Loading...
HomeMy WebLinkAboutPCD 04-02; NORTH COUNTY PONTIAC-GMC; Site PlanPRELIMINARY GRADING PLAN F O R CITY OF OCEANSIDE HIGHWAY 78 IN THE CITY O F C ARLSBAD, COUNTY OF SAN DIEGO, S T A TE OF CAL IFORNIA CITY OF VISTA BENCH MARK PROJECT SITE ,._o~ CITY OF ,~---1,4 SAN C ARL SBAD TRACT MARCOS CITY OF ENCINITAS VICIN ITY MAP Source Control BMP's Source Control BM P's will consist of measures to prevent pollution runoff. • Trash Storage Areas: The trash storage area will be screened to prevent the off site transport of solid waste. The trash storage area will also be covered to prevent stormwater from coming in contact with potential pollutants. • Vehicle Wash Area: The vehicle wash area is equipped with a clarifier which is connected to the sanitary sewer system. The vehicle wash area will be equipped with a roof or overhang to divert rainwater. • Vehicle and Equipment Cleaning: Vehicles will be cleaned in the designated Portland cement concrete paved wash area. The designated wash area will be well marked with signs indicating where and how washing must be done. This area will be covered to prevent contact with stormwater. • Vehicle Equipment and Repair bay: The bay drainage system will capture all wash-water, leaks and spills, and is equipped with a clarifier which is properly connected to a sanitary se,,ver • Drainpac Filter Plates model# Parkway-1 by United Stormwater: Drainpac filter plates will be installed in the gutters near the site boundaries. Trash and other solid debris being transported within the overland runoff will be collected by the filter plates and not allowed to enter the street. • Storm drain inlets will be stenciled with a message warning citizens not to dump pollutants into the drains • Scheduled parking sweeping (twice a year or as needed) will be part of regular maintenance. Treatment Control BMP's All treatment control BMPs shall infiltrate, filter, and/or treat the required runoff volume or flow prior to discharging to any receiving water body supporting beneficial uses. Multiple post-construction structural treatment control BMPs for the project shall collectively be designed to comply with the numeric sizing treatment standards. Shared BMP's shall be operational prior to the use of any dependent development or phase at development. The site will be graded such that all runoff in the adjoining sub area will be directed through the said swale to allow for infiltration and treatment An underground storm sewer pipe system also dumps into the vegetated swale before sending the water downstream. LOT 2 NO. 7 2 -3 LOT 6 \ ~ --~------------------~------....., SEE SHEET , :_--------PH'A~r-- -.. ...................................... ---- ~~=L=O=T 3 '-..> ----------------' 0 PROPOSED PA S STORAGE/OFFICE .. / • "FloGard" Downspout Filters by Kristar: The "FloGard" downspout fil:ers will be installed in all downspouts. The FloGard filters perform as an effective filtering device at low flows and are equipped with a high flow bypass which will not impede the system's maximum design flow. INTERSTATE 5 • "FloGard" Plus -Catch Basin Inserts: Catch basin inserts will be installed on all of the flat grated catch basin inlets. LEGEND The "FloGard" insert is a multipurpose catch basin insert designed tc, capture sediment, debris, trash and oils from low flows. The high flow bypass allows greater flows to bypass the dev1ce while retaining sediment and larger floatables, it also allows sustained maximum design flows under extreme weather conditions FFE FPE TC -FINISH FLOOR ELEVATION -FINISH PAD ELEVATION -TOP OF CURB ELEVATION UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS 'MLL NOT BE RESPONSIBLE FOR, OR UABLE FOR, UNAUTHORIZED CHANCI:S TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN ~ITING ANO MUST BE APPROVED BY THE PREPARER OF THESE PLANS. F -FLOWLINE ELEVATION AC -TOP OF ASPHALT ELEVATION C -TOP OF CONCRETE ELEVATION FS -FINISH SURF ACE ELEVATION G -TOP OF DROP INLET GRATE IE -PIPE INVERT ELEVATION co -SEWER CLEANOUT PCC -PORTLAND CONCRETE CEMENT .... -DIRECTION OF DRAINAGE (Q) -UTILITY MANHOLE ® -SANITARY SEWER MANHOLE (Q) -SANITARY SEWER CLEANOUT CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE 'MTH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR 'MLL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY Of ALL PERSONS AND PROPERTY; THAT THIS REQUIREMEN T SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 'MTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. KEY MAP GRAPHIC SCALE 0 25 50 I I IN FEET ) 1 inch = 50 ft. w z _J I (.) ~ ::;: I I I I I I I EXISTING SERVICE; BAYS 7 \ " LOT 7 - LOT 11 UBDIVJSION BOUNDARY AND EASTERLY RIGHT-OF-WAY LINE FOR INTERSTATE lf-SD-5; ACCESS RIGHTS RELINOU!SHED BY D££D RECORDED JUNE 18, 1965, FILE NO. 108756, OR. BOUNDARY NOTES G) FOUNO NAIL AND BRASS TAG PER CARLSBAD TRACT NO. 72-3, MAP NO. 7492 (;} FOUND IRON PIPE PER CARLSBAD TRACl NO. 72-3, MAP NO. 7492 Q) SEARCH FOR IRON PIPE PER CARLSBAD TRACT NO. 72-3, MAP NO. 7492, NOTHING FOUND APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN PERCOND1110N NO f,-t'2.I OF PLANN ING COMMISSION RESOLUTION N O . .....,;_i..lc.:4-'----,-- ---------~ PROPERTY OWNER: THE AUTOMOTIVE GROUP CONTACT: FRANK JOHNSON 355 WEST VISTA WAY VISTA, CALIFORNIA 92083 PHONE: (760) 806-5129 FAX (760) 941 -3 819 PROJECT ADDRESS: 542 5 PASEO DEL NORTE DRIVE CARLSBAD, CALIFORNIA PROJECT DESCRIPTION: THE PROPOSED PROJECT CONSISTS OF THE EXPANSION OF AN EXISTING DEALERSHIP AND THE NEW CONSTRUCTION OF A SERVICE AND PARTS BUILDING. LEGAL DESCRIPTION: LOT NO. 3, CARLSBAD TRACT NO. 72 -3 SUMMARY TABLE *ACCESOR'S PARCEL NUMBER: 211 -060-09 *SITE ACREAGE : 3.39(147,476 s.f.) *EXISTING ZONING : C-2 GENERAL NEIGHBORHOOD COMERCIAL ZONE BENCH MARK : CITY OF CARLSBAD SURVEY CONTROL STATIO~ #CLSB-057, BRASS CAP LOCATED ON THE SIDEWALK APPROXIMATELY 25 FEET SOUTH OF THE SOUTHWEST RETURN OF CANNON ROAD AND AVENIDA ENCINAS. ELEVATION = 44.01 FEET >' CD ~ v; 5 w "' ci z ;;..: CD >-z w :::;; 0.. 0 _J w > w 0 =-~ 0 ~ E i--,. 0 ~ 0 i--,. ~ ~ = i--,. >-<( 3' <( r- CJ) > r-(/) w 3' U') U') n (!) z >-~ °" :::, <fl Cl z <( _J Cl E z o <( &, (!) " z ~ i:i:2 w e W" z ~ C!J a z < w! _J > u (!) z >--' :::, <fl z 0 u n co 0 N o; <( u <(- f- (/) > DESIGNER: D. CLARK CHECKED BY: STEVE BARGER DATE: 08-APR-05 DRAFTER □.CLARK SCALE: COMP. NO: PRELIM-20 JOB NO.: 817-01-00 SHEET OF 1 3 STA. 8+75.43 [X/ST. FIRE HYDRAN REMOVE 27 LF OF EXISTING 6" PCC CURB, REPLACE W1TH SAME , --:=:::~~-=-~--:=-------ENTIRE CHANNEL IS LINED WITH VEGETATION TOP --~------~=---~ -=------= --~-~-~ --~~---=-~--= =-~ BOTTO TRASH ' PARTS/ RECEIVING/ LOADING TORAGE (814SF) ----~ (!--... g i TC65.08 I ~..... AC64.58 a.o ---. w >----. D >----. J ~ ~ ............ 'f6'..J__2,.. o ~ TC64.8& SCREEN WALL FF65.00 FS64.00 I, "' I;/ 0 ~ ~ --------A 64.35 ...--i;fw O o:: SAWCU T fs ~ AC63.97 ~"' a. s: 1.2 J1 TC65.35 AC64.85 C I;/ \ G62.50 IE60.0 EARTHWORK QUANTITIE S CUT: --~J~.s~w~ __ CY FILL: 4 492 CY IMPOR T: _____ cy EXPORT: 982 CY REMEDIAL: l,J9o CY (AC & BASE REMOVAL) THE ABOVE IN-PLACE QUANTITIES ARE BASED ON GRADING LINES, ELEVATIONS SHOWN ON THESE DRAW1NGS AND BY USING AN ANTICIPATED ADJUSTMENT FACTOR OF 1.3. ACTUAL QUANTITIES OF EARTHWORK MAY VARY FROM THAT STATED ABOVE DEPENDING UPON VARYING SOIL DENS!TIES, THE AMOUNT OF SOIL BEING REMOVED DURING CLEARING AND GRUBBING OF THE SITE, AND ON THE DEGREE OF SITE PREPARATION ACTUALLY REQUIRED IN THE FIELD. THESE QUANTITIES ARE FOR PURPOSE OF CALCULATING THE FEES ANO BONDS REQUIRED BY THE PUBLIC AGENCY AND ARE NOT TO BE USED FOR JOB BIDDING PURPOSES. LEGEND FFE FPE TC F AC C FS G IE co PCC .... @ ® @ -FINISH FLOOR ELEVATION -FINISH PAD ELEVATION TOP OF CURB ELEVATION -FLOWLJNE ELEVATION -TOP OF ASPHALT ELEVATION -TOP OF CONCRETE ELEVATION -FINISH SURFACE ELEVATION -TOP OF DROP INLET GRATE -PIPE INVERT ELEVATION -SEINER CLEANOUT -PORTILAND CONCRETE CEMENT -DIRECTION OF DRAINAGE -UTILITY MANHOLE SANITARY SEWER MANHOLE -SANITARY SEWER CLEANOUT CONSTRUCTION NOTES © SAWCUT EXISTING AC PAVEMENT ® SAWCUT/REMOVE EXISTING PCC CURB © REMOVE EXISTING 6" PCC CURB, REPLACE WITH SAME. ® INSTALL 3.5" A.C./55" CL 11 A.B./12" COMP. NATIVE TO 90% DENSITY © CONSTRUCT 3' WIDE PCC VALLEY GUTTER OVER 0.50' COMP. NATIVE TO 90% DENSITY ® CONSTRUCT 6" PCC CURB OVER 0.50' COMP. NATIVE TO 90% DENSITY © REMOVE/RELOCATE EXISTING LIGHT-LIGHT FACILITIES (SEE ARCHITECTURAL/ELECTRICAL PLANS FOR LOCATIONS) ® 5" P C.C. W/#3 BARS @ 18" o/c EACH WAY OVER 0.50' COMP. NATIVE -o 90% DENSITY (D INSTALL 3'x3' CATCH BASIN W/GRATE AND FLO-GARD PLUS CATCH BASIN INSERT (POST-CONSTRUCTION BMP) 0 REMOVE EXISTING 6" AC CURB, REPLACE WITH 1.0' HIGH PCC CURB @ REMOVE EXISTING 6" AC CURB, REPLACE WITH 1.0' HIGH PCC CURB W/ 18" GUTTER © SAWCUT AND MATCH TO EXISTING A.C. PAVEMENT (D CONSTRUCT 6" PCC MOW STR IP OVER 0.50' COMP. NATIVE TO 90% DENSITY ® CONSTRUCT 4" PCC SIDEWALK OVER 0.50' COMP. NATIVE TO 90% DENSITY ® IN STALL "GRASS PAVE" SURFACE OVER 0.50' CL II A.B. (POST-CONSTRUCTION BMP) (MINIMUM 50% PERVIOUS AREA) ® INSTALL "FIRE HYDRANT ASSEMBLY" PER CMWD PLATE W12. ® SAWCUT AND TRENCH PER CMWD PLATE W2. ® POINT OF CONNECTION FOR SAND/OIL INTERCEPTOR (JENSEN MODEL KJP1500SO OR APPROVED EQUAL) ® INSTALL SEWER LATERAL TO EXISTING SEWER MAIN PER CITY OF CARLSBAD STD. S-7. 0 INSTALL SEWER CLEANOUT PER CITY OF CARLSBAD STD. S-6. © SAWCUT AND TRENCH PER CI TY OF CARLSBAD STD. S-5. ® IN STALL DDCVA PER CMWD PLATE W22 FOR BUILDING SPRINKLER SYSTEM. BOUNDARY NOTES Ci) FOUND NAIL AND BRASS TAG PER CARLSBAD TRACT NO. 72-3, MAP NO. 7492 @ FOUND IRON PIPE PER CARLSBAD TRACT NO. 72-3, MAP NO. 7492 Q) SEARCH FOR IRON PIPE PER CARLSBAD TRACT NO. 72-3, MAP NO 7492, NOTHING FOUND APPROVED T-ilS IS HE APPRO,c.) Tf:YlA'IVt MAP/SITE PLAN P~RCONDITION NO.b!.ZJ_ 0F PLANNING --.OMMISSION Ri=SOLU 'ION NO ~ ~i ft ,~ "~f;;. ~"c,~{~05 ~~~.01 fu, ( o~ z 0 "' 5 w "' C> z :,;..: [D >-z w :::e 0... 0 ___J ',; w 0 DESIGNER: c:, E z o <( ci, C '-" . z ~ et:2 w e w • z ~ '-" 0 z• w~ ___J > u '-" z F ___J :::, Cf) z 0 u D. CLARK CHECKED BY: STEVE BARGER DATE: 08-APR-05 DRAFTER D.CLARK SCALE: COMP. NO: PRELIM-20 JOB NO.: 817-01-00 SHEET OF 2 3 l<) ½-. 0 ~ \) ~ ~ ~ ' ~ \) ~ ~ " I\. ~ ~ "' ~ ~ ~ ' ~ ~ t s::i lie ~~ I Al~' ET l;? \ \ \ ENTIRE CHANNEL IS LINED WITH VEGETATION 3 - - STA. Tb+IO EXIST. STREET LIGHT GRAPHIC SCALE ,0 0 w ,0 I _._....1 I I ( lN FEET ) 1 inch = 20 ft. APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN PER CONDITION NO.b•ZI OF PLANNING COMMISSION RESOLUTION NO _;5,c~e.2ICJ4-'----- CA' c,7n foe::, EARTHWORK QUANTITIES CUT: J. 5.1Q CY FILL: 4 492 CY IMPORT: CY EXPORT: 982 CY R[M[OIAL: 1,390 CY (AC & BAS£ REMOVAL) THE ABOVE IN-PLACE QUANTITIES ARE BASED ON GRADING LINES, ELEVATIONS SHOWN ON THESE DRAWINGS AND BY USING AN ANTICIPATED ADJUSTMENT FACTOR OF 1.3. ACTUAL QUANTITIES OF EARTH WORK MAY VARY FROM THAT STATED ABOVE DEPENDING UPON VARYIN G SOIL DENSITIES, THE AMOUNT OF SOIL BEING REMOVED DURING CLEARING AND GRUBBING OF THE SITE, AND ON THE DEGREE OF SITE PREPARATION ACTUALLY REQUIRED IN 1HE FIELD. THESE QUANTITIES ARE FOR PURPOSE OF CALCU LATING THE FEES ANO BONDS REQUIRED BY THE PUBLIC AGENCY AND ARE NOT TO BE USED FOR JOB BIDDING PURPOSES. LEGEND FFE -FINISH FLOOR ELEVATION FPE -FINISH PAD ELEVA110N TC -TOP OF CURB ELEVA110N F -FLO'wl...lNE ELEVA110N AC -TOP OF ASPHALT ELEVATION C -TOP OF CONCRETE ELEVA110N FS -FINISH SURFACE ELEVA110N G -TOP OF DROP INLET GRATE IE -PIPE INVERT ELEVA 110N co -SEW'ER CLEANOUT PCC -PORTLAND CONCRETE CEMENT ... -DIREC110N OF DRAIN AGE @ -U11LITY MANHOLE ® -SANITARY SEWER MANHOLE @ -SANITARY SEWER CLEANOUT CONSTRUCTION NOTES @ SAWCUT EX ISTING AC PAVEMENT ® SAWCUT/REMOVE EXISTING PCC CURB © REMOVE EXISTING 6" PCC CURB, REPLACE WITH SAME. ® INSTALL 3.5" A.C./5.5" CL II A.B./12" COMP. NATIVE TO 90% DENSITY © CONSTRUCT 3' WIDE PCC VALLEY GUTTER OVER 0.50' COMP. NATIVE TO 90% DENSITY ® CONSTR UCT 6" PCC CURB OVER 0.50' COMP. NATIVE TO 90% DENSITY © REMOVE/RELOCATE EXISTING LIGHT-LIGHT FACILITIES (SEE ARCHI TE CTURAL/ELECTRI CAL PLANS FOR LOCATIONS) ® 5" P.C.C. W/#3 BARS @ 18" o/c EACH WAY OVER 0.50' COMP. NATIVE TO 90% DENSITY 0 INSTALL 3'x3' CATCH BASIN W/GRATE AND FLO-GARD PLUS CA TCH BASIN INSERT (POST-CONSTRUCTION BMP) 0 REMOVE EXISTING 6" AC CURB, REP LACE WITH 1.0' HIGH PCC CURB @ REMOVE EXISTIN G 6" AC CURB, REP LACE WITH 1.0' HIGH PCC CURB W/ 18" GUTTER ® SAWCUT AND MATCH TO EXISTING A.C. PAVEMENT © CONSTRUCT 6" PCC MOW STRIP OVER 0.50' COMP. NATIVE TO 90% DENSITY ® CONSTRUCT 4" PCC SIDEWALK OVER 0.50' COMP. NATIVE TO 90% DENSl1Y ® INSTALL "GRASS PAVE" SURFACE OVER 0.50' CL II A.B. (POST-CONSTRUCTION BMP) (MINI MUM 50% PERVIOUS AREA) ® INSTALL "FIRE HYDRANT ASSEM BLY" PER CMWD PLATE W12. ® SAWCUT AND TRENCH PER CMWD PLATE W2. ® POINT OF CONNECTION FOR SAND/OIL INTERCEPTOR (JENSEN MODEL KJPl500SO OR APPROVED EQUAL) ® INSTALL SE WER LATERAL TO EX ISTIN G SEWER MAIN PER CITY OF CARLSBAD STD. S-7. © INSTALL SEWER CLEANOUT PER CITY OF CARLSBAD STD. S-6. © SAWCU T AND TRENCH PER CITY OF CAR LSBAD STD. S-5. @ INSTALL DDCVA PER CMWD PLATE W22 FOR BUILDING SPRINKLER SYSTEM. BOUNDARY NOTES G) FOUND NAIL AND BRASS TAG PER CARLSBAD TRACT NO. 72-3, MAP NO. 7492 G) FOUND IRON PIPE PER CARLSBAD TRACT NO. 72-3, MAP NO. 7492 Q) SEARCH FOR IRON PIPE PER CARLSBAD TRACT NO. 72-3, MAP NO. 7492, NOTHING FOUND ci z ;..: w >-z w :,, a.. 0 __J u.J > u.J Cl =--~ ~ ~ ~ E---1 0 ~ 0 E---1 ~ ~ = E---1 >-<( 3 <( >-VJ > e- VJ w 3 en en n Cl z >-is! a,: :::, (/) 0 z <( __J O E z o <( ci> 0 Cl • z ~ a::2 w e w • z ~ Cl o z • w: __J 5 u Cl z >-__J :::, (/) z 0 u n 00 0 N a, <( u <( >-VJ > DESIGNER: D. CLARK CHECKED BY: STE\>E BARGER DATE: 08-APR-05 DRAFTER D.CLARK SCALE: COMP. NO: PRELIM-20 JOB NO.: 817-01-00 SHEET OF 3 3 PCD 0'1-0Z /CDPC>'f ·tZ