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TOP OF EAST CURB PROFILE
EXISTING GRADE AT 20' EAST OF Q/'
EXISTING EAST EOGE OF PAVEM6NT GRACE
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EXISTING CL
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CONSTRUCTION NOTES
1D --:CONSTRUCT ZYa A.C. OVER 6-A.S. (MIN. R •72)
T.—CONSTRUCT PCL CURB I GUTTER -TYPE -B--PER STO. NO. 11 wru)
3 -CONSTRUCT A.C. DIKE - TYPE W
U5CONSTRUCT L' A.C. OVER COMPACTED NATIVE MATERIAL WITH WEEDKILLER
CONSTRUCT CONIMERICAI DRIVEWAY APPROACH -PER SMAG17
6a—REMOVE EXIST A.C. AND RECONSTRUCT
7o- CONSTRUCT A.C. FLOWUNE. SHAPE TO SATISFACTION OF INSPECTOR
8O.—GRADE TO DRAIN
C0 --PLACE A.C. CAP OVER EXISTING A.C. SURFACC
10 --JOIN AND FEATHER TO SATISFACTION OF INSPECTOR
II CONSTRUCT PC C SIDEWALK - PER RIVERSIDE COUNTY STD, PLAN NO, 6
OF NORTK A.C. DIKE PROFILE
EXISTING GRADE AT 32' NORTH OF
EXISTING EDGE OF PAVEMENT CRAVE
��
20
, EXISTING E. GRACIM
N`.) 7
JURUPA ROAD
21
720
T20
720
Ze
P
R/"IN
Z Lv
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I Y
"intro; A.0 'P4VEMiNT��6.4 �jf2 rP
_EFTRIUVEF510E C r STD, PLAN Nil -6
-....— k R
dI,A G I PLACE A.C. CAP OVER .. I
�\ EMT.AF.PAK NT*
a q,(. COMRICTED SYefRI�DF- COMRIDTED NA•Vf MMERIpL VmN WEADgLL'R
V\11 �d CONSTRUCT EX•AL 6'AA CMM. R•Ti�
consrRU[T P. C.a CURB 4 GUT -ER
~' Y REMOVE AND RECONSTRUCT Nu- TYPE "3', PER ETANDARO NO. D
CURB RETURN DATA% ,� AI .y STREET SECTION AS SHOWN ON PLAN
AI
A. '-5e IO' S'� f foam Io.EA TD two
7R0 1 H STREET
OT 24.99' RI" $•
5 x; 4 ^® LOOMNG NORTHERLY
L- 39.26' N n
n. C.gaW= r
W.32'�X•E. A.SA \ .A.';' _ 4404
6� • 4_� J
ESTIMATE OF QUANTITIES
KY
nem {T. R/W
♦ - m'10 6H EXCAVATION 118 C.Y.
ZA7 AZ. OVER G'A.B. (MIN R='2) "35 51
/ .wlo' 22' - — P.C.C. CUR& / GUTTER • TYPE -3' -PIR STO. N0.11 Ib5 L.F.
/ W ...._ 2e' _
`(' x�ARIE� I NSTRUi. z'At.OVER A.C. DIKE - TYPE .. A' Liz L.F.
SLOPE '�4+PFR l4' CON7yp(,'..:. NMIVE MRSCNIAL
% VARIES wRD weEPmLLW
E�A.0 OVER COMPACTED NATIVE MATERIAL W/VYEEDKIUER 2218 S.E
/ CONSTRUCT TYPE P.C.C. DRIVEWAY APPROACH - 6" THICK 336 SX,
2X19[ p c P4YCMENT A' AL, DIKE
COMMCTFD SUSGRADE \ A.C. CAP OVER EXIST. A.C. SURFACE 16885.E
�_JO:N E9MT. EDGE OF PAVEMENT PCC. SIDEWALK -PER RIVERSIDE COUNTY STD. PLAN 160-6 418 5F.
0E41NR TO SATISFACTION OF IN FFECTM(
JURUPA ROAD
LOOKING WESTERLY
TYPICAL STREET SECTIONS
NO SCALE
PERMIT NO, 69-1-45
REVBi1pN4 APPROVED BY: TRUXAW � ASSOCIATES COUNTY OF RIVERSIDE DRAWING NO.
QA4U'� �. -7""� f— 888 SOUTH LEMON — ANAHEIM, CALIFORNIA IMPROVEMENT PLAN
- 1ST RFO C,ViL GN w Xi.101tt
DATE: 2 -IS -69 PRONE: — AREA CODE T14 — 555-0135 JURUPA ROAD `
APPROVED 8Y: SCALE: BENCH MgRN' FROM TROTH ST. TO 118.95' EAST OF SHEETS
AS NOTED COVNTY OF RIVC C49 BM ML •IST
TYPE'e' SRp59 CAP IN CONCRETE TROTH STREET
RIVC IDC COURTY CAuf, MONUMENT AT NE C.
IF
I FILE NO.
DESIGNED SY� a A. DRAWN 3Y: C:- C- CHECKED BY: J.6. T. DATE: .�-G9 T°F' WAO CAMMIS'f:ONSa DATE: 2 - 19- 49 VpZN9 .-2'SO. OF (1966) eOH FROM JURUPA RD. TO 200.00'NORTH
E EV. TOb 69 PLO
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