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Home My WebLink AboutSDP 06-09; O'GARA RESIDENCE; Site PlanDATE AFR. 28, '06 JOB NO. 050124 DRAWING ID. G-1.dwg DESIGNER D.A.A. CITY or OCEANSIDE /ij PROJECT LOCATION CITY or VISTA PACIFIC OCEAN CITY or ENCINITAS @ VICINITY MAP G-1 PROJECT DATA A. ZONING GENERAL PLAN DESIGNATION = RM ZONE(CURRENT/PROPOSED) = RDM-Q/RDM-0 DENSITY PROPOSED = 4.B D.U. /ACRE NET LOT AREA LOT WIDTH (0-0'LAY) LOT AREA (Q-O'LAY) SETBACKS FRONT YARD SIDE YARD INTERIOR SIDE YARD -STREET REAR YARD GARAGE SETBACK (0-0'LAY) LOT COVERAGE(! STOREY) BUILDING HEIGHT(PITCHED) BUILDING HEIGHT(FLAT) NO. LOTS EXISTING = 1B,1B3SF = 60 FT = 6000 SF = 20 FT = 10% LOT WIDTH(>5FT) 10% LOT WIDTH(>5FT) = 20% LOT WIDTH(>10FT) = 5 FT = 60% ALLOWABLE = 30 FT = 24 FT = 1 ;;, </-0 CITY or SAN MARCOS NO. LOTS PROPOSED EXISTING/PROPOSED USE EXISTING NO. SRF'S PROPOSED NO. SFR'S PROPOSED BUILDING AREA = 3 (2 RESIDENTIAL -1 COMMON) = RESIDENTIAL LOT 1 LOT 2 PROPOSED BUILDING COVERAGE LOT 1 LOT 2 PROPOSED LANDSCAPING = = 2+ 1,603 SF 2,090 SF = 21.6% = 19.4% LOT 1 = 51.4% LOT 2 = 41.8% REGA. OPEN SPACE PROVIDED LOT 1 = 1600 SF LOT 2 AVERAGE DAILY TRAFFIC LOT 1 LOT 2 SEWER SERVICE PROVIDER WATER SERVICE PROVIDER SCHOOL DISTRICT GUEST PARKING PROVIDED LOT 1 LOT 2 GUEST PARKING REQUIRED LOT 1 LOT 2 = 625 SF = 10 ADT = 16 ADT = CARLSBAD = CARLSBAD = CARLSBAD UNIFIED = 0 = 1 0 = 1 B. SITE ADDRESS 1103 OAK STREET CARLSBAD, CA 92008 APN: 205-020-28 C. OWNER/ PERMITTEE MICHAEL O'GARA P.O. BOX 1633 CARLSBAD, CA 92018 PH. 760-434--7563 ENGINEERING CONSULTING GROUP 437 S. lligl-.way 1()1, Sui1e 2/\2 Solana 8e1ch, f~lif.,mia lJ2075 P: 858.259.4711 F: 858.259.5732 ,vvi'\1.>.crgnct.com SOP 06-09 / PUD 06-05 / MS 06-09 WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS. REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROL FACILITIES. ANO PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS. AS-BUil T GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. PO 04-20 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY COAST GEOTECHNICAL DATED OCTOBER 7, 2004 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED LEGEND DESCRIPTION RETAINING WALL, 8" MASONRY (UNDER SEPARATE PERMIT) MAX. HT.= 3'-6" 4" PRIVATE PVC STORM DRAIN PIPE, SCH. 40 LIMITS OF GRADING (DISTURBED AREA) DWG.NO. NEW PRIVATE DRIVEWAY 4• P.C.C. CONCRETE/ 8" CLASS II AGGREGATE BASE 6" P.C.C. CONCRETE CURB FLOW ARROW 24 FT WIDE P.C.C. DRIVEWAY 0. EARTHWORK DATA EARTHWORK: CUT O CY FILL 419 CY IMPORT= 419 CY (GROSS) IMPORT= 265 CY (NET) SDRSO G-1 SDRSO G-1413 NET = GROSS MINUS Il~PORT FOR PAVEMENT AND FOUNDATION E. PROJECT DESCRIPTION SYMBOL QUANTITY 253 LF 263 LF 11682 SF (0.268 AC) 4169 SF 151 LF ' /1 THIS PROJECT IS PROPOSING A PLANNED UNIT DEVELOPMENT (P.U.0.) TO SUBDIVIDE A SINGLE 18, 183SF PARCEL INTO THREE PARCELS. THE USAGE OF THE LOTS WILL REMAIN AS IS "RESIDENTIAL" (ROM-0). THE Q-OVERLAY REQUIRES A SITE DEVELOPMENT PLAN. F. REFERENCE DRAWINGS NONE G. SOURCE OF TOPOGRAPHY TOPOGRAPHY PER FIELD SURVEY BY COASTAL LANO SOLUTIONS (SEAN CHARLES ENGLERT LS7959) H. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 205-020-28 I. BENCHMARK 2.5" BRASS DISC IN NORTH CURB OF CARLSBAD VILLAGE DRIVE. 0.1 MILES WEST OF HIGHLAND DRIVE OPPOSITE PALM TREE IN CITY LIBRARY PARKING LOT ELEVATION= 129.362' DATUM: NAVD88 J. LEGAL DESCRIPTION THE NORTHWESTERLY HALF OF LOT 5 OF SUBDIVISION OF TRACl S 114 ANO 120. CARLSBAD LANDS, IN THE CITY OF CARLSBAD. COUNTY OF SAN O IEGO, STATE OF CALIFORNIA. ACCORDING TO OFFICIAL MAP ll-lEREOF NO. 17 44, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON JANUARY 3. 1923. K. SHEET INDEX SHEET NO. 1 2 DESCRIPTION TITLE SHEET PRELIMINARY GRADING AND DRAINAGE PLAN MS 06-09 / SOP 06-09 / PUD 06-05 SHEET 1 OF 2 •■•!Iii . . UJ (.,) ~ -(J) UJ 0: <( 0: <( <!) 0 ...... . r-,.. re ....... (\J 'Po" ....... (1) @ I- 2i ..... LU (J) (J) IB ~ 8: 111111 lJ) (7 -0 0 ,. ' 0 _n - 0 -n r' ----- l I --~--- '--, G-2 1 PRECISE GRADING PLAN G-2 1' = 20'-0' CONSTRUCTION NOTES 0 INSTALL 20 FT WIDE P.C.C. DRIVEWAY PER SDRSD G-14B WITH APPROVED ENCROACHMENT AGREEMENT 0 REMOVE EXISTING HOSE BIB AND ASSOCIATED U/G PLUMBING 0 REMOVE PALM TREES PER LANDSCAPE PLAN G) INSTALL 4" P.C.C. PAVING OVER 6" CL 11 AGGREGATE BASE WI #3 BARS@ 18" O.C. -E.W.; INSTALL EXPANSION JOINTS AT 12 FT O.C. -E.W. 0 INSTALL 6"-3'-6" HIGH MASONRY RETAINING WALL PER SDRSD C-2 Wl 5' HIGH WOOD FENCE ON TOP PIO PICO DRIVE CONSTRUCTION NOTES (CONT) 0 INSTALL 12" GRATED INLET (CIRCULAR) AND PIPE TO WALL DRAIN 0 INSTALL 1" WATER SERVICE WI FIRE SPRINKLER PER CITY OF CARLSBAD STD. W-3A ® INSTALL SEWER LATERAL PER CITY OF CARLSBAD STD. S-7 ® INSTALL ASPHALT CONCRETE TRANSITION FROM DIW APRON TO EXISTING ROADWAY PAVEMENT DATE DESIGNER APR. 28, '06 DA.A. JOB NO. DRAFTE 050124 D.A.A. DRAWING ID . G-2.dwg DA.A. 6" X 16" P.C.C. DEPRESSED CURB SOP 06-09 I PUD 06-05 / MS 06-09 12'-0" NOTE: STRUCTURAL SECTION TO BE VERIFIED BY PROJECT GEOTECHNICAL ENGINEER -BASED ON R-VALUE OF SOIL CONDITION <t. 2JO" 6" P.C.C. CURB PER SDRSD G-1 EXISTING GRADE 0 ± 6" j FINISH GRADE - 3----p O r; -+-r, -r LI ri., L 0--J--• 1' J\;JAP No, -J7 44 2G D ~--1 No. 47024 E,;,. 1w1f C \. GRAPHIC SCALE ID 2' 40 .. I_I I I ----- ( IN FEET ) 1 inch = 20 fl. BENCHMARK 2.5" BRASS DISC IN NORTH CURB OF CARLSBAD VILLAGE DRIVE, 0.1 MILES WEST OF HIGHLAND DRIVE OPPOSITE PALM TREE IN CITY LIBRARY PARKING LOT ELEVATION= 129.362' DATUM: NAVD88 ENGINEERING CONSULTING GROUP 437 S. I Lighway 101, Suite 202 Solana .lkach, California 92075 P: 858.25',l.471 1 F: 858.259.5732 www.ecgnet.com A G-2 B G-2 C G-2 _.l.::::::;:=c_J -~ ,_ r". . ,~ >' EXIST. GROUND __/ - OR FILL COMPACTED TO 95 °kM.D.D. 1% TYP. DRIVEWAY -TYPICAL SECTION 3/8' = 1'-0' 6'-0" MAX >------.a.'-6"·------1 WOODFENCE----J-1I1 W/ METAL POSTS 12" MIN . "TYP. ,--TURF TYP. ,--FINISHED GRADE 12" DRAING INLET W/ RETAINING WALL PER PLAN HT. VARIES 0'-6" -3'-6" GRANULAR BACKFILL ■--DRAINAGE GRATE (NYLOPLAST OR BETTER) i---4" DRAIN LINE 2% MIN SLOPE ,---■ MATTING ENKADRAIN 9120 TO DRAIN 4" PERF. WALL DRAIN PVC MIN. 2% SLOPE W/ 1 CF/FT BITUMINOUS WATERPROOF MEMBRANE .--c=----"'==--------CRUSHED ROCK -WEEP EXISTING -- GRADE GRANULAR BACKFILL HOLES@ EVERY ALT. JOINT (OMIT GROUT) ON WESTERLY PORTION OF FACING WALL RETAINING WALL DRAINAGE/WATERPROOF -TYPICAL SECTION 1/2" = 1'-0' CIL P.(1-80' RIGHT OF WAY PIL 40' 40' CIL EX.STR ON PIL UCTURE 20' EX. 35' A.C. I VMT. SWALE ~ 8900~ ----,--- I i ' i I EX. 6" !URB~I -r-·---2,1 ± --- . ~I l Qf,;,,,w~, -\ n 79 ool 0.00 -112" A.C. ON 4" A.B. _ _ _ _ EX. G I OUND I ~-' 20.00 4000 OAK AVENUE -TYPICAL SECTION 1· = 10·-o· FIRE/WATER NOTES 1. AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM WILL BE REQUIRED BECAUSE OF THE PROPOSED LOCATION OF THE NEW STRUCTURES. 2. THE REQUIRED FIRE FLOW CAPACITY FOR THE PROPOSED DEVELOPMENT IS 1500 GPM FOR A MINIMUM DURATION OF 2 HRS. 3. THE ANTICIPATED WATER DEMANDS FOR THE PROPOSED DEVELOPMENT ARE 930 GPO {AVERAGE), 2600 GPO (MAX), AND 93 GPM (PEAK). DOWNSPOUTS 1. DOWNSPOUTS FOR THE GARAGE AND ACCESSORY LIVING UNIT SHALL BE LOCATED TO DIRECT ROOF TOP RUNOFF TO THE DRIVEWAY. 2. DOWNSPOUTS FOR THE SINGLE-FAMILY RESIDENCE SHALL BE LOCATED TO DIRECT ROOF TOP RUNOFF TO THE SOUTHERLY PERIMETER SWALE. 60.00 PIL~ '~ I 3.7% Si '\:L -- Q' EX.G~OUND ~ i 80.00 (REF I I i -·- i I i I J 1' 00.00 DWG . 173-6) ----------I A FPROVc~ MS 06-09 / SOP 06-09 / PUD 06-05 SHEET 2 OF 2 0 -CJ) u a: <( a: < (! -0 ,... 0 LC> 0 -z a.. r-,.. 0 0 C\l ........ ,... ........ Ct) -C w 1-- <( C 1--w (/) (/) (/) w a: CJ 0 a: a..