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HomeMy WebLinkAboutPIP 05-20; CARLSBAD AIRPORT CENTER; Site Plan., Q I I / /~· , / MECH. SCREEN ' SIDE ELE'JAllON / 11a· srucco FINISH fN. CMU BLOCK n """'.......---- - TI LE IDIEER TO MATCli llUlG. -~ TRASH ENCLOSURE n n n . . ~,,, BUIWING A . IJUILDTNG D-· 6,688 SF n n ,-, R£AR ELEVATION FRONT ELEVATION • I ~ I I i I / I SITE PLAN 5C.Al..E, I" = 30'-0" 0 15' 30' 60' .~-::,,- N ii f'~AN NORTH SITE PLAN GENERAL NOTES /. LleHT 5TANDAAO, SEE PHOTOMElRIC !'I.AN FOR MORI: Di:TAII.ED INFORMATION 2. ,. 51:E 'C' PI.AN5 FOR ALL GONGRf1E Cl.!'e5, ~ AND 5WAI.ES. Pl:TAIL5 ON SHEET AD.I AA&. MINIM»! STANDAf(DS. 4. THI: l:NTI~ PROJ:l:;T 5HAI.L BE ~y MAINTAl!t:P 111TH AN /IIJTOMATIC:. IRRIGATION SYSTEM. PRIOR TO INSTALLATION 4 AT LEA5T 60 DAYS Afl19i1. 61.D6. GOMPU:TION. S. SEE 'C" DAAl'ilN56 FOR POINT Of c:.ONNl:(;TION5 TO Off-51Tl: llrlLITIE5. c:.oNmllCTOR 5HAI.L vl:RIFY ACTUAL I.ITILITY LOCATIONS. 6. PROVIDE POSITIVE D!!AINAGE AliAY FROM EILDG. 51:E 'C" D!<Al'ilNGS. 1. c:.oNmllCTOR TO REFER TO 'G" D!!Alill!65 FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE: PI.AN5 ARE FOR GUIDANCE AND STAATING LAYOUT POINTS. ~-51!:1: 'C"DAAlilN85 FOR FINISH GRADE EI.EVATIONS. q, GONc:.~ 51DEliAI.K5 TO BE A MINIM.l-1 Of 4' THlc:.K Iii TOOi.ED JOINTS AT 4' Ot;,., EX!'AN5ION/CON5i!llJCTION .x>INT5 5HALL BE A MAXIM»! 12' 10. II. 12. "· 14. EA WAY. EXPAHSION JO!N15 TO HAVE CvrFRL:61YL: EXPAN510N FIW:R MATI:RIAL OF 1/4'. FINISH TO BE A MeDIUM B1'!00M FINISH U.N.O. I.AND5c:.Al'ftl NIEAfJ 5HAI.L BE DELINEATED l'IITH A MINIMUM SIX INc:.1£5 (6') HIGH c:.IJRB FIRE HYDRANTS TO C,OMl'L Y W CITY OF CARl.56AP ENGINl:l:l'INe Dl:PT. STANDARDS AND 51'1:c:.1FICATION5 FOR ON-61Tl: FIRE IIYD!!AIIT5. PROVIDE STRlf'INe PER CITY OF CARl.56AD STANDAADS. ALL PROPERTY LINES, EA9EMENTS AND BUILDIN85, fl011-i EXl5TIN6 AND Fl'IOPOSED, AA&. SHOliN ON iHIS SITE: Pl.AN. PROVIDE MINIMUM ;~• CONDUIT FROM BJILDIMS TO POST INDICATOR VALVE ll"IVJ FOR MONITORIN6 OF TAMPER Si'IITCH. SITE PLAN KEYNOTES 0 @ 0 ASPHAL TIC GONGRf1E !'AVIN6 FER 501L ENGINEER'S !IECOMMENDATIONS. DRIVEliAY Al'RON5 TO BE CON5T!IJJCTEP PER CITY GUIDELINES, $EE CIVIi. DAAli!N&.5. PROVIDE KA\Sl£D ~ W Ll6HT B1'!00M FIN. AT ALL DRIVE LOCATIONS. PROVIDE vl:RTICAL 4 HORIZONTAL EXPANSION JOINTS AT A MAXIMUM OF IS' oe,. SPACING. 4' Tiilc:.K ENHANCED~ i'IAL.!<WAY. MEET ADA ACCl351BILITY FIEGIJIREMENTS 1-6 SUMAAIZED IN SECTION 2 ON SHEl:T AO!!,. REF'!:RENCE Pl:TAIL5 4, 5, AND 6 ON AD.I, AND FIELD VERIFY LOCATIONS. G) DECORATIVE STAl-ftP GONc:.RETl: -CONTACT ~ 50LUTION5 INC. STAMP TO BE 1/4' STAMP (ASHLAR-i'OMAN 5LAif!. © TRASH ENC~ 0:l'-0' x i'-6' CLEAR DIMENSIONS). SEE Pl:TAIL 12 I AD.I. STUCCO Alt:) TRIM FINISH TO MATCH BJIW,INE; ARCHtTECl'URf. TRASH ~ SHALL EIE I.AASE ENClV6H TO Ac:.coMooATl: A Rlac:.YCLING BIN, 1-6 liEl.l. 16 REeU..M SOLID liASTE CONTAINERS @ HANDICAP AWE551BILITY ENTltY 51611 -51:E 1/M!!, (j) HANDIC.AP IN516N!A -SEE 4/AO!!, @ HANDICAP AWE551BILITY 51611. 1-!ALL-MOVNT IF !'OSSIBLE. $EE 5/AO!!, (SIMJ @ HANDIC.AP ACCESSIBILITY 516N WITH ADDITIONAL VAN ACCE551BI.E 51611 PER ll6C SECTION 11~5. l'IALL-MOUNT IF !'055161.l;. $cc '5/AOO FOR SIM. DETAIL.. @) IN LINE ~ RAMP AT DISABLED ACCl35 PATIi OF TRAVEL. 51:E -S-C/MS @ I..ANDSCAPE. SEE 'l.' Dl'l55. @ TRANSFORMER PER ELECTRICAL PLANS @ TF<EE liEU.5 PER !if'ECIFIC PLAN GUILDLINES (4' IDJ @ LIGHT STANDARD (SEE EI.ECTRlc.AL PLAN5.I @ CONCEPTIJAL MOHU-IENT SIGN LOCATION @ !'LANTl:R @ ~AINING 1-!ALL, (l'LANTAB!.e) SEE C.IVIL Dl'i5S FOR SP!':GIFICATIONS @ ~AINING l'IALL, (SP!.IT-f'ACI: OR SIMI~ SEE CIVIL Di'l!i5 FOR !if'ECIFIC.ATIONS @ EATING AREA/ l:MF'LOYl:f ~ AflJ:A @ MIN. 4' lilDE ADA !'Aili OF TRAVEL /m' J @ r+IEEL. STOF m1"J SITE LEGEND GONc:.RETl: PAVING -51!:1: 'C.' DRWSS. FOR TIIICKNE55 STANDARD !'ARKING &TALL l/l-6' X 20' STANDARD PAAKIN6 STALL 5'-6'Xll'i W 2' O.H. STANDARD COMPACT ST!J.I. 5'Xl5' MIIN. HANDICAP PARl<IN6 STALL, "l'-O'XI&' W 2' O.H. SEE Pl:TAIL l'MAY VAR'!' DUE TO LOCATIONS) POST INDICATOR VALVE AND FDt;,. FIRE LANE l'ROPERTYLIII: JOB SITE LOCATION LOCATION PLAN [J-0{.J GO C -w- LleHT STANDARD, SPAULDINe ( OKfH. "lo+l4-F , IS; OAH, 25' GONC. DOU6l.f;) SPAULDING (OIG-L~ , IS' OAH, 25' GONC. 5IN6I.E) EXISTING R!BLIC FlleHYPAANT ~R:HYDRANT CATCH BASIN AFPROX. LOCATION -G-SAS LINE -51:E CIVIL PROJECT DATA: !'I!' 05-20 OWNER: A"'3 SAN DJaSO, LLC 2441 S. PULLMAN SANTA ANA, CA. q2705 q4<1_ 261-12 q4<1-261-'lm FAX CONTACT , a, MCAIWI..E ASSESSOR'S PARCEL· 212-o<!l-l!I SITE ADDRESS 1qo1 l'IFl.leHT PLACE CARl.$6AD, C.A LEGAL DESCRIPOON: LOT 12 OF CAA!.56AI:> ~T. NO. 51--46 UNIT NO. I, IN THI: CITY Of CARl.56AD, COUNTY OF 5AN DIE:60, 5TA11: OF CALIFORNIA. ~ING TO THI: MAP i15IEOF NO. 11=, Fil.ED IN THE OFFICE OF THE COUNTY ~ OF SAN DIEGO COUNTY, JJL Y 16, 1"1$. ZONING DATA: 6ENEl'W. PLAN DE516NATION, cXISTING 51TE ZONE, EXl5TIN6 USE, l"FIOPO$ED USE, i5R055 51Tl: Afl!:.A, UNDEVEI.OFABLE AREA, TOTAi. 6I.D6 AAEA , TOTAL FOOTFRINT, !'AAKING AREA , LANDSCAPE IH !'ARl<IN6 AREA , TOTAi. LANDSCAPE Af1!EA , PAVEDAAE.A, OUTDoOR !:ATIN6 AAV., • 000/5000 SF AREAS & PARKING l!I/U.DINi9 A, 14'1/EA (61' .AJ Fl"5Tf'l.OOR eulLDtN6 s. -(61' .AJ Fl"5T FLOOR BIII.DIN6 G, NE/I\ (61' .AJ FIRST FLOOR BIIJ.Dlll6 D, NeA (61' .AJ Fl"'5T FLOOR BJU.Dlll6 e, 1'RA (61' .AJ Fl"'5T FLOOR BiiW,1116 ,., l4'IIEA (61' .AJ Fl"'5T F!.OOR SECOND F!.OOR TOT AL OFFICE , RfGIUIRED • l/250 PARKlll6 PII.OVIDf:p, !'I PM VACANT LOT Ll6HT INDl.eil<IAL OFFICE 161,626 SF .l!l.b50 Ac.FIES 40,'1'12 S.F. /."141 ~ 44,a&<l 5.F. (.26) 31,412 S.F. (23) 6i;l'tl 5.F. (~ q,535 s.F. Ml5J 66,214 5.F. (40$) 6','!40 S.F. ~ Rf§' 11"6:>, :U,62 S.F. PROVIDED, Sp()() S.F. 5.o,5 5G!. FT. 6/,U> SGl. FT. 5,oi5 SGl. FT. i,421 SGl. FT. 6»61 5G!. FT. 14,314 SGl. FT. 44,a&<! 5G!.FT. IT19PACES 65P. ~ SP. (25.5$! 12551". IT! SP. A VERACE DAILY TRAFFIC: BJ5NE55 PARK (45,500 • lf>/1000) , BUILDING CODE DATA: FLOOR Af/1;A RATIO OCCUPANCY, CONSTRUCTION TI'!'£:, FIRE 5F'RINKLERS, MAX. f'RO.ECT STORIES. MAX PRO.Ec:.T HEIGHT, OOVl:RNIMS CODE, NOTE: ALL l"ROl'ERTY LINES, ~ AND 6IJILDIN65, B01lt EXISTIN5 AND Fl'IOPOSED, AA&. 5HOliN ON THIS SITE: Pl.AN SERVICE PROVIDERS: !iCHOOI. DISffl!GT CAFQ..SBAD UNIFl6' SCHOOL DISil<ICT 6225 a CAMINO REAL C.ARl.56AD, C.A q200'! 16~1-5000 l'IAffl't DISTRICT CMLSBAD MUNICIPAL l'IA 113< DISTRICT 16"5 FAAADAY AVE CAFa!iBAP, CA <t!OO& 160-602-2420 !iEH:R DISTRICT CIT!' OF CAALSBAD 1200 CARl.56AD VILL.A6E DRIVE CAALSBAD, CA <t!OO& 160-602-21" :n B VIHR YES Tit:) 55' 2001GBC McArd~ Associates Architects :1836 EdiHin P n~B,Sui!r2C1 Corlabnd, Cciifo'nic 91009 l:76C-4Jl-/i/~ f:7~0-4}1-15E5 Date, 10/10/05 DE516N 5UBM Project, File, Al.I Revtslons: ffi 4/04/0b DE5I6N RE5UB E>t').2/06 D"5ign R&.!vbmitlal ------------ 11/02/0b D""lq, ""5ubmittal 5h<:6t Tltie, SITE PLAN A1.1 4. 5. 6. 6. I EXCESS SOIL AROUND THE TRUNKS SHALL BE REMOVED BY USE I I/ OF AN "AIR-SPADE" so THAT THE ROOT COLLARS WILL BE I ,1 INSPECTED BY THE PROJECT ARBORIST AND RECOMMENDA TIDN I SHALL BE IMPLEMENTED AS A PART OF THE LANDSCAPE / I/ CONSTRUCTION DOCUMENTS. A TREE PROTECTION PLAN SHALL BE DEVELOPED BY THE PROJECT I ~ ARBORIST TO PROTECT THE TREES DURING CONSTRUCTION AND / AS A PART OF THE LANDSCAPE CONSTRUCTION DOCUMENTS. TREE CARE AND MANAGEMENT PLAN SHALL BE DEVELOPED BY 11-IE PROJECT ARBORIST FOR THE TREES DURING AND AS A PART OF THE LANDSCAPE CONSTRUCTION DOCUMENTS. PROJECT ARBORIST SHALL BE HIRED TO PROVIDE REVIEWS AND RECOMMENDATIONS OF MITIGATED OAK TREES DURING THE CONSTRUCTION PHASE AND UNTIL THE TREES ARE IN HEAL THY CONDITION. EXISTING LANDSCAPE TO REMAIN ----+ PROTECT IN PLACE I I ft/ ~\ \;:; \ I ;' I -I ·1 ,/ ! ----- I I 119.,_oo EXISTING LANDSCAPE TO REMAIN-~ PROTECT IN PLACE It .. ~.~ ,r BUILDING B 6,688 SF OUTDOOR PLAZA I_ \ '\ .. M \ 2;;QO S.F. OUTDOOR EATING AREA- BUILDING E 5,075 SF :1:2 --.....,. ..... ··;.,:......- gJ BUILDING D 6,688 SF ::.:.~. .. ::::::~ .. OUTDOOR PLAZA OUTDOOR EATING AREA --~: - t /,. /.. /: . ' . TWO STORY BUILDING F 14,314 SF ---····;::: .. ~'.:~i:;:;:1;;;:;;:;:\ OUTDOOR PLAZA OUTDOOR EATING AREA OJTDOOR PLAZA 200 s.r. OUTDOOR EATING AREA OIJ/1£T OUTDOOR FURNITURE LEGEND ,,,..,_ TYPICAL SYMBOL FOR TABLES ....,. _ TYPICAL SYMBOL FOR BENCHES (§) TYPICAL SYMBOL FOR TRASH CONTAINER • TYPICAL SYMBOL FOR CIGARETTE URNS DURA ART STONE 4-PT-7 ROUND CONCRETE ROUND TABLE DURA ART STONE 5A BENCH DURA ART STONE ART DECO TR-90 SQUARE DURA ART STONE AU-90 SQUARE COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT WITH OWNER'S APPROVAL DURA ART STONE PRODUCTS AVAILABLE FROM: TEL NO. (909) 350-9000 PLANT LIST / LEGEND SYMBOL TREES SHRUBS 0 ~ 0 0 e " V 0 VINES BOTANICAL NAME CUPANIOPSIS ANACARDIOIDES OLEA EUROPAEA PLATANUS ACERIFOUA WASHINGTONIA FIUFERA EXISTING OAK TREES TO REMAIN ABELIA GRANDIFLORA 'EDWARD GOUCHER' AGAPANTHUS AFRICANUS CALLISTEMON 'LlffiE JOHN' DIETES VEGETA ESCALLONIA FRADESI LANTANA MONTEVIDENSIS LIMONIUM PEREZII LIGUSTRUM JAPONICUM 'TEXANUM' PHOENIX ROBELENII PHORMIUM TENAX PODOCARPUS MACROPHYLLUS 'MAKI' RHAPHIOLEPIS I. 'JACK EVANS' STRELIZIA REGINAE XYLOSMA CONGESTRUM 'COMPACTA' COMMON NAME CARROTWOOD TREE OLIVE TREE LONDON PLANE TREE CALIFORNIA FAN PALM EXISTING OAK TREES ABELIA UL Y OF THE NILE DWARF BOffiE BRUSH FORTNIGHT LILY ESCALLONIA LANTANA SEA LAVENDER TEXAS PRIVET PIGMY DATE PALM NEW ZEALAND FLAX YEW PINE INDIA HAWTHORN BIRD OF PARADISE COMPACT XYLOSMA SIZE 24"BOX/8'X4'X2"CA 48"BOX/12'X10'X18"CA 24 "BOX/1 O'X5'X3"CA FIELD GROWN/16'-18'BTH PROTECT IN PLACE REMARKS STANDARD SPECIMEN SPECIMEN 14' -18' BTH A.QUAN. 35 13 16 33 -----13 4-MITIGATION/9 TO REMAIN 5GAL/16"X16" AS SHOWN/BLUE 55 1GAL/12"X12" AS SHOWN/BLUE 168 5GAL/16"X16" AS SHOWN/RED 76 5GAL/16"X16" AS SHOWN 135 5GAL/18"X18" AS SHOWN 108 1GAL/12"X12• AS SHOWN 332 5GAL/16"X16" AS SHOWN 268 5GAL/16"X24" AS SHOWN 158 24"BOX24"X24"15GAL 16"X16" MULTIPLES 50 5GAL/16"X16" AS SHOWN 155 15GAL/16"X30" AS SHOWN 82 5GAL/16"X16" AS SHOWN 124 5GAL/16"X16" AS SHOWN 234 5GAL/16"X16" AS SHOWN 124 McArdle Associates Architects 5838 Edison Ploce,Su:te20l Carlsbad, ,:a!ifor~io 92009 1:750-t31--nn F. 760-01-na5 .. FICUS REPENS CREEPING FIG 5GAL/16"X16" RETAINING WALL 10'-0" O.C. SPACING N GROUNDCOVERS FRAGARIA CHILOENSIS (BUILDING AREAS) ORNAMENTAL STRAWBERRY MYOPORUM PARVIFOLIA (SLOPE AREAS PROSTRATE MYOPORUM IRRIGATION NOTE: TO STREET) FROM FLATS FROM FLATS 12• OC TRIANGULAR SPACING 12" OC TRIANGULAR SPACING ALL PLANTING AREAS ARE TO BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEM UTILIZING LOW PRECIPITATION HEADS AND EQUIPMENT MANUFACTURER BY RAINBIRD, TORO, OR EQUAL THIS IRRIGATION SYSTEM WILL BE PROVIDED WITI-1 MULTIPLE PROGRAMMABLE AUTOMATIC CONTROLLER WITH WATER SAVING FEATURE AND RAINGUARD AUTOMATIC SHUT-OFF DEVISE DURING SEASONAL RAIN. ii LANDSCAPE CONCEPT PLAN PLAN 1------,--..:.~ .--.•• -r-·-~}Pfl~ITV1L}) ~~f ;c~:ED~~A::R:l~~A~R~A6~2~~:~-s~~-~~~;0% I, P}F;"(}1!/'i1'rl 7'X?j"'''r ~ TP re J I ~ U 1<"'' ,~r::: : -'·· ~-<v K;.-J,. n.,~,./k;:.-, ... •Ju.?.h1,'.·,•,r. I S ~-.. ~ 1 > •,, .,, ·<· 0 Zngkiz __ ~--~--~ __ -,,: __ --::::,,:D~t~-'l,l .. 7 Pk,rniqj;:;;,~;.,-J/-'I/- SOILE 1"' = 30' 15' 30' 60' Darsono Design lsseciates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PLATT A DRIVE SAN DIEGO, CA 92117 PHONE (858) 541-2007 FAX (858) 541-2008 NOVEMBER 3, 2006 !?ate, IOA0/05 DESIGN SUllM _ _Pro,,J&t, --- file, UO Ravlslans1 & 4/04/ot> DESIGN i<E!,JB i:tleet Title, LANDSCAPE CONCEPT PLAN Sheet t.Jmber, L 1.0 ~ .._ ~ C> CJl ' l.) 0 .... ~,., -J .r'J 0 Lo-r J\;JAP -J-J287 / ! i i / '' r' f ' I I i i ! I' '' ' I i 'I '' ' '' ' / I -~T 1/'Lt-' / I I I <'i, I 9,34 FS, /I /I I '' ' 169.22 FS i i ' ! I ; ! I I '! /: ! .' ,' i i ! I ' ' ! I,· , I I' '' I / ,' I ' ii ! ' ' ; ! ' ' ' /: ! / ii }; r_f, ' ~- I ' ' /\ m 0 0 (/) f-i:--l,_ (0 i!l <Xl <Xl I') a:i <O <Xl : (0 <O (0 167.'30 TW 164140 BW , 164,90; FF a_ , 164.40 FG I 0 ... "' "' 9.00 FS a 0 0 0 ID "' l,_ (/) (/) l,_ l,_ U) (0 N 00 N "' "' 00 (0 "' (0 (0 Q_ >-f- l,_ l,_ 0 m "' (0 "' 0 N -m m (0 (0 8.50' ~ 3: "' m"- N ,n 00 coN -.;t ...f «i (0 (0 (0 --- 168,14 FS [L I 0 ... "' "' - 167.18 FS ;,c3: o_J I-(D I-LL. ~ 0 ... (0 "' - ...... 00 (0 (0 (0 (0 3'3: 3c "' (Df-(D l,_ or--(0"' vo tQN ...f r--: (.0 ._f "' "' "' "' ~-~-..... 164,25 FG w 0 (0 0 (0 - 9.00' -4.00' 168,14 FS !ii 167.18 FS 8.50' 0 _J o_J I-LL. f-l,_ U)U) U) 0 "'(0 "' "' u _J f-l,_ :;: ~ m (0 ID (0 (0 164,60 HP 164.45 FS 164.45 FG 166.28 TW 166,82 FS 165.45 BW 164,60 HP 164.45 FG 164.60 HP 165.95 FS . --m 0 _J l,_ I-l,_ " U) U) (0 U) 0 a ID ID ID 0 (0 (0 (0 ~ -! ! -.i.:- 1 i -----BUILPING 8 164.40 HP _,. .. ,...:; .... -. .. -... ,..-;.; ..... -1,,,_ BUILDING C - R/W 10 26 q_ 72' 26 EXISTING 6" CURB AND GUTTER (TYP) EXISTING CONCRETE SIDEWALK R/W 6 10 EXISTING CONCRETE SIDEWALK TYPICAL CROSS SECTION FOR PALOMAR OAKS AND WRIGHT PLACE 6,685.5 SF F .f .=164.90 F,P.=164.40 164,25 FG CURB AND GUTTER PER SDRSD G-2 170,36 TW PARKING PROPOSED RETAINING WALL 5,074.5 SF 3 T F.F.=165.10 165,2 w p -164 60 164,60 BW " .-" DEEPENED CURB 169, 76 TC 169,79 BW SIDEWALK 2· LANDSCAPE PLANTER 4" HEIGHT VARIES 3" MIN, J 5,00' 6" \ ;.,;;, ~+--< ,,, p-;.-\\5,A <V\ 6" 168.46 FL CROSS SECTION A-A BULDING F 168,65 FF 169.00 FS 168 50 FL 168,57 FS 14,327.0 SF (TWO STORY) ! F.F.=169.00 _- F.P.=168.50 ! .. 167.49 FL 161'.49 FL .. .. 169.00 F ' ! 174,00 168.50 El 168.45 T~ ' ' \. ' I ' "' \ '9' 'C:i ' \{) ") ,, ' / ~84, 184 0 TW) Of;IW 1(18 65 TW) 178 70 BW, ' ! ' I ,3,20 \ I I i ,_ 1t. r J\;JJ\P I I R/W <t. I • 15 53 18' g' g' --~ttuil I 6 53 EXISTING R/W 14 EXISTING 6" CURB AND GUTTER (TYP) EXISTING CONCRETE SIDEWALK CONCRETE SIDEWALK TYPICAL CROSS SECTION FOR PALOMAR AIRPORT ROAD \, MA CHLINE -----SEE £ET 3 GRAPHIC SCALE ( IN FEET ) l inch = 20 ft. PROPERTY LINE TABLE L. R L Cl 2·29•59" 436.0' 19, 01' C2 82'23'47" 25,0' 35.95' C3 11·01 •35" 364.0' 108, 17' C4 18'43'50" 90.0' 29.42' C5 35'48'56" 60.0' 37.51' STORM DRAIN TABLE 0 L % NOTE Pl 61.0' 2% 12" PVC P2 73.0' 4.6% 12" PVC P3 75.o' 2% 12" PVC Ao\ --8" PVC NOTE: SEE LANDSCAPE AND /RR/GA TION PLANS FOR REQUIRED /RR/GA TION SYSTEM GUN/)[ BROW DITCH ---12" DEEP MIN. (0-75 TYPE A) BROW DITCH DETAIL (PVT) NOT TO SCALE ~\\cf'E".BS' q,,:- 1/..t,f} ~!>-EL Mc';;--""< ff /,e, -1< ~' o, ~ RCL NO. <\~ fil 53444 j cJ: EXP. $ * 06-31-07 * ~ 0/V\\-~'r ~ Q:: c,,L.l'i"-> /. CIVIL CONSUL TING GROUP INC, 60 I 5858 MT, ALIF AN DRIVE, SUITE 202 SAN DIEGO, CA 92111 858 565-0475 PHONE 858 565-0478 FAX EXP, 06-31-07 I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT CONCEPTUAL GRADING PLANS FOR: CARLSBAD COFIPOAAlE CENTER ' \..) -0 0 U1 i, 0 I I I I I i ---------i--11- / i • , / Lo-r -J3 JVJJ-\P -J-J?B 7 ;, i 'i r ; i .' • I Ii / i l / • i i i ! I , I I I 11 I I I, 'I I/ I ' I I l J i " 'i / ! . l . '.f) ,t_, 1/ / / ii // ,: J " " /! !/ ,/ " '' I• j i !/ if I I I I / i i I ii ! -~-- --f / - I ,;, I I (/) . . . ' . '\j· \ \ \ ' -. -·"··----.. _ - -·-. / I I I / j i I ' ! I i I I _ tr.f:-b'OO- ·-<, I -------.::-__::::.:.:::··.- . - -. ---- \I -- . ----'" --- EXISTING LA S R PER ~~ OUTFALL G 224- ------··- "" -. -·-- • 164.65 FS 118+00 -I 164.25 FG • 1 4.60 HP =-BUILDING C 5,074.5 SF oo· 165.23 TW F .F ,:,165.10 164.60 BW .P.-1s4.SO 164.45 FG 164.90 FS Cl [2 Q_ 165.07 FS u.. :r: ; 165.10 FF l{) ... 0 ": <O <O .... ..,: co ... -~ co 164 97 FS u; u.. ... ... ..,: co - u; u.. n ..,: co -~--· 164.28 HP 163.97 FG BUILDING D ---· 6,679.7 SF F.F.=164.78 f',P-=1-64:28 164.28 HP 164.58 FS PALOMAR AIRPORT ROAD 119+00 164.14 TC 11 163.64 FL _j CURB INLET 1. 75% 157.28 IE -...--·· CATCH BASIN 3'x3' TYPE G r,,,...,,..... _____ ~ ~I 162.74 TC,; \ II 162.24• S ,. 163.52 FS 0.53% \ rl"c-='=~=~====---~ CURB i . TC L 163.44 TC 162.94 FS 163.30 TC ~=-=4-JI 162.80 FS 156.86 -IE Jr/ 0 0 <O 163.0 TC 162. 0 FL HP 1 2.41 FL I ~l '1: ~I I 162.68 HP ~I I -I 1 5.04 tt:: II 111 -i',2 II 1% • O· 1 -----=--"'\ STORM WA TE:cR CLA FlE~ -------,, ·--------~ ' ---···--. -' -....... (f12 -:;,,· ·.::-:~::t.'j'-- EXISTING 24"' PIPE PER DWG 224-1 -•· .,•--,J --. ' ,-_, ••-''"'•·="-'-•· ----'~·· 120+00 i---'•· .. ---1--s -___ (.,;. n GRAPHIC SCALE ( IN FEET 1 inch = 20 ft. / I / I -.. ' I ·i I/ ,I I I : I 7 .50 TW 16 .10 BW Ii I i I f . I ·-r--r • I i I ! LAN TABLE E1AINING WALL I i "I [I~ I 1N ! : I . t,.,, ~I. ,-_, • I ' I ,., I . I i I C\ .. ' 1\S \ l~-1-i j :~ \. 1 i ,,1-+-+-+-~'' .;..I --+-I 1 o.oo· I : tETBACK I, : ' I 121+00 ---· -~ ----- --- -ET 2 STORM DRAIN TABLE 190.77 TW 190.77 BW NOTE: 0 PJ P4 PS P6 P7 PB pg PIO P11 P12 P/3 P14 ,t;,, L % 75.0' 2% 68.0' 2% 72.0' 2% 88.0' 1% 93.0' 3.2% 65.0' 2.28% 48.0' 4.39% 15.0' 1.8% 14.0' 1.8% 42.0' 8.22% 8.0' 2% 102.0' 19.3% -- SEE LANDSCAPE AND !RR/GA TION PLANS FOR REQUIRED /RR/GA TION SYSTEM '(~/~ 1/..4; '(>~EL Mee I!' /,c., ,,,< ~\ o., ~ R.CE NO. <\ ~ @ 53444 ffi a:: EXP. !:iJ * 06-31-07 * 6>i, C/V\\./.,,#'r ~ Qe Cf>l-\~/ NOTE 12" PVC 15" PVC 15" PVC 18" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 18" PVC 18" PVC 18" PVC (E 8" PVC CIVIL CONSUL TING GROUP INC. , S~ET I 5858 MT. ALIFAN DRIVE, SUITE 202 SAN DIEGO, CA 92111 858 565-0475 PHONE 858 565-0478 FAX EXP. 06-31-07 CITY OF CARLSBAD I SH!ETS I ENGINEERING DEPARTMENT CONCEPTUAL GRADING PLANS FOR: CARLSBAD COAPORAlE CENTER --0 0 (J1 ii 0 ! i' i ! , I I f ' ' ' '' __ ,_ - I f ' ! i I .1 i f j ! / / i / ' i I ' : /; ! ,: -- . i -I' I I l I l i i / ..J. ! \' \ \ \\I I i \\ \ I 1 \ I I \\I\ l -------....... -:-dgf·:: ;z::::, ~ / / -------... __________ \ --------~-·~-\ ,,; . AN-+---------~~,---------;-----------,-------------------'l..-4 ,, ,<,,--e-y,'21 ' / ~-~===--CJ""! \\ ', \ I-·------- /' -~~/~A./1~~// -----~/~•===+ I --------~'-!--, --_::_·:::::::::·. ---------::::.=::::==:-:-.:.::-:~7---:=:,::_:==--~-t----- /,, / I I STA: 16+04.70 _:, / -----:::::::_:"::::-~----·t--, ,L~ ,,r v i ,,~Lf' Wl7'; IGHT PLA, . CE / 12+10. 8 (WRIGHT PLACE) / -~---==::::::-::---L~--------: • 6::i 2P-jr"1,w I CC1NSTRUCT 5' SEWER / / ----<;!:_::----f'•------r 1 '1· ' -, .. ;j, ' I I ' ACC SH OLE #5 PER S-1 ./ I . -----!::::::::--'::>. ---' 152,,,,-j,.e I I ----- '"1·w' ': O . / 11+00 I ,,I I.E. 160.06/ ,/ , ----=:t.::-------·---, r.·--,,--,, . ---12+00 ,I ------\ , ''; ' +-------t---------+-------------------·t--·--+-----,.,_L, --R1CL OF 30' DRIVEWAY "-.::::::--<_ -.. \-----------) --·--. 'I \, \ ',,'" ------ST~: 12+23.211/ 1 /·, / .::.--:::_::_:-:c_----L ____ , \ ··---____ LL __ ,,2'., / ' ' W/J.'f;(<. ,, • --... _ 1 ----<I eo I --,.__ ----1:J--... _ f, ',...,-c// (!G.J.8C T/C: ,,1;f<;_'v~\ ,. {lGCJ_7·3 Tv<::;_J \ ·--f-+---.. _ l6'?;1/~--,.:;-1/& /---_;' ---··---·-----···-,.----~-7--;-·---...... _::--,_/, ,..,,_ sf:W'' / ' 1, ... ,--J7 3v"'·,-, STA: 15-tl82·:8'8'·------.<7/:;c;;<. 1 11 --<:>-. ··•,,,,, ,,,,NtiOLt (/(iJ 52 enc.) '1 /i \ -·-I, J,,e, .. ,-,,--T✓/. 1 ·,i, 1 12+30.?si, (WRIGHT PLACE-)(~---. -\l'. // / <-..':~· •,·,., .... i•f C) j ~,:.. ____________ .. _____ _ \ '. /~1<·---~t~-f-----~£JJ/t-L. \-·------1_/---c;,1_;r-:r.F:,·-~·----/·.,;_:7,-,a-C.7/?'D___ -----Z:~1-z~;-:_::.,_'::_:__--' CONNECTiTO !_ -----------.1{{00 / / , '\ C), f""1~> r.:·,p;:t. -i ' / /''·\ -----." -----t----i _ __, ______ "\_.lcljµJJ_l-R'\-EXISTING \WATER MAINs{t;Jr('----·--·-----,~-----------. _/,; , ,. ~ 'T'li '/,✓' A,\1 ~: ,1_/11''t,1A✓N ' -~-r ,/ ~.rr}:!:£{:~i~:,::.-~x; ~, C c.l, -(~-~ -,~ ~-__ :~::.-_·:·w~-~-:-.--~_--..Lr_-.. ,-,---~----.~,,,.'./.-l -,.d~ -,~~0~~8-----1-_~--=~-_,:'"•lT,:_;, _l .,, .: --r---, ·. -;.. ------i~---~: ii,::...;::._~ --I, ,'1/\''' ''-1· -----------. / // ,1· \,\ \\ 'I _,_v-_ -/~ -,;= !i: -~ ,---!__....._<:.··---,.1:, .. ~~.-.·,, .. ,,---~~:~·--.;. __ .-.·,-.. -_'--.~-~ct_ -=t:-.... -----r-----------/ ..-1 rv· \,\ J\ f :~ii•; ✓r;r I~~ ,;; \-'-' = < --; ~--o,) ="; . ~-~ -1 "-93 -; : :~::'~=r <~Z";:•,~y •.. '_, :;'-"'-""'• ; ; ·y \ --------:~R.}-fa--::r ·0Tf; ---....._·--.• ,_ 1 ~r 1 l:Y1t-~c:.__. _ ·--<:.·•--.. _/ C , / ,...._-..__ , ---- i ! ; ; , I 01, / ' -----------------·--·-----•. ;_ '2,-/ ~, Pt-WA Ti ,· --,J · , '' 1' 1 , ' /·, , ~, PROPosm._ --· -;:;:,.) --,Acp Ill ·,·El! { I ,,,t,~J i /,1)/1-,.,!~~---~t:t-r--~,~--------.~-----··-·"·--"" -t,rl~.:~;::_.::-,~~;~:~:-;:, '• -,:,o· :i;i~~lNTiLITIES -. -"'-, "'/' ' '<:: ', ('~c~~~!,~ .. }J.. u,~:---~:f~ij,k;, ~ , -.., I ,_t?.---;:-,;(../ (_.ff(. -------<~!/'. /1!1---' .-/i I i I' I v-:,!,>" .,. ··e-ru--1~t::~Dcr1NrRfG;°; .. ,_:,A 1r~-rl-w· Jw .... if~,"',,-_=•>>=~,.-, '. ~"" ·-•· ·-""',4~~~ -''"" / :::_,; "' /1/( - ~-~Ji'~ . ~ ·, < ,11 i::>i •. lLL , __ :,_-__.-;~-: 4 '"',' ,.,,,,, __ /_/ "'-"Y'· .__--.. .__ p~P.(oti• / i --------~-I :'I '°' "<::::,._ , __ <, I '----..'i,, , r::< 1--''·· _,-- :ii 6 498 5 SF -----! 0 ·..__ ·--.., ··. -..,,;-... _/ , ·--...... ' / f),Jf "' 1 r/t::f'.. 1-,, 1,. ,.-;;-_,. / I-' i ' • '--, "--,'I( --.. '/ ;< I , ' ,,-,w'· ,, ,:;:.~ ' 1 ' ! -------'•-..__ _ :::>---.. ,' ---.. ,"},.' r _\LJ ~ ,-{Y1_,,,,,... --:?."'~ ,~ I / ! / , /. F.F.=169.34 "' 1 ___ , , 'K ,1 • , 1 /•---ctl-0x , .. ---·>• , / ,'/ ,, 1 ·r: ,--f;.P.=168,.84 ,'~•,,=--i.r,., 1 -! VACATE EXISTING ~,,'<~)J!c.'. .,.,.c-h-.~//j ·t• ,:T::;-(/ _./'/ " / k • \ C "J :; '"~:. ~Jc~';\ l :::::.J+,.__-,,,' ,;;,ij;; I """"" c,srnw, ,,~ ,~ : ; ~i, /,~s rr?' J(r ':f'+ 11 v !\:.\ ·. / I.E. 161.00 f -.. in . 4"WATER' , ~~~-, ' ··-._ \ ""i I I ,,Ir' 1' 1r:--• --w SER.VICE w17~ ! '<'-" ', -~ I ' (t _~~-------.;;~,:~:~<;:t:-;~:,;·,];,., .. ,.,,.,.~., \. j ~t:~;~~~-~-g~1~1~:+ STk.14+57.22 .. ~'~~==-=. .. ;;;::::~ Jr -, /1 1I,0 if t--l\,---<&--j~ .. .-,;,..e-.. , l;;....i;, , 4" PVC Sj;:WERLATERAL ' , ~-~ ,11:l ()r, \~ I t'-~c_'~·-::. ,,.~ ... -__,~P...-ER s--r1:E; 161.17~lJILDING F,.' ' ', --~ i,\ ' 1. /~/ ~it~ f~J:, i. 1: s ~ ---:-,,~_ -~ t: iIT11I -✓ j~j CONST~~~T l;.+;;;~R\\ s,~-:k~~:~~ ?\ '\, \f <w.?:~i~~i> J c.... I~ I i ' i( J,j ACCESSHOLE #4 PER S-1 ,I I' f : / I i / -'' 0) ' ' • i q J I It. ,, :1! \ I ' i{')i I.E. 160·87 ·~•·',···•··· +'°o\, sTA: 14+12.16 F.P.=168·50 ,,, I r, A --~-2.,,, s> .. ~ n ; ! il.i,1 RIM 168.14 -2 v&, 4" WATER i .. ,,1,,, i; '{;, 'f;j ;i\ ''•.,~ .. ·/• 's" • -..,,,,, __ .-_<_,·~: ... ,~t .. -.:.'."_':':."'~S-E.'R .. ,VICE PER '!J,-3 , .. ,•i, .. }•·:ce,;; -r~,c..,:,.,_~=,~, 111 i,.1· 1 L o·r -J-J J\;Jj.\p -J-J287 ' i :' / / ii : i ; i i i ' ' .,~ ' ' ' i ' i i I/ l i / l I -o, C) ' /. I \ i I ' /: ' ,, l ., -\, ,J11 • ._· ..• ;!:".'· __ i_~~.:3__ ___ __-_ . ,,,.;,,·,,, ...... ··•·-J~ ,o~ (.•."?--, , , , . ·-t"T , i,,.l,•11.·.,•,• \l ,,,,,,,,L, ... ,.,.<-----~---~ --~,.-, ,.,. •· ,,, · '. (~': _, --iii ·,- , ,: '· i: i ·-:..:.:::..--.., ~,~::'~_;·:,~:~_ -~--~~-:r. ------~c ,,.,L. _.__ ---~ --_--,:c·.-:-c-, -,-=.-~-··· · --,,~ -[:; ; UI.. 1----''-.-c=<+'p_R~Pooai:.J~, PUJBLIC ;:1 ··••>, : \I ' ' -,--,---•""""'" "'1-;,1 I 'r--------•-----, : I ;.,i UTILITIES EASEMENT f,----"--' • ;: ~ i• ~..r----~---, ,,......, -t;~ ' • 111 -·' I :l ~"It:~i; :1 °'' ~ i§ BUILPING B 6,685.5 SF F.f .=164.90 FLP.=164.40 Q'. w I)_ Q'. w I)_ Cl Cl 311 0, \ ; i ~j ' tf :Ir' \ ir'.) STA: 13+64.87 -~,; ;/·1 l~.•.,11 1 1 l [: BUILDING C :·,l . ' -1 6~FlRE'lfYQRANT PER W-12 /j/ t ! j I F ~F~7 fs~-~~ .. , i, i1': --'' jo:w ~ ~ ~ I C.,::([·~ ' -' -/' ' l-{ I Ii · · , F.P.=164.60 , , i'l: w pl<;!; , 1 1/ ' - (, I §2 Q co• ,N ,!: :8 ~ I: ;~ R ' I i I ----.'~/ ,_,~ ;, -__ , ___ ____ /{/ l·: -------..J..!~ ..u.w°il... ~~---....iii--~~ ------.l...i --~e --- NOTE: FOR ADD/770NAL INFORM A T!ON ON PUBLIC SEWER ANO WATER SYSTEM SEE PUBLIC IMPROVEMENT PLANS SHEET 1,2, AND 3 NOTE: SEE LANDSCAPE AND /RR/GA 770N PLANS FOR REQUIRED !RR/GA 770N SYSTEM GRAPHIC SCALE 20 60 ' I ( IN FEET ) 1 inch = 20 ft. CIVIL CONSUL TING GROUP INC. 5858 MT. ALIFAN DRIVE, SUITE 202 SAN DIEGO, CA 92111 858 565-0475 PHONE 858 565-0478 FAX .Cf--NO, 53444 EXP. 06-31-07 I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT UTIIJTIES PLAN FOR: CARLSBAD CORPORATE CENTER -0 -0 0 (Jl ' V 0 ---------,-.,.,. -T"" -., -I , ....., '-J 1 ! i--r-/ ~ ~ I i; '' I f i' ' ' / _/ ' } i I I I I • : 44+71.84 PALOMAR OAK{j WAY - 10+01.51 8'1 SEWER MAIN CONNECT TO EXIST;' ACC~/;/SHOLE . I.E✓ /135.08 ' l I " / / 44+82.00 PALO~AR Of~S WAY 10+18.99 /3" WAJtR MAIN / : I CONNl;CT TO/ EXISTl!lf§< ., J 2" w.t/tER 't/i/,:11'1 " I ; , / ! , ' ' ' : j 'I ,' i i i , ,. 1 "1,\/·H1 j•·" .. , I / I ' ' \ \:·~· .. ·· .. \ ' ' . ' \ \ . ' ' . I ;,''' I -,-- I' 116+00 --.. _ .. ___ _ - I ..,.. ii I I i I i / / I 1 '/ 'j I ! ' ' / / ' ' ' I ! ! I ! ----._ -- GRAPHIC SCALE 40 20 10 0 20 ~-? I I I ( IN FEET ) 1 inch = 20 ft. I \ ' I ' ' \ I ~ \ \ I 0) --i / ·>-- ---·----. EXISTING SE ER ~A~D OUTFALL WG 224-1 60 I • I · 0 "' " :k 10 ( " • + "' ~ w ~ .-0.. ~ w 0 U>> "' w U) "' w f-"" :;;: ;,. ... ---- ----Fr.--R = 1"132' L = 338.35' --~·•-·--" _, PALOMAR AIRPORT ROAD 1111+00 r ·•-. 119+00 cf. ------------- STA: 13+6J.87 ==o~·-i:'TF 1i?iRE~~~ANNTT'-=j;rfiERR1w-12 ··"c:c:\ -L- ·--=i I -------_;<--- -----.... ,,. MATCHLINE lsr I I I , ----SHEET 3 , I I [\cl I Lo--J-J 1 '8 i, l ,,~ I I I i I•" i '" I~ C(J ,;2 ·-I ! J\;JJ\P 1-J-J2B7 \ I / I :1 I j I i I i ! i ' -!SO·--+-' ... ~ '··_-_-__ ' . -----~ ··_:;.---:..._ NOTE; SEE LANDSCAPE AND !RR/GA TION PLANS FOR REQUIRED !RR/GA TION SYSTEM -Fr.----- ·----------.. - '. -. . .z-L'; -;;·2 ::,~~ -~-;~:__---:-:;,f=::-·:;;;--;..-....:=====- ----:=:.;>i'~' _---.. ,""-··"'C.--R'--=-1"1._'.'.3_2_' L = 84.82' -~----- ,--,_--:c· -- NOTE: .-~-----•---c.· ..• --· ~------ _'·.-<'.i-it_ t1 //:) ,S'_;. ,,.,---EXISTING 24'" DRAINAGE / PER MAP 11287 120+00 . _____ ,, ___ ,,_ --··-·· --· --- FOR ADDITIONAL INFORMATION ON PUBLIC SEWER AND WATER SYSTEM SEE PUBLIC IMPROVEMENT PLANS SHEET 1, 2, AND .J 121+00 j ------·-·" 0. 53444 \'?-d'ESS1 ~ .JP. '<'1-,SL Mee t!!, ...._CJ -1< e_\ 0 ~ R. CE NO. < \ ~ /;i 53444 ffi ji'_ EXP. $ * 06-31-07 * ~ C/V\\. / ~'I" ~ Q:: <:J,L.\(l> /. CIVIL CONSUL TING GROUP INC. 5858 MT. AL/FAN DRIVE, SUITE 202 SAN DIEGO, CA 92111 858 565-0475 PHONE 858 565-0478 FAX EXP. 06-31-07 /-,,.t,dk ~ I SHJET I CITY OF CARLSBAD I SH!ETS I ENGINEERING DEPARTMENT UTilJTIES PLAN FOR: CAFLSBAD CORPORATE CENTER 0 .. .. --0 0 U) I Q,) 0