953t_sdGENERAL NOTES
i. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND
RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION
SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
PHONE: (909 955 -6790 FOR PERMIT CASES (C.U., P.U., P.P. OR VOLUNTARY)
CASA ON AND AREA WEST
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION
DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION COUNTY ORDINANCE
NO. 461 AND SUBSEQUENT AMENDMENTS, THESE PLANS AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, LATEST EDITION.
3. IT SHALL BE THE RESPONSIBILITY OF THE 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.
4, CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO
COUNTY STANDARD NO, 206 AND /OR NO, 207, AS DIRECTED IN THE FIELD.
5. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING
PLACEMENT OF THE ASPHALTS RFACING. 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 STATE STANDARD SPECIFICATIONS.
6. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE OWNER IS RESPONSIBLE AS A MINIMUM
FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT,
INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE
CURRENT ASSIGNED TRAFFIC INDEX.
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 FAOL177ES ARE
IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT.
8, ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TEST MAY BE TAKEN AFTER ROUGH
GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401
IF EXPANSIVE SOILS ARE ENCOUNTERED.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND MAINTAIN ALL
CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS
SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE
FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY.
10. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND
MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS,
OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE
DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE
ROADS UNDER THE JURISDICTION OF THE DEVELOPER.
11. CONSTRUCTION PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A NATURAL POLLUTANT
DISCHARGE ELIMINA770N SYSTEM (NPDES) PERMIT. OWNERS /DEVELOPERS TO FILE A NOTICE OF
INTENT (N01 WITH THE STATE WATER RESOURCES CONTROL BOARD ( SWRCS), PREPARE A
STORM WAT R POLLU770N PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE
12. 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.
13. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON
LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE
AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS.
ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELA77NG TO THE
ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990.
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COUNTY OF RIVERSIDE
30" LINE'A" STORM DOlAIN PLAN
MAIN STREET
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH
THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF
INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE Cl VI L
ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS
AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY
AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION
LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR N077FYING ALL UTILITY AND IRRIGATION COMPANIES
PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF
ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND
FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
LEGEND
BC
BEGIN CURVE
BOP
BOTTOM OF PIPE
CA
CENTER LINE
CB
CATCH BASIN
EC
END CURVE
EP
EDGE OF PAVEMENT
EX
EXISTING
FL
FLOW LINE
FS
FINISHED SURFACE
GB
GRADE BREAK
INV
STORM DRAIN INVERT ELEVA77ON
MH
MANHOLE
MB
MAILBOX
PP
POWER POLE
PA
PROPERTY LINE
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
STA
STA77ON
TC
TOP OF CURB
TOP
TOP OF PIPE
WM
WA7ER METER
WV
WATER VALVE
5= 0.0000
INDICATES PIPE SLOPE
X
INDICATES C0N57RUC7ION NOTE
- - r ---
INDICATES EX15771VG EDGE OF PAVEMENT
---
INDICATES HEADER CUT LINE
it
INDICATES AREA OF GRIND AND OVERLAY
INDICATES AC PAVEMENT
PROPOSED GRAND TERRACE
HIGH SCHOOL
W LLI
cc
Q
EXIST. CtCY OF GRAND TERRACE R ECO C/ COUNTY OF' RIVERSIDE R W CITY /COUNTY LINE
44' 30' OR 44'
1 1;)' , vealrc 1a' 9a' nla 37'
13.5' OR 175'
0
RIES 9' TO 13.9' o
wo
I an
mm
_�I� ��
2.5'± 4't (�' .�C V
EXIST.
R/W
1
FUTURE 8" CURB
AND GUTTER
DEPTH VARIES
—SEE TYPICAL TRENCH /BEDDING
DETAIL HEREON AT RIGHT
SEE SHEET No. 2
INDEX MAP
SCALE.' 1"=100
0.5' CLASS It AGGREGATE BASE
95X RELATIVE COMPACTED
GRIND 2" MIN. 1' FROM
TRENCH CUT OVERLAY 2" AC�
PG 64 -10 112" MAX AGG
STREET ZONE
0.93' MIN.
TRENCH ZONE
(VARIES)
12" MIN °.
PIPE ZONE
3/4' OF
PIPE O D �1
/ 0.26' AC PAVEMENT TO BE
PG 64 -10 314" MAX AGG
GRIND 0.17' MIN 1' FROM
TRENGI CUT OVERLAY 2" AC
PG 64 -10 112" MAX AM
— SCREENED NATIVE OR IMPORTED BACKFILL
TO BE BROUGHT UP IN LIFTS AND COMPAC
— TO A MINIMUM RELATIVE COWPAC71ON OF
6" MIN ON EACH SIDE OF PIPE
(TYR) (8" MAX)
Y 3 4" CRUSHED ROCK OR SAID EQUIVALENT
0 MATERIAL
SAID W/ SECTION 30 OR BETTER
6 MN 12" PIPE & LARGER
TYPICAL TRENCHBEDDING DETAIL
NOT TO SCALE
RIVERSIDE COUNTY TRANSPORTATION
APPR
�I
�I 31
3L m o
°
N
co Ivy
RUSSELL WILLIAMS - ENVIRONMENTAL DATE
/%� e eee! i � �z w2l4fl
LAWRENCE TAI - TRA FIC ENGINEER DATE
(� _. -, '' - - 71)4 It
5 EA
44
CONSTRUCT JUNCTION STRUCTURE No. 4 PER RIVERSIDE COUNTY FLOOD CONTROL SID DWG, JS229
�JM
MAIN STREET
KHALID NASIM ^ - ENG DIVISION MANAGER DATE
JUAN C EREZ - DIRECTOR DATE
TYPI STREET SECTION W O
1 EA
0 ¢L
Lu
66
w mcm
EXIST.
R/W
1
FUTURE 8" CURB
AND GUTTER
DEPTH VARIES
—SEE TYPICAL TRENCH /BEDDING
DETAIL HEREON AT RIGHT
SEE SHEET No. 2
INDEX MAP
SCALE.' 1"=100
0.5' CLASS It AGGREGATE BASE
95X RELATIVE COMPACTED
GRIND 2" MIN. 1' FROM
TRENCH CUT OVERLAY 2" AC�
PG 64 -10 112" MAX AGG
STREET ZONE
0.93' MIN.
TRENCH ZONE
(VARIES)
12" MIN °.
PIPE ZONE
3/4' OF
PIPE O D �1
/ 0.26' AC PAVEMENT TO BE
PG 64 -10 314" MAX AGG
GRIND 0.17' MIN 1' FROM
TRENGI CUT OVERLAY 2" AC
PG 64 -10 112" MAX AM
— SCREENED NATIVE OR IMPORTED BACKFILL
TO BE BROUGHT UP IN LIFTS AND COMPAC
— TO A MINIMUM RELATIVE COWPAC71ON OF
6" MIN ON EACH SIDE OF PIPE
(TYR) (8" MAX)
Y 3 4" CRUSHED ROCK OR SAID EQUIVALENT
0 MATERIAL
SAID W/ SECTION 30 OR BETTER
6 MN 12" PIPE & LARGER
TYPICAL TRENCHBEDDING DETAIL
NOT TO SCALE
r� r�
W -N)
No. r
Exp. 6 -50 -18
� 01
SEE SHEET No. 3
RIVERSIDE COUNTY TRANSPORTATION
APPR
DATE
/�.� >/ . ,�//�� /
W.G(•G*�` 4l Rb� //
/( 2 / /
- - :7 ,
FURNISH AND INSTALL 30" RUBBER GASKE7ED RCP STORM DRAIN (2000 -D)
2010 LF
RUSSELL WILLIAMS - ENVIRONMENTAL DATE
/%� e eee! i � �z w2l4fl
LAWRENCE TAI - TRA FIC ENGINEER DATE
(� _. -, '' - - 71)4 It
5 EA
44
CONSTRUCT JUNCTION STRUCTURE No. 4 PER RIVERSIDE COUNTY FLOOD CONTROL SID DWG, JS229
1 EA
PAUL RUSSELL - HIGHWAY OPERATIONS
KHALID NASIM ^ - ENG DIVISION MANAGER DATE
JUAN C EREZ - DIRECTOR DATE
CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD DWG 300
1 EA
66
HUH tWTH - CONSTRUCTION INSPECTION DATE
PATRICIA ROMO -\9EPUTY
DIRECTOR UAIt
r� r�
W -N)
No. r
Exp. 6 -50 -18
� 01
SEE SHEET No. 3
RIVERSIDE C O U NTY o EPIC ENGINEERS
tAVILENCiINEEiMG MINT
PLANMW Sf011w1NfA7Eli M\NRQMENT
101 E. REDLANDS BOULEVARD
APPROVED BY: SUITE 146 TELE 908 -�-
REDLANDS, CA 92873 FAX 908 - 792 - SM
ICHAEL 0. MUETING DATE / 711212011
PROJECT MANAGER f ICK D. POTTER, R. C. E 53554 DATE
RIVERSIDE COUNTY TR NSl'ORTATION
NOTICE TO CONTRACTOR
CONTRACTOR CAN EXPECT TO ENCOUNTER UP TO 8" TO 12"
OF EXIS71NG AC PAVEMENT ON THIS PROJECT
— CITY OF GRAND TERRACE I Q
RIVERSIDE COUNTY LINE
_'c
�I
TITLE SHEET
STORM DRAIN PLAN
LINE "A"
MAIN STREET
disIa .�L 1 �
SHEET
1C*3
Z
Ac
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CL
Z
Z
VIC/N/TYMAP
SECTION 8, TOWNSHIP 2 SOUTH RANGE 4 WEST
NOT TO SCALE
CONSTRUCTION NOTES A QUAWMES
FURNISH AND INSTALL 24" RCP STORM DRAIN (2000 -0)
31 LF
�—
FURNISH AND INSTALL 30" RUBBER GASKE7ED RCP STORM DRAIN (2000 -D)
2010 LF
i CONSTRUCT
MANHOLE No. 1 PER RIVERSIDE COUNTY FLOOD CONTROL SID DWG. UH251
5 EA
44
CONSTRUCT JUNCTION STRUCTURE No. 4 PER RIVERSIDE COUNTY FLOOD CONTROL SID DWG, JS229
1 EA
5
CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD DWG 300
1 EA
66
UTILITY TRENCH BACKFILL AND PAVEMENT REPAIR PER RIVERSIDE COUNTY SID DWG. 818
1710 SF
t 77 —
FURMSH AND INSTALL TEMPORARY AMBER BULKIEAO PER RIVERSOE COLWTY FLOOD CONTROL STD. DWG M804
2 EA
88 ° - --
NOTE NOT USED
9
NOTE NOT USED
10
CONSTRUCT TEMPORARY PIPE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL STD DWG M803
2 EA
it
REMOVE AND DISPOSE OF EXIST. 30" CMP STORM DRAIN PIPE
435 LF
12
CONSTRUCT SHALLOW MANHOLE No. 1 PER RIVERSIDE COUNTY FLOOD CONTROL STD DWG UH251
PER SECItON C -C, MODIFY ALL BARS TO 1115
2 EA
13
INSTALL 2 112" OF TEMPORARY AC PAVEMENT FOR HOME OWNER ACCESS
1600 SF
14
PR07ECT IN PLACE
12 EA
15
RELOCATED EXIS7ING MAILBOX ON PEW 4 "x4" WOOD POST (UNLESS OTHERWISE NOTED) SOUTH SITE
OF TRENCH 3' FROM DRIVEWAY EDGE
10 EA
RIVERSIDE C O U NTY o EPIC ENGINEERS
tAVILENCiINEEiMG MINT
PLANMW Sf011w1NfA7Eli M\NRQMENT
101 E. REDLANDS BOULEVARD
APPROVED BY: SUITE 146 TELE 908 -�-
REDLANDS, CA 92873 FAX 908 - 792 - SM
ICHAEL 0. MUETING DATE / 711212011
PROJECT MANAGER f ICK D. POTTER, R. C. E 53554 DATE
RIVERSIDE COUNTY TR NSl'ORTATION
NOTICE TO CONTRACTOR
CONTRACTOR CAN EXPECT TO ENCOUNTER UP TO 8" TO 12"
OF EXIS71NG AC PAVEMENT ON THIS PROJECT
— CITY OF GRAND TERRACE I Q
RIVERSIDE COUNTY LINE
_'c
�I
TITLE SHEET
STORM DRAIN PLAN
LINE "A"
MAIN STREET
disIa .�L 1 �
SHEET
1C*3
Z
Ac
�w
CL
Z
Z
VIC/N/TYMAP
SECTION 8, TOWNSHIP 2 SOUTH RANGE 4 WEST
NOT TO SCALE
GRAND TERRACE HIGH SCHOOL
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REVISIONS
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C
n REV BY DESCRIPTION APPR DATE
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CONSTRUCTION NOTES
(D— FURNISH AND INSTALL 24" RCP STORM DRAIN (2000 -D)
Q* 2 -- FURNISH AND INSTALL 30" RUBBER GASKETED RCP STORM DRAIN (2000 -0)
j CONSTRUCT MANHOLE No. 1 PER RIVERSIDE COUNTY FLOOD CONTROL STD DWG. MH251
44 -- CONSTRUCT JUNCTION STRUCTURE N0. 4 PER RIVERSIDE COUNTY FLOOD CONTROL STD DWG. JS229
SO— CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY SID DWG, 300
66 UTILITY TRENCH BACKFILL AND PAVEMENT REPAIR PER RIVERSIDE COUNTY STD DWG. 818
0 FURMSH AND INSTALL TEMPORARY TIMBER BULKHEAD PER RIVERSIDE GOIMTY FLOOD CONTROL STD. DWG M604
88 - ^ ° NOTE NOT USE
99 NOTE NOT USE
10 CONSTRUCT TEMPORARY PIPE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL STD DWG. M803
11 REMOVE AND DISPOSE OF EXIST. 30" CUP STORM DRAIN PIPE
12 CONSTRUCT SHALLOW MANHOLE No. 1 PER RIVERSIDE COUNTY FLOOD CONTROL STD DWG. MH251
PER SECTION C -C, MODIFY ALL BARS TO J/ 5
13 INSTALL TEMPORARY 2.5" AC PAVEMENT FOR HOME OWNER ACCESS
14 PROTECT IN PLACE
15 RELOCATED EXISTING MAILBOX ON NEW 4 "x4" WOOD POST (UILESS OTHERWISE NOTED) SOUTH SITE
OF TRENCH 3' FROM DRIVEWAY EDGE
8
9
N gy p'
co
uj CO
t
Z
F
NOTICE TO COWIMCTOR
ALL EXISTING RESIDENTIAL WATER SERVICE LATERALS CONNECTED
L 1 N E „�,/ TO THE EXISTING WATER MAIN WILL E PERMANENCY RE— CONNECTED
12
�i TO THE EXISTING f2 WATER MAIN BY RIVERSIDE HIGHLAND WATER COMPANY
FORCES. CONTRACTOR IS TO MAINTAIN CUSTOMER WATER SERVICE CONTACT
RIVERSIDE HIGHLAND WATER COMPANY TO COORDINATE MEANS AND METHOD.
i7
W �
No. 59554
Exp b -90 -79
RIVERSIDE COUNTY
MICHAEL 0. MUETIP
PROJECT MANAGER
RIVERSIDE COUNTY
o EPIC ENGINEERS
GML ENGRAMM LAND SUNVETMD
rLAW MD STOW NATER WANAGEMEVt
Tot E. REDtANDS BOULEVARD
SUrM 146 TELE 909 -792 -
REDLANDS, CA 92978 FAX 909 - 792 - BOSS
DATE r' t' 711212011
ICK D. POTTER, R. C. E 53554 DATE
GRAPHIC SCALE 1 " =40'
0 40 80 120
STORM DRAIN PLAN
LINE R A N
$3 •T
SHEET
2cw3
796 Main St. 750 Main St. 708 Main St. 590 Main St. 685 Main St. 650 Main St.
ALL WATER SERVICE ALL WATER SERVICE
PER CITY OF RIVERSIDE PER RIVERSIDE HIGHLAND WATER CO.
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NOTICE TO CONTRACTOR
ALL EXISTING RESIDENTIAL WATER SERVICE LATERALS CONNECTED
To THE EXISTING 6" WATER MAIN WILL BE PERMANENTLY RE-CONNECTED
TO THE EXIS77NG 12" WATER MAIN BY RIVERSIDE HIGHLAND WATER COMPANY
FORCES. CONTRACTOR IS TO MAINTAIN CUSTOMER WATER SERVICE. CONTACT
RIVERSIDE HIGHLAND WATER COMPANY TO COORDINATE MEANS AND METHOD.
DESCRIPTION
MICHIGAN
AVENUE
13
04M
W
wm
z
1
1 �5
1 13
C
1 0 *2831
cru
LA
PROFIT
ROF
PROF11
C8
C[3
13
41
10*2831'
RELOCATED
C
I 09
120.00'
_ _ _
r
LLj
EXISTING WATER METER
ow
U 4 1
c,
ct
-,-- THE EXTENSION OF
POTHOLE INFO DEPTH
E),
OF 30* CUP
THE SERVICE" LfNE ARE
/- RIGHT OF WAY
Wa ...
POTHOLE NF TOP OF
12" WATER LINE=12.15
. ... ......
..... . ....... ....... .. . ...
TO BE REL OCA TED PER
. .. . ... . ..... .
) X R IVERSIDE HIGHLAND WATER CO.
12" CML&C WATER LINE
�EX. CURB & GUTTER
MAIN
tWtR
STREET
3
EX, J" GAS LINE -EX RIVERSIDE HIGHLAND R
6" LINE
io s
IN 18" STEEL CASING
SL LINE
CO. ACP WATER
io
s - — +Q s
EX 6" WATER LINE
U c .. _ —_ ___
N89007'08"W
o s
6
2) EX. 12 WATER LINE 13
ti EX , EP
_'ll 28
101
12
w
N
2 W33—
3 i 4
— 1�2 w
QI f
W_
2 W
w
2 W
6 w —
a� 6 w
S L' W
NOTICE TO CONTRACTOR
ALL EXISTING RESIDENTIAL WATER SERVICE LATERALS CONNECTED
To THE EXISTING 6" WATER MAIN WILL BE PERMANENTLY RE-CONNECTED
TO THE EXIS77NG 12" WATER MAIN BY RIVERSIDE HIGHLAND WATER COMPANY
FORCES. CONTRACTOR IS TO MAINTAIN CUSTOMER WATER SERVICE. CONTACT
RIVERSIDE HIGHLAND WATER COMPANY TO COORDINATE MEANS AND METHOD.
DESCRIPTION
MICHIGAN
AVENUE
13
04M
W
wm
z
1
1 �5
1 13
C
1 0 *2831
cru
LA
PROFIT
ROF
PROF11
C8
C[3
13
41
10*2831'
RELOCATED
C
I 09
120.00'
_ _ _
r
EXISTING WATER METER
ow
U 4 1
c,
ct
-,-- THE EXTENSION OF
E),
Lu R
THE SERVICE" LfNE ARE
Wa ...
..... . ....... ....... .. . ...
TO BE REL OCA TED PER
5
8
DWG. /P 080119 (Typ)
rl
>I!
101
N
w
N
Co
630 Main St. 15
0
608 main St.
M
692 Main St.
NOTICE TO CONTRACTOR
ALL EXISTING RESIDENTIAL WATER SERVICE LATERALS CONNECTED
To THE EXISTING 6" WATER MAIN WILL BE PERMANENTLY RE-CONNECTED
TO THE EXIS77NG 12" WATER MAIN BY RIVERSIDE HIGHLAND WATER COMPANY
FORCES. CONTRACTOR IS TO MAINTAIN CUSTOMER WATER SERVICE. CONTACT
RIVERSIDE HIGHLAND WATER COMPANY TO COORDINATE MEANS AND METHOD.
DESCRIPTION
MICHIGAN
AVENUE
MM
04M
C
1 0 *2831
cru
sl
I
41
10*2831'
CL
C
I 09
120.00'
2083'
Cz 0
ow
U 4 1
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ct
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Wa ...
..... . ....... ....... .. . ...
B EX. CURB! 5 GUTTER 311.25'
wm� A nwm *,WM EX. WALL
FH wm Gm. 35+35.39 LINE A" /
RIGHT OF WAY-7 a) 1+00.00 LAT "A-3"
CL SEE DETAIL HEREON
: 8 z "Z5 u Cz C-) oz
r, C L �MH 7
b C:
co
C\i v: od EX. 2" GAS LIN
lq 1-1 r� 0)
CAL VARY TPE BROOX + 0-0 + +
PUP00884 m W v M j ra j 548 main St. 630 m St 4 O 15 Michigan Av EX 12" WATER
LINE
ALL WATER SERVICES & FIRE HYDRANT LA TERAL
L_
PER RIVERSIDE HIGHLAND WATER C O.
CONSTRUCTION NOTES
0— 1 FURNISH AND INSTALL 24 RCP STORM DRAIN (2000-D)
FURNISH AND INSTALL 30" RU86ER GASKETED RCP STORM DRAIN (2000-D)
2 0 3 CONSTRUCT MANHOLE No. I PER RIVERSIDE COUNTY FLOOD CONTROL STD DWG. MH251
(D-
CONSTRUCT JUNCTION STRUCTURE No. 4 PER RIVERSIDE COUNTY FLOOD CONTROL STD DWG. JS229
4 0�_
CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD DWG 300
0 6 —_ UTLITY TRENCH BACKFILL AND PAVEMENT REPAIR PER RIVERSIDE COUNTY STD DWG. 318
0 7 FURNSH AID INSTALL TEMPORARY TIMBER BULKHEAD PER RIVERSIDE COUNTY FLOOD CONTROL SID. DWG M804
8 NOTE NOT USE
NOTE NOT USE
10 CONSTRUCT TEMPORARY PIPE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL STD DWG M803
11 REMOVE AND DISPOSE OF EXIST. 30' CUP STORM DUN PIPE
12 PER CONS SECTION CTRUCT SHA LLOW MAAHOLE ALL BARS T No. 1 PO # 5 ER RIVERSIDE COUNTY FLOOD CONTROL SID DWG. NH251
MODIFY
Ij INSTALL TEMPORARY 2.5" AC PAVEMENT FOR HOME OWNER ACCESS
14
PR07ECTIN PLACE
RELOCATED EXIS71NG MAILBOX ON NEW 4"x4" WOOD POST (UNLESS OTHERWISE NOTED) SOUTH SITE
OF TRENCH XFROM DRIVEWAY EDGE
L I N E ' A "
ESS
p
No. 523554
L Exp. 6-30-13
civiv
RIVERSIDE COUNTY o EPIC ENGINEERS
oftemodom L" Sumaym
Ammm STOMMATM MAMPAMMM
im F_ FEDLmDS WUMVAM
SUrTE 140 TELE ON - 792 -
5M
APPROVED BY: FOXANDS, Cok 9073 FAX 908- 792 -8868
CHAEL 0. MUCTING DATE
711212011
PROJECT MANAGER ERICK D. POTTER R.C.E 53554 DATE
f
RIVERSIDE COI IRTATION
. . . . . . ........ ....
3 FL 1788 FL
zc
DELTA
MM
04M
C
1 0 *2831
cru
Z)
I
B
10*2831'
C
I 09
120.00'
I _u
FUTURE STORM DRAIN
PER ST IMP PLAN IP#
- EX BLOCK WALL
38 Michigan Av
CURVE DATA
(DI
DELTA
MM
04M
A
1 0 *2831
120.00'
21.94'
B
10*2831'
C
I 09
120.00'
2083'
GRAPHIC SCALE 1"=40'
0 40 80 120
SHEET
STORM DRAIN PLAN
LINE "All
3 OF 3
M-111111
LATERAL "A-310