HomeMy WebLinkAbout2515PUBLIC STREET IMPROVEMENT PLAN
STREET GENERAL NOTES
1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS AND . . . .... .... .... .
SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
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SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION, INCLUDING ITS ANNUAL "D B�LIC _,S�AFE111111111 ACILI
STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC.
SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK
CITY OF RANCHO CUCAMONGA
IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF
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RANCHO CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
CONSTRUCTION NO�TES, & ESTIMATE OF QUANTITIES R, 'ST
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR . ... .. ....... C-T .... - ---- - lll;� . ..... ...
NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
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4, A PERMIT SHALL BE 08TAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, A2-8_ ........................ L.F. RRADO
4,050 PRA-DO
ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY� S. F.
CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 ........ -ADA CT
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF 3
CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 10 1, TYPE C V PER PLAN).. EA.
PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50.00 FOOT INTERVALS. ADDITIONAL
11,350 4L
GRIND AND OVERLAY 0. 15' MfN ................. ...... ...... ........ ......... S,F,
PAVING STAKES MAY 13E REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR ADJUST MANHOLE FRAME & COVER OR UTILITY CAN & COVER TO FINISH GRADE ....... 9 EA. 3x,
A --- S-T�
TO PAVING,
REMOVEIRELOCATE EXISTING STREET LIGHT & ASSOCIATED HANDHOLE (WHERE APPLICABLE) PER PROJECT PUBLIC STREET
40D ST
7, COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES 2
LIGHT IMPROVEMENT PLAN ELP0
...... EA.
SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS
850
AL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7 SAWCUT TO A CLEAN EDGE REMOVE EXISTING P.C,C. CURB GUTTER' AND DRIVE APPROACH AS SHOWN ON PLAN., S. F. YB� ST I
SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROV
2
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR RELOCATE EXISTING TELECOM VAULT, PULL BOX AND/OR HANDHOLE. EA,
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DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING.
(-9)— RELOCATE EXISTING "NO STOPPING ANY TIME" SIGN AND POST TO Cb,. Sto. 1:0+ 19 & INSTALL "END" SIGN ON POST. REMOVE
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 13E SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR EXISTING "BEGIN" SIGN AND SALVAGE TO CITY.. EA,
ADO CT
DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. SEE BELOW
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GI-- INSTALL STREET TREES PER STREET TREE LEGEND AND NOTES HEREON. .... ...... ........
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS,
0 �l CONSTRUCT MEDIUM CAPACITY CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD, PLAN 107-B ........ ......... 2 EA.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- GRADE SHALL BE
100
PREPARED 13Y REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED G12 SAWCUT TO A CLEAN EDGE AND REMOVE & RECONSTRUCT EXISTING RC.C. HANDICAP ACCESS RAMP WING ............... ..... S,F, 4L
WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 2,300
��13 SAWCUT TO A CLEAN EDGE AND REMOVE EXISTING P.C,C. SIDEWALK .......... ...... .............. S, F,
IT,
IF THE ASPHALT CONCRETE IS TO BE PLACED -GRADE, A SOILS STERfLANT REGISTERED BY THE E.P.A. FOR USE UNDER 3
12, ON SUB
G14 RELOCATE EXISTING TRAFFIC SIGN 13EHIND EXISTING CURB & GUTTER PER CITY OF RANCHO STO. PLAN 40 1 -B, ............... EA,
A.C. AND P.C-C, SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR
353
TO PAVING. 15 CONSTRUCT 6" PC.C. CURB PER CITY OF RANCHO CUCAMONGA STD. PLAN 1014, A 1 -6. .......... ...... ......... L,F,
2
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13, ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR G16�--ADJUST UTILITY PULL BOXIHAND HOLEIIRRIGATION CONTROL VALVE TO FINISH GRADE. ...... ....... ............. ........ EA.
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SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 285
17 CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. ... ......... .......... — L,F.
THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE 0— 1� , , _ " 1
3,285 <
OTHER ITEMS OF WORK. _ S.E
10— CONSTRUCT RIVER WASHED GRANITE COBBLESTONES PER CITY OF RANCHO CUCAMONGA STD. PLAN' 542. ........
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14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401A AND 401B SHALL BE CONSTRUCTED AT EACH
INTERSECTION THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN SOLELY AS AN ESTIMATE OF THE WORK REQUIRED FOR THE PROJECT, THE
R E R Sill W 0
'N DETERMINATION OF QUANTITIES AND A COMPLETE JOB, v
15, CTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE A BID BASED ON HIS OW
CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRA
PROMPTLY SUBMITTED ITEMS OF WORK NOT SPECIFICALLY NOTED ABOVE ARE INTENDED TO BE INCLUDED IN OTHER ITEMS OF WORK, PA
D _XHIAT I CT
OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL 13E
TO THE CITY ENGINEER FOR APPROVAL.
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16, WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT _Q A�5? CR,�: P,
_L� N:RA
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. STREET TREE LE�GEND AND NOTES
-800-422-4133 TWO (2) WORKING DAYS PRIOR TO THE START OF
17, CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1
1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.
CONSTRUCTION.
T 'DR
2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL RO
CT'
18, THE FINAL SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL I , , e ',I-,,,,-,,, r
TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR.
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UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY
AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER, 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT.
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19� WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL 13E REFERENCED AND 4, STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
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RESET PURSUANT TO BUSINESS AND P?OFESSIONS CODE, SECTIONS 870,0 TO 8805 (LAND SURVEYOR'S ACT).
M CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. MINIMM
SY480L & BOTANICAL NAME COMMON NAME SPACING SIZE CITY.
STREET NAME
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. GROW SPACE
A. SAN GABRIEL VALLEY MUNICIPAL WATER USTRICT. ....... ........ ................... (818) 969-7911
B <
CONTACT MR. BO: STALLINGS FOR BASE LINE ROAD CONSTRUCTION SAN BERNARDINO RD Loger'stroemic x 'Tuskegee' Tuskegee Crope Myrfle 25' 30' 0, C. 24 BOX 6 K,
B. VERIZON. ........... ............................... ............... ............... (800) 483-3000
1400 E. PHILLIPS BOULEVARD
POMONA, CA 91766
P
C. SOUTHERN CALIFORNIA GAS COM: ANY ......... ..... .......... ............ .................. (800) 427-2200
P�0. BOX 3003
REDLANDS, CA 92373 SPECIAL NOTE LEGEND
D. CUCAMONGA VALLEY WATER DISTRICT ........ ......................... �(909) 987-2591
10440 ASHFORD STREET ENGR. DEPT. (909) 483-7440 THE CONTRACTOR IS RESPONSIBLE FOR RETAINING THE SERVICES OF A REGISTERED CIVIL TC TOP OF CURB VICINITY MAP:
RANCHO CUCAMONGA, CA 91730 ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING &,/OR A LICENSED LAND SURVEYOR TO
E� METROPOLITAN WATER DISTRICT (MWD) ....... ........... ......................... I .......... �(909) 593-7474 ESTABLISH LINE AND GRADE AS DEEMED NECESSARY BY THE OWNER TO CONSTRUCT ALL AC ASPHALT CONCRETE N. T. S.
R U IMPROVEMENTS NOTED ON THE PROJECT PLANS. FL FLOWLINE
700 N. MO: ENO AVEN: E
LA VERNE, CA 91750 LIP LIP OF GUTTER
F, SPRINT - TRANSMISSION DEPARTMENT ................... .................... (909) 873-8022
TG TOP OF GRATE
282 S. SYCAMORE AVENUE BASIS 01F BEARING
RIALTO, CAUFORNIA 92376 INV INVERT OF PIPE
G. CHARTER COMMUNICATIONS CORPORATION ..... .. ......... ....... ....... ................... (888) 438-2427 BEARINGS SHOWN ON THIS PLAN ARE BASED ON THE CENTERLINE OF FOOTHILL BLVD' BEING TW TOP OF WALL
4240 N. HALLMARK PARKWAY N 89'58'08" W AS SHOWN ON RECORD OF SURVEY 916-0137 RECORDED IN BOOK 107, PAGE
SAN BERNARDINO, CA 92407 SHEET INDEX
60 OF RECORDS OF SURVEY IN THE OFFICE OF THE SAN BERNARDINO COUNTY RECORDER- TF TOP OF FOOTING
H. SOUTHERN CALIFORNIA EDISON C01MPANY ............. ......... ......... (909) 987-6585 SCRIPTION
No. DE
HP HIGH POINT
7951 REDWOOD AVENUE (909) 880-0222
FONTANA, CA 92336
LP LOW POINT I TITLE SHEET
�N
PROJECT BE CH IARK
FS FINISH SURFACE PLAN PROFILE SAN BERNARDINO RD
CITY OF RANCHO CUCAMONGA BENCHMARK No. 17—B
NOTICE TO CONTRACTOR DESCRIPTION: AT THE NW CORNER OF VINEYARD AVE AND FOOTHILL BLVD, BRASS DISK ON FG FINISH GRADE SIDEWALK PLAN VINEYARD AVE
!3q,
TOP OF CURB ON THE NORTH END OF CURB RETURN STAMPED SAN BERNARDINO COUNTY GB GRADE BREAK
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SURVEYOR 1970 BW #7-24
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE C-L. CENTERLINE
PLANS, THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE ELEVATION: 1231-927
S SEWER
q) CONTRACTOR SHALL,TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS.
WATER
THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN' FROM AVAILABLE RECORDS AND
RIGHT-OF-WAY
SHOWN ACCORDINGLY, IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART I SECTION 5, CONSTRUCT ON BENCH: ARK Rlw
THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY
RC:FP PU F GRADED SLOPE
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ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, INCLUDING DESCRIPTION: AT THE NW CORNER OF VINEYARD AVE AND SAN BERNARDINO RD, TOP OF
I G WORK ON THE PROJECT, IF CURB AT THE WEST END OF CURB RETURN AS SHOWN ON DWG. No. 1701
SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATONS PROR TO STARTN
OR TO THE START OF THE CONTRACTOR'S ORK, THE
CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRI W ELEVATION: 1266.39
COBBLE
ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, REVISIONS OR MODIFICATIONS.
FIRE HYDRANT
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 SHEET FLO DRAINAGE
EXISTING S�URVEY MONUMENTATION
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U'S. EARTH SWALE AND DIRECTION OF FLOW
LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT
COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN 3.80Z.— GRADE WITH DIRECTION OF FLOW
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB -CONTRACTORS COMPLIANCE WITH THE ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: _x
THE FIELD ARE SHOWN x—x— CHAIN -LINK FENCE
"OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA
I -DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS MONUMENT DESCRIPTIONS: &AffULIV WALL & MLA_'-)lLt-�
afety - ac I ity
RETAINING WALL Publ'
(2 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR J08 SITE CONDITIONS DURING THE NONE FOUND RIC PID ic
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL TRAFFIC SIGN
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND B_ ERN IN
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE EXISTING STORM DRAIN SAN A D:: 0 ROAD
2 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER,
2 0 AREA DRAIN DRC 2018 - 00097 ROW
PROPOSED WATER
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TITLE SHEET
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-UCAMONGA CALIFORNIA 91730
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SAN BERNARDINO RD 03 10 TRA ICE
PROTECT —IN —PLACE EXIST. VT A THROUGH
STREET" & "NO STOPPING A:NY TIME" SIGNS
CONSTRUCTION NOTES
0 1 CONSTRUCT 8" CURB WITH 24" CUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, A2-8.
—
CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103.
CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 10 1, TYPE C ('W' & V PER PLAN),
4 GRIND AND OVERLAY 0.15' MIN.
5 ADJUST MANHOLE FRAME & COVER OR UTILITY CAN & COVER TO FINISH GRADE.
REMOVEIRELOCATE EXISTING STREET LIGHT & ASSOCIATED HANDHOLE (WHERE APPLICABLE) PER PROJECT PUBLIC STREET
LIGHT IMPROVEMENT PLAN.
(7-- SAWCUT TO A CLEAN EDGE & REMOVE EXISTING P.C.C, CURB & GUTTER AND DRIVE APPROACH AS SHOWN ON PLAN.
8 RELOCATE EXISTING TELECOM VAULT, PULL E30X AND/OR HANDHOLE.
(95RELOCATE EXISTING "NO STOPPING ANY TIME" SIGN AND POST TO Cb. Sto- 10+ 19 & INSTALL "END" SIGN ON POST REMOVE
%..d EXISTING "BEGIN" SIGN AND SALVAGE TO CITY.
&—)NSTALL STREET TREE PER STREET TREE LEGEND AND NOTES, SHEET 1.
11 CONSTRUCT MEDIUM CAPACITY CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-6.
12 SAWCUT TO A CLEAN EDGE AND REMOVE & RECONSTRUCT EXISTING P.C.C. HANDICAP ACCESS RAMP WING.
1 �7 CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534.
CONSTRUCT RIVER WASHED GRANITE COBBLESTONES PER CITY OF RANCHO CUCAMONGA STD. PLAN 542.
CITY OF RANCH10 CUCAMONGA BrENCHMARK No, 17-8
DESCRIPTION: AT THE NW CORNER OF VINEYARD AVE AND FOOTHILL BLVD, BRASS DISK
ON TOP OF CURB ON THE NORTH END OF CURB' RETURN STAMPED SAN BERNARDINO
COUNTY SURVEYOR 1970 RM #7-24
ELEVATION: 1231.927
CONSTRUCTION BENCHMARK
DESCRIPTION: AT THE NW CORNER OF VINEYARD AVE AND SAN BERNARDINO RD, TOP
OF CURB AT, THE WEST END OF CURB RETURN AS SHOWN ON DWG. No, 1701
ELEVATION. 1266.3 -9
--SURVEY
LINE PER
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DWG. No. 1371
30'
C.L. VINEYARD AVE PER
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DWG. No- 1371
CONSTRUCTION NOTES
&—CONSTRUCT P.C.C_ SIDEWALK PER CITY OF RANCHO CUCAMONGA ST0_ PLAN 103.
GSA CUT TO A CLEAN EDGE AND REUOVE & RECONSTRUCT EXISTING P.C.C. HANDICAP ACCESS RAMP WING.
��13 SAWCUT TO A CLEAN EDGE AND REMOVE EXISTING P.C.C. SIDEWALK.
14RELOCATE EXISTING TRAFFIC SIGN BEHIND EXISTING CURB & GUTTER PER CITY OF RANCHO
S, PLAN 40 B.
CONSTRUCT 6" P.C.C. CURB PER CITY OF RANCHO CUCAVONGA STD. PLAN 104, Al-6,,
16 ADJUST UTILITY PULL BOXIHAND HOLEIIRRIGATION CONTROL VALVE TO FINISH GRADE.
AMM
TWO WORKING 27CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAh4ONGA STD. PLAN 534.
DAYS BEFORE
YOU DIG �a_ CONSTRUCT RIVER WASHED GRANITE COBBLESTONES PER CITY OF RANCHO CUCAMONGA STD. PLAN 542.
mp- 1-800-227-2600
SERMCE ALERT
BEEN
CITY OF RANCHO CUCAMONGA BENCHMARK No. 17—B
DESCRIPTION: AT THE NW CORNER OF VINEYARD AVE AND FOOTHILL BLVD, BRASS DISK
ON TOP OF CURB ON THE NORTH END OF CURB RETURN STAUPED SAN BERNARDINO
COUNTY SURVEYOR 1970 BM J7-24
ELEVATION: 1231.927
DESCRIPPON- AT THE NW CORNER OF VINEYARD AVE AND SAN BERNARDINO RD, TOP
OF CURB AT 77HE WEST END OF CURB RETURN AS SHOWN ON DWG. No, 1701
ELEMPON. 1266Z9
—VARIES: 45.0'
MIN,, 575 MAX. --
- VARIES —
—VARIES-
13.5' MIN.
25,5' MIN.
Ui 32.0' MAX
31.5' MAX
VARIES:-
0' MIN.
CL
LAJ
LLJ
LLJ
tj
<
Z'
Ll
Lh
co
2% MIN., 20% MAX.
TO DAYLIGHT
PROP. P.C.C. SIDEWALK
PROP. P.C.C. CURB
CURB
REMOVE EXIST. P.C.C.
SIDEWALK
6 14
LeX. No. 75
Mw
Dah 014et-'V�a
& AS I soci ctfes OF
11102MB TRAbEm" 9MEET DRAWINd No-
RMCHO CLICAWNGA CALIMMIA 917M
PH(909) 9"D9 �� W I
0";W-168 2615;
STREET LIGHT GIENERAL N10TES
E D G fm E.
A, MINIMUM IN 57P A
EE71 C 7 PARKAMY !S M" IKELOA! GU 7ER 134RADE, UNLE-S NOT THE, MI S
- r ` C E, UNLESS NO T 07�103,95E_
141MUM COAC-R. ON PRIVATE PRI-PERTY 'IS _30� WOW FRINISHEID nfiAlk TID
CA - '11,117V,_`� AND SER'ArE CONGDOM,
I- k!-L VAENUNE GOWL
'I AT19k'3 INTO YAML'V3, MANHOL ktH
RLANK C0014DUI` PILLIC5 1� ALL CINNE101 c TFERMI
Ati- CAP LOCATTONS. PEP CITY SPECIF'CA110N.-S,
'DtYlT 7 Nr - BE, PoLypoopouoNr ox
OK� IN ALL CCN RLIN i puu. wcv: E To
'STAL P UL 1. P
_N E ROPE4 8804 ED OR. TIMSTFCI,�
POLY -LITT111 D
F; -All CONDUCT MUYT BE RA40147,11FDI
A, THE MlINIMUM RADIL5,55, FOLtZ 9PUDS ARIE
36' F02 ('XINIE AM -TER OR S-NALLEF
_ EMITS 3� IN Di I] E'
4-80 POP C9NOUITS A!�� AND 50 IN 13110,11"1" FER
60� FOR, CWUTS FOR` IN DIAMETER
2`6-ffl (!UNLESS
�R. 11E N1,111 IMIJU RADIUS FOR ALL S`W
'I - - _1PS CO' All MAINUNt ODNDUTS S 413TEn
3, tF.A.',AVATION AND RACKF11,1.�
"A LEARED AND ROU91 GjRACAU) TO flift 4� OF RNAL �RADE PRI9P 710
- Mx X ARE'lk 3,14 ALL SH, Q " W
_Y ()ONDUIT ;Or
A ON SAFT
EXCAY T HS ISHMI BF IN AC TH 0,0NS71RU Tf T
El. ALL 14 A � _f0 DMANCE VA T4 CALIFORM S i AT
014-DEM5 Nff-A AMPLIC J t,_ ; _� J�� _v,
V CABI, E` C-IT"' SPF`FICATIDNS� AND ALL GOVERNMIG L OrIgNAW-ES.
J W rAt 1T7T
EACH Teu CH 50 81 E A TIFOR V BOY'N S L01A, FTNA 'SRAIDE P$�OCF 10 _I-AlIGIN QF C
COROAIJIT OR STRUCTLIPRES, _AC __ F�
SHALL BE PROVIDED BY TH - -
Df, E CONTIR 1,70-R OR ALL 1EXCAVAITIONS AND smiL' MCLUME
0615110D ROCK, CONCRETE, AND/Ok IMPOR1 BACKFILL, YMEN REQL1IFE[)_
'I'M I - W-R
E XFt 7P SACK P P], YARD 'S'AND CEMENT SLURRY ARMN NO, 0
BAC V_ W I A MINIMUM IJ E
%AULTS At MAWIRal4i t I�,RWND IN -WE E'� FY F FI SP -AME
X MIN (0i M D
OR
F i -,E
aAC*1LL '41 ALL 11MIMM-Di: _LY FOLLOW 59-18STRIJrCTUREE INS7ALLATICA AT! NO TME � AL. CAB BE
LEFT I7XIFOSED ONER' ZA ROLM",
rl"� �W ROCKS APE ALLOVED WTHIN 17* 'OF DIRECT BURIED CA&E-5 OR ANY CMW 0T OU- CONCRE-ITE
ENCAMM011, NAT11k, BACKFiu DOE$� NOT PASS THRIOMP, A 1/2' SCREEN, FILALE 1VP0R 7r, !�AND
3" h-1,011 AND 12"' A801%-, ICASLES. 14111`11* THIS F1000 NO ROCKS �APGEQ' "IANN I�L:a N
DiMAETER APRE, PERMITTED,
11. ALL BACKIFILL SHALL BE C-OMPACTIU-1 TO MEET 1.), EXCEED LOC141 0-PuaINANCES 0, OTHOR
F 1REMENTS. . I'T !HALL BE Ii-ACE-1 IN A VA114NER PRIAT WILL NOT DAMAIlt CONDUIT OR
SUARSTRUCW OF ALLOW PJTIJFE sL89DEwl' Of 4fE FRE4110-1 0P
4� PAleRNO,
PER,AVNG, WIFERE, REMIRED, SHALL BE PLA4fJ_,D IN SUCH A MANINFER TPIAT' INI-EIRMiRENCE Wwl TRAMCw
mauw,z P-MESTRIAN TPAM"�� C�L �A'LL BE KEr7� TO A THE CON' MRA 7
TIABLII'SIA A,
PROCRAVI OF ACCEPTARIE M! THIE MIUNICIPAU'r i "Guf)ITY, OR OTHER AUITHINPITY HAMING
M
AJ,"RIMIC71ON AND WHICH; IS Ar-Z PYTAR. E T P E � y
5. STRUCTURES,
A
ALL '-AJBS' KICTURES S4 All r3E CON!S7-RlJCTFkQ OR 1145 NO, CITY FICATEXIFEL.
- EN RR T
8, iliNSTALI. PROTEG110N BARRIER"15, 'W, f*,_M'N FQ, 311 AREAS E)WEAD TRAFFIC- PER 'CITY
C., ALL, CONDLAI LINtS ME) CONORC��-IrE FLOORED SUBS7RlJ1%`i1LJRE5 SHMU., 13F WA IER
U., ALL G M;,, ijNrjwc� mpk�rmhSi SHALLI BE FUR-IISHI-11 AND, INSTALLED BY THE 7RACTOR.
E CQNTRACTW� 'ri� FRpi)fiM 9Ur,�jMC7IJr ALL OETML; FOR
�E TO CfTv INSPECTOR
APPROVAL PIRIOR TO: IRSTAILAIII%N
6,RETAMINO
r PC
'04"N REQUIRED' RETAXN411- WAI 15 El
VG SHALL E PROMIX THE CON TRA TO F, 0AU-1
Mifjpc jp,,p q
, 1 1, 3 ABOVE' THE P
,1 11 iE 'M
AG, 3-Urtl7k, I- f A
(7F FRIA FH SW JR, IN AREAS SIJIRJI�C" 0, rnsafnlv� qEESIGN AN-D INSMALLA:Rm MUS11
S, R E FF R T C0 INSFIF FOr, 7F!,,.A_!i SPACE
HEA0 TIRIUCK ACIrXES 3HALL BE M1AIJhV'mqED 1110 'Q1jIP%N1 STRUCTURE MLIST KE CL AIR rx
In_ Lff M NIC rXI, 01 iPNIENT,
ALi APRURTt-,,,NA ICES 114, AT V - U T CT TWE' 1.0AINING 01, 11W.C&DI fi
M
E '01
E_ METERS AND SERYWCES WALL iIo, OWLY MTH C17Y SERVICE5 fZ501-KREMPTE&
F, ffl�RINCi MVrlil F, iN ACCORDAACE WITH APIPPL.IC-ABLE LOCCAL 010�fiANCZES AND AP!F1PiO'AE11 BY
fK'SPECTION &UPPICft TIES.
2. 1-CICATION':
L RE 9-IOW1 ON ITHE WGIRKING
A, THE LOCATION 01F EXCAVATIONS AND STIFUCTI FOR THE CITY SHIALL N
A
HIE a
DRAW G. NO I)EWATION FROM T! " PLiARNED! LOIC"AM
_NS AILL Of PfRMI ED
T
,HF, OTY 111492ECIDR,
8:1 ACTUAL LOCAIDON OF rA1S,T,,RJJC110N'S, rO Tf S
15 RfM DRA k! 11, Ur , E TO Br' THE
_IN�� fi.,ND/f)R CiT _F�R F()R,,Fj!(jN
8 Hr DON TRACp!y?,
%JTy
W 0 ' D
L 'ALK - AWD DRIK_WAYS T11, I THE APPR I�E
VIRIFY : OGATMI AND MI)TH5 CF AL 309A S
TRE ACTUAL, FREUD CIDNMTIONS, PRIC�R
5TREET IMPRO%EMENT PLA14% APPI-POW, D STRjf_-LT 1-44--i'T PL-01AS AUL
TO STREET 1-0iff INISTALLATIM-k
ALL SURVEYING NECESSARY FOR THE INSTALLATION OF THE IMPROVEMENTS NOTED
HEREON SHALL BE PROVfDED BY A REGISTERED CIVIL ENGINEER AUTHORIZED TO
PRACTICE LAND SURVEYING OR A LICENSED LAND SURVEYOR RETAINED BY THE
CONTRACTOR.
12ACC)ORDINATM -D SUK Im
AN
IKE MN1 I R A ICTC)IR SRAL F-IROADE, SUPE7R1.0�!1,Z&J AND COORI1311NAMAN AMON(,' THE YARIOIJS
COTITRACTORS MARRING 'Al"I'MN 11-ft DEMLOPMENT iN ORDER 10 PRE'r-OW DAMACTE TO CITY r,*C,1LIT1IES,
Al! S, REPLACEMENT,
0(N'MAGT0R IS RE-SPOT498LE FOR T'Ar Crusf, CF REP R
F
C(PREC-1,11ONS R0 "11TY, FACILITIES MADIF" NFC�SSARY BY 111-11ER: FNILUIRE 70 PROVIX RIKIMS �,4 09-1
01PHERMSE MOMPLY NiH IYES-1 35PECMCATIONse
t;101HER UTIVITY REDUIREMEN'F&
THE DRAWThC PREPARED FOR THIS 10,D VIAY AL,---- COVER 'THE FAUSIDTIES TO BF I:v;!_;TALL_F]), IFOR OTHER
' E. � ED 0, TP I-
LITILITY. ANY QUESTIONIS DETAILS OF THEIR 111STAIIATON SROWD SE Rf_.FLRR T I
TJ
CWPAWY C-r-KcERNED,
'14, WAfWRmrn,4
VA -OR A
C0N'TRA0?N, EXPRESSLY R A _1
EPRE,5F_NT AW W, - R;NNTY TH T At I W PERFORMED AND A 'URII L
IS RE FR
L1%10 IN MEE1iNC CONIPACJOWS, OBLI( 11104', HE I.Nc ARtE EE FROM DEFLECTS' IN, VOIDIRYMAN'SHIP AND
ARE Cra4F0RW'T`Y 101 R11 0TY REP pxvptr Ti 'E UPON R_',X,iP1 B
4UI qs- ivv&,AN1�f Si-lAU- COMMENCE
-41 1P, A
I 1E, 0 E YEAR 'GI ' IAT I
OF, MT'y'_� FINX,. A;C?';F-,P'T' E, AND SHALL E)-(,P R M FNGM1 FO DATE, -24 CCT�Xq
'L I 'All
A G7, E E S 70 PF,1L 7Le �'I� I�ItCT TO THE S A n S FACP 0 AND N-A' fl-F ANY N�'f
ncp_,�'S EvpEjqvE ANY BREACH. OF )I1jAJR!R,0jTY YrflCl AY
z A'4%i,'� ,k]RJSDICTFifAJ ANTJ AT CON'TRA! Ff 4J
q) ly
iC4,31M APPARENT TAR.( iI4_1kRErTIAC,,fJ OR IPER A J�,Qrq OF, IJNfER'v'RGUP E_LEFC1'R'Jr' SySllttlil BY r17
OUMNIG TH15 'WAR,,R.ANVP1` PERICILL
INSPECTION IS REGUMED DIJRIH.G� 11�1j[ ERI HOUR ACIVAN
POD� A. 48 -, , - ',, I CE A TICE �T INTENT 7!
ED) CO DF _'AMA"Ar PHONE
s-�AiR7 ffjNsT,,RuC.nm! is R1 I (RF- mom 7u+E ", KITRACTOR TO— THE CITY L', RANCHO C11C
9(*-4?7-27ffi_ X40BO
N- ACMR RIESP( SISLE Ttli MANNTAIN A_5-� UlT DRAWINGS. W�`IUH ARI TO BE UJOCA-10D. DAI�Ly
CCM ! R 8 a
CON7RACTORS S4ALL KFEEP AND: MAINTAIN 'I'WO :COFAIFs� ,-F 7
�pq" A� oiqrs, ot& Fj�-, is Fi-,mll THE
M �k- L
SPECUo"M_
COPJACTOF AWL) HE FEMID SFET S RR FHE CITY IN
17. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
CUCAMONGA STANDARD PLANS AND SPECIFICATIGNS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION, INCLUDING ITS
ANNUAL SUPPLEMENT OF AMENDMENTS, CONTRACTOR SHALL BE FAMILIAR WITH AND
SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
RT
NO^V^VVVAV;wv~ AA
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOI I FREE 1-800-PP7-2600
A PUBLIC SEMACE BY UNDERM)UND SERVICE ALERT
ALUMINUM �CAP -
Ex
C14
H
STREET LIGI T
R.C.F.P.D. PUBLIC SAFETY FACILITY
NOTES & ESTIMATE OF QUANITIT.JES
INSTALL
240V 51W LED 58001m
STREET LIGHT
ON ICl-23 POLE PER CITY OF RANCHO CUCAMONGA� STD. PLAN 410.. .......
I EA.
INSTALL
BROOKS PRODUCTS No,
3-112 PULL
BOX WITH LiD STAUPED "STREET LIGHTING..". - , - - - -
- - 1 EA.
3
INSTALL
1-112" PVC SCH. 40
CONDUIT WITH
(2) #8 C01PPER CONDUCTORS & (1) #8 COPPER GROUND (XHHW-2). ...
10 L,F.
REMOVE
EXISTING STREET LIGHT
AND SALVAGE
TO CITY YARD.
2 EA,
THE ABOVE QUANTITIES ARE NOTED
ON THIS PLAN
SOLELY AS AN ESTIMATE OF THE WORK REQUIRED FOR THE PROJECT. THE
CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE A BID
BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB.
ITEMS OF
WORK NOT SPECIFICALLY
NOTED ABOVE ARE INTENDEb TO BE INCLUDED IN OTHER ITEMS OF WORK,
lT
OTICE TO COIN RACTOR
THE EXISTENCE AND LOCAPON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTfLfTIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL
LINES, LANDSCAPE tRRIGATION LINES, ETC, THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILIPES AND STRUCTURES SHOWN ON THESE
PLANS.
THE EXI'STING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART I SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE
ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS &
DEPTHS, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT, IF CONFLICTING UTILITIES
ARE NOT BROUGHT TO THE ENG(NEER'S ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES,
REVISIONS OR MODIFICATIONS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUC!' 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
REGULATION" OF THE DEPARTMENT OF U-S. LABOR, AND WITH THE STATE OF CALIFORMA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS-,
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACT09S AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTioN SAFETY 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 REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER'AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECRON
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTIING FOR LIABILITY ARISING,,FROM soLE NEGLtGENCE OF THE OWNER OR ENGINEER -
SPECIAL NOTE
THE CONTRACTOR IS. RESPONSIBLE FOR RETAINING THE SERVICES OF A REGISTERED CIVIL ENGINEER'AUTHORIZED TO PRACTICE LAND SURVEYING &IOR A LICENSED LAND
SURVEYOR TO ESTABLISH LINE AN:D GRADE AS DEEMED NECESSARY BY THE OWNER TO CONSTRUCT ALL IMPROVEMENTS NOTED ON THE PROJECT PLANS.
4t/6'
7 PIN PHOTOCELL
ARM LENGTH
(SEE TABLE,
AMERON CONTEMPORARY
ARM (SEE TA�BLE)
AMERON 1C1 OCTAGONAL POLE
/-WITH BASE PLATE MOUNTING
OPTIONAL BANNER 30*W X 80,!*H WITH
AMERON BANNER SAVER BRACKET.
,/-CATALOG NUMBER BASPL30PRO (TYP).
LIMITED TO ONE PER ROLE AND, ONLY
ON 28' POLES ONLY
MAX.
36-X36" OPTIONAL TRAFFIC
SIGN($), PER, CITY STD.
401-8
OPTIONAL STREET NAME
SIGNS, PER CITY STD.
401 -13
NOTE:
.01.
1 . INSTALL RANCHO CLICAMONGA
HANDHOLE SHALL BE LOCATED MUNICIPAL UTILITY (RCMU)
_---AT THE DOWNSTREAM SIDE OF POLE NUMBER PLATE ON THE
TRAFFIC STREET SIDE OF POLE 6'
ABOVE GRADE.
M
UGHTING
POLE
ARM
FIXTURE
POLE
CATALOG
CATALOG
ARM:
WATTS/
STREET TYPE IREF STD IMA)
HEIGI; IT
NO.
POIEFINISH
NO.
LENGTH
ARIVIRISEARMFINSH
N, rATU
UGHTI GF , -RECATALGGNO, LUMEN
, 5
LOCAL
__1E12.3
'_'__ _4D
5-
iN I'
TA NEERING
INDUSTRIAL / COILECTOR/
AMERSHIELD,
NATURAL
5ECONDARV/MAJOR/
2W-3-
10-28
(ANTI GRAFFITI &SEALER)
1APfi
61
32-
(ND)PAIN'TI
CONTACTENGINEERING
DIVIDED NWOR
GRAYNATURALEXPOSED .1
_L
12-1/2" ODit Circle Diameter
1'0F1554 Grade 36 anchor roids
(Total 4) with Grade A hot -dip A563
he% nuts, with ASTM: F435 t�pe I washers,
8 UNC threads 6" long both ends
4
112%112�' ASTM �A-36 Base Plate Ameron Pole
Thlckness�-- 1" for 23' Pole See Sheet 1
Thic$mess-- 11-1/4!' for 28� Pole
Concrete Cap Type S Mortar
3rx30" curb adjacent
witb cold -joint perimeter 24" --,1 Top of
Curb
-6. 2% 1 1 1 r 2Z Pole
Bock of Flow ILIne
curb
FtM ay ottom of n
0 ;a PI of footing ut
Depth of Footing
See Table Bellow
I 3Cr Min. Below
,39" 48" rFlow Line (Typ,)
Min. I
--77-
CT
ST
N-T,S-
A P�
v%.,.N1Tt"
SHEET...........
N,o. DESCRIPTION
1 TITLE SHEET
2 STREET LIGHTING PLAN
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