HomeMy WebLinkAboutPRECISE GRADING PLAN TR 17413-1 PLAN NO 510 ESTIMATE OF QUANTITIES - T IS(SHEET
I NO, DESCRIPTION QUANTITY UNIT
_ 1 REMOVE&REPLACE CURB&DRIVEWAY AS NECESSARY I 1 184 L.F.
2 CONSTRUCT CURB OUTLET PER DETAIL HEREON I I 1 12 EA.
INSTALL AREA DRAIN PER DETAIL HEREON 16 EA.
INSTALL jr4 TA A.B.S.PIPE AS SHOWN ON PUN r 1321 L.F.
5 CONSTRUCT RETAINING WALL PER RIVERSIDE COUNTY r 1271 LF.
STANDARD NO.284-197A&B 1
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7'MIN.
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C MUDSILL MUDSILL
1 _ * w #
L_ TES POSTTENSION SUB PER
- 6' MIN. 6'MIN. A�IND CA
HIGH r M--- B CO PACTED
--- 1 BERM SOILS ENGINEER'S R AND
AD ENDU S.
LOT 12 al M,� ' 1% POINT LD A EL SEE BOILS REPORT AND ADDENDUMS.
T.C.ELEV. 1'-0' SPEED-D TUFF GRATE 1 2%MIN. x /N R
P=183D (SEE PUN1 OR APPROVED(EOUAREEN) 6' MIN.BELOW - C MIN.BELOW TO 12' ' 5 PAD ELEVATION
T u Z
M/N. FG, FLOWLINE OF SWALE -
•FLOWLNE OF SWALE * IN I J MIN.
-- - SECTION C-C
CURB SECTION A A A I A C C
CRATE HOUSING PAD ELEVATION kllIN E%TRA HEIGHT OF FOOTING TO
ADAPTER N.D.S.No. /22I 2 2
BE DIMENSIONED ON PUNS
0 HOLE COI E -w'2 REDUCER C APPROVED EQUAL L I J L I R/W /C 1 T- -1tDRILLED IN CURB 5 7' VARIES 17'MIN. ! GARAGE 4PIPE RISER I PUSDC TEE SET INVERT OF PIPE a 1v D M11
1'ABOVE FL.CUTTER --- NOTE:FOR BINDING O FOUTOOP 5'MIN. 5, DRNEWAY G • � MIN.BELOW OF SWALE
A.B.S.TO P.V.C., BANOBAn(VTI�IIG
A' FLOWLINE OF SWALE
-� CONTRACTOR TO AS S ,GY A.B.S.® PIPE SIZE INV.ELEV USE WELD ON 194 NGLERO ) O.SR MIN.-15R MA% __
SECTION C-C
S-0.02 MIN. PER PUN (SEE PUN) SOLVENT OR EQUAL. 2%MIN. WHERE DEEPENED FOOTING REQUIRED) 0 15 30 60 90 120
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Ll
AREA DRAIN CURB OUTLET DETAIL LANDSCAPE AREA DRAIN DETAIL L it MIN.ABOVE PAD ELEV.
NOT TO SCALE 1 NOT 7D SCALE GARB D-J SECTION D-D SIDEYARD DRAINAGE -TYPICAL LOT SCALE: 1"=30'
SECTION B-B NOTE:DEPRESSED CURB DRNEWAY APPROACH PER STREET
DRIVEWAY NOTE: PLAN
PLANI I � L
IMPROVEMENT PLANS. SANDBAGGING AND DRIVEWAY DETAIL
REVIS ONS: APPROVED BY: PREPARED BY: HUNSAKER & ASSOCIATES CITY OF LAKE ELSINORE
EXISTING CURB & DRIVEWAYS TO BE BENCH MARK �\ �� IRVINE, INC
OFESSIO INLAND EMPIRE REGION PRECISE GRADING PLAN
B.M. E-12-70 ORp NUDDLF�(� 4-
MODIFIED OR REMOVED AS NECCESSARY q� o- 9Q< PAUL R.}7UD LE TON R.C.E. 58020 EXP. 6/30/O6P 2900 ADAMS STREET.SUITE A-15 2
AND NEW DRIVEWAYS (CONSTRUCTED AS o.$ M E N.E. ALONG RAILROAD CANTON ROAD y _ / fl RIVERSIDE CA 92504 19091052 7200
A FROM INT. OF STATE HWY. 71. 373 FT. N.W. -n N0.58020k DATE: PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS I j OF
SHOWN HEREON: W EKP.6 JD D6 m -
OF R LROAD CANYON ROAD, 3.0 FT. S. OF 1� / / a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: TRACT 17413 1
P.P.# 14090 CWT, 1.0 FT. N. OF MARKER POST. m� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 4
NOTE: SEE SEWER & WATER( PLANS THIS TRACT BRAS DISC SET IN TOP OF CONC. POST. 1\t oFI c�u ate' MARK DED V-DITCHES REV D W LOT DESCRIP ADDED WALL BEHIND PRV LOT 25 PR�R APPR DATE / SCALE: 1" = 30' STONEWOOD DEVELOPMENT PHASES 1-3
MARK E-12-70. F CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 5665 OBERLIN DRIVE, # 104 LOTS 25-58, 65-83 & 1 15-123, SHEETS
FOR BACKFLOW PREVENTION DEVICES. DESIGN D BY: LAURA KEEHNEL I DRAWN BY: LAURA KEEHNEL SAN DIEGO, CA 92121
ELEV. 1296.095 - 1970 ADJ. CHECKED BY: PAUL HUDDLESTON I PROJECT MANAGER:PAUL HUDDLESTON RAY O'DONNELL RICE # 26603 DATE:NOVEMBER 2002 (858)546-1854 (909) 1 W.O. FOR:STONEWOOD DEVELOPMENT F.B. FILE INO.
_ __ . - I I' ?I T T•'I� ..•J�.mr. m„I T,r,.l,,- --'1 � 0
( � YWu 7m f I
m D'•
ESTIMATE OF QUANTITIES 1-1!THIS SHEET
NO. DESCRIPTION I QUANTITY UNIT
' 2 CONSTR CURB OUiI£T PER® AY AS
D L HEREON!
CE55AR7 I 225F.
p - 3 INSTALL AREA DRAIN PER DETAIL HEREON I I 2 EA.
q
4 INSTALL J'A.B.S.PIPE AS SHOWN ON PUN I 1• 190 L.F.
5 CONSTRUCT RETAINING WALL PER RNERSIDE COUNTY r I 133 L.F. t.
STANaW NO.284-197A @ B I
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_____ VIA DE LA VALLE
------ -- ---- ------------------------------------- �------------ ----
----------------------- ---- ------------
dll,, '11 * � f
- _ 0 15 30 60 �9.0 120
SCALE: 1"=30' :
p DRIVEWAY NOTE:
EXISTING CURB & DRIVEWAYS TO BE
D BY. S CITY OF LAKE ELSINOREI
MODIFIED OR REM VED AS NECCESSARY REVISIONS: APPROVED BY: PREPAREWHUNSAKERIRN ASSOCIATE
I IRVINE, INC I.
B NCH MARK of sI INLAND EMPIRE REGION PRECISE GRADING P I-4�N
AND NEW DRIVEWAYS CONSTRUCTED AS B.M. E-12-70 �o a"UD°� t� PAUL R. HU L ON R.C.E. S602D EXP. 6/30/06 2900 ADAMS STREET,SUITE A 15 3
SHOWN HEREON. 0.8 MILE N.E. ALONG RAILROAD CANYON ROAD We, RIVERSIDE CA 92504 1909135z 720°
J I DATE: PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS OF
FROM INT. OF STATE HWY. 71. 373 FT. N.W. NO.58020'i
OF RAILROAD CANYON ROAD, 3.0 FT. S. OF UP.6/30/OB 9 PREPARED FOR: TRACT 17 413-1
P.P.} 14090 CWT, 1.0 FT. N. OF MARKER POST. ws THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 4
NOTE: SEE SEWER & WATER PLANS THIS TRACT ,r CIVIL ADDED V-VMHES pHH,JR THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: 1" = 30' STONEWOOD DEVELOPMENT PHASES 1-3 SHEETS
FOR BACKFLOW PREVENTION DEVICES. BRASS DISC SET IN TOP OF CONC. POST. For Fob CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LOTS 25-58, 65-83 & 1151121
MARKED E-12-70. CAL+ MSS OESCRIPTIUN BY APPR DATE SEES OBERLINOBEIEGO DRIVE,1_ 104
DESIGNED BY: LAURA KEEHNEL DRAWN BY: LAURA KEEHNEL (SAN85 DIEGO, 5 92 21
ELEV. 1296.095 - 1970 ADJ. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER:PAUL HUDDLESTON RAY O'DONNELL RCE # 26603 - DATE:NOVEMBER 2002 (858)546-1854 (909) W.O. FOR:STONEWOOD DEVELOPMEM F.B. j I ( �ILE N0.
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u
ESTIMATE OF QUANTITIES L THIS SHEET
IV. I N0. DESCRIPTION QUANTITY UNIT -
I
1 REMOVE&REPLACE CURB&ORNEW'AY AS NECESSARY 101 LF.
2 CONSTRUCT CURB OUTLET PER DETAIL HEREON , t 2 EA
INSTALL AREA DRAIN PER DETAIL HEREON 2 EA.
- 4 INSTALL X AB.S.PIPE AS SHOWN ON PUN I 176 L.F.
5 CONSTRUCT RETAINING WALL PER RIVERSIDE COUNTY I 92 LF. -
STANDARD NO.284-197A&B
I
I I I
I 1 LOT 08 I I LOT 07 I I LOT 06 LOT D5 LOT D4 LOT DS LOT 02 LOT D1
- P.
_- 1580.7 P.f566.7/ P=15 602 P I '15702 P.157
I I 0.7 P 15713 P='15T18 P='15/2.5 I
I ------- ------- - - ---
29
III I, O7 83 w 8
y 1542.0
lu IIII I I
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LOT 62 r e '�'s r 6 r '3 r a r •s
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I, 6I!II I II It!. ' II' I '., _-/ // �• I+ 6SC Bc, (II I I .� \C\\�\M/N.\I2I' /00`6.....28'20.''r=61 y5 L�fr_A�Lt0 0J.'�5�-
C'b.4 B.9.,J Is 11�54.0 M7/0`T'�F �+,I�fSLJ�"91•.G514 B0,.0m.oI.f15L,p.J�09•..G91.'B. �.GF1 I-HF_0.010' M[, 000II.
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S.`0='0' f.L.-00.•.G..056 B.'.'3.' I 7// .5• 5-66.0 0g'
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0.3' 540.3
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P�T15 4732
153.7 543.05• LO
66 0.7 70
F. 7f j 5 4 5+ L 4 I
5R 5RL 5 5
P=LOT 61 P=1538.7 1540
FF=1539.4 0 P=1540.8 o.e•P-1541.4 FF=1542.85 09• P=1542.5 - 3.00.0
1 .. 153.7FP� o.r 1 1541.55 F=1542.1 I 0.4' FF= 425 FF=1543.7
15784 0.467 0.0'
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: 1 �5122 G .0 q W C
G P -45.22' AA a - �.144.22',LMM. . 10.78•
I 48.22' 7.78 43-12� q'" `
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(�! i I tll 536.7 1s40.3 1
7 15425 I V,
-� B 2:7
LOT 80
'I Py 1520.2 - I
Y \ I
1 M/sN. 1508.7 MIN. _ IS i[ Z� 0 I ; 'I
MIN.
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tl I. I _ _ 1 II I I o3FF=1510.08 5 0.7• 2RF FF=151�.25 os P_1511.0 2CF os' P=1512.1 .. o.i P=1512.7
P=151 FF-1511.75 _ FF=151
II ' S8�-r o.o I � I P-1511.61i.u' I 2•�. I I •FF=1513.45 I
l LOT 60 ��g GFF_ FF=151 1.04 s 5§_F s $5 s FF=1512.3 ' s' S 3 r+ 5
GFF_ GFf_ - �52
5' S'+ CFF_ GFF_
_ slos 1s1to LOT 51
I, I I� N4i 1512.1 1512.7
0.4• 0.8' Py 1515.2
I GFF=- _ 0.4'
I I508. - O.T 1509.3 �A 1 1 I � _5 0.29 GFF=
1511.E
C4 1 1 0.0' iD 0.7 b.6' 1510.5 1509.5 1509.8 OFF
O 1.0
0.9' F1rGH i5i1.1 151 fA
1512.7
--- 5 'e 55.0 55.00•
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IA
DE _LA= VALLE -----_------- I
I II I;
I
II
I I
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'I ill 0 15 30 60 01
,t I 1 120
III' III' DRIVEWAY NOTE:
SCALE: 1"=30'
j EXISTING CURB & DRIVEWAYS TO BE
MODIFIED OR REMOVED AS NECCESSARY r
BEN H REVISIONS:
MARK APPROVED AND NEW DRIVEWAYSOVED BY: PREPARED BY. MHUNSAKER & ASSOCIATES CONSTRUCTED ASCITY OF LAKE ELSINORE
B. # E-12-70 QpOFE951p„ IRVINE, INC
SHOWN HEREON. INLAND EMPIRE REGION
0. MILE N.E. ALONG RAILROAD CANYON ROAD �4 °m`", PAUL R. DE S ON R.C.E. 58020 EXP. 6/30/06 2900 ADAMS STREET,SUITE A-15 PRECISE GRADINGPLA ,1FR M TNT. D STATE HWY. 71. 373 FT. N.W. No.58020 'm DATE: RIVERSIDE CA 92504 19091352-7200 4
OF RAILROAD CANTON ROAD, 3.0 FT. S. OF I� EXP.6/30/06 a PLANNING/ENGINEERINO/SURVEYING/GOVERNMENT RELATIONS TRACT 17413-1 OF
NOTE: SEE SEWER & WATER PLANS THIS TRACT EIFV.
# 14090 CWT, to FT. N. OF MARKER POST. �� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR:
FOR BACKFLOW PREVENTION DEVICES. R SS DISC SET IN TOP of CONC. POST. .f c/VR °�< ADDED V-DITCHES THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: 1" = 3o STONEWOOD DEVELOPMENT PHASES 1-3 4
A KED E-12-70. �'cnuF MARK DESCRIPOON I AppR DaTE CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SEES OBERLIN DRIVE, 104 SHEETS
DESIGNED BY: LAURA KEEHI`JEL DRAWN BY: LAURA KEEHNEL OTS 25-58 65-8- 1296.095 - 1970 ADJ. 3 & 115-1
CHECKED BY: PAUL HU SAN DIEGO, CA 92121
�.. DDLESTON PROJECT MANAGER:PAUL HUDDLESTON RAY O'DONNELL RCE # 26603 DATE: NOVEMBER 2002 (858)546-1854 (909) W.O. FOR:STONEWOOD DEVELOPMENT F.B. FILE N0.
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