HomeMy WebLinkAbout509-2 ESTIMATE OF QUANTITIES
NO. DESCRIPTION QUANTITY UNIT
1 RENOVE&REFUGE CURB&DRIVEWAY AS NECESSARY 0 L.2 C17NS1RUCT WRB OI1iLEf PER DETA9.HEREON 4 EN.
INSTAU.AREA DRAIN PER DETAIL HEREON 7 EA. .
4 INSTALL 3'A&S PIPE AS SHOWN ON PUN 304 LF.
5 CONSTRUCT RETAMING WALL PER RNERSIDE COUNTY 50 LF.
STANDARD NO.284-197A&B
r B
w I
YY D+B HIGH 3'MIN.
POINT MUDGUL
1%
2%MIN. 6'MIN — • s C�
in 2E I A%MM• o G
A ! A C ' CPEED o-ruFF cRarE Z
6'MIN.BELOW T.G.7 ELEV 1'-0'
L! J L J FLOWLNE OF SWALE (SEE PLAN OR APPROVEDIEOUALR�"�
I SECTION A-A T Nm F., C
AS HD`� cRarE NQusNc 9
SWD LOTS REDUCER p: PRROVEO•FOWL 221 NZ
SINGLE ROW(2 HIG) � _REDUCER
PLASRC TEE ZJ
L NOTE FOR BINDING
AB.S.TO P.V.C.,
CONIRACTOR TO
PIPE SIZE INV.ELEV. USE WELD-ON 194
CURB D ROUND 3'MIN.
PER PLAN (SEE PUN) SOLVENT OR EQUAL'L
OFF TOP
PLAN n LANDSCAPE AREA DRAIN DETAIL
NOT TO SCALE
SIDEYARD DRAINAGE - TYPICAL LOT 2%MI"•
SANDBAGGING AND DRIVEWAY DETAIL 12 MI" P"°�`
SECTION B-B
•INDICATES POST TENSION SLAB PER
(V
SOILS ENGINEERS REGOMENDATIONS.
O
SEE SOILS REPORT AND ADDENIXIMS.
M
a
n
i
7'MIN. 5 R PAD ELEVATION
3'MIN. 4'MIN. • 3'MIN
MUDSILL CURB T
• 6'MIN. PAD ELEVATION 12'MIN. BE DI HEIGHT D FOOTING TO HOLE CORE
COMPACTED BE DIMENSIONED ON PLANS _ M_11D
2 2
P E BERM q 1 11 DRILLED IN CURB m O
SET INVERT OF PIPE ——_ L a
6'TO 12' I-ABOVE FL GUTTER
FLOWLINE OF SCALE
8'MIN.BELOW �6'MIN.BELOW �_ v 2
FLOWUNE OF SCALE FLOWUNE OF SWALE -----� '
SECTION C-C SECTION C-C 3•A.B.S.•
z�5-0.02 MIN.
(WHERE DEEPENED FOOTING REQUIRED) n C
n AREA DRAIN CURB OUTLET DETAIL
L 3 ED
NOT TO SCALE W N FIT
S
� I
R/W C
o
GARAGE
DRIVEWAY
C 0.5R MIN.-15%MAX-Y Zl_ n �
o
o I
SECTION D-D w
NOTE:DEPRESSED CURB DRIVEWAY APPROACH PER STREET d
IMPROVEMENT PLANS.
a I
a
0
45-0'
45'-0' 45'-0'
45-0' 45'-0' 45'-0" oPr.oEck-', aar-b"ccK" o
P_EIEV. � P-ELEV. 3 K ggtE-
ELEV, b -T �EIF/. 5_ P�ELEV. 99 ELEV• P�ELEV. $�-B"EV �� FF� $ E I $ FF-ELEV.b f n F ' ELEVATION TYPES z
1-F,6 _ FC - FRENCH COUNTRY w Z
a-nfv. T - TUSCAN _ O GT
S - SANTA BARBARA (SPANISH) n
DA'• , 1 - ITALIANATE C
PLAN 3
PLAN 1 PLAN 2 PLAN 3 W/O EXTRA GARAGE PLAN 4 PLAN 5 m CO
2,387 SQ.FT. 3,026 SQ.FT. 3,253 SOFT. 3,253 SQ.FT. 3.400 SQ.FT. 3,495 SQ.FT. d N m m
1 STORY 2 STORY 2 STORY 2 STORY 2 STORY 2 STORY • FOR DETAILS SEE ARCHITECTUAL PLANS
3 BEDROOMS 4 BEDROOMS 4 BEDROOMS 4 BEDROOMS 4 BEDROOMS 5 BEDROOMS
2-CAR GARAGE 3-CAR GARAGE 3-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 3-CAR GARAGE
0 UNITS 1 UNIT 1 UNIT 0 UNITS 1 UNIT 1 UNIT
0% OF 4 LOTS 25% OF 4 LOTS 25% OF 4 LOTS 0% OF 4 LOTS 25% OF 4 LOTS 25% OF 4 LOTS
m
n
TYPICAL HOUSE TYPES
0
SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS !
DRIVEWAY NOTE: =I
REVISIONS: APPROVED BY: PREPARED BY: HDNSASER & ASSOCIATES CITY OF LAKE ELSINORE
EXISTING CURB & DRIVEWAYS TO BE BENCH MARK ESS ! 7 IRVII& INC
MODIFIED OR REMOVED AS NECCESSARY B.M. # E-12-70 0``°` °"'< ❑ INLAND EMPIRE REGION MODEL SITE PLAN
0.8 MILE N.E. ALONG RAILROAD CANYON ROAD 3`' o-N`pOL�ro PAUL R. DD ESTON R.C.E. 58020 EXP. 6/30/06 2900 ADAMS STREET,SUITE A-15 2
AND NEW DRIVEWAYS CONSTRUCTED AS + RIVERSIDE CA 92504 I9091352-7200
FROM TNT. OF STATE HWY. 71. 373 FT. N.W. ,'e' DATE: O PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS OF
SHOWN HEREON. OF RAILROAD CANYON ROAD, 3.0 FT S. OF n EXP.6/30/06 A TRACT 17413
P.P.j 14090 CWT, 1.0 FF. N. OF MARKER POST. qy, THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: f
NOTE: SEE SEWER & WATER PLANS THIS TRACT BRASS DISC SET IN TOP OF CONC. POST. +J C/VI + THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE, 1" = 20' STONEWOOD DEVELOPMENT 3
OF G,1,\F� MARK DESCRIPTION BY WPR DATE CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LOTS 24— 29 SHEETS d
FOR BACKFLOW PREVENTION DEVICES. MARKED E-12-70. DATE: 5665 OBERUN DRIVE, # 104
DESIGNED BY: LAURA KEEHNEL DRAWN BY: LAURA KEEHNEL a..� /JL�m..,...Ul //-/L-o2. SAN DIEGO, CA 92121 3
ELEV. 1296.095 - 1970 ADJ. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER:PAUL HUDDLESTON Z RAY O'DONNELL RCE # 26603 SEPTEMBER 2002 (858)546-1854 909 W.O. FOR:5TONEWOOD DEVELOPMENT F.B. FILE N0. _
Doi—�I�7/o2 &Ash'. ft�ch �rCrP` ,'25,28 '