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HomeMy WebLinkAboutDWG 483-6SW; CT 08-06; BMP SITE PLAN - HIGHLAND JAMES SUBDIVISION; 01\ ----- ., 3990 HIGHLAND DR / I f \ \ \__ 3993 HIGHLAND DRIVE I "'® I LO 2/ Nlb D -..-------;-. ___:!_____,, ~ • • < --' ' • ---- N2b ®--1111 I ,· EX DWY "' / / / "' 0.038 ac s IE (1s2r2l}),--6" ss --6" ss -- NS tJ I I ii N2c N 3960 HIGHLAND DRIVE 0.011 act,;;;;;;;.~--..,.,,=°""""'= 0 IZI 3971 JAMES DRIVE • ' 1 LOT 1 ~ 20 0 1020 40 80 I -----,~~--1---------<1 SCALE: 1" = 20 FEET LEGEND (E): EXISTING, (N): NEW/ PROPOSED (E) PROPERTY LINE (E) MAJOR CONTOUR (E) MINOR CONTOUR (N) MAJOR CONTOUR (N) MINOR CONTOUR (E) CURB & GUTTER ---6" ss --6" ss -(E) 6" SANITARY SEWER (E) STRIPING --12" SD--12" SD-(E) 12" RCP STORM DRAIN PIPE --18" SD --18" SD -(E) 18" RCP STORM DRAIN PIPE --48" SD--48" SD-(E) 48" RCP STORM DRAIN PIPE E3 (E) STORM DRAIN INLET ---4" ss --4" ss -(E) SANITARY SEWER (E) RETAINING WALL ~-------(N) BIORETENTION BMP l ~~ ']-(E)CONCRETE □-~ [t;;;,,j-(N) BUILDING (E) VEGETATION I -~• :!-------(N) HARDSCAPE ----4" SD ----611 SD ----8" SD ----10" SD ----18" SD (N) LANDSCAPE (N) EARTHEN SWALE FLOWLINE (N) RIPRAP SWALE (N)4" 0 SD PIPE (N) 6" 0 SD PIPE (N) 8" 0 SD PIPE (N) 10" 0 SD PIPE (N) 18" 0 SD PIPE Cl (N) SD CATCH BASIN 7r' (N) BMP SIGN (N) TREE WELL 10' CANOPY (N) TREE WELL 5' CANOPY 0 ---(N) STREET TREE (IN PUBLIC ROW ♦ -(E) POWER POLE DRAINAGE DIRECTION -I --I --DMABOUNDARY Nl DMALABEL ## ac EASEMENT NOTES G) PUBLIC 5' WIDE DRAINAGE EASEMENT DEDICATED TO THE CITY OF CARLSBAD ® INDICATES A COVENANT FOR PRIVATE STORM DRAIN EASEMENT TO BENEFIT REMAINDER PARCEL © INDICATES A COVENANT FOR PRIVATE STORM DRAIN C EASEMENT.TO BENEFIT LOTS 1, 2, AND REMAINDER PARCEL @ INDICATES A COVENANT FOR PRIVATE STORM DRAIN EASEMENT TO BENEFIT LOT 1 AND REMAINDER PARCEL SWQMP NO.: 16-28 PARTY RESPONSIBLE FOR MAINTENANCE: NAME ELIZABETH TEMPLE ADDRESS 3276 HIGHLAND DRIVE CARLSBAD, CA, 92008 EMAIL elizabelhtemple@gmail.com PHONE NO. (619) 204 -4903 PLAN PREPARED BY: NAME PHILLIP PATAGUE COMPANY TERRAMAR ENGINEERING ADDRESS 2888 LOKER AVENUE EAST SUITE 303 CARLSBAD CA 92010 PHONE NO. 760 -603 -1900 ADDITIONAL DMA NOTES: J. P,i ,r <!'4,,. "'0 S, " .,_ "' -:;; C 84169 ::o EXP. 09130/17 * CIVIL ~'t-- CERTIFICATION zS'flw°; 1. DMA N1c CONVEYS FLOWS FROM N1a & N1b TO THE PRIVATE STORM DRAIN SYSTEM. 2. DMA N2c CONVEYS FLOW FROM N2a & N2bTO THE PRIVATE STORM DRAIN SYSTEM. F P !ri' (' 1i_' a ·i, r lfi' ""'. u~JE, ,,,1._1 £',_ ¥ _Q,_tj!J__) MAR 2 8 2017 LAND DEV,'~LOPMENT ENGlNE~F-:fl\J(:J BMP ID# PR-1A PR-1B SMA-1 SMA-2 SRA-1 SRA-2 SRA-3 SRA-4 SRA-5 SRA-6 TW-5' TW-10' BMPTYPE BIORETENTION BIORETENTION SELF-MITIGATING AREA-1 SELF-MITIGATING AREA-2 SELF-RETAINING AREA-1 SELF-RETAINING AREA-2 SELF-RETAINING AREA-3 SELF-RETAINING AREA-4 SELF-RETAINING AREA-5 SELF-RETAINING AREA-6 TREE WELL 5'CANOPY TREE WELL 10' CANOPY SYMBOL ~ b 5? I 12 (9 0 • BEST MANAGEMENT PRACTICE (BMP) TABLE CITYBMP# QUANTITY PR-1 318 SF PR-1 297 SF SD-5 605SF SD-5 484 SF SD-5 3,571 SF SD-5 3,571 SF SD-5 3,571 SF SD-5 3,571 SF SD-5 3,571 SF SD-5 3,571 SF SD-1 1 EACH SD-1 3EACH DRAWING NO. DETAIL 1 HEREON DETAIL 1 HEREON N/A NIA N/A N/A N/A N/A N/A N/A DWG 483-68 (DET 1 SHT 2) & DETAIL 2 HEREON DWG 483-6B (DET 1 SHT 2) & DETAIL 2 HEREON INSPECTION/ MAINTENANCE FREQUENCY MONTHLY -INSPECT FOR ERODED SOILS & BUil T UP TRASH AND DEBRIS. SEMI-ANNUALLY -INSPECT/REMOVE/REPLACE DAMAGED/DEAD VEGETATION, VEGETATIVE COVER DAMAGED BY EROSION. SEMI-ANNUALLY-REMOVE BUILT-UP SEDIMENTS. RE-MULCH VOIDED AREAS, TREAT VEGETATION, MOW TURF AREAS, REPAIR EROSION AT INFLOW POINTS, REPAIR DAMAGES TO OUTFLOW STRUCTURE, UNCLOG UNDER-DRAIN AND REGULATE SOIL pH ON AN AS-NEEDED BASIS. NOT APPLICABLE -SITE DESIGN BMP NOT APPLICABLE. SITE DESIGN BMP NOT APPLICABLE -SITE DESIGN BMP NOT APPLICABLE -SITE DESiGN BMP NOT APPLICABLE -SITE DESIGN BMP NOT APPLICABLE -SITE DESIGN BMP NOT APPLICABLE -SITE DESIGN BMP NOT APPLICABLE -SITE DESIGN BMP NOT APPLICABLE. SITE DESIGN BMP NOT APPLICABLE· SITE DESIGN BMP HYDROMODIFICATION & TREATMENT CONTROL ADDITIONAL BMP NOTES: HYDROMODIFICATION: SITE IS LOCATED IN AN AREA THAT IS HYDROMODIFICATION EXEMPT. 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. TREATMENT CONTROL: TREATMENT CONTROL IS ATTAINED THROUGH A COMBINATION OF SITE DESIGN BMPS (SD-1, SD-5, TW-5' & TW-10') AND STRUCTURAL BMPS (PR-1A & PR-18). 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. LOW IMPACT DESIGN (L.I.D.) 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. WATER QUALITY COMPLIANCE IS BEING ADDRESSED THROUGH A COMBINATION OF SITE DESIGN BMPS (SD-1, SD-5, TW-5' & TW-10') AND STRUCTURAL BMPS (PR-1A & PR-18). 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. SOURCE CONTROL 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. BMPID# BMPTYPE SYMBOL CITY BMP # QUANTITY DETAIL NO. INSPECTION FREQUENCY MAINTENANCE FREQUENCY 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. G) ® TRASH STORAGE INTERIOR GARAGE INDOOR PEST CONTROL OUTDOOR PEST CONTROL INLET STENCILING /SIGNAGE w • ■ ♦ NIA SC-5 5EACH (1 PER HOUSE) N/A AS NEEDED AS NEEDED SC-6A 5EACH (1 PER HOUSE) N/A AS NEEDED AS NEEDED SC-68 SEACH (1 PER HOUSE) N/A AS NEEDED AS NEEDED SC-6C 5EACH (1 PER HOUSE) N/A AS NEEDED AS NEEDED SC-2 11 EACH DETAIL3 AS NEEDED AS NEEDED ~---------TOPWIDTH(SEETABLE)-----------1 f------AMENDED SOIL WIDTH (SEE TABLE)i------1 CATCH BASIN STENCILING/SIGNAGE SCALE: SCALE 3 30 MIL IMPERMEABLE LINER (VERTICAL) PREVAILINGWND 140.00 FG TURF AREAS ONLY.: _ _, ARBOR GUARD -MODEL # AG8-4 SECTION VIEW BOTTOM WIDTH (SEE TABLE) 12"x12' OUTLET STRUCTURE TREE TIE NOTE: co ' t INST AU_ TREE TIES AND ST AKES ONLY TO PROPER LEVEL TO HOLD TREE UPRIGHT. PROPER HEIGHT IS 6" ABO\IE POINT WHERE THE TREE Will SNAP TO AN UPRIGHT POSITION BY ITSELF IF TOP IS PULlED TO ONE SIDE foS IF WIND LOADED AND THEN RELEASED_ DO NOT TOP TREES IN ORDER TO REDUCE SIZE OR WEIGHT OF TREE CROWN, CONT ACT LANDSCAPE /IRCHITECT PRIOR TO ANY PRUNING OF TREES NOTES: PLACARD MUST HAVE SIMILAR WORDING" NO DUMPING! DRAINS TO OCEAN". MUST BE CITY APPROVED. AMENDED SOILS NOTE: (BY VOLUME: 65% SAND, 20% SANDY LOAM, 15% COMPOST IN ACCORDANCE WITH THE SAN DIEGO COUNTY BIORETENnON SOIL MEDIA EXAMPLE SPECIFICATION AVAILABLE ONLINE) BIORETENTION BMP (PR-1) DETAIL SCALE:NTS TREE WELL NOTES [2J TREE CANOPY 0 (2) CINCH TIES, TACK TO ST AKE WITH GALVANIZED NAILS TO PREVENT SLIPPING (2) 2' DIA X 8' L:;G UNTREATED LODGEPOLE PINE STAKES FOR 5GAL TREES, 2) 2' DIA. X 10' LONG UNTREATED LODGEPOLE PINE TAKES FOR 15GAL.-36' BOX TREES, SET ST AKES OUTSIDE ROOTBALL. ANGLE TOP Of ST AKE AWAY FROM BRANCH STRUCTURE TREE TRUNK 1 X4 DOUG FIR BRACE, TACK TO LODGEPOLE STAKES WITH GALV NAILS ROOT BALL, DO NOT PENETRATE WITH STAKE USE AMENDED SOIL WITH MINIMUM DEPTH OF 3' + 1' IN All DIRECTIONS OF ROOT BALL PER CITY'S BMP MANUAL APPENDIX PG. E-18 1 TREE WELL DETAIL 0 -------" 2 SCALE:NTS l---+-----+-------------jf------4---f------l-------l I SH1EET I CITY OF CARLSBAD I SHE1ETS I ENGINEERING DEPARTMENT :==::::'....'::==========::::'....'::====::'. DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SWQMP BMP EXHIBIT FOR: HIGHLAND JAMES SUBDIVISION (JAMES DRIVE PORTION) 3980 HIGHLAND DR CARLSBAD, CA, 92008 RECORD COPY 4/15/11 INITIAL DAT£ PROJECT NO. CT 08-06 DRAWING NO. 483-6SW