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1295
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1295 TC
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WN /TE STR /PEA
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TYPICAL STREET SECTION
GRAND AVENUE
f
n
@;W
�.0
QUANTITY. ESTIMATE
40
—+.
2Pa c,�rs 7V
BE 2!- ATEg
gyp ,1 � Q,= 259'4 /' / 2s Ta6ao"
k, bp`?�0 tL =3B 5B'
8" CURB
AND GUTTER ...............
118 L.
F.
CONCRETE
SIDEWALK ................
440 L.F...
CONCRETE
DRIVEWAY ................
419 L.
F, 4�: tXP 6
e.SPHAULT
PAVEMENT ...............
2,530 S.F.
FUTU 7bO OP SOUTf /C✓/.E.g
' UNE
I I
O
� m
1,
1300 T
1295
1300 TC
PROFILE SCALES
1295 TC HORIZ. e l 20'
VERT . S / 4"
BENCH MARK
FROM THE INTERSECTION OF GRAND AVENUE AND MACY STREET NORTHEAST
ALONG MACY STREET 0.1 MILE; 98' + EAST OF MOST EASTERLY CORNER
OF ADRESS NO. 32825 MACY STREET; 35' + NORTHEAST OF NORTHEAST
GATE POST OF 4' HIGH CHAIN LINK FENCE; 1' + WEST OF ABOVE CHAIN
LINK FENCE, 1''+ SOUTH OF SURVEY MAKER POST. 1} ALUMINUM CAP IN
6" CONCRETE COLLAR. ELEV.- 1265.00
NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE PLANS ARE OBT'INED BY A SEARCH
OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE
ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
OF RECORD OR NOT SHOWN ON THESE PLANS.
CALL UNDERGROUND SERVICE ALERT (USA) 1- 800 - 422 -4133 AT LEAST
48 HOURS PRIOR TO EXCAVATION.
THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING
AGENCIES IN DETERMINING BOND AMOUNTS AND /OR FEES AND IS NOT
TO BE USED FOR BID PURPOSES.
CONSTRUCTION NOTES
O CONSTRUCT TYPE "A" CURB AND GUTTER (e• C.F.) PER STATE
STANDARC NO A,TYPE A - Z - B.
(� CONSTRUCT CURB SIDEWALK PER STANDARD N0.400 AND 401.
/ 3. A.C. PAVING (SEE GENERAL NOTE NO.7.)
4O. CONSTRUCT CONCRETE DRIVEWAY PER STATE 'bTANDARO
Ne-A , CASE A, 3S WIDE oVER MIN. G" A45GRI6/.TE 9A6E .
O CONSTRUCT `o 2 AGGBIGATE 5ASE 6ELDWC0R0.GOT7ER
AND D2( /EWAY TO BACK OP (WRf& ANO COMPACT
TO�S
REVISIONS t
'9
C
W
tu11'Inc
Os6 � �rv,dnu vn
y
Z Z 7440 S HACIENDA BLVD., SPITE 131, HACIENDA HEIGHTS,
y 5 5 (i Al C #1.I1` • RIHR 369:6787,
A. WILCH .R.C.E. 18713
F /N /SNE/7 9U4PA CE
ory � •
PI
G
•STiNOl fIG P.4 ✓E.✓1ENT
2. ACCESS CONTROL WILL BE MAINTAINED AT ALL TIMES (WORK INSIDE STATE
RIGHT OF WAY MUST BE FENCED OFF N TH NO ACCESS TO WORE AREA FROM
FREEWAY).
3. ALL FENCE RELOCATED TO FACILITATE CONSTRUCTION OF THIS PROJECT IN- _
SIDE STATE RIGHT OF WAY SHALL BE REPLACED WITH CL -6 FENCE (COPY
ATTACHED) TO STATE STANDARDS, OR BLOCK WALL AS PER RIVERSIDE COUNTY
STANDARDS.
4. ALL WORK IN THE STATE RIGHT OF WAY WILL BE TO THE 1988 STATE STAND-
ARD PLANS AND SPECIFICATIONS OR AS .DIRECTED BY THE STATE'S REPRESENT
ATIVE.
5. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY.
6. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FO'.'
EROSION (HYDROSEEDING OR EQUIVALENT).
7. THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RE-
LEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL
BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY SILTED UP
DRAINAGE STRUCTURES AND CHANNELS RESULTING FROM OR CAUSED BY, THE
CONSTRUCTION PROJECT.
8. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED AT
ANY TIME, UNLESS SPECIFICATIONS ALLOWED IN THE ENCROACHMENT PERMIT
AND /OR AS DIRECTED BY THE STATE'S REPRESENTATIVE.
9. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE A[.Y WORK MAY BEGIN IN AND(
OR NEAR THE STATE RIGHT OF WAY.
TO. STRUCTURAL SECTION WITHIN THE STATE RIGHT OF WAY IS FOR ESTIMATING
PURPOSES ONLY. THE ACTUAL SECTION WILL BE LC3IGNED BY A SOIL
ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A TRAFFIC
INDEX (TI) OF 11 WILL HE USED IN DESIGNING TRAVELLED WAY STRUC-
TURAL SECTION, AND A TI OF 7 WILL BE USED FOR THE SHOULDER STRUC-
TURAL SECTION. THE LABORATORY REPORTS AND -TiE DESIGN CALCULATIONS
SHALL BE FURNISHED TO THE STATE REPRESENTAT'I�E FOR THE REVIEW AND
3PPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION.
11. WHERE SURVEY MONUENTS EXIST, SUCH MONUMENTS SHALL, BE PROTECTED OR
SHALL BE REFERENCED AND RESET, PURSUANT TO BUSINESS AND PROFESSIONS
CODE, Sections 8700 to 8805 (LAND SURVEYOR'S ACT).
12. WHERE TYPE CL -6 FENCE DOES NOT EXIST. THE RIGHT OF WAY FENCE MUST
BE UPGRADED TO STATE STANDARD PLANS TYPE CL -6 FENCE.
3A515 Or •jEARINGS %5 THE CENTERLINE OF GRAND
A6/EP1uE SOUTHEASTERLY OF RIVERSIDE STREET AND NOFTH
OF LOTS 1 -4 INCL''51VE BEING S. 51-` 1 - 0' AS
SHOWN ON EL CANTENTO TRACT ' N' I IN Mb 20/45
RlVEi1 IDE COUNTY RECORDS.
•
VICINITY MAP
COUNTS OF ENGINEERING
RIVERSIOE DIVISION
STREET IMPROVEMENT PLANS
GRAND AVENUE
PLOT PLAN 10476
APPROVED BY Plan No.: Beata: AS SHOWN
Gm-n OY: R. A.0
to callfontle ( e6••f I of I ISen1a I F.4 Med
1/Blbb/ N
/ SId.6.01 2/82
�.r _ 90 G i