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HomeMy WebLinkAboutSDP 15-26; LEGOLAND HOTEL CALIFORNIA II AKA LLC H2O; Planning Commission:a, C. ~ ~ ci ~ cs ~ -0 2i "' ~ ONE LEGOLAND DRIVE CARLSBAD, CALIFORNIA 92008 SITE DEVELOPMENT PLAN #15-26 COASTAL DEVELOPMENT PERMIT #15-50 REVISED SUBMITTAL ISSUED: 07/01/2016 DRAWING INDEX 00 GENERAL - AS-101 PARKWIDE SITE PLAN -INNER PARK AS-102 PARKWIDE SITE PLAN -OUTER PARK 01 ARCHITECTURAL - A-101 NEW HOTEL SITE PLAN -NORTH A-102 NEW HOTEL SITE PLAN -SOUTH A-201 LEVEL 01 PLAN A-202 LEVEL 02 PLAN A-203 LEVEL 03 PLAN A-204 ROOF PLAN A-301 EXTERIOR ELEVATIONS A-302 COURTYARD ELEVATIONS A-303 BUILDING HEIGHT EXHIBIT A-304 ENLARGED ELEVATIONS A-305 ENLARGED ELEVATIONS A-900 APPENDIX-LEGOLAND HOTEL 1 APPROVED PLAN 02 CIVIL C-0.0 TITLE SHEET C-1.0 DEMOLITION PLAN C-2.0 GRADING INDEX SHEET C-2.1 C-2.2 C-2.3 C-2.4 C-3.0 C-4.0 C-5.0 C-5.1 C-6.0 C-6.1 C-6.2 03 LANDSCAPE LA-01 LA-02 LA-03 LA-04 LA-05 LA-06 LA-07 ----- t -n·, •" ' ' ' ·-....,_,: .· .. · 0 - SOP #15-26 CDP #15-50 \Crl,Y OF VISTA CARLSBAD VICINITY PLAN DRAWING INDEX GRADING PLAN QUADRANT 1 GRADING PLAN QUADRANT 2 GRADING PLAN QUADRANT 3 GRADING PLAN QUADRANT 4 UTILITY PLAN TRUCK ACCESS PLAN SWQMP BMP SITE PLAN HYDROMODIFICATION EXHIBIT DETAILS DETAILS DETAILS LANDSCAPE CONCEPT PLAN LANDSCAPE CONCEPT PLAN LANDSCAPE CONCEPT PLANT LIST AND NOTES WATER CONSERVATION PLAN WATER CONSERVATION PLAN CITY OF CARLSBAD PLANNING COMMISSION 0 ~ 0 ~ .<\RCHl.,.i::CTURi:: -·-::iLANNl·\IG -1-IWERIOR JESIGN !..ANDSCAPE DESIGN 4798 NEVI/ 8ROAD STREET, SUITE 100 ORLNDO, Fl__ 32814 407.425.2500 0 C\I CD 0 I N LO I I LO LO ..-..- () "1:1:: "1:1:: _I o_ o_ oo _I UJO STAMP PROJECT NUMBER: B0700016-0i 5 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31/16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 WATER CONSERVATION LEGEND & NOTES Cas~Name: ½1~ mtu IT I a,!{..tJ... LLC {1:.~ 8 COVER SHEET z POTABLE & RECYCLED WATER USE PLAN Case No.: SD P tS-Af?. [GOP I S"-5_0 1 \\Ail ~J" l lf' Exhibit No.: _ -Date: ~ _ 1. ~ -~------~----,~ ·::c.,-.· ' '" ~ u 0 CD '.al < ~ ~ 8 © G-000 <O <O I SIDEWALK~ I I I I I I EMERGENCY ACCESS GATE--+----+--~ i ' \ 1, I I I I , , I 1 1, BUILDING -..j____ "-- ' . ,,SETBACK LINE I II II ·1 1; LANDSCAPE -~ SETBACK LINE ' ' ' ' SIDEWALK --..i_ \ \ ~~ -' --·MATCHLINE -SEE SHEET AS-102 ' iS -1 ,~ . rn \ \ \ \ I I I I I I I I I I ' \ I I, \ 0 ~! ~ ~------------------------ \ --VACANT -- ------------ ~ -~ \\ -- \ ' ' I I I / ! HOTEL PROJECT DATA: BUILDING TYPE: 3B, UNSEPARATED MIXED USE: A2 EARTHWORK: CUT: FILL: NET IMPORT: WET UTILITIES: POTABLE WATER: (AVERAGE!) (MAX DAILY DEMAND): (PEAK DAILY DEMAND): RECLAIMED WATER: 4,122C.Y. 9,184C.Y. 5,062 C.Y. FILL 33,023GPD 54,488GPD 95,766GPD NONE SEWAGE GENERATED: (NO. OF EDU) 80 EDU (AVE DAILY FLOW): 17,600 GPO (PEAK DAILY FLOW). 44,000 GPO PROPOSED DRAINAGE DISCHARGE (CFS): 02 = 0.092 CFS, 010 = 1.57 CFS, 0100 = 25 CFS PARKING REQUIRED: PROJECT DATA SOP #15-26 CDP #15-50 USE PARK-AUTO PARK-RV HOTEL2 RESTAURANT+ BAR/CAFE(7) RETAIL UNITS 250 10,863 686 REQUIRED EMPLOYEE PARKING REQUIRED HOTEL 1 PARKING STANDARD PER SP 207 (HJ PER SP 207 (H) 1.2 SPACES/ROOM 40+1 SPACE/50 SF OVER 4000SF 1 SPACE/300 SF TOTAL SPACES 6% SHARED PARKING REDUCTION ADJUSTED FOR SHARED PARKING PER SP 207 (H) PER HOTEL 1 APPROVAL TOTAL PARKING REQUIRED SPACES 3,103 20 300 178 3 3,604 216 3,388 600 308 4,296 OWNER APPLICANT: APPLICATION: PROJECT ADDRESS: MERLIN ENTERTAINMENT GROUP U.S. HOLDINGS 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TEL: 760-918-5300 HOFMAN PLANNING & ENGINEERING 3152 LIONSHEAD AVE. CARLSBAD, CA 92010 TEL 760-692-4100 SOP 15-26 CDP 15-50 (1) INCLUDES OUT DOOR SEATING ON HOTEL 2 COVERED PATIO 1 LEGOLAND DRIVE CARLSBAD, CA 92008 PARKING PROVIDED: EXISTING AVAILABLE PARKING LOST DUE TO HOTEL 2 REMAINING PARKING AVAILABLE SURPLUS PARKING AVERAGE DAILY TRAFFIC GENERATED: 4,895 (354) 4,541 245 2,000 TRIPS PER DAY SECURITY FENCE A.P.N.: 211-100-09 & 11 LEGAL DESCRIPTION: LOTS 18 & 19 OF CITY OF CARLSBAD TRACT #94-09, CARLSBAD RANCH UNITS 2 & 3, MAP #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: 55.8ACRES 72.5ACRES 128.32 ACRES C-T-Q vc THEME PARK SEWER DISTRICT: WATER DISTRICT: CITY OF CARLSBAD ·1 CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT SCHOOL DISTRICT: SITE PLAN DATA PROPOSED LAND USE: TOTAL BUILDING COVERAGE: THEME PARK & HOTEL 4.8% BUILDING FLOOR AREA-EXISTING: THE BEGINNING: 21,308 SF DUPLO VILLAGE: 13,731 SF FUNTOWN: 34,650 SF CASTLE HILL: 19,560 SF IMAGINATION CENTER 16,917 SF MINILAND: 3,581 SF THE GARDEN: 4,499 SF THE RIDGE 350 SF THE LAGOON: 2,266 SF SERVICE & ADMINISTRATION: 53,353 SF WEST EXPANSION AREA 1: 198 SF EAST EXPANSION AREA 3 14,306 SF EXPANSION AREA 4 11,895 SF PIRATE SHORES 2,946 SF SEALIFE CENTER 35,933 SF HOTEL 1: 147 518 SF EXISTING BUILDING AREA: 383,011 SF BUILDING FLOOR AREA-PROPOSED: HOTEL 2 (@ BUILDOUl): 143 580 SF PROPOSED BUILDING AREA: 526,591 SF Lf\NDSCAPE COVERAGE INNER PARK: 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) SEWER DISTRICT: CITY OF CARLSBAD WASTEWATER DIVISION WATER DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT MASTER DRAINAGE BASIN: CARLSBAD HYDROLOGIC UNIT I/ ii !/ /I ,. ' µ!/ _::,: ii' CJ VJ z 0 ~ > ~ l / 00:J --I --~/ f5 5 0 e?: -e:; UJ e?: 0 z ;J,l !I! 1-::. O" 50' I 11= I 00'-011 UJ ~ 0 z 0 "' > 0 PROJECT NORTH 0 100' 200' ARCHITECTURE + PLANNING + INTERIOR DESIGN LANDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE 100 ORLANDO, FL32814 407.425.2500 CIVIL & STRUCTURAL DCI ENGINEERING 2600 MICHELSON DRIVE SUITE 930 IRVIN,CA92612 T: 949.892.4950 MEP EXP ENGINEERS 2601 WEST HALL LANE MAITLAND, FL 32751 T: 407.660,0088 TRAFFIC CONSULTANT STC TRAFFIC, INC 2794 LOKER AVENUE WEST. SUITE 102 CARLSBAD, CA 92010 T: 760.585.4494 PLANNING CONSULTANT HOFMAN PLANNING A!\10 ENGINEERING 3152 UONSHEAO AVENUE CARLSBAD, CA92010 T: 760.692.4100 0 C\J CO 0 C\I LO I ' ' LO LO .,.... .,.... (.) "II:: "II:: _J 0.... 0.... oo _J Cf) 0 STAMP: PROJECT NUMBER: B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31 /16 3. SDP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 PARKWIDE SITE PLAN -INNER PARK AS-101 ' -\ \\ ·\ \ \ \ \ \ \ I \ \ i \ \ \ ! \ \ \ JV \ \ \ I e:;I \ ' r EXISTING EMERGENCY VEHICLE ACCESS EXISTI NG ACCESS ROAD BUILDING SETBACK LINE LANDSCAPE SETBACK LINE ~ I l ,1 .,.,: l I I I I I LEGOLAND HOTEL 2 PARKING 7 I : 1 J ) OUTDOOR DINING THEMED TENT COVER ~ CT LIMITS I 1° o a lr-..,.-,1 PROPOSED HOTEL 2 3 HR. BLDG SEPARATION WALL~~-....:::.~--+---._ _ __J__ I c_..~~-=--___J ry Q Q' ~rYIQ'~~ ~-,......, "":!'~G' 0-' 'i' :--..:: '• ' §:: ';-\-'f' ·.-~ • ~ --~ ~ ( I c-+---+--------, HOTEL DROP-0 FF I I i LANDSCAPED ISLAND f-+-----1--HI L_J I I {J 1 I I ; I ( I : I I : I I i I 1 ' ' I I \ D 0 000 0 D I~ ' \ '---------_, ' \ -~-- 0 1 7l1 [ ~ \24' WI DE FIRE ; ) n V ACCESS \ I I : \ ,1 f ), \ L ; ~ \ \ \ -· I I j , • f \ \I I I,"-- ,, " ' SDP #15-26 CDP #15-50 Area Schedu le (Gross Build ing SQ FT) Name 01 FLOOR -LOWER BUSINESS GUEST CIRCULATION 01 FLOOR -MAIN BUSINESS GUEST CIRCULATION GUEST ROOMS RESTAURANT RETAIL STORAGE / MECHANICAL 02 FLOOR BUSINESS GUEST CIRCULATION GUEST ROOMS STORAGE/ MECHANICAL 03 FLOOR BUSINESS GUEST CIRCULATION GUEST ROOMS STORAGE / MECHANICAL Tota I Gross Square Feet: I Area 1,987 SF 12,485 SF 4,472 SF 1,702 SF 7,578 SF 26,246 SF 10,863 SF 621 SF 1,276 SF 48,288 SF 892 SF 5,677 SF 37,853 SF 310 SF 44,732 SF 893 SF 5,725 SF 39 ,096 SF 312 SF 46,026 SF 143,517 SF I HOTEL ROOM COUNT LEVEL STANDARD ROOMS SUITES SUBTOTAL 01 FLOOR 57 6 63 02 FLOOR 85 7 92 03 FLOOR 88 7 95 TOTAL 230 20 250 z wo f--,- ui c:: z i:,::Clo -< z -~o~ Q u -w,..... ~ ::; w::; ~ ~ f--Q.. 0 -< u > f--i.J z ' C!.l z C 0 f--z z Cl . Z Z C!.l O -< 0 = < 0 z C, ,.,, > c 0 z "' "' "" z 0 z ..;..l -~----------------------~-------------------------------------~ O O: ----------------------:, ~EDESTRIAN WALK FROM BUS STO P ------------~ >z._]C:::: SJ ~ I I I f I I I (:D HOTEL SITE PLAN -NORTH ~=as ' ~ PROJECT LI MIT LINE ~~~-=~=r=~=r~~------FI =r==~~~I "'F,I i~I ~I ~~~~--r--~~~,--------r~~~~'F""'T~~~--.--,----,----,---~~~ MATCH LINE SEE SHEET A-102 0 Q..' ~ '-:J < Q< ' u.. ._J 0 ~ :t g O 0 < < 0 f2 z u.:i ~ ~ C, :I 0.. ~ f--Q< > Cl) 0 0 Cl -u.. 0 ~zZ z :c: -< z z f--._J < Q.. -' I G' 32' G4' ARCHITECTURE + PLAANING + INTEC:IOR DESIGN LANDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE 100 ORLANDO. FL 3281 4 407.425.2500 CIVIL & STRUCTURAL DCI ENGINEERING 2600 MICHELSQ\l DFllVE SUITE 930 IRVIN. CA 92612 T: 949.892.4950 MEP EXP ENGINEERS 2601 WESlHALL LANE MAITLAND, ;:L 32751 T: 407.660.0088 TF;AFFIC CONSUL TANT STC TRAFFIC, INC 2794 LOKER AVENUE WEST. SUITE 102 CARLSBAD, CA 92010 T: 760.585.4494 PL~NING CONSULT ANT HOFMAN PLANNING AN D ENGINEERING 3152 UONSHEAC AVENUE CARLSBAD, CA 92010 T: 760.692.•11-:Jll 0 C\I (00 C\f LO I I I LO LO .-.- 0 ::tt::i!:: _J a.. a.. oo _J (/) 0 STAMP PROJECT NUMBER: B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31 /16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01 /16 NEW HOTEL SITE PLAN -NORTH A-101 il SIDEWALK -----_I "' EMERGENCY ~~ ACCESS GATE ~~ HOTEL SITE I I I (~ ~~~~,I DE SITE PLAN -OUTER PARK I 1 11 I I 11 I "THE" GINNING' BIKE PARKING Y (5J,hl ®'I / . -a INNER PARK E EXPAN SION AREA 4 - (CORPORATE PICNIC) HOTEL 1 I I I I I I I i I SERVICE ROAD LANDSCAPE 1111 11 1 11 111 I ''"'·""~ A PARKIN;;::M~~00-++1-+++-4+++~-++--+++-++H++-f++'l l+I ++-f+I +-+++-H++HP. ED)-"'A'O-"'V1'VLV'!. LEGOLAND HOTEL 1 / 111 I AMBASSADOR PAR KI NG I I I I I I I I I I I ! I ! I I I I I I I I i I I 11111 <-<-.-<-,,;===========-~·=====?======~~===f✓.lo;/DU,=====~~:m __, __, LANDSCAPE I I I 11 -, __, ~ SECURITY FENCE " I 11 ! I i ~ I 11 I 111 ~ 11 11 I 11 I // lnft! 1 1 Ill 11 1 1 :111 111 : I ~ I I I 11 1 11 11 11 . 1111 ~ ~ I 11 I I 111 I I I 11 LANDSCAPE ~,, I 1111 11 111 I I 111 I I 111 11 1 111 I I I I w > a: 0 (f) (.'.J Z I (f) (/] 0 a: 0 w I r ACCESS DRIVEWAY FOR HOTEL GUESTS, BUSES, SERVICE AND EMPLOYEES PEDESTRIAN WALK SOP #15-26 CDP #15-50 ! I I 11 I 11 ! I I I 111 i I I : i I i i 11 111 1 i I ! iii I l!illl l li Ill Ill li i1 lll1 lli lilil lll i1illll l1li llli ll1ii 1l1i1 1 1 111 il i-m-hl l li llll Il l Il l Ill Ill lll ,III Ill 111 1 _.k--J l--r -30' BUILDING, PARKING AN D LANDSCAPE SETBACK 11 11 I 111 I ------------- ----------------"' -_.J_ -- -.. -L I I ~ : I I ---- L < 0 z 0 "' > Ei 0 z I -I I - / I ------· "' l.l.l "' z 0 z ----------cJ -+---:::-~------ / ---.:::::.::::::.,: . .-:.:.-___--=:..::.-:::::.._~:=---:_=-:..__:_~--------- I DRAINAGE EASEMENTS µ.i '< 0 z 0 en > 0 0 z z z -< - PROJECT NORTH 0 O" I "= I 00'-0" ~-50' I 00' 200' 0 w ~ cf 0 a. er 0 u 2 c::: L " [j 8 co -< <! 0 > ~ 0 N el ARCHITECTURE + PLANNING + INTE?IOR DESIGN LANDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE ·100 ORLANDO, FL32814 407.425.2500 CIVIL & STRUCTURAL DC/ ENGINEERING 2600 MICHELSO'J DRIVE SUIT:: 930 IRv'IN, CA92612 T: 949.892.4950 EXP EJ\GINEERS 2601 VVESTKALL LANE MAITLAND, FL 32751 T: 407_660.0088 TRA,CFIC CONSUL TANT STC TRAFFIC, INC 2794 LOKER AVENUE WEST, SUITE 102 CARLSE3NJ, CA 92010 T: 760.585.4494 PLANN,NG cor-.:SUL TANT HOFMP.N P~NING AND ENGINEERING 3152 LIONSHEAO AVENUE CARLSBAD. CA 92010 T: 760.692.4100 0 C\I CO 0 N LO I I ' LO LO ..-..- () "It:: "It:: _J Q_ Q_ oo _J if) u STAMP: PROJECT NUMBER: B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SDP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31 /1 6 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01/16 PARKWIDE SITE PLAN -OUTER PARK AS-102 ;J ~ ,;; "' ~ I/ 1 -\\ \ I 1·\ 1 v \" I', ttr \--:;1). /) \ ' \ r\ \ ~ \ 11-\\ J 1 El ---i\ \ \ \ 1 -J 1\ '• I I I l LANDSCAPE SETBACKLINE I 1/ q ,/ I = :: I LEGOLAND VI SITOR ADA PARKING AND AMBASSADOR PARKING I = :: I L I HOTEL DROP-OFF-1--1--1---1-11 --+------1--,,,b+------'~~--11 --1---+---l---+!l ~ 7 LANDSCAPED ISLAND ~J I f2 I I I I I 1Jl1 --~~!fl 1 \ i / I I: /;-+----LANDSCAPED' PEDESTRIAN SPINE \ I '\ I j jj : / I I ~ I~ l ~1/ /I I ~ F 7 ~ 7 7 9 9' 19 9 _)---f--L,,, ~ ~I I ~ !/ ~-~ -~ --,dc,,,~,,,""'-""'f&""',,,;;~"",,,-,,,=~ -,,, ---;;;: -----· -~-~--'f&-~-,,, ;-_,{;; ;;; -~"' "'°TT7sSl"9°9§jse'~F1...,.....,...i...,...i....,..i,,~--,,-L4==c±k ,/ l ',,,\ I / \ '7.3. (5 I I --\ I / \ II t Ni Et ----, # I I : 1 LE~OLAND HOTE ~ 2 PARKI NG \,',, / __ // ~ / CROSSWALK V; !I ! ii , '',i--,------1 ("Tu )'-,Z,/ /, d r I I // \ / ~ / ~--l--l---l--.l----l___L__;_--1-__ 1--+---1----1---1---1+,---l---l--+--+--e--------l---l--+----l--l----l---l--+--+--1--+---l----l---l---l--+----l--l----l---l--+--+--l--+---I-~ / \I / \I I /! )! \ /' u I / ·~ ', 1 <J1 \ 1 \I 1: I I I 1 ___ : I ~~~~1f----f-' _,, "'·,--(--- 1 1 j: -, /~ ~i/ ~ ~ -~~ ~ ~----~ -:---:PEDESTR,ANWALK fooM8uSs,Qp----------------------------r-1---- I I/ ;.· I ~ -I I ' I I I I I / I II I // I i I V I I I I I I I I I I I I I I I I I I I I ' I I 1 I# L__j I I I ; ' I \ fl / I I g /; I \ 11 f I 1/ I LJI I I I I I I I / I If/ Iv/ J, / /1// 1 1 !17171tt+-t-H-llllll_~~J LL1 / / 1 \ I/ /1 / II , ·--. b :r / , !If // ? NEW ROPE AND 4' POSTS I i I I II I/ I / ( f I I // PROJECT LIMIT LIN E ·I / / I I ·1 I / /ii f) / ~L J ~Ii LEGO LAND HOTEL 2 PARKIN~ I,, I / I I lk /! ,, ur, \I t ,, I ; J I I/I \ I I /1 , I ' I I/ I I I II NEW LANDSCAPED ISLANDS \ I I I I I I ,6 1' R" f I 1 ' I I j / ,, I// -:M 1 K ' ~ C) I # I I! I II Ii /I I/ ( \ ~ 1, 1' ~ I c;: I / • , :;; :.,; I I ~ 1111 1 111 1 I I I 111 --------. ---. --~ . . --. -,_ -_$ ' I V ---. \ I I \ I \ I I I I I I I I I I ,I I ,I I I i X i I I\\ I )---LEGOLAND PARK VISITOR PARKING I I I I; I I I I I I I I I l~l i ~l l ~l l ~l I ~I I ~I ~I ~I I l~l l~I l~I l~l ~ II _________________ ____Jl~I _______________________ _ T ;, ~ ~<----t--+--+- ~ ------------- i71 v1 f;;1 ~f---+- 1 ~ MATCH LI NE SEE SHEET A-101 PROJECT NORTH 0 I ;3211 = ! 1_011 Q ~ > 0 ~ 0-, 0-, ~ O" I G' SOP #15-26 CDP #15-50 ;z: ~ WO < f--;--0 vi :: ;z: C:: Cl 0 z <( ;z: -0 ::E O ~ "' u -> w ~ ::E i5 >@~ 0 f--0.. 0 z <( u "' f--w ;z: 0 ' w z w ~o 0 f--~ ;z: z Cl ;z: w W::j«:0 > ;z: ...J f--"' f-o . "-::, < ce: r-u. ...J 0 u §: w O 0 ..., VJ < 0 LlJ z w c:'. c:'. 0 :r: 0.. "' ~C::'.'. > VJ O 0 0 -... 0 VJ ;z: ;z: z z -'-<( z f--...J < 0.. ..J 32' G4' "'-------------------------------------------------------------------------------------------------------------_J ---------~ --- 0 w ~ a: "' 0 u "' ,n w ~ u 0 ,n ';fl < 0 > ~ 5 N @) ARCHITECTURE + PLANNNG + INTERIOR DESIGN LANDSCAPE OESIGI\ 4798 NEVV BROAD STREET, SUITE 100 ORLANDO FL 32814 407.425.2500 CiVIL & ST.::::UCTURAL DCI ENGINEERING 2600 MICHELSON DRIVE SUITE 930 IRVIN, CA 92612 T: 949,e92 4950 MEP EXP ENGINEERS 2001 WESTC-:All Lil.NE MAITLA\JO, FL 32751 T: .lJ?.660.0038 TRAFFIC CONSULTANT STC TRAFFIC, INC. 2794 LOKER AVENUE '✓✓EST, SUITE 102 CAALSBNJ, CA 92010 T: 76G.5S5.L494 PLANNING CONSU!..TAl\'T HOF'v1AN PLo;NNING A '\JD ENGINEERING 3152 LIONSHEAD AVENUE CARLSBAD. CA 92010 T:760.592.4100 STAMP 0 C\J I 0 _J _J PROJECT NUMBER: CO 0 C\J L!) I I LO L!) ..-,- "!l:: "it:: O,_ 0.. oo Cf) u B0700016-01 5 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31 /16 3. SOP/CDP Resubmittal 6/02/16 4, SOP/CDP Resubmittal 7/01/16 NEW HOTEL SITE PLAN -SOUTH A-102 ~ POOL EQUIPMENT / ENCLOSED IN / WOODEN / STOCKADE FENCE / 8'-0' HIGH I f POOL G" FIRST FLOOR OCCUPANCY PLAN ~ 1/16" 1'-0" ~ LOWER FIRST FLOOR OCCUPANCY PLAN 1/16' = 1'-0" _,,,,.---TOWEL KIOSK ~- □~ -~,,,--F&B KIOSK ~__,,- ,I "' " 'LI '"--, 1,-, tb \ m ~nb ,\_,, 11 , 1r;i 1I (\ ~ - GEN CAROUSEL L LUGGAGE ROOM DELIVERY STAGING rv7 KITCHEN □ □ □ Building Area Legend BUSINESS □ GUEST CIRCULAT ION □ GUEST ROOMS □ RESTAURANT ,,,,,' □ RETAIL / / STORAGE/ MECHANICAL w " ..J VJ WIZARD 'FEATURE / GRAND / / HALL / ' '-._ HOTEL ROOM COUNT -01 LEVEL LEVEL STANDARD ROOMS SUITES SUBTOTAL 01 LEVEL 57 6 63 [I [I --W I □ "RETAIL □ 011.=:::;; I r I ,, I OPEN TO LOBBY BELOW °' -d 32 VJ Area Schedule (SQ FT -Level 01 Total) Name I Area 01 FLOOR -LOWER BUSINESS 1,987 SF GUEST CIRCULATION 2.485 SF 01 FLOOR -MAIN BUSINESS 1,702 SF GUEST CIRCULATION 7 ,578 SF GUEST ROOMS 26 ,246 SF RESTAURANT 10,863 SF RETAIL 621 SF STORAGE/ MECHANICAL 1,276 SF Total Gross Square Feet: 52,760 SF PROJECT NORTH 0 1"=20'-0" 0 11 10 20 4 0' 0 w " a: 0 CL a: 0 u ;;:: VJ w ;: u 0 u, u, < < 0 > ., 0 ru © ARCHITECTURE + PIJ.l.NNING -INTERIOR DESIGN LANDSCl"PE DESIGN 4798 NEW BROAD STREET, SUITE 100 ORLPNDO, FL 32814 407.425,2500 CIVIL 8 STRUCTURAL DCI ENGINEERING 2600 MICHELSON DRIVE SUITE 930 IRVIN, CA 92612 T: 949.892.4950 SEP EXP ENGINEERS 2C01 'v\lESTHALL LANE MAITLAND, FL 32751 T: 407.6€0,0083 TRAFFIC CONSULT,:>.NT STC TRAFFIC, INC. 2794 LOK:R AVENUE WEST. SUITE 102 CARLSBA'.), CA 9201 o T: 760.5B5.4494 PLA"IMNG CONSULTANT HOFMAN PLANNING AND ENGI\J::ERING 3152 LIONSHEAD AVE~UE CA=:LSBAD, CA 92010 T: 760.692.4100 0 C\J CO 0 I C\J l!) ' ' l!) l!) ..--,- () '1:1:: '1:1:: _J 0... 0... _J oo Cf) u STAMP PROJECT NUMBER: B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/1 5 2. SOP/CDP Resubmittal 3/31 /16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 LEVEL 01 PLAN A-201 (, SECOND FLOOR OCCUPANCY PLAN 1/16" = 1 '-0" " Q_ ,, ~ ~ "' "' 0 £; ;;; :!5 I < ~ ,' I ~ ~ L.__Jdil lbl___J < ,, ~ L___+'I 14L ___J <;c LI--- I I ~===~-,==:s-=3=::=::::=E'-,"ci=, ==E=:;7 L = = IHSKP = ~a;il )=° G-~ ,JP 1s = II" CJII "' ll c:J :=711 ~ = 111 . -'--' ~ '--' ~ '--' IEi5I f', I'\ ir l lLfl I\Jll7] :; 1urun l) L) I .Ir\. ;ilLJD Jr \J LJ1 LI [Ljlr\_ : fllLI ~--3 HR. BUILDING SEPARATION WALL , THEMED TENT 3 HR. BUILDING SEPARATION WALL ---\ _, ABOVE RESTAURANT CE ILI NG / /ECH~ , -~ n I __J " 'b" -✓ : 10 t]-,7 1 I • ' I lL....-...-! I I i , ROOF Building Area Legend Area Schedule (SQ FT -Level 02 Total) BUSINESS ....... L GUEST C IRCULATION □ GUEST ROOMS STORAGE/ MECHANICAL Name 02 FLOOR BUSIN ESS GUEST CIRCULATION GUEST ROOMS STORAGE/ MECHANICAL Total Gross Square Feet: Area 892 SF 5,677 SF 37,853 SF 310 SF 44,732 SF SOP #15-26 CDP #15-50 HOTEL ROOM COUNT -02 LEVEL LEVEL STANDARD ROOMS SUITES SUBTOTAL 02 LEVEL 85 7 92 PROJECT NORTH 0 O" 10' 20' 40' l11 =2U-O" 0 w < cc 0 Q_ cc 0 " "' U) w < [5 0 U) U) < < 0 > ~ 0 N © ,'>RCHITECTURE + ;,LANNING + INTERIOR DESIGN LANDSCA?E DESIGN 4798 NEW BROAD STREET, SUIE i CO 0,:'.JLANDO, FL 32814 407.425.2500 01/IL & smuCTUAAL DCI ENGINEERING 2600 MICHELSON CRIVE SUITE ()30 IRV!N, CA 92612 T 9t..9.892.J950 MEP EXP ENGINcERS 2601 INESTHALL LA.NE MAITLAND, FL 3275"< T: 407.660.0:;)88 TAAFFIC CONSUL TANT STC TRAFFIC, INC, 2794 LOKER AVENUE WEST, SUITE 102 CARLSBAD. CA 32010 T: 760.585.4494 PL.ANNING CONSUL TANT HOFMAN PLANNING ANO ENG INEERING 3152 LIONSHEAD AVENUE CARLSBAD. CA 92010 I' 760.692.4100 0 C\I (0 0 C\J LO I I I LO LO .,-.,- 0 ~~ _J (l_ o._ oo _J Cf) 0 STAMP: PROJECT NUMBER: B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SDP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31/16 3. SDP/CDP Resubmittal 6/02/1 6 4. SDP/CDP Resubmittal 7/01/16 LEVEL 02 PLAN A-202 "' D._ " ,'.1) TH IRD FLOOR OCCUPANCY PLAN ~ '" • I U 1--, ~ ~n in " ffi '~ ·1w 11n ~ ~ I DI THEMED TENT COVER -~ 3 HR . BUILDING SE PARATION WALL ~ - Bui lding Area Legend BUS INESS □ GUEST CIRCULATIO N □ GUEST ROOMS STORAGE / MECHANI CAL I ~ :;' rf □1 ~ I 1,GJ ;=-- n ROOF Area Schedule (SQ FT -Level 03 Total) Name I Area 03 FLOOR BUSINESS 893 SF GUEST CIRCULATION 5.725 SF GUEST ROOMS 39 ,096 SF STORAGE / MECHANICAL 312 SF Total Gross Sq uare Feet: 46,026 SF SOP #15-26 CDP #15-50 HOTEL ROO M COUNT-03 LEVEL LEVEL STANDARD ROOM S SUITES SUBTOTAL 03 LEVEL 88 7 95 ~ PROJECT NORTH i O 1"=20'-0" I L__ _________________________________________________________________________________________________ ~-------------- 0 11 1 0 20 ' 40' i ------------------- 0 w >--<: <r 0 D._ <r 0 u ~ "' w " u 0 "' "' 0: cl > V 0 N @ ARCHITECTURE + PLANNING + INTERIOR DESIGN LANDSCAPE oc;s1GN 4795 NEW BROAD STREET, SUITE 700 ORLANDO, Fl 32814 407,425.2500 CIVIL & STRUCTURAL DCI cNGINEERING 2600 M;CHELSON DRIVE SUITE 930 IRVIN. CA 92612 T: 949.892.4950 MEP EXP ENGINEERS 2ti01 WESTH/\Ll U1NE MAITLAND, FL 32751 T: 407.660.0088 TRAFFIC CONSULTANT STC na.FFIC, INC. 2794 LOKER AVENUE \VEST, SUITE 102 C!°'RLSBAD. CA 92010 T: 760.585.4494 PLANNING CONSUL TANT HOFMAN PLANN ING ANO ENGINEERING 3152 UONSHEAD AVENUE CARLSBAD, CA 92010 T: 760.692.41(,Q 0 C\J (0 0 C\J I.!) I I ' I.!) I.!) ,-,- () ~~ _J Q_ Q_ oo _J Cl) 0 STAMP: PROJECT NUMBER · B0700016-015 ISSUED NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31 /16 3. SOP/CDP Resub mittal 6/02/16 4. SOP/CDP Resubmittal 7/01 /16 LEVEL 03 PLAN A-203 ------_.,,---------RESTAURANT ABOVE CLG. MECH SPACE ------.. --------------------- -I _I I l-111-1 1 1-111-1 I -111-1 I I-I 1-'--"iz:1 I 11 I 11 I l-·I · ,-1 -11 J.1i 1 ,-wl, 1_111 1, ,_111, 1-111 , I lw I 1-11111 1-111, 1-111 Jl(I I lwl I lul I Ji:-1 _i 11 ~_11111 l~I I lwl 11 -111; ;_i 11; ;w; I KITCHEN ---RESTAURANT SIGHT LINE FROM PARK ENTRY PATH 0 ;;~~~1~~,GHT LIN ES -~ -- 2 --!8l [8] I -r ~-=-~tJ ~!l f I ' I -er- I - 4 ---------- --------------- • -- --- ,-,,ii:=fi-, 1 1-1 I 1-1 I I 1-I 1-1 I -1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I -, , ,-, -, , ,-, ,-, , ,-, , ,-, ,-, , -, . , 111 .. I 1 1=1 11==11 1=1 I -.. 111=1 I 1=1 I 1== I 1==1 I 1==111==1 1=1 I 1==1 I 1=111==1 I 1==1 I 1=1 I 1=1 I 1= 11==1 I 1==1 1==1 11===1 I 1= 0 WEST SIGHT LIN ES -------SIGHT LINE FROM POOL ---------- / - ~--·-_----':J. -- [8][8] -~ ~ --~- --r ---======ill • ==tD r· / I J / ·,:;---z ~ § ~~' =r--------sc-----+A-------';,f------:-,--------ce /1 -~ ,) I - I 1001 1001 - "' -T 00 I I J ~ I I 3 ', I •• •· • -. . ... -----+--g[8] __ i;-=~TOTAL ROOF AREA IS 49,966 SF = ..... Fl E =--i =--4 F i== =--i ~ 0 ROOFPLAN ~ 1/16"; 1'-0" 2 Li 7 = . . I AREA OF 'PROJECTIONS _ ____,, ONLY' ABOVE 45 ' IS 1.5%, ( LESS THAN 3% OF ROOF AREA) 3T-011 ◄ I· b ' --;::______:-------------=-_; -=----~ -+ SDP #15-26 CDP #1 5-50 ARCH ITECTURE + Pl.ANNING + INTERIOR DESIGN L.ANDSCADE DESIGN 4798 NE\,V BROAD STREET, SUITE 100 ORLANDO, FLJ2814 407.425.2500 CIVIL & STRUCTURAL DCI ENGINEERING 2600 MICHELSON DRIVE SUITE 930 IRVIN. CA 92612 T: 9-+9.892.4950 MEP EXP ENGINEERS 2&11 VVESTHALL LANE M/\JTLAND, FL 32751 T: 407.660.00$8 TRAfFIC COOSULTANT STC TRAFFIC, INC. 2794 LOKER AVENUE WEST, SUITE 102 CARLSSA0, CA9201 :J T: 760,535.4494 PLANN'NG CONSUL TANT HOFMAN PLANNING AND ENGINEERING 3752 LIONSHEAO AVENUE CARLSBAD, CA 92010 T: 760,692.4100 0 (\J (0 0 C\I L!) I I I L!) L!) ..-.,- 0 %'#: _J a.. a.. oo _J rJ) u STAMP: PROJECT NUMBER: B0700016-015 ISSUED : NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31 /16 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01 /16 ROOF PLAN A-204 a 0 CD CD ~~~~:LL SOUTH ELEVATION 8 I I r • I _J r- I I ~--RETAINING WALL ~-----FIREACCESSSTAIR '------8'-0" STOCKADE FENCE SCREEN AT POOL EQUIPMENT ---8'-0" STOCKADE FENCE SCREEN TO SEA LIFE G', ~~~~:LL WEST ELEVATION ---- ---- m . m m m -m m ma Ii--+-' =--+-ma I ---LOUVERED OPENINGS AT DELIVERY/STAGING 8 ~~~~:LL EAST ELEVATION n" n n n n m m m m m --m m m m m m m m 83 I B EB ' -l 'Bffi lB EB EB EE_:----i-- ri r, m -m , '7 n ri EB m m -m m m m m 03 FLOOR ~ 22' -O" 02 FLOOR ~ 12' -011 01 FLOOR -MAIN ~ U -011 m m_m r--m m m ~--8'-0" STOCKADE FENCE SCREEN AT SEA LIFE ~0=3 FLOOR L) 221 -011 \J -~0=2FLOOR 121 -0 11 01 FLOOR -MAIN -- 01 -0" 01 FLOOR -LOWER -~ -- -10 '-0" m m -· m m m -, CD co CD CD __ 03FLOOR 22' -011 __ 02FLOOR 121 -011 01 FLOOR -MAIN O' -011 SOP #15-26 CDP #15-50 _Q1 FLOOR -_l,.OWER ~ -1 0' -0" ---RETAINI NG WALLS -=03~FLOOR L' 221 -0" \J _.-.c02,._,FLOOR 6\ 121 -~ •----~ 01 FLOOR -MAIN ~-~ ---01-~ "-----8'-0" STOCKADE FENCE SCREEN AT POOL EQUIPMENT O" IO' 20' 40 0 w ~ <{ a: 0 Q. a: 0 0 "' "' w Ci 0 0 "' "' <{ <{ 0 > ~ 0 N Q ARCHITECTURE+ PLANNING + INTERIOR DESIGN LANDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE 100 ORLANDO, FL32814 407.425.2500 CIVIL & STRUCTURAL DCI ENGINEERING 2600 MICHELSON DRIVE SUITE 930 IRVIN, CA 92612 T: 949.892.4950 MEP EXP ENGINEERS 2601 \VESTHALi_ LANE M,IJTl.ANO, FL 32751 T 407.660.0088 TRAFFIC CONSUL TANT STC TRAFFIC, INC. 2794 LOKER AVENUE WEST, SUITE 102 CARLSB/lJJ, CA 92010 T: 760.585.4494 PLANNING CONSUL TANT HOFMAN PLANNING ANO ENGINEERING 3152 LIONSHEAD AVENUE CARLSBAD, CA 92010 T: 760.692.4100 0 C\I <O 0 N LD I I I LD LD ..-..- () ::t4:: ::t4:: _J 0... 0... oo _J Cf) u STAMP PROJECT NUMBER: B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31 /16 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01 /1 6 EXTERIOR ELEVATIONS A-301 B B m m m mn m m ---->- EB m m m 03 FLOOR ~ 221 -011 02FLOOR ~ 121 -011 01 FLOOR -MAIN ~ O' -011 m m CD ~~~~:LL COURTYARD NORTH ELEVATION WITH SECTION THROUGH DIN IN G ROOM ~ 03 FLOOR ~ 221 -011 DELIVERY/STAGING BREEZEWAY ~~ 02 FLOOR ~ 121 -011 _91 FLOOR ::_MAIN ~ O' -011 0 ~~~~:LL COURTYARD EAST ELEVATION WITH SECTION THROUGH GUEST ROOM WIN GS i't -, -, , , 'I I , , m EB m m m 111 • I ~ 03 FLOOR -m1-~ ~ m m m m 22' -011 ., _, 02 FLOOR 12' -O" ~ m m m I a 01 FLOOR -MAIN ~ O' -011 0f-' O_ 1 ,,V_= E_ 2 :-,:-, L_L_C_O_U_R_TY_A_R_D_S_O_U_TH_E_LE_V_A_T_IO_N_W_IT_H_S_E_C_T_IO_N_T_H_R_O_U_G_H_D_IN_I_N_G_R_O_O_M __________________________________ _ " n. m <D M <D O" <D ~ 0 I 11 =20 ~011 ~ s I O' SOP #15-26 CDP #15-50 20' 40' 0 w ~ <: 0: 0 n. 0: 0 u :,: "' w " (j 0 "' "' 0: <: 0 > ~ 0 N © ARCHITECTURE + PLANNING + INTERIOR DESIGN LANDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE 100 ORLANDO, FL32814 407.425.2500 CIVIL & STRUCTURAL □Cl ENGINEERING 2600 MICHELSON DRIVE SUITE 930 IRV!N. CA 92612 T: 949.892.4950 MEP EXP ENGINEERS 2601 WESTHALL LANE MAITLAND. FL 32751 T: 407,660.0088 TRAFFIC CONSULTANT STC TRAFFIC, INC. 2794 LOKER AVENUE WEST, SUITE 102 CARLSBAD, CA92010 T: 760.585.4494 PLANNING CONSULTANT HOFMAN PLANNING AND ENGINEERING 3152 LIONSHEAD AVENUE CARLSBAD. CA 92010 T: 760.692.4100 0 C\I co 0 I C\J I!) I I I!) I!) ,-,- () "fl:: "fl:: _J 0.. 0.. oo _J Cf) 0 STAMP PROJECT NUMBER: B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SDP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31 /16 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01/16 COURTYARD ELEVATIONS A-302 " ~ gJ ~ ----mm 00] 83] G) ~:~~~"HT. NORTH ELEVAT ION DIAGRAM ,------ABOVE CEILING / DUCT WORK ONLY, 1 NOT OCCUPIED I I I -, ;[-_;_1 ____ 03 FLOOR ~ ; 22 -o ------::::"~ •-r-__ 02 FLOOR Ill) 12'-0" U 1 . f Ol ___ ~-_ 01 FLOOR-MAIN Ill) --, 0 -0' U a r;; n -I c::, I u -I, 1 ?;i I _01 FLOOR_:_ LOWER Ill) \ -1 O' -O" CJ/ ' OFFICE --~ '-LUGGAGE RM . 0 WALL SECTION ,-----g~., ~~--;r-' -~03 FLOOR Ill) 22' -O" CJ1 -~02.E_LOOR 0 12'-0" U C;> o,,~~ lliiii~'"="=jtt-ifilo1 FLOOR__:_M.AJN Ill) ~J u _...J!!ima... h---'-,--O' -O" '-.-Y _ =---"isc~--'0~1 FLOOR-LOWER Ill) -10'-0" CJI GRAND HALL 0 WALL SECTION --' 0 ' -' l n--, ,--45' .i\BOVE GRADE I C ROOF BEYOND I I C 35' ABOVE GRADE ~~ -I I l // I LU LU z z - ' II ' , ,,-1 I -111-11 1==1 1 l==I I ==I I l==I I J==I I !-1 1 -11 1-11 -11 l==I I !==I I l==I ==I I 1==11 ==I 11==1 I I::: [ \\_ FIRST FLOOR BEYOND ~-FIRST FLOOR BEYOND 0 ~,:~~~,,HT . EAST ELEVATION DIAGRAM ~ 45' ABOVE GRADE ~-ROOF BEYOND 35' ABOVE GRADE -- ,e_J -,,--I ----. 0 m-.B B m m B "'e m .___ -T -~ \ 11 ,_I I I' "-11 I' ,-1 I' ,-11 I, ,-111 111 11 111 II 111 11 111 11 11 1 111 I I 111 11 1 11 1 111 111 111 11 1 -I I -11 1==1 § w 0 0 ' cf ii) ('J ..,,. '.!; 0 m <i -1 1-111-1 1-11 1-1 1-11 -111-111-111-111-1 11-111-1 11 -111-1 11-111-1 11-1 1-1 11-11 -11 1-11 -1 11-1 11-111-11 1 I <i 1-11 1-11 1-1 11 -1 11-11 1-1 11-11-111-11-111-11-111-;11-11 1-11 1-11-111-111-11 1-111-111-111-,11-11 -111==1 I Ill 11 1 11 1 · 111 =1 1=1 I 1=1 l=I I 1=1 1=1 I 1=1 I 1=1 I l=I I l=I I 1=1 I l=I I 1=1 I l=I I 1=1 I l=I I l=I I l=I I =I I l=I I =1 I l=I I =1 I l=I I l=I I 1=1 I =I I l=I I =1 I 1=1 I =111 1-, ,111-, ,11-, 111-11 1-, 11 1-111-,,, 11-111 -,,, 11-111-,11 -111-111-111 -,,, 11-, 11-,,,1 11-, 111-,,,1 11-, 111-,,,111-,, 111-,,, 11-, 11 -, 111-11 -,, 111-, 11 1-_ 11 1-,, 11 1-,,, ~ ROOF BEYOND co ' ~-45' ABOVE GRADE ~-ROOF BEYOND SOP #15-26 CDP #15-50 I 45' ABOVE GRADE 1 r 35' ABOVE GRADE 1 L ~--AREA IS AT 55' ABOVE GRADE AND IS LESS THAN 3% OF ROOF AREA l CARLSBAD MUNICIPAL CODE GENERAL DEVELOPMENT STANDARDS AND DESIGN GUIDELINES 1. BUILDING HEIGHT Building heights shall conform to the building height standards of the City's Zoning Ordinance (Chapters 21 .04 and 21 .29.060 of the Carlsbad Municipal Code) except as modified in this section. All buildings within the Carlsbad Ranch Specific Plan shall not exceed the height of thirty-five feet or three levels. Additional building height may be permitted to a maximum of forty-five feet through a Site Development Plan approved by the City Council provided that: a. The bui lding does not contain more than three levels. b. All required setbacks shall be increased at a ratio of one horizontal foot for every one foot of vertical construction beyond thirty-five feet The additional setback area will be maintained as landscaped open space: c. The building conforms to the requirements of Section 18.04. 170 of the Carlsbad Municipal Code d. The allowed he ight protrusions as described in Section 2146 020 of the Carlsbad Municipal Code do not exceed 45 feet; with the exception of architectural features and exhibits which may be permitted up to 55 feet in height if the City Council makes the specific fi ndings t hat the protruding architectural features or exhibits (1) do not function to provide usable tloor area; (2) do not accommodate and/or screen building equipment; (3) do not adversely impact adIacent properties, (4) are necessary to ensure a building's or exhibits design excellence; and (5) are restricted to no more than 3 percent of the total roof surtace area of the structure from which it protrudes. or in the case of exhibits within Planning Area 4, that they be restricted to no more than 3% of the aggregate of the exhibit as measured from each exhibits base, upon review of a Site Development Plan approved by the City Counci l. ~ ~-~,:~~~"HT. WEST ELEVATION DIAGRAM i ~------------------------------------------------------------------------------------------------------___J D w ~ (J rr D u z (/) w Ci; u iil ,,,, ~ ~ 0 N © i:>.RCHITC:CTURE + ,:,LA\JNING + lr-:TERIOR DESl·3N LANDSCA'E DESIGN 4798 NEVV BROAD STREET. SUITE 1CO ORLANJO, FL 32814 407.425.2500 CIVIL & STRUCTUML DCI ENGINEERING 2600 MICHELSON DRIVE SUITE 930 lRVIN, CA 92612 T: 949.892.491::0 MEP EXP ENGINEERS 2601 ·✓1::STHALL LANE MAITLAND. FL 3275'1 T: 407.660.0088 TRAFFIC CONSULl ANT STC TRAFFIC, INC. 2794 LOKERAVENUE \tVEST, SUITE 102 CAALSBAD, CA 92010 T: 760.::':85.4494 PLANNING CCNSU LTA\IT HOFrvtAN PLANNING AND ENGINEERING 2152 L'ONSHEAD A\IENUE CARLSBAD, CA92C70 T:760.692.4100 0 C\J (0 0 C\J LO I I I LO LO ..-..- () :ti:: :ti:: _J 0... 0... oo _J Cf) 0 STAMP: PROJECT NUMBER B0700016-01 5 ISSUED : NO. DESCRIPTION DATE 1. SDP/CDP 12/10/15 2, SDP/CDP Resubmittal 3;31/16 3, SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01/16 BUILDING HEIGHT EXHIBIT A-303 CD (H/T) HI G H TH EMI NG -ENTRY 1/411 = 11-011 1 -White 5 -Brick Yellow C 4 % R 244 C 14% R 176 M 3% G 244 M 20% G 160 y 3% B 244 y 50 % B 11 1 K 0 % K 0 % Pantone Cool GrayC Pantone 467 C Textile 11-0601 TPX Texti le 14-0936 TPX NCS 0402-Y43R NCS 1918-Y13R RAL CLASSIC 9003 RAL 080 80 30 L 94,2 L 83,2 a 0,0 a 8,9 b -30,0 b 91,2 191-FlameYel.Orange C 0 % R 252 M 37% G 172 y 100 % B 0 K 0 % Pantone 137C Textile 15-1062 TPX NCS S0 580-Y20R RAL 070 70 80 L 76,8 a 28,8 b 93,3 C M y 23 -Bright Blue 100% R 55 % G 0 % B K 0 % Pantone 300 C 30 90 168 Textile 19-4151 TPX NCS 2367-R878 RAL 260 40 45 L 35,8 a -6,9 b -53,4 ,,. ,,--------PAIN TE D METAL FLASHI NG ~-------PAIN TED THEMED PLASTER ,,--------THEMING FEATURE ,,--------PAINTED TH EMED PLASTER ~-------PAINTED TH EMED PLASTER ~-------THEM ING FEATUR E '-----------THEMING FEATURE ~---'-'-~-'-' ---THEM ING FEATURE n n II ,~ (HIT) HI GH TH EMIN G -SIDE ENTRY ~1/4" = 1'-0" 297 -Warm Gold C 17% R 185 M 35 % G 149 y 90% B 59 K 10 % Pantone 1255C Textile 16-0948 TPX NCS S3050-Yl OR RAL 070 60 60 L 55,9 a 9,2 b 44,5 C M y K 308 -Dark Brown 49 % R 80 % G 82 % B 72 % Pantone 4625 c 53 33 0 Textile 19-1218 TPX NCS S8010 -Y90R RAL 050 20 16 L 19.,8 a 11,6 b 9,7 192 -Reddish Brown C M y 32 % R 95 49 9 80 % G 95 % B K 50 % Pantone Textile NCS RAL L a b 175 C 19-1436 TPX S6030-Y70R 050 30 30 32,3 21,7 20,0 194 -Med. Stone Grey 199 -Dark Stone Grey C 40 % R 150 C 67 % R 100 M 32 % G 150 M 57 % G 100 y 34 % B 150 y 59 % B 100 K 0 % K 10 % Pantone 421 C Pantone Cool Grey 10C Textile 15-4101 TPX Textile 18-0000TBX NCS 3502-B NCS 6502-B RAL 000 65 00 RAL 000 40 00 L 64,5 L 42,2 a -1,5 a -1,5 b -2,3 b -1,9 SOP #1 5-26 CDP #15-50 n ,,./ ~-+------PAINTE D THEMED PLASTER ~-+-----COLOR ED WINDOW FRAME WITH TI NTED GLAZING -----------PAINTED THEMED METAL SCREEN --"';;" □~--:I ., ' . •': ' " ' .. :;..;;:. ~·- ARCHITECTURE + PLti.NNING .,. INTERIOR DESIGN LANDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE 100 ORLANDO, FL 32804 407.425.250'.} CIVIL & STRUCTURAL OCI ENGli\E ERING 2600 MICHELSON DRl'/E SUTE 930 IRVI~. CA 92612 T: 949.892.4950 MEP EXP ENGINEcRS 2601 \'VESTHALL LANE MAITL,C..ND, Fl 32751 T: 407.660.0088 TRA.::FIC COI\SUL TANT STC TRAFFIC, INC. 2794 LCKER AVENUE WEST, SUITE 102 CARLSSAD, CA92010 T: 760.585,4~94 PLANNlt~G CO.\JSUL TANT HO;:;MAN PLANNING AND ENGINEERING 3152 LIOl\'SHEAD AVENUE CARLSBAC, CA 92010 T: 760.692,4100 0 C\J (0 0 C\I L!) I I I L!) L!) ..-..- (.) '¾: '¾: _J 0.... 0.... oo _J Cf) u STAMP PROJ ECT NU MBER: B0700016-01 5 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/1 5 2. SOP/CDP Resubmittal 3/31 /16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01 /16 ENLARGED ELEVATIONS A-304 it ,:] ~ iri "' g o' I -White C 4 % R 244 M 3 % G 244 y 3 % B 244 K 0 % Pantone Cool GrayC Textile 11 -0601 TPX NCS 0402-Y43R RAL CLASSIC 9003 L 94,2 a o,o b • 30,0 5 -Brick Yellow I C 14 % R 176 M 20 % G 160 y 50 ~~ B 111 K 0 % Pantone 467C Textile 14-0936TPX NCS 1918-Yl 3R RAL 080 80 30 l 83,2 a 8,9 b 91,2 191 -Flame Yel. Orange C 0 % R 252 M 37 % G 172 y 100% B 0 K 0 % Pantone 137C Textile 15-1062 TPX NCS S0580-Y20R RAL 070 70 80 L 76,8 a 28,8 b 93,3 C M y K 23 -Bright Blue 100 % R 55 % G 0 % B 0 % Pantone 300 C 30 90 168 Textile 19-4151 TPX NCS 2367-R87B RAL 260 40 45 L 35,8 a -6,9 b -53,4 _,,-----------THEMING FEATURE ~b,---------~ PAINTED METAL FLASHING ~/ .r----,f-------PAINTED THEMED PLASTER '---------PAINTED THEMED PLASTER 297 -Warm Gold C 17 % ' R 185 M 35 % G 149 y 90 % B 59 K 10% Pantone 1255C Textile 16-0948 TPX NCS S30 50-Yl0R RAL 070 60 60 L 55,9 a 9,2 b 44,5 C M y K 308 -Dark Brown 49% R 80% G 82 % B 72% 53 33 0 Pantone Textile NCS RAL 4625C 19-1218 TPX S8010-Y90R 050 20 16 L a b 19,8 11,6 9,7 ~ 1 '~"1GH THEMING -LOW TO WER (TYP .) 192 -Reddish Brown C M y 32% R 95 49 9 80% G 95% B K 50% Pantone Textile NCS RAL L a b 175C 19-1436 TPX S6030-Y70R 050 30 30 32,3 21,7 20,0 194 -Med. Stone Grey C 40% R 150 M 32% G 150 y 34% B 150 K 0 % Pantone 421C Textile 15-4101 TPX NCS 3502-B RAL 000 65 00 L 64,5 a -1,5 b -2,3 199 -Dark Stone Grey C 67% R 100 M 57% G 100 y 59% B 100 K 10 % Pantone Cool Grey10C Textile 18-0000TBX NCS 6502-B RAL 000 40 00 L 42,2 a -1,5 b -1,9 _,,-----------THEMING FEATURE _,,-----------PAINTED METAL FLASHING n-1===----PAINTED THEMED PLASTER ------PAINTED THEMED PLASTER SOP #15-26 CDP #15-50 ~L-------------------------------------------------------------------------------------------------------------------------------------------------------' AnCHITECTUAE + PLANNING + INTER'OR DESIGN IJ,NDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE 100 ORLANDO, FL 32814 407.'-25.2500 CIVIL & STRUCTURAL DCI ENGINEERING 2600 MICHELSOI\ DRIVE SUITE 930 IRVIN. CA 92612 T: 949.892.4950 MEP EXP ENGINEERS 2601 \\/ESTHALL LANE MAITLAND, Fl 32751 T: 407.660.0088 TRAFFIC CONSUL TANT STC TR4FFIC, INC, 2794 LO<:ER AVENUE \'l'EST. SUITE 102 CARLSBAD, CA 9201 D T: 760.585.4494 PLANNING COl\'SULT!-'INT HOFMAN PLANNING AND E\JGINEER'NG 31~2 UONSHEAO A'/ENUE CARLSBAD. CA 92010 T: 760.692.4100 0 C\I (0 0 I C\I LO ' ' LO LO ..-..- () ::tt::"11:: _J a.. a.. oo _J (f) 0 STAMP: PROJECT NUMBER· B0700016-015 ISSUED NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31 /16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 ENLARGED ELEVATIONS A-305 ~ ~ N m ~ '° ~ ' ;1 k,,_~ ___ // ·--..... Site Plan · --1..EC-OL~O !i;'A'Rt.!NIG -- ' J_~ .. 1.J,"'-,.o_e;_,_ ""-· -~) ,.' -~---~~----·--~-~ -' ·-·-, -•. •=-= ""'-,---=--, --------.-~>-lSTING'Lkl'i"ITSCAP!E. ' ---1,.:.,; "'"'--L· ·""··•-~ ~ ~---· ·~~ -~---· _____ bc,r~ '-"':~~ _,;., ' )"'°~~-- , ' ' --"-·: ·;_"'--, -~,-I -~:~,;;::1~~1sr '---i. i'., ____ ;:/ ---- cj/•• ·';F- .6:;);l:i'T1!1i-G -\. >· · MfaJl'lif~~ANC:""E fi~~ ,_ { I . "'"'~.llftb-YEE r'!>.?"A1N6 ~--. ---tilsnmui-iO~- -,,,,;;~ -~-::.·:· ·•:::-~ .. --- r --,-.-...,......-'.------1-..,--. l ?~::-!-. ; L ~1--. --'.··---· ,-""·!-···•··•··•-·;-~~-;=~· -~ __ ;. ·(~-:~,.-•:0--~.,---'--c.~,~~--·~- ----•• -~; ' f -: ... _ i :_._,,:--~ , ---~--c .;,~~-'•--•--,--:~-.-• -:--~--.--•-------• •"•" C---{-•; --: ~~-__ :-_J. ~~; 1 ltiitoT-e; -~ '.--,.~--. I ,,,----. --;-~-~"""-~--:-·. -_. ·-·-·--,~-----;---:---•----·-····'-·'-' ,_-· ,..-· Rl;;F~R TO_:SHlEETS ..e,,-:.,1. 'i~ AA.2 & -"r1;J FOR liol<l.l'HC.E!l• SITE PLM<. ·-,..., .. ' D ~ SOP #15-26 CDP #15-50 II LEGOLA--·o , I , I t, CA RN 1 lEGOLAND ,DRiVIE CARlSSAD, CA 9;200:B (760) 9 Hl~5300 Prepared by: IA NICHOLS BRO\VN WEBBER ~.R:CJ;1fl"F:.Cf~ A'.):;)D L-\IKDSCr\P'f!, f]./\'l'-~NftR5, li'l,J:1\H l<l~Ji,-,._.;•,~ :'0',~:f-ll il;J,(l) .,~! ,"'-! l<'i-H;?,:-"tl~.l.l'.'flo."i.'i~'~{•~,: ro;:;,:i fJ.c~. !~is. 't'i:r..: iClW~Ll.Z! lf~h;tU. (-,s'.U, l ff".-F-t ,:;_~ )-'.§r,;-._ 1•'c•L~ ;c~it,;, iim-ti:'J...', ~;, Hofman PlcIOc1jn{l ___ ~ __ E~ginee:r1ng ~~t-,kW"ij~ (;1'?0}-&5~~·100 r•wApel landisc:ape ard1ttecm J!'!C :571-B _Hy-g:efai lwe.'lue- L..eu~df:s-, C,~ $!21'J;;4 [760) $4,3:.-l\760' n'a'~pe!2@coo::.net -CA ooensei:2-625 =-,>,;;'f,=l\,~""N_~ :...-=~· -E~'il:!=B. e;.!._~~~1f~ 7,:;,Hll';i)l"'sii;J _., ~';['i•.~ ~!lit-' --.,:,li\,~-=--,,,a NOT,CE. Th© ~:Jrrtenis ~-t.tJJis i:lloCt!rnem ,,:x:m;uruie pmpillie~l!'.1 itJ©r.mria.~i5rt-of ll.i!GbLANO C.:ail!fOrfl]B _atJf.ll.!'!M olliiF.!t r£'rl~l'itt ili:~.oo~. Afly pmty_roi:affi.Flg iihis ~1~ilnt - does· oo if', roiiffrdooOO artd a~ee~, ~hat IDE· inforffia~bn -C(;l~ed l'leteITT-sliall riot b1.fdupii:CS1.e□: '1mrWfiO]~-·ot lffl.;:)airt,,n~.id~~~ IQ oifi~ ~~rd Jiiie e}':~"1e?.~,;~1C§' ~t~n oor~rn QftEGOt:A.ND' Caii:ol'llla. CITY SUl:lMITTAts llescripiio!! SITE. DEVELOPMENT PLAN AMENDMENT SDP #'1Jll-14!C) COP# 96>16fCl LEGOLAND HOTEL:. CALIFORNIA Site Pla,n Sct:iJ~: a~: "rifho1.Yr J!.1!1<, al: :wos Sheet r~urnller NOTE: FOR REFERENCE ONLY. PARKING COUNTS MATCH THE CITY'S APPROVED NUMBERS from SOP# 96-14(C) CDP# 96-16(C). !'------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~ -------------- ARCHIECT ,JClE + PL.'.\\INL\JG , NTERIOR DES1GN lANOSCA:::,E DESlm< 4798 NEW BROAD STREET, SUITE 100 ORLANDO, Fl_ 32814 407.425_2500 Cl\lil & STRUCTURAL DCi ENGINEER!f\JG 2600 lvl:CHEi...SON DRl1/E su1-E 930 :R\IIN, CA 9261? T: 949_892 4950 :v!EP EXP ENGINEERS 2601 'N~STHJ'.il LANE MAITLAND, F. 32751 -;-407 _660_0088 IRAFFIC CONSULTANT STC TRAFFIC INC 2794 LOKE;:: AVEI\JUE WEST, SU,E. 102 CA,9lS3AD, CA9201D T: ?60-585-1119·1 PiJ\NNIMG CONSULTANT HOFMAN PLANNING A.!\10 ENGINEERING 3152 L:ONSHFAC) AVCN;J:, CA9LSBAD, CA92010 -: 750.692.4100 STAMP: 0 C\.I I (.) _J _J PROJECT NUMBER: (D 0 C\I LO I I LO LO .,--,- "1:1:: "l:i:: Q_ Q_ oo (1)0 B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SDP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31/16 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01/16 APPENDIX- LEGOLAND HOTEL 1 APPROVED PLAN A-900 ABBREVIATIONS ACP Asphalt Concrete Pavement ADD'L Additional AD Area Drain ADJ Adjocent ANSI American National standards Institute APPROX. Approxi mate(ly) ARCH An:hitect(uroi) ASS( Assembly BLDG Building BM Benchmark BNDRY Boundary BOW Bottom of Wall (at finished grade) BVC Beginning of Vertical curve CTV Cable 1V C&G curb and Gutter CB Catch Basin cc Concrete Curb CD Concrete Drive CF Cubic Feet (Foot) Cl Cost Iron CJ Construction Joint CL Class le. Center Line CMP Corrugated Metal Pipe CCNC. Concrete CCNSf. Construction CPEP Corrugated Polyethylene Pipe CTR Center(ed) CY cubic Yard DCVA Double Check Valve Assembly DOOi Double Detector Check Valve DEPT. Department DEf Detail D.I. Ductile Iron DIA (¢) Diameter DIM Dimension DS Down Spout DWG Drawing E East(ing) EC Electrical Candu~ ECC Extruded Concrete Curb EL= Elevation EOP Edge of Pavement LEGEND STORM DRAIN PIPE NEW & EXISTING CATCH BASINS NEW & EXISTING DRYWEU.S STORM MANHOlE SANITARY SEWER PIPE SANITARY SEWER MANHOLE EQUIV. Equivalent p EVC End of Vertical Curve PC EXISf. Existing PIV FD Floor Drain pp FDC Fire Department Connection PL or t FON Foundation PSF FFE Finish Floor Elevation PSI FH Fire Hydrant PT FL Flanged PVC FLR Floor PVI FOC Face of Curb Q1Y. F.S. Finished Surf.ace RAD (R) FT ( , ) Foot (feet) RCP FTG Footing RD G Gas Main REF GB Grade Break REQD. GM Gos Meter REI' GRD Grade ROW GV Gate Valve SD HB Hose Bibb S.F. HOPE High Densify Polyethylene SITT HORIZ(H) Horizontal SIM HT Height SPEC HYO Hydrant SQ ID Inside Diameter ss I.E. Invert Elevation SfA IN ( • ) lnch(es) Sf□ INV Invert TOE !RR Irrigation Water T LB Pound(s) TBM LCPE Lined Corrugated Polyethylene Pipe T.C. LF Linear F•et TG or RIM MAT'L Material lEMP. MAX Maximum TOP MFR Manufacturer TOW MH hlanhole 1V MJ Mechanical Joint 1YP. MIN. Minimum vc MISC. Miscellaneous VERT (V) N North(ing) WM NO ( # ) Number w/ oc On Center WT 0/W Oil Water WWF YD SD-;------TOP OF WAI.I./TOE OF \YALL :-r-·=· L._J ss~---- 7:S;;,'h ,r\ \J SLOPE INDICATORS RIP RAP FILlER FABRIC FENCING RAIN WATER LEADERS (Rllt) DO\INSPOUTS WATER MAINS -w-----w----- Power Point of Curvature Post Indicator Valve Power Pole Property Line Pounds Per Square Foot Pounds Per Square Inch Point of Tangency Polyvinyl Chloride Point of Vertical Inflection Quantity Radius Reinforced Concrete Pipe Road Reference Required Retaining R'ight of Way Storm Drain Squore Feet Sheet Similar Specif,colion(s) Squore Sanitary Sewer station Standard Toe of Wall, or Slope Telephone Wire Temporary Bench Mark Top of CUrb Top of Grote Temporary Top of Slope Tap of Wall Television Wire Typical Vertical Curve Vertical Water Meter Vfrth Weight Welded Wire Fabric Yard Drain 3:1 fil 2:il DS 11111 V;J CLEANUUTS (C.O.) SS, AND Rl\t (NEW AND EXISTING) FIRE HYDRANTS (NEW AND EXISTING) AND FDC WATER METERS WATER VALVES FITTINGS l'lllli lliRUSf BLOCKS SURFACE W1R AND PIPE DIRECTION FLOW EXISTING CON10UR LABELS PROPOSED CONTOUR LABB.S EXISTING SURFACE ELEVATIONS FINISHED SURFACE El.EVATIONS NEW EASEMENT NEW DITCH TRAFFIC ARROWS "'f ~ TEE go• 45· 22.s· 11.25• ·-·~ ·-~ OR ------ -~ -----. -(457)--__. ---457 ----- xxx.xx r XX)(.)()( T.C. ;xxx.xxF.s. INTERCEPTOR AND BIO-SWALES CEMENT CONCRETE N 1000.00 COORDINAlES, & LEADERS ~ SlUBBED & PLUGGED LINE CONCRElE CURB CONCRElE CURB & GUTTER NEW ASPHALT/CONCRETE PAVEMENT CURB INLET /UNDER SIDEWALK INLET II DRAINAGE SWALE RETAINING WAI.I. v ///////) /////a STRAW BALE ROCK CHECK DAM SOP #15-26 CDP #15-50 MAJOR SITE DEVELOPMENT PLAN FOR \ LLC H20 CARLSBAD, CA \ OVERALL SITE SCALE= 1• = 70' UTLITIES: GAS & ELEClRIC (PRIVATE) MERLIN ENTERTAINMENT GROUP 1-760-918-5300 TELEPHONE (PRIVATE) MERLIN ENTERTAINMENT GROUP 1-760-918-5300 FIRE DEPARTMENT CARLSBAD FIRE DEPARTMENT 1-760-931-2141 WATER DEPARTMENT CARLSBAD WATER DEPARTMENT 1-760-602-2420 SEWER (PRIVATE) MERLIN ENTERTAINMENT GROUP 1-760-918-5300 STORM DRAIN (PRIVATE) MERLIN ENTERTAINMENT GROUP 1-760-918-5300 CABLE TV TIME WARNER 1-855-634-3946 ,.1-' CITY OF OCEANSIDE HIGHWAY 7B CITY OF VISTA -.~_;;c··-~ PROJECT SITE\\~~~ ~ 4'0 CITY OF \\\ PACIFIC \ OCEAN I v-cosr. SAN MARCOS AVE \\ \ CITY OF ENCINITAS VICINITY lv1AP NOT TO SCALE SHEET INDEX TIRE~ITT------------------------C-QO DEMOLITION PLAN --------------------~-c-1.0 GRADING INDEX-----------------------C-2.0 PRECISE GRADING QUADRANT 1 ----------------C-2.1 PRECISE GRADING QUADRANT 2 ----------------C-2.2 PRECISE GRADING QUADRANT 3 ----------------C-2.3 PRECISE GRADING QUADRANT 4 ----------------C-2.4 ~LlrrPLAN------------------------~io FIRE DEPARTMENT TRUCK ACCESS PLAN ------------C-4.0 SWQMP BMP SITE PLAN -------------------C-5.0 HYDROMODIFICATION EXHIBIT -----------------C-5.1 DETAILS --------------------------C-6.0-C-6.2 FOR PERMIT Th.ese drawm&& are "1Jfflclently complete for l""brnilffll-m to the jurisdiction ha'riug authority for , pe:tmit. The contractor llhall not uae these dn.1riJlp for ccmatruation until contractor recei9es : mtten approval for use in construetion by the , jurisdiction having authority and DC1 bgiD""1'11. ·---·--------------------···------------··-.I DC I CONTRACTOR NOTE: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO E n G I n E E A s BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSlRUCTION. ALL EXISTING FEATURES 2600 MICHELSON DRIVE• SUITE 930 INCLUDING BURIED UTILITIES ARE SHOWN AS UNDERGROUND SERVICE ALERT IRVINE, CALIFORNIA 92612 INDICATED ON RECORD MAPS AND SURVEYS PHONE: (949) 892-4950 • FAX: (949) 892-4970 FURNISHED BY OTHERS. WE ASSUME NO LIABILITY WEBSITE: www.dci-<mgineers.com FOR THE ACCURACY OF THOSE RECORDS AND ONE-CALL NUMBER 811 CIVIL/ STRUCTURAL SURVEYS. CONTACT THE UTILITY OWNER/AGENCY ~ ©CoP>"ghtoG/2Dl6D"Amclo "'""'"000 Sc. SI IBgh!s R~•~d FOR THE FINAL LOCATION OF EXISTING UTILITIES IN CALL TWO BUSINESS DAYS l'.O Thi, doci:me<rl. "'1d the ide:!s o:,d iieslgcs mcy not be re,;sed, ia \lholo or 0 '" "" "'"~ •~= ''"'.""" '= c·,-,,_,,. '"'· AREAS CRITICAL TO CONSlRUCTION. BEFORE YOU DIG IL _______________________________________________________________________________________________________________ ,-_._~_-_0 _ 000 _'"_"_";~_, 01 _ 0 ·_··_-_ 00~_~-~_·_"_·_""_"-_"_""_= ____________________________________ _ ARCH!T:'CTURE + PLAf~Nlr~G "" ·,'rERIOR DESiG:-.J IPNDSC,.'.IPic i.lES:GN 4798 NEVV BROAD STREET, SUITE 100 ORLANDO, FL328"14 4D7 4252500 C!VL & STRUCTJ81-\L DCI ENGINEERS 2600 1-A:O-ff!_SON ORI\/:: SUE 930 IR\f:\JE, CA 92612 l: 94G.S92.4950 MC::P EXP ENGINEERS 2601 WESTI-IP,L!_ ..ANE MAITLJl.tm, FL 32751 T: 40? .660.0088 FtAF;::rc CONSULT Al'JT STC TRAFFIC, INC. 2794 LOKER AVENUE WEST, SJ'.TE 102 CP•.RLSBPD, CA9?0·10 T: 760.585.4494 PLAN[\J:r-,IG CONSULlAI\Jl HOFMAN PLANNING Af,JO ENGINEERING 3152 LIONS/-ILAIJ AVENUE:. CA9LS8~, CA92C"i0 750.082.41 OJ STAMP: 0 C\I I 0 _J _J p. 03/31 / CI\I\\. OFCfl,.\.'fi PROJECT NUMBER: (D 0 N LO I I LO LO ,-,- '!I:: '!I:: 0... 0... oo (j) 0 B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31/16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 TITLE SHEET C-0 .. 0 "' ,. "' N ci N "' ~ ! 147.4 REFERENCE NOTES: CD SAWCUT AND REMOVE EXISTING AC PAVEMENT. © SAWCUT AND REMOVE EXISTING CURB. ® REMOVE EXISTING SIGN. © REMOVE LIGHT POLE BASE. SALVAGE EXISTING POLE. REPAINT AND RELAMP. ® REMOVE EXISTING TREE. ® SAWCUT AND REMOVE EXISTING CURB AND GUTTER. \ \ \\ ~1 11 ® REMOVE EXISTING BOLLARD. \ . ® REMOVE EXISTING FLAG POLE. \ I\ ! ! @) REMOVE AND RELOCATE EXISTING COMMUNICATIONS MANHOLE. \ ~\ @ PROTECT IN PLACE EXISTING SEWER MANHOLE. ADJUST LID TO FlNISHED GRADE . @ REMOVE EXISTING ELECTRICAL MANHOLE. @ PROTECT IN PLACE EXISTING WATER VALVE. @ RELOCATE EXISTING ELECTRICAL PANEL @) SAWCUT AND REMOVE EXISTING PCC SIDEWALK @) PROTECT IN PLACE EXISTING PCC SIDEWALK @ PROTECT IN PLACE EXISTING TREES @ EXISTING RV/BUS PARKING SPACES TO BE RELOCATED. @ REMOVE EXISTING CURB RAMP @ PROTECT IN PLACE EXISTING FIRE HYDRANT. @ REMOVE EXISTING FIRE HYDRANT AND LATERAL. HYDRANT TO BE SALVAGED AND REINSTALLED. 11 _-I ----, \ I \'' I \ I \_ I --\-_\_ i---,---\ \ \ \ \ \ I \ \ \ \ \ -------I 25--------\"------:;;:-\ I \ -----------. \ \ \ \ \ \ I \ \ \ \ \ \\ \ / , -------------------------------------8 --. ~ \ D O O \ -------;;;; , , .,,,...,,..., ... .,,,.,.--,,.,,.,,. f \ \ \ I ~\ PROPOSED RV/BU RELOCATION \ \ I I \ \ \ \ \r,\\ SURFACE LEGEND: ™ EXISTING ASPHALT PAVEMENT REMOVAL MM EXISTING PCC PAVEMENT REMOVAL PARKING RELOCATION SUMMARY: NUMBER OF ADA SPACES TO BE REMOVED: 89 NUMBER OF TEMPORARY ADA SPACES PROVIDED: 89 NUMBER OF PROPOSED ADA SPACES: (BETWEEN HOTEL 1 AND HOTEL 2) 107 FOR PERMIT These drawinp are sufficiently complete for • 1111brni111PM\ to the juriadiotion hlfflDI authority for • permit. The contractor shall not use theae i clrmriDp for COD.Btruct1on until contractor recatves · written &.ppru,al for uae In comtruction by the juriadiction hlfflDI authority end DCT Ji!ngln._... ' ~~--.. ------"~•-•--__ ,_,_,,._ ,_ -·---· ~ --·-••--~ ~ __ .. ________ ,,, DCI enG1neeRs 2600 MICHELSON DRIVE•SUITE 930 IRVINE, CALIFORNIA 92612 PHONE: (949) 892-4950 • FAX; (949) 892-4970 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL © Copyright 06/2016 D'AmQto Corwersll1'IC Inc. All Rights Reserved Tnis doi:u=t ond t.'ie iOec,i and -Tgns mcy not be """''"• in whcle or i-t port; WilllOIJt ~-• p:rmSSion frnm O'Amc!lo C,,,,,,ernooo Inc ti'Am;rlo Convoncoo !no. <f.soboims or.y reepM..;biiity fc, ile unaulho(o,ad use. CONTRACTOR NOTE: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFlED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. \ I SOP #15-26 CDP #"15-50 \ \ \ \ \ GRAPHIC SCALE 0 20 .. ! ! I ( IN FEET ) 1 inch = 40 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG c.__ _______________________________________________________________________________________________________________ .J ---·· ------- Cl ~ cc 0 0. cc 0 Ll z CD w < [j C C0 CD < "' C > 7 0 co © ,'\l-,CHl1E.CT:JRE. + PLANNING 1-"NTLRIOR Dl::.SlmJ LANDSCAPE D':SiGN 4798 NEW BROf',D STREET, SUITE 100 ORLANDO, FL 32814 407.425.2500 DCI ENGINEERS 2500 M!C!-ELSON DR VE SU.TE 930 IR\/l~E. CA 92612 T: 949.892 .4950 M::'P EXP ENGINEERS 2601 Vi/:CSTHAU. LAr~E M/\ITLA\JC, 1-:.. 32751 ; . 407_660_008S CR.!,JCFIC CONSU_IA,"ll STC TRAFF!•:, INC. 2784 LOKER AVE},JUE WEST, SJl"TE 102 CAfr_sBAD, CA92010 !: 760.535_1~9-1 HOFMAN PLANNING AND ENGINEEf-llNG 3152 ~iO\JSHEAD A'.JENJE CA.9LS3AD. C.~92010 T: 760.602.4100 0 C\J CD 0 C\.I I..() I ' ' I..() LO ,--,-- () ::j:j::::j:l:: _J o_ o_ oo _J (J) 0 STAMP: PROJECT NUMBER: . B0700016-015 ISSUED: NO. DESCRIPTION DATE 1 SOP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31/16 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01/16 DEMOLITION PLAN C-1.0 \ \ \ -! --' -----I I I I FOR PERMIT I I I ~ ii ~ I. ' ' ' I CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO E n G I n E E R s BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES 2600 MICHELSON DRIVE •SUITE 930 INCLUDING BURIED UTILITIES ARE SHOWN AS I Thue clrawlnp are sufflalently complete for I IRVINE, CALIFORNIA 92612 INDICATED ON RECORD MAPS AND SURVEYS :a 1111brnissicm to the juriadictl.on hlmDa; authority for i PHONE: (949) 892-4950 ° FAX: (949) 892-4970 FURNISHED BY OTHERS. WE ASSUME NO LIABILITY ;;; permit. The contractor shall not uae these WEBSITE: www.dci-engineers.com FOR THE ACCURACY OF THOSE RECORDS AND ci clrawlnp for construction unW contractor n,ceivea CIVIL/ STRUCTURAL SURVEYS. CONTACT THE UTILITY OWNER/AGENCY N written approm for 1188 m construction by the ©~~!~,;/~~1!.0!:';:, <;::,::~:: ,~';.'!!1,h~ !:!'~'' FOR THE FINAL LOCATION OF EXISTING UTILITIES IN SOP #15-26 CDP #15-50 GRAPHIC SCALE 20 .. I I ( IN FEET ) 1 Inch = 40 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 <o ........ u ... ,ftD 1.....ffta authority and l)C1 Ji!ngin""!l'II. ,, ""' .,~, ""'"" ,~»-Imm ,~ •• ~-"~ '"'' AREAS CRITICAL TO CONSTRUCTION O ,-...--&l.liill,'I'-. D'Arr,rio Cotwe=no Inc. di,.:loi= any ro<ponsibilily fur its uMlllheri:,,,d u,e. • IL _____________________________________________________________________________________________________________________________________________________________________________________________________________ ~ CALL TWO BUSINESS DAYS BEFORE YOU DIG 0 w ;s Q i'1' 0 0 6 w µJ < 0 0 w CD -,: ~ ~ D N g ARCHITECTURE -PLANNNG + NTER:OR QESIGN l..Ai'JD3C,'.PE DES!GN 4798 NEV\/ BROAD STREET, SUITE -100 ORLANDO, FL 32814 407-425.2500 C:iVE ... & STRUCTURAL. DCI ENGINEERS 2600 'VliCHE,_SO;;J DRIVE SUITE 930 IRVINE, c,c..9213"12 T: 948.892.4850 MEP EXP ENGINEERS 2601 \l\'ESTHALL LANE MAITLAND, FL -32751 T· 407.6G0.0088 T?.AFFiC CONSUI..TAf\JT STC TRAFFIC, INC, 27.94 I_OKFn ,.:.VENUC:WEST, SJITE 102 CP.RLSBACJ. CA92010 i: 760.585.4494 Pl.JI.NNING CONSULTANT HOFMAN PLANNING ANO ENGINEERIMG 3152 LIONSHEAJ AV::NUE CARLSBAJ, CA 920'10 T: 760.692.4100 0 (\J (!) 0 N LO I I I LO LO ,--,-- 0 ** _J 0.... 0.... oo _J CJ) 0 STAMP: PROjECT NUMBER: 80700016-015 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2, SOP/CDP Resubmittal 3/31/16 3. SOP/CDP Resubmittal 6/02/16 4, SOP/CDP Resubmittal 7/01/16 GRADING INDEX C-2 .. 0 151.00 T.C. 150.50 F.S. LIMITS Of GRADING J IL/ 11 ! REFERENCE NOTES: u) NEW 4" THICK P.C.C SIDEWALK PER SDRSD G-7 <i) NEW 6" CURB AND GUTTER SDRSD G-2 @ NEW 7.5" THICK P.C.C. PAVEMENT PER GEOTECH RECOMMENDATIONS. PAVEMENT SHALL PRO\llDE CAPACITY FOR 75,000 POUND LOAD © NEW PEDESTRIAN CURB RAMPS PER SDRSD G-31. © NEW 4" AC OVER 7" AB PER DETAIL 4/C-6.1 (-J) NEW CASE I ACCESSIBLE PARKING STALLS. SEE DETAIL 1 /C-6.1 SDP #15-26 CDP #15-50 @ NEW RETAINING WALL SEE SEPARATE STRUClURAL PLANS FOR WALL DESIGN. \V NEW 6" CURB SDRSD G-1 PROPOSED CURB AND GUTTER \ PROPOSED DRIVEWAY i 1' ' ------------------- 14Z50 TG 8' 21' 2% PROPOSED BUILDING PARKING AREA 5' 4.5' -------- 148.96 F.S. 149.30 F.S. 148.50 T.G. 1 ------------------- SD----- 10.5' 149.00 TG 149.13 F.S. -------- ¼ 14d.*faS_ ·~ ------- ----------149.14 TG -------- LL.I z: ::i :::c (.) ~ ::::::E AD SD ----j:....:,aoi-=-----•- PROPOSED BUILDING @7 NEW ROLLED CURB AND GUTTER PER SDRSD G-4A. @ NEW NDS GRASS PAYERS PER DETAIL 5/C6.0 @ NEW 5' HIGH POOL FENCE. SITE DRAINAGE: PARKING LOT DRAINAGE IS DIRECTED \llA SHEET FLOW IN THE SOUTHERLY DIRECTION TO BE CAPlURED, TREATED, AND RELEASED INTO THE EXISTING STORM DRAIN SYSTEM. LANDSCAPE DRAINAGE WILL BE HANDLED THROUGH A SERIES OF AREA DRAINS AND PIPED UNDERGROUND INTO A MODULAR WETLAND SYSTEM PRIOR TO RELEASE INTO THE EXISTING STORM DRAIN SYSTEM. EARTHWORK QUANTITIES: CUT= FILL= NET= 4,122 C. Y. 9,184 C.Y. 5,062 C.Y. FILL REMEDIAL GRADING QUANTITIES: A. 1 TO 5 FT UNDOCUMENTED FILL = 1,111 CY B. UPPER 2 FT OF PRE\llOUSL Y DOCUMENTED FILL = 5,277 CY C. 12 FT PAD OVER EXCAVATION = 23,226 CY ' . ',"--:7 -------,___ 148..52 F.S. ....... ______ 011)CF \ ---~ / 148.45 F.S. '-o• CF i, ..,, 148.35_ T.C. {14Z85 f:.S. -, 14&41 ,T.C. 14Z91 F.&/, _ 148.44 T.C. 147.94 F.S. _. LEGOLAND DRIVE ENTRANCE SURFACE LEGEND: NEW AC PAVEMENT : . : . . I NEW PCC PAVEMENT • , , , , s , s RETAINING WALL @I AD AREA DRAIN -•-5' HIGH FENCE CURVE TABLE: NO. DELTA RADIUS LENGTH C1 155.60' 10.00' 27.16' C2 26.56" 46.00' 21.32' C3 26.67" 28.00' 13.03' C4 39.44" 30.00' 20.91' C5 39.44" 30.00' 20.91' C6 30.64" 30.oo· 16.04" C7 30.64" 30.00" 16.04" CB 90.00" 28.00' 43.98' C9 43.26" 40.00' 30.20' C10 46.43" 52.00' 42.14' C11 93.17" 35.00' 56.92' C12 35.13" 34.00' 20.85' C13 57.54" 52.00' 52.22' ------ .. __ ,, © AD , \ , \ \ \ I , /ARE LANE \ ' ENTRANCE SIGN --<:. 146.4BJ;S;- ----,46~52 F.S. • > \ SCALE : 1"=10' 0 DC I CONTRACTOR NOTE: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO FOR PERMIT e n G I n e e R s BE VERIFIED HoR1zONTALLY AND VERTICALLY PR10R 2600 MICHELSON DRIVE-SUITE 930 TO ANY CONSTRUCTION. ALL EXISTING FEAlURES Thue drmriDp are l!IUfftciently complete for IRVINE, CALIFORNIA 92612 INCLUDING BURIED UTILITIES ARE SHOWN AS ii: SECTIQU A-A snbrnl!!Slon to tlle Juriadicticm ha'Vlne authority for PHONE:(949)892-4950. FAX:(949)892-4970 INDICATED ON RECORD MAPS AND SURVEYS (\) 1'4 SECTION B-B permit. The contractor shall not use these WEBSITE: www.dci-engineers.com FURNISHED BY OTHERS. WE ASSUME NO LIABILITY "' NTS NTS drawmp for CODlltruct1cm until contractor receives CIVIL/ STRUCTURAL FOR THE ACCURACY OF THOSE RECORDS AND ~ 1lritten &pp1'09Bl for use ID COIIIIQ'WIUon 'by the ©copycght □s/20" □'>mct, '""'"""" '"'· All •oh" Rese~d SURVEYS. CONTACT THE UTILITY OWNER/AGENCY o h•..1-"ction ha.....,,,. au.tho..Uv --..a DCI ~m .. -Thi!, documerf., ond th• io"'1S and dKlgns may aol bo ,.u .. d, in wholo or ~ GRAPHIC SCALE 10 20 : I { IN FEET) 1 inch = 20 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CALI. 1WO BUSINESS DAYS BEFORE YOU DlG ~ ,--··-.... ., ...... --U• '" "' '""" '"'"'" ,_.,,, "''" , . .,..,, ~"=""" '"'· FOR THE FINAL LOCATION OF EXISTING UTILITIES IN ~ O'A.molo Con"'""'"" Inc. d:sc,oims ony ~;po"'5ibili,y for;;,, unouthori:zed m. AREAS CRITICAL TQ CQNSTRLJCTIQN. ~'------------------------------------------------------~~~:__:__:_:....=-=~--~~~~~~~~ ARCHITECTURE+ PLANNING+ INTERIOR DESIGN LANDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE 100 ORLANDO, FL32814 407 .425.2500 Cl\ltL & STRUCTURAL □Cl ENGINEERS 2600 MICHELSON DRIVE SUITE930 IRVINE. CA92612 T: 949.892.4950 MEP EXP ENGINEERS 260"1 WESTHALl LANE r,WTLAND, FL 32751 T: 407.660,0088 TRAFFIC CONSULTANT STC TRAFFIC, INC. 2794 LOKER AVENUE WEST, SUITE 102 CARLSBAD, CA920"10 T: 760.585.4494 PLANNING CONSULTANT HOFMAN PLANNING AND ENGINEERING 3152 UONSHEADAVENUE CARLSBAD, CA 9201 G T: 760.692.4100 STAMP: 0 C\I I () _J _J PROJECT NUMBER: CO 0 C\l LO I I LO LO .-.- 'I!:: '!I:: a.. a.. oo Cf) 0 B0700016-015 ISSUED: NO. DESCRIPTION DATE 1, SDP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31/16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 PRECISE GRADING QUADRANT 1 C-2 .. 1 .,.... • N (.) t:i LaJ ::c (/) I.a.I I.a.I (/) I.a.I z :::i ::c ~ ::IE I D----- 149.14 T.G. I 4 7T49.-U·T.-G.- SD -----+--@J,~- ,1 i I , 1 1' I ,, lj _I ii :_i_ B x d LIMITS ~F 0 I I L []-:::i ILJ' d I I I ~ i/ I / , , . ~ L~ '--J , . , REFERENCE NOTES: li) NEW 4• THICK P.C.C SIDEWALK PER SDRSD G-7 <i:} NEW 6" CURB AND GUTTER SDRSO G-2 @ NEW 7.5" THICK P.C.C. PAVEMENT PER GEOTECH RECOMMENDATIONS. PAVEMENT SHALL PROVIDE CAPACl1Y FOR 75,000 POUND LOAD @ NEW NDS GRAVEL PAVERS PER DETAIL 4/C-6.0 @ NEW 4" AC OVER 7" AB PER DETAIL 4/C-6.1 (-j) NEW CASE I ACCESSIBLE PARKING STALLS. SEE DETAIL 1/C-6.1 @ NEW RETAINING WALL PER ARCHITECiURAL PLANS. SEE SEPARATE STRUCTIJRAL PLANS FOR WALL DESIGN. \V NEW 6" CURB SDRSD G-1 @J NEW ROLLED CURB AND GUTTER PER SORSG G-4A SURFACE LEGEND: NEW AC PAVEMENT NEW PCC PAVEMENT i5-s s s '"-'" RETAINING WALL DECORATIVE CONCRETE PAVEMENT NDS GRAVEL PAVERS GUARD RAIL SITE DRAINAGE: PARKING LOT DRAINAGE IS DIRECTED VIA SHEET FLOW IN THE SOUTHERLY DIRECTION TO BE CAPTIJRED, TREATED, AND RELEASED INTO THE EXISTING STORM DRAIN SYSTEM. LANDSCAPE DRAINAGE WILL BE HANDLED THROUGH A SERIES OF AREA DRAINS AND PIPED UNDERGROUND INTO A MODULAR WETLAND SYSTEM PRIOR TO RELEASE INTO THE EXISTING STORM DRAIN SYSTEM. 5' SIDEWALK 16.5' PROPOSED BUILDING PROPOSED PARKING~ PROPOSED BUILDING 14.5' ii- SECTION C-C NTS 8' SIDEWALK SECTION D-D NTS 42" HIGH RAILING PER ARCHITECTURAL PLANS PROPOSED RETAINING WALLS TOW AND BOW PER PLAN PROPOSED GROUND IL:'::::-' 1l ~- SOP #"15-26 CDP #"15-50 GRAPHIC SCALE DCI enG1nEERS 2600 MICHELSON DRIVE ■SUITE 930 IRVINE, CALIFORNIA 92612 PHONE: (949) 892-4950 • FAX: (949) 892-4970 WEBSITE: www.dci-engineers.com CIVIL/ STRUCTURA.L © Co~yright 06/2016 D'Arnoto Conversr.mo l11c. A!l Rights Reserved Thi(: document, ond the 1d$1JS end designs moy not be reL1Sod, in v~oie or in port, wil:ho•Jl wri!:.n pem,;55jer, from D"/lm:<to Cormra_o.so ll'!e- D"Ar:ior.o c,,mer,:ann "'1c. -Jms cmy responslbIDtj for ,t; unoull>orizod u:;c. CONTRACTOR NOTE: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEA iURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILl1Y FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTIL11Y OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. 10 20 !~I ( IN FEET } 1 inch = 20 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG ARCH;TEGTURI:. + PL/IN\J1:,1-3 + INTEfWR :JESIGN L,1..NDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE 100 ORLANDO, FL 32814 407.425.2500 C:\'IL & STRUCTURAL DCI Ei;GINEERS 26C·O M'CHELSON DRIVC: SU!TE 930 I;:;VJN:::, CA 92612 -9'19.892.~950 MEP EXP ENGINEERS 2601 WESTHfLL LANE MAITLAND, FL 32751 l 407 660.0088 Tl'll\FFIC CONSUL TANT STC TRAFFIC, !NC 2i94 LOKER A'ENUE WEST, SU'li:. 102 CARLSBf:D. CA9201iJ T: 7f.0.585_4,19•1 ::,LA'-lNING CO\JSUL.T.t.NT HOFMAN PLANNING AND ENGINEERIIJG 3-152 UONSHS.'i,D AVENUE CA9LSB."D, C.4.920'10 760.692.4100 STAMP 0 C\I I () ...J ...J FESS 1-1 A. s -Jti~p':"'.Q _ 3/31 I CD 0 N LD I I LD LD ,-,- % ::j} 0... 0... oo (/) u PROJECT fl UMBER: 80700016-015 ISSUED: NO. DESCRIPTION DATE 1. SDP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31/16 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01/16 PRECISE GRADING QUADRANT2 C-2.2 I ' \ I I I I I ' ! I I I . I "" 133.30 T.O. \ \ I ----------- -.--.... ---.--+ PRO OSED 4'HGHPOT AND ROPE FENCE ~ • N (.) 1- 1..,J l..,J :c en l..,J l..,J en l..,J :z ::i :c (.) ~ :::E FOR PERMIT I These dra1fiDc11 are .,JfflctenUy complete for I 1111bmlmdon to the jurilldletion havillg authority for I permit. The contractor lllhall not Wffl these I clrn!Dp for conatruction until contractor reoeivell I written approval for Wffl in COlllltruotlon by the I jurilldletion ha'9iDg authority and DCI' J!ngin"'81'111, I REFERENCE NOTES: (u NEW 4• THICK P.C.C SIDEWALK PER SDRSD G-7 <i) NEW 6" CURB AND GUTTER PER SDRSD G-2 © NEW PEDESTRIAN CURB RAMPS PER SDRSD G-31. @ NEW 4• AC OVER 7" AB PER DETAIL 4/C-6.1 <i) NEW 6" CURB SDRSD G-1 SOP #i5-26 CDP #15-50 @ NEW CASE 2 ACCESSIBLE PARKING STALLS. SEE DETAIL 2/C-6.1. @ 12" FULL DEPTH A.C. PAVEMENT I / SURFACE LEGEND: NEW AC PAVEMENT I:,;': : I NEW PCC PAVEMENT 4' HIGH POST AND ROPE FENCE SITE DRAINAGE: PARKING LOT DRAINAGE IS DIRECTED VIA SHEET FLOW IN THE SOUTHERLY DIRECTION TO BE DETAINED, TREATED, AND RELEASED INTO THE EXISTING STORM DRAIN SYSTEM. LANDSCAPE DRAINAGE WILL BE HANDLED THROUGH A SERIES OF AREA DRAINS AND PIPED UNDERGROUND INTO A MODULAR WETLAND SYSTEM PRIOR TO RELEASE INTO THE EXISTING STORM DRAIN SYSTEM. LIMITS OF GRADING 132.61 T.C. .S. 13248 T.C. (131.98 F.S.) 132.42 T.C 131.92 F.S. . . 132.56 T.C./F.S. . ' ' . \ 4. . •. • . •. CURB RAMP AT SOUTH WEST CORNER SCALE : 1"=10' PROPOSED SIDEWALK 5' PROPOSED CURB AND GUTTER PROPOSED AC PAVEMENT """'"""'=~-/~~"';'/:,/·!7,. c," ·• v~~1g~~g '''"' ~-f[l,t'·"-~-;,,-,,,,. '';'!l(Wf "'· . _:-::. ,_,.-,·~-.-~L.,---;.!. l .,·-·.'. ;, '-···,·1,---~---:-~ ~ • '. ,, •~=-~j;,c','~c(ff~[Jt·,liC:~1 ~t,. 1· -~ PROPOSED 12" PVC SDR-35 STORM DRAIN PIPE DCI enG1nEERS 2600 MICHELSON DRIVE• SUITE 930 IRVINE, CALIFORNIA 92612 PHONE: (949) 892-4950 • FAX: (949) 892-4970 WEBSlTE: www.dci-engineers.com Cl"-/IL / STRUCTURAL ©Copyright 07/2076 [)'Amato Co:wersono inc. All Rigl",ts ~eser1ed 1tl1" docume,,., ar.d the ideas 0nd designs moy not be r,,..,ed, in whol, or ir. ~(Ii\, withoet writte:! permi8Si¢n from o•~mrrto CO!'l'le""'"' Inc. O'Amoto Con=ono Jnc. d;..;..Jm:; ony res.1>11Sibllft)r for 1W 1.1'10Lllho~t,d ~=. SECTION E-E NTS CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG ARCHITECTURF + PI_Ai'Ji\JING + li\J;E.H;OR IJES:GN !...ANDSCAPE DESIG\J 4798 NEV\/ BRO.AD STREET, SUITE 100 ORLANDO, FL32814 407.425.2500 C:VII. & STRUCTLJ";Al_ DC! ENGlNEERS 2600 ~IG:-!ELSOM DRi\/l SUITE 930 'R\'iNE, CA 92612 T: 9,19.892.'i950 EXF' ENGINEERS 2601 WESTHALL LANE MAITLAi'lD, FL 32751 T: 407 .660.0088 'ffiAFFIG CONSUL TANT STC TRAFFIC, INC 2794 LOK[".AVE\IIJE Wl:.BT, SUITc. i02 CARLS!3/\D, Cc\ 92010 T: 760.585,,1494 PLANf\J!~lG COf,JSULTA>..JT HOFMAN PL"\t'.Ji'HNG AND ENGINEERING 3152 LJCNSHEAC AVENUE CARLSBAD, CA 92010 T:760.69?41{)0 0 N (D C\J I ' LD .,- 0 LD ' LD .,- () ::j:j:: ::j:j:: _,I 0... 0... oo _,I (j) u STAMP: PROJECT NUMBER, B0700016-015 ISSUED: NO. DESCRIPTION DATE 1 . SDP/CDP 12/10/15 2. SDP/CDP Resubmtttal 3/31/16 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01/16 PRECISE GRADING QUADRANT3 C-2 .. 3 " D. © N m oJ © c N °' • N (.) 1-1.aJ LI.I ::c (/') l.aJ l.aJ (/') l.aJ z :=i ::c ~ :::::iE ---- C -· - ----I -------L I I I l , ' / 1~~ iti l.C'j l ~1 r I I I --i i t ! ------! -----------f;;::;15 ------------------·---- C ---1-·-- --- EX - -- 41 HIGH AND RO MATCHLINE SEE SHEET C2.2 STIN~-l~-:: :~o~I~D ----------- KING IO BE ! I ' ' -C - I -- POSTV 'E FENbE 138.70 T.C. 138.20 F.S. 138.43 T.C. 137.93 F.S. I ----r-,__-------, -----~ -✓ / ' \ I ' ~I ~I I I ---I i-I --I I I V -1--;!-S,---- ' - - - ii -----------'. ~ ~I ~: ------ ' 11, ,i: I I I ' ' ; -. .. ~ -~ ' I I ' I I I I I ' ' I I ' I ' ' ' ' ' I I I \ \ \ \ \ \ I ' ' ' ' I '' X ) X REFERENCE NOTES: (j) NEW 4• THICK P.C.C SIDEWALK PER SDRSD G-7 \l) NEW 6" CURB AND GUTTER PER SDRSI) G-2 @ NEW 7.5" THICK P.C.C. PAVEMENT PER GEOTECH RECOMMENDATIONS. PAVEMENT SHALL PROVIDE CAPACITY FOR 75,000 POUND LOAD © NEW PEDESTRIAN CURB RAMPS PER SDRSD G-31. @ NEW 4• AC OVER 7• AB PER DETAIL 4/C-6.1 (]) NEW ACCESSIBLE PARKING STALLS. SEE DETAIL 1/C-4.1 @ NEW 6° CURB SDRSD G-1 @ NEW CASE 2 ACCESSIBLE PARKING STALLS. SEE DETAIL 2/C-6.1. SURFACE LEGEND: NEW AC PAVEMENT '--"-:_-~·-·-"I NEW PCC PAVEMENT RETAINING WALL DECORATIVE CONCRETE PAVEMENT 4' HIGH POST AND ROPE FENCE. SITE DRAINAGE: PARKING LOT DRAINAGE IS DIRECTED VIA SHEET FLOW IN THE SOUTHERLY DIRECTION TO BE CAPTURED, TREATED, AND RELEASED INTO THE EXISTING STORM DRAIN SYSTEM. LANDSCAPE DRAINAGE WILL BE HANDLED THROUGH A SERIES OF AREA DRAINS AND PIPED UNDERGROUND INTO A MODULAR WETLAND SYSTEM PRIOR TO RELEASE INTO THE EXISTING STORM DRAIN SYSTEM. I ', / I (±131.18-F.-5.f --------"'=: (±132.00 F.S.) ~>-c:::;-- ' ·, ' 'l,.IM ITS OF (;RADING SD ' ' ' SOP #15-26 CDP #15-50 SOUTH EAST CURB RAMP SCALE : 1"=10' (9 DCI enG1nEEAS FOR PERMIT ! 2600 MICHELSON DRIVE• SUITE 930 These drawings are suffioiently complete for I IRVINE, CALIFORNIA 92612 1111bmillll1011 to the jmi8dictio11 havmg authority for l PHONE: (949) 892-4950 • FAX: (949) 892-4970 permit. The crmtract.or shall not use these ! WEBSITE: www,dci-engineers,com dralliDp for ccmstrucUon until COl1tractor recetves I c,v-,L / STRUCTURAL written appzoval for 11119 jn coDBtruction by the ©copyright 06/2016 D'Amato Conversano Inc. All Rights Reserved £1. £ --..a DCI ............. ~ ihis documorrt, end the idoas God designs mO)I net be ,.us,ci, in wilolo Qr jurisdiction ha'Ving SUW1ori1oy a&&\I ~-U'• in p•r'"~ willlout writte!l permission from D'Amoto Crn,v,:r.;:mo lne. D"Amm<> Co,wergcnc Inc. if<ld<foms any ~r:onsibltly !or ilB unau'.C;:,rued = CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. GRAPHIC SCALE 10 20 l~I (INFEET) 1 inch = 20 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CAU. TWO BUSINESS DAYS BEFORE YDU DIG NL-----------------------------------------------------------------------------------~ '" AllCHITC.-CTURf -PLANNING " .NTEfllOR oES:cr-J U\NDSCAPE '.:JES;GN 4798 NEW BROAD STREET, SUITE 100 ORLANDO, FL 32814 407.425.2500 (JV!_ & STRUCTURAL DC! ENGINEERS 26CO MICHE:._SO:-.J DRIVE SUITE 930 IFN:NE, CA92612 T: 919.892.,;9,J0 MEP EXP ENGINEERS 2601 INEST'7A:...L LANE MAlT~ND, FL 32751 .. : 407 650 r.-068 TRAFFiC CONSLJ'_TANT STC TRAFFIC, INC . 2794 LOK~R AVE\JUEWEST. SJIE 102 CARLSBAD. CA 92010 :: 760.585.4494 PLN\JNING cmiSUL..l/\NT HOFMAN PLANNING AND Et'-lGINEERtNG 31G2 LIONSHEAD AVENUE Ct..RLSBAJ, CA 92010 700.692.-':10{) STAMP: 0 C\J I (_) _J _J CIV\\., Of'c1>-Li PROJECT NUMBER: CD 0 C\] LO ' ' LO LO ~ ~ '#-,% o_ o_ oo U) u 80700016-015 ISSUED: NO, DESCRIPTION DATE 1, SOP/CDP 12/10/15 2, SOP/CDP Resubmittal 3/31/16 3, SOP/CDP Resubmittal 6/02/16 4_ SOP/CDP Resubmittal 7/01/16 PRECISE GRADING OUADRANT4 C-2 .. 4 ~ ~ -~ a; ~ DOMESTIC WATER NOTES (PRIVATE): @ NEW FIRE HYDRANT PER CMWO STD W-12 ® NEW 4" PVC C900 DR14 DOMESTIC WATER LINE l'llTH MANIFOLD @ NEW 8" PVC C900 DR14 FIRE LINE @ NEW 2" REDUCED PRESSURE BACKFLOW ASSEMBLY PER CMWO STD W-20 @ NEW DOUBLE DETECTOR CHECK VALVE PER CMWO STD W-22 W2 NEW 2" REDUCED PRESSURE BACKFLOW ASSEMBLY PER CMWO STD W-20 DOMESTIC WATER NOTES (PUBLIC): @? NEW 2" DOMESTIC WATER METER ASSEMBLY PER CMWO STD W-4 @ NEW 2• IRRIGATION WATER METER ASSEMBLY PER CMWD STD W-4 @ EXISTING FIRE HYDRANT TO REMAIN. @? NEW 6" PVC C900 DR14 DOMESllC WATER LINE WITH MANIFOLD. SEWER NOTES (PRIVATE): \1Q/ NEW 8" PVC SDR-35 SANITARY SEWER LINE @ NEW SANITARY SEWER CLEANOUT PER CITY OF CARLSBAD STD S-6 @ NEW WYE CONNECTION TO EXISTING 8" SEWER PER CITY OF CARLSBAD STD S-7 @) 2000 GALLON GREASE INTERCEPTOR WITH OUTSIDE SAMPLING WELL MODEL TYPE PER PLUMBING PLANS. DRY UTILITIES NOTES (PRIVATE): \ \ \ .. \\ \ \ EXISTING 48' WIDE, ACCESS AND UTILITY EASEMENT PER MAP\ \ NO. 13408 \ \~,' ' \ @J RELOCATE EXISTING ELECTRICAL LINE. REFER TO ELECTRICAL SHEETS FOR DETAILS. @ RELOCATE EXISTING COMMUNICATION LINE. REFER TO ELECTRICAL SHEETS FOR DETAILS. @ NEW GAS METER AND REGULATOR PER PLUMBING PLANS. \ \ \, STORM DRAIN NOTES: @ NEW 12"X12" SQUARE AREA DRAIN l'llTH NOS MODEL NO 1290 COVER OR APPROVED EQUAL (fill NEW STORM DRAIN LINE @ NEW "TYPE A" STORM DRAIN CLEANOUT PER SDRSD D-09 @ NEW "TYPE A• CURB INLET PER SDRSD D-01. LOCAL DEPRESSION PER CITY OF CARLSBAD STD DS-1. ~ NEW MWS 8' X 16' MODULAR WETLANDS SYSTEM PER DETAIL 1/C-6.0 @ NEW 6" l'llDE TRENCH DRAIN l'llTH NDS MODEL DS-231 DURA SLOPE GRATE @ NEW REINFORCED CONCRETE STORM CAPTURE OR EQUIVALENT PER DETAIL 1/C-6.2. W]} NEW 4• ROUND AREA DRAIN WITH NDS MODEL NO. 91 OB OR APPROVED EQUAL I@ NEW 24" FLOW CONTROL STRUCTURE, NYLOPLAST OR APPROVED EQUAL PER DETAIL 2/C-6.2. @ NEW 54" FLOW CONTROL STRUCTURE PER DETAIL 2/C-6.2. @J NEW 48" STORM DRAIN MANHOLE. LEGEND: --W ------PROPOSED DOMESTIC WATER --W -----·· EXISTING DOMESTIC WATER SS ---PROPOSED SANITARY SEWER ---;:,c, ---EXISTING SANITARY SEWER SD---- ---c-- PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED COMMUNICATIONS EXISTING COMMUNICATION --E ---E --PROPOSED ELECTRICAL E --EXISTING ELECTRICAL ,..,,...§CJih'-.i' (_) PROPOSED AND EXISTING AND STORM DRAIN MANHOLE ,,.,..,SSfc;H (~) PROPOSED AND EXISTING SEWER MANHOLE v-,' Ji" PROPOSED AND EXISTING FIRE HYDRANT f:1il PROPOSED AND EXISTING WATER METER PROPOSED CATCH BASIN PROPOSED AREA DRAINS STREET LIGHT VARIES VARIES 5' VARIES 5' re-' LEGOLAND'..cPc.:A::.:R::.:.KJ/'l~l"- SIDEWALK 24' 6" CURB 6" CURB VARIES 6" CURB 5 )f PCC AB 4" AC PVMT /7" AB (MIN.) \ \ \ \ \ \ \ \ 48' GENERAL ACCESS & UTILITY EASEMENT PER MAP NO 13408 <t 78' i 54' I 24' 7' I 0 12"WATER 24' 5' 0 B"WATER TYPICAL SECTION LEGOLAND DRIVE PRIVATE FACING SOUTH SCALE : NTS 7' \ \ \ //. l/ VARIES CURB & GUTTER \ \ \ \ r" WATER DEMAND: AVERAGE DAILY FLOW = 33,023 GPD MAX DAILY DEMAND = 54,488 GPD PEAK HOUR DEMAND = 95,766 GPD SEWER DEMAND: NO. OF EDU = 80 EDU AVERAGE DAILY FLOW= 17,600 GPD PEAK DAILY FLOW = 44,000 GPD -. .. FIRE FLOW INFORMATION: CFC MIN REQUIRED FIRE FLOW = 8,000 GPM @ 20 PSI (APP B OF CFC) ---r---_1 __ ' I ---1------f-· r,.-~ ' • ..• ---; __ 1: i. ti ii r . 11 j I ' Lv I I I I I I I I I I I i I I --~ --I I I I I I i ' I ' ' FOR PERMIT These drawfng11 are IIUfflciently complete for ll11bmial.on to the jurlsdictl.cm. hawi, authority for permit. The contractor llhall not ue these drawfllp for conatructlon until CODtra.ct.or recelves writ.ten approval for 11118 ID CODBtructicm. by the jurilldicticm. ha.wi, authority B.Dd DCI Engineers. I I j I t -~ ' -1-·>-' ' i I I DCI enG1neeAs 2600 MICHELSON DRIVE• SUITE 930 IRVINE, CALIFORNIA 92612 PHONE: {949) 892-4950 • FAX: (949) 892-4970 WEBSITE: www.dci-engineers.com CIVIL/ STR.UCTURA.L © Copyright 07 /2016 D'M1crto Con~ersono !nc. All Rights Resetved Thi, d°""menl end the' idem ~nd d..tgns moy not ho r,,u;ed, in -.,hole or in ~rt. wlthc,.,t wrttten ~efflliSSion rmm D'Anioto Corrvmr.1000 111,;. D'M>Otll C"""•= Inc. <lisc!otms on~ re,po=i,cy for its uoouthorized use. ... L I ""' I ii !i I I I I ! i ~ --,... ! 11 i ! i ,, ' i Ii ' I CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN SOP #15-26 CDP #15-50 GRAPHIC SCALE r "" I "' I ( IN FEET) 1 inch = 40 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG AREAS CRlllCAL TO CONSTRUCTION. c____ ___________________________________________________________ _'."""'""""""""""""""""""""""""""""""""""""""""""J .. -··· ----· --.. ------- 5l ~ a. 0: C u z ARCHITECTURE -t PLANNING --INTER!OR DESlm~ LII.NDSCPPE DF:SIGN 4798 NE\IV BROAD STREET SUITE 100 ORLANDO, FL 32814- 407.425.2500 CIV;_ & STRUC7URAL DC! ENGtNEERS 2600 MICrlELSOi'-1 DRIVE sum: 930 IRl/lN[, CA 92612 r: 948.892.4950 MEP EXP ENGINEERS 2601 Wf:.STHALL LI\N[ 'v!AITLAND, FL 32751 T: .~07 .660_C088 TRAFFIC cm.ISULTANT STC TRAFFIC, !NC. 279~ LOKER AVEr~UE WEST, SUITE 102 C,(l,f~LS3AO, CA 92010 ,-. 760.585.4494 Pl ,",'\INING cmisULTNJT HOFMAN PLANNING ANO ENGINEERING 3152 uor~SCll:;AL) AVPJUE CARLS'5AD, CA 82010 : 760.692.4 !0D 0 C\J (0 (\J I ' LO 0 LO ' LO .,.... .,.... () ::I} ::I} __J 0... 0... oo __J U) CJ STAMP: PROJECT NUMBER: B0700016-015 ISSUED NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31/16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 UTILITY PLAN C-3 .. 0 ---- -·, il'i~t :-, /"''f,. ,1,H PTV .- FDC fl,, " ~ "' ---N m -N "' ~ 0 "' • ~ N ;;, INSIDE lURNING RADIUS OUTSIDE lURNING RADIUS EXISllNG FIRE HYDRANT (PUBLIC) PROPOSED FIRE HYDRANT (PRIVATE) PROPOSED POST INDICATOR VALVE PROPOSED FIRE DEPARTMENT CONNECllON 150' HOSE LENGTH PAINTED RED CURB FIRE LANE ENTRY SIGN rFf--- [ ' 1 t I l l i F'IRE F'LOW INFORMATION CFC MIN, REQUIRED FIRE FLOW = 8,000 GPM @ 20 PSI (APP B OF CFC) ------r-! i j_ ! ~ -----·· --'25 I -----1 I +~ 15--___ , -----1----a ---" ---I ---7 --! ' . I I I ! I ' X ENGINEER'S CERTIFICATION J I /l.,TT ---.:.! ! I ' 6" HEADER CURB 6" HEADER CURB 24' GRAVEL PAVER FIRE LANE NDS GRAVEL PAVERS. SEE DETAIL 4 SHEET C6.0 COMPACTED SOIL GRAVEL BASE--~ SECTION "AA" -"DRY MOAT" FIRE ACCESS SCALE : NTS NQTIQE NO PARKING IN 2 AREAS MARKED AS FIRE LANE 1 VIOLATING VEHICLES WILL BE CllED .. OR TOWl,ll AT 2 OWl'lER'S EXPENSE IJ,YI -CY lll,\IE & PHONE I .. 11l'IIMG Cill'IIIT NN.IE & PHONE # ~ ell: 22500,1 ell: 22658A 3 18" 1 NOJES THIS SIGN SHALL BE POSTED AT ALL FIRE LANE ENTRANCES WITH LANES MARKED BY EITHER RED CURBING OR SIGNS. THE SIGN SHALL BE NO SMALLER THAN EIGHTEEN(18) INCHES WIDE BY THIRTY (30) INCHES HIGH, 1. 2. 3, 4. THE WORDS "FIRE LANE" SHALL BE WHITE REFLECTIVE ON RED BACKGROUND AND NO SMALLER THAN TWO AND THREE-QUARTER (2-3/4) INCHES IN HEIGHT, LETTERING SHALL BE RED ON WHITE REFLECTIVE BACKGROUND, NO SMALLER THAN ONE AND THREE-EIGHTHS (1-3/8) INCHES IN HEIGHT. LETTERING SHALL BE RED ON WHITE REFLECTIVE BACKGROUND, NO SMALLER THAN 1 INCH IN HEIGHT. THE SIGN SHALL BE SECURELY MOUNTED FACING THE DIRECTION OF TRAVEL AND BE CLEARLY VISIBLE TO ONCOMING TRAFFIC ENTERING THE DESIGNATED AREA. SIGNS SHALL BE OF DURABLE MATERIAL AND INSTALLED PER CITY OF CARLSBAD FIRE DEPAR1MENT STANDARDS. FIRE LANE ENTRANCE SIGN SCALE: NTS 0 NOTES 1. FIRE LANE ENTRANCE SIGN(S) SHALL ALSO BE PROVIDED. 2. CURBS SHALL BE PAINTED OSHA SAFETY RED. I hereby certify that the proposed roadway section for the Legoland Hotel has been design~ as an all-weather surface capable of supporting a load of up to 75,000 po~nds per the Section 503.2.3 of the California Fire Code as adopted by the City of Carlsbad Fire Department :-r:--,~ 4 s::i( 3/31/2016 3. "FlRE LANE-NO PARKING" SHALL BE PAINTED ON TOP OF CURB IN 3" WHITE LETTERING AT A SPACING OF 30' ON CENTER OR PORTION THEREOF. RED CURB DETAIL NTS e) Name Date FOR PERMIT These drninp are sufflciently complete for ., submlnlou to the juriadicUon bavlDg authority for , permit. '1'he contractor ahall not 1111e then · clrmriDp for coustructtcm until contractor recetvea , mt.ten approval for 11Se in comrtruction by the J jurisdiction bavlDg authority and DCI Enclnffl'B. 1 GRAPHIC SCALE 0 20 ! I ( IN FEET ) linch=40 ft. .. I SCALE DCI enG1nEERS 2600 MICHELSON DRIVE• SUITE 930 IRVINE, CALIFORNIA 92612 PHONE: (949) 892-4950 • FAX: (949) 8924970 WEBSITE: www.dci-engineera.com CIVIL/ .STRLJCTLJRA.L © Copyright 06/2018 D'Amato Conversano Inc. All Rights Reser.led This doe<ln.:nt, cnO lhc i<leos <10d designs rney nol bo rnused, Ir. whole ll!" ITT por'., without written ;,ermi .. _ion from !)'~mat~ C~no I~ O'Am<rt<> Co""""'°no Inc. dfsclo1mo Cn)' respon:aibility for ,ts uneulhodaed o,o. PROPOSED. HOTEL -----.:,~Oc.o-;_:·:_ EMERGENCY TRUCK ACCESS ROUTE NOTES SOP #15-26 CDP #15-50 , 4 ' ' \ SCALE : 1"=500' - FOR ADDITIONAL INFORMA llON AND DIMENSIONS REFER TO SAN DIEGO REGIONAL STANDARD DRAWlNG G-4/TYPE "A" ROLLED CURB. ROLLED CURB DETAIL TYPE "A" SAN DIEGO REGIONAL STANDARD DRAWING G-4 SCALE : NTS CONTRACTOR NOTE ALL EXISllNG UllLITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERllCALLY PRIOR TO ANY CONSTRUCllON. ALL EXISTING FEA lURES INCLUDING BURIED UllLillES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UllLITY OWNER/AGENCY FOR THE FINAL LOCA llON OF EXISllNG UllUTIES IN AREAS CRITICAL TO CONSTRUCllON. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CALl TWO BUSINESS DAYS BEFORE YOU DIG • - ARCHIECTUHE + FLANNING -;NTERICR D~SGN L.ANOSCAPC: SESIGr~ 4798 NEV\/ BROAD STREET SUITE 100 ORI_ANDO, FL 32814 407.425.2500 C, ,\'IL & STRUC ru.",..",L D Cl ENGINEERS 26 00 l•AICMEU30N DRl'J:' U'E.930 s IR Vi\JE, CA 92612 949 892 4950 T· " I' XP ENGINEERS 601 WESTHAL:.. L.l..NE AlLJV~D. FL 32751 407.660.0088 2 M T T s TC TRAFFIC, INC 2 794 LOKER AVENU':::WES-, SU!TE 102 ARLSBA.D, CA 92010 C T: /G0.5S5.4494 p LANN1NG CONSULTAl·H H OFMAN PL.l\NNING AND ENGINEERlNG 152 LIO!\ISHFAD AVENUE 3 C ARLSBAD, GA 9201 C I 760.692 4100 0 C\.I (0 0 C\J LD I I I LD LD ,-,- 0 "ii:: "ii:: Q_ Q_ _J oo _J (/) 0 STAMP: PROJECT NUMBER: B0700016-015 ISSUED: NO, DESCRIPTION DATE 1, SOP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31/16 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmlttal 7/01/16 FIRE DEPARTMENT TRUCK ACCESS PLAN C-4 .. 0 01; ' ' ! t ~ \'} 1,t. ',Jc\ !CJ' j \ I ! . \ ' \ I ! ! [1 [2 ! ! '. -----+ [F-c ------t---- --! -------!--! I r1 I - I ! I I '=' ~::ii. ----- --/~5 ! j ,_J-I -----I I ~ --. ---+-e --i -· 1c:--------. -- ! l -I l r -I' I I ! I ! I I I ! ! / ) 0 00 0 \ BMPID# BMPTYPE SYMBOL TREATMENT CONTROL © MWSUNIT I I SWQMPNO~----- PARTY RESPONSIBLE FOR MAINTENANCE: NAME MERLIN ENTERTAINMENT GROUP ADDRESS 1 LEGOLAND DRIVE CARLSBAD, CA 92008 PHONE NO. (760) 918-5460 CONTACT CHRIS ROMERO PLAN PREPARED BY: ~ 4 ~ NAME _D_AM_ON_A_._S_M_IT_H~, P_.E_.___ ~-S COMPANY--=Dc::C.:..:IE:::.N:.::G.::.IN:.::E=:ERc.:;S:..._ __ SIGNATURE ADDRESS_2_60_0_M_IC_H_E_L~SO~N~, __ _ SUITE 930 IRVINE, CA 92612 PHONE NO. _.(94'---'--"9)'-'8-"'92:..-4~95.:;.;0:..._ __ _ BMPNOTES: CERTIFICATION _#_C_8_08~9~6 __ 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. BMP TABLE CASQA NO. QUANTITY DRAWING NO. SHEET NO.(S) INSPECTION * FREQUENCY 1 EA. QUARTERLY HYDROMODIFICATION & TREATMENT CONTROL HYDROMODIFICATION © DETENTION VAULT 1 EA. QUARTERLY LOW IMPACT DESIGN (L.1.0.) SOURCE CONTROL ® TRASH ENCLOSURE SD-32 1 EA. (jJ NO DUMPING STENCILS DRAINTO OCEAN SD-13 4EA. SITE INFORMATION SURFACE LEGEND: HYDROLOGIC SOIL GROUP: TYPED GROUNDWATER: [·. ·. ·.·.·. ·.·.·.·.·1 <:::::::::::::::::: L-XX -. . . . . . . . . ..... --.. I I R-XX LANDSCAPING ROOF MAINTENANCE * FREQUENCY ANNUALLY . ANNUALLY SOP #15-26 CDP #15-50 NO GROUNDWATER WAS ENCOUNTERED DURING GEOTECHNICAL INVESTIGATION. GROUNDWATER IS ANTICIPATED TO BE AT A DEPTH OF 75 FEET OR MORE. AC-XX CONVENTIONAL ASPHALT REFERENCE NOTES: EXISTING IMPERVIOUS AREA TABULATION: U) NEW MODULAR WEllAND SYSTEM PER DETAIL 1 /cs.a. UNIT SIZE PER PLAN_ I:· · I CONVENTIONAL CONCRETE N (jJ PROPOSED lRASH ENCLOSURE WITH COVER PER CASQA NO. SD-32. @ CATCH BASIN INLETS TO BE STAMPED/PAINTED WITH "NO DUMPING. DRAINS TO OCEAN" OR EQUIVALENT. SEE CASQA NO. sm-13. © NEW 41,000 CF DETENTION SYSTEM SWQMP PROJECT INFORMATION: TOTAL SWQMP AREA: 6.77 AC (AREA OF DISTURBANCE) TOTAL PERVIOUS AREA= 1.73 AC TOTAL IMPERVIOUS AREA= 5.04 AC AREA (SQUARE FEET) SURF ACE TYPE BASIN 100 BASIN 200 BASIN 300 BASIN 400 TOTAL ROOF -"R" 0 0 0 0 0 CONVENTIONAL ASPHALT-"AC" 81,936 93,305 47,023 57,390 279,654 CONVENTIONAL CONCRETE -•pee· 0 0 0 0 0 TOTAL 81,936 93,305 47,023 57,390 279,654 EXISTING PERVIOUS AREA TABULATION: AREA (SQUARE FEET) SURF ACE TYPE BASIN 100 BASIN 200 BASIN 300 BASIN 400 TOTAL LANDSCAPE -"L" 828 10,368 8,298 10,128 29,622 CRUSHED STONE -·s· 0 0 0 0 0 TOTAL 828 10,368 8,298 10,128 29,622 AREA (SQUARE FEET) SURF ACE TYPE BASIN 100 BASIN 200 BASIN 300 BASIN 400 ROOF 0 0 52,258 0 CONVENTIONAL ASPHALT 44,605 40,596 11,606 22,272 CONVENTIONAL CONCRETE 985 829 29,154 17,420 TOTAL 45,590 41,425 93,018 39,629 PROPOSED PERVIOUS AREA TABULATION: AREA (SQUARE FEET) SURFACE TYPE BASIN 100 BASIN 200 BASIN 300 BASIN 400 LANDSCAPE 4,783 2,421 47,468 18,797 CRUSHED STONE 0 0 0 1,679 TOTAL 4783 2,421 47,468 20,476 TOTAL 52,258 119,079 48,388 219,725 TOTAL 73,469 1,679 75,148 CRITICAL COARSE SEDIMENT YIELD AREAS: THE PROJECT SITE IS NOT LOCATED IN AN AREA MARKED AS A POTENTIAL CRITICAL COARSE SEDIMENT YIELD AREA PER WMAA MAP. DCI CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWIN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSlRUCTION. ALL EXISTING FOR PERMIT e n G I n e e A s FEATURES 1NcwD1NG BURIED uT1uTIEs 2600 MICHELSON DRIVE• SUITE 930 ~~~ss~: sC~~~c:~~Ii:Et~GJRD These dra1liDgs are IIUff.iciently complete for IRVINE, CALIFORNIA 92612 OTHERS. WF. ASSUME NO LIABILITY FOR ll"brniNlnu to the juriadlct.ion havlna authority for PHONE: (949) 892-4950. • FAX: (949) 8924970 THE ACCURACY OF THOSE RECORDS pwmit. The CIOlltz-actor imal1 not. Wle tll.He WEBSrTE: www.dc1-en9meers.com L AND SURVEYS. CONTACT THE UTILITY dr:.~{:: ~~ 1:~ ~ ~,:;:;:,1~2~,~:,~,:;::~1:~m:-::m,, OWNER/AGENCY FOR THE FINAL ;£21 ,._,_.,,_.,_ .__.....,N ................. •-cl DCI Ji!n ..... -. To" '""mom."' th,'"""' Mo• mey-' • """'· '"'°''" LOCATION OF EXISTING UTILITIES IN ~~ Jw.1....-\iw.v&IL ,&&a.,.. .... U._,.__,., aM _...,.._.., Tn p~rt, 1//ltllwt wrll1en pmn;,,,,;on from D'Am<r"' Ccn•Jffl!Cno r,,o. GRAPHIC SCALE Fl r 2ll I .. I ( IN FEET ) 1 inch = 40 It. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG .__ __ -· "-·--·-----M ·---•-___ ,,. "--· ··-· --_,_,_ D'lomalo C,,nve,.,OM lno. oistloim, O")' ""'?O"Sibility for It. unoutt,orirnl ""'• AREAS CRITICAL TQ CONSTRUCTION. %L _________________________________________________________________________________________________________________________________________________________________________________ _ ----------- ARCHIT::CC l"URE -· :=iu'NNING + NTERIU'l clESIG/~ LANDSCAPE DES!GN 4798 NEW BROAD STREET, SUITE 1 OD ORLANDO, FL 32814 407,425.2500 DCI ENGINEERS 2600 MiCHELSrn~ LJRIVE SUITE930 IRV'fJE, CA 92612 T: 9~9.892.-1950 EXP ENGINEERS 2601 WESTHALL Lt,,NE MAIT: ANO, FL 32751 r: 407.660.C088 TRAFFIC CONSU'.J"AN-1 STC TRAFFIC, INC. 2794 LOKER /1\/EN'JEWESL Sc.JITE iC2 CA?LSSAD, CA.92010 T: 760.085.4494 PL . .A.WJ!NG CQtJSLIL":ANi HOFMAN PLANNING AND ENGINEERING 3152 L101,is;,~o AVENUE C,'>.R:..SBAD, CA920"i0 T· ?60.692Ai00 0 N (0 0 N LO I ' ' LO LO ,--,-- (J ** __J o_ o_ oo __J U) u STAMP: PROJECT NUMBER: B0700016-015 ISSUED: NO. DESORIPTlON DATE 1. SOP/CDP 12/10/15 2. SDP/ODP Resubmittal 3/31/16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 SWQMPBMP SITE PLAN C-5.0 ' ' ' ---~ ---\ fr'"::.:-, ! \' -------1---i I --------' ! ----- \ ' \ .I ~ \ n\ -' I \~) \ t ] ' ' ' z I', ' L""' -=r ----- I ' ---1 I j -I ! +2-l-I r---- I ! --frs --1------. ' --\ -----~ ' r l -' l I I I ~ \ 1 ------l r;; ' ' / / / ; I I I ' I I 0 00 0 ' ' ' ' BMP ID# BMPTYPE SYMBOL TREATMENT CONTROL © MWSUNIT I I SWQMPNO~----- PARTY RESPONSIBLE FOR MAINTENANCE: NAME MERLIN ENTERTAINMENT GROUP ADDRESS 1 LEGOLAND DRIVE CARLSBAD, CA 92008 PHONE NO. (760) 918-5460 PLAN PREPARED BY: NAME DAMON A. SMITH, PE COMPANY DCI ENGINEERS ADDRESS 2600 MICHELSON, SUITE 930 IRVINE, CA 92612 PHONE NO. (949) 892-4950 BMPNOTES: CONTACT CHRIS ROMERO SIGNATURE CERTIFICATION # C 80896 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2_ NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3_ NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. BMP TABLE CASQA NO. QUANTITY DRAWING NO. SHEET NO.(S) INSPECTION * FREQUENCY 1 EA. QUARTERLY HYDROMODIFICATION & TREATMENT CONTROL HYDROMODIFICATION © DETENTION VAULT 1 EA. QUARTERLY LOW IMPACT DESIGN (L.1.0.) SOURCE CONTROL ® TRASH ENCLOSURE SD--32 1 EA. ® NO DUMPING STENCILS DRAIN TO OCEAN SD-13 4EA. SITE INFORMATION SURFACE LEGEND: HYDROLOGIC SOIL GROUP: [<<<<I L-XX LANDSCAPING TYPED GROUNDWATER; I I R-XX ROOF MAINTENANCE* FREQUENCY ANNUALLY ANNUALLY SOP #"15-26 CDP #15-50 NO GROUNDWA 1ER WAS ENCOUN1ERED DURING GEOTECHNICAL INVESTIGATION. GROUNDWA1ER IS ANTICIPATED TO BE AT A DEPTH OF 75 FEET OR MORE. CONVENTIONAL ASPHALT REFERENCE NOTES: [ _: PCC-XX CONVENTIONAL CONCRETE UJ NEW MODULAR WElLAND SYSTEM PER DETAIL 1/C6.0. UNIT SIZE PER PLAN. v) PROPOSED TRASH ENCLOSURE WITH COVER PER CASQA NO. SD-32. @ CATCH BASIN INLETS TO BE STAMPED/PAINTED WITH 'NO DUMPING. DRAINS TO OCEAN' OR EQUIVALENT. SEE CASQA CRITICAL COARSE SEDIMENT YIELD AREAS: THE PROJECT SITE IS NOT LOCATED IN AN AREA MARKED AS A POTENTIAL CRITICAL COARSE SEDIMENT YIELD AREA PER WMAA MAP. NO. STD-13. © NEW 41,000 CF DETENTION SYSTEM DC I Swo up PROJECT INFORuATION ALL EXISTING UTILITIES SHOWN ON PLANS ARE m m : TO BE VERIFIED HORIZONTALL y AND VERTICALLY CONTRACTOR NOTE TOTAL swQMP AREA, s.11 Ac (AREA OF msruRBANCEJ FOR PERMIT e n -G-1 n e e A s PRIOR To ANY coNsTRucT10N. ALL EXISTING 2600 MICHELSON DRIVE•SUITE 930 FEATURES INCLUDING BURIED UTILITIES ARE :e TOTAL PERVlOUS AREA= 1.73 AC These drawlnp are B\lfficiently complete for i IRVINE, CALIFORNIA 92612 SHOWN AS INDICATED ON RECORD MAPS AND "-aubmisllioll to the jurisdiction he.'IIDI authority for ' PHONE: (949) 892-4950 • FAX: (949) 892-4970 SURVEYS FURNISHED BY OTHERS. WE ASSUME ~ TOTAL IMPERVIOUS AREA= 5.04 AC permit. The contractor shall not use these I WEBSITE: www.dci-engineers.com NO LJABILJTY FOR THE ACCURACY OF THOSE N drawings for colllll:ruction until contractor reuetve.. CIVIL/ .STRUCTURAL RECORDS AND SURVEYS. CONTACT THE UTILJTY GRAPHIC SCALE ... 0 20 40 ( IN FEET ) 1 inch = 40 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 !£ written approval for use ii:!, ccmstruction by the ©Copyright 06/2016 D'Amoto c,~ru,oo ,,,c,-, Righls ''"""' OWNER/AGENCY FOR THE FINAL LOCATION OF 0 .......... .da-,__.,._a a.d'-.....a,t;., •-.. DCI _..,__ Tho '°'"moo>, 000 mo=• '"' ""''' m,, 001 " '""'• ;, •~•" EXISTING UTILJTIES IN AREAS CRITICAL TO CALL TWO BUSINESS DAYS ~ ,....,.-u.&l.iWU.l.l UCl.'t".a&.15 ... U.lll&U-'-.1. ._, liil&&\,I, ___.......,__ in ~art, ~itho\/1: ,.,-it,,., ~orn,issioo from o·,....,to C<mv<,n,or,o Inc. w ~·Arno.:o Cor..er=o lno, di>ioioim• ony reopon•Ui\y far H, llll01.1hori,ed ,m;. CONSTRUCTION. BEFORE YOU DIG ~'---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------==========-- fl9CHIECTIJRE + PL.ANMING -' 1:rERIOR JES'GN LANDSCAPE DES!GN 479B NEW BROAD STREET, SUITE 1 D'J ORLANDO, FL 32814 407.425.2500 Gi\llL & STRLJCTUPAL DCI ENGINEERS 2600 MlrnELSrn.J DRIVE: SJITE 930 IRVINE. CA92612 T: 9•:9.892.4950 EXP ENGINEERS 2601 \','=STHALL LAi'lE MAIE.AND, FL 32751 T: 407.650.0088 l"~/lfFIC CONSUL TANI STC TRAFFIC, INC. 2794 LOK:C:RAVEN~EWEST. su:TE 102 C.£;.RL_SBAD, CA 92010 T: 7i30.585.4494 p:_1·\NN!NG cor~SUL.TANT HOFMAN PLANNING AND ENGINEERING 3152 LiONSHE.;D AVENUE C.11.RLSB/·.0. CA9~010 l 760.692.4100 STAMP: 0 C\I I () _J _J CIV\'\. OFCAl.f PROJECT NUMBER: <D 0 N lD ' ' lD lD ,-,- * * o_ o_ oo U) u B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SDP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31/16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 HYDRO MODIFICATION EXHIBIT C-5 .. 1 "' ~ ~ 0! Q N ~ 0 SITE SPECIFIC DATA PROJECT NUMBrn 3371 PROJECT NAME LEGOLAND HOTEL /2 PRO.JECT LOCATION G4RLSBAD, CA STRUCTURE ID TREATMENT REQUIRED VOLUME BASED (CF) i FLOW BASED (c,-s} 16.628 TREAT,VENT HGl AVAILABLE (Fl) I ' PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE i OFFUNE PlPE DATA IE MATERIAL DIAMETER JNL£T PIPE I PVC INLil PiPE 2 OUTLET PIPE PVC VERTICAL UNDrnD!IHN MANIFOUJ PATENTED PERIMETER VOID AREA PRITREATMENT BIORL TRAT10N RIM ELEVATION DlSCHARGE INLET PIPE-~.--F" SEE NOTES SURFACE LOAD i PARKWAY OPEN PLANTER PARKWAY FR/>ME & COVER I (2) 30• N/A 24• WETI..ANDMED!A VOLUME (CY} 1758 WEI/...ANDMEDIA OW./ERY METHOD TBD OR/RC£ SIZE (DIA. INCHES) MAXIMUM PICK WEIGHT (LBS) 1130 NOTES: INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE All l.ABOR, EQUIPMENT, MATERIALS AND /NC/DENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITII rrilS DRAWING AND nl[ MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED lN MANUFACTURERS CONTRACT 2. UNIT MUST BE 11/S!AU_ED ON LEVEl BAS£ MA~UFACTURER RECOM,J.,f£NDS A Mflv1MUM 6" LEVEL ROCK BAS£ UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTP.ACTOR IS RESPONS!Bl..£ TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIACAnONS. 3. ALL prp[S MUST B[ Fi..USH WfTH INSIDE SUF!FACE OF CONCRETE (PIPES CANNOT !NTRVD[ BEYO!vV FLUSH). !WERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS i IN C/4 WETIANDMEDIA BED --------------· ;~~:t;~z-~<; :~._:;,;/t-:F:-, Pf?E-FlLTER CARTRIDGE Pl.AN VIEW C/4 DRAIN DOWN FILTER DRAIN DOWN UNE OUTLET PIPE SEE NOTES AROUND PIPES SHALL BE SEALED WATrn TIGHT WITH A NON-SHRINK GROUT PER MAIIUFACW.~ERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECllON STANDARDS. 1·~ 16·-o·----------1 ~1i" 1----------17'-4·---------~I >. CONTRACTOR TO SUPPLY AND !lvSTALL ALL EXTERNlL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALJ.AT!ON OF ALL RfSERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPEC/Fl[D OTHERWISE. 6. DR~P OR SPRAY IRRIGATION REQUIRED ON AU UNITS WITH VEGETATION. GENERAL NOTES i. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWi5£ NOTED. 2. ALL DIMENSIONS, E'cEVAT/ONS, SPECIRCAnDNS AND CAPACITIES ARE SUBJECT TO CHANG£ FOR PR(AiECT SPEC!FJC DRAWINGS DETAIUNG EXACT DIMENSlONS, WDGHTS AND ACCESSORJES PLEASE CONTACT MANUFACTURER. 7r'£ Pi/O!X!CT !lfSWSfD .w.i' Bf ffllJ!ECTEi) fJ'f ON£ OJ? MORE OF 1rlf fOSJ.[M!t,'IJ US PA"f£/,1S; 7,425,262: i,4.7ll;Jii2· 7,.~4,37B,· B,:!IJJ,81{;; HWIW FOREiGtf f'A"!ElffS OR orrif.R PAifNfS P£!/OIN(; ELEVATION VIEW P/?OPRIETARY AND CONflDENTI.AL...· m£ /MfORJMT/Olf CQf-lTAJNW If/ THIS JJMll'MG IS IH£. SOl.£ Pf/Ol'Eflr IJF MQD/llA!? wm,t,f/!JS SYSWIS. ANY RE!'RO/JUCTTON IN PA!U' 0:1 AS A WHO'.£ WllHOJJT 7/-1£ WP.mm FERMfSS(()N Of MOD/Ji.AR llfllN/1lS SrslEJIS /$ FROH/EllE!). MODULAR WETLAND SYSTEM DETAIL NOTE: SCALE THE MODULAR WElLAND SYSTEM (MWS) DETAILS AND SIZING REQUIREMENTS SHOWN HERE ARE PRELIMINARY AND MAY CHANGE BASED ON THE FINAL SWQMP AND HYDROLOGY REPORTS. THESE REPORTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE CITY DURING REVIEW OF THE CONSTRUCTION DRAWINGS {GRADING PLANS) AND PRIOR TO APPROVAL OF THE GRADING PERMIT. TABLE C"105.1 ---. ---NUMBER A:NO :O'll!$TI'!l5UTION Of' !'!IRE H¥DRANTs l'IR:E-J'LO'l!I FIEQUIR,EMEN,1i MIINll!IUM t-11.llt.llll:ER AVEMGE SPACING M:AXlM\JM DISTANCE l'.ROll! ANY (g;,ml O!f HYDl'lANlifS 1,7 50 ork .. ss l 2,000-2.250 ,, _,:;. 2,5Il0 3 3,0()() n ~ 3 ,500,4,()00 4 4500-5 .()(}0 5 55GO 6 6,000 6 6500-7 ,OOCI ry ,, 7,500 ar an.or,:, 8 OJ; IUijJf:e? For SI:-J: fo,c:rr, = 3(hl-.S :t'lf:Oll;~ l gafifo:n -per JJJ.fr~~'LU[~ = ?, .. 785 },.lm. ~-' RedliJce by·-~(~) Jri:e:t for dtrJ.Fd:"",e~Jd str,set;;;: or I0\ctd8. BETWEEN WYDRA!i'ITS'-",' POI!'« ON STREET OR ROAD (wetJ Fl'IOOTAGE ,,o A HYDRANT' 5()0 250 450 ·"l<•'"'j;""' .,;;,i;,;:_t 450 225 400 225 350 2] (J JOO 180 300 180 250 150 250 150 200 120 b. \Vfiei:e itire<:l;s ;1-re _p::'(J'Vided witEl r.rtetb;J:n djv!der~; 'i,1,.rlt~ch Cit.i'.lhUtt be: ctrJiis:¢4 by ftte ftgh~rn _pullh1g h;:-1e Hne?J~ or \.:i..'be,re aJ:1:er.ial iar,e~L"; are pto\~l{!ed i,1i•Jth fcn1r or m.ore, tt.af:fic :i..riJTI1e$ :liJ~d h.IDve. :ru tra'.ffUc crn:rnt of morn tban 30.000 11eh~des. per day1 h)'drant spar.Jng shall avernge. 500 iee.t on eaclli ~id.e of the str,eet and be aJ.TiUlf~d on. an il.ter~aUng basis up to a fJ!I~.,,-~Jow rn·gt1ir~m,e:[!{ ,c.f 7JJ(lt1 gallon~ pe:r 1Ylli1utr: aud 400 fa~t L~r higher f:ire,.,fiow r-eqiriremenls. -t. Wbe.r~ :rii';'i.\' ~.~,;-at-ea: ur:iaias Jil'e ex~emidOO alm:i:g. streets \.'i.'here. hydrants 3!1'-e OO!l. .net."lde.d .for p:rotoctirn1 of ~t.memres or .sirn:i.hr fire pmN0..tm. fi.;i'e .hyd1.inu. .s:haH be provM\1/J at .sJY:1cing not to, ex.cee.d LlJOO-foet to p-roride for tt.tiilf1sp{N1atlon hiliz;ards. 4, Reduce by 50 f~~,t fatr de~c..end ~i:;~:reeL.il or !'(E'l~~. ~-Or:ic b·vdiro.nt for 1,;a~b 1,()Ji).') _gwtUons per rnifltijti;;=. or frac,tkn1 l.hcrc(Jf. CALIFORNIA FIRE CODE APPENDIX C I 3' SCALE 1"=10' 1,. ~ T~ l!l1G!li;1i M!IN!M!il!!l !!'tc!Q/lll!RED l'IFIE,,f'LOW AND FL0\'1 DUBA l:\ON !'OR IB'l.il!.[l<li~G,\'l, SOP #15-26 CDP #15-50 V£GETAllON"" .,.; PLANT £STA81.ISHMENT MANHOLE 0-22,70() 0-12:"l'OO OcK:IDG: l'l-5,900. ll-'.L60(J. 1500 MEDIA . 13:S'il J LEFT END VIEW BIOFJLTRA TTON/PflETREA TMENT :i;OOQ . 1JXJ!] RIGHT END VIEW DISCHARGEjBJOFfl TRATION TREATMEIIT FLOW (CFS) 0.408 OPERAllNG HEJJJ (FT) 3.0 . f1il' ·0r, Pa:;~i:~~-fi,• __ foU( :i' (ic_~1(l'l)i n.1\' -_f. ~1lll:r1'_"1 ··,j;~r._.~,1lit1tii~_;_:=--,:(j·~5 ]Jj~t:, J ::1J:C~u1_{[,'~1r··o/~~rfi'i! trn~;-h_ =•ifi:;.R95-tf?JJ_ ", __ :!J')1~~~-;;if Q\1:Uot1i[;J1Ml0r1_ -iLT~-' '.hJ:.s•t.d ~ 0: ttle 1,f}A iJfn:i!Uti:. lJr,ri.t'iffrng-_i;;difr{ -· PffTREATMfNT LOADING RATE (GPM/SF} WETiAND MfDIA LOADING It.AT[ (GPM/SF) 1.19 ro -b;:.::~1~~~~-'Jij;,~G,J!~i r~,~~tiiri4 prc_~,tilt. MWS-L-8-16-V(PREIJMINARY) STORMWATER 8/0FILTRATION SYSTEM STANDARD DETAIL CALIFORNIA FIRE CODE -APPENDIX B ,. 2 ' 4 I EZ ROL[M GRAVEL PAVER PRODUCT DESCRJPTION PANEL SIZE-24" x 24" x 1" CELLS PER PANEL-(72] -2-1/4" HEXAGONAL CELLS 1so· ~ 3"r ROLL SIZE-4' x 150' (600 sq. ft) . ·, /' CUSTOM SIZES AVAILABLE UPON REQUEST NESTED HONEYCOMB CELL UWOUT COMPRESSIVE STRENGTH (OPEN CELL NO FILL) 4' 63,936 PSF 444 PSI EXCEEDS H20 LOADING EZ ROLL GRAVEL PAVER .hJ:JiJ:1-,7:;lU . ' . I I , 3" FABRIC OVERLAP J LATERAL SNAP LOCKS GRAVEL IN FILL LEVEL r ADJOINING FINISH GRADE ---I PAVER GRIDWORK FINISH GRADE --, 1/4" to 1/2" / GR.!\.VEL INFILL RECOMMEKDATlON : CLEAN, WASHED!" MINUS STONE 0 PEA GRAVEL INFILL. ----1-l----l--l--_,_ NOTE: EXISTING SOILS SHOULD BE EVALUATED TO ENSURE PROPER STRUCTURAL AND PERMEABILITY PROPERTIES. TSrnNICAl SEil.ViCES 1-3Bl3-BZ5•4;16 techsor,:ice@~d.sp:-o.::on: TYPICAL EZ·ROLLM GRAVEL PAVER FIRELANE DETAIL trEA\o"'I VEHICLE OR F'!RE ACCESS ROAD EZ-ROll GRAVEL PAVER FIRELANE DETAIL N.T.S. ✓~~ r ·A_) I ~ - HEAVY VEHICLE OR FIRE ACCESS ROAD SCALE : NTS ,.._ .,,, SCALE NTS ' I. EZ ROLL GRASS PAVER PRODUCT DESCRIPTION STOCK ROLL SIZE'S 3.96'W X 152'L[601.6 SQ. FT.) 3.96'W X 24'L (95.1 SF) --------152' --~~--_, CUSTOM SIZES AVAILABLE UPOM REQUEST: 1'-6" X 152' (228 SQ FT.) 2' X 152' (304 SQ. FT..) NESTED HONEYCOMB CELL: 57, 888 PSF LAYOUT COMPRESSIVE 402PSI STRENGTH (OPEN CELL NO FILLj EXCEEDS H20 LOADING GRASS SEED OR SOD: TYPE TO BE AS SPECIFIED IN THE CONTRACT DOCUMENTS OR BY DESIGN LANDSCAPE ARCHITECT 3.96' SOIL INFILL: THE COMPOSITION OF THE MATERIAL WILL BE BASED ON LOCAL CONDITIONS AND DETERMINED BY THE LANDSCfa.PE ARCHITECT ORAS SPECIFIED IN THE CONTRACT DOCUMENTS EZ ROLL GRASS _,/ . . LATERAL SNAP LOCKS PLAN VIEW ROAD PAVER "SOD" PLANTING LEVELS "SEED" PLANTING LEVELS EZ ROLL GRASS ADJOINING FINISH GRADE ROAD PAVER ')I I. t '' V~~ ACTUAL FINISH GRADE SOIL FILL LEVELS INSIDE _ __, PAVER GRIDWORK AFTER HEAVY WATER DOWN. THIS IS THE ACTUAL SOD PLANTING LEVEL NOTES: I I SECTION SOI~.· INFILL 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. 00 NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS. ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY KEY COMPONENT 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED www.ndspro.cords5 BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. EZ-ROLL GRASS PAVER FIRELANE DETAIL HEAVY VEHICLE OR FIRE ACCESS ROAD DCI enGlnEERS 2600 MICHELSON DRIVE• SUITE 930 IRVINE, CALIFORNIA 92612 PHONE: (949) 892-4950 • FAX: (949) 892-4970 WEBSITE: www.dci-engineers.com CIVIL/ STRUCTURAL ©copyright 07/2016 D'Amato Conversuno Inc. All Rights Reserved Thi• documerrl. and the idi!os ond do,ign, ma/ r.at be re=d, in who/! or in port, wlthout ~rr.;t<,n permissicll bnm D'Amclo CO!lV<rwno Eno. D"Amcf"' Co"""°"" lrte. disctel= any reoportSl'biu\)' fur rt-s uncLll:hon'Zed "'""· SCALE NTS FOR PERMIT CONTRACTOR NOTE 'fbMe dra1liDp are PllfflclentJ¥ complete for F"hm1•1don +.o th■ jarllldictioD. haWlf: autJaorlt.y for peamtt. 1'b. cwtuwtm ahal.1 not ue ~ dxawhtp tor constru.cUon IIDUl contractor re .. acel ... ....,, ..... 1 mt.ten approval. tor me m coutnwt1c.u by the juriadlct.lon haWljl authority and DCI ~ ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSlRUCTION. All EXISTING FEA1URES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICA1ED ON RECORD MAPS AND SURVEYS FURNISHED BY OlHERS. WE ASSUME NO LIABILilY FOR lHE ACCURACY OF lHOSE RECORDS AND SURVEYS. CONTACT lHE UTIUlY OWNER/AGENCY FOR lHE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSlRUCTION. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CALL 1WO BUSINESS DAYS BEFORE YOU DIG ~ °''--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------" AFlCHITECTU;c;E -t Pl.Al'J;~!NG + l~JTE::J:108 CESIG"•~ L1¾~J~,SCAPE. JESIGN 4798 NEW BROAD STREET. SUITE 100 ORL<l..NDO, FL 32814 407.425.2500 CIVIL & STRUCTURAL DCI ENGINEERS 2600 MICHELSON JRI~ SU,"I 1.: 930 IRV!NE,C/\92612 T: 949.892.4950 MEP EXP ENGINEERS 2601 WESTHALL LANE I~1AITLAND, :=L 32751 T· 407.660.0085 -:-RAF::-IC COt~SUL TANT STC TRAFFIC, INC 2794 LOK.ER AVENUE VVC:S7. SU!TE 102 CARLSBAD. CA 92010 f: 760.585-4494 f-'1/lN'~iNG COI\JSU:..TANT LANDSCAPING HOFMAN PLANNING AND ENGINEERING 31!:-2 UONS,-J~ AV~NUE CA9LSBAD. CA92D10 T: 760.692.4100 STAMP: 0 C\.I I u _J _J orEss~ ol-1 A. S 03/31 / C/V\\. DFCAl..'fi PROJECT NUMBER: CD 0 C\J LO ' ' LO LO ~ ~ ~~ Q_ Q_ oo Cf) u B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31/16 3. SOP/CDP Resubmiltal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 DETAILS N ro ~ s ~ ::::; ;.... "' :z ::::; U'J 12" 1" LETTERS W/ STD. WORDING PER HANDICAP CODE REQUIREMENS ~ "VAN ACCESSIBLE MINIMUM FINE $250" SIGN BELOW INTERNATIONAL SYMBOL WHEN REQUIRED ---2" fl ALUM. POST SIDEWALK 6" STANDING CURB ADA PARKING ACCESSIBLE STALL DETAIL -CASE 1 I . 9' MIN. . I . 6" STANDING CURB IN FRONT OF ADA PARKING PER CARLSBAD STANDARDS. I BLUE PAINT SlRIPE (T'l'P) • I C 8' 'MIN (VAN ACCESSIBLE) WHEEL STOP / ACCESSIBLE PARKING -'-SIGNAGE . 1 • LETTERS W / STD WOR DING PER HANDIC AP CODE REQ UIREMENS ~ " 12 i 1,o - CESSIBLE ~ "VAN AC MINIMUM FIN SIG INTERNATIONAL WHEN R E $250" N BELOW SYMBOL EQIJIRED ,.,,~ •.. , ' "'~•."-""'""~ :a::t11 J:;(p Ff x < ::::; ;.... :z ::::; U'J ~ . .,,,. ,,_ ~~-- ~ ·c "' -- - .. . .. , . .. ~2-fl ALUM. POST f7 ADA PARKING = . --~ ,, ,. "'"•"' '""""'" ,,,-,~-·. ,;._ . :,, ~ ~ .• . T -... lWHEEL STOP .. . .. -. · .. I. :z ::::; "' 9' MIN. ACCESSIBLE STALL DETAIL -CASE 2 FINISH SURFACE ; .. "=lr--1'=' CONCRETE------'1 •. : . ,· 'b I PAD WATERTIGHT-----' CAP FIBER JOINT---- PACKING SEWER PIPE WYE r _____ _..., / / / / PRECAST BOX, FRAME AND COVER-EISEL ENTERPRISES lfN1 OVB OR EQUIV. COVER TO HAVE FOUR ¾" ~ HOLES ...---8" SEWER PIPE LENGTH TO FIT . I . BLUE PAINT SlRIPE (T'l'P) .1 C 8' 1 MIN (VAN ACCESSIBLE) GRID LINES 4" O.C. EACH WAY (GRID FOR LAYOUT ONLY, NOT TO BE PAINTED) 4" WIDE WHITE PAINTED STRIPE 2 COATS ~4---+--l-1-----:i-....___ BLUE PAINTED SOLID 4' @ HANDICAP STALL BACKGROUND -2 COATS SCALE : NTS l GRID LINES 4" O.C. EACH WAY (GRID FOR LAYOUT ONLY, NOT TO BE PAINTED) 4" WIDE WHITE PAINTED SlRIPE 2 COATS ~l---i----+--l-1--'f....___ BLUE PAINTED SOLID BACKGROUND -2 COATS 4' @ HANDICAP ST ALL l SCALE : NTS e) j 4" ASPHALT PAVEMENT ---+ 7" AGGREGATE BASE t SUBGRADE NOTE: SEE GEOTECH REPORT FOR MORE INFORAMA TION TYPICAL SEWER CLEANOUT SCALE : NTS e) ASPHALT PAVEMENT SECTION SCALE : NTS (9 148.83 F.S. 148.92 F.S. 148.92 F.S. .. 0 -. . . . I . ,,. <1 . " ~ .. ! . • ______ J: ··_,,._-... - 149 : <i,., .,.,J .I < . SOP #15-26 CDP #15-50 L.,..J__ '~:::,,,=====,---7! -:-""-'ti I • . 148. lo T..C. . • . "s:-~-'-t-'c-'·.c..· --,-~t-'-• =--'-c+~-".,-:,;-C.Bt,.1'''-· 4±==:':::'.c_L-"-.,,'·_:•_,4!J!·· . . 4 ---- ,,,_~~~_c__·~· c.,;-+-·-· --~~--'-.-·-'-.. ,"'~-+-· s-~·-~_"-'-::-1-r _____ !~~~-~s~-------------------------- .. ·4. .. __ . ., 148.84 F.S. 148.92 F.S. 148.79 T.G. 148.92 F.S. 149.08 FS --- ; 148.98 "f. . ·• 4 ·.,. .... POOL DECK WAIFR SURFACE= 148.42 COPING = 148.92 ...... ""; -•-• -•-tif.9:1tGcF. V • 149.25 F.S. .,, .. .. ·--.,. -.... < .4 • ..,,_ .... . ., ,, / I ---1 ,--,·------ < ---------~-------.;;------v'-"--~-------i -.,~--·------:::~"1- POOL DECK AREA FOR PERMIT These dre.11in&:s are 1111fficl.ently complete for submisskm to the jurisdiction hav.!Dg authority for permit. The contractor shell not un these , drawinp for constructlon until contractor receives ' written app. oval for UBe ih cOllSb:ucthm. by the jurf8cl1attOD hav.!Dg authority lllld DCI ~-i --••-~•••'--·'"~'~""•••••-ff• •~~•••~~•-~-•• -,--,.~••-•·•ca,-, .. ~-= _,a __ , --'"'"'"!J DCI EnGlnEERS 2600 MICHELSON DRIVE •SUITE 930 IRVINE, CALIFORNIA 92612 PHONE: (949) 892-4950 • FAX: (949) 8924970 WEBSITE: www.dci~engineers.com CIVIL/ STR.UC-TURA.L © Ctipyright 06/2016 [!'Amclo Corwersono lr.c. All Rights Reserved Toi, d0c"meet. end the iOeas ~ o,s;gn, mey not be me,cd, ;" wt,olo qr in port. w\\licut \llfl1t•n permission frcm G'..,,,ota Conve,,,ono Inc. ~'Amtf.o Coover.;eoc Inc. discloim,; o:,y responsi>i~• foe its u:iouth-orl:,cd """· . . SCALE : 1"=10' 8 CONTRACTOR NOTE: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSlRUCTION. GRAPHIC SCALE 10 20 I______.I ( D! FEET ) 1 inch = 20 ft. UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG L_------------------------~--------------------------------------------------------------------------------------------------------------1 0 w i D ~ C D u z ARCHITECTURE+ ;coL_A,\INING + !!\J7::CRIC-R DES!GN LAi'lDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE 100 ORLANDO, FL32814 407.425.2500 CIVIL & STRUCURAL DCI ENGINEERS 2600 l~tCHE!..SCN DRIVi: SUiTE 930 IRVINE, CA 9261? T· 948J392.4950 EXP ENG;NEERS 2601 WESTi IALL LA!'l[ \11.11.lr_;\f\JD, l"L 32751 ~: 407.660.0088 TRAFFIC CONSULTAAiT STC TRAFFIC. INC 2794 _QKES AVEl~UE Wt:ST, SU!TE 102 CA9LS8AD. CA92010 T· 760.585 4494 PLA\J~IING CO:>JSULTi-NT HOFMAN PLANNlNG AND ENGINEERING 3152 -.JONS!-IEAD AVEJ~,.IE CA9LSlYD, CA92010 T: 760.692.4100 STAMP: 0 C\I I 0 _J _J PROJECT NUMBER: (D 0 C'\J LO ' l LO LO ~ ~ "ii:, "ii:, 0... 0... oo CJ) 0 B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SDP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31/16 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01/16 DETAILS C-6 .. 1 \ \ \ \ \ --... _ \ ------~.-------- \ "' "TYPE A" STORM DRAIN MANHOLE IE (N)=122.36 IE (NE)=121.73 • I • ' ' z ~ ·"'· . . . . ' STORMCAPTURE MODULES BY OLDCASTLE PRECAST INC. INSIDE DIMENSIONS: 7'W X 15'L X 4'H BOTTOM INV.= 125.30 OUTSIDE TOP= 129.88 -----M1N1MUM--RIM=--------l~?:QO MODULAR WETLAND SYSTEM \ OUTLET IE=121.78 24"11 NYLOPLAST DRAIN WlTH DUCTILE IRON LID 12"¢ PVC SDR-35 .. . <1 ., • • • . :d .. •...... so . • .. • ;# .;. -. 'V I ..• ·• V ~ • . SB' .-.... .· . . .. NOTE: THE DETAILS SHOWN ON THIS SHEET (FOR STORM CAPTURE VAULT AND FLOW CONTROL STRUCTURES) ARE PRalMINARY AND ARE SUBJECT TO CHANGE BASED ON THE FINAL SWQMP REPORT. THE FINAL SWQMP SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL DURING FINAL ENGINEERING AND PRIOR TO APPROVAL OF THE GRADING PERMIT. 132.16 RIM INLET I.E.= 128.02 0.5' SOP #i5-26 CDP #15-50 '--:: i--- -----:,~ -it:--. INLET I.E.= 128.02 • " i----------88'----------t CROSS SECTION A-A STORM CAPTURE VAULT SCALE : 1• = 10' (9 FLOW CONTROL STRUCTURE #1 NOTES: 1. 2. 3. THE PIPE SUPPORTS AND THE FLDW RESTRICTOR SHALL BE CONSTRUCTED OF THE SAME MATERIAL AND BE ANCHORED AT A MAXIMUM SPACING OF 36". ATTACH THE PIPE SUPPORTS TO THE MANHOLE WITH 5/8" STAINLESS STEEL EXPANSION BOLTS OR EMBED THE SUPPORTS INTO THE MANHOLE WALL 2•. THE VERTICAL RISER STEM OF THE FLOW RESTRICTOR SHALL BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE WITH A MINIMUM DIAMETER OF 8". THE FLOW RESTRICTOR SHALL BE FABRICATED FROM ONE OF THE FOLLOWING MATERIALS: 0.060" CORRUGATED ALUMINUM ALLOY DRAIN PIPE 0.064" CORRUGATED GALVANIZED STEEL DRAIN PIPE WITH TREATMENT 1 0.064" CORRUGATED ALU MINI ZED STEa DRAIN PIPE 0.060" ALUMINUM ALLOY FLAT SHEET, IN ACCORDANCE WITH ASTM B 209, 5052 H32 OR EPS HIGH DENSITY POLYETHYLENE STORM SEWER PIPE 4. THE FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT: THE SHEAR GA TE IS VISIBLE FROM THE TOP; THE CLIMB-DOWN SPACE IS CLEAR OF THE RISER AND GATE; THE FRAME IS CLEAR OF THE CURB. 5. THE MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN, OR ALL PLACED ON ONE SIDE OF THE RISER TO ASSURE LADDER CLEARANCE. THE SIZE OF THE ELBOWS AND THEIR PLACEMENT SHALL BE SPECIFIED IN THE CONTRACT. 6. RESTRICTOR PLATE WlTH ORIFICE AS SPECIFIED IN THE CONTRACT. THE OPENING IS TO BE CUT ROUND AND SMOOTH. 7. THE SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26 AND ASTM B 275,DESIGNATION ZG32A; OR CAST IRON IN ACCORDANCE WlTH ASTM A 48, CLASS 30B . 8 . THE LIFT HANDLE SHALL BE MADE OF A SIMILAR METAL TO THE GATE (TO PREVENT GALVANIC CORROSION), IT MAY BE OF SOLID ROD OR HOLLOW TUBING, WlTH ADJUSTABLE HOOK AS REQUIRED. A NEOPRENE RUBBER GASKET IS REQUIRED BETWEEN THE RISER MOUNTING FLANGE AND THE GATE FLANGE. INSTALL THE GATE SO THAT THE LEVEL-LINE MARK IS LEVEL WHEN THE GATE IS CLOSED. THE MATING SURFACES OF THE LID AND 1HE BODY SHALL BE MACHINED FOR PROPER FIT. ALL SHEAR GATE BOLTS SHALL BE STAINLESS STEEL. THE SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, A STOP TAB, OR SOME OTHER DEVICE. 9. ALTERNATIVE SHEAR GATE DESIGNS ARE ACCEPTABLE IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. _j ~-MANHOLE RING AND REMOVABLE r WATERTIGHT / COUPLING PLATE WITH ORIFICE ADJUSTABLE LOCK HOOK :J WITH LOCK SCREW 1" DIAM. ROD OR TUBING LIFT HANDLE \ t~11~i~==~x;J,:r,~~r;=i::~::;::=========;:? te,-,,...,-~-,,'----,-.,· 4" MIN. 16" MAX. 6" MIN. 12" RISER OVERFLOW ELEV=129.28 COVER WlTH LOCKING BOLTS, MARKED "DRAIN" ATTACHMENT FLOW OUT~-l'-- TO SD ,, A,, 12"¢ 4"1!1 PVC SDR-35 FLOW OUT TO M.W.S. FLOW IN FROM DETENTION "A" 24"¢ NYLOPLAST FLOW CONTROL STRUCTURE #2 (PLAN NTS) FLOW CONTROL STRUCTURE FLOW OUT TO SD 2 DETAIL 12"¢ 24"¢ NYLOPLAST DRAIN WlTH DUCTILE IRON LID 125.26 I.E. 125. 26 I.E. ;.. 4"¢ PVC SDR-35-+---~' \ I \ / 125.18 I.E. SECTION "A-A": NTS 2 SCALE: NTS FLOW IN FROM DETENTION ORIFICE #3, IE=128.28 0, DIA = 0.7 IN PIPE SUPPORT N 3• x 0.075" ALUMINUM --1-2.-+'Ft===_=i OR 3• x 0.079" STEEL I (SEE NOTE 1) MIN. ORIFICE #2, IE=127.28 DIA = 1.0 IN 12" PVC SDR-35 OUTLET IE=125.28 MORTAR (TYP.) tt=~:1------HANDHOLD = = = INLE = = STEPS OR LADDER LIFT HANDLE SHEAR GATE 8" MIN. DIAM. 12" PVC SDR-35 INLET IE=125.28 0 MAXIMUM OPENING 1 /2" HOLES ON 10 3 /8" BOLT CIRCLE FLOW RESTRICTOR RESTRICTOR PLATE WlTH ORIFICE (SEE NOTE 6) LEVEL LINE ~ 54" DIAM. MIN. 1-----=- (SEE NOTE 7) CLOSED DCI enG1nEERS 2600 MICHELSON DRIVE •SUITE 930 ORIFICE #1, IE=125.28 DIA=1.1 IN SECTION "B-8" FLOW CONTROL STRUCTURE 111 DETAIL FOR PERMIT 1 CONTRACTOR NOTE IRVINE, CALIFORNIA 92612 These drawings are nffloienily complete for , AU. EXISTING UTILITIES SHOl'<N ON PLANS ARE TO BE VERIFIED PHONE: (949)892-4950 • FAX (949)892-4970 submiSBlon to the jurisdiction hrriDg authority for; HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL WEBSITE: www.dci-engineers.com permit. The contractor llha11 not. use these 1 EXISllNG FEA nJRES INCLUDING BURIED UTILITIES ARE SHOl'<N AS SCALE : NTS (9 UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 CIVIL/ STRUGTURA.L dre.11iDgs for oouat:ruct.ion until contract.or receives: INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OlHERS. WE N ©copyright 07/20\6 □'Amato Coa.,~oo Ice. Ml agho Resmed writ.ten approm for 11111!'1 in ccmstructioD. by the ·. ASSUME NO LIABILITY FOR lHE ACCURACY OF lHOSE RECORDS AND "' Tho a,.m,~ "0 •• ; .. , ,.a ,~, •• mo ~ Oe """" ' •• ,. • thori DCI ~... SURVEYS. CONTACT lHE UTILllY OWNER/AGENCY FOR lHE FINAL CAU. TWO BUSINESS DAYS BEFORE YOU DIG 5 in port, ~i!hout ~rltton permiosioo !rem C'Amoti, Con"""""° Inc:. juriadictiOD hrriDg au :ty'" an.d 1511.,neers. · N o·,..a, °"'""'" ..• a;,e,o;m, '0 =00•""• foe~ ,.,.,,., "'· . . ··-• ·--...• ·-_ _ -·-· •• •• _ _ ·--·· --· --··~········ LOCATION OF EXISllNG UTILITIES IN AREAS CRlllCAL TO CONSTRUCTION. ~L--------------------------------------------------------------------------------------------------------------------------------------------~ ------------ ARCHITECTURE ·c ?LA,JNING + INTERIOR :JESiGrsi I A>JDSCAP,C CES GN 4798 NE\IV BROAD STREET, SUITE 100 ORLAt..JDO, Fl_ 3.?814 407.425.2500 CIVIL & STRJC"TURAL DCI ENGINEERS ?.600 MICHELSON )RIVE S'. .. WE930 IRVINE. CA 926~2 T: 949.892.495{) EXP ENGINEERS 2601 'NESTI IALL l.Jl,\lf::. MA:TlJ>,ND, FL 32751 T: 407.660.0088 TRAFFIC CONSULT ANT STC TRAFFIC, INC. 2l91 LOKERAV!:NUE V;'EST, SJIT!'; -102 CARLSBAD, GI~ 92010 T: 760.585.4494 ?:_Ar-.l~JING CONSUi.TANT HOFMAN PLANNING AND ENGINEERING 3152 UONSH:cAD A\if:.NUl CARLSBAD, CA 920-iD -: 760,692.4:GO STAMP: 0 C\I I u __J __J PROJECT NUMBER: B0700016-015 ISSUED: (D 0 C\I LO I \ LO LO -r---r-- '1:1:: '1:1:: 0.... 0.... oo Cf) u NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31/16 3. SOP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 DETAILS C-6.2 \ 07/01/2016 DATE G PLANT LEGEND LARGE l=Vffi.GREOJ CA OOPY TRl:E$ M EDl1JM EVERGREEN TREffi SMALL EV:RGRE9l TREES 1\11 EOl!UM A. owm !.a3 ACCENT TREES LARGESl-:IRUBS{<S' HlGH) M EDJ'IJM SfJRUBS (:;,'-ii' HUGH) LOW SHRL!ISSI PERENNIAL&,' WOODY GROUNDC OVERS.' ORl'IAM!:NT Al.. GRA.SSES {1'-3" HIGH) VINEOR: ~ALleR SHRUB ON WALL OR FENC6 TRAILING GROUNOC-OVER:: (IP..OOT='.I ClITTINGS FROM FLA TSJ ANNUALS TURIFGRASS / / 0 20 40 ----1" 20' ARCH,TECTUP,E + PLAMN:NG--,-tNTi:RIOA DESiGN l.Al,\IOSCAPI= DESJ3N 4798 NEW BROAiJ STREET, SUITE 10G ORLANDO, Fl 32c14 407.~25.2500 Cfl/ll & STRUCTUFilAL DCI ENG:1NEERlNG 2600!MlCHEL8'.'.:lN CfllV:E StJl-:'E 930 lfNIN, CA9·26·:2 -$49 892-LS"...{l MEP EXP ENGIC4EEFS 26:::1 WESTHAULJINE MAlllJiJND, FIL 32751 lf 407 660.0083 "':F.AFIFIC COOSULTANT STC TRAFFIC INC. 27:lt. LOKER AVENUE WES":", 8U!iE 1:02 CARLSBAID, CA 92010 lf 7&! 585.4494 Pl.Jl.t.JNlNG COMSULTANT HOFMAN PLANNING AND ENGINEERING 315:2 LIONSHEAD A~•E~ UE. GARLSBAD, Cl'\ 92010 li 7'50 692.41·00 STAMP: 0 (\f I l) _J ....I ~ I LO 0 in I LO ,-,- "Ila "Ila CL 0.. oO (f) 0 PROJECT NUMBER: 80700016-015 ISSUED: NO, DESCRIPTION DATE 1. SDP/CDP 12/10/1~ 2. SDP/CDP Resubrr,itlai 3/31/16 3, SOP/CDP Resubmittal 6/02/1E 4. SDP/CDP Resubmittal 7/01/1E LANDSCAPE CONCEPT PLAN LA-01 , ,' '' ;; '' // // // ; I // fl !/ 11 II // // II I 0 G PLANT LEGEND LARGE iEVERGREElll CANOlPY T;REES MiEDIUM EVERGREEN TREES SMALL EVffiGREENIREES MEDIUM FLOW8'JNGACCENTTREES ACCENT PLANT (3'-6' HIGH) DATE LAR:GESHRUBS (<6" HIGH} MEDIUM SHRUBS{3'-6' HIGH) LOW SIIRUBSI PERENNIALS/ WOODY GROUNDCOVERSI ORl'IAM ENT AL GRASSES (1'-3' HIGH), VINE OR ESPALIER SHRUB ON WALL OR FEN:CEt' TRAILING GROUNDCOVERS (ROOTEDCl/TTINGS FROM FLATS) ANNUALS TURF GRASS --r- 1 !..EGOlJIJJD ADP. f'ARt~NG AND AiV'BA55AOOR F',;~~:{G .. = I •I"-_ N_,.i . . --.·...,.,=='==;~ -. ~ - ., •• I 4' tHGH -POSl Ail./0 RO?E FE'.!CE ]'.•,ROLIN) roff_t---, '°'AR.K.l;..'G J 0 1" = 20 l I i i I j I i I " i iN CD 2Q ' I ! ,/ I I I \ ' ! ' \ ' ' ,, ' AACHlTECTUOE + PlANNi\!G + :tfuE'RIOR DESIGN LANDSCAPE DESIGN 4798 NEVI! fBRClAD STA.EE.I, SUHE 100 ORLANDO, FL32614 407-42$.2500 CIV1L & STRUCTURAL De· ENG1NEER!N8 2600 MICHELSON ORNE SUITE-930 IRVIN. CA 9267;2 T: 94£.892.4950 MEP EXP Et-JGfiNEERS 2601 WESTHALLLANC MAi1lAND, FL 32751 0: ~0!'.66~.0-3£8 ":RAFflC C:)NSL.iJ..TANT STC -;:-RAFFIC, ih!C. 2794 L.OKER AVENUE \<\/'EST, SUlll"f 102 ::::ARLSBAD, CA 9:2010 -:-: 76G.5BSA4K4 ,i;lANNIING CONSLJL"IANT HOFM.~N PLRJN!!'-.:G AND ENGINEERING 3052 LION'SHEAD AYENIJE CARLSBAD. CA920i0 1: '7SJE92.-n}J 0 C\I I 0 ....J ....J PROJECT NUMBER: g I LO a.. CL oo (f) 0 B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SDP/CDP 12/10/15 2. SDP/CDP Resubrrittal 3/31/1€ 3. SOP/CDP Resubmillal• 6/02/16 4. SDP/CDP Resubmil!ali 7/01/16 LANDSCAPE CONCEPT PLAN 'LA-02 PLANT UST PROPOSED PLANTS ARE LISTED IN! GROUPINGS t!O 1NDICATE PLANTS OF SIMJL.<I.R SIZEA:ND :PU..NTING-OES!GN CHARACTER!S~1CS. PLANTS !..ISTEDWITHIN GROUPS MAY SERVE AS AlTERIN.tl.Tl.\JE FOR THE FINAL DESIGN PLAMS. SOME PLANTS ARE ADA~7P..BLE TO MORE THAN ONiE ZONE AND ARE LlSTED ACCOflJINGLY. LANDSCAPE NOTES MJNlMUM SlOP:E PLA.NT!NG, STA.N:DA'RDS j:f>ER CITY ,QF CARLSBAD LANDSCAPE MAJNUAL) STANDARD #1 COVER C'ROPJ REINFORCED S:IRAW MAT.~ COVER CROP SHAUL B'E A SEED MIX TYP!iCALl Y MADE UP OF QUICK GERMINATING AND FAST GROWINIG GRASS=S, CLOVERS, AfW/OR WILDFLOVrflERS. T!HE COVER CROP SHALL BE APPUEDAT A RATE ,11.NlD MAN~lER SUF!FIC!ENT 1'0 ?ROVIDE SCo/,: COVERAGe W1THIN THIRTY DAYS REIN.IJ"'ORCEDSTRAW MAT llS RE·QUIREDWHE.N PLANTII\G :JCCURS B::T'NEEN AUGUST 15-APRIL 15, Sl."ANDARD #2 GROL'N'lX':QVER. 100% OF TH:E AR:EA. Sl-lAli.L :SE PLA.NTED WITH/>. GROUNDCOVER KNO'it\!N TO HA.VI: EXCELLENT SO(L erNDl~JG CH/'I.RACTER1STCCS. GROl.lNDCOVERSPACED TO PRO'JDE lC,0% COVERAGE IN ONE YEAR (EX. RDO·TED CUTTINGS FROM ~LA.TS SPACE:D@ 12' ON C'ENTER)- STANDARD #3 -LOW SHRUBS. LOW S?READING WOODY SH RU as (_PLANTED FROM MINIMLIIM 2-3/41. LINERS)· SHALL COVER A MINIMUM 70% OF !:-iE SLC•PES'URFACE (AT MATURE SIZE) STANDARD#.::-TREES ANCFO~ LAIRGE .SHRUBS. MINIMUM 1 GALLON SIZE CONTAlt4ERS PLANTED AT A MINIMUM RA.TE OF 1 PLANT PER zt!O SF. AREAS OF APPUC.CS.TION tAPPllJIES ro SlO;pES THAT ARE 6:1 OR STIEEPER QtLY): A.. SLOPES 3:' OR LESS IN V:ERTICAL HEIGHT AND .C,,RE ADJACENT TC P-usu:: WPJ!.J(S OR STREETS: STANO-ARD #1 REQUIR!:D. 8. 3' TC 8' IN VERTICAL HEIGi-IT REQU'!IRESTA:-IDA:'<:DS #1 {EROSION CONTROL MATTlNG-SHALL ISE INSTAlLED IN LIEU OF A COVER ,CROP) .. #2 ANO '#3 iREQUlRED. C lN EXCESS OF 8' IN VERTICAL HIEIGl-JT REQUIRE STP,NDARDS ffe1 (EROSION CONTROIL M.l\ TTING SHALL BE JNSTALLED IN LIEU C~ A COVER CROP), #2, ;1;3, ANiD #4 REQU1RED. !RRlGAT!ON SYSTEIM ALL PLANTING AREAS SHAUL BE INSTA:..il.EDWITH A PERMANENTIRRl'GATION SYSTEM. RECLAIMEID WATER WILL BE USEO FOR MOST PLANITING ,n,REAS_ POTABLE. WATE!R MAY BE USED FOR HEALTH AND SAFETY REASONS {PER COUNT'i HEALTH DEP-T REGULATIONS), SU•:::H /•.SIN T.HEVICINlTY OF OUTDOOR DtN-INGAREAS AND THE SWlMMIN-G POOL DECK. REFER TO THE "PO:rA.olE ANO RECLAtMED'MATER USE PLA~J.' IRRIGATION SYST8MS SHALl BE P:C:Rll'l'IANENT. BELOW GR"OUND SPRAY SPRINKLER SYST~S. DRIP SYSTEMS MAY BE USED IN SOME AREAS_ THE SYSTEM SHALL BE FULLY .AUTOMATIC AND INTEGRATED INTO THE EXilSTING LEGOlAND IRRIGATION CENTAAt CONTROLLER. THE EXISTING SYSTEM INCORPORATES AN ON,SlTEWEATH'::R STATION WHICH PRDVJDl:.S RtiAL nMt, WEATHER AMO PR;E·CIPITATlc-N DATA TO THE CENTRAL CONlRoLLE:R DESIGN AND O.PERATION OF THE !RRl3,il,TfON SYSTEM SHALL COMPLY WITH THE Rl:.Q'JlREMENTS Of THE FOLLOW1NG REGULATORY AGENCIES: (1) CffY OF CARlSBAD (LAINWCA?E MANUAL~ (2) CARLSBAD MUN:·Cli?:A.l WATER IDJSliRlCT, (3) SAN O(EGO COUNTY DEFARliMENT OF ENVIRONMENTAL HEA'LiH. SOIL PIRE.PARATIClN: & :t,i1tJLCHl[NG MORTJCULTURAL SCILS-TESTS SHALL BE PREFORMED FOR REPRESENTATIVE SC·!l TYPESANC PL.\NTINGARE.<l.$ WITHfN THE PROJECT AREA.AND SUBMITTED TO THE LANDSCAPE ft>.RCHITECT FOR REVIEW. PLJI.NT!NG ARE.-.!!,S st!P-.LL BE AMENOiEDACCORDliNG TO THE IRECOMM!ENDATIONS OF THE SCILS REPORT. SARK r,,,jlULCH SHAl'.. BE APPLIED TO ALL SHRlJB AREAS AT DEPTH OF S" r"'11N1WIUM \SLOPES6:~ AND GREATER ARE EXCLUDED). OTHER ALL lANDSCAP!~JG rs PRWATE AIN[) \l"i!LL 3E MAINTAINED BY LEGOLAIND ·IN-HOUSE MAINTENANCE STAFF- EXEMPTION IN TURF GRASS LmfilTATIONS ISTAIKEN SINCE .RECLAIMED Vlf.il..TER rs USED FOR IRR.IGA.TION. Q G G ' • -! . ·"---'---~ PILANT LEGEND M EC!~, l;lf-mEEB lOl/11 s-· -NIALSIWOC!ff ~ll'l:Sl O:RNAJM!i>ITAL ~se1·-~~•·~ '\!'·WEORl$!PPILliSR Emuia C\t-!:WM..·l ~IFEhCE'" tRl'.n .. f.NG C'iRi,'!'JliJ.liD:-•Olfi:RS (ROOl'IDCU'l111>:iSfR0<>1 Al.ATS! NOTE: ZONE 3{LUSH) PLANT UST SYMBOi LARGE EVERGREEN CANOPY TREES MEDIUM EVERGREEN TREES SMALL EVERGREEN TREES MEOi'Urll FLOV'-lERING ACCENTTREES G LARGE SHRUBS [<6' HIGH} MEDIUM SHRUBS [3'-6' HIGH} LOW SHRUBS/ PERENNIALS/WOODY GROUNOCOVERSI DRNAMEN7AL GRASSES (1'·3' HIGH) ACCENT PLANT [3',6' HIGH) VINE OR ESPALIER SHRUB Ol'l WALL OR FENCE/ TRAILING GROUNDCOVERS [ROOTED CUTTINGS FROM fl.ATS) ~ _,:: ... , ANNUALS PL~NTING OF MO,JERAT=. 10 !HIGH WATER USE, OF LUS~ OUAUTY, USEO * AREAS OF HIGH USE OR Vl,SU.1-\L IMPORTANCE. PRIMP,Rll Y USED AROUND THE IMMEDIATE VIClN1n' OF THE HOTEL, POOL AREA AND OUTDOOR DINING !PAT JOS. BOTANICAL NAM;; MAGNOLIA GRANDIFLORIA 'SAMUEL SOMI.ER' MAGNOUA GRAND!FlORIA 'LITTLE GE~~· CUPRESSUS SEMFERVl'RENS JUNIPERUS CH!NENSIS TORLUSX BAUHINJA PURPUREA MURRAYA PANICULATA V!BURNUM TINUS 'SPRING SCUQUET' HIBISCUS ROSA SINENSIS {HYBRIDS) 'RHAPHIOLEP!S INDICA AGAPANTHUS AFRJCANUS FATSIAJAPONICA STREL.lTZIA REGINAE IPCMOEA SPP. IPOMOE.t'. SPP. LONICERA SEMPERVIRENS TRJi;.CHELOSPERA JASMINOIDES FLOWERING ANNUALS COMMON NAME MAGNOLLA TREE MAGNOLIA TREE ITAUAN CYPRESS HOLLYVifOOD JUNJPER PURPLE ORCH!D TREE ORANGE JESSAMINE SPRING B::>UQUET LAURUSTINUS Hl81SCUS IND!AN HA'✓JTHORN BLUE LILY O:FTHE NIL:: JAPANESE ARALIA BlR) OF ?ARArnSE "L!ME" S\r\'EET POTATOE VINE "CHOCOL4TE" SWEET POTAT:JE VINE HONEYSUCLc CONFERDER.ATE J.l\SMINE TO EE S':'LECTED BAM FAMH.IAR WITH THE REQUIRMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED Ill THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND STATE MODEIL WATER EFFICIENCY LANDSCAPE ORDINANCE (MWELOJ. I HAYE PREPARED THIS PLAN Ill COMPLIANCE WITH THOSE REGULATIONS AND THE LANOSCAPE MAIUIAL AND AGREE TO COMPLY WITH ALL REQUIR:EMEN•TS WHEN SUllMJTTING CONSTRUCTION DOCUMENTS. I CERTIFll' THAT THE N IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFIICIEIIT USE OF WATER, 07 /01 /l0·:16 DATE 48'' BOX 48" BOX 24" BOX 36" BOX 48'" BOX 5GAL 5GAL 5GAL 5 GAL 1 G.41- ?GAL ?GAL 1 GAL 1 Gi\L 3GAL ,, GAL 4"POT SPACING PER PLAN PER PLAN PER PLAN PER PL~N PER PLAN 4~'D.C. 36"0.C, Ml" O.C. 31)" o.c. 18"' o.c PER PLAN PER PLAN 12~ o.c. 12~ o.c. 30' o.c. 36~ O.C. 10"O.C. ZONE 4(REFINED) PLANT LIST SYMBOL LARGE EVERGREEN CANOPY T.REES MEDIUM EVERGREIEN TREES G SMALl EVERGREEN: lR:EES MEDIUM FLOWERING ACCENT TREES G _LA_RGE S!HRUBS (<E' HlGH) MEDIUM SHRUBS (3'·B' HIGH! i ./ LOW SHRUBS/ PERENNIALS/ WOODY GROUNDCOVERSIORNAMENTAL GRASSES {1'-3' HIGH) ACCENT ?LANT 13'.G' HIGH! 0: VlNE OR ESPALIER SHRUB ON WAU. OR FENCE/ mAiUNG GROUN'DCDVERS {ROOTED CUTTINGS FROl'MI FLATS) TURF GRASS PL',frlNG OF MODERA:CE 7D LOW W~ TER USE, OF REENED QUALITY, USED FOR SLOPES, PERIMETERS, SCREEN.ING. P'.l',RKlNG LOTS AND BACKGROUND Plfa.NTlNG. ,:E) = EX!STlNG TREES TO REMAIN !BOTANICAL NAME QUERCUS AGRiFOLIA Q'UERCUS !LEX 0:UERCU-S SUBER ULMUS PARVlfOLts 'DRAKE' CUPRESSUS TORULOSA PlNUS TORlREYANA TAXODlUM MUCRONATUM CUPRESSUS SEMPERVIRENS JUNtPERUS CHlNENSfS 'TORWSA' C."iUiSTEJI.J:.C-N ClTRiNUS JACARANDA M[MOSIFOU.1. LAGERSTROMEIA INOlCA 'NATCHEZ' EU!.EAGNUS X EBBINGEI 'Gtl T EDGE' HAMcLI,'. PA TENS RHAPHIOLEPIS INDJC.s l'_LEXfl.LTACLARE:-.tSIS 'lNllSONll' ILLEX CRENATA CUPHEA HYSSOP!FOUA JUNl?ERUS X ?FlTZERIANA ":JAUB'S FROSTED' PcNNISETU\! SETACEJJM 'RED' PrlORMlUM sap_ 'SUNDOV'/NER' R_H,6,PIS EX-:::ELSA SAL Vl.l\ S-UPERBA SALVIA SPLENDENS BOUGAINVILLEA 'TORCH GLOW'!'BANGKOK RED FICUS PUMH.A. FESTUCA ARUNDINACcA lcoMMON NAME CA...JFON!A U'JE OP,K HOLLY OAK CORK OAK CHINESE ELM i--lMAlAYAN CYPRESS TORREY PINE MONTEZUMA CYPRESS ITALIAN CYPRESS HOLLYWOOD JUNIPER :RED 50TTUE8RUSH T:REE JACARANDA WHffE CRAPE MYRTLE 43"BOX 4-8" BOX 43" BOX 43" BOX 24" BOX 48" BOX 46" BOX 24" BOX 36" BOX 36" BOX 48" BOX 36''' BOX MONROV!..;'S GILT EDGE SllVERBERRY 5-GAL fll~EBUS-i 5 GAL MA.E.ST!C BEAUTY lNDI.Ai'\J HAWTHORN 24" BOX WILSON HOLLY JAPANESE HOLLY MEXICAN f-EATHER CHINESE JUNIPER RED FOUNTAIN GRASS SUNDOWNER FLAX LADY P.'\LM PURPLES.ALVIA RED 8AlVIA TORGH GLOW BOUGAINVILLEA CREEP!ING FIG DWJ!..RF TALL FESCUE 3-GAl 3GAL 1 GAL 3<3Al 3-GAL 7GAL 7GAL 7GAL /GAL 24"BOX 1 GAL S00 PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER FLAN PER PLAN PER PLAN PER PLAN PER PLA.N PER PUi.N 48" O,C. 43"0.C. 48"OC 24'' O.C. 24"0.C. 18" O.C. 3S"O.C 3W"O.C PER PLAN PER PLAN PER PLAN PER PLAN 48"Q_C_ 12"0.C. PRELIMINARY PLANT QUANTITIES ZONE 3 {LUSH) !PLANT TYPE, TREES LARGE EVERGREEN CANOPY TREE MEDIUM EVERGREEN 1REE SMALL EVERGREEN TREES ORNAMENTAL TREES ACCENTS I PLANT TYPE, SHRUBS SHRUBS! \IINESi ANNUALS! GROUNDCOVERS: SIZE 4ll"BOX 48" BOX 24---3-6" BOX 48" BOX ?GAL SIZE 1 GAL 3GAL SGAL 7GAL APPROX. •QUANTITY 4 10 96 21 0 TOTAL TREES : 131 % OF TOTAL 25% 20% 50% 5% SDP #15-26 CDP #15-50 %OF TOTAL 3,00%- 7-3.00% 17.00% O.C0% I TOTAL L.ANOSCA.PI:: 2 3.~ 3:51 SF ZONE 4 (REFINED) !PLANT TYPE, TREES LARGE EVERGREEN CANOPY TREE MEDU,JM EVERGREEN TREE SMALL EVERGREEN TREES ORNAMENTAL TREES ACCENTS I PLANT TYPE, SfiR!JBS SHRUB'S! VINES/ GROUNDCOVERS: SOD, SIZE 4-S" BOX 24-48" BOX 24-36" BOX 36-48" BOX 7GAL SIZE 1 GAL 3GAL 5GAL 7GAL NIA APPROX. QUANTIIT 19 5 6$ 22 12 TOifAL T:REES: t2.4 % OF TOTAL 2-D% 20% 00% 4% 6-% % OF TOTAL ~5.00% .:..-OD% 53.00% 18.00% 10.00% TOTAL LANDSCAPE: 31,811 n POTTED PLANT LEGEND: LCW BOWL WITH 12-ANN EACH BOWL SMALL POTWffH 1-PHO SUN, 1-CUP HYS. 1~·1po PUR, AND 2·1PO GRE EACH POT LARGE POT WITH 1-$7R REG :ACH POT l?'OTTED PLANT LEGEND: LOW BCWL WITH 12-fo.NN EACH 80\NL SEE SPECS PlANT SPECS FOR PLANTS IN POTS SMALL POT WJTH i-PHO SUN, 1.cuP HYS, 1-lPO PUR S-EE SPECS PLANT SPECS FOR PLANTS IN POTS AND 2-IPO GRE EA.CH POT LARGE POT WITH 1.STR REG EACH POT SEE SP:.cs PLANT SFECS FOR PLANTS JN POTS PLANT AB:BREVIATIONS: CT= CLEAR TRUN:< CA=OVERALL CC = ON CENTER GAL=GALLON PPP= PLJI.NTS PER POl H= HE!GHT S= SPREAD CAL,= CALIPER MIN. "' MINIMUM NOTE: LANDSCAPE CONSTRUCT10N DRAWIN,GS WILIL INSURE THAT NO AREA LIGHTS WILL BE IN CONFLICT WITH TREE LOCATIONS, <"\RCl-ilTECi'UAE + Pl.J.NN!ING -lNTERICR DESIGN U..NDSCAPE :Cff.l'.GliJ 4798 NEW BRO/ID sn=r:ET, SUITE ~00 ORLANlOO,. FL32814 407.425.25{){' CIVIL&. STRUC1'UPAL. DOJ ENGINEcHING 2600 MCHB.SC-N IDR!\'E SU'.TE930 IRVIN, CA B2f12 T: 94Sl.S92.4S50 MEP EXP EMGi!\EERS 2601 WESTHAU.i.Ar-.'E MAITLAND. FL :0275,i T: 407,660.0056 TRAFFIC CONS:.JLTA~JT STC TRA'-IFIC, I NC. 2794 lCK=A AVEINU:C';'JEST, SUHIE 102 CAS::LSBAD, CA.92010 T: i'6-J.585.4494 :?!.A.I\NING CONSULTANT HOFMl'.N P'.JINNING AND E,,GINEERING 3152 LIONSHSliD A.\JENUC: C'ARLSBAD_ C..A.9201/J T: 760.6"J...2.4100 0 C\.I I 0 .....I .....I STAMP: PROJECT NUMBER: (!) 0 C\J LD I I LD LO T""" .,- % 'ti: Q_ a_ oo Cf) 0 B0700016-015 ISSUED: NO, DESCRIPTION DATE 1. SDPiCDP 12/10/15 2. SDP/CDP Hesubmittal 3/31/16 3, SDP/CDP Resubmittal 6/02/15 4. SDP/CDP Resubmittal 7/01/16 LANDSCAPE CONCEPT PLANT UST AND NOTES LA-03 {O 0 <( _J I I I I I I r-r w l ~ I I U) J_ j lli1 U) ,--- w z -_J II FIRE HYDRANT, TYP. EXISTING EASEMENT' ,' ,_, ~I <C I ~, 1:-1 _.:.·-:.~:-,~~\\%\DY'"~ '1 ·.· .. 1 .. ' Lr~}~·-l:--~._1 ~--.... ·•·J, .·1;.~ .. :,~-~ ·_:· • T -~ • • -"~ ·1" 11 • '-::.,,...-,7 !J[:,:,;-~': ~c"' :•• .~' •~•••• 1-V:;;J{ · rJti-Jf":R/.:_•· -:I~-/f:& <y-' l;t .. fS, _d/,· 0 /5' -~-v , .. I c>l ' ~~~Jl ' ~ . . . . " ~ POOL .!~::'.~-~~':;_.: ··-;:_'. . ::;~-~,:~:1:.:::~:;·;._::~_{f.~~ ·. -·--·•·-·1·. s=:=:: ,•-.. h' · ,. ... -.. -· .,-••J. '•-. ,!,., .. _1. -· --!~-= ~ .. •, ... ,_ I , •• •• • <• ~ j ;, '•' •: .~,.!._do•,': •• •.,_••,,' .r 1,,:J.1 ""•' j _'< \ ~~ t::'.1\ \\iA I. --: 1\-. • ·/ 6~ ~ ~ '~ ~ ~ ,::::-,.-::::: = ~ ~ 8:8 §:§ • ' ~ (5-;, ~ ~ ~ = ,1. 'C\. ·----------- POTABLE WATER LINE STORM DRAIN LINE PROPOSED BUILDING :~~ti\t?;rAC•tu~t6~•~--•~:·:.-__ ---.. PARKING LOT ---- .-, ~'" '"' . __ ·::_·;,~-·---~: .. ,' _-/:_.·_-;'•<<>~~-_:_.-:»,:. :.".,,:.' ,_:,:~~~:< PROPOSED BUILDING ---.... --------------- MATCHLINE SEE SHEET: LA-05 • DIAL TOLL FREE 1-800-422-4133 AT I.EAST' lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVED FDR ;; /RR/GA T/ON AND PLANTING ~ ONLY, INCLUDING PRECISE ~ LOCATION OF PLANTING PROPOSED EASEMENT ~-POTABLE WATER LINE *THERE SHALL BE NO DIRECT PLUMBING FROM IRRIGATED PLANTERS TO THE STORM DRAIN. LIMIT OF WORK PROPOSED BUILDING DRY MOAT DRY MOAT FIRE ACCESS LANE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND STATE MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE (MWELO). 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. MITCH PHILLIPPE, LLA 3715 DATE .LANDSCA0E .b.RCHITECTS SDP#i5-26 CDP#15-50 2970 FIFTH AVENUE, STE. 240 SAN DIEGO, CA 92103-5995 619-294-8484 FAX 619-57 4-0626 ~ AREA. L_ _____ _L_ _________________________________________________________ ~ PLOT DATE: 6/30/2016 2:24 PM ARCHITECTURE + PU\NNING + IN-P::..AIOR DESIGN LANDSCAPE DESIGN 4798 NEW BROAD STREET, SUITE 1D0 ORLANDO, FL 32814 407.425.2500 CML & STRUCTURAL DC! ENGINEERJNG 2600 MICHELSOJ\ DRIVE SUITT: 930 IRVIN, CA92612 T: 949.892.49:3) MEP EXP ENGINEERS 2601 WESTI7ALL tANE MAITLAND, FL 32751 T: '107,660.0088 TRAFFIC CONSULTAI\T STC TRAFFJC. INC. 2794 LOKER AVENUE WEST. SUr.E 102 CARLSBAD. CA 92010 T-760 585.4434 PLANNING CO~ULTANT HOFMAN PLANNING AND ENGINEERING 3152 LIONSl·IEADAVENUE CARLSBAD, GA92010 T: 760.692.4100 0 C\I (D 0 I N lD • I lD lD 0 ...--r- '#, '#, ...J 0... 0... oo ...J Cl) () STAMP• PROJECT NUMBER• B0700016-015 ISSUED: NO. 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' .. ·•i:.-··•1.~ .. ;,.:-;-.;'.,j•.·. ·;·-;-,·;·~.••.··,'":·: .•• J·.:',:;.;~ .. -· .. i·>.:•: .. •,_' . .:·:·:'·'··~.·.'§21~--"~(, ... ·:;.·'.('i.·:.':\':,l:· C -c [§:_~ ,,,, , .,,, ~ k' 'f g:;§1. -~ •-C::-C _,,, I•-;; f?2l ,cc •• cc rf'.::•. ,~· '-.L> ,1§2 ., :r--, ~-,-,. ·-·c---.,._~IV////)J,w, •r· '.. ~, """~'"""~"""1"',~"'"~m,;ss,8'""""~"'"~"""-·~ l I I ' I I l i I i '""""""""'"'"'s:+-' . • I O i O I O i I . 0 1 ·· • I O i O 1~1 ; !~".~'.tj~:1,s1~~f~i:~t;;;;-,'cj>jr-JH:f;}. ----------------------------------------- i i t:XISTING EASEMENT ---\)1,:, .. X :\~~".~ ,._-...;,~~~"-"-,'-."-._, . . . I . ! I ' . . ·.··.... \.\·~~~·1 \ ! I • I! ··1' I I : ' ' • • ' '· '. 3':',:; f.3:-..'j --' ,., . ., ~:1 ~ ! -. ! ... '---~-----~T ·· · ···-·······--+ ----· _: --·•·······+·-···+--·· -· ----~-... J \';:ll ··•·· 1~ ~ rE; ~1 ,!. . ' J · I I i ,.._.. •'r-$33 C5\ v, ~ 0\ i~ '~: .. -I , ' ,J,t ·'"· , ;/ .. 1·---' . t··· ff./ / ., i ' I ,· . ,,_ ' .. ' I "!Fc==!.+~t---c---+--+----+--1----.'-.-+--+--+--·-+--+-+---+----+--+--+--.L.--+--+--r--+--+----t----+----t--c.--,---•--+--t--+--+----+---·-·-+-+---+--!--t--+--+---;---j---+--+----t--+---+--..L.-': '"r····· , 'I I . ' MODULAR WETLAND SYSTEM STORM DRAIN LiNE _r· .. ' ' I ' ' t ~ ·--L ~--.::---:: -:-::.. .. ·· ""<"~~~I ~""'0-, ~-~ ·-~~ . -·-;;~ T ; I DIAL TOLL FREE 1-800-422-4133 AT !EAST 1WO DAYS BEFORE YOU DIG UNDERGRQUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' i ' ' i i ' i ' ' :~t:·;;T/':, . C .-,-, -,--~,-'7 .,.....,,..L. •"'CC ""O•~ SC: l.-..... C"" -...... _j""'"' ~ ...... ,--•~'7 --•-;-;cc,.,-, J ,--.. cc-. ....---,.-,, L"-,-7' ...-,.~L-~i-_':.'Cc ;:;:{tI,)S c'" ,.,......, -.J~.,,. .. 7'7 7' L,-:, .;cc-~ -. ..-,...,,. _,~,...,. """'.''"' ~ ~. =,..,,--,.~.1 ~,.,,.. -..-.-.. , ~!-..--c-"" =--1.....-.-,~"' ;;i < ' '1 .. · :_, EXISTING LANDSCAPE TO REMAIN -1 1-,Tl_TT_1_ LIMIT o'F wdRK 1 1 1 ' ' EXISTING PARKING LOT . ' / -i I ' i '~-! i I ' I i' ~\ i i . I ~'! i' 't\ . • ' ' ! l ' : i i I ' I i " I ' ;J I : I ! 11 I ,!1 ' 'i . ' ... / i I ! ' t ; I i I I I ' ' ' : ' ' ' . ' i ' i ' ' -. - SDP#15-26 CDP#15-50 APPROVED FDR /RR/GA TION AND PLANTING ON/. Y, INCLUDING PRECISE i_CCA TION OF PLANTING AREA. *THERE SHALL BE NO DIRECT PLUMBING FROM IRRIGATED PLANTERS TO THE STORM DRAIN. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND STATE MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE (MWELO). 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. LANDSCAPE Ai~CH!TECTS 2970 FIFTH AVENUE, STE. 240 SAN DIEGO, CA 92103-5995 6 l 9-294-8484 DATE FAX 619-57 4-0626 ~--------------'---------------- PLOT DATE: 6/30/2016 2:24 PM ill t 6 0 ffi ,,,, 9 .. ~ @ ARCHITECTURE -1-PLAl\NING -r INTERIOR DESIGN LANDSCAPE DESIGN 4798 NEW BROAD STREET, SU!TE 100 ORLANDO, FL32814 407.425.2500 CIVIL & S1BUCTURAL DCI ENGINEERJNG 26:J0 MICHELSON DRIVE SUITE 930 IP.I/IN, GA92612 T: 949.892.4950 MEP EXP ENGINEERS 2601 V\IESTI-IALL I.ANE MAITLAND. FL 32751 T: 407.660.0088 TRAFFIC CONSULTANT STC TRAFFlC, INC. 2794 LOKER AVENUE WEST, SUITE 102 CARLSBAD. CA92010 T: 760.585.4494 PLANNING CONSULTANT HOFMAN PLANNING /\ND ENGINEERING 3152 LIONS HEAD AVENUE CARLSBAD, CA92010 T: 760.692.4100 0 C\I co 0 J: C\J LO ' I LO LO (.) ..-..- ** _J Q_ Q_ oo _J (/) u STAMP; PROJECT NUMBER, B0700016-015 ISSUED, NO. DESCRIP110N DATE 1. SDP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31/16 3. SDP/CDP Resubmittal 6/02/16 4. SDP/CDP Resubmittal 7/01/16 WATER CONSERVATION PLAN LA-05 POTABLE WATER LINE EXISTING EASEMENT -~ DIAL TOLL FREE 1-800-422-4133 AT !EAST TWO DAYS BEFORE YOU DIG UNDERGR9UND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF· PLANTING AREA. PLOT DATE: 6/30/2016 2:24 PM \ \ \ \ \ \ EXISTING TO REMAIN I ----------- *THERE SHALL BE NO DIRECT PLUMBING FROM IRRIGATED PLANTERS TO THE STORM DRAIN. WATER CONSERVATION LEGEND: SYMBOL: ~ DESCRIPTION HYDROZONE FOR TURF GRASS (SOD) WITH ROTOR IRRIGATION HYDROZONE FOR TURF GRASS (SOD) WITH DRIP IRRIGATION HYDROZONE FOR MODERATE WATER USE PLANTS WITH DRIP IRRIGATION AND RECYCLED WATER EXCEPT AROUND POOL DECK AREA HYDROZONE FOR LOW WATER USE PLANTS WITH DRIP IRRIGATION DRY MOAT AND ROCK SURFACING AREA, NO IRRIGATION REQUIRED POOL AND SPA -WATER SURFACE ARTIFICIAL TURF AREA WATER CONSERVATION CONCEPT: SDP#15-26 CDP#15-50 TOTAL AREA: 1,831 SF 1,180 SF 22,661 SF 22,053 SF 3,627 SF 4,248SF 7,640 SF THIS PROJECT IS PLANNED WITH WATER CONSERVATION PHILOSOPHY WHICH IS INLINE WITH THE SEVEN PRINCIPLES FOR WATER-EFFICIENT LANDSCAPES BY CITY OF CARLSBAD. 1. PLANNING AND DESIGN • DESIGN FOR AESTHETICS, PRACTICALITY AND ABOVE ALL, WATER EFFICIENCY. • USE PLANTS FOR NATURAL HEATING AND COOLING OPPORTUNITIES NEXT TO BUILDINGS. • TAKE ADVANTAGE OF INTERESTING AND COLORFUL DROUGHT TOLERANT PLANTS. • CONSIDER SUN ORIENTATION, SOIL TYPE, SLOPES, LOCATION OF UTILITY LINES AND PLANNED USAGE. 2. SOIL ANALYSIS • TEST SOILS TO DETERMINE THE NEED FOR SPECIFIC SOIL AMENDMENTS. • INCORPORATE SOIL AMENDMENTS PRIOR TO INSTALLATION OF IRRIGATION AND PLANTING. • ADD COMPOST AND AERATE SOILS FOR BETTER WATER ABSORPTION AND TO IMPROVE WATER-HOLDING CAPACITY. 3. APPROPRIATE PLANT SELECTION • SELECT PLANTS THAT ARE NATIVE TO THE REGION. • SELECT PLANTS BASED ON THEIR ULTIMATES IZE IN ORDER TO REDUCE PRUNING MAINTENANCE. • GROUP PLANTS TOGETHER ACCORDING TO THEIR WATER AND SUN NEEDS (HYDROZONES). • USE PLANTS WITH MINIMAL WATER REQUIREMENTS ON HOT, DRY AREAS WITH SOUTH AND WEST EXPOSURES. • LIMIT THE USE OF PLANTS THAT REQUIRE MORE MOISTURE, AND IF USED, SELECT PLANTING AREAS THAT ARE IN THE COOLER AREAS ON NORTH AND EAST FACING SLOPES AND WALLS. • REDUCE EVAPORATION BY USING TREES TO SHADE THE SOIL AND BLOCK THE WIND. 4. PRACTICAL TURFGRASS AREAS • LIMIT THE USE OF TURFGRASS TO REDUCE MAINTENANCE AND WATERING COSTS. • DESIGN TURF GRASS AREAS FOR PRACTICAL PURPOSES SUCH AS EVENT LAWN AREAS. 5. EFFICIENT IRRIGATION • WATER DEEPLY AND INFREQUENTLY TO DEVELOP DEEP ROOT SYSTEMS. • WATER IN THE EVENING OR EARLY MORNING TO REDUCE WATER LOSS DUE TO EVAPORATION. • ADJUST THE CONTROLLER MONTHLY TO ACCOMMODATE CHANGING WEATHER CONDITIONS. • INSTALL RAIN-SENSOR DEVICES THAT AUTOMATICALLY SHUT OFF IRRIGATION DURING RAIN EVENTS. • ADJUST IRRIGATION SYSTEMS TO ELIMINATE RUNOFF, LOW HEAD DRAINAGE AND OVERSPRAY. 6. USE OF MULCHES • USE MULCH TO KEEP PLANT ROOTS COOL MINIMIZE EROSION AND REDUCE WEED GROWTH. • ADD ORGANIC MULCHES TO DECOMPOSE AND ADD NUTRIENTS TO THE SOIL. • LIMIT THE USE OF ROCKS AROUND PLANTS BECAUSE IT WILL MAKE THE AREA HOTTER. 7. APPROPRIATE MAINTENANCE • USE ORGANIC FERTILIZERS AND COMPOSTING TO IMPROVE SOIL TEXTURE. • REPLACE MULCH AS IT DECOMPOSES. • OCCASIONAL PRUNING OF TREES AND SHRUBS TO REMOVE DEAD STEMS PROMOTES BLOOMING AND CONTROLS HEIGHT/SPREAD. • AERATE TURFGRASS AREAS IN THE SPRING AND FALL. • REGULARLY INSPECT, MAINTAIN AND ADJUST IRRIGATION SYSTEMS. IRRIGATION CONCEPT: IRRIGATION SYSTEM WILL BE PLUMBED FOR RECLAIMED WATER. DRIP APPLICATIONS WILL BE USED FOR ALL SHRUB PLANTING AREA. TURF AND SHRUBS WILL BE ZONED SEPARATELY. ALL IRRIGATION WILL BE CONTROLLED BY AN AUTOMATIC CONTROL SYSTEM TO ACHIEVE WATER CONSERVATION. THE CONTROLLER SYSTEM WILL HAVE THE CAPACITY TO WORK ASA CENTRAL CONTROL SYSTEM WITH THE CAPABILITY OF MAKING CONTINUOUS IRRIGATION SCHEDULE ADJUSTMENTS BASED ON REAL WEATHER CONDITIONS, RAIN, WIND AND HUMIDITY. A RAIN GUAGE WILL BE INCLUDED TO DETECT PERCIPITATION AND WILL THEN DETERMINE WHEN IRRIGATION IS NEEDED. ALL IRRIGATION SYSTEM WILL CONFORM TO THE LATEST STATE CODES AND LOCAL ORDINANCES. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND STATE MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE (MWELO). 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. MITCH PHILLIPPE, LLA 3715 1 • DATE -------- LAl'-i:JSC.l\PE . ARCHITECTS 2970 FIFTH AVENUE, STE. 240 SAN DIEGO, CA 92103-5995 619-294-8484 FAX 619-57 4-0626 ARCHffECTURE + Pl.ANNING+ INTERIOR DESIGN LANDSCAPE OC....SIGN 4798 NEW BROAD STREET, SUITE 100 ORLANDO, FL-32614 407.425.2500 CIVIL & STRUCTIJAAL DCI ENGINEER!NG 2600 MICHELSON DRIVE SUfTE930 IRVIN, CA92612 T: El49.892-4S5J MEP EXP ENGINEERS 2601 WESTI-IALL LANE MAlTI.A.ND. Fl 32751 T: ~07.660.0088 TRAFFIC CONSULTANT STC TRAFFIC. INC. 2794 LOKER AVEI\UE WEST, SUITE 102 CARLSBAD, CA92010 T: 700.585 4494 PLANNING CONSULTANT HOFMAN PLANNING AND ENGINEERING 3152 LIONS!·IEAD AVENUE CARLSBAD, CA 92010 T: 760.692c'H0D 0 C\I CD 0 :r: N lD ' ' lD lD (.) ,-,- ~~ ....J 0.. 0.. oo ....J UJU STAMP PROJECT NUMBER: B0700016-015 ISSUED: NO. DESCRIPTION DATE 1. SDP/CDP 12/10/15 2. SDP/CDP Resubmittal 3/31/16 3. SDP/CDP Resubmillal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 WATER CONSERVATION LEGEND & NOTES LA-06 • L ~ ' N 0 ~ ~ \ \ \ \ EXISTING TO REMAIN \ \ J - ------- \ \ \ I _J FIRE HYDRANT, TYP. DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUlHERN C(\l.lfORNIA APPROVED FDR---'-.--'-~·· !RR/GA T!ON AND PLANTfNG: 0/1/L Y, INCLUDING PRECI':,:;[: 1-OCA T!ON OF PLANTING . I I I I " I I I I FIRE HYDRANT, TYP. POOL ,,--MODULAR WETLAND SYSTEM • I --f'\ ~~'7"----~;,i!y I )>---+I--';;.,,-..,..,- -. . • STORM DRAIN LINE ARTIFICIAL TURF AREA~ ~---1---------- $D EXISTING LANDSCAPE TO REMAIN I I I I I I I I PROPOSED BUILDING DRY MOAT I I . i : --~ ---: --------------------------;--s , LIMIT OF WORK I I I I SDP#i5-26 CDP#15-50 WATER USE LEGEND: SYMBOL: DESCRIPTION TOTAL AREA: ~ ~ 1111 DRY MOAT AND ROCK SURFACING AREA, NO IRRIGATION REQUIRED RECYCLED WATER USE AREA. THERE ARE NO PROPOSED DESIGNATED OUTDOOR EATING AREAS, DRINKING FOUNTAINS, OR ANY EXISTING WELLS FOR THIS AREA. POTABLE WATER USE AREA. INCLUDING AREA ADJACENT TO POOL DECK 31,860 SF 15,865 SF RECYCLED WATER NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD POTABLE AND RECYCLED WATER STANDARDS, 2004 EDITION. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECYCLED WATER. NO PONDING, RUN--OFF OR OVER-SPRAY IS PERMITTED. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WTER DISTRICT'S RULES AND REGULATIONS. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVERALL WIRING AND PIPING. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS AND STREETS. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS. THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FORA TOTAL OF 20 FEET. 14. A 1 O FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 15. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 16. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL FORWARDED TO THE NON-INSPECTING PARTY. 17. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTER 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. *THERE SHALL BE NO DIRECT PLUMBING FROM IRRIGATED PLANTERS TO THE STORM DRAIN. 0 15' 30' 60' 90' 120' I AM FA ILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CAR SBAD'S LANDSCAPE MANUAL AND STATE MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE (MWEL . I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUA AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I GERTI THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. MITCH PHILLIPPE, LLA 3715 ' I> DATE L.4N0SCAPE ARCHITECTS 2970 FIFTH AVENUE, STE. 240 SAN DIEGO, CA 92103--5995 619--294--8484 FAX 619--574--0626 I I I □ I I I I I I I I I I I I I I I AREA. ~----------_L_-----------~--------------------------------------------------------------------------------------------~ PLOT DATE: 6/30/2016 2:16 PM ------------------------ 0 w ~ :? 0: 0 0 z "' w ~ [j 0 "' ~ § " D N cl ARCHITECTURE PLANNING~ lf\.1'ERIOR DES[GJ,; LANDSCAPE DESIGN 4798 NEW BROAD STREIT, SUITE I 00 ORLANDO, FL32814 4{)7-425.2500 CIVIL & STRUCTURI\L DCI ENGINEERING 2600 MICHELSON DRIVE SUITE9.'l0 IRVlN, CA92612 T: 949.69-2.4950 MEP EXP ENGINEERS 2601 WESTI-IALL I.AN E MAlllAND. FL 32751 T: 107.660,0088 TRAFFIC CONSUL TANT STC TRAFFlC. INC. 27lM LOKER AVENUE WEST, SUITE 102 CARLSBAD, CA 92010 T. 760.565.44~ PLANNING CONSULTANT HOFMAN PLANNING AND ENGINEERING 3152 LIONSI-IEADA\le.JUE C:ARLSGAD, CA 92010 T: 760.692.410D 0 C\I co 0 I C\J LO ' ' LO LO (.) -r--r- ::i:i:::::i:i::: _J 0... 0... oo _J Cf) 0 STAMP: PROJECT NUMBER; 80700016--015 ISSUED: NO. DESCRIPTION DATE 1. SOP/CDP 12/10/15 2. SOP/CDP Resubmittal 3/31/16 3. SDP/CDP Resubmittal 6/02/16 4. SOP/CDP Resubmittal 7/01/16 POTABLE & RECYCLED WATER USE PLAN LA-07 -----~---