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HomeMy WebLinkAboutCT 03-03; BRESSI RANCH LOT 1 OF PLANNING AREA 15; Tentative Map Exhibit-5 I PROJECT SITE ' -fl· 11 'I)\, ROAD --~ §! ~ ,., l~ :\ GEN. AMERICAN LIFE INS. 11 cE Ra'<-APN 21 J-OJ0-17 Q 'r''f. ~ I >. -., LENNAR COMMUNtnES ~ PALOMAR i;:j I ' 0 '< LENNAR BRESSI VENTURE I ',. I APN 213-030-18 I '" 0 ----, I I :,; BRESSI RANCH I :::, 11 I 0 \\ I L . I -~ --;-----:::-----l:;:f I I~ \I SUBDIVISION . l I :a: I I BOUNDARY _____ _J w\ u\ " ; II ?< ~ QI 0. I VICIMTY MAP NO SCALE PROJECT SITE GAIEWAY RO \ KEYMAP= BACKBONE SURFACE AND lJTIUTY IMPROVEMENTS NO SCALE PER ORA WING NUMBERS : ==!I= ROADS 400-8E EL FUERTE STREET 400-8G EL CAMINO REAL 400-8 RESIDENTIAL BACKBONE 400-88 INDUSTRIAL BACKBONE 397-J AND 397-K POINSEmA LANE R/W 72' R/W 36' 36' 10· 26' 26' 4.5' 5.5' Fl E HYDRANT AS SHOWN ON PLANS (TYP.) ~.5.5~ ~ STRUCTURAL SEC710N J PER CITY OF CARLSBAD 4.5' STREET LIGHT AS SHOWN ON PLANS (TYP.) 2.5' STANDARD SPECIF/CA Tl S II-+""'-- 4" CONTIGUOUS P.C.C. - SIDEWALK (TYP.) 6" TYPE "G" CURB-/ & GUTTER (TYP.) ·-·UNDERCUT PER SOILS [NG/NffR'S RECONMENOA TION EX/817NG GATEWAY ROAD TYPICAL SECTION -PER owe. NO. 400-88 NO SCALE 6" TYP. R/W 60' R/W 0.5' ACCESS STRIP JO' 13' 17' 5' 7.5' ' 1 ' ·,--ARKIN IRA VEL 8 5, FIRE HYDRANT · AS SHOWN ON I PLANS (TYP.) 30' 17' 10' 7' 5 TRAVEL ARKIN STRUCTURAL SECTION PER Cl TY OF CARL SBA TANDARD SPECIF/CA Tl S 2%. I 2: 1 MAP,..,.,.~!L,,! .1'J 4• NON-CONTIGUOUS_,//·.·. P. C. C. SIDEWALK OVER 6" AB (TYP.) 6" TYPE •c• CURB & GUTTER (TYP) ··-UNDERCUT PER SOILS ENGINEER'S RECONMENDA TION EX/S17NG ASHTON DRIVE AND DART7NGTON DRIVE TYPICAL SECTION -PER CT 02-14 NO SCALE 13' 8.5' 12! 6" TYP. ,'_ \Enqr\2179\,0 ions\SDl'-.PAJ5\2479-i'MCP--Cl.o'w9 08/29/20()3 ()9:i!554 AM fJU.1 0.5' ACCESS STRIP STREET UGH T AS SHOWN ON PLANS (TYP.) BRESSI RANCH LOT 1 OF PLANNING AREA 15 TENTATIVE MAP CT 03-03 CONDOMINIUM PERMIT PLAN CP 03-03 PLANNING AREA 3 LOT J O,S. -J ~ LOT 17 ~ WATER QUALITY-j ~ FEATURE 2% -- 6" TYPE 'G' CURB OR EQUIV. PER SDRSD G-2 29' 6.5' ......... J' V-0/TCH PER J'± STANDARD DETAIL t;J G-12. ~~ c'.§~ VARIES 2-5% -- PLANNING Nit,~ 4 LOT 4 GAlEWAY PLANNJNG AREA 6 LOT 6 PLANNING AREA 'IO LOT 10 WATER QUALITY·-\ FEATURE ~.--- ct 24'1GUE 12' 12' 5.0' LANDSCAPE 4.0' STR CTURAL SECTION ~ 4" NON-CONTIGUOUS P.C.C. SIDEWALK (TYP.) TO BE DETERMINED 8 Y SOILS ENG/NffR SECTION 1 NOT TO SCALE ct ..J DRY U71LITY JOINT TRENCH ~6" TYPE 'G' CURB OR EQUIV. PER SDRSD G-1 20' 20' 29' PARKING STALL PARKING STALL I STRUCTURAL SECTION TO BE DETERMINED BY SOILS ENG/NffR t;J ~ CIT~ OF CAIZ f>&,D 'i.TP, ~tj '5 1F1c:Jl,i10N5yARl[S c3~ 2-5% 2% --·- \ VARIES 2-5%~/ WTR--{) ().__Sit!? SECTION 2 NOT TO SCALE TYPICAL PRNA TE STREET 8ECT70N8 o.s, 3 LOT 19 PLANNING AREA o LOT 5 ! Pl.,~NNING . AH.EA 13 SHEET INDEX MAP SCALE: 1" = 400' 0 SHffT NUMBER OWNER / APPLICANT NAME: BRESSI GARDENLAN[, LLC., A DELAWARE LIMITED LIABILITY COMPANY, AS OWNER BY: LENNAR/LNR CAMINO PALOMAR, LLC., A DELAWARt LIMITED LIABILITY COMPANY LIABILITY COMPANY, ITS ADMINISTRATIVE MEMBER BY: LENNAR HOMES OF CALIFORNIA, INC., A CALIFORNIA CORPORATION, ITS MANAGER ADDRESS: 5780 FLEET STREET SUITE 320 CARLSBAD, CA. 92008 PHONE: (760) 918-7765 CLIENT REPRESENTATIVE HOFMAN PLANNING 5900 PASTEUR COURT SUIT[ 150 CARLSBAD, CA. 92008-7317 CONTACT PERSON: MIKE HOWES PHONE: (760) 438-1465 LEGAL DESCRIPTION - o,s, 4 LOT 20 LOT J OF CARLSBAD TRACT CT 00-06 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14600, ON FIL[ IN THE DmCE OF THE COUNTY RECORDER OF SAN DIEGO ON MAY 29, 2003 OF OFFICIAL RECORDS. BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON ON CENTERLINE OF EL CAMINO REAL ~ NII • - LOCATION: . COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R/800 288+89EC ELEVA 7/0N: 311.407 M.S.L. DATUM: N.G. V.D. 29 -~~~~---- LEGEND PROPOSED PROPER TY LINE PLANNING AREA 15 BOUNDARY LOT LINE EXISTING CONTOURS .. PROPOSED CONTOURS .. PROPOSED SL OPE PROPOSED RETAINING WALL. PROPOSED SEWER MAIN/ MANHOLE. ---- ··J70 ·---250'--- .--,,----0----- PROPOSED STORM DRAIN & CLEANOUT OR INLET. .. . .... O======== PROPOSED WATER MAIN .... . ..... ---w------ PROPOSED FIRE HYDRANT. EXISTING STORM DRAIN & CLEANOUT OR INLET EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING FIRE HYDRANT DAYLIGHT LINE --~ ----ff--...---- BROW DITCH => EARTHEN SWALE SLOPE GRADE . PROPOSED STREET LIGHT . PR/VA TE STREET LOCATION/ACCESS POINT . DISTANCE BETWEEN INTERSECTIONS (CENTERLINE TO CENTERLINE). ---Jv--7 J06' t----'1,-- GUEST PARKING . IND/CA TES ABUTTERS RIGHTS OF ACCESS RELINQUISHED PER MAP NO. 14800. GENERAL NOTES 1. EXISTING AND PROPOSED ZONING ROM/ C-2/ C-F 2. EXISTING AND PROPOSED GENERAL PLAN RH/ L/ CF J. PROPOSED PROJECT IS LOCATED IN LOCAL FACILITIES MANAGEM[NT PLAN ZONE 17. 4. TOTAL AREA WITHIN THE PLANNING AREA BOUNDARY IS 5.68 ACRES. 5. GENERAL UTILITY EASEMENTS ARE LOCATED ON LOT 1 OF PLANNING AREA 15 AS SHOWN OH SHEET No. 3. 6. CUT AND FILL SLOPES ARE 2: 1; INTERNAL SLOPES VARY. 7. GRADING SHOWN HEREON IS PRELIMINARY AND IS SUBJECT TO MINOR REVISIONS MADE DURING THE FINAL DESIGN PROCESS, IN ACCORDANCE WITH APPROVAL FROM THE CITY ENGINEER AND PLANNING DIRECTOR. 8. MANUFACTURED SLOPES LOCATED IN AREAS TRANSITIONING TO NATURAL OPEN SPACE SHALL BE CONTOUR GRADED TO BLEND WITH NATURAL TERRAIN. 9. SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT 10. GEOMETRIC EARTHWORK QUANTl71[S: CUT=/1,000 CY., FILL=6,000 CY., EXPORT=5,000 CY. 11. THIS TENTATIVE MAP INCLUDES LOT 1 THROUGH LOT 5 OF PLANNING AREA 15. 12. AVERAGE SEWER GENERATION: 2935 FU, _ 100 DU'S. 13. AVERAGE WATER DEMAND : 2233 FU, 360 GPM PEAK WATER DEMAND: __ (SEE'Sl/~ET 2) FIREFLOW DEMAND: TYPE I -1,500 GPM -AU TOMA TIC SPRINKLER NOT REQUIRED (PER UNIFORM FIRE CODE) 14. PROPOSED AVERAGE DAILY TRAFFIC = 800 ADT FROM AFFORDABLE HOUSING ONLY 15. LOT 1 OF THIS SUBDIVISION IS ,A CONDOMINIUM PROJECT AS DEFINED IN SEC710N 1350 ET. SEQ. OF THE CIVIL CODE OF 'tlf(~STA TE OF CALIFORNIA AND FILED PURSUANT TO THE SUBDIVISION MAP ACT. THE TOTAL 'NUMBER OF CONDOMINIUM DWELLING UNITS IS 100. lJTILmES WATER--------------CARLSBAD MUNICIPAL WATER DISTRICT SEWER--------------C/TY OF CARLSBAD STORM DRAIN---------CITY OF CARLSBAD GAS AND ELECTR/C------SAN DIEGO GAS & ELECTRIC TELEPHON[-----------SBC TELEPHONE CABLE T. V.-----------ADELPHIA CABLEVISION BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS TENTATIVE MAP IS THE CALIFORNIA CODRDINA l[ SYSTEM, NAO BJ, ZONE 8 AND WAS ESTABLISHED BETWEEN STATION NO. V-2002 PER R.O.S. 14023 AND STA 7/0N NO. SDGPS-41 ESTABLISHED BY THE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK, I.E., N88'54'05"W THE COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID DISTANCE=GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHOWN HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE AT STATION V-2002 IS -0'32'51.881" QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. APPLICA 110N NO. ~oc< a,H•' < , __ .,,. lfNTATIVE TRACT MAP .... PLANNED UNIT DEVELOPMENT CT 03-03 1 PUD 03-03 \, ASSESSOR'S PARCEL NO. 213-030-18 PRELIMINARY SOILS REPORT BY: ~: • -""--~ -~•-c"' [_f~:iE~:~/,:;_~~~:.,;;1-:- L[IGHTON AND ASSOC/A TES, INC. DA TED MARCH, 4002,--~· • ,: 1 ' \ ' 1 1 I . ! JAMES M. KILGORE, R.C.E. 46692 DAIT REGISTRATION DESIGNED EXPIRES 06-30-07 BY: PM SURvEY REVIEW: REv1EW: :,.. "' SHEET 1 OF 4 ' tJ JJ i z Ci) z C $ to m JJ 0 1J l> ~ z Ci) z C $ to m JJ □ JJ ~ z Ci) z C ~ to m JJ SUMMARY TABLE OF SITE STREET ADDRESS ACCESSOR'S PARCEL NUMBER EXISTING AND PROPOSED ZONING - EXISTING GENERAL PLAN LAND USE - PROPOSED GENERAL PLAN LAND USE -------- TOTAL BUILDING COVERAGE _ OPEN SPACE/LANDSCAPE AND RECREATIONAL SPACE SQUARE FOOTAGE - STORAGE SPACES (CUBIC FOOTAGE) A VERA GE DAILY TRAFFIC - .... NORTHERN PORTION OF MASTER PLAN AREA 15, SOUTH OF PA-4, EAST OF PA-6 AND WEST OF EL FUERTE STREET 213-030-18 -RDM/C-2/C-F -RH/L/CF -RH/L/CF 75,360 SF 95,333 SF N.A. 800 ADT SITE DEVELOPMENT PLAN STATISTICS BUILDING COVERAGE PR/VA TE STREET AND PARKING AREA OPEN SPACE/LANDSCAPE AND RECREATIONAL SPACE TOTAL SITE TOTAL BUILDING SQUARE FOOTAGE CUBIC FEET OF STORAGE 1. 73 AC 1.76 AC 2.19 AC 5.68 AC 98,070 SF N.A. (PROVIDED WITHIN GARAGE UNIT) TYPE OF UNIT REQUIRED PARKING SPACES UNITS SPACES/UNIT RESIDENT GUEST ------- 2 BEDROOM 60 120 -2/UNIT ------+--+-~'-----+-----+------l 3 BEDROOM 40 2/UNIT 80 - TOTAL 100 200 28 SITE DENSITY STUDY LAND AREA RESIDENTIAL UNITS: 2 BEDROOM -PLAN 1 (863 SF LIVING AREA) 2 BEDROOM -PLAN 2 (929 SF LIVING AREA) 2 BEDROOM -PLAN 2A (1026 SF LIVING AREA) 3 BEDROOM -PLAN 3 & 3A (1100 SF LIVING AREA) TOTAL DENSITY * A TOTAL OF THE 100 UNITS IS ALLOWED PER THE BRESSI RANCH MASTER PLAN DA TED MAY 2002 . PARKING SUMMARY REQUIRED PARKING: 100 UNITS x 2 (+2 BEDROOM) GUEST ( 10 UNITS x .5 ) GUEST ( 90 UNITS x .25 ) TOTAL PARKING REQUIRED PROVIDED PARKING: = 5.68 ACRES TOTAL UNITS SQUARE FOOTAGE ON SITE (LIVING AREA) -40 UNITS -3452 SF -10 UNITS -929 SF -10 UNITS -1026 SF -40 UNITS -4400 SF -100 UNITS * 9807 SF -17.61 DU/AC = 200 SPACES -5 SPACES -23 SPACES = 228 SPACES OFF -SI TE ( i--\P c.,m:,· q Ne~ ~o<t-O\"F"f(Sl' fef';t.\u {'~1-.ki.} -24 SPACES ON-SITE -80 SPACES CARPORT -20 SPACES HANDICAP -4 SPACES GARAGE -100 SPACES GUEST (PARKING STALLS © SHOWN ON SHEET 4) = 21 SPACES BUILDING TYPE SUMMARY BUILDING TYPE SQUARE FOOTAGE PER BUILDING TYPE I NO. OF BLDG. LIVING AREA PATIO/DECK GARAGE/STORAGE TOTAL AREA TOTAL COVERAGE 10 9,807 SF 4,957 SF 3,270 SF 18,034 SF 7,536 SF WATER AND SEWER DATA BUILDING TYPE FIXTURE UNfT5 (RJ) PER BUILDING TOTAL SfTE RJ NO. OF BLDG WATER SEWER TOTAL WATER f------+----+---------1---------+-- TYPE I 10 155 FU 145 FU 1550 FU TOTAL SEWER 1450 FU IRRfGA 170N PEAK DEMAND= THE /RR/GA TION SYSTEM WILL BE DESIGNED SO THAT NO VAL VE, OR COMB/NAT/ON OF VALVES HAS A PEAK DEMAND GREATER THAN 55 GPM. FIRE R..OW DEMAND= (PER UNIFORM FIRE CODE) TYPE I -1500 GPM -AUTOMATIC SPRINKLER SYSTEM WILL BE PROVIDED. = -i -u:, 01-1.,.rn; y\'l..1 V A:n:r· ';I ,--• ~. , = 249 SPACES 11-1cwolt,.Y.,. f0!?(-1, f1'4ll!-l"'ct TOTAL PARKING PROVIDED PARKING RA TIO 155'-6" J' (TYP.) -'--- = 2.5 SPACES/UNIT ~-LIMIT OF PARKING .,., "' "'I/ AREA DRAIN- ( V-0/TCH PER DETAIL NO. G-12 N o, -_-----jf-----+---+----l-l----_--,i'----1--~~~-~--Y- CS) rlsl (SJ (Sl ! I - (Sl r,(Sl (s'J r = CARPORT PARKING (2 SPACES) 6.5'--- I I - FIPN£/SRHPF,LLAONOR ~-·-.r...__ c-.. INNER COURTYARD -1 ~,-_ AND PA TIO PER I-----"-' WATER SUBMETER --(METER LOCATION PER ARCHITECT PLANS) AREA DRAIN C ~! I J ___J!E-:g . 1% 1% ---. ---_ --HP ~ ~ ~ ~? 1% 1% HPI ' \ \"--AREA DRAIN _____,./ AREA DRAIN~ BUILDING FOOTPRINT AND TYPICAL DRAINAGE NOT TO SCALE (SEE ARCHITECT PLANS FOR DIMENSIONS AND DETAILS) JAMES M, KILGORE, R.C.E. 46892 DA TE REGISlRA TION £)(JJIRES 06-30-07 DESGNED BY: PM REVIEW: SURVEY REYlEW: - ~ Vi Sc ~ ~ « c:, • I~ -< I.~~ oO o;J; ON ojd-. "' -'D ~ ~-:;, c:, c:, ~ ;:!j " "" C'.'.l Cl ...... 0-, o-c--'D ~ ~ ~ ~ "' 0 ~ 'Ol .. § ~ SHEET 20F4 ' ' ~ ~ a :.0 ~ 2 G) 2 C s Ill m :.0 a ll ~ 2 G) 2 C s Ill m ll a :.0 ~ 2 G) 2 C s Ill m JJ LI 90'00'00" R=20.00' ______________ __iL~31.42' 13=: • "' ...., !""' a, -...., ...., p LJ-\J\JJ\JJJ\J G t\r)rt\? r \rl.t::'.r\ . "' \g / ;z LI 6"30'14" /) R=325.97 ,: L=37.00' . LI 119"22'32"~ R=12.00' ' L=~5.00' /,.-'. I. \Lnqr\_2179\Pluns\SOJ• rA 15 \)A79-TMCP-03.dwg · · AM PDT 08/29/2003 06· 42·04 GA TEWA f ROAD N 83°21'31" E 428.46' LI 91"42'38'. R=20.00' L=32.01' p LJ-\J\jJ\jjJ\j G J-\ r) r /\ 1 ri c r\ i.1 .. ·. Ll 9'01'41" <:· R=264.00' L=41.60' LI 89'59'53" R=20.00' L=31.42' LOT 2 2.53 AC. LI 6'55'09" R=330.00' L=39.85' N10'02'22"W LI 35i2 • · R=264.28' L=162,39' Ll 51 ·49'21" R=10.00' L=9.05' LI 32"47'20" R=60.00' L=34.34' LI 51"49'27" R=10.00' L=9.05' LI 32"48'15• 86'52'27"[ R=60.00' 1_4.:.36' L=34.35' « 86'52'54"[ N86'52'54 "[ ::.:'l~./.:: ~ ~i:16//// TOWN GARDEN ROAD i ····· ... 1~ 1.02 AC . ., .. ·· ""7 ~,.-,, • I N 6'52'5~ ~:Y'5f•(' ~ 51.18 -7,,;,/~p 74. 18' 1 Fl~ LI 90'00'07" 0 '"\_ I p ...; R=20.00' LI 119"58'02" I 8 ~ L=31.42' R=60.00' I 2: L=125.63' LOT 3 1.98 AC. LI 9ouo·oo· 17.44' R=20.00' L=31-/£:(! ~/ _/. // uLf« &-1.· 1~_9.:(-,s_J'J8"£ \_ . 21J.92' .. ... '.••" LI 1617'42" . R=177.93' L=50.60' p L J-\ J\J J\J J J\J G J-\ FLE J-\ 7 LOT 5 14.18 ACRES N73'51'23"W 11.52' LI 74'40'58" R=19.94' L=26.00' • Ll 78i0'50" R=24.97'. L=34.07': ;.,-; . BR GA 1FWA y ROAD /At,, .. y • R=27 .00' L= 2.89' . ,1 58'44'38" 'ESSI RANCH WAY R=33J~~--------------------- -38.34' LEGEND ~ No. 46692 Exp. 06-30-07 STREET LOCA nON / A WA/lie ACCESS RIGHTS LI 97°22'42" · R=24.98' CCESS POINT C/V\\. OF C~l I~ . R.C.E. 48892 JAMES M Kil.GM[, DAlE Rl:QSlRA TION DESIGNED PII SUR\£Y EXPIRES 0&-30-07 BY: R£\1EW: REVIEW: SHEET 3 OF4 ~ ~~ □o •c @ • z ~ I D al □ D ~ 2 (j) 2 C ~ tD m D EXISTING FIRE ---.._ HYDRANT PER OWG. No. 400-8 ~ L., L., L ~ <( -l Q <( LL.l cc: <( EXISTING FIRE P LJ-\J\JJ\JJJ\J G --7 J EXISTING STREET -~ LIGHT PER OWG. No. 400-8 R w 5 ~ 90"00'00" .· R;2D.00,' "' l =31.42 • V; 1 : 2 rh1TE --+-'---- GUEST PARKING Ii~ HYDRANT PER DWG. No. 400-8 -- i'i\ : g -R _. "' 0, .w "' \il ~ . t-.)._ ~ .. -· :-" ... N v .5'TYP ~.---; ,-;_S::...:o~-=-:..____................ ----:=-. ~l L., -L., L., <( -l Q _f3 REMOVE EXIS G STORM DRAIN ~ND DESIL T BASIN ER DWG. NO. 400i-8A T'---, <( EX/STINGS~ LLl DRAIN PER D cc: No. 400-8C <( EXISTING 11R HYDRANT PER DWG. No. 400-=-8 EXISTING STREET ;:J LIGHT PER I DltfJr No 400-8 WATER QUALITY FILTRATION FEATURE PER PLANNING AREA 7 s EXISTING STREET .-<'=-----~1-- L/GHTS PER DltfJ. No. 400-8 ,, I I C I ~ 119i2•32•_j• R=/2.00' Li.25.00' ./!Ii! .• ·., ~ I·\~ n1r-,C'4/Y\Plons'.SDP PAlS\2479-IMCP--04.dwg 08/21/i.:'003 06:43=00 AM PDT • FF386.6 EXISTING STREET LIGHT PER DWG. No. 400-8 \ ROAD <PER oWG. "' ~ D '"{ .,f.()(} ... 0 EXISTING STREET --- LIGHT PER OWG. No. 400-8 No. ,f!00-8 R 2: ---- EXISTING FIRE HYDRANT PER OWG. No. 400-8 . 5 ~ . ., . '"-l • 5 ' R • "' I 1 BLDG 7 ~ 9"01'41" R=264.00' R L=41.60' . H1 19.9' I RIM 401.0 IE OUT 395.5 7' I · I 4'67~ l-,.,!;,,...,,},,........~..J,......L-L-...L.,--,--.-1-,~-=~-+-' ~ '~~ FF 4016 "a 390 3118.5 1.0X \ ~ 11 1 ~ @@IEIN li.4 IE OU 76. \ .•. \ ©© © ·, -;;:,\ :. \ FF 3116.6 ~..:,. ..... . .Xi ~ ·: . .' ..... :, ..... ::· .,: . .. - ' -~" ~--= s .·• .. "' -~···· ~T 3 ·9 \ ~1£ .• ~ \ EXISTING FIRE HYDRANT PER D WG. No. 400-8 2.5X . I g: "' - FF3962 I.OX ©© 1.0X ·-........................................ FF394.3 [! N86'52'54"E 280.59' FF394.3 • I I I I I .. I ,-. :.:· __ tl!fJ-1 No. 400-8 \ EXISTING STREET LIGHT PER DWG. No. 400-8 EXISTING STREET -- UGH T PER O WG. No. 400-8 P LJ-\J\JJ\JJJ\J G s RIM 394.4 IE OUT 388.0 EXISTING MASS GRADE P LJ-\J\JJ\JJJ\J G L 1 \5' "' ~ c:, ~ ~ l'.! VARIES 6-9' (TYP.) 12" (TYP.) t L VARIES 1 0-3' (TYP.) LONGITUDINAL SLOPE = 0.5 TO 2.0X (TYPICAL) SEC110NF-F WATER QUALITY FILTRATION FEATURE NO SCALE EXISTING GA TEWA Y ROAD PARKING SPACES 6" TYPE 'G' MEO/AN CURB ±3.9' RETAINING WALL PER STANDARD DETAIL C-6 7.3'± 4' SIDEWALK 2. OX SLOPE SEC110NE-E SCALE: HORIZ. 1"=8' VERT. 1"=8' WALL AND FENCE DETAIL PER LANDSCAPE PLANS FF=J8B.5 ~ ., ~ 7.3'± PER OWG NO. 400-88 6.J'± fil 4' ~ SIDEWALK tJ I ~ .Jl;p::,:::f'l 4' J.5':t ...!.FF!..e=:::40':'c'..c1.~6 ...1.....i!¥?·g,,~xE~-=:;Sl~DE~W.;;;:A;;:_LK~<-,, :i:3.9' RETAINING WALL PER STANDARD DETAIL C-6 5.5':t SECT10NC-C SCALE: HOR/l. 1 "=8' VERT. 1" =8' FF=J96.2 EXIST. SIDEWALK PER DWG NO. 400-88 EXIST. CURB ct GUTTER PER DWG NO. 400-88 ±2.4' RETAINING WALL PER STANDARD DETAIL C-6 SECT10ND-D 2.0X FF=J94.5 SLOPE ±3' RETAINING WALL PER STANDARD DETAIL C-6 SCALE: HORIZ. 1"=8' VERT 1"=8' PARKWAY TREES AND SLOPES PER LANDSCAPE PLANS, D WG NO. 400-BN EXISTING GA TEWA Y ROAD PER DWG NO. 400-88 EXIST. SIDEWALK LANDSCAPING PER l.S':t LANDSCAPE ARCHITECT PLANS 1-r--'-'-"--=-t :t J' RETAINING WALL PER C-2 PER DWG NO. 400-B8 1 ':t EXIST. CURB ct GUTTER PER DWG NO. 400-B8 1' WIDE V-DITCH (TYP.) 5. ':t 4' CONTOURS PER DWG NO. 400-8A IDEWALK 2· OX FF = 403.2 PED RAMP TO CONNECT TO FUTURE PA -15 C()l,IMERCIAL SITE SIDEWALK NIJ6'52'54 "E \ 24' SECTION A-A SCALE: HORIZ. 1"=8'; VERT. 1"=8' 1' WIDE V-DITCH SLOPE :t 4' RETAINING WALL PER C-6 011{;. NO. 400-8A HANDICAP 4• [ EX. GRADING PER BUILDING CURB I FlJTURE P LJ-\J\JJ\JJJ\J G J-\REJ-\ ·JS ACCESSl \ RAMP-r~ ?;. ~'/,.-~ _!_P~A1<1RK~IN:'.':G'.:SP~A':'.'.CE::S_.r-----s.::-----i.. ____ _!!I_OR'!!_IVE~L~A<!!'_NE~-----l'f=.;;;Sl~OE~4;;;:AL~K,._.,....·.\ ~~~]';"". 1"~"'.:t'Fn~ ±3' RETAINING WALL PER STANDARD DETAIL C-2 CURB sH ToN DRIVE A oWG NO-pER . 14 CT 02- LEGEND GUEST PARKING . LANDSCAPE MEDIAN AND LIGHTING PER LANDSCAPE ARCHITECT PLANS 6" TYPE 'G' MEDIAN CURB SECT10NB-B SCALE: HORIZ. 1"=8'; 'IERT. 1"=8' LANDSCAPE/RAIL PER LANDSCAPE ARCHITECT PLANS <> No. 46692 ~ ~ Exp. 06-30-07 ~ * CIVIi.. '-~ APP I JAIIES •. K1lGORE. R.C.~ .....,, MIN/1,/UM TURNING RADIUS 17.7' TI.JFNNG DETAIL SCALE: 1• = 40' SURYEY RE\1EWo ~ 8 ~ ~ ... :g "' .. t.j a <!: ~;;t ~ ... (.;j c:, V, ~ .... c:, ~ :,.: ~ co s..: i5 fa Ill t-- (5 i ~ v; .q: 0 ~~~ 'lD >-cc SHEET 4 OF 4 0 I 2 Gl 2 C s: CD m :0