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I.
GENERAL NOTES:
1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. �..
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
fE 3. LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC. '.
I'00��6'WOODEN FENCE RAW PL 4. MINIMUM SIDE-YARD., 5'.
5' MIN j 5' MIN 10' F'�qp i pAD T1pN 5. NO DRIVEWAY SHALL EXCEED 14Z GRADE, WITH A VER77CAL CURVE AT GARAGE.
5' SIDEWALK 5' FLgT �� ELEVA
3' MIN. 2' MIN I 2' MIN 3' MIN pay E@ t 6. THE CONTRACTOR SHALL NOT BEGIN ANY OF THE WORK SHOWN ON THESE
PLANS UNTIL HE HAS OBTAINED FROM THE OWNER'S ENGINEER OF RECORD,
i I a P G,�,Q53VP ti a A COPY OF THE"GENERAL SPECIFICATIONS"FOR THE PROJECT AND HAS HAD
2q SWALE 079 MIN. ��OF PQ O A PRE-CONSTRUCTION MEETING WITH THE OWNER'S ENGINEER.
7. POST TENSION SLAB IS TO BE USED ON ALL UNITS ON LOTS WITH AN
209,M 2:t 2: MAX. " -
PAD AX. 1 2D% [CLAEXPANSfON INDEX HIGHER THAN 50(U.N.O. EXPANSION INDEX 70 BEMAX MqX CRETE 2 I DETERMINED FOR EACH LOT AFTER ROUGH GRADE).
*6"MIN. _? 0.7'DF* .
io CLASS "B"A I * EXTRA DEPTH OF FOOTING PER DETAIL HEREON 5'MIN. aCONSTRUCT 4"PVC SEWER LATERAL FROM PROPERTY LINE TO HOUSE PER
`O CONCRETE e^ I EVMWD STD. NO. S-14. SLOPE 2.-MINIMUM, TYPICAL ALL LOTS. - f
'
SECTION 'C—C' SECTION A—A ? 9. INSTALL SEWER CLEANOUTS, AT 100'INTERVALS AND AT ALL ANGLE POINTS. w
"6"MIN. FROM FLOW LINE TO BOTTOM OF FOOTING N.T.S.
WHEN FLOW LINE IS CLOSER THAN 5'TO HOUSE 5'MIN. �I 10. CONSTRUCT 1"COPPER WATER LATERAL FROM PROPERTY LINE TO HOUSE, T N
PAD ELEV.PER PLAN TYPICAL ALL LOTS. ' @
5 DRIVEWAY APPROACH DETAIL DETAIL A 11. INSTALL BACKFLOW DEVICE ON SEWER LATERALS PER EVMWD STANDARD s
N.T.S. 3'MIN. 3'MIN. 3 NO. S-12 ON THE SHEETS 3 THRU 18
i 0.5'DF*
Ve
•a I
SEE PVP� RAY A / e SFeA
21 �+ 4q
EXTRA DEPTH OF ��=X�ORIGINAL GRADE e N
FOOTING REQUIRED 2y. BLOCK WALL
PER PLAN 20g MIN FINISHED GRADE
DEPTH OF FIo ANC (BY SEPARATE PERMIT) STREET SLOPE
REQUIRED 4 OMIT 1 BLOCK
FOR FLOW A
F.G. ABBREVIATION: I §
EXTRA DEPTH FOOTING TYPICAL LOT DRAINAGE FL FLOW LINE
NO SCALE g
FF HOUSE FINISH FLOOR
NOTE. NO SCALE 6"MIN. COVER FS FINISH SURFACE m`
SOME OF THE HOUSES WITHIN THIS PROJECT HAVE EXTRA DEPTH FOOTING GB GRADE BREAK z z
FOOTINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE SAID GFF GARAGE FINISH FLOOR
HOUSES AND CONSTRUCT EXTRA DEPTH FOOTINGS AS SHOWN. N.T.S. NOT TO SCALE
2 DETAIL A Tc TOP OF CURB rF
N.T.S. TYP TYPICAL N i
I'
LEGEND: f
CURB AND GUTTER % PROPOSED SPOT ELEVATION
—--— RIGHT OF WAY
PROPERTY LINE STREET LIGHT
EASEMENT LINE 2.37 STREET GRADE I
PROPOSED SLOPE n WATER METER
—605 V.FINISH CONTOUR ELEV. �® AIR CONDITIONER '\
- — — - LIMITS OF PAD YJ ELECTRIC TRANSFORMER
IE INTERCEPTOR DRAIN 'TyL HANDICAP RAMP
5' (MIN.)
) W WATER MAIN CURB INLET CATCH BASIN
16" WIDE COLUMN TO MATCH H' APPROVED 1 39"t HOUSE FIRE HYDRANT
PERMETER WALL CENTERED ON P.L. LATCHED 1 S SEWER MAIN
5
D00— DRAINAGE SWALE .1'DF DEEP-FOO77NG
(MIN.) HOUSE I 39"t
HOUSE I —-!-—P HIGH POINT OF SWALE
39"t 39"t i
HOUSE ARCHITECTURAL ENHANCEMENTS 8
® DEEPENED FOOTING \/
- BLOCK WALL (PER SEPARATE PERMIT) B V BACKFLOW VALVE
42" WIDE WOOD GATE TO
MATCH WOOD FENCE o `� LOT NUMBER
fl
2"x4" 4"x4" RWD POST W/ 12"xl2" 6'HEIGHT WOOD FENCE l�(3) APPROVED HEAVY DUTY `L 16" COLUMN CONC. FTG. ^""'� -'-"--"' PHASE LINE q v
v PLAN NUMBER
HINGES MASONRY WALL TO MATCH -0 0-0- 6"HEIGHT WROUGHT IRON FENCE
2.. 4"x4" RWD POST W 12"x12^ 2" PERIMETER WALL STEP AS per+ BLOCK WALL WITH GATE - N
2"z4" / NECESSARY v
CONC. FTG. i6" WIDE COLUMN TO MATCH
PERMETER WALL BLOCK
O FENCE CONNECTION AT FRONT OF HOUSE FENCE CONNECTION AT FRONT OF HOUSE
POST-TENSION SLAB I
NO LOT SPLIT 3 LOT SPLIT
N.T.S. N.T.S.
II
�(s-��?o j/M N0. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: peolESs.DNq PREPARED BY: /� to 1! CITY OF LAKE E L S I N O R E
4�1 tzc u 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ��EPN Hq �f _� `j {��tyt,j TRACT 1 !O. 3Off-93-1 ,2,3 SHEET: 2
2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY ���o `�T�y CIVIL ENGINEERING DETAILS
AILS @(D14EEFURE
LL g➢co&Lp= 3 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. No.29242 LAND PLANNING OF 18
I�o�O o 4 LAND SURVEYING CROSSCREEK
/� OS- * P,en 3-31-2007 >•' 1181 CALIFORNIA AVE.- STE.202-CORONA,CAUFORNIA 92381 PRECISE GRADING a n d
d 5 KEN AA�SEUMALO, R.C.E.N0.56915
,r �p (951)2804144 FAX(951)260�4150 FILE NO.
TWO ORKING DAYS 6 T9jEOP CAUfOR'� � / RCE 29242 3—zy_,y- DRAINAGE PLAN i
YOU DIG 7 JOSEPH ART E LICENSE NO. DATE W,O. FOR: FB.
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