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PROPERTY LINE
R/W PL GENERAL NOTES:
RIW 10' F
A'
90 z P PD T ON
E EVP 1. SEE TRACT MAP FOR EASEMENTS, DIMENSI NS AND IDENTIFICATI N.
5 SIDEWALK 5
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798,
12 PARKWAY
PERIMETER BLOCK WALL
7' 2'S' S' s SWALE ® l q MIN. p P
3, LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC.
4, MINIMUM SIDE—YARD 5 .
HOA CLASS "B" 5. NO DRIVEWAY SHALL EXCEED 14% GRADE, WITH A VERTICAL CURVE AT GARAGE.
LOT CONCRETE Z z 0.1'DF*6. THE CONTRACTOR SHALL NOT BEGIN ANY OF THE WORK SHOWN ON THESE
27 io CLASS "B" EXTRA DEPTH OF FOOTING
5' MIN.
PLANS UNTIL HE HAS BTAINED FROM THE OWNER'S ENGINEER OF RECORD,
SKr CONCRETE PER DETAIL HEREON A COPY OF THE 'GENERAL SPECIFICATI NS' FOR THE PROJECT AND HAS HADJY.... ...::•1-•
A\ A PRE—C NSTRUCTI N MEETING WITH THE OWNER'S ENGINEER.
SECTION A—A J o
PAD N.T.S.7. POST TENSI N SLAB IS TO BE USED ON ALL UNITS ON LOTS WITH AN5' MIN.
PAD ELEV. PER PLAN
SECT-ION —SECTION INDEX HIGHER THAN 50 (U,N,, EXPANSI N INDEX TO BE
DETAIL A J DETERMINED FOR EACH LOT AFTER ROUGH GRADE).
N.rs DRIVEWAY APPROACH DETAIL 2
3' MIN.
8. CONSTRUCT 4 PVC SEWER LATERAL FROM PROPERTY LINE TO HOUSE PER
3' MIN. 3 EVMWD STD. NO. S-14, SLOPE 2% MINIMUM, TYPICAL ALL LOTS.
0.5'DF* 9. INSTALL SEWER CLEAN UTS, AT 100' INTERVALS AND AT ALL ANGLE P INTS.
10. CONSTRUCT 1' COPPER WATER LATERAL FROM PROPERTY LINE TO HOUSE,,
TYPICAL ALL LOTS.
e
11. INSTALL BACKFL W DEVICE ON SEWER LATERALS PER EVMWD STANDARDRNO. S-12 ON LOTS SHOWN ON SHEETS 3 THRU 15.
6' WOODEN FENCE
5' MIN i 5' MIN A
R/W s
BLOCK WALL Q e
3' MIN 2' MIN 2' MIN 3' MIN BY SEPARATE PERMIT) S d
1 OMIT 1 BLOCK
4 FOR FLOW
4,e
F.G. STREET SLOPE
PAD MAX-2' 2. 1 20% M
MAX' MAX.
6"
PAD A
MIN.
6" MIN. COVER
a 7
FOOTING TYPICAL LOT DRAINAGE
SECTION 'C-C
l NO SCALE
6" MIN. FROM FLOW LINE TO BOTTOM OF FOOTING TAIL A ABBREVIATION:
WHEN FLOW LINE IS CLOSER THAN 5' TO HOUSE Q_PE
T.S.
FL FLOW LINE
FF HOUSE FINISH FLOOR
FS FINISH SURFACE
GB GRADE BREAK
GFF GARAGE FINISH FLOOR
R N.T.S. NOT TO SCALE
TC TOP OF CURB
5' (MIN.) TYP TYPICAL
16" WIDE COLUMN TO MATCH R APPROVED 39"± HOUSE
PERMETER WALL CENTERED ON P.L. LATCHED a
e - - 5' (MIN.)4.
CO
39"fHOUSE
29 MIN HOUSE 39"f 1 39"f LEGEND:
EXTRA DEPTH OF
e '•• O=
X ORIGINAL GRADE HOUSE
FOOTING REQUIRED a
e 29 CURB AND GUTTER 62 PROPOSED SPOT ELEVATION
PER PLAN 209 MIN• FINISHED GRADE FS
DEPTH OF FOOTING
Mq X. RIGHT OF WAY
a 42 WIDE WOOD GATE TO
STREET LIGHTREQUIREDoMATCHWOODFENCEI
to
2 x4 4 x4 RWD POST W/ 12 x12 PROPERTY LINE
CD I
3) APPROVED HEAVY DUTY 16" COLUMN CONC. FTG. EASEMENT LINE 2 STREET GRADE
HINGES
MASONRY WALL TO MATCH W WATER METERPROPOSEDSLOPE
EXTRA DEPTH FOOTING 2
2"x4"4 x4 RWD POST W/ 12%12" 2" PERIMETER WALL STEP AS
AIR CONDITIONERCONC. FTG. 16 WIDE COLUMN TO MATCH NECESSARY
NO SCALE PERMETER WALL BLOCK 605 FINISH CONTOUR ELEV.
NOTE:
LIMITS OF PAD
ELECTRIC TRANSFORMER
SOME OF THE HOUSES WITHIN THIS PROJECT HAVE EXTRA DEPTH
HANDICAP RAMPFOOTINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE SAID
INTERCEPTOR DRAINHOUSESANDCONSTRUCTEXTRADEPTHFOOTINGSASSHOWN.
CURB INLET CATCH BASIN
3
FE
NO LOT SPLITT
NCE CONNECTION AT FRONT OF HOUSE FE
LOT SPLIT
NCE CONNECTION AT FRONT OF HOUSE vr
WSSEWERMAIN
ATER MAIN
3 FIRE HYDRANTL
t
N.T.S.N.T.S.
DRAINAGE SWALE 1' DF DEEP—FOOTING
100.0 H.P.
HIGH POINT OF SWALE ARCHITECTURAL ENHANCEMENTS
DEEPENED FOOTING
BLOCK WALL (PER SEPARATE PERMIT) BV BACKFLOW VALVE
2,
R W INSTALL 18" ATRIUM GRATE 6' HEIGHT WOOD FENCE
LOT NUMBER
2 2 P• PER NDS # 1881 PHASE LINE 5 m
6' HEIGHT VlvROUGHT IRON FENCE 2R
TRANS PLAN NUMBER
4
BLOCK WALL 4 1 TH GATE31
CURB OUTLET 8 PVC ''
1
I
PIPE A A
A A
45 Lo
s
4. to 8" PVC POST—TENSION SLAB
a • .' . - - r_ . PIPE
c .'
c L c • t L r 1 C
c L i .1
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X
Y.,, s •<
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1 SECTION A—A PLAN
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O
CURB OUTLET DOWN DRAIN
N.T.S.PARKWAY CULVERT PAVED DRAIN TO PIPE TRANSITION DETAIL
8
N.T.S. 6 N.T.S.
LqjrQffj OUM -= NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERT/F/CATIC 11: pFESSIO
PREPARED BY.CERTIFICATION:
q Y CITY OF LAKE ELSINORE
ALERTTHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE c`,
P H Hq F'LG,L L TRACT O . 31 7 O 6 SHEET: 2
o
2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY
CIVIL ENGINEERING
3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. No.29242 LAND PLANNING
LOTS - 0 71500VO4LANDSURVEYINGBRIERCLIFFRELEASE1 - 13 OF:
LI
3-31-2007 enew.
g81)CALIFORNIAALIF R IA AVE. - STE.202 CORONA, CALIFORNIA 09428811 PRECISE GRADING a n d5KENSEUMALO, R.C.E. NO. 56915 DATE FAX(951)
TWO WORKING DAYS 6 9TF CIVIC
p~
P
RCE 29242 3— 2 ( v,f' DRAINAGE PLAN FILE No.
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