HomeMy WebLinkAbout4897-9PL
PL
8.5'
PROP. 6' WALL W/ RET. --,,
1.5' 4.0' 1.5' 1.5'
PAD
BIO -RETENTION SWALE
(SEE NP. SECTION HEREON) /\
/ '33-7 3:1M5:Am
SAND MIX
SECTION J -J
SCALE: 1 "=2'
7.5'
PROP. 6' WALL W/ RET.
1.5' 4.0' 1.5'
SECTION 1-1
SCALE: 1 "=2'
2.0' 1.0' 1.5' 2.0' 1.5' VARIES 4.0'
ROLLED BIO -RETENTION SWALE 4' WIDE MEANDERING
CURB (SEE TYP. ECTION) SIDEWALK
\ \�
i/
i
/
/
SAND MIX
\7 \\ :.\\
5 AMAX
5.0'
5' WIDE MEANDERIN
WALKWAY
SECTION H -H
SCALE: 1"=2'
0.5'-1.5' - 1.5'
PROP. 6' WALL -�
4.0' 1.5' 1.0'
BIO -RETENTION SWALE
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PL
SECTION G -G
SCALE: 1 "=2'
PAD
PL
PROP. 6' WALL W/ RET.
17.5'
PL
I PAD
5.0' 1.5' 4.0' 1.5' 5.5'/\\/\\�
SAND MIX
5' WIDE WALKWAY q BIO -RETENTION SWALE
SEE TYP. SECTION •MAX \ \\\/\\\ \\\ `
4 d
SECTION D -D
SCALE: 1 "=2'
PL
PROP. 6' WALL W/ RET.
PROP. 6' WALL W/ RET.
SCALE: 1 "=2'
PL
PROP. 6' WALL W/ RET.
PAD
5.0' 5.0' 1.5' 4.0' 1.5 2.0'
5' WIDE WALKWAY PAD
/
�\
5:1 \\
MAX 2% 810 -RETENTION SWALE
5 (SEE TYP. SECTION)
\/ AMAX
\\/\\ 3.• 1 Mq SAND MIX
0.
SECTION F -F
SCALE: 1 "=2'
VARIES
5'-9.5'
1.5' VARIES 1.5'
2'-6.5'
PL
IRRIGATED TURF GRASS. DAIRY LAND
GRASSES AND OTHER MESIC RIPARIAN
PLANTINGS W/ LOW VOLUME IRRIGATION
TYPICAL BIO -RETENTION SECTION
SCALE:1 "=2'
R/W
10.0'
0.5' EXCEPT AT CURB RETURNS
0.5' 4.0' 2.0' 2.0' 1.0'
4' WIDE SIDEWALK BIO -RETENTION SWALE
2:1MgX (SEE TYP. SECTION HEREON)
2% 3.• Ak P� 6' CURB&GUTTER
SAND MIX
PROP. 6' WALL W/ RET.
SECTION C -C
SCALE: 1 "=2'
PAD
\\j/\ VARIES 1.5' 2.0' 1.5' 4.0'
4' WIDE MEANDERING
\\� SIDEWALK
\\/ \ 5. BIO -RETENTION SWALE
�ti1AX (SEE TYP. SECTION)
\ \ \
/
/
SAND MIX
SECTION B -B
SCALE: 1 "=2'
6" CURB&GUTTE
NOTE: SWALE SIDE SLOPES NOT TO EXCEED 3:1. WHEN DEPTH OF SWALE REQUIRES MORE HORIZONTAL SPACE
THAN PROVIDED, TEMPORARILY REDUCE THE SWALE BOTTOM WIDTH TO ALLOW FOR WIDER SIDE SLOPES.
SEE EXAMPLE SHOWN ON DETAIL 1 1-A SHEET 11.
R/W
SECTION A -A
SCALE: 1'=2'
"FOR OFF-SITE WATER QUALITY BMP 5 S ONLY"
CITRUS HEIGHTS NORTH SPECIFIC PLAN
BENCH CAL TRA SARKi 18-17 BENCHMARK #8 17. A
BRASS CAP IN THE CONCRETE BASE OF
TDVER
43' NORTH OF HIGHLANDSOUTH LEG OF AN , 0.2 MI VEST
3
OF SAN SEVAINE RD., 2.65 MI VEST
OF SIERRA AVE.1 1428.609
A O
-
AN~
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL �� � -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.REV1S/ON
DESCR/PT10N
DATE
ENGR.
CITY
DATE
SHOULD CONS TRUC T/ON OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE W/TH/N TWO YEARSE
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARR/ED FORTH /NADILIGENT MANNER, THE CITY
ENG/NEER MAY REQUIRE REVS/ONS TO THE PLANS
TO BR/NG THEM INTO CONFORMANCE W/TH
,OND/T/ONS AND STANDARDS /N EFFECT.
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3 No. 36637 c �i
Expo 06-30-12
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Prepared Under The Supervision Of :
OF
MADOLE AND ASSOCIAPREPARED IN THE TES, INC.
9302 PITTSBURGH AVENUE, SUITE 230
RANCHO CUCAMONGA, CA 91730
PHO (909) 481-6322
•mate �l
C ss�7 ExP. 6130-Y12
WENDELL L. /WATSURU
C/ T Y OF FON TA NA, CAL /FO RN/A
S TREE T PA RK V I /A Y /MPRO YEMEN T
DRAWN BY.
TY
TRACT 16873, 16874, 16875
10 WQMP DETA/L S
,
. -
SCALE
AS SHOWN
BASIS OF BEARINGS
THE BRG. ND89.59'31'E
ALONG THE CL SUMMIT AVE
AS sHOVN ON rR. NO.
16427-1, M.B. 296/7-I1.
DESIGNED BY
n,
DATE•
JAN., 2011
CHECKED BY
[� Me
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DRAWING NO.:
X97
9
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C ENGINEER R.C.E. 51152 DATE