OR FM AP PROVED FOR FlRE PROTECTION USE, WH ERE SUCH LI STINGS ARE APPLICABLE. 3. PIPE SHALL BE AWWA C-900 PRESSURE CLASS 235 DR18 OR AS NOTED. 4. FITTI NGS SHALL BE CLASS 250 DUCTILE IRON WITH FLANGED OR MECHANICAL JOINT ENDS, AS REQUIRED. 5. MIN IMUM COVER SHALL BE 3'-0" IN TRAFFIC ZONES, 2'-6" IN PEDESTRIAN ZONES AND LANDSCAP ING. 6. THRUST RESTRAINT/BLOCKING PER NFPA 24 SHALL BE PROVID ED AT ALL CHANGES OF DIRECTION AND/OR ELEVATION . 7. PIPE SHALL BE INSTALLED WI TH SAND OR EQUIVALENT MATERIAL SURROUNDING PIPE ZONE. SEE SDRSD WP-01 FOR DETAIL. 8. ALL PIPE AND FITTINGS BELOW GRADE SHALL BE WRAPPED AND/OR COATED AGAIN ST CORROSION IN ACCORDANCE WITH FIRE AND WATER DEPARTMENT REQUIREMENTS. 9. ALL PIPE AND FITTINGS SHALL BE HYDROSTATICALLY TESTED FOR A MINIMUM OF 2 HOURS AT 200 PSI. AFTER ACCEPTANCE OF PRESSURE TEST, ALL PIPE SHALL BE FLUSHED PER NFPA 24. 10. ALL VI SUAL, HYDRO, AND FLUSHING OF THE UND ERGROUND PIPING SHALL BE INSPECTED BY THE AUTHORITY HAVIN G JURISDICTION. IN SPECTION 1. PRE THRUST BLOCK INSPECTION IS REQUIRED. SOP 96-14 (I)/ CDP 96-16 (H) i ·'/"~GOLA~D CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carisbsid , California 20401 S.W. 6irch St., Suite 300 Newport Beach, CA 92660 Phone S49 S5i 8383 wwv..,_mccarU1y.xm Architect Oakland lrvine L os Angeles Architecture / Engineering l Consulting ww·w.ipd-global,com 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffner Street I San Diego, CA I 921 '.1 T 858.292.7770 I F 858.571.3241 I nasland.com Landscape Schmidt Des ign Group, Inc. 1111 6th Averiue, Suits 500 I San Diego, CA 92"101 (619) 236-1462 phone l (619} 236-8792 fax W\Wt.schmidtdesign.com Electrical Michael Wall Engin•ering SAN DIEGO 4115 Sorrento Valley Blvd l San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com Traffic STC TRAFFIC INC. 2794 Locker Avenue West, Suite 102 Cansbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNIN G & ENGINEERING 3158 Lionshed Aven 1.1e, Suite 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Iss ues CDP Submittal CDP Resubmittal IPD Job Number Drawing Title Date 03/10116 ·os11 211s 16 -054 UTILITY PLAN Drawing No. C4.01 PIN HAL 26" CAL/ 35' HT. PIN HAL 20" CAL/ 35' HT. % V, 0 PIN HAL 18" CAL I 35' HT. f:: !'., I : I ~ PfNHAL 18" CAL/ 30' HT. I ! I I I I I I PIN HAL 18" CAL/ 35' HT: 0 I! 111 ~ PIN HAL 17" CAL/ 30' HT. 1J ' '''' PIN HAL 22" CAL/ 40' HT. PIN HAL 17" CAL / 30' HT. ?Tl77772077ZZZZZZ7Z7k22n I I I I ) I PIN HAL 13" CAL/ 20' HT. I I k'L6 LJ ts! #ln/ / PIN HAL -, 20" CAL I 35' HT. I I ·-:r., -..:-.;s~ ' '" ,. '•-~ 'PROPERTY LINE, TYP. GENERAL NOTE: 1. ANY EXISTING OFF-SITE ADJACENT LANDSCAPING THAT IS DAMAGED AS A PART OF THE ACTIVITIES OF THIS PROJECT WILL BE REPLACED IN-KIND AND SIZE PER THE ORIGINAL PLAN. EXISTING TREES: SYBMOL CODE )--A-'.'( ,,\1/,,,,y -<-~->-PIN HAL K';, \'-'-)--I I y-s )--A -'.'( y '-\ I /.,. y PIN HAL ...:-X ->- Kt 1 <'...1.. )--y --< ,.o"0"o,. ,, o, 0 0 ' , QUEAGR 0 0 ' 0 , 0 0 ' ,s 0 c.O OJ <-o..,o_,oJ ~'·1 I. )~ MET'EXC \. __., EXISTING PLANTING: SYBMOL •-· '• .u,,~,-. ,,_' -~~'/.~Um~::;;.~~ :~mmmm~ ·""·''·'"''''~''8-,, ...... ,.,_._,,' ... , ... ,, ., .... ,,._"'''''"•' :~~~mmm~~ . ,. , ...... ,,._, '·-,, ' '•, ,,, .... ··" ~ ·, -. ',._ CODE MELNES DENSE SHRUBS CAR PAN RHUINT BOTANICAL NAME COMMON NAME REMARKS PINUS HALEPENSIS ALLEPO PINE 30' -50' HT. X 20' -40' SPREAD PINUS HALEPENSIS ALLEPOPINE QTY.14 TO BE REMOVED QUERCUS AGRIFOLIA COAST LIVE OAK 40' -60' HT. X 40' -50' SPREAD METROSIDEROS EXCELSA NEW ZEALAND 20' -30' HT. X CHRISTMAS TREE 1 O' -15' SPREAD BOTANICAL NAME COMMON NAME REMARKS MELALEUCA NESOPHILA PINK MELALEUCA 7' -8' HT. X XX'SPREAD HETEROMELES ARBUTIFOLIA TOYON 8' -12' HT. X METROSIDEROS EXCELSA (AS SHRUB) CAREXPANSA RHUS INTEGRIFOLIA NEW ZEALAND CHRISTMAS TREE 6' -1 O' SPREAD 1 O' PLUS HT. X 1 O' X 20' SPREAD MEADOW SEDGE 1' HT. X 18" SPREAD LEMONADE BERRY 2' HT. X 12' SPREAD EXISTING GROUND COVER: SYBMOL ',)'"G)',;',;''7"!'," >;'•~S"J'?,',17'~ .,. -~I;'.'-~,,., ... , ';/'Vl'v-'V?V ',;'",i\~'<"\?'ii' ------------- CODE BOTANICAL NAME V/NMIN VINCAMINOR COMMON NAME REMARKS PERIWINKLE SLOPE GC CREEPING MYRTLE 6" -12" HT. X I 1 12" PLUS SPREAD SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC :XPR~SSIOI\ IN DESIGI-, WITH ENVIRONMENTAL SENSlalVITY 1111 Sixth Aveni..e, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236"8792 www.sch midtdesi gn .com Lie. CA 2.138, NV 219, AZ 34139 0 20 40 80 SCALE : 1" = 40'-0" SDG Project Number: 16-501 Date: May 12, 2016 SOP 96-14 (I)/ CDP 96-16 (H) tEGOt:lo CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 20401 S.W. Birch St., Suite 300 Newport Beach, CA 92660 Phone 949 851 8383 www.mccarthy.com Architect Oakland Irvine Los Angeles Architecture / Engineering / Consulting www.ipd-9lobal.com 2 Faraday, Suite 101, Irvine CA 92618 Phone 949 595 8004 Fax 949 595 8011 CMI NASLAND ENGINEERING 4740 Ruffner Street I San Diego, CA 192111 T 858.292.7770 IF 856.571.32411 nasland.com Landscape Schmidt Design Group, Inc. 1111 6th Avenue, Suite 500 I San Diego, CA 92101 (619)236-1462phone I (619)236-8792/ax www.schmidtdesign.com Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd j San Diego, CA 91214 Main 858-638--0600 I www.mwalleng.com Traffic STC TRAFFIC INC. 2794 Locker Avenue West, Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEERING 3156Lionshed Avenue, Suee 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues Date CDP Submittal 03/10/16 CDP Resubmittal 05/12/16 CDP Resubmittal 08/08/16 !PD Job Number 16-054 Drawing Title EXISTING CONDITIONS PLANTING EXHIBIT Drawing No. L -0.1 1:. . I ...... + .. .. + .. + ... + .,. + + .. ... ... + -1-+ ~ GENERAL NOTES: 1. SEE SHEET L-1.1 FOR PLANTING NOTES. 2. ALL PLANTER AREAS SHALL HAVE POSITIVE SURFACE DRAINAGE TO A MIN. 2% AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. SEE CIVIL PLANS FOR DRAINAGE SYSTEMS. 3. ANY EXISTING OFF-SITE ADJACENT LANDSCAPING THAT IS DAMAGED AS A PART OF THE ACTIVITIES OF THIS PROJECT WILL BE REPLACED IN-KIND AND SIZE PER THE ORIGINAL PLAN. 4. ALL OVERHEAD IRRIGATION ADJACENT TO HARDSCAPE THAT DOES NOT DRAIN INTO A LANDSCAPE BASIN SHALL BE INSTALLED 24" OFFSET FROM THE EDGE OF THE ADJACENT HARDSCAPE. LANDSCAPE LEGEND: SYMBOL DESCRIPTION 0 0 0 0 0 0 0 0 0 @ PEDESTRIAN CONCRETE PAVING MULCH AREAS, TYPICAL PARKING STRUCTURE VEHICULAR ACCESS TO GROUND FLOOR PARKING STRUCTURE VEHICULAR ACCESS TO SECOND FLOOR PARKING STRUCTURE PEDESTRIAN ACCESS TO GROUND FLOOR PARKING STRUCTURE PEDESTRIAN ACCESS TO SECOND FLOOR SIGHT LINE TRIANGLE, TYPICAL ACCESSIBLE CURB RAMP ELEVATOR AND STAIRS WITHIN PARKING GARAGE PAINTED STRIPING FOR PATH OF TRAVEL AND SAFETY ---D--@ SECURITY FENCING TO MATCH EXISTING, TYP. @) @ @ @ @ @ @ @ @ @ lmml . @ @ @ @ @ @ @ ENTRY GATE TO REMAIN, PROTECT IN PLACE NOT USED BIOFILTRATION FLOW-THROUGH PLANTER (LINED) SEE DETAIL 1/L-1.1. CURB OPENING AND COBBLE RIP-RAP FOR DRAINAGE CURB AND GUTTER IMPROVEMENTS, TYPICAL EXISTING SEWER MAIN, PROTECT IN PLACE STORM WATER DRAINAGE CONNECTION TO EXISTING PER CIVIL PLANS ENTRY ACCESS CONTROL EQUIPMENT PER ARCHITECTURAL PLANS ELECTRICAL TRANSFORMER PER ELECTRICAL PLANS CONCRETE BROW DITCH PER CIVIL PLANS DETECTABLE WARNING TRUNCATED DOME PADS PER CIVIL PLANS PARKING STALL RE-STRIPING, TYPICAL PLANTER ISLANDS, TYPICAL EXISTING CURB AND/OR GUTTER, PROTECT IN PLACE EXISTING PARKING STALLS TO REMAIN, PROTECT IN PLACE ASPHALT PAVING REPAIR OR REPLACEMENT PER CIVIL PLANS SECURITY FENCE WITH GATE AND FIRE DEPARTMENT KNOX BOX 0 10 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPR='.SSION N DESIGN WIT:-! ENVJRON\1ENTAL SENSl~IVITY 1-:n Sixth Avenue, Suite 5uo, San Diego, CA 92101 1:e:epilone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Uc. CA 2138, \JV 219, AZ 34139 20 40 SCALE : 1" = 20'-0" SDG Project Number: 16-501 Date: May 12, 2016 SOP 96-14 (I) I CDP 96-16 (H) 1• .: ~?I '" '. ~ LEGOLA D CAli'FORNiA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad. California 204:i1 S.W. Birch St., Suite 300 Nev1,1port Beach, CA 92660 Phone 949 851 8383 V/lN\i\,·.mccarthy.com Architect Oakland Irvine Los Angeles Architecture / Engineering I Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERlNG 4740 Ruffner Slreetl San Diego, CA I 92111 r 858.292.7770 IF 858.571.3241 I nasland.com Landscape Schmidt Design Group, Inc. 1111 6th Avenue, Suce 500 I San Diego, CA 92101 (619) 236-1462 phone I (619) 236-8792 fax www.schmidtdeslgn.com Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd I San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com Traffic STC TRAFFIC INC. 2794 Locker Avenue West, Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEERING 3156 Lionshed Avenue, Suite 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues Date CDP Submittal 03/10/16 CDP Resubmittal 05/12/16 CDP Resubmitlal 08/08/16 IPD Job Number 16-054 Drawing Title LANDSCAPE CONCEPT PLAN Drawing No. L .. 1.0 LANDSCAPE CONCEPT STATEMENT: THE LANDSCAPE DESIGN IS BASED ON A MEDITERRANEAN LANDSCAPE CHARACTER THAT CREATES AN ATTRACTIVE FACILITY TO MEET THE NEEDS OF LEGOLAND AND COMPLY WITH THE CITY'S LANDSCAPE REGULATIONS. THE MEDITERRANEAN PLANT PALETTE IS COMPOSED OF SHADE TREES, ACCENT TREES, DROUGHT TOLERANT AND ACCENT SHRUBS. THE PLANT MATERIALS USED THR®GHOUT THE PROJECT ARE DROUGHT TOLERANT TO ENSURE THE PROJECT'S VISUAL SUCCESS WITH A MINIMAL IMPACT ON WATER RESOURCES. CONCEPTUAL PLANTING NOTES: 1. TOTAL SITE WITHIN LIMITS OF WORK IS ESTIMATED AT 121,840 S.F. 2. TOTAL LANDSCAPED AREA WITHIN LIMITS OF WORK ESTIMATED AT 20,149 S.F. 3. PERCENT OF TOTAL SITE USED FOR LANDSCAPING IS ESTIMATED AT 17%. 4. PERCENT OF THE LANDSCAPED AREA OF EACH PLANTING ZONE: ZONE ONE -24% ZONE TWO -76% ZONE THREE (NOT USED) -0% ZONE FOUR (NOT USED) -0% 5. 50 PERCENT OF THE SHRUB MATERIAL SHALL BE PLANTED AT 5 GALLON SIZE. 50 PERCENT OF ALL SHRUB MATERIAL SHALL BE PLANTED AT 1 GALLON SIZE 6. SHRUBS SHALL BE MASSED IN PLANTING AREAS COVERING APPROXIMATELY 60 PERCENT OF THE TOTAL LANDSCAPED AREA. 7. THE PLANTING ON THE PROJECT'S SLOPES SHALL SCREEN THE RETAINING BUILDING WALL APPROXIMATELY 75 PERCENT AT MATURITY. 8. GROUND COVERS SHALL BE PLANTED WITHIN 12 INCHES OF SHRUB PLANTINGS 15 PERCENT OF ALL GROUNDCOVER SHALL BE PLANTED AT 1 GALLON SIZE. 85 PERCENT OF THE SHRUB MATERIAL SHALL BE PLANTED FROM FLATS. 9. ALL PLANT MATERIAL SHALL BE SPACED AT 70 PERCENT OF MATURE SIZES. 12-18" ON CENTER SPACING TYPICAL FOR GROUNDCOVER SPACING FOR EROSION CONTROL ON SLOPES. ZONE 1: DEFINED BY THE CITY OF CARLSBAD AS "LUSH" PLANTED AREAS 4,853 SQUARE FEET ZONE 1 PLANTING AREAS; INCLUDES SHRUB/ TREE PLANTINGS AT HIGHLY VISIBLE BUILDING FACES ZONE 2 DEFINED BY THE CITY OF CARLSBAD AS "MODERATE" PLANTED AREAS 15,296 SQUARE FEET OF ZONE 2 PLANTING AREA THAT INCLUDES SHRUB/ TREE PLANTINGS ON SLOPES AND IN SWALE AREAS ZONE 3: DEFINED BY THE CITY OF CARLSBAD AS "NATURALIZING OR TRANSITIONAL" PLANTED AREAS NOT USED. NO TRANSITIONAL AREAS INCLUDED ON THE SITE. ZONE 4 (NATIVE/NATURALIZED HABITAT) NOT USED. THE ENTIRE LANDSCAPED AREA WITHIN LIMITS OF WORK WILL BE IMPACTED AND ALL PLANTING AREAS WILL BE ESTABLISHED WITH IRRIGATION. MAINTENANCE RESPONSIBILITY: ALL PROPOSED IMPROVEMENTS ARE WITHIN PRIVATE PROPERTY. MAINTENANCE AND LIABILITY FOR THE ENTIRE SITE SHALL BE THE RESPONSIBILITY OF THE OWNER " ~ ! ! n 11 h-----i--1-:::::: 9' :1 I l !] '1.,.----{ BIOFIL TRATION BASIN 2 10 TYPICAL SWALE AND BIOFIL TRATION SECTION NO SCALE DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. JEFF JUSTUS, PRINCIPAL, ASLA SCHMIDT DESIGN GROUP, INC. 1111 SIXTH AVENUE, SUITE 500, SAN DIEGO, CA 92101 PHONE NO. (619) 236-1462 FAX NO. (619) 236-8792 EMAIL: jjustus@scllmidtdesign.com JEFF JUSTUS REGISTRATION NO. 4082 2.5' 8 05-12-2016 DATE LEGEND: CD ADJACENT MATERIAL PER PLANS ® FILTER FABRIC; MIRAFI 160N OR APPROVED EQUAL. (I) AMENDED SUBGRADE -© COARSE AGGREGATE LAYER; SEE CIVIL PLANS. @) BIO-FILTRATION FILTER LAYER SEE CIVIL PLANS FOR MIN. DEPTH. ® PLANTING IN SWALE (SEE PLANTING PLAN) NOTES: CONCEPT PLANT SCHEDULE: ACCENT TREES METROSIDEROS EXCELSUS/ NEW ZEALAND 13 CHRISTMAS TREE BIOSWALE TREES PLA TAN US RACEMOSA I CALIFORNIA SYCAMORE 17 0 0 0 EVERGREEN I SCREENING TREES PINUS HALEPENSIS / ALLEPO PINE ZONE 1 -SHRUB AREAS -4,853 SF LARGE FORM (4'-8' W x 6'-1 O' H): ARBUTUS UNEDO / STRAWBERRY TREE HETEROMELES ABUTIFOLIA / TOYON PITTOSPORUM TOBI RA I PITTOSPORUM MEDIUM FORM (3'-4' W x 3'-4' H): CARISSA GRANDIFLORA / NATAL PLUM PITTOSPORUM TENUIFOLIUM / TAWHIWHI PITTOSPORUM TOBI RA I MOCK ORANGE SMALL FORM (18"-24" H): SAGE SPP. 5 ROSMARINUS OFFICINALIS 'PROSTRATUS' /ROSEMARY EB 0 0 0 GROUND COVER (6"-18" HT.): DYMONDIA MARGARETAE ! DYMONDIA LANTANA MONTEVIDENSIS / TRAILING LANTANA SANTOLINA CHAMAECYPARISSUS / LAVENDER COTTON ZONE 2 -SHRUB AREAS -10,096 SF LARGE FORM (5'-7' x 6'-10' H): HETEROMELES ARBUTIFOLIA I TOYON MELALEUCA NESOPHILA I PINK MELALEUCA MEDI UM FORM (2'-3' W x 3'-4' H): CARISSA GRANDI FLORA/ NATAL PLUM CISTUS CORBARIENSIS /WHITE ROCKROSE DIETES VEGETA / AFRICAN IRIS SALVIA SPP. / SAGE SMALL FORM (8"-16" HT.): LANTANA MONTEVIDENSIS I TRAILING LANTANA SANTONLIA CHAMAECYPARISSUS / LAVENDER COTTON ZONE 2 -SWALE I BIO-SWALE AREAS -5,200 SF LARGE FORM (3'-4' W x 3'-5' H): CAREX SPISSA / SAN DIEGO SEDGE JUNCUS ACUTUS BAL TICUS I RUSH LEYMUS CONDENSATUS 'CANYON PRINCE' MEDI UM FORM (18"-24" W x 18"-24" H): JUNCUS MEXICANUS / MEXICAN RUSH JUNCUS PATENS / CALIFORNIA GRAY RUSH DISTICHLIS SPICA TA I SALT GRASS SMALL FORM (8"-12" HT.): CAREX PRAEGRACILIS / SLENDER SEDGE SCIRPUS CERNUUS I LOW BULRUSH SISYRINCHIUM BELLUM / BLUE EYED GRASS GROUND COVER (6"-18" HT.): CAREX SUBFUSCA ! RUSTY SEDGE 0 PLANTING ON SIDE SLOPES (SEE PLANTING PLAN) ® IMPERVIOUS LINER; LAYFIELD RPE 25 OR APPROVED EQUAL. ® ADJACENT TREE WITH STAKING PER PLANTING PLAN. QS) 6" PERFORATED SCH 40 PVC UNDERDRAIN A BIOFILTRATION SOIL, GRAVEL BED AND LINER DEPTH PER CIVIL PLANS. 36" BOX 36" BOX 24" BOX 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 1 GAL 1 GAL WUCOLS=MODERA TE WUCOLS=MODERA TE WUCOLS=LOW WUCOLS=LOW WUCOLS=VERY LOW WUCOLS=LOV\/ WUCOLS=LOW WUCOLS=MODERA TE WUCOLS=MODERA TE WUCOLS=LOW WUCOLS=LOW FLATS@ 4" O.C 1 GAL WUCOLS=LOW WUCOLS=LOW WUCOLS=LOW 1 GAL 5 GAL 5 GAL 5 GAL 5GAL 5 GAL 5 GAL 1 GAL 1 GAL 5GAL 5GAL 5GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL WUCOLS=LOW WUCOLS=LOW WUCOLS=LOW WUCOLS=LOW VVUCOLS=LOW-MODERA TE WUCOLS=LOW WUCOLS=LOW WUCOLS=LOW WUCOLS=MODERA TE WUCOLS=MODERATE WUCOLS=LOW-MODERA TE WUCOLS=MODERATE WUCOLS=MODERA TE WUCOLS=MODERA TE WUCOLS=MODERA TE WUCOLS=LOW-MODERATE WUCOLS=MODERA TE WUCOLS=LOW SCHMIDT DESIGN GROUP, INC. DALAN•;.ING AISil~,!C EXPi<E:,510N II~ lH.$1G:-.i WITH ENVIRONMENTAL SENS!TIVIT). 1111 SixthA,enue, St.Jite 500, San Diego, CA 92101 telephone {619} ?-36-1462 facsimile {619} 2-36-8792 wv1.rw.sch midtdesign.com Uc:. CA ?138, NV :>191 A7 3-'Jl39 SDG Project Number: 16-501 Date: May 12, 2016 SOP 96-14 (I)/ CDP 96-16 (H) LEGOLA~D CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, California 20401 S.W. Birch SL Suite-300 Newport Beacn, CA 92660 Phone 949 851 8383 WV/\N.mccarthy .. com Architect Oakland Irvine Los Angeles Architecture / Engineering I Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAN0 ENGINEERING 4740 Ruffner Street I San Diego, CA 192111 T 858.292.7770 IF 858.571.32411 nasland.com Landscape Schmidt Design Group, Inc. 1111 6111 Avenue, Suite 500 I San Diego, CA 92101 (619) 236-1462 phone I (619) 236-8792 fax www.schmidtdeslgn.com Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd f San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com Traffic STC TRAFFIC INC. 2794 Locker Avenue West, Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEERING 3156 Lionshed Avenue, Suite 101 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues Date CDP Submittal 03/10116 CDP ResubmIttal 05112116 CDP Resubmittal 08/08116 IPD Job Number 16-054 Drawing Title LANDSCAPE CONCEPT LEGEND AND NOTES Drawing No. L -1.1 c5 " WATER CONSERVATION NOTES: IRRIGATION WATER REQUIREMENT BUDGET IS BASED ON HISTORICAL WEATHER FOR ESTABLISHED PLANT MATERIAL; MORE WATER WILL BE REQUIRED DURING THE ESTABLISHMENT PERIOD. THE FOLLOWING ASSUMPTIONS WERE USED WHEN CALCULATING THE ANNUAL WATER BUDGET: HISTORICAL AVERAGE ETO (EVAPOTRANSPIRATION) DATA USED PER THE CITY OF CARLSBAD LANDSCAPE MANUAL 2012 EDITION FOR AREAS LOCATED ALONG PALOMAR AIRPORT RD. FROM 1-5 FRWY TO EL CAMINO REAL Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov I Dec Total ETo 2.36 2.64 3.71 4.34 4.62 4.69 4.99 4.87 4.07 3.14 2.49 I 2.os 44.00 ZONE1: 0.04ACRES(1,613SQ.FT.) LOW TO MODERATE WATER USE -SHRUB/TREE PLANTINGS IN PARKING LOTS CLAY LOAM-SOIL TYPE 0.81 -AVG. IRRIGATION SYS. UNIFORMITY 0.50 -CROP COEFFICIENT (Kc) ZONE 2: 0.41 -ACRES ( 17,732 SQ. FT.) ~~~~~~ SHRUB/TREE ~,,._.,.,,._.,,.,,_=-=,.,,._,~,,_, PLANTINGS ON SLOPES EXISTING PERIMETER AND SLOPE SITE PERCENTAGES: LOW TO MODERATE WATER USE CLAY LOAM -SOIL TYPE 0.75 -AVG. IRRIGATION SYS. UNIFORMITY 0.50 -CROP COEFFICIENT (Kc) 1. THE PROJECT LIMIT OF \/\/ORK IS APPROX. 121,840 S.F. 2. TOTAL LANDSCAPE AREA WITHIN LIMITS OF WORK IS APPROX. 19,345 S.F. 3. PERCENT OF TOTAL SITE USED FOR LANDSCAPING IS ESTIMATED AT 16%. 4. PERCENT OF THE LANDSCAPED AREA OF EACH PLANTING ZONE: ZONE ONE (LUSH) -24% ZONE TWO (MODERATE) -76% ZONE THREE (TRANSITIONAL) -0% ZONE FOUR -0% WATER BUDGET IRRIGATION REQUIREMENT IN HUNDRED CUBIC FEET (HCF), 748 GALLONS PER HCF MAWA: Maximum Applied Water Allowance: ETo=Reference EvapoTanspiration (yearly total) 0.45=ET Adjustment Factor (ETAF) LA=Landscaped Area (s.f.) 0.62=Conversion factor (gallons per sf) · SLA=Special Landscape Area HCF=Hundred Cubic Feet= 748 gallons MAWA = (ETo)(0.62) [(0.70 x LA)+(0.30+SLA)] MAWA = (44.00)(0.62) x [(0.70 x 19,345 s.f.) +(0.30 X 19,345 S.f.)] = (27.28) X (19,345) MAWA = 527,731.60 gallons or 705.52 HCF SUMMARY MAWA FOR THE PROPOSED IMPROVEMENTS IS APPROXIMATELY 705.52 HCF. THE PROPOSED PLANTING AND IRRIGATION DESIGN FOR ALL ZONES ON THIS SITE MEET WELO MAWA REQUIREMENTS WITH A PROPOSED YEARLY USAGE OF 705.52 HCF. IRRIGATION NOTES: ETWU (Estimated Total \'\later Use): ETo=Reference Eva po Tanspiration (yearly total) Kc=Crop Coefficent. Also know as (PF) Plant Factor from WUCOLS 0/'/ater Use Classification of Landscape Species) HA=Hydrozone Area (zone 1: "lush". zone 2: "moderate") 0.62=Conversion factor (gallons per sf) IE=lrrigation Efficiency HCL=748 Gal ETWU = ((ETo) x (0.62)) x [(PF x HA/ IE+ SLA)] ZONE 1: ETWU ZONE 1 = (44.00) x (0.62) x [(0.5010/0.81) + 1,613 s.f] = (44.00) X (0.62) X {1,613) TOTAL ZONE 1 = 44,002.61 gallons or 58.82 HCF ZONE2: E1WU ZONE 2 = (44.00) x (0.62) x [(0.50/0/ 0.70) + 17,732 s.f] = (44.00) X (.62) X (17,732) TOTAL ZONE 2 = 483,728.96 gallons or646.70 HCF TOTAL ALL ZONES= 527,731.60 gallons or 705.52 HCF 1. ALL PLANTING AREAS TO BE IRRIGATED ACCORDING TO PLANT TYPE AND ENVIRONMENTAL EXPOSURE SHALL RECEIVE UNIFORM IRRIGATION COVERAGE BY MEANS OF AN AUTOMATICALLY CONTROLLED, ELECTRICALLY ACTIVATED UNDERGROUND PIPED IRRIGATION SYSTEM FOR WATER CONSERVATION AND TO MINIMIZE EROSION. STATE OF THE ART AUTOMATIC CONTROLLER WITH MASTER VALVE CAPABILITIES AND LOW PRECIPITATION RATE EQUIPMENT SHALL BE USED. A REDUCED PRESSURE BACKFLOW PREVENTOR WILL BE USED TO PROTECT THE SOURCE OF POTABLE WATER FROM POSSIBLE BACKFLOW CONTAMINATION. ALL PRESSURIZED MAINLINE AND LATERAL LINES WILL BE PVC INSTALLED BELOW GRADE. ALL IRRIGATION SYSTEMS SHALL BE INSTALLED PER LOCAL AND REGIONAL STANDARDS. THE LANDSCAPE AND IRRIGATION SYSTEMS SHALL BE DESIGNED UTILIZING ALL SEVEN OF THE PRINCIPALS OF 'XERISCAPE'. GOOD DESIGN SHALL BE ACHIEVED BY SEPARATING IRRIGATION SYSTEMS PER MICRO CLIMATIC AND PLANT ZONES. THE SOIL SHALL BE AMENDED UTILIZING AN AGRONOMIC SOILS REPORT. DROUGHT TOLERANT AND LOW WATER DEMANDING PLANT MATERIAL SHALL BE USED AS MUCH AS POSSIBLE. MULCH SHALL BE USED IN ALL FLOWER AND SHRUB BEDS. THE PROJECT SHALL BE MAINTAINED UTILIZING PROPER MAINTENANCE AND MANAGEMENT PRACTICES. 2. ALL PLANTING AND IRRIGATION WILL MEET OR EXCEED THE REQUIREMENTS OF THE CITY OF CARLSBAD LANDSCAPE MANUAL RECLAIMED WATER WILL BE UTILIZED WHERE POSSIBLE OR CONSIDERATION MADE FOR FUTURE CONNECTION. SHRUB AREAS SHALL BE PLANTED WITH GROUNDCOVER AND HAVE A 3" MULCH LAYER PER WATER CONSERVATION POLICIES SECTION C.3-3.1. ALL COMMONLY MAINTAINED PLANTED AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION CONTROL SYSTEM INCLUDING A RAIN SHUT-OFF DEVICE. IRRIGATION SYSTEM WILL BE DESIGNED TO MAXIMIZE EFFICIENCY AND MINIMIZE WATER USAGE. PLANTED AREA IS ESTIMATED AT 16% OF SITE. 3. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. MAINTENANCE RESPONSIBILITY: ALL PROPOSED IMPROVEMENTS ARE WITHIN PRIVATE PROPERTY. MAINTENANCE AND LIABILITY FOR THE ENTIRE SITE SHALL BE THE RESPONSIBILITY OF THE OWNER. SCHMIDT DESIGN GROUP, lNU. BALANC NG ARTIS-12 EXf'RESSiON IN DESIGN WITH ~'JVIJ.!ONMENTAL SEN'.'..lilVITY 1111 Sixth Avenue, Suite 500, San Diego, Cl\ 92101 telephone {61 9} 236-1462 facsimile {61 9} 236-8792 www.schmidtdesign.com U-c. '::./, 2138, NV 219, AZ 34139 0 15 30 60 SCALE : 1" = 30'-0" SDG Project Number: 16-501 Date: May 12, 2016 SOP 96-14 (I)/ CDP 96-16 (H) LEGOLA~D CALIFORNIA LEGOLAND EMPLOYEE PARKING STRUCTURE Carlsbad, Ga!ifornia 20401 S.'iN. 8i~h St., Suite 300 Newpo1 Beach, CA 92660 Phone 949 851 8383 wvvw.mccartlly.com Architect Oakland Irvine Los Angeles Archrtecture / Engineering / Consulting www.ipd-global.com 2 Faraday, Suite 101, Irvine CA92618 Phone 949 595 8004 Fax 949 595 8011 Civil NASLAND ENGINEERING 4740 Ruffner Street I San Diego, CA 192111 T 8582!!27770 IF 858.571.32411 nasland.com Landscape Schmidt Design Group, Inc. 1111 6th Avenue, Suite 500 I San Diego, CA 92101 (619) 236-1462 phone I (619) 236-8792 rax www.schmidtdesign.oom Elecllical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd I San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com Traffic STC TRAFFIC INC. 2794 Lacker Avenue West, Suite 102 Carlsbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANNING & ENGINEERING 3156 Uonshed Avenue, Su!te t01 Carlsbad, CA 92010 T 760 692-4100 Stamp Issues Date CDP Submittal 03/10116 CDP Resubmittal 05/12116 CDP Resubmittal 08/08/16 IPD Job Number 16-054 Drawing Title CONCEPTUAL WATER CONSERVATION PLAN Drawing No. L -2.0 0 C ) _, , ' / ' .,..,..,. I )< ,.... 'H----~~, ;: elH-----~,n+--- I ..., ..,J I lH---- J,4--- ~ 1-- tY tY 1 r::~----L~~~ ------.... _ -.. __ ---,.__,,..., SB--r----uMIT OF WORK _____ I -------y- - IEL 149.671 ~ • • I -\_,.----- 1C= 0 I EL. 134.SOI ~ ~ ~ • ........ \ -b + L '"' le=-......_ ~11 ~~ ·~ 20=48 ... ~ ~ ~ ~ • GD= 22 u § El • El ~ § § d----1 , 1~1, If-----"~ I BJ...; =IF==='!J ___ ... -----',. '1' 'r '1' / ~--=-_~\;.,.......,,-~-~=-'?-,,-· ...,....,,,,-~-=----,,........._ ~,--0\~Z,.......f;--~-~=-::,, _ __,,,,=v ci=-1 / __ , _______ _ .!1·-------1 ..,... ,.,_ ,· --_J; -= 701 ------------- -----" V ;;;. j RECYCLED WATER IRRIGATION LEGEND: D D RW X --- -----Wx ____ _ _____ x SS ------ EXISTING RECYC LED WATER IRRIGATI ON PROPOSED RECYCLED WATER IRRIGATION EXISTING RECYCLED WATER LIN E EXISTING POTABLE WATER LIN E EXISTING SEWER LINE IRRIGATION DES IGN NOTE: THE IRRIGATION DESIGN CONSISTS OF LOW PRECIPITATI ON RATE ROTARY SPRAY AND DRIP EQUIPMENT WITH AN ANTICIPATED PEAK DEMAND OF 31.0 GPM. 0 15 S CHMIDT D ESIGN G ROUP, INC . SALAN C I N C. A RT IST IC EX ?R ESS JON I N O(S ICN WITH ENVIRO NM EN TAL SENSJTlVITY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {61 9} 236-1462 fa csimile {619} 236-8792 www.schmidtdesign.com lie. CA 21 38 , NV 219, AZ 34139 30 60 SCALE : 1" = 30'-0" S DC. P rn iPrt N11 m h Pr-1 h -c:ri , SOP 96-14 (I)/ CDP 96-16 (H) ' , ~, -'LEGOLAND ~ t~ L I F O R N I A LEGOLAN D EMPLOYEE PA RKIN G STRUCTU RE Carlsbad, California 20401 S.W. Birch St., Suite 300 Newport Beach, CA 92660 PhOne 949 851 8383 www.mccarthy.com Architect Oaklan d Irvine Los Angele s Archrtecture I Engineering I Consulting www.ipd-global.com 2 Faraday, S uite 101 , Irvin e CA 92618 P hone 949 595 8004 Fax 949 595 8011 Civil NA.SLAND ENGINEERING 4740 Ruffner Street I San Diego, CA 192111 T 858.292.7770 I F 858.571.3241 I nasland.com Landscape Schmidt Design Group, Inc. 1111 6th Avenue, Suite 500 I San Diego, CA 92101 (619) 236-1462 phone I (619) 236-8792 fax www.schmidtdesign.com Electrical Michael Wall Engineering SAN DIEGO 4115 Sorrento Valley Blvd I San Diego, CA 91214 Main 858-638-0600 I www.mwalleng.com Traffic STC TRAFFIC INC. 2794 Locker Avenue West, Suite 102 Cansbad, CA 92010 T 760 585-4494 Planning HOFMAN PLANN ING & ENGINEERING 3156 Lionshed Avenue, Suite 101 Cansbad, CA 92010 T 760692-4100 Stamp Issues Date CDP Submittal 03/10116 CDP Resubmittal 05/12116 CDP Resubmittal 08/08/16 IPD Job Number 16-054 Drawing Title RECYCLED WA TE A IRRIGATI ON EXHIBIT Drawing No. L -3.0