908b_sppGENERAL NOTES
1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPERIOWNER OR CONTRACTOR TO APPLY TO THE
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT
FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT -0F -WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE,-
AND
SE;AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL
REGULATIONS DURUM` 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: (909)275-6885
3. THE DEVELOPER WRL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816.
4. ALL WORK SHALL CONFORM TO THE REQUIREb1ENTS OF THE RIVERSIDE COUNTY TRANSPORTATION
DEPARTMENT M~VEMENT STANDARDS AND SPECIFICATIONS. LATEST EDITION, COUNTY ORDINANCE
NO. 461 AND SUBSBQUENT AMENDMENTS.
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET
CENTERLINE MONO LENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461.
6. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET,
INCLUDING, BUT NOT LHAITED TO, THE FOLLOWING: SEWER WATER. ELECTRIC, GAS, STORM DRAINS.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR THE DEVELOPER 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
8. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING
TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS
ARE REQUIRED.
9. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING
PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE
YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD
SPECIFICATIONS.
10. AS DETERMINED BY THE TRANSPORTATION DIRECTOR. THE DEVELOPER IS RESPONSIBLE AS 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 TRAMC INDEX.
11, AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN
A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERSIDEVELOPERS ARE
REQUIRED TO FILE A NOTICE OF INTENT (NOL) WITH THE STATE WATER RESOURCES CONTROL BOARD
(SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN
FOR THE SITE.
2. 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.
O CONSTRUCTION NOTES QUANTITY
I. ROADWAY EXCAAAATION
EXCAVATE a FILL 350 CY
IMPORT 8 FILL 110 CY
2. CONST. 4" THICK AGGREGATE BASE CLASS II OR III 239 CY
3. INSTALL DELINEATOR PER CALTRANS STD A73 C, CLASS 1 3 EA
TYPE "F .
N TE :
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR THE DEVELOPER TO
PROTECT ANY EXISTING COUNTY SURVEY MONUMENTS OR CALL ENGINEERISURVEYOR
TO TIE OUT THESE MONUMENTS.
smVice
Calk. TOLL FREE
1-540
422-4133
TWO WORKING DAYS BEFORE YOU DIG
The privet+ engineer sgrwrg the" plans 'Js responsiNe for assunng the accuracy
and acceptability of the design hereon. In the event of d wre pancies anefing atter DATE I BY MARK
county approval or during construction, the private engineer *W be responsible
for deterrWning an acceptable solution and revising the pians for approval by ENGINEER
the county. DESIGNED BY / A
REVISIONS
DRAWN BY adw 7i
APPR. I DATE
COUNTY
CHECKED BY
RECOMMENDED FOR
APPROVAL
— X
DATE 7-10 'Ag__
'NECKED BY
AN
NARIN� —
RIVERSIDE CO.
N
o
PAR I \\
Q A
PAR 2 \� /
/ •1
0— / PAR L
SEAL couNTY
A" 0
INDEX MAP
I"= 200'
y
PROJECT
N
VICINITY MAP
SECTION II T2S, R4W
LIaANE TRAIL
TYPICAL SECTION
N.T. S.
( NOT A COUNTY MAINTAINED ROAD)
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE
UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS
BEEN ISSUED.
AL AP VED DATE ' 10
oe�°�EUMS'��1 ACREAGE LAND SYSTEMS Inc.
�iCy F TRANtSPO DEPT. RIWRSM COUNTY, CALFORMA
o - 102 E. GRAND BLVD.
u : R. .E. S 3 S:- EXP. DATE
C RCE 21674 C01?01VA, CA 91719
D DATE 7 S 9 (909)734-0152
BENCHMARK: ELEV.1339.52
�SCALE AS SHOWN
tOf_ A�} DATE REF. NO.115, 2 %2"I.P. W/BRASS DISK MRKD. ""S.B. CQ3-2/10-II RIV. CO."
=y, R.C.E. NO. 21674 EXP. DATE 9/30/97 MAY, 1995 UP0.2' PER 844-D AS SHOWN IN SECT I
ION I,T 2 S., R.4W. RCFC B WCD
SCHEDULE 'H' SHEET NO.
PARCEL MAP NO 27554
COUNTY OF RIVERSIDE
STREET IMPROVEMENTS PLANS OFSHTS.
LUANE TRAIL FILE NO.
FOR MC I%LTY WPKA-97C,V%d
908,,B WF -10189
10
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Service
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
The private engineer signing these plans is responsible for assuring Me accuracy
and acceptability of the design hereon In the event of discrepancies arising after DATE I BY I MARK
county approval or during construction, the private engineer shall be responsible
for determining an acceptable solution and revising the plans for approval by ENGINEER
the county. DESIGNED BY /_,4.
D=1526'C
R = 300.88`
- 81.-05` -
T = 40.77'
REVISIONS
DRAWN BY rfur 1
R = 550.00' [OW$T
L = 287.98'
T = 147.37'
A=
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EX. P P. R=3
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� 202054 E= l5
EX GUY WIRE
PAR 2
NOTE: OFFSET RC
TO BE BETWEEN I
/3 EX. GUY POLE.
--� e
LUANE TRAIL
f
1
RECOMMENDED FOR
APPROVAL
DATE cl— /0
APPR DATE CHECKED BY
COUNTY DATE
CHECKED BY G.S_F
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No.
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m N w SCAL E = 1 = 4� .1 ,m CD ---�� %Zo o � � r-, „ rN
J O
oa 0 20 40 80 120 t(oU d. /� � \ e \ /itioaGi w�W 3Q e
W in NZ
N Ir U \ W 3 Cj W
a.
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-- (1C N V
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300 o0' Od, O,QT
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' 42d' W �
e Ex. DDT t0
EX_ DIRT R D
4672.
E
X. �P.
� \ \
4202055E
/Ve
CDt +„
LEGAL FIRE �I ,
DEPARTMENT ROAD
CIL--
-'
n 201 R
Service
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
The private engineer signing these plans is responsible for assuring Me accuracy
and acceptability of the design hereon In the event of discrepancies arising after DATE I BY I MARK
county approval or during construction, the private engineer shall be responsible
for determining an acceptable solution and revising the plans for approval by ENGINEER
the county. DESIGNED BY /_,4.
D=1526'C
R = 300.88`
- 81.-05` -
T = 40.77'
REVISIONS
DRAWN BY rfur 1
R = 550.00' [OW$T
L = 287.98'
T = 147.37'
A=
X. PP
EX. P P. R=3
C►0' /w 4202052 E
� 202054 E= l5
EX GUY WIRE
PAR 2
NOTE: OFFSET RC
TO BE BETWEEN I
/3 EX. GUY POLE.
--� e
LUANE TRAIL
f
1
RECOMMENDED FOR
APPROVAL
DATE cl— /0
APPR DATE CHECKED BY
COUNTY DATE
CHECKED BY G.S_F
SEAL
4;
A.
No.
33950 i
* EXP
S
�F ee
RR &
R�46_ 18�
----------
EX. P.P.
PAR 3
0 CONSTRUCTION NOTES
19
2 go
3
6b.62'
.A = 110 34 01"
R = 300.00'
L = 60.56'
T = 30.39'
I. ROADWAY EXCAVATION
2. CONST. 4" THICK AGGREGATE BASE CLASS 11 OR III
3. INSTALL DELINEATOR PER CALTRANS STD A73C, CLASS I TYPE "F'!
SEAL AP ED BY I DATE �a
Q�pEESSf��r�/
WICTRANSPOR DEPT. RIVERSIDE COUNTY, CALIFORNIA
R.C.E. NEXP. DATE G ;� 9 •
rye RCE 21674 ;j
Y PREPARED BY...DATE 7 3 9io
SCALE
t_
DATE
- R.C.E. NO. 21674 EXP. DATE 9/
30 97
ACREAGE LAND SYSTEM , Inc.
4190625 E
102 E. GRAND BLVD,
CORONA, CA 9/719
13091734-0152
AS SHOWN BENCHMARK* ELEV. 1339.52
REF, NO.115, 21/2" I.P. W/BRASS DISK MRKD. "S.B. CO.3-2/10-II RIV. CO."
M AY, 1995 UP 0.2' PER 844-D AS SHOWN IN SECTION Il, T. 2S., R. 4W. RCFC & WCD
�lv Ay O�l�
EX. SPRINKLERS
r
SCHEDULE 'H' SHEET NO.
PARCEL MAP NO 27554
COUNTY OF RIVERSIDE 2
STREET IMPROVEMENTS PLANS OF 2 SHTS.
FILE NO.
LUANE TRAIL
FOR Mc NUL TY wo.
PM -27554
06—AB
WF-10189