COUNTY OF SAN DIEGO TRACT 5509 R-4COUNTY OF SAN DIEGO TRACT 5509 R-4 GRATE FOR EMERGENCY OVERFLOW'^...
Transcript of COUNTY OF SAN DIEGO TRACT 5509 R-4COUNTY OF SAN DIEGO TRACT 5509 R-4 GRATE FOR EMERGENCY OVERFLOW'^...
COUNTY OF SAN DIEGO TRACT 5509 R-4
COUNTY S T O R M ^ ^ . . . . . . . . m L m m J M SYSTEM TO THE ~ SANTA MARl fREEK
t 2 4 " CONNECT
EXISTING COUNTY \STORM SYSTEM l,E,
m Z - l 30-46
LEGEND
PROPERTY LINE
STREET CENTER LINE
EASEMENT UNE
PROPOSED AX . ROAD IMPROVEMENT
UNDSCAPE/ BIO FILTRATION SB" DETENTION DRAIN UNE
18" INHLTRATION SYSTEM, SEE SECTION 'A', ' B \ AND PROFILE OF DAY STREET
ROOFTOP DOWN DRAINS TYPICAL
WATER FLOW ACROSS NONPERMIABLE SURFACE
WATER FLOW ACROSS LANDSCAPE/810 SWALE
CURB CUT, SEE DETAIL 'B '
END OF PIPE FILTRATION: CDS PMSU INUNE HYDRDYNAMIC SEPARATOR, BY CONTECH COMPANY. AN ENGINEERED DESIGN SHOWING SIZING WILL BE PROVIDED PROIR TO PERMIT.
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SCALE: 1"== 3 0 '
Trt' E N O I N E E R i N O « P I . A N N I ITO « 8 U R I- Inc.
Y I N O
P.O. BOX 791 POWAY, OA 82074 (858)748-8333 FAX ^58>748-84«!
MAINTENANCE:
THE RESPONSIBILITY OF THE ONGOING MAINTAINING OF THE STORM WATER SYSTEM AND REQUIRED LANDSCAPING WITHIN THE BOUNDARIES OF SAID PROPERTY WILL BE THAT OF THE HOME OWNERS ASSOCIATION OTHERWISE KNOWN AS THE PASEO VILLAGE HOA.
COUNTY NOTE:
THIS P U N IS PROVIDED TO ALLOW FOR FUU AND ADEQUATE DISCRETIONARY REVIEW OF A PROPOSED DEVELOPMENT PROJECT. THE PROPERTY OWNER ACKNOWLEDGES THAT ACCEPTANCE OR APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL TO PERFORM ANY GRADING SHOWN HEREON, AND AGREES TO OBTAIN VAUD GRADING PERMISSIONS BEFORE COMMENCING SUCH ACTIVITY.
APPUQANT ^ QWNER; DAY STREET DEVELOPMENT, LLC STEVE POWELL P.O. BOX 823 RAMONA, CA 92065 (760)271-9400
FRQ EQT AQm$?^ 0 DAY STREET RAMONA, CA 92065
APN: 282-130-22, 23. 24. AND 25
m m QF Emim TQPQQRAPHY
AERIAL SURVEY 2 ' CONTOUR INTERVAL
EARTHWORK
CUT: 3300 CUBIC YARDS FILL: 3300 CUBIC YARDS
BALANCE: - 0 -
ESTIMATES ARE FOR PERMIT PURPOSES ONLY.
mmm BY; ERNEST H. GRABBE, JR. ADDRESS: TRIDIMENSIONAL ENGINEERING, INC.
P 0 BOX 791 POWAY, CA 92074
TELEPHONE: (858) 748'-'8333 FAX: (858) 748-8412
UCENSE NO: RCE 062716
COUNTY OF SAN DIEGO, CALIFORNIA
PRELIMINARY GRADING PLAN
PASEO VILLAGE TOWNHOMES DAY STREET
RAUONA, CA 92065
ORIGINAL
GRADING P L A N DRAWN BY: G. FARMER
CHECKED BY: E. GRABBE
06/20/06
02-07-07 05-08-07
09-15-07
01-18-08
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COUNTY OF SAN DIEGO TRACT 5509 R-4 GRATE FOR EMERGENCY
OVERFLOW'^ r RfM 1414.57
48'*x48'' BROOKS . CUAN OUT
3 6 " PVC ( ^ I X ) DETENTION PIPE
NO DETENTION FACIUTIES, INCLUDING 4 " PVC RESTRICTOR PIPES, ARE LOCATED WITHIN THE
•IE 1409,21 COUNTY RIGHT-OF-WAY
CUT PIPE W/STRAIGHT y ^ ^
90 ' CUT AND S A N D - ^ i ^ 1409.17 TO REMOVE FRAYED
EDGES
EXPANSION FITTINGS AS NECESSARY'
18" PVC 0 .3SX MIN. TO CURB
INLET
LE. 1408.82
DETAIL W BROOKS BOX / DETENTION OUTLET NO SCALE
4 8 " RECESS IN GUTTER TO
DIRECT FLOW
12" OUT FALL
WARPED GUTTER FLOW
G-2 CURB AND GUTTER
CURB CUT ALLOWING STORM WATER INTO RIGHT OF WAY PREFORATION STORM DRAIN INFILTRATION SYSTEM
DETAIL 'B' G-2 CURB WITH CURB CUT NO SCALE
mm THIS DESIGN SECTION IS PREUMINARY. THE SOILS ENGINEER SHAU. PERFORM R-VALUE TESTING IN THE FIELD TO ESTABUSH FINAL DESIGN SECTION PARAMETERS.
4 " A.C. PAVING
6 " CTB UNDERLAYMENT
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1"=8' VERTICAL
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DETAIL 'D' SCAIS: 1"=40' HORIZONTAL
1"=8' VERTICAL
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FINISH GRADE
PROPOSED G-2 CURB AND GUTTER, TYPICAL
DETAIL T - PRIVATE DRIVEWAY NO SCALE
NATIVE MATERIAL TO 95% RELATIVE COMPACTION
Nom THIS DESIGN SECTION IS PREUMINARY. THE SOILS ENGINEER SHALL PERFORM R-VALUE TESTING IN THE FIELD TO ESTABUSH FINAL DESIGN SECTION PARAMETERS.
4 " A.C. PAVING FINISH GRADE
PROPOSED G~2 CURB AND GUTTER, TYPICAL
4 " A.C. PAVING
6 " CTB UNDERLAYMENT
PROPOSED G-2 CURB AND GUTTER, TYPICAL
NATIVE MATERIAL TO 95% REUTIVE COMPACTION
DETAIL r - DAY STREET NO SCALE
mm THIS DESIGN SECTION IS PREUMINARY. THE SOILS ENGINEER SHALL PERFORM R-VALUE TESTING IN THE FIELD TO ESTABUSH FINAL DESIGN SECTION PARAMETERS.
4 " A.C. PAVING
6 " CTB UNDERLAYMENT
NATIVE MATERIAL TO 95% RELATIVE COMPACTION
DETAIL ' & - PRIVATE DRIVEWAY NO SCALE
4 " A.C. PAVING
6 " CTB UNDERLAYMENT
PROPOSED G'-2 CURB AND GUTTER, TYPICAL
NATIVE MATERIAL TO 95% REUTIVE COMPACTION'
DETAIL W - VERMONT STREET NO SCALE
THIS DESIGN SECTION IS PREUMINARY, THE SOILS ENGINEER SHAU PERFORM R-VALUE TESTING IN THE FIELD TO ESTABUSH FINAL DESIGN SECTION PARAMETERS.
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DETAIL 'E' SCALE: 1 " = 4 0 ' HORIZONTAL
1"=8' VERTICAL
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G~2 CURB AND GUTTER WITH CURB CUT SEE DETAIL 'K'
4 " A.C. PAVING
6 " CTB
DISTANCE VARIES WITH SHAPE OF
SIDE WAU<.
UNDERLAYMENT
COLORED ROCK 1 " MAX.
GRAVEL, 3 / 4 MAX.
FILTER CLOTH
SECTION 'A-A'
PCC SIDEWALK
PROPOSED G-2 CURB AND GUTTER, TYPICAL
NATIVE MATERIAL TO 95X REUTIVE COMPACTION
DETAIL V - LA BREA STREET NO SCALE
NOTE: THIS DESIGN SECTION IS PREUMINARY. THE SOILS ENGINEER SHALL PERFORM R-VALUE TESTING IN THE FIELD TO ESTABUSH FINAL DESIGN SECTION PARAMETERS.
PCC SIDEWALK
2 X MIN. 1% MIN.
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GRASS OR SIMILAR GROUND COVER
DETAIL 'K' GRASS LINED SWALE BIO FILTER NO SCALE
G-2 CURB AND GUTTER
DISTANCE VARIES WITH SHAPE OF
SIDE WALK.
4 " A.C. PAVING
6 " CTB UNDERLAYMENT
NATURAL GROUND
18" PIPE WITH PREFERATIONS ACROSS THE TOP FOR OVERFLOW ABSORPTION
CURB CUT/ PREFORATION STORM DRAIN INFILTRATION SYSTEM NO SCALE
GRAVEL, 3 / 4 " MAX.
FILTER CLOTH
SECTION 'B'B'
PCC SIDEWALK
NATURAL GROUND
18" PIPE WITH PREFERATIONS ACROSS THE TOP FOR OVERFLOW ABSORPTION
CURB CUT/ PREFORATION STORM DRAIN INFILTRATION SYSTEM NO SCAL£
TYPE 'B ' CURB INLET BOX SEE GRADING PLAN FOR LOCATION AND OUTFALL ROUTING
SIDE WALK CROSSING OVER INFILTRATION SYSTEM COLORED ROCK
1 " MAX. GRAVEL, f MAX.
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18" PVC PIPE WITH PREFERATIONS ABOVE CENTER FOR OVERFLOW OF INFILTRATION SYSTEM
TO BROOKS BOX SEE DETAIL 'A' FOR
CONNECTION
PROFILE ALONG DAY STREET CURB CUT OUTFALL/ INFILTRATION SYSTEM SYSTEMS IN VEMONT AND LA BREA STREETS ARE SIMILAR.
SEE GRADING PLAN FOR LOCATIONS AND ROUTING. NO SCALE
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Tri'Dlmensional Engineering, Ina E N O I N E E R I N O • P L A N H I JTO ' W l T W V i T T W l
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P.O. BOX 781 POWAY, CA 82074 (858)748-8333 FAX (858)748-8412
COUNTY OF SAN DIEGO, CALIFORNIA
PRELIMINARY GRADING PLAN
PASEO VILLAGE TOWNHOMES DAY STREET
RAMONA, CA 92065
ORIGINAL
GRADING PLAN DRAWN BY: Q. FARMER
CHECKED BY: E. GRABBE
06/20/06 02-07-07 05-08-07
09-15-07 01-18-08
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