county of san diego tract 5509 r-4county of san diego tract 5509 r-4 grate for emergency...

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.

N4S'45'45''W

VZZZZZ22. V//////////////.

0

N

@ —

VICINITY MAP NO SCALE

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

SHEET 1 OF

ocSS

OS

yj^

o lu

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

1420^—

1410

—

PA

Fl NIS H ( RA >£•- \

—

V#(*1 r i f t f / toe. • * / M ^ A i ^ i m v junr r tu-c —y

> / ^ A

• — •

FF 14 15.i ? - ^ li »

fF ^

u _IIMJP

^ ^

\

*-, \

kJ

. t !

, ^

DETAIL ' C SCALE; 1"~40' HORIZONTAL

1"=8' VERTICAL

—..

N

— n n i l / r % t t t I V P/L

t /n i rc^rr / f f

—

^

K^

^r-\ 4:^.0

»

s?*

- ^ • • * 1

\ \

V

k^

1420

1410

1420

1410

P.

FH 4ISI i G

-

RAi

- ^

)E-

1

s.... V

< " S

/L P,

y X

^ ^

^

p

r - _

FF 14

- -

EX

f j ,

STi

H

NG

X - —

SO

- y

RF/

r "

CE -_y [ /

f

___

F \

. -

41

—

*>fl

~ -

' S w - / •

- -

FF JM

- -

16,

" — \

N

A

• - ~

" ^

___

k "'-•^

^

'

r

V

DETAIL 'D' SCAIS: 1"=40' HORIZONTAL

1"=8' VERTICAL

1420

1410

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



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


NATIVE MATERIAL TO 95% RELATIVE COMPACTION

DETAIL ' & - PRIVATE DRIVEWAY NO SCALE

4 " A.C. PAVING


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.

1420

1410

P/L

f INI* W GR4 [DE

^

- \

-—

t / a i Yc wrn 1

s / C-

/

'"""'

FF 14 16.

, -

}

- - - " V^ , %.

^ m \ "

j-ryifZTihin ^ imFAnr P/L

^ ^ ™ . . . ^ ^ ^ . . , . ™

—

-- -

—

^ . ^

_ -

J

— i? ,,H t£ i £,, "s

I mmmmi M 7 T fff M ____

u'"4 •c;;. . ; = ^

DETAIL 'E' SCALE: 1 " = 4 0 ' HORIZONTAL

1"=8' VERTICAL

1420

1410

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


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.

^mzzzzzzz

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


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.

••• ^

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

a

u

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

'm Q

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

C.1 SHEET 2 OF

O !

O

8

O ^

peg LU GO

2X O UJ

i LU

u. CO CO CO oo

I

oo oo oo

Q UI , z r?sO

county of san diego tract 5509 r-4county of san diego tract 5509 r-4 grate for emergency...

Documents