HomeMy WebLinkAboutTR30494 PA-30B Precise Grading pg.2 R/W R/W PL ABBREVIATION: GENERAL NOTES:
10, 10, �Fq� ELEVA¶0 BIN
FLOW OFLIN WALK 1.SEE TRACT MAP FOR EASEMENTS,DIMENSIONS AND IDENTIFICATION.
5' 5' 1 5' 5'
SIDEWALK LANDSCAPE SIDEWALK DRIVEWAY FF HOUSE FINISH FLOOR
2% (6"CURB AND GUTTER) X �0 2.PLANS PREPARED IN CONFORMANCE WITH F.H.A.DATA SHEET 798.
2 5"CURB .; — — -DEPRESSED CURB AND GUTTER PQP� _ GB GRADE BREAK SURFACEFS FINISH 3.LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC.
- FY" --- GFF GARAGE FINISH FLOOR
SWALE 0 1%MIN. a
a z
_ 2%MIN. 6 HP HIGH POINT 4.MINIMUM SIDE-YARD: 5'.
CLASS"B"CONCRETE 1 B o 20%MAX. INV INVERT 5. NO DRIVEWAY SHALL EXCEED 8%GRADE,WITH A VERTICAL CURVE AT GARAGE.
N.T.S. NOT TO SCALE
PCC PORTLAND CEMENT CONCRETE
SECTION A—A �TM
Hi 5'MIN. 6.THE CONTRACTOR SHALL NOT BEGIN ANY OF THE WORK SHOWN ON THESE
-LANDSCAPE N.T.S. C r C PVC POLYETHYLENE PIPE PLANS UNTIL HE HAS OBTAINED FROM THE OWNER'S ENGINEER OF RECORD,
' i I' R/W RIGHT OF WAY A COPY OF THE"GENERAL SPECIFICATIONS"FOR THE PROJECT AND HAS HAD
SECTION B—B DRIVEWAY APPROACH DETAIL I FF ELEV.PER PLAN II TC TOP OF CURB A PRE-CONSTRUCTION MEETING WITH THE OWNER'S ENGINEER.
PAD ELEV. PER PLAN TG TOP OF GRADE 7.POST TENSION SLAB IS TO BE USED ON ALL UNITS ON LOTS WITH AN
N.T.S. NT.S 5'MIN. .I TYP TYPICAL
EXPANSION INDEX HIGHER THAN 50(U.N.O.EXPANSION INDEX TO BE
2%MIN.(PRIVATE STREET)
$ I 20%MAX. I $ DETERMINED FOR EACH LOT AFTER ROUGH GRADE).
-- I 8.CONSTRUCT 4"PVC SEWER LATERAL FROM PROPERTY LINE TO HOUSE PER
DETAIL A 4 2 'I 3'MIN. 3'MIN. EVMWD STD. NO.S-14. SLOPE 2%MINIMUM,TYPICAL ALL LOTS
R 3
9.INSTALL SEWER CLEANOUTS, AT 100'INTERVALS AND AT ALL ANGLE POINTS.
[1_6'WOODEN FENCE 10. CONSTRUCT 1"COPPER WATER LATERAL FROM PROPERTY LINE TO HOUSE,
i 5' MIN IL- 5'MIN I� G0
TYPICAL ALL LOTS.
BLOCK WALL I _ Z�
I (BY SEPARATE PERMIT) to 5 —"- III 11.INSTALL BACKFLOW DEVICE ON SEWER LATERALS PER EVMWD STANDARD
OMIT 1 BLOCK to ..�� oI NO.5-12 ON LOTS SHOWN ON SHEETS 4 THRU 14.
3'MIN 2'MIN 2' MIN 3'MIN o
1 a FOR FLOW •'::
6" 8"
mv F.G. I B
I �ti % 'wN CONSTRUCTION NOTES QUANTITIES
2g^MIN. Q 2.1 I 2 I .: %MIAX. PLP� .el R W .I• gA,, '
PAD - PA0{ SE6 F,o� 1 CONSTRUCT DRIVEWAY APPROACH PER DETAIL HEREON 72,108 SF
09,MqX MAX. Mqx - * I _ I 9N 2 CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECTS SPECIFICATIONS PER SEPARATE PERMIT 5,724 LF
VARKs 6" IN. COVER _
® FOOTING
X-b��roN IF vl Iz crosea 3 CONSTRUCT 6"HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS PER SEPARATE PERMIT 157 EA
7NnN 5' Tn Ha us s. STREET SLOPE
SECTION 'C—C' DETAIL A 7 7 4 REMOVE 1 BLOCK FROM BOTTOM COURSE® FLOW LINE 157 lA
2 N.T.S. B LA O5 CONSTRUCT 4"PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4') 15,015 SF
6 INSTALL 6"SQ. NOS GRATE INLET NO. 05 (GREEN) PER DETAIL HEREON 314 EA
TYPICAL LOT DRAINAGE 7 CONSTRUCT 3"PVC PIPE WITH CURB CORE(INVERT 1/2"ABOVE FLOW LINE) PER COUNTY OF RIVERSIDE STD NO. 310 26,586 LF
R NT.S. 87 INSTALL 6"SO. NOS GRATE INLET NO. 05 (GREEN) WITH SPEE-D BASIN NO. 201 PER DETAIL HEREON 279 EA
16" WIDE COLUMN TO MATCH R -
PERIMETER WALL CENTERED ON P.L. APPROVED 1 39"t HOUSE LEG ND:
5'(MIN.) LATCHED 1
HOUSE---,,,, 39"t 1 39"t HOUSE ----- CURB AND GUTTER PROPOSED SPOT ELEVATION
HOUSE j-9-{ —--— RIGHT OF WAY
10' MIN. PROPERTY LINE --E) STREET LIGHT
42" WIDE WOOD GATE TO --- EASEMENT LINE 156 LOT NUMBER
b MATCH WOOD FENCE o
1° (3) APPROVED HEAVY DUTY �'` 2'x4 4"x4" RWD POST W/12"x12" _ :IT- PROPOSED SLOPE
2.37 STREET GRADE
HINGES 16" COLUMN CONC. FTG. —805— FINISH CONTOUR ELEV. [W] WATER METER
2 2"x4" 4"x4" RWD POST W/12"xl2" MASONRY WALL TO MATCH - — — - LIMITS OF PAD
"2 PERIMETER WALL STEP AS FINISH FLOOR
CONC. FTG. AIR CONDITIONER
NECESSARY � - d INTERCEPTOR DRAIN �^1
16" WIDE COLUMN TO MATCH a n �S�p1-� W WATER MAIN IJ ELECTRIC TRANSFORMER
PERIMETER WALL BLOCK PAD -!'ILLQPO S SEWER MAIN IF HANDICAP RAMP
n FENCE CONNECTION AT FRONT OF HOUSE —---�'0—H P DRAINAGE SWALE � CURB INLET CATCH BASIN
J NO LOT SPLIT n FENCE CONNECTION AT FRONT OF HOUSE e," —- 1!- HIGH POINT OF SWALE -C? FIRE HYDRANT
N.T.S. LOT SPLIT
N.T.S. DEEPENED FOOTING .I'OF DEEP-FOOTING
SECTION X-X ® BLOCK WALL (PER SEPARATE PERMIT) ARCHITECTURAL ENHANCEMENTS
6" N.T.S. — 6'HEIGHT WOODEN FENCE
(PER SEPARATE PERMIT) BV BACKFLOW VALVE
PHASE LINE
�--�� 6'HEIGHT WROUGHT IRON FENCE 1 6 LOT NO.
OPENING
GRATE
OPENING - BLOCK WALL WITH GATE HOUSE PLAN NO.
FINISH GRADE
10' R. (F PLAN SLOPE GRATE INLET ROPE
FINISH GRADE ) O-
5 5 SLOPE 6" POST-TENSION SLAB
LANDSCAPE SIDEWALK (PER,LAN) GRATE INLET P RLOPAN �'�TL� I
FL OF PIPE 4/2" 1 112 MIN. COVER )
ABOVE GUTTER
FLOW LINE D 3"PVC 2% 3"PVC -III- q- 1I I II II 1IIFI 1=
INVERT ELEV. 2Z 1= - 3,_7/e. I �IIF �IIr
_: I DRAIN PIPE
PER PLAN ."
SPEE-D BASIN
2 IN PIPE 3"PV f201 3"PVC
D 9" 6" 9" v QPOFESSION
CURB DRAIN THRU WALK a Quo (A MA9r<Fy
®AS PAEPAReD EYMAYER$AND ASSOCIgiES C1HL EIKiINt!ERING
/y.Z 19SVECTR711(fbIWELXM'SUIT[609
LAXP Foa v,CA 92630
N T.S SECTION D-D ELBOW III�Ta� S=0.005 MIN. =II,_����IIIi� Tllll- =Ti1=1_ s 1949)S99-o870
N.I..S INV.ELEV. (PER PLAN) INV.ELEV. (PER PLAN) * * C949Y 599-0250FAK
6" SQUARE NOS GRATE INLET mrq� c1v1L o � h4AvF_ps &ASSOCIATES
6 N.rs 8 6" SQUARE NDS CRATE WITH SPEE-D BASIN OF CALIF PLANNING•E CIVIL IEERINGLSNRV£Y1N6
N.1..S
l7 e D @M NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY:
1 �oF oNq CITY OF LAKE ELSINORE 2
THESE PLANS WIVE BEEN RENEWED FOR COMPLLINCE WITH THE �� ��TRC TRACT NO. 30494 PA-30B SHEET
nTl P.1�.c"wt--To SEGTINI c-C 26 zoe8 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CRY y� ( DETAILS 8� GENERAL NOTES PALL-'rOo III� 3 AND STATE LAWS AND A PERMIT GW BE ISSUED. No.23434 'p ` OF.' 14
a CARINA
yW/9 * E 12-31-07 * ONE CORPORATE PARK.STE.101 IRVINE CNLIFORNIAMN
]]] •I PRECISE GRADING PLAN FILE NO.
5 KEN SEUMALO, R.C.E.NO.66910',57//9 WE, P QT/ �(99/Q/-0577 FAx(9a9)852A582
TWO WORKING( DAYS 6 T rF OF CA"CAUF���\ ` -- RCE 23434 12131107 v
BEFORE YOU DIG 7 DENNIS D. NELSON LICENSE NO. DATE I W.O. I FOR: F.B.
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