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HomeMy WebLinkAboutSDP 06-12A; TAVARUA SENIOR APARTMENTS; Site Plan- A 187' J DRIVEWAY 0 . ?-= :ti I tXI ,.,...-~ .. • ·, -~·t '~ , -.. 0 64.33 I ~ I • I 0.02 TW 6.80 _B'!/ I 30' 69.70 TW 66.71 BW ------ 18' EX fr. / EX RETAINING WALL OFF PROPERlY ------:' __ ---------t'.._ 60' PROPOSED TREE • 5.08 FS RM DRAIN '60NN I l't1i!=t:::::::;;f=mfr_o EXISTING _c.f~C IN/CURB JN~IT .I J-t-t,"-tc,.r1-:>1EE BLOW UP OETAJ( "A" HEREON EXISTING FIRE HYDRANT 30' 18' EXISTING GUTTER/ 6' . EXISTING DRIVEWAY Ir. I 1--: ENTRANCE 19.57' EXISTING BUILDING OFFSITE 64.17 FS JOIN , EXISTING BUILDING OFFSITE 22.35' FS 20.00' ----GRAPHIC SCALE T I I 30' SITE INFORMATION SITE ADDRESS 3568-96 HARDING STREET, CARLSBAD, CA 92008 FLOOD ZONE THIS PROPERlY LIES WITHIN FLOOD ZONE •x•, AREA DETERMINED TO BE OUTSIDE THE 0.2,; ANNUAL CHANCE FLOODPLAIN. AS SHOWN ON FIRM MAP COMMUNllY PANEL NUMBER OF 06073C0764F DATED, JUNE 19, 1997, AND FIRM MAP COMMUNllY PANEL NUMBER 06073C0762F, DATED JUNE 19, 1997. LEGAL DESCRIPTION REAL PROPERlY IN THE CllY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: "PARCEL A" AS SHOWN ON CERTIFICATE OF COMPLIANCE WITH CONDITIONS EVIDENCED BY DOCUMENT RECORDED SEPTEMBER 7, 1993 AS INSTRUMENT NO. 93-0588928 OF OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: ALL OF LOT 5 ANO LOT 6 AND THE NORTHERLY 4.85 FEET OF LOT 4 IN BLOCK "B" OF THE RESUBDIVISION OF A PORTION OF ALLES AVOCNXJ ACRES, IN THE CllY OF CARLSBAD, COUNlY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2027, FILED IN THE OFFICE OF THE COUNlY RECORDER OF SAN DIEGO COUNTY, MAY 17, 1927, AND; THAT PART OF THAT PORTION OF LOTS 7 AND 8 IN BLOCK "B" OF THE RESUBDIVISION OF A PORTION OF ALLES AVOCADO ACRES AS SHOWN ON MAP NO. 2027, FILED IN THE OFFICE OF THE RECORDER OF SAN DIEGO COUNTY, MAY 17, 1927, AS SAID PORTION WAS CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED JANUARY 6, 1967 AS INSTRUMENT NO. 1884 OF OFFICIAL RECORDS OF SAN DIEGO COUNTY. SAID PART HEREBY CONVEYED LYING SOUTHWESTERLY OF THAT PORTION OF THE SOUTHWESTERLY LINE OF THE STATE HIGHWAY 11-SD-5-48.8 DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH BEARS SOUTH 67'26'53" WEST, 108.72 FEET FROM ENGINEER'S STATION 178 + 10 OF THE •o• LINE OF THE 1964 SURVEY FOR SAID HIGHWAY BETWEEN CANNON ROAD AND BUENA VISTA CREEK; THENCE ALONG SAID SOUTHWESTERLY LINE NORTH 22"41'17" WEST, 344.41 FEET TO NORTHERLY LINE OF PALM AVENUE SHOWN AS ALLES AVENUE ON SAID MAP NO. 2027; THENCE CONTINUING NORTH 22"41'17" WEST, 195.59 FEET TO A POINT WHICH BEARS SOUTH 67'26'53" WEST, 110.00 FEET FROM ENGINEER'S STATION 183 + 50 OF SAID •o• LINE. SETBACK & ZONING INFORMATION REFERENCE: CARLSBADCA.GOV MUNICODE.COM(CARLSBAO, CALIFORNIA, CODE OF ORDINANCES/TITLE 21-ZONING) ZONE: R-3 MULTIPLE FAMILY RESIDENTIAL(SEE CODE FOR FULL PARTICULARS) USES: MULTI-FAMILY DWELLINGS, R-2 USES AND IN LIMITED CASES PUBLIC PARKING LOTS BUILDING SETBACKS: FRONT YARD SETBACK PER SECTION 21.16.040: FRONT YARD SETBACK: EVERY LOT IN THE R-3 ZONE SHALL HAVE A FRONT YARD OF NOT LESS THAN TWENTY FEET, EXCEPT THAT ON KEY LOTS AND LOTS WHICH SIDE UPON COMMERCIALLY OR INDUSTRIALLY ZONED PROPERlY THE DEPTH OF THE REQUIRED FRONT YARD NEED NOT EXCEED FIFTEEN FEET. SIDE SETBACKS PER SECTION 21.16.050: IN THE R-3 ZONE EVERY LOT SHALL HAVE SIDE YARDS AS FOLLOWS: 1. INTERIOR LOTS SHALL HAVE A SIDE YARD ON EACH SIDE OF THE LOT WHICH SIDE YARD HAS A WIDTH NOT LESS THAN TEN PERCENT OF THE WIDTH OF THE LOT; PROVIDED, THAT SUCH SIDE YARD SHALL BE NOT LESS THAN FIVE FEET IN WIDTH AND NEED NOT EXCEED TEN FEET; AND 2. CORNER LOTS AND REVERSED CORNER LOTS SHALL HAVE THE FOLLOWING SIDE YARDS: A. ON THE SIDE LOT LINE WHICH ADJOINS ANOTHER LOT, THE SIDE YARD SHALL BE THE SAME AS THAT REQUIRED ON AN INTERIOR LOT, ANO B. ON THE SIDE STREET SIDE THE WIDTH OF THE REQUIRED SIDE YARD SHALL BE TEN FEET AND SAID SIDE YARD SHALL EXTEND THE FULL LENGTH OF THE LOT . REAR YARD SETBACK: EQUAL TO TWICE THE REQUIRED SIDE SETBACK BUILDING HEIGHT PER SECTION 21.16.030: IN THE R-3 ZONE NO BUILDING SHALL EXCEED A HEIGHT OF THIRlY-FIVE FEET. LOT COVERAGE PER SECTION 21. 16.090: ALL BUILDINGS, INCLUDING ACCESSORY BUILDINGS AND STRUCTURES, SHALL NOT COVER MORE THAN SIXlY PERCENT OF THE AREA OF A LOT. CONSTRUCTION NOTES CD EXISTING TREE TO BE REMOVED. 0 FLOW-THROUGH FILTRATION PLANTER. CASQA BMP fTC32 . 0 VEGETATED SWALE. CASOA BMP fTC30. CD PROPOSED PVC, SDR-35 STORM DRAIN PIPE. 0 PROPOSED PVC, SDR-35 SANITARY SEWER PIPE. © PVC C-900 WATER PIPE. 0 AREA DRAIN/WATER QUALllY INLET. CASQA BMP #TCSO. CD EXISTING WALL TO BE REMOVED. 0 EXISTING BIDDING TO BE REMOVED. 60' 30' 18' 18' 12' I I I-PROPOSED CURB <D TO PROPOSED I 7 :rr EXISTING DRIVEWAY EXISTING CURB & GUTTER ----------(5. I~) EXISTING GRADE J PROPOSED DRIVEWAY e-e SECTION B-B N.T.S. PROPOSED GRADE PARKING TRENCH DRAIN HARDING STREET N.T.S. 2' 7.5' 4' I I r = = = = = = = = = = 7 ~ ,-------· · _ _L --"', _ __.,,,, ~ JT C"",:: _j GRADE --l EXISTING CURB & GUTTER A-A SECTION A-A HEREON N.T.S. EXISTING CURB & GUTTER PALM .AVENUE N.T.S. I I FS CUT: FILL: ESTIMATED EARTHWORK QUANTTTlES 1266 CUBIC YARDS 346 CUBIC YARDS NET (CUT): 920 CUBIC YARDS NOJES; 1. THE ESTIMATED QUANTITIES PROVIDED ABOVE ARE TD BE USED FOR JURISDICTIONAL PLAN CHECKING AND PERMITTING PURPOSES ONLY. 2. ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN FINISH GRADES TO EXISTING GRADES AND/OR CONTOURS AS PROVIDED ON THE BASE SURVEY. THE ESTIMATED EARTHWORK DOES NOT ACCOUNT FOR THE THICKNESS OF PAVEMENTS, FOUNDATIONS AND SLABS ON GRADE, FOOTINGS, CLEARING AND GRUBBING, OVER EXCAVATION AND RECOMPACTION, AND CONSTRUCTION MEANS AND METHODS. 3. THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE SHRINKAGE AND/OR EXPANSION FACTORS DUE TO COMPACTION OR OVER EXCAVATION QUANTITIES. 4. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES NECESSARY FOR HIS BID AND WORK. 5. ESTIMATED EARTHWORK QUANffilES ABOVE ASSUME THAT ALL ONSITE MATERIALS ARE SUITABLE FOR BACKFILLING. HOWEVER, ACTUAL EXISTING ONSITE MATERIALS AND IMPORTED MATERIALS MUST FIRST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION, REMOVAL, OR REPLACEMENT. WATER FACIL.ITIES CALCULATION !AVERAGE POTABLE WATER DEMAND 250 GPO/UNIT • 50 UNITS PEAK POTABLE WATER DEMAND 1.65 • 12,500 GPD IRE FLOW DEMAND SEWER FACIUTIES !AVERAGE SEWER GENERATION 220 MGD • 50 UNITS LEGEND ♦ • .. .. . ... .. ... . . . . . . . . . . ......... + • • • • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ . LANDSCAPING (SEE LANDSCAPING PLANS) FLOW THROUGH PLANTER/BIORETENTION AREA PROPOSED TREE (SEE LANDSCAPING PLANS) VEGETATED SWALE APPROVED f )N NC )I.I.I< IN1 ). J ~1 ·1,1 1 )' 1.. l lfi )~I,/ m ~ · NVl,I :1.us ,IVfV .·L\1.1.VI.N .-1.1 < 11.\t 111,1,1~ 1111 SI Sil I.I 03AO~dd\l ----------------_; FS $ BLOW UP DETAIL •A• SCALE: 1•-10• 12,500 GPO 20,625 GPO 1,750 GPM 1,000 MGD PROJECT FILE#: SDP--06-12(A) T avarua Senior Apartments, L.P. 16'40 S. Sepulveda Blvd, Ste 425 Los Angeles, CA 90025 310.575.3543 Cannery Village 511 30th Stroot Newport Beach, CA 92663 949.675.9964 www.mjsdesigngroup.com Architecture + Planning 17992 Mitchell South Irvine, CA 92614 9◄9.851.2133 www.kqy.com KTGY NO. 20090219 , Consulting Engineers 6080 Center Dr. SUlte 700 Los Angejes, Callfcmia 90045 (310) 665-2800 Fax (310) 665-9075 SITE PLAN APPLICATION TYPE: Planned Development Permits V) 1-z w ~ I- ~ <( a... <( <( ::>~ ~o >z <(w I-V) August 5th 2011 C1.10