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HomeMy WebLinkAboutSDP 10-01; JAGUAR LAND ROVER CARLSBAD; Site Plangeneral notes all work, material, methods, etc., shall conform to all governing building codes, regulations, and agencies. contractor shall be responsible for verifying all dimensions and conditions theron before commencing work. report any discrepancies and/or potential problems to the architect prior to p roceeding. governing codes and fire department field inspector shall dictate size, type, quantity, and locations of both temporary and permanent portable fire extinguishers (75 foot max. separation) exit signs where noted or required shall be worded • exit • in letters having the principal stroke of not less than 3/4" wide and at least 6" high and shall conform to code and/or applicable regulations. exit signage shall be illuminated with 2 lamps and proYided with emergency backup power. alternatiYely, signs may be self-luminous, provide emergency power where system serves an occupant load of 100 or more. habitable areas shall be proYided with mechanical ventilation equal to 15 cfm of outside air all penetrations of 1-hour fire resistive construction shall be protected with approved fire assemblies. provide pedestrian protection barricades and/or canopies as required by the local authorities, or as necessary for pedestrian safety. all dimensions are to face of studs unless noted otherwise. handicapped requirements all primary entrances to building shall be made accessible to the handicapped. hand actiYated door opening hardware shall be centered between 30 inches and 44 inches above the floor. latching and locking doors that are hand activated shall be operable with a single effort by lever type hardware, panic bars, push-pu!I activated bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware, locked exit doors shall operate as above in egress direction. width and height: every required exit doorway shall be a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in height or as noted on plans. when installed in exit doorways, exit doors shall be so mounted that the clear width of the exit- way is not less than 32 inches. for hinged doors, the opening width shall be measured with the door positioned at an angle of 90 degrees from its dosed position. at least one of a pair of doors shall meet this opening width requirement. maximum effort to operate doors shall not exceed 5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. compensating devices or automatic door operators may be utilized to meet the above standards. when fire doors are required, the maximum effort to operate the door may be increased not to exceed 15 pounds the bottom 10 inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. where narrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition, threshold shall not exceed 1/2 inch in height. this project shall comply with all applicable sections of the americans with disabilities act and all other applicable handicap codes. all doors shall be operable with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other types not requiring a grasp to open. all exit doors must be operable from inside without the use of a key or any special knowledge or effort. the sweep period of door closers shall be at least 3 seconds from open position of 70 degrees to a point 3" from the latch. site development and grading shall be designed to provide access to all entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. slopes less than 6 percent gradient shall be slip-resistant as that described as a medium salted finish. slopes 6 percent or greater shall be slip~resistant provide ao ~ headroom from the walkway surface to any overhanging obstruction. headroom of 80M minimum shall be maintained for walks, corridors, aisles, etc. obstructions within the walk pathway (i.e. poles or fire hydrants) shall provide a 36" minimum dear width to the edge of the walk. protruding objects with leading edges between 27" and 80 " above the finished floor shall not protrude more than 4M into walks, corridors, etc. objects with protruding edges less than 27" and 80" above the finished floor may protrude any amount. free standing objects mounted on posts between 27" and 80 • above the floor may project a maximum of 12". abrupt changes in level of 4 " or more adjacent to walks, except between walks and adjacent streets or drives , shall be identified by 6 " high warning curbs above the walk surface. walk width shall be 48" minimum. the maximum cross slope of accessible walk shall not exceed 1 /4 per foot. D 0 0 0 (l[]@J[? 0 C?@W®C? 5550 paseo del norte carlsbad, ca 92008 1 project address: 5550 paseo del norte carlsbad, ca 92008 assessor's parcel number: 211-060-14 zone/land use: sp-19 (original}/commercial, auto sales/service project summary: building codes: 2007 CBC, CEC, CMG, CFC, CFC local ordinances ADAAG , CA T-24 site area: 2.75 acres (119,861 s.f.) building area: existing building to remain {service) 6,710 s.f. existing building to be remodeled (parts) 1,410 s.f. existing building to be demolished (showroom/offices) 6,467 s.f. new construction (showroom/offices) 6,726 s.f. existing canopy to be demolished 721 s.f. (attached) new canopy 1,280 s.f. (detached) 14,846 s.f. total proposed building 1,280 s.f, total new detached canopy lot coverage: building (existing): building (proposed): landscape (13,874 s.f.): parking: sales: 6,726 s.f.@ 1/400 -17 12.16% 12.39% 11.56% parts storage: 780 s.f.@ 2/1000 • 2 (1 employee, 1 customer) service: 4 each per first 3 service bays "" 12 2 each per additional bay • 22 14 service bays -34 53 stalls requ ired, 55 stalls provided 3 accessible stalls (2 van accessible) construction type/occupancy: iii -b, non-sprinklered b, m, s-1, separated b occupancy: 6,494 s.f./19,000•0.34 m occupancy: 76 s.f./12,500•0.006 s-1 occupancy: 8,276 s. f./17 ,500•0.47 total mixed occupancy ratio-0.816 total occup«nt load -154 (refer to ground floor plan) scope of work: • remodel of and addition to exisitng automobile sales and service facility • landscape and site accessibility improvements notes: separate plan review and permit required for signage \' \ 11 \ I,.; ' \ W~TWV\ I< & SUHes 1 \ cP"'f \ \ \ \ \ \ \ \ \ " \ \ \ \ i i', '!1 ' ii, \ project information contact information : owner: Hoehn JLR, LLC 5454 Paseo del Norte Carlsbad, CA 92008 p > 760.438.1818 f > 760.438.3732 civil engineer: Joseph C. Truxaw & Associates, Inc, 265 South Anita Drive Suite 111 Orange CA 92868 p > 714.935.0265 f > 714.935.0106 Contact: Craig Di Bias designer: SDA Architects and Designers 4 Venture, Suite 260 Irvine CA 92618 f > 949. 754.0450 > 949,7 54.0448 Contact: Janet Baker consulting architect: Ground Floor Design, Inc. p > 714.832.7449 Contact: Erik Marcussen structural engineer: National Engineering and Consulting, Inc 22362 Gilberto, Suite 200 Rancho Santa Margarita CA 92688 p > 949.766.7774 f > 949.766.7789 Contact: Mike O'Brien mechanical/electrical engineer: RPM Engineers 102 Discovery Irvine CA 92618 f > 949.450.1229 > 949.450.1454 Contact: Maurice Yee landscape architect: Emerald Design 305 North Harbor Blvd. Ste. 218 Fullerton CA 92832 p > 714.680.0417 f > 714.871.5197 Contact: Charles Lamb . Q.100IO!J:<.'.l!II l~ol ""~~ \ -~-Prem.um au..., Holi4ioi"""""'~ ~av T»eSea .. 4' vicinity map sheet index a 0.1 cover sheet civil (c) 1 title sheet 2 grading plan 3 detail sheet 4 erosion conrtol plan 5 water plan architectural (a) a 1.1 a 1.2 a 1.3 a 1.4 a 1.5 a 1.6 a 2.1 a 2.2 a 2.3 a 2.4 a 2.5 a 2.6 a 3.1 a 3.2 a 3.3 a 3.4 site plan ground floor plan enlarged plans reflected ceiling plan roof pla n demo plan/doors//windows building sections building sections wall sections wall sections wall sections building elevations partition details details details details structu ra I (s) SN-1 structural notes and specifications SN-2 structural notes and specifications 5N-3 structural notes and specifications 5-1.1 foundation plan 5-1.2 roof framing plan 5-2.1 elevations and sections 5D1 .1 foundation details 5D1 .2 foundation details 5D1 .3 foundation details 5Dl .4 foundation details 5D2.1 structural details 5D2.3 details 5D2.4 details 5D2.5 details 5D2.6 details 5D2. 7 details 5D2.8 details 5D2. 9 details 5D2.10 details MF-1 paco intermediate moment frame (im~ plan and elevations MF-2 paco intermediate moment frame (im~ connection details mechanical (m) M 1 hvac notes and details M 1.1 hvac details M 2 hvac floor plan M 3 hvac oof plan T-24. 1 t24 notes & forms T-24.2 t24 notes & forms electrical (e) E 1 E2 E3 E4 ES E6 E7 EB E9 E10 electrical symbol list site plan electrical lighting plan electrical power plan electrical roof plan panel schedules single line diagram indoor t24 compliance forms outdoor t24 compliance forms lighting controls/electrical specs. plumbing (pl P 1.0 P 1.01 P 1.1 P 2.0 P 3.0 P 4.0 P 5.0 plumbing notes, legend, schedules & specifications plumbing details plumbing site plan demolition plumbing floor plan overall plumbing floor plan enlarged plumbing p lans plumbing roof plan interior design (id) id 1.0 furniture & fixture plan id 2.0 reflected ceiling finish plan id 3.1 wall finish plan id 3.2 fl oor finish plan id 4.1 interior elevations id 4,2 interior elevations id 5.1 interior details id 5.1 interior details landscape (I) 1 cover sheet 2 irrigation plan 3 irrigation plan 4 planting plan 5 planting p lan 6 irrigation details 7 planting details 8 irrigation specifications 9 irrigation specifications 10 irrigation specifications 11 planting specifications 12 planting specifications 13 planting specifications APPROVED THIS IS TIii. -\l'l'R()\ r:IJ ·1 i:, f.-\1 J\'£: \1.-\P SITE PLAN FOi{ !'!'l l_l f (.'] '\O. SPPIO~ I. PER CONOITJ< )\, '\.( ,. __ 6 Of' J•J~ \ ,,1,c COMMIS~IU~ RESOLUTIO t--0. b7Z..Q V..,1~ , t ttrz.110 · t. n l'LA N ING D[PT. DATE ENGINEERING DEPT D, J: 1 SDA ARCHITECTS & DESIGNERS BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM Project Consultant/Stamp: ~ groundfloordesign --1. ThtMigr,"'-ton .. dr...,,.ingll""' ""'98")'olto,o...,..IIIIOIIOl>l,_0<_, w, -..-i,, p,,~. ~ _, -wlll'I • a,,,i.e,, ..,._,,,_.-.ni lrl~-..tt!I SDA. 1.0o""1-. fll•--ISDA. 3.Do ........... ._,.. __ In _____ t .TTwldr.-lngOl~ta,-Dffig,l-onfl',~io-ot1 ___ ~-.--ootbl-t,,~---~ •. ~d,....-,g--b7-lo-ln•~-lotdit<:uttion. Ro, Date Comments 8.9.10 9.30.10 plan check submittal 10.22.10 bid sets & 11.2010 plan check resubmittal Project JAGUAR LAND ROVER CARLSBAD 5550 PASEO DEL NORTE CARLSBAD, CA 92008 Owner HOEHN JLR, LLC. 5454 PASEO DEL NORTE CARLSBAD, CA 92008 Drawing Title cover sheet Drawing Number Scale Date a 0. 1 Drawn Checked --l.w/,-OII0110 CURB AP 10'.SC TELE. R!SER \ \ / / YARD UGHT Of, 13'0 BASE \ ---------~--~ CTR Of GAS ..... "'-i METER ,RIABLE HEIGHT C, LOCI( WALL . q b • (TYP.) , I YARD iGHT O 3' , POLE OUNTE TO S'l I fACE F CMU /ALL I 0'l'.;'I l I i 0 ' i:n I '{ ! I !-J~ !-+-- / .,,,..-i l "-~ I enhanced concrete sf rima pervious paving surface refer to civil dwgs for -~ A,'S -- ,( nve o emain /I ie into (e) oncrete curb 12 " high concrete curb concrete display pad-provide power conduit-refer to elec. dwgs 1:).11;~ -· ,,~,\(, ~.' '~ \ \ pylon sig n~~:'(~ 0 nder \ separate permit)- \ \ provide power cond uit- '? \ '-' \ \ 13'-10" AC YARD LIGHT MOUNTED ON TOP OFCMUWAU ' N67'3 new light fixture on (el mount, typ, refer to elec. dwgs !' 11 11 +---+--t- t 90'-0" . q N ..,. . q 0- 10 service 18'-0 " 8'-6" Ci\lJOPY COR. -t --i 19'-11 ' -I -i 5'-0" CANOPY CANOPY COR. [\ i \ I \ ' \' -I - I ,\ ' \ \ f-- --·- 20'-9' CANOPY COR. L I ,------t--+- I ,.,- I 467.131 I I YARD LIGHT MOUNTED ON TOP OFCMU WALL VARIA 'LE HEI T , CMUB OCKW LL 1 1TYP.) ' I I I I -+ --t -1-1 1:-i- I L..._ stamped concrete under canopy-bomanite bomancron ashlar sJate, shale grey wall sconce-refer to building elevations and electrical dwgs (typ, of 7) -•~-' , __ -- ·;·\ ! I \J 20' fire access lane \ I I I I I I I 68.25 sq tt1 ~="==d=k=d===a"°F,;5~======a,/'r rt l waterproof uplight-refer to elec. dfgs 7typ,o 2)- :---; CONG. V-GUTTER redirect concrete swale- refer to civi l dwgs 323.06 lq" remodeled automobile dealership I BOLlA P ITYP; I I truncated dome 6 warning tiles I (tP; I a 3.2 36'-0" i-16':0" :-~--·~ +-'--+-=t--'!4~@:='9~' _-:0-::-" _j_-+--'-"-"''----+'---:3:c'@::--:'9'!-.' -0:-:.-=:c'"'--lcc::t - ~ AC M--' ~ g; A EME T r I I I I I I I ,t I ' ii \ I I I I \ I I I ' •' I • l) ■I I I II I ' I I I I •: existing roof access ladder to remain in place / -I AC I 11 I AC 136'-3 " I I I _____ _j,. I ----l. YARD LI HT + CANOPY Y D LIGHT ON 14"0 ASE__ CTR f POLE ,11 Y RD Li3 TON B" I \ ,. s!LYFACE I ,, ! I , I I , I i I, I ' \----t1l_ ---,, new 1 trash 1 encl. l I I I I I I 11 I I . I ,, ~7 11 '-2" CL r:ENCE AP 0.55 N,O fl 0.65' W/0 fl \ :.;ONC. V-Oi !Ci-1 1.05' W/0 P, Q VARIABLE HEIGHT CMU BLOC:{ WALL (TYP.i s: ~ °' N "' N z CL FENCE AP l CONC. V-U!TCrl ~ \ r~efer to elec. dwgs R/W \ ~~ \ z ,· \\\ CONC O 18"08A E W!SIGN CU BFACE t '1 CAN PYCdR ,P IE~IO'NTEQT N" Pf EME,N VA~I BLEHEI HT CURB <;-1 f CE OF MU WA L CMU LOCK ALL 1t.:-~-~"=1='=cL=J,,,==cJ==u~"'~~~~-aal~==1i:.El::lacL=aal~=i,~-1=a-=6==1==~-&l~=+===~=u =~'~L~d,,1g,~Y0d1d.,,!,,==e\1,,i;;,=w =~1=,~J..=4=.!.Jb:,l...!...J...~(T~Y~P1==1.J..=Ll\+==6b===~\ \ new luminaire fixtures at \ existing pole location- \\\ \er to elec. dwgs \.~,\ \ CURB AP L '/ARO LIGHT ON 18"0 BASE DLIGHT ON "'Q. POST APPR0X!MATE LOCA~, OF WALL COVERED W!TH :s, FOLIAGE "-~ MOi'IUMlci'I "' o~~ -\)-\ SIGN _,)} \ \ \ \ -~- CONC CURB ) ONE-STORY CONCRETE BLOCK BUILDING ,-----:~==--=-==---s_i __ tecelo•~I~~. APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR l'ROJECTNO. S:1,► (O-f2f CONDmu, ,o. b OF nA,N~~R COMMIS~IU.\ RESOLUT~~-6 'l'?Q G V/tlJ l--,,i IL-'l.7-:fO ~ ' f'l ,\N1fNG DU' r DATE ENGINEERING OE~!,fo -.., I SDA ARCHITECTS & DESIGNERS BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM Project Consultant/Stamp: _, groundfloordesign --1. Thi..., _,...,.,.........,11.., prop.ty<>fSD,1,.,..,.,lonat 1<>1>e-oor-, w, _.,.,,~excep,:w,--•..,,,-,-.,.-1n~-so,.. 2.0oOD1..,.. n,<b.ibl-.SOA. l . Oo ool OUplcN. ._,.. __ ., ______ S.Thll•-.pil....,......b'--~-.,,,,,,.,111_..,, ___ ..,.. ,.....,.........,,,..-"""-olil~i,....-,.,,_.,..""""'.__~_ t .Thlo ..................... bir ................. ~-lo,...__ "" Do~ Comment, 8,9.10 9,30,10 plan check ~bminal 10,22, 10 bid sets & 11.20.10 plan check resubmittal Project JAGUAR LAND ROVER CARLSBAD 5550 PASEO DEL NORTE CARLSBAD , CA 92008 Owner HOEHN JLR, LLC, 5454 PASEO DEL NORTE CARLSBAD, CA 92008 Drawing Title site plan Drawing Number Scale Date Drawn a 1.1 Checked --land,_ !»0110 ,,..-G \ BENCH ~ARK \\\ \ \\ \\ C' \ \\ \ \ \ \ CITY OF CARLSBAD B.M. CLSB-056 \ ELEVATION = 113.54 FEET Q \ A 2.5 INCH DISK MARKED LS6215. MONUMENT \ \ IS 0.2 MILES SOUTH OF CANNON ROAD ON THE EAST SIDE OF CAR COUNTRY DRIVE AT \ THE MOST NORTHERLY LOADING ZONE TURNOUT, SET IN THE CONCRETE APRON GUTTER, CENTERED ON TURNOUT AND 58 FEET EAST OF A FIRE HYDRANT. ,\ \ GRAPHIC SCAL~ \ \' 20 0 10 20 40 \\ ISO •~~-ic-~rl-.::1~1--1 _1_11 __ ~1 ( IN FEET ) 1 inch = 20 ft. NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPORT ANT NOTICE Section 4216/ 4217 of the Government Code requires a Dig Alert Identification Number be issued before c "Permit to Excavate" will be valid. For your Dig Alert 1.0, Number call Underground Service Alert TOLL FREE 1-800-422-4133 Two working days before you dig, 11'( o1 G \ ROAD 0 ~ c? ~<3 ?>'i 1 SITE -0 ~ "' AIRPORT """ 1, (!J llij ~ \l.O~D oj\D 0 'tc ~ <;;, 1SD ~ L cj\r(Y ~ c? VICINITY MAP NOT TO SCALE G:\P\JLR/0024\ 1002-ICGP.dwg 12/14/2010 2:11:46 PM PST AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. EASEMENT NOTES (FROM ALTA SURVEY BY TRUXAW 0 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS & 4SSOCIATIES, INC.} INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. ARCHITECT \ GENERAL NOTES - GRANTED TO: CITY OF CARLSBAD PURPOSE: LANDSCAPING RECORDED: NOVEMBER 30, 1972 AS INSTRUMENT AFFECTS: NO. 320456 OF OFFICIAL RECORDS THE SOUTHWESTERLY 10 FEET LIMITS Of ® GRADING hclGH . WAL \ AP~ T 'N T(V'® " L. Ut r M ,L OF TYi' \ \ r~-;AN &fi)Y II ® L -- \ 12" 'MDE OPENING-,---7-12" 'MOE OPENINGS AT,_-:::---_ IN,_ CURB 27' ON-CENTER AT u 64.5 TC · .. 4.0 FS RD LIG TC ~ --- 'l. LIMITS or GRADING \ ,;;; CENTER OF STALLS "- 4 / 64.9 TC 64.4 FS-JOIN 66.7 TC 66.2 FS "-, :,~.,, ""' SAWCUT & JOIN -;{,.--65:0 .J --1 '-ty,y \.- \ TRAN o• TO 6" \ DEEPENED FOOTING (4) 0.45' RISERS PROPOSED BUILDING ADDITION ~~ ~ITS Of ADING ·- "j-. -.,1., 2 p cAN_ ?AD ___ ,.___ __ -----66.9 TC 66.4 ± FS LIMITS or GRADING ------- \ AC CONC, CURB I , ,>" ® GRANTED TO: THE PACIFIC TELEPHONE AND TELEGRAPH COMPAN Y / PURPOSE: / PUBLIC UTILITIES, INGRESS, EGRESS SDA ARCHITECTS & DESIGNERS ' RECORDED: MARCH 22, 1973 AS INSTRUMENT NO. r -j 73-074588 OF OFFICIAL RECORDS AFFECTS: THE SOUTHWESTERLY 10 FEET 1-J''P ® PENIN S EVE CENT R OF ONE-STORY ® CO CRETE BLOCK BUILDING PROPOSED ROOF DRAINS ~¢\ ,s_(J ' " <-."' ~-:,,,, ARD ~, MOUN' _J ON e,, ® OF 0.IL WAL ~L -~ \ LIMITS Of GRADING \c, P" ' c,,'o'!> </o' \ ' I I I I ~ c,,'o· LIMITS Of GRADING ---- ENING cl ' ib (!) z < I 0 \ f' ~f I a:: ' ~ \ A v \ \ NOTE \ SEE ARCHITECTURAL PLANS FOR SIGNING AND STRIPING INFORMATION. \ I \ \ f _,, A A VE 4 VENTURE, SUITE 260 IRVl~E, CA 92618 (949) 754-0450 C M E I \ \_ < r \ \ t N ~ I ' \ reANSITIQN , 6 TO 12 CF \ \ \ \ \ \ \ \ ' I \ ' I I \ -N ,-. SA CUT & OIN ) \ 4 I TO BE DIRECTED INTO LANDSCAPE ~( ~C C 1 v~GUTTE ® AC PAVEMENT " ' f: .---<bl l!!I • APPROXIMATE cXA Tl~ ?'ou!~ COVERED 'MTH .9..>_,,1'-..._ CONSTRUCTION NOTES ONSIJE CD SAWCUT AND REMOVE EXISTING PAVEMENT, CURBS, GUTTERS, CONCRETE, ETC. I I I I I I I I 10 SAWCUT & JOIN 11.0 ± JOIN,5 )6"CF)72.8 TC 72.3 FS ~ 72.5 TC JOIN-72.0 ± FS --- --:7 2.3% I 72.1 TC I 71.6 FS 3!;6.91 ONE-STORY CONCRETE 81 _Q('V BUILDING PAVE WITH 6-INCH REINFORCED CONCRETE OVER 4-INCH AB OVER COMPACTED SUBGRADE. CONSTRUCT CONCRETIE CURB 1'11TH ZERO-INCH CURB HEIGHT. 1. CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS AND NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 9. CALL UNDERGROUND SERVICE ALERT FOR UNDERGROUND LOCATIONS 48 PAVE 1'11TH 4-INCH AC OVER 4-INCH AB OVER COMPACTED SUBGRADE. (PARKING STALLS) PAVE 1'11TH 4-INCH AC OVER 6-INCH AB OVER PLACE 6-INCH THICK LAYER OF GROUTIED RIP-RAP. (d50=4-INCHES) HOURS BEFORE YOU DIG. (800) 422-4133. 2. CONTRACTOR TO VERIFY POINTS OF CONNECTION TO PIPES, INLETS, CURBS, GUffiRS, ETC. AND NOTIFY TRUXAW AND ASSOCIATES OF ANY DISCREPANIES PRIOR TO CONSTRUCTION. COMPACTED SUBGRADE. (DRIVE LANES) ... QffSITE @ SAWCUT AND REMOVE EXISTING PAVEMENT, CURB AND GUTTER, SIDEWALK, ETC. ® CONSTRUCT CONCRETE CURB OUTLET, TYPE A PER SDRSD 0-25. o• CF 76.8 ± EG-JOIN 4 4 LEGEND AB = AGGREGATE BASE AC = ASPHALT CONCRETE BFP = BACKFLOW PREVENTER BLK = CONCRETE BLOCK BS = BACK OF SIDEWALK CB = CATCH BASIN CF = CURB FACE CL = CENTERLINE CLF = CHAIN LINK FENCE CMU = CONCRETE MASONRY UNIT CO = CLEANOUT CONC = CONCRETE COR = CORNER CTR = CENTER DCDA = DOUBLE CHECK DETECTOR ASSEMBLY DCV = DETECTOR CHECK VALVE DS = ROOF DO~SPOUT EG = EDGE OF GUTTER EP = EDGE OF PAVEMENT FD = FOUND FDC = FIRE DEPT. CONNECTION FF = FINISHED FLOOR FG = FINISHED GRADE FH = FIRE HYDRANT FL = FLOW LINE FS = FINISHED SURFACE GB = GRADE BREAK GM = GAS METER GR = TOP OF GRATE GV = GAS VALVE HB = HOSE BIB HP = HIGH POINT HT = HEIGHT ICV = IRRIGATION CONTROL VALVE IP = IRON PIPE LS L&T = LIGHT STANDARD = LEAD & TAG MH = MANHOLE NG = NATURAL GROUND N&T = NAIL & TAG OHW = OVERHEAD \l<lRE PB = PULL BOX PCC = CONCRETE PIV = POST INDICATOR VALVE PL = PROPERTY LINE TE = TRASH ENCLOSURE TP = TELEPHONE POLE TRAN = TRANSITION TRANS= TRANSFORMER TRW = TOP OF RETAINING WALL TW = TOP OF WALL UG = UNDERGROUND UP = UTILITY POLE VAR = VARIABLE W = WASHER 'MJF = WOOD FENCE WM = WATER METER Wv = WATER VALVE N. = NORTH S. = SOUTH E. = EAST W. = WEST N'LY = NORTHERLY S'LY = SOUTHERLY E'L Y = EASTERLY WL Y = WESTERLY N/0 = NORTH OF S/0 = SOUTH OF E/0 = EAST OF W/0 = WEST OF t = PROPERTY LINE It = CENTERLINE R/W = RIGHT OF WAY t,, = DELTA R = RADIUS L = LENGTH T = TANGENT M = MEASURED DATA C = CALCULATED DATA (RAD)= RADIAL BEARING PRO =PROPORTIONATE MEASUREMENT (210.00' R) = RECOOO DATA 210.00' M. = MEASURED DATA 210.00' PRO. = PROOATED DATA 210.00' C. = CAlaJLATED DATA (427.00) TC = EXISTING EIIVATION 427.00 TC = OE~GN EIIVATION --CA TV--= CABLE TV LINE --E --= ELECTRICAL LINE I --11,', __ , •·-CLF RD = ROOF DRAIN R\\\i = REDWOOD HEADER SCB = SIGNAL CONTROL BOX SMH = SEWER MANHOLE --G --= GAS LINE -GB-GB-= GRADE BREAK LINE -R -R-= ~OGE LINE --S --= SE\11£R LINE ([) SPK = SPIKE --SD --= STOOM DRAIN LINE h-· SW = SIDEWALK TC = TOP OF CURB --T --= TELEPHONE LINE --W --=WATERLINE SYMBOLS @ I I A FIRE HYDRANT CL---0 STREET LIGHT ext TRAFFIC SIGNAL c TRAFFIC SIGNAL ' ARM & POLE ¢: LIGHT STANDARD ==O== UTILITY POLE ~ GUY \l<lRE & ANCHOR \\\I WATER METER □ GM GAS METER □ WV WATER VALVE ® fr, GAS VALVE PS PULL BOX □ §I GRATE INLET 1 SIGN '6 \/ENT ® SEWER MANHOLE @ STORM DRAIN MANHOLE 0 TELEPHONE MANHOLE THIS PLAN 18: MANHOLE co SEWER CLEANOUT 0 ® MONUMENT WELL !El HANDICAP PARKING STALL CD LANDSCAPED AREA ® PROTECT IN PLACE ® REMOVE AND DISPOSE OFFSITE @ RELOCATE a> PLOTABLE EASEMENT ITEM No. PER TITLE REPORT -(4270)-EXIST. CONTOUR ~ DESIGN CONTOUR ~ TREE, SPECIES VARIES, v-TRUNK DIAMETER SHO~ PRELIMINARY CNOT FOR CONSTRUCTION) ~ EARTHWORK QUANTITIES I CUT: 95 CY FILL: 80 CY IMPORT: 0 CY EXPORT: 15 CY REMEDIAL: 200 CY •AC DEMOLITION: 525 CY PLANTIER MIX: 140 CY ,;J!!""'==========~ • A 6-INO, AC PAVEMENT SECTION WAS ASSUMED Fffi THE AC DEMOLITION o:JANTITY. PLAN PREPARED BY PLAN PREPARED FOR HOEHN JLR LLC JOSEPH C. TRUXAW & ASSOCIATES, INC. 265 S. ANITA DR., SUITE 111 ORANGE, CA 92868 (714) 935-0265 5454 PASEO DEL NORTE CARLSBAD, CA 92008 FAX: (714) 935-0106 DATE: 12-14-10 3. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS, BUILDING SETBACKS, CONCRETE COLORS AND FINISHES, STRUCTURAL DETAILS, WALKWAYS, EXPANSION JOINT LOCATIONS, UTILITIES, STRIPING, SIGNAGE, ETC. 10. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN E(THER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEtN REDUCED. 11. THE CONTRACTOR SHALL COMPLY 1'11TH THE SOILS REPORT (AND ADDENDA) FOR THIS PROJECT AND ALL RECOMMENDATIONS FROM THE SOILS ENGINEER. 0 · 0 ® (jJ CONSTRUCT CONCRETE CURB. (6-INCH CURB HEIGHT UNLESS NOTIED OTHERl'l1SE ON PLAN) CONSTRUCT CONCRETE CURB AND GUTTER. ® PATCH 'MTH FULL-DEPTH AC PAVEMENT. (8-INCH MINIMUM ••• CONTRACTOR SHALL APPLY FOR AND THICKNESS) OBTAIN ALL NECESSARY ENCROACHMENT I SH~ET I CITY OF CARLSBAD I SHE1ETS I 4. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE 1'11TH CURRENT CITY OF CARLSBAD, SAN DIEGO REGIONAL STANDARD DRAWINGS AND SPPWC STANDARDS. WORK SHALL ALSO CONFORM TO APPLICABLE BUILDING CODES (CA BUILDING CODE, CA PLUMBING CODE, ETC.) AS INTERPRETED BY THE CITY OF CARLSBAD. 5. ALL CONTRACTORS PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES 1'11TH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS. 6. EXISTING UNDERGROUND UTILITY LINE LOCATIONS WERE TAKEN FROM AVAILABLE RECORDS. OTHER UTILITIES MAY EXIST THAT ARE NOT PLOTTIED HEREON. 7. EXISTING UNDERGROUND UTILITIES ARE TO BE RELOCATED AS REQUIRED TO AVOID CONFLICT 1'11TH PROPOSED STRUCTURES. 8. EXISTING PUBLIC UTILITY EASEMENTS IN CONFLICT 1'11TH PROPOSED STRUCTURES ARE TO BE QUITCLAIMED 1'11TH THE APPROVAL OF THE UTILITY COMPANY. NEW EASEMENTS ARE TO BE GRANTED AT PROPOSED UTILITY LOCATIONS. 12. ALL TOPOGRAPHIC, BOUNDARY ANO UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM AN ALTA/ACSM SURVEY DATED 04-19-10 BY TRUXAW AND ASSOCIA TIES, INC. 13. THESE PLANS ARE BASED ON THE SITE PLAN PROVIDED TO TRUXAW AND ASSOCIATES ON 06-29-10. 14. ALL STORM DRAIN AND SEWER PIPE SHALL BE PLACED BEGINNING AT THE DOWNSTREAM POINT OF CONNECTION AND CONTINUING TO THE UPSTREAM TERMINUS. PIPE PLACEMENT SHALL BE CONTINUOUS. DEVIATIONS FROM THIS SEQUENCE 1'11LL NOT BE PERMITTED. POTHOLING INFORMATION, WHERE REQUIRED, SHALL BE OBTAINED AND PROVIDED TO TRUXAW AND ASSOCIATES PRIOR TO CONSTRUCTION. 15. ALL IMPROVEMENTS BEYOND THE LIMITS OF GRADING ARE TO BE PROTECTED IN PLACE UNLESS NOTED OTHERl'l1SE. ffi CONSTRUCT 48-INCH 1'11DE CONCRETE V-GUTTER. TRASH ENCLOSURE AND CONCRETE APRON PER ARCHITECTURAL DETAILS. (UNDER SEPARATIE PLAN CHECK AND PERMIT) CONSTRUCT CONCRETIE SIDEWALK. CONSTRUCT ADA RAMP IN ACCORDANCE 1'11TH CA TITLE 24 REQUIREMENTS, ADA GUIDELINES, ARCHITECTURAL DETAILS AND CITY STANDARDS. PATCH 1'11TH FULL-DEPTH AC PAVEMENT. (8-INCH MINIMUM THICKNESS} ® CONSTRUCT CONCRETE CURB TRANSITION. @ PERVIOUS PAYERS PER ARCHITECTURAL PLANS. •• PAVEMENT DESIGN SECTIONS PER THE RECOMMENDATIONS OF THE SOILS ENGINEER. YARD LIGHT \l<lTH 30"~ CONCRETE BASE INSTALLED FLUSH \l<lTH CURB FACE SAWCUT EXISTING AC & JOIN PAVEMENT p 10 5' FL OF VEGETATE SWALE .• ) • • ·.., .J I ., ·. ' f . _.. SECTION A-A NOT TO SC"'-.£ PERMITS FOR PRIVATIE IMPROVEMENTS 1'11THIN THE PUBLIC RIGHT-OF-WAY. 3' SAWCUT & JOIN EXISTING AC®_ PAVEMENT \ EXISTING p V-DITCH SECTION B-B NOT TO SC"'-.£ I i I ENGINEERING DEPARTMENT CONCEPTUAL GRADING PLAN FOR: ' JAGUAR LAND ROVER CARLSBAD 5550 PASEO DEL NORTE CONCEPTUAL GRADING PLAN OWN BY: RD PROJECT NO. DRAWING NO. CHKD BY: CD SDP 10-01 RVWD BY: ~Q