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Home My WebLink AboutMS 02-08; LOS COCHES VILLAGE; Tentative Map ExhibitCITY OF OCEANSIDE PACIFIC OCEAN _78 R/W 1"'' 4.5' 5.5' CITY OF ENCINITAS VICINITY MAP NOT TO SCALE 84' 4?' (l:_ ~2' I N I CITY OF VISTA ..,.~ q...0/ CITY OF SAN MARCOS -SITE __ n_ 42' '12' 10' R/W 5.5' 4.5 , ~ ----r: .. -.. -, 1----1----< --, -----------------------' t---- ::> 2:1 MAX WILY R/W 7' ' ,-------------------------r ' L _1_ -------.. .. ............ LJ ~---------------------' ----------.J CAMINO DE LOS COCHES NOT TO SCALE 24' (MIN.) 19'• 19'• • COMPACT ST ALL IS 15' DEEP TYPICAL DRIVEWAY AISLE NOT TO SCALE ADDED IMPROVEMENTS FOR THAT PORTION SOUTH OF ENTRANCE ONLY 107' 53.5' 53.5' \ ' EXIST R/W 4 , f,,,------=""'-----+•\_,7_'--, 1.5' 15' 10' 5' PROPOSED E'L Y R/W 3.5' TENTATIVE PARCEL MAP -SITE DEVELOPMENT PLAN LOS COCHES VILLAGE GENERAL NOTES TOTAL ACREAGE, 7,6 AC APN 255-031-20 NUMBER OF LOTS, 4 EXISTING ZONING: P-C EXISTING GENERAL PLAN DESIGNATION, C PROPOSED GENERAL PLAN DESIGNATION, C LOCAL FACILITIES MANAGEMENT PLAN: ZONE 11 PUBLIC SERVICES AND DISTRICTS, GAS AND ELECTRIC, SAN DIEGO GAS AND ELECTRIC COMPANY TELEPHONE: PACIFIC BELL SEWER, LEUCADIA COUNTY WATER DISTRICT WATER, OLIVENHAIN MUNICIPAL WATER DISTRICT FIRE, CITY OF CARLSBAD SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT AVERAGE DAILY TRAFFIC GENERATION, 8140 ADT SOURCE OF TOPOGRAPHY: RICK ENGINEERING PHOTOGRAMMETRY DIVISION DATED 8-2-02 SOILS REPORT BY, SOUTHERN CALIFORNIA SOIL & TESTING, INC, (SCS & T) DATED 1-22-02 EXISTING CONTOUR INTERVAL IS 2 FEET (M.S,L,), ESTIMATED GRADING QUANTITIES, CUT 1 29,000 C, Y, IMPORT 1 10,000 C, Y, FILL: 39,000 C,Y. REMEDIAL, 25,000 C.Y. FINISH CONTOURS WHEN SHOWN ARE AT 10 FOOT INTERVALS WITHIN SLOPES. PROPOSED CUT AND FILL SLOPES ARE NO STEEPER THAN 211, STREET RIGHT-OF-WAY WIDTHS ARE SHOWN ON MAP. EASEMENTS AS REQUIRED BY CITY AND/OR DISTRICT. EXISTING UTILITIES ONSITE TO BE RELOCATED AS REQUIRED. ALL PROPOSED UTILITIES TO BE UNDERGROUND. STREET LIGHTS AS REQUIRED BY THE CITY ENGINEER. FIRE HYDRANTS AS REQUIRED BY CITY FIRE MARSHALL. FINISH GRADES ARE APPROXIMATE AND SUBJECT TO CHANGE IN FINAL DESIGN. SEWER, WATER AND STORM DRAIN LAYOUT ARE PRELIMINARY AND SUBJECT TO CHANGE IN FINAL DESIGN. POTABLE WATER DEMAND, AVERAGE, 305 GPM PEAK, FIRE FLOW DEMAND, 3000 GPM SAN DIEGO COUNTY WATER AUTHORITY CAPACITY CHA~GE WILL BE COLLECTED AT ISSUANCE OF APPLICATION FOR ANY METER INSTALLATION. AVERAGE SEWER GENERATION, 0,019 MGD O 2500 GPO/ACRE TOTAL BUILDING COVERAGE (NET SITEl1 21,6¼ OWNERS METRO CENTER NORTH,LLC C-D SCRIPPS, LLC 41BBO LA JOLLA VILLAGE DRIVE SUITE •405 LA JOLLA, CA 92037 DEVELOPER C.W. CLARK INC, 41880 LA JOLLA VILLAGE DRIVE SUITE 0 405 LA JOLLA, CALIFORNIA 92037 (858) 452-7170 ENGINEER OF WORK RICK ENGINEERING COMPANY 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291-0707 J, z.~~C4 R.C.E. 027678 DATE LEGAL DESCRIPTION MS 02-08 SUP PARCEL 1 OF PARCEL MAP NO, 13970, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER, SEPTEMBER 25, 1985, AS FILE NO. 85-355261 OF OFFICIAL RECORDS LEGEND -··-·· ------SUBDIVISION BOUNDARY PARCEL 3 ------PROPOSED PARCEL NUMBERS F,F, 172 -----PROPOSED FINISH FLOOR ELEVATION -170------PROPOSED CONTOUR ELEVATION -o-s------PROPOSED SEWER SYSTEM (PRIVATE) -w-----PROPOSED WATER SYSTEM COMWD> ---@]::: --------PROPOSED STORM DRAIN SYSTEM <PRIVATE> ,,~6 ------PROPOSED SURFACE GRADE TW BW > PROPOSED MASONRY RETAINING WALL ------ T~ W/ TOP & BOTTOM OF WALL ELEVATION BW WWldbV2M ------PROPOSED SEGMENTAL RETAINING WALL W/ TOP & BOTTOM OF WALL ELEVATIONS l00M®I ------PROPOSED FIRE SERVICE CHECK VALVES ll>OI PROPOSED FIRE HYDRANT PROPOSED TRASH ENCLOSURE GUARD RAIL (M-7) TABLE 4:TRIP GENERATION FOR LOS COCHES CENTER 11111111111---1.5 5.5' 6" A.C. MIN. ON 6" A.B. MIN. RANCHO SANTA FE ROAD NOT TO SCALE J. 13746 ~-~<:EN~~~ 5620 Friars Road , San Diego, CA 92110-2598 • (819) 291•0707 • FAX (819) 291-4165 • www.rlckeng.com R, \fl 11146, Tl,LH.,sto·e\j /~litm1b, <lQn , ,&r•,_~ lbl '-R Tc~Stur,~ur ~~\Ip I c;l VI 0\Pen\o.c,I a,rnr.. p,in M -fE6•-20"~ ve, 1 , 21/.. -:::;--2:1 MAX 4" P.C.C. SIDEWALK 6"' TYPE "G" CURB DAILY TRIP DAILY AM PEAK LAND USE INTENSITY UNITS RATE PER TRIPS HOUR UNIT LOS COCHES CENTER SUPERMARKET 30 KSF 150 4,500 180 SPECIAL TY RETAIL 23.5 KSF 40 940 28 PAD 2 -BANK (WITH DRIVE THROUGH) 5 KSF 200 1,000 50 PAD 2 -STANDARD OFFICE 5 KSF 20 100 14 PAD 3 -MEDICAL OFFICE 23 KSF 50 1,150 69 PAD 4 -HIGH TURNOVER RESTAURANT 2.5 KSF 160 400 32 TOTAL DRIVEWAY TRIPS 89 KSF 8,090 373 NOTE: TABLE 4 PER LOS COCHES CENTER TRAFFIC IMPACT ANALYSIS PREPARED BY KATZ, OKITSU AND ASSOCIATES <APRIL 2003, REVISED AUGUST 2003). AM AM PM PEAK PM IN OUT HOUR IN 126 54 450 225 17 11 85 42 30 20 -100 50 13 1 13 3 55 14 127 38 16 16 32 19 257 116 806 377 PM OUT 225 42 50 10 89 13 429 ~-'• APPROVED filll(,l.l. THIS tS THE APPROVED TENT,a.TIVE'MAlltl!TE PLA P CONDITION NO.--.!:z.,._ ___ _ ~~~-~~ ~,~bu }:j -0------ ----- ------------- ----- ----------- ------ PROPOSED ENHANCED PAVING EXIST, STREET LIGHTS EXIST. FIRE HYDRANTS PROPOSED CURB PROPOSED LOT LINE PROPOSED CONCRETE SWALE PROPOSED GUARDRAIL PROPOSED REMEDIAL GRADING LIMITS PER SCSI!< T GEO TECHNICAL REPORT PROPOSED SURFACE PAVING DATE: 03-14-03 REV: 06-06-03 REV: 1 0-03-03 REV: 12-03-03 SHEET: 1 OF 3 I 3: .... CJ) 9. 0 wN I 0 00 :; :i ; , ··-i -- DETAIL A SCALE 1" = 40' J. 13746 Ill. ~~EN~NEER~~~ 5fl20 Friars Road • &m Dieeo, CA 92110-2596 • (619) 291-070'7 • FAX (619) 291-4165 • -.rickooK-CUW R• ,D_ I 3 146\ HLRestcr-a\3 74611112 . .:ion \ \S(y _r I Dl \R lcl<StaMards\ ID I o t VI O\Peri\CO ICOO\P. per, JO·OEC -2003 10•54 TENTATIVE PARCEL MAP -SITE DEVELOPMENT PLAN LOS COCHES VILLAGE .. . . . //// .·. EXISTING 100 YR FLOOD INUNDATION LIMITS ~:::---,..:_.J PER LOMR IN PROCESS WITH FEMA .· . I I VEHICULAR GUARDRAIL CAMINO DE LOS COCHES .! L..J --.J I --.J I ~ ,'._) j I r GEOGRID SECTION A-A NOT TO SCALE F.F. 174, 10 ./ ... /· ,x11'CA>. / PEDESTRIAN GUARDRAIL KEYSTONE SEGMENTAL RETAINING WALL O.G. ----~.__ PARKING 5 . : -' --·,,"-o. ' ,-,.,...,:., 5 (202.7) ~, ~· ., ~I PEDESTRIAN 1 GUARDRAIL CAMINO DE LOS COCHES ls , 1 , , s d ,p=:a BROW DITCH f .F, 171~ / ! BUILDING WALL RETAINING WALL FIRST LEVEL PARKING O.G. ds;5====,--L... SECTION B-B NOT TO SCALE . I -✓-! WATER UALITY STORMCEPTOR F.F. 173.00 .. PARCEL 2 AREA 220,739 S.F. PEDESTRIAN GUARDRAIL >--g ~e. a:, • • 0.. a:>10 ~.:s: •·y VARIES 5' 0.5' a:, "' 0:: _J ::, <( u 0.. "' 0 w 0.. 0 0 "' er 0.. V) 0.. ., ... !,. a:, "' 0:: ' ::, 0:: u ,-: I- V) V) X x w w 10' IMAX) RANCHO SANTA FE +---~ RETAINING WALL l ADA WALKWAY 14' CMAXl PARKING --------RETAINING WALL SECTION C-C NOT TO SCALE . ' l I F.F, 171,50 15' 5' 0.5' a:, "' er ' ::, 0:: u I-I- V) V) X X w w RANCHO SANTA FE SECTION D-D NOT TO SCALE 825 40 20 MS 02-08 SUP CURB & GUTTER \ LANDSCAPED PARKING GE OGRI O ___,/,~-----1--; SECTION E-E NOT TO SCALE 0 40 KEYSTONE SEGMENTAL RETAINING WALL ii ~. ,I ~I I ~ 80 120 ---- GRAPHIC SCALE 1"= 40' DATE: 03-14-03 REV: 06-06-03 REV: 10-03-03 REV: 12-03-03 SHEET: 2 OF 3 030401. s: I\) CJ) 2,0 w"-> I 0 00 .. ,• . ~~· R, ,o_ 1 31~6\ h,cRes to.-e\3 i'46trn3. <l<;ln \\Sfv ,· I Pl \R lc,~StCl<"lclare1s, 1 p I ot VI 0\l>en\cal comp. pen 30-DfL-2003 10•51 I I I I I I / / WATER QUALITY STORMCEPTOR F.F . 173.00 / / / / / / ------ ZONE A 100 YR FLOOD AREA PER 6/19/97 FLOOD INSURANCE RATE MAP APN 255-031-26 OWNER REAL ESTATE COLLATERAL MANAGEMENT CO L \..~·: ...... ~L . ";;;ll L-_.., ------------ 0 =====-= --- 170 I . ~1ft,,,r,JI I ,,.,....l, -"-\\I~--\ I 7h --i--Ill I -112 -£EY <9~ T ------ --------------------- I I I I -------------- I I I I .. I . f I I ------------- SEE SHEET N0.2 ------ / / / /.' t ,, . ' ,, \ / ,' / h . if,*;,. / 40 20 0 40 , f I 80 / I--::, 0 •z 1--<[ V>w x_, WU 120 ----- GRAPHIC SCALE 1''= 40' / / ~ ,·>1 I\;-Cl, 15' ro 1.5' 5' co .. a: ' co ::, a: a: -1~ FIRE HYDRANT u ::, 1--u LOC ATION TYP 1--</) . "' x Cl, Cl, w 4'FENCE x 0 De, w a: a'.-w Cl, Cl, <I) SEGMENTAL RETAINING _J .. a: SECTION F-F NOT TO SCALE I I '2. ~~~ •• , :Z·/feif / <I) "' w 0 a: 1--<[ > Cl, ::, MS 02-08 SUP DATE: 03-14-03 REV: 06-06-03 REV: 10-03-03 REV: 12-03-03 SHEET: 3 OF 3 0304 04 s u) CJ) 9.0 u) I\) I 0 0)