AREA 1 - WITHIN CITY R/W (STA 9+80 - 14+00 N MAIN ST) AREA 1 CONSTRUCTION NOTES LIMIT OF SLURRY SEAL CONSTRUCT TYPE "A" CURB PER CITY REVISED STANDARD PLAN 1.
AREA 2 - HARDEN RANCH (STA 10+65 - 12+00 CHEROKEE DR)
(NOT A PART) INSTALL BREAKS 20' O.C. SEE SECTION A-A ON SHEET C-3.
SLURRY SEAL ON ASPHALT CONCRETE PAVEMENT. SLURRY SEAL AREA.
CONSTRUCT RAMP PER CASE A AND DETAIL B OF CALTRANS REVISED STANDARD RSP PLAN A88A.
INSTALL FOUNDATION FOR CONTROLLER AND SERVICE PEDESTAL.
SEE DETAIL A ON SHEET C-3.3
CONSTRUCT TYPE "C" CURB AND GUTTER PER CITY REVISED STANDARD PLAN 1.
ROW ROW_
CHEROKE
FL = 09,50 FL = 99.15 FL = 99.05 FL = $980 FL =$00.20
FG = 100.50
FG = 100.35 13
LIMIT OE CHIRRY SEAL WORK ZONE
WORK ZONE
13000N MAKE DR
9+87.5
9+87.5 9.4' LT
PC = 100.55 FC = 100.40
FG = 100.83 1 TYP.
MATCH EY CIRR /TC = 100.92 13+68.6 LIMIT OF SLURRY SEAL
6.5" A.C.
720035 LI - 101.15
FG = 100.69
10+27.5 FG = 100.58 10" CL. II AGG. BASE
10+07.5 5.8' RT
60' BAY TAPER 120-10 54 LT 101.07
MATCH FX. CURR
13+68.6
FC = 100 00
LIMIT OF SLURRY SEAL AREA 1 COMPACT SUBGRADE TO 95%
56.8' RT FO= 100.25 - LIMIT OF SLURRY SEAL
NORTH MAIN STREET MATCH EX. CURB AND FL 12+17.8 56.5 R AS DIRECTED BY ENGINEER MATCH EX. GUTTER 13+18.2 DETAIL A ON SHEET C-3
MATCH GUTTER
12+28.163.8 RT
-16 /FL = 99.54 A.C. TYPICAL DETAIL
FL = 99.47 FL = 99.0g
4 12÷31 2 66.7'RT FL = 100.06 FL = 100.20
(NOT A PART)
12÷10 4 67 8' RT
TC = 99.78 +22.7 73.3 R CHE
= 1001
12+26.7 80.3'RT 12+40.4 86.6 RT
TC = 100.37 MATCH EX. GL 12497.5 86.5' RT
CONSTRUCTION GENERAL NOTES MATCH EX.FL
2+38.1 80.3' R 12+38.8 86.6 RT 11+00
MATCH EX. CURE MATCH EX. FL
1 WORK SHA CONSORM TO THE 2015 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS, THE 2015 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION REVISED STANDARD PLANS AND REVISED STANDARD SPECIFICATIONS. THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTD). 2017 CITY OF SALINAS REVISED STANDARD SPECIFICATIONS, DESIGN STANDARDS, AND STANDARD PLANS, AND THE SPECIAL AREA 2 CONSTRUCTION NOTES (NOT A PART) PROVISIONS ACCOMPANYING THIS PLAN. AREA 2
2. UTILITIES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY OVERHEAD AND UNDERGROUND CLEARANCE WITH ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK. CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 TWO WORKING DAYS PRIOR TO DOING ANY WORK TO 18 LACE PORTLAND CEMENT CONCRETE. MATCH EXISTING CONCRETE PATTERI
VERIFY EXACT LOCATION OF EXISTING FACILITIES
SEE CATAL CONCRETE " AGGREGATE) AND CLASS II AGGREGATE BASE.
OCCURRED PRIOR TO ANY WORK PERFORMED BY THE CONTRACTOR
CONSTRUCT TYPE "C" CURB AND GUTTER PER CITY REVISED STANDARD PLAN 1.
4. CONTRACTOR SHALL CAREFULLY PRESERVE THE SURROUNDING PROPERTY BY CONFINING HIS OPERATION WITHIN THE LIMITS OF WORK AREA. CONSTRICT TVDE "P' CIOR DER CITV REVISED STANDARD PIAN 1 5 CONTRACTOR IS RESPONSIRI F FOR MATCHING EXISTING STREFTS SURROLINDING I ANDSCAPF AND LANDSCAPE RY CONTRACTOR AS BUILT
OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING CURRS GUTTERS SIDEWALKS GRADING ETC. AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES. N. Banes
THE DON CHAPIN COMPANY
LOW SPOTS OR HAZARDOUS CONDITIONS SCORE TO PATER, NO COLOR OF EXISTINO
6. EXISTING SUBSURFACE STRUCTURES ARE NOTED FROM BEST RECORDS AVAILABLE. CONTRACTOR 7/12/21
TED SHALL BE EY CONCE
RESPONSIBLE FOR ALL DAMAGE TO THEM AND OTHER UNKNOWN OR UNIDENTIFIED STRUCTURES.
7. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE CITY'S RIGHT-OF-WAY OR STREETS.
9. ANY DEVIATIONS FROM THIS PLAN SHALL REQUIRE PRE-APPROVAL BY THE CITY ENGINEER.
SEE PD PLAN
- MATCH EXCURB
EX. AGG. BASE COMPACT SUBGRADE
PROTECT LIGHT POLE EXISTING ASS. BASE AND MATCH
NOTE. 112
10' 20'
SEE TRAFFIC SIGNAI PLAN SECTION C-C
PROR TO START OF COISTRUCTION E ALIGN WITH STRIPIN (NOT A PART) C-2 CHEROKEE DR.
CITY OF SALINAS A ASOCIATED TRANSPORTATION ENGIER. NORTH MAIN ST./ HARDEN PLAZA 3
AMARIE ENGINEERING PE CONSTRUCTION PLAN
DUDIN MODIG AEDADTMENIT
TRAFFIC SIGNAL GENERAL NOTES CONSTRUCTION NOTES
ALL SIGNAL AND LIGHTING WORK SHALL CONFORM TO THE 2015 STATE OF CALIFORNIA POLE & EQUIPMENT SCHEDULE URNISH AND INS ALL 20US NEMA 1O2%, OF SILE WESTEKN SYSTEMS PARI #30100103 ABINET ASSEMBLY PER SPECIAL PROVISIONS. INSTALL BATTERY BACK UP SYSTE AND REMED ANDRO SPEARING FEAR A PORN RANIA DA RENANTE STANDARDS VEH. SIG. MTG. PED. SIG. PPB LED ISNS LEGEND LOCATION(*)
REMARKS
TYPE POLE MOUN IING *ARROW QUAD. LUMINAIRE FRONT BACK
TRAFFIC CONTROL DEVICES (CA MUTCD), 2017 CITY OF SALINAS REVISED STANDARD PLANS, AND THE SPECIAL PROVISIONS ACCOMPANYING THIS PLAN. + Cherokee Dr Cherokee Dr → 61-5-100 3-MAS SV-1-T SP-1-T 154 W
F=20, Fa12 Harden Plaza
.. UliLITies SHOWN ARE APPROXIMATe ONLY. THE CONTRACTOR SHALL VERIFY OVERHEADAN SERVICE POINT LOCATED APPROXIMATELY 230 FEET FROM LIMIT LINE VERIFY WITH PGRE INDERCROUIND CI FARANCE WITH ALL LITI ITY COMPANIES PRIOR TO COMMENCING WOR SP-1-T CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 TWO WORKING DAYS PRIOR TO DOING 1-A-10* TV-1-T 11.5
N MAIN ST WITH ADAPTIVE SYSTEM PER
ANY WORK TO VERIFY EXACT LOCATION OF EXISTING FACILITIES. 19-4-100 30, F=12 2-MAS SV-1-T 154 W 11.8 479
SP-1-T SHALL BE DETERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONS 1-A-10° TV-1-T
• THE LOCATIONS OF ALL ELECTRICAL EQUIPMENT TO BE INSTALLED BY THE CONTRACTO
HALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT Cherokee Dr = & Cherokee Dr
61-5-100 F$20: Fp12 3-MAS SV-1-T SP-1-T 154 W 10.6 INSTALL TYPE E LOOP DETECTORS CENTERED IN LANES PER RSP ES-5B. + Harden Plaza Harden Plaza →
4. NEW CONDUT SHALL BE "TYPE 3". 4"RIGID NON METALLIC
© PPB POST 14.3' • CON RACIOR TO LOCALE AND INIERCEPT EX. INTERCONNECE CONDUIT. CONTINUOUS . ALL NEW VEHICULAR SIGNAL HEADS SHALL BE 12" WITH TUNNEL VISORS AND BACKPLATES BETWEEN CONTROLLERS. INSTALL PULL BOX OVER IT AND CONNECT TO INDICATED PULL EDESTRIAN SIGNALS SHALL BE THE LED COUNTDOWN TYPE 19-3-100 30' MAS SV-1-T SP-1-T 154 W N Main St 13.0 4Z BOX. NO SPLICES ALLOWED. REPLACE DAMAGED CONDUIT AS NECESSARY. SEE SPECIAL 1-A-10' TV-1- SP-1-T PROVISIONS.
6. BOLD FACE PLAN SYMBOLS ARE NEW CONSTRUCTION. HALF-TONE SYMBOLS ARE SXISTING.
T FURNISH AND INSTALL ILLUMINATED STREET NAME SIGN ON SIGNAL POLE WITH VALMONT
7. ANY DEVIATIONS FROM THIS PLAN SHALL REQUIRE APPROVAL BY THE ENGINEER. ALL EQUIPMENT IS NEV (N.
8. CONTRACTOR SHALL PROVIDE AND INSTALL PEDESTRIAN SIGNAL HEADS LED COUNTDOWN TYPE. PEDESTRIAN PUSH-BUTTONS SHALL BE ACCESSIBLE PEDESTRIAN SIGNALS (APS). FURNISH AND INSTALL R73-2 (CA) SIGN.
FURNISH AND INSTALL R61-17 (CA) SIGN.
CHEROKEE
CONDUIT AND CONDUCTOR SCHEDULE FURNISH AND INSTALL R10-12 (CA) SIGN CONDUIT RUN AND SIZE FURNISH AND INSTALL R9-3 SIGN AND R9-3bP 1/2 3 145678/9 101112/ POLE QUADRANTS
CONDUCTOR RUN DR
CABLE 4" 4" PPB LOCATION ON POLE (TOP VIEW)
Poles. Move
CONDUl!
ROW 3"C. 3#8 AWG 3°C.3 H8 AWG ROW_
Ø1 SIGNALS
240 PRON LF LINE.
3" C. 3 IRAWGI
. 212L
AMIT INE
ØT O 212U
Ø2P SIGNALS O 212u
#14 AVG
Ø6P
Ø8P
Ø2 PPB
AAL QA NORTH MAIN STREET
PPB COMMON
SPARES
TOTAL #14
SIGNAL COMMON 4080L6
#IU AYYU LUMINAIRES LEANERCOME MADRI
TOTAL #10
ARE TO ALM 4C, INTERCOT
0) ROW
DLO
Ø2 -
OLC TOTAL
6 PR #19 AWG SIGNAL INTERCONNECT
CURB SEE CONSTRUCTION
#2 AWG SERVICE
3"C., 3#8 AW DETAIL A ON SHEET C-3
CABLE VIDEO CAMERA
3 CSC VIDEO POWER Add cadio at Bt. 3" Gip3 #8 AWG
10.7% 4.5% 11.3% 7.1% 6.0% 5.0% 10.3% 4.5% 1.7% 2.3% 7.9% 11.3% PHASE DIAGRAM BCR Cherokees, 1006] EX INTERCON
Alvin pr and
San Juan Grade -4"C., INTERCONNECT
SCALE: 1"=20' Fur Wireless Imerconner
POLE LOCATION E-1
THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY.
REVIEWED BY REVISION
CHEROKEE DR. 5
CITY OF SALINAS NOCIATED TRANSPORT CON ENGINEE NORTH MAIN ST./ HARDEN PLAZA PUBLIC WORKS DEPARTMENT ental me - ACE 10002 DATE S60522 ANDRO ENTERING PE TRAFFIC SIGNAL PLAN