963bb_sdGENERAL NOTES:
1, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY
TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN
ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT—OF—WAY,
DEDICATED AND ACCEPTED FOR PUBLIC USE. AND TO BE RESPONSIBLE FOR SATISFACTORY
COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF
CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY
BE REQUIRED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK
AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM
COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF
CONSTRUCTION.
PHONE. (951) 955-6885 FOR PARCEL MAPS AND TRACT MAPS.
J. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST
EDITION, COUNTY ORDINANCE N0. 461 AND SUBSEQUENT AMENDMENTS.
4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE
STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS,
STORM DRAINS.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND
MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT
LIMITS AND ITS SURROUNDINGS TO PROVIDE SALE PASSAGE FOR THE TRAVELING PUBLIC AND
WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY.
A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO
OBTAINING AN ENCROACHMENT PERMIT.
6. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS
FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL
BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY.
ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE
STANDARD SPECIFICATIONS.
7. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION
ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE
PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION
DEPARTMENT
8. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED,
ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR
CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE
TRANSPORTATION DEPARTMENT.
THOMAS GUIDE PAGE 646 SECTION D-7
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SECTION 8, T. 2S, R. 4W
RIVERSIDE PUBLIC
UTILITIES - WATER
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REVIEWED FOR CONFLICTS BY- DAT
NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL
COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/ OR GRADING PERMIT HAS BEEN ISSUED
OFF-SITE STORM DRAIN PLANS FOR:
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THE PRIVATE ENGINEER SIGNING THESE PLANS IS
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ACCEPABILITY OF THE DESIGN HEREON. IN THE EVENT OF
DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
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RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION
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RIVERSIDE, CA.
TR 28957
CONSTRUCTION NOTES & QUANTITIES:
QUANTITIES ARE FOR BONDING PURPOSES ONLY — CONTRACTOR
TO BID PROJECT BASED ON HIS OWN 'TAKE—OFF"
INSTALL 24" R.C.P. CLASS IV D-2000 .............................................
963 LF.
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INSTALL 18" R.C.P. CLASS IV D-2000 ...............................................
40 LF.
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CONSTRUCT JUNCTION STRUCTURE No.4 PER
R. C. F. C. & W.C.D. STD. DWG. No. JS229.................................................
1 EA.
(�4 —
CONSTRUCT MANHOLE No. 1 PER R. C. F C. & W.C.D.
STD. DWG. No. MH 251...............................................................................3
EA.
CONSTRUCT JUNCTION STRUCTURE No.2 PER
R. C. F. C. & W.C.D. STD. DWG. No. JS227...................................................
1 EA,
INSTALL CONCRETE BULKHEAD PER R. C. F. C. & W.C.D. STD. M816..........
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DWG NO. 1-582
FILE 903—C. RCFC
MAINTAINED
-JJG JCFR0Vr EL rjailrN-rARY
SOH001,
APN 266-205-001
REVISIONS
100 0 100 200 300
e N D E x M A P
SCALE 1" = 100'
mm
ENGINEERS SEAL
NO. 53390
EXP. 6-30-17
,\FIN 255-070-009
r1PN 255-070-010
RCFC PERMIT #: EP 3544
ENG I NEE/4S
Civil Er?gkmmv ng • Surveying • Planning
6879 Aimo riv Riverside, CA 92504
Te((951) 8}0 Fax:(951) 688-0599
Undef IF
BY: BI IDRAWN BY: BI I CHECKED BY:
RIVERSIDE COUNTY NOTE
THIS PROJECT IS BONDED AND TO BE INSPECTED
BY CONSTRUCTION INSPECTION DIVISION.
INDEX OF SHEETS:
SHEET NO. 2
BENCH MARK J8 -F2
CHISLED SQUARE AT THE SOUTHEAST TOP OF A
CATCH BASIN ON THE NORTHERLY SIDE OF CENTER
STREET EAST OF TRANSIT AVENUE
ELEV.: 955.205
SCALE: HOR2. AS NOTED VERT. N/A
DESCRIPTION
TITLE SHEET
PLAN AND PROFILE (GARFIELD AVENUE)
GARFIELD AVENUE SHEET No.
I. P. NO. 070057
COUNTY OF RIVERSIDE
TR 28957
OFFSITE STORM DRAIN PLAN
COVER SHEET OF 2 SHE
ROCERTYI W.O. $430 ICOUNNo.
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_EFS ' HORZ. 1 ”=40' -
PS
VERT. 1 "=4'
11 12 13
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2a IN ALL 1 lV -
3� CONSTRUCT JUNCTION STRUCTURE No.4 PER
R. C. F. C. & W.C.D. STD. DWG. No. J5229
4� CONSTRUCT MANHOLE No. 1 PER R. C. F. C. & W.C.D.
STD. DWG. No. MH 251
50 CONSTRUCT JUNCTION STRUCTURE No.2 PER
R. C. F. C. & W.C.D. STD. DWG. No. JS227
6& INSTALL CONCRETE BULKHEAD PER R. C. F. C. & W.C.D. STD. M816
NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/ OR GRADING PERMIT HAS BEEN ISSUED
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPABILITY OF THE DESIGN HEREON. IN THE EVENT OF
A, DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
W whaft below. DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION
Call before you dig. AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MARK BY DATE REVISIONS
0 • • 80
SCALE 1 .0
120
RCFC PERMIT #: EP 3544
ENGINEERS SEAL AI.O LM
..
19
LINE
LENGTH
BEARING
20
12.30
N44°42'37"W
L2
855.02
NO°01 '51 "E
L3
33.99
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L4
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PR/OR TO C ffln CnON
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2a IN ALL 1 lV -
3� CONSTRUCT JUNCTION STRUCTURE No.4 PER
R. C. F. C. & W.C.D. STD. DWG. No. J5229
4� CONSTRUCT MANHOLE No. 1 PER R. C. F. C. & W.C.D.
STD. DWG. No. MH 251
50 CONSTRUCT JUNCTION STRUCTURE No.2 PER
R. C. F. C. & W.C.D. STD. DWG. No. JS227
6& INSTALL CONCRETE BULKHEAD PER R. C. F. C. & W.C.D. STD. M816
NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/ OR GRADING PERMIT HAS BEEN ISSUED
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPABILITY OF THE DESIGN HEREON. IN THE EVENT OF
A, DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
W whaft below. DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION
Call before you dig. AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MARK BY DATE REVISIONS
0 • • 80
SCALE 1 .0
120
RCFC PERMIT #: EP 3544
ENGINEERS SEAL AI.O LM
..
19
LINE
LENGTH
BEARING
20
12.30
N44°42'37"W
L2
855.02
NO°01 '51 "E
L3
33.99
N44`58'09 "W
L4
39.58
N44°58'53"W
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PROP. 12 WTR
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Civil Engineering •Surveying • Planning
6879 A rp Dr Riverside, CA 92504
NO. 53390 a Tel:(951) 88 1- Fox:(951) 688-0599
EXP. 6-30-17
Under s�
t CIv11. L R.C.E. 53380 06.30.17
9�or CAL\ �� DESIGNED BY: BI DRAWN BY: BI CHECKED BY:
12 ""„ WT � J
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1 1/4" I. P.
TAGGED COUNTY
SURVEYOR PER
M.B. 135/22-24
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11+00
rEX. 8 WTR
SD STA 19+27.10
SWR STA 309+40.26
995.67 BOT 24" SD
993.55 TOP 8" SWR
LINE TABLE
LINE
LENGTH
BEARING
Ll
12.30
N44°42'37"W
L2
855.02
NO°01 '51 "E
L3
33.99
N44`58'09 "W
L4
39.58
N44°58'53"W
BENCH MARK JB—F2
CHISLED SQUARE AT THE SOUTHEAST TOP OF A
CATCH BASIN ON THE NORTHERLY SIDE OF CENTER
STREET EAST OF TRANSIT AVENUE
ELEV.: 955.205
SCALE: HORIZ. AS NOTED VERT. N/A
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
C1
31.24
40.00
44°44'27"
16.46
C2
27.50
35.00
45°01'09 -
14.50
GARFIELD AVENUE SHEET No.
I. P. NO. 070057
COUNTY OF RIVERSIDE 2
TR 28957
OFFSITE STORM DRAIN PLAN
OF 2 SHEETS N
SCHEDULE A o
R:HIGHGROVE PROPER W.O. 8430 COUNTY •�� 2
OWNER, LLC FILE No.
U.- \Projects \FOREMOST COMMUNITIES\8430\engineering \STORM DRAIN\8430 sdO2.dwg