HomeMy WebLinkAbout30031. ALL WORK SHALL-.
CITY OF RANCHO t' STANDARDS t , STANDARD i
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION —CURRENT EDITION
INCLUDING IT'S ANNUAL
t rr AMENDMENTS. - t
SHALL BE FAMILIAR AND SHALL BE RESPONSIBLE FOR ADHERENCE
TO THESE STANDARDS t SPECIFICATIONS.
2. ALL PIPELINE
r ! SUBSTRUCTURES KIND, TELEPHONE POWER
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT
SHOWN ON THESE PLANS RIGHT-OF-WAY `' IN
ADJACENT AREAS r -WORK IS TO
BE DONE SHALL
REMOVED,
REPLACED,
r rj OR
PROTECTED PLACE
REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA,
3. ANY
CONTRACTOR
PERFORMING .rr PROJECT
SHALL
FAMILIARIZE
AND SHALL BE SOLELY
RESPONSIBLE
ANY
DAMAGE FACILITIES
DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT
SUCH FACILITIES
ARE
SHOWN ON THESE
PLANS.
4 t PERMIT SHALLt _r FROM THE CITY OF RANCHO
CUCAMONGA - BOr ENGINEERING DEPARTMENT
rt rr ;it O ANY
ENCROACHMENT OR CONSTRUCTION
CUCAMONGA t r RIGHT—OF—WAY.
5. ALL it D STAKES SHALLBE
BY THE
CONTRACTOR
rtOr Or ENGINEER. PAVING
STAKES AT POINTS, PAVEMENT POINTS
WITHIN 0.01 FOOT OF SUB—GRADE
ELEVATION AT
i THAN 50
FOOT INTERVALS.
t ENGINEER. AS AT
WARPED O
-- r_ VERTICAL
CURVE AREAS MAY, REQUIRE ADDITIONAL PAVING STAKES.
6. ALL SEWER, WATER,
i ELECTRIC, A PHONE
O O i OTHER
UTILITY
LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO
PAVING,
7. COMPACTION
t EMBANKMENT CONSTRUCTION, TRENCH
BACKFILL, COMPACTING ORIGINAL GROUND AND
ALL
SUB-GRADES SHALL
BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
WRITTEN
REPORT COMPACTION SHALL
TO THE CITY ENGINEER FOR
APPROVAL PRIOR
rOR O PLACEMENT
BASE t-'1 AND/OR - l
• AT - O PAVING,t MATERIALS REPORTt BE
SUBMITTED
i. LISTING ,
DETERMINATIONS 1 TO VERIFY• r
GRADATION ASPHALT PAVING.
9 rr,Or' O INSTALLATION O ANY Pt t MATERIALS - -Os SHALL
BE r rr i O THE CITY ENGINEER. ALL TESTS OR
COMPLETEDDETERMINATIONS TO VERIFY:t ANALYSIS AND
D EQUIVALENT OF AGGREGATE B
10. PAVING SHALLPERFORMED IN ACCORDA--VALUER—VALUE AND
PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS.
11. WHEN IMPROVEMENTS
ARE
PLACED
CONSISTS OF A ROCKY MATERIAL, SUB—GRADE rr PREPARED
BY REMOVING ALL ► PROTRUDE t:OVE THE SUB -GRADE AND
ALL
VOIDS OR
DEPRESSIONS BE FILLED WITH
t FINE GRADE
MATERIAL O t QUALITY B - THAN THE NATIVE MATERIAL.
12. IF THE ASPHALT CONCRETE BE PLACED
t r* t SOILS
STERILANT REGISTERED BY THE E.P.A FOR USE UNDER A.0 AND P.C.C.
SHALL
BE UNIFORMLY APPLIED
AT MANUFACTURERS
RECOMMENDED
, r. r PAVEMENT r PRIORTO PAVING.
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR
THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE
HIS OWN DETERMINATION CONSTRUCTION QUANTITIES BEFORE
SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH
IS NOT SPECIFICALLY tQUANTITIESt
BE
CONSIDERED t % IN THE OTHER
ITEMS OF WORK.
14. STREET SIGNS
PER
RANCHO t t STANDARD NUMBER
401 SHALL B CONSTRUCTED AT EACH INTERSECTION.
15. CITY APPROVAL OF PLANS DOES NOT
RELIEVE DEVELOPER
FROM
RESPONSIBILITY FOR THE COR
rr•ERROR
AND OMISSION
DISCOVERED DURING iO UPON REQUEST REQUIRED _D
r t REVISIONS
O SHALL BE
PROMPTLY SUBMITTED TO THE CITY
ENGINEER FOR yrrr
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT,
HAZARD FREE,- -THROUGHOUT
SHALL : CLEANED UPON REQUEST OF THE INSPECTOR.
17. CONTACT ALL UTILITY COMPANIES► 48 HOURS PRIOR
EXCAVATION.
RET. WALL SEE
GRADING PLAN
I
36'
I I
27
VARIES 1' 18' 5'
2' 2'
2 I 2
2 2
• • """`.."___._.. a 'p . Q . p Q Q a Q Q. l] p 4 P•• Q Q O Q O Q Q Q Q. Q• O Q •• •
77
e SS •Z e' ❑ A Q A a pp Q
p a p Q Q p n Q Q o A Q • o e S• ls•
e. •. • .p p O Q• a e a•ps
1 1 Q ®ap o O p Q Q a Q Q O Q o P a a 'a 4
5 2 3 5
3 4"ABC
PRIVATE ROAD
,TYPICAL ROAD SECTION
S. FROM STA. 0+93.50 TO 3+15.75 N.
.T•
RET. WALL SEE NS
SET 2"BRASS DISK IN CONC. CUR
STAMPED " CITY OF RANCHO CUCAMONGA
BM 10105 1987" AT NORTHWEST
.�.
CORNER OF A CH I ALD AVENUE AND HILLSIDE, D 3 FT. NORTH
OF BEGINNING OF CURB RETURN.
#10105 2LV: 1864.770
"I m--mmtolls "lo c
km ��i � r� 'o amloceallieNj
FROM STA. • TO 0+93.50
NOTE:
ALL LOTS CREATED SHALL MEET 200 FT. LOT DEPTH
(SEE TENTATIVE MAP)
1 CONST. ROAD PER TYPICAL ROAD SECTION HEREON CITY STD. 100--A.
2 CONST. " THICK AC PVMT. PER CITY STD. 100-A AND GENERAL NOTE 9.
3 CONST. 4" THICK AGGREGATED BASE PER CITY STD 100-A AND GENERAL NOTE 9
4 CONST. 4" SIDEWALK PER CITY STD. 101
5
PROVIDED FOR YOUR
CONVENIENCE ARE
THE FOLLOWING.
CONST.
CROSS AND LONGITUDINAL GUTTER AT INTERSECTION PER CITY STD. 106-A
A.
SAN GARIL VALLEY
MUNICIPAL WATER
DISTRICT (818)
969-7911
CURB PER CITY STD. 104 TYPE Al -6
9
R. BOB STALLINGS
5800 LUMEN H.P.S.V. STREET LIGHT COORDINATE WITH SCE.
10
SAW CUT
EXIST. A.C. PVMT & REPAVE PER CONST. NOTE NO. 2
Ul
FOR BASE LINE ROAD
CONSTRUCTION
12
CONST.
CURB DRAIN PER CITY STD. PLAN 107-A 4"X14"
B.
VERIZON
EXIST. WALL
1-800-483-3000
C.
SOUTHERN CALIFORNIA GAS CO.
1-800-427-2200
RESIDENTIAL
216 N. EUCLID AVE.
1-800-427-2000
COMMERCIAL
ONTARIO, CA 91762
D.
CUCAMONGA VALLEY WATER DISTRICT
(909) 987-2591
10440 ASHFORD ST.
RANCHO CUCAMONGA,
CA 91730
"I m--mmtolls "lo c
km ��i � r� 'o amloceallieNj
FROM STA. • TO 0+93.50
NOTE:
ALL LOTS CREATED SHALL MEET 200 FT. LOT DEPTH
(SEE TENTATIVE MAP)
1 CONST. ROAD PER TYPICAL ROAD SECTION HEREON CITY STD. 100--A.
2 CONST. " THICK AC PVMT. PER CITY STD. 100-A AND GENERAL NOTE 9.
3 CONST. 4" THICK AGGREGATED BASE PER CITY STD 100-A AND GENERAL NOTE 9
4 CONST. 4" SIDEWALK PER CITY STD. 101
5
CONST.
CURB & GUTTER -- BARRIER PER CITY STD 104 A2-8
6
CONST.
CROSS AND LONGITUDINAL GUTTER AT INTERSECTION PER CITY STD. 106-A
7
CONST.
DRIVEWAY APPROACH PER CITY STD. 101
8
CONST.
CURB PER CITY STD. 104 TYPE Al -6
9
INSTALL
5800 LUMEN H.P.S.V. STREET LIGHT COORDINATE WITH SCE.
10
SAW CUT
EXIST. A.C. PVMT & REPAVE PER CONST. NOTE NO. 2
Ul
CONST.
LANDSCAPE AREA PER SEPARATE PLAN (PRIVATE)
12
CONST.
CURB DRAIN PER CITY STD. PLAN 107-A 4"X14"
13
REMOVE
EXIST. WALL
10 lot" I Kwl
VICINITY MAP
N, T. S,
NESCRIPTION OF REVISION
CITY OF RANCHO CUCAMONGA
NDTE & VICINITY MAP & DETAIL,
APPROVED BY
CITY ENGINEU�
PRIVATE
rj STREET
DRC 200PM 18097
FROM 0+00.i TO 3+75.44
ICIVIL CONSULTINGENGINEERS
1295 LOS ANGELESBLDG.
GL19NDAIX CA. 91204
AR' 1 ! i.
FAM (818) 1. ,►
�r►
1.4-11-06 -A
DATE.
24953
PREPARED BY: RECOMMENDED
IN CIVIL ENGINEERING SHEET.`
Z744 1 OF 3
DRAWING NO.
R.C.E. NO. 37138 3003