NORTH MAIN STREET / CHEROKEE DRIVE
TRAFFIC SIGNAL INSTALLATION
SALINAS, CALIFORNIA
VICINITY MAP
MADRID ST.
HARDEN PKWY
CHEROKEE DR.
N MAIN ST.
ALVIN DR.
SAN JUAN GRADE RD.
PROJECT LOCATION
SHEET INDEX
SHEET 1 TITLE
SHEET 2 (C-1) DEMOLITION PLAN
SHEET 3 (C-2) CONSTRUCTION PLAN
SHEET 4 (C-3) CONSTRUCTION DETAIL
SHEET 5 (E-1) TRAFFIC SIGNAL PLAN
SHEET 6 (PD-1) PAVEMENT DELINEATION PLAN
W20-1
STA 4+80
G20-2
STA 19+00
G20-2
STA 4+80
W20-1
STA 19+00
SIGN LEGEND
W20-1
STA 13+50
PROJ. NO(S) SHEET NO.
FILE NO. OF
CITY OF SALINAS
S
A L I N A S
C
A
L I F O R N
I A
DATE REVISION APP.
PUBLIC WORKS DEPARTMENT
REVIEWED BY:
DATE
REVIEWED BY:
DATE
ANDREW EASTERLING, P.E.
TRAFFIC ENGINEER
DAVID JACOBS, P.E., L.S.
PUBLIC WORKS DIRECTOR
Job 18011
ASSOCIATED TRANSPORTATION ENGINEERS
100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 · (805)687-4418 06/05/20DATE18030R.C.E.
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No. 18030
ST IGR L
DESIGNED BY:
CAD BY:
PROJECT ENGINEER:
NORTH MAIN ST./ CHEROKEE DR.
HARDEN PLAZA
6RLP
JH
JH
TITLE
1 G20-2
STA 13+50
Condition of Approval
A California licensed land surveyor
shall replace the existing centerline
monument, per Vol. 13 C&T Pg 104,
if this is disturbed or missing.
waterwaterwater
at&t water
54" SD
54" SD
54" SD
54" SD
54" SD
54" SD
at&tat&t at&t at&t
SD SD SDSDSD
at&tat&tat&t
SDSD SD SDSD SD
27" SEWER
66" SD
48" SD
48" SD
18" SSWR18" SSWR18" SSWR 18" SSWR
18" SSWR
18" SSWR18" SSWR
27" SSWR27" SSWR27" SSWR27" SSWR
12" SD
54" SD54" SD54" SD
66" SD
13+00 14+0012+0011+0010+00
9+00
1 12+10.4 56.8' RT
12+10.4 67.8' RT
12+22.7 73.3' RT
12+26.7 80.3' RT
12+38.1 80.3' RT
6 4
5 interconnect
12+69.4 N MAIN ST.
10+00 CHEROKEE DR.
12+97.8 86.5' RT
joint utility
ROWROW REMOVE AREA
water
water
water
B B
A.C.
A.C. A.C.
P.C.C.
ROW
TREE
AREA 1
AREA 2
11+00
12+00
9+80 14+00
WORK ZONE
WORK ZONE
12+17.8 56.5' RT9+87.5
END MEDIAN REMOVAL
1 1
A
A A
A
6 7
7 STOP
3 3
3 3
3 3
3 3
3 3 3
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
11+00
3 END MEDIAN REMOVAL
3 BY OTHERS
13+68.6
13+68.6
9+87.5
16'
8 9
9 9
2'-2"
5 9+25.0
2 3
3 AREA 1 DEMOLITION NOTES
1 REMOVE MEDIAN. SEE SECTION A-A.
2 PROTECT LANDSCAPE AND IRRIGATION.
3 REMOVE ALL MARKINGS, PAVEMENT MARKERS, AND STRIPING
WITHIN SLURRY SEAL AREA.
4 REMOVE RAMP, CURB, GUTTER, AND LANDSCAPE.
C-1
CONSTRUCTION GENERAL NOTES
1. ALL WORK SHALL CONFORM 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 MUTCD), 2017 CITY OF SALINAS REVISED
STANDARD SPECIFICATIONS, DESIGN STANDARDS, AND STANDARD PLANS, AND THE SPECIAL PROVISIONS ACCOMPANYING THIS PLAN.
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 VERIFY EXACT LOCATION OF EXISTING FACILITIES.
3. EXISTING CURB AND SIDEWALK THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE NOT TO BE
REMOVED, SHALL BE REPAIRED OR REPLACED IN KIND EVEN IF DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED BY THE CONTRACTOR.
4. CONTRACTOR SHALL CAREFULLY PRESERVE THE SURROUNDING PROPERTY BY CONFINING HIS OPERATION WITHIN THE LIMITS OF WORK AREA.
5. CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE, AND OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING, ETC. AND
TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS.
6. EXISTING SUBSURFACE STRUCTURES ARE NOTED FROM BEST RECORDS AVAILABLE. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THESE STRUCTURES PRIOR TO TRENCHING AND SHALL BE 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.
8. BOLD FACE PLAN SYMBOLS ARE NEW CONSTRUCTION. HALF-TONE SYMBOLS ARE EXISTING.
9. ANY DEVIATIONS FROM THIS PLAN SHALL REQUIRE PRE-APPROVAL BY THE CITY ENGINEER. 15"
PROTECT "TYPE B" CURB
6"
REMOVE A.C.
SECTION B-B
AREA 1 - WITHIN CITY R/W (STA 9+80 - 14+00 N MAIN ST)
AREA 2 - HARDEN RANCH (STA 10+65 - 12+00 CHEROKEE DR)
10' 20' 40'
SCALE: 1"=20'
0 PROJ. NO(S) SHEET NO.
FILE NO. OF
CITY OF SALINAS
S
A L I N A S
C
A
L I F O R N
I A
DATE REVISION APP.
PUBLIC WORKS DEPARTMENT
REVIEWED BY:
DATE
REVIEWED BY:
DATE
ANDREW EASTERLING, P.E.
TRAFFIC ENGINEER
DAVID JACOBS, P.E., L.S.
PUBLIC WORKS DIRECTOR
Job 18011
ASSOCIATED TRANSPORTATION ENGINEERS
100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 · (805)687-4418 06/05/20DATE18030R.C.E.
NPOO
ANIO
L
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DAR
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L. E
ICED
P
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NEER
IF RO
IV
A
I
F C L
C L ANI
GRE
I
ETA
ST
O
No. 18030
ST IGR L
DESIGNED BY:
CAD BY:
PROJECT ENGINEER:
NORTH MAIN ST./ CHEROKEE DR.
HARDEN PLAZA
6RLP
JH
JH
DEMOLITION PLAN
2 AREA 2 DEMOLITION NOTES (NOT A PART)
5 REMOVE CURB.
6 REMOVE MEDIAN.
7 REMOVE A.C. PAVEMENT.
8 REMOVE CURB AND LANDSCAPE IN INDICATED REMOVAL AREA.
REMOVAL AREA
9 REMOVE STRIPING AND MARKING
(NOT A PART)
(NOT A PART)
SECTION A-A
REMOVE MEDIAN
PROTECT EX.
REMOVE "TYPE A" CURB
ASPHALT PAVEMENT
SLURRY SEAL AREA
EX. PORTLAND CEMENT CONCRETE
27" SSWR
waterwater waterwater
at&twater
water
water
54" SD
54" SD
54" SD
54" SD
54" SD
54" SD
at&tat&t at&t at&tSD SD SD SDSDSD at&tat&tat&t
SDSD SD SDSD SD
27" SEWER27" SEWER
waterwaterwater
water
ROW
ROW ROW
ROW
66" SD48" SD48" SD
18" SSWR18" SSWR18" SSWR 18" SSWR18" SSWR18" SSWR18" SSWR18" SSWR18" SSWR27" SEWER 27" SSWR27" SSWR27" SSWR27" SSWR 66" SD 12" SD
54" SD54" SD54" SD
66" SD 66" SD
12+69.4 N MAIN ST.
12+0011+0010+00 13+00 14+00
10+00 CHEROKEE DR.
9+00
11+00
60' BAY TAPER
9+87.59.4' LTMATCH EX. CURB 12+25.0TC = 100.929.4' LT
12+25.0TC = 100.9210+47.510+27.510+07.59+87.5MATCH EX. CURB8.3' RT5.8' RT1.2' LT5.4' LT 5.4' LTSTART TAPEREND TAPER12+27.0TC = 100.927.5' LTR = 2'1 TYP.2 12+10.456.8' RTMATCH EX. CURB AND FL
12+10.4TC = 99.7867.8' RT12+22.7TC = 100.1373.3' RT12+26.7TC = 100.3780.3' RT 12+28.1FL = 99.5463.8' RT
12+38.180.3' RT12+40.486.6' RTMATCH EX. GLMATCH EX. CURB12+38.886.6' RTMATCH EX. FL12+97.586.5' RTMATCH EX. FL9 4 7
8 R= 30'
CC
10 AREA 1
AREA 2
9+80 14+00
WORK ZONE WORK ZONE
12+00
WATERFLOWWATERFLOWWATERFLOW WATERFLOWWATERFLOW
FLOWWATERFLOWWATER FLOWWATERFLOWWATER
5 DETAIL A ON SHEET C-312+17.856.5' RT13+18.256.5' RTMATCH EX. GUTTERMATCH EX. GUTTER ROWFL = 99.09FL = 99.34FL = 99.47FL = 99.67
FG = 100.52FG = 100.60FG = 100.69 FG = 101.07FG = 100.75 FL = 99.80FL = 100.20FL = 100.06
FG = 100.58
FG = 100.25FG = 100.00
FG = 100.40FG = 100.55FG = 100.63
FL = 99.05FL = 99.15FL = 99.50 FL = 99.80FL = 100.20FG = 100.35FG = 100.50 FG = 101.15101.7520' TYP.AA10+60.4START BREAK
612+31.2FL = 99.6066.7' RT8CC
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
10+00
3 9+87.5
13+68.6
13+68.6
9+87.5
SEE PD PLAN
11PROTECT LIGHT POLEMATCH EX. CURB1211'
ALIGN WITH STRIPINGR=2'TYP.
15'-9"
39'-2"20'11'
9+25 AREA 1 CONSTRUCTION NOTES1CONSTRUCT TYPE "A" CURB PER CITY REVISED STANDARD PLAN 1.CONSTRUCT MEDIAN. SEE MEDIAN DETAIL ON SHEET C-3.INSTALL BREAKS 20' O.C. SEE SECTION A-A ON SHEET C-3.SLURRY SEAL ON ASPHALT CONCRETE PAVEMENT.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-3.3CONSTRUCT TYPE "C" CURB AND GUTTER PER CITY REVISED STANDARD PLAN 1. 234
CONSTRUCTION GENERAL NOTES
C-2NOTE:SEE TRAFFIC SIGNAL PLAN(E-1) FOR LOCATIONS OFPOLES AND CONDUITS.
AREA 1 - WITHIN CITY R/W (STA 9+80 - 14+00 N MAIN ST)AREA 2 - HARDEN RANCH (STA 10+65 - 12+00 CHEROKEE DR) 10'20'40'SCALE: 1"=20'0
1.ALL WORK SHALL CONFORM TO THE 2015 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATIONSTANDARD PLANS AND STANDARD SPECIFICATIONS, THE 2015 STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION REVISED STANDARD PLANS AND REVISED STANDARD SPECIFICATIONS, THE 2014CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), 2017 CITY OF SALINASREVISED STANDARD SPECIFICATIONS, DESIGN STANDARDS, AND STANDARD PLANS, AND THE SPECIALPROVISIONS ACCOMPANYING THIS PLAN.2.UTILITIES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY OVERHEAD ANDUNDERGROUND CLEARANCE WITH ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK. CONTACTUNDERGROUND SERVICE ALERT (USA) AT 811 TWO WORKING DAYS PRIOR TO DOING ANY WORK TOVERIFY EXACT LOCATION OF EXISTING FACILITIES.3.EXISTING CURB AND SIDEWALK THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE NOTTO BE REMOVED, SHALL BE REPAIRED OR REPLACED IN KIND EVEN IF DAMAGE OR DISPLACEMENTOCCURRED PRIOR TO ANY WORK PERFORMED BY THE CONTRACTOR.4.CONTRACTOR SHALL CAREFULLY PRESERVE THE SURROUNDING PROPERTY BY CONFINING HISOPERATION WITHIN THE LIMITS OF WORK AREA.5.CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE, ANDOTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS,GRADING, ETC. AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES,LOW SPOTS OR HAZARDOUS CONDITIONS.6.EXISTING SUBSURFACE STRUCTURES ARE NOTED FROM BEST RECORDS AVAILABLE. CONTRACTORSHALL BE RESPONSIBLE FOR VERIFYING THESE STRUCTURES PRIOR TO TRENCHING AND SHALL BERESPONSIBLE FOR ALL DAMAGE TO THEM AND OTHER UNKNOWN OR UNIDENTIFIED STRUCTURES7.THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE DEPARTMENT OF PUBLICWORKS FOR ANY WORK WITHIN THE CITY'S RIGHT-OF-WAY OR STREETS.8.BOLD FACE PLAN SYMBOLS ARE NEW CONSTRUCTION. HALF-TONE SYMBOLS ARE EXISTING.9.ANY DEVIATIONS FROM THIS PLAN SHALL REQUIRE PRE-APPROVAL BY THE CITY ENGINEER.
PROJ. NO(S)SHEET NO.
FILE NO.OFCITY OF SALINASSALINASCALIFORNIA
DATEREVISIONAPP.PUBLIC WORKS DEPARTMENT
REVIEWED BY:DATE REVIEWED BY:DATEANDREW EASTERLING, P.E.TRAFFIC ENGINEERDAVID JACOBS, P.E., L.S.PUBLIC WORKS DIRECTOR Job 18011ASSOCIATED TRANSPORTATION ENGINEERS100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 · (805)687-441806/05/20DATE18030R.C.E.
NPOOANIOLESFDAROSL.EICEDPRERH NEERIFROIVAIFCLCLANIGREI
ETASTONo. 18030ST IGRL DESIGNED BY:CAD BY:PROJECT ENGINEER: NORTH MAIN ST./CHEROKEE DR.HARDEN PLAZACONSTRUCTION PLAN36RLPJHJH (NOT A PART)
56 AREA 2 CONSTRUCTION NOTES (NOT A PART)7SIDEWALK BY OTHERS.PLACE PORTLAND CEMENT CONCRETE. MATCH EXISTING CONCRETE PATTERN.SEE SECTION C-C.PLACE TYPE A HMA ASPHALT CONCRETE (12" AGGREGATE) AND CLASS II AGGREGATE BASE.SEE A.C. TYPICAL DETAIL.CONSTRUCT TYPE "C" CURB AND GUTTER PER CITY REVISED STANDARD PLAN 1.CONSTRUCT TYPE "B" CURB PER CITY REVISED STANDARD PLAN 1.LANDSCAPE BY CONTRACTOR. 8910
SLURRY SEAL AREA.
SECTION C-C
EX. CONCRETE
EX. AGG. BASE
PLACE P.C.C. MATCH THICKNESS AND COLOR OF EXISTINGSCORE TO PATTERN EXISTING AGG. BASE AND MATCHCONTRACTOR TO IDENTIFYCOMPACT SUBGRADETO 95% (NOT A PART)
COMPACT SUBGRADE TO 95%
6.5" A.C.10" CL. II AGG. BASE
AS DIRECTED BY ENGINEERA.C. TYPICAL DETAIL(NOT A PART)
1112
2'-6"R/W1.5'1.5'SERVICEPEDESTALCONTROLLERBASE
STA = 13+20.3
STA = 13+20.34'-412"1'
4'-312" 4'3' BASE1'-2"
4'-8"
STA = 13+26.96'-5"EX. WALLEX. WALL
CP "C"
R/W
PROTECT LANDSCAPE AND SIDEWALK
BACK OF WALK
CONSTRUCTION GENERAL NOTES
C-3NOTE:SEE TRAFFIC SIGNAL PLAN(E-1) FOR LOCATIONS OFPOLES AND CONDUITS. 6"
DETAIL A - SIDEWALK
1.ALL WORK SHALL CONFORM TO THE 2015 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATIONSTANDARD PLANS AND STANDARD SPECIFICATIONS, THE 2015 STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION REVISED STANDARD PLANS AND REVISED STANDARD SPECIFICATIONS, THE 2014CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), 2017 CITY OF SALINASREVISED STANDARD SPECIFICATIONS, DESIGN STANDARDS, AND STANDARD PLANS, AND THE SPECIALPROVISIONS ACCOMPANYING THIS PLAN.2.UTILITIES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY OVERHEAD ANDUNDERGROUND CLEARANCE WITH ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK. CONTACTUNDERGROUND SERVICE ALERT (USA) AT 811 TWO WORKING DAYS PRIOR TO DOING ANY WORK TOVERIFY EXACT LOCATION OF EXISTING FACILITIES.3.EXISTING CURB AND SIDEWALK THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE NOTTO BE REMOVED, SHALL BE REPAIRED OR REPLACED IN KIND EVEN IF DAMAGE OR DISPLACEMENTOCCURRED PRIOR TO ANY WORK PERFORMED BY THE CONTRACTOR.4.CONTRACTOR SHALL CAREFULLY PRESERVE THE SURROUNDING PROPERTY BY CONFINING HISOPERATION WITHIN THE LIMITS OF WORK AREA.5.CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE, ANDOTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS,GRADING, ETC. AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES,LOW SPOTS OR HAZARDOUS CONDITIONS.6.EXISTING SUBSURFACE STRUCTURES ARE NOTED FROM BEST RECORDS AVAILABLE. CONTRACTORSHALL BE RESPONSIBLE FOR VERIFYING THESE STRUCTURES PRIOR TO TRENCHING AND SHALL BERESPONSIBLE FOR ALL DAMAGE TO THEM AND OTHER UNKNOWN OR UNIDENTIFIED STRUCTURES7.THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE DEPARTMENT OF PUBLICWORKS FOR ANY WORK WITHIN THE CITY'S RIGHT-OF-WAY OR STREETS.8.BOLD FACE PLAN SYMBOLS ARE NEW CONSTRUCTION. HALF-TONE SYMBOLS ARE EXISTING.9.ANY DEVIATIONS FROM THIS PLAN SHALL REQUIRE PRE-APPROVAL BY THE CITY ENGINEER.
PROJ. NO(S)SHEET NO.
FILE NO.OFCITY OF SALINASSALINASCALIFORNIA
DATEREVISIONAPP.PUBLIC WORKS DEPARTMENT
REVIEWED BY:DATE REVIEWED BY:DATEANDREW EASTERLING, P.E.TRAFFIC ENGINEERDAVID JACOBS, P.E., L.S.PUBLIC WORKS DIRECTOR Job 18011ASSOCIATED TRANSPORTATION ENGINEERS100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 · (805)687-441806/05/20DATE18030R.C.E.
NPOOANIOLESFDAROSL.EICEDPRERH NEERIFROIVAIFCLCLANIGREI
ETASTONo. 18030ST IGRL DESIGNED BY:CAD BY:PROJECT ENGINEER: NORTH MAIN ST./CHEROKEE DR.HARDEN PLAZA6RLPJHJH CONSTRUCTION DETAIL4 SECTION A-A MEDIAN DETAILPROTECT EX.
CONSTRUCT "TYPE A" CURB
ASPHALT PAVEMENT
EXPOSED AGGREGATE FINISH4" CONCRETE (CLASS "3")CONSTRUCT MEDIANLONGITUDINAL BAR#4 x 12" DOWEL@ 4' O.C. MIN. GROUT8" INTO STREET 18""TYPE A" CURBEX. A.C. PAVEMENT
2" SAND
1:2 SCALE
EX. PORTLAND CEMENT CONCRETEEX. PORTLAND CEMENT CONCRETE 66" SD
waterwaterwater
water
54" SD
SDSD
Ø6Ø6Ø1
Ø6
Ø2
Ø5
4" C., 3 DLC
4" C., 3 DLC
Ø1
water
at&t
water
water
54" SD
54" SD
54" SD
54" SD
54" SD
at&tat&t at&t at&tSD SD SDSDSD at&tat&tat&t
SDSD SDSD SD
waterwater
Ø7ROW
ROW ROW
ROW
66" SD48" SD48" SD
18" SSWR18" SSWR 18" SSWR 18" SSWR27" SSWR27" SSWR27" SSWR27" SSWR 7 7 8
8 4
4 4
2A
ED CB
Ø6P Ø6P
Ø2PØ8P Ø2P
2 45
3 H 110FG
EX. INTERCONNECT TO MADRID ST.CCCC 66
7 EX. INTERCONNECT TO ALVIN DR.Ø8PAPPROXIMATE APPROXIMATE6 3" C., 3 #8 AWG
3" C., 3 #8 AWG
4" C., INTERCONNECTØ8 74" C., INTERCONNECT
Ø4Ø4Ø79
Ø87
3" C., 3 #8 AWG
Ø2
Ø5Ø28
water410ROW
6 11
113
1 9123" C., 3 #8 AWG
11 6J4U6J4L6J4U185' TOLIMIT LINE
27" SEWER27" SEWER18" SSWR
1J9U
5 ROW
2I2U2I2U2I2L
5J9U
185' TOLIMIT LINEwater
at&t at&tSD SD
18" SSWR27" SSWR
SDSD
5 33" C., 3 #8 AWG
1-1/0A XLP CIC
ROW230' FROM LIMIT LINEAPPROXIMATELY
66" SDØ666" SD18" SSWR 18" SSWR27" SSWR7
2AØ6P2
110EX. INTERCONNECT TO MADRID ST.CC6 APPROXIMATE6 4" C., INTERCONNECT7 3" C., 3 #8 AWG113 1 9
123" C., 3 #8 AWG
E-1
CONSTRUCTION NOTES 1FURNISH AND INSTALL 2003 NEMA TS2-2, SP STYLE WESTERN SYSTEMS PART #3015010500CABINET ASSEMBLY PER SPECIAL PROVISIONS. INSTALL BATTERY BACK UP SYSTEMCOMPLETE. 2FURNISH AND INSTALL TYPE III-AF SERVICE PEDESTAL PER RSP ES-2D.COORDINATE SERVICE CONNECTION WITH PG&E REPRESENTATIVE. 3SERVICE POINT LOCATED APPROXIMATELY 230 FEET FROM LIMIT LINE. VERIFY WITH PG&E. 4FURNISH AND INSTALL RHYTHM INSYNC VIDEO CAMERA WITH ADAPTIVE SYSTEM PERSPECIAL PROVISIONS ON MAST ARM PER MANUFACTURER'S SPECIFICATION. VIDEODETECTION ZONES SHALL BE DETERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONSFOR INSTALLATION AND SPECIFICATIONS. 5INSTALL TYPE E LOOP DETECTORS CENTERED IN LANES PER RSP ES-5B. 6 CONTRACTOR TO LOCATE AND INTERCEPT EX. INTERCONNECT CONDUIT, CONTINUOUSBETWEEN CONTROLLERS. INSTALL PULL BOX OVER IT AND CONNECT TO INDICATED PULLBOX. NO SPLICES ALLOWED. REPLACE DAMAGED CONDUIT AS NECESSARY. SEE SPECIALPROVISIONS. 7FURNISH AND INSTALL ILLUMINATED STREET NAME SIGN ON SIGNAL POLE WITH VALMONTIISNS SUPPORT ARM 5-22. LEGEND SHALL BE AS SHOWN ON POLE AND EQUIPMENTSCHEDULE. 8FURNISH AND INSTALL R73-2 (CA) SIGN. 9FURNISH AND INSTALL R61-17 (CA) SIGN.10FURNISH AND INSTALL R10-12 (CA) SIGN.11FURNISH AND INSTALL R9-3 SIGN AND R9-3bP.
MOUNTINGPOLE & EQUIPMENT SCHEDULE
A
EGHFDCB
----
-- ---- --L.M.A.STANDARDSLOCTYPESIG. M.A.POLEVEH. SIG. MTG.M.A.PED. SIG.FRONT IISNS LEGENDLUMINAIREARROWPPBLED LOCATION(*)BA REMARKSTRAFFIC SIGNAL GENERAL NOTES1.ALL SIGNAL AND LIGHTING WORK SHALL CONFORM TO THE 2015 STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS, THE2015 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION REVISED STANDARD PLANSAND REVISED STANDARD SPECIFICATIONS, THE 2014 CALIFORNIA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (CA MUTCD), 2017 CITY OF SALINAS REVISED STANDARD PLANS,AND THE SPECIAL PROVISIONS ACCOMPANYING THIS PLAN.2.UTILITIES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY OVERHEAD ANDUNDERGROUND CLEARANCE WITH ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK.CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 TWO WORKING DAYS PRIOR TO DOINGANY WORK TO VERIFY EXACT LOCATION OF EXISTING FACILITIES.3.THE LOCATIONS OF ALL ELECTRICAL EQUIPMENT TO BE INSTALLED BY THE CONTRACTORSHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT.4.NEW CONDUIT SHALL BE "TYPE 3", 4" RIGID NON-METALLIC.5.ALL NEW VEHICULAR SIGNAL HEADS SHALL BE 12" WITH TUNNEL VISORS AND BACKPLATES.PEDESTRIAN SIGNALS SHALL BE THE LED COUNTDOWN TYPE.6.BOLD FACE PLAN SYMBOLS ARE NEW CONSTRUCTION. HALF-TONE SYMBOLS ARE EXISTING.7.ANY DEVIATIONS FROM THIS PLAN SHALL REQUIRE APPROVAL BY THE ENGINEER.8.CONTRACTOR SHALL PROVIDE AND INSTALL PEDESTRIAN SIGNAL HEADS LED COUNTDOWNTYPE. PEDESTRIAN PUSH-BUTTONS SHALL BE ACCESSIBLE PEDESTRIAN SIGNALS (APS).
Ø2PØ6Ø6PØ2Ø7Ø5Ø1Ø6Ø1Ø6P
Ø2PØ2Ø5 Ø8PØ8
30'NOTES:ALL EQUIPMENT IS NEW (N).
1-A-10'1-A-10'TV-1-T19-4-10030', F=12'2-MAS6
MAS
1CONDUIT AND CONDUCTOR SCHEDULECONDUIT RUN AND SIZECONDUCTOR RUNAWGCABLEor Ø4 "
#10 AWG
342 56
TOTAL #14LUMINAIRESTOTAL #10
#14 AWG
CONDUIT
Ø6 "
2-4"NØ2 "Ø1 SIGNALS
SPARES
789
Ø5 "Ø8 "Ø2P SIGNALSØ6P "
PPB COMMONØ2 PPBØ6 "
SIGNAL COMMON
DLCØ1Ø2Ø5Ø6
4"
DLC TOTAL
10 Ø8P "Ø8 "
POLE LOCATION
PHASE DIAGRAM
POLE QUADRANTSPPB LOCATION ON POLE (TOP VIEW)
Ø4
61-5-10060' SV-1-TSP-1-T15'15'1
3-MAS
61-5-10065'15'12
1-A-10'19-3-10015'
4"4"4"4"4"4"NNNNNNNNN
3-MASTV-1-T
TV-1-T
SV-1-TSV-1-T
SV-1-TSP-1-TSP-1-TSP-1-TSP-1-TSP-1-T
-
-
22868
- -
6333 33333336 33333333 334 4222424 222 222222 121 11111112 1111111163 4"4"
33 333355103126 101613191111111 2222222 163333333 71 121 1126 3 3 154 W154 W154 W
-
ECR
BCR
CURB
---
4444
----N Main St
N MAIN ST7
798
8 SERVICEVIDEO CAMERASIGNAL INTERCONNECT#2 AWG 26 PR #19 AWGVIDEO POWER3 CSC 111112 1122222224 QUAD.
Ø4
PPB POST- -
C8.8'11.3'11.8'10.6'14.3'13.0'
9.9'
3.4'3.6'5.7'4.8'9.0'8.1'7.1'4.3'3.8'--------
7 7- -
2 2 2
Ø7 "6 663
% FILL
1 1
10.7%4.5%11.3%7.1%6.0%5.0%10.3%4.5%1.7%2.3%
F=20', F=12'
F=20', F=12'12
BACK
Harden PlazaCherokee DrCherokee DrHarden PlazaW
E
NSE
W
-EENN
CABLE
Harden PlazaCherokee DrCherokee DrHarden Plaza
SEE CONSTRUCTIONDETAIL A ON SHEET C-3
154 W
PROJ. NO(S)SHEET NO.
FILE NO.OFCITY OF SALINASSALINASCALIFORNIA
DATEREVISIONAPP.PUBLIC WORKS DEPARTMENT
REVIEWED BY:DATE REVIEWED BY:DATEANDREW EASTERLING, P.E.TRAFFIC ENGINEERDAVID JACOBS, P.E., L.S.PUBLIC WORKS DIRECTOR Job 18011ASSOCIATED TRANSPORTATION ENGINEERS100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 · (805)687-441806/05/20DATE18030R.C.E.
NPOOANIOLESFDAROSL.EICEDPRERH NEERIFROIVAIFCLCLANIGREI
ETASTONo. 18030ST IGRL DESIGNED BY:CAD BY:PROJECT ENGINEER: NORTH MAIN ST./CHEROKEE DR.HARDEN PLAZA6RLPJHJH TRAFFIC SIGNAL PLAN5 11N4"12N4"33333333664422221111333131112233
322117.9%11.3%
water
at&t at&tSD SD
water
ROW
ROW ROW
ROW SDSD
12+0011+0010+00 13+00 14+00 15+00
9+00
11+00
38 L = 160'
38LL
21 CW
L = 75'
L = 75'L = 75'
CW
8" WHITE8" WHITE
R4-7c AND TYPE OM1-3
R4-7c AND TYPE OM1-3
12+69.4 N MAIN ST.10+00 CHEROKEE DR.
12+00
LL
LL
LLCW
4' TYP.
8" WHITE
9+80
WORK ZONE WORK ZONE
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL
LIMIT OF SLURRY SEAL9
9 9
9 21 3939A
39 39
39 13+68.6
9+87.5
9+87.5 AREA 1AREA 2
ROWLIMIT OF SLURRY SEAL
12" WHITE6" YELLOW6" WHITEL=100'L=20'6" YELLOWL=20'
L = 50'9+25
PD-1
PAVEMENT DELINEATION LEGEND38INSTALL TRAFFIC STRIPE PER 2015 CALTRANS STANDARD PLAN NOS. A20A, A20B, A20C, ANDA20D. NUMBER IN INDICATES DETAIL NO. ON STANDARD PLAN.INSTALL TRIPLE-4 CROSSWALK PER CITY OF SALINAS REVISED STANDARD PLAN 44R.INSTALL TYPE IV ARROWS (LEFT OR RIGHT)INSTALL TYPE VII ARROWS (RIGHT)INSTALL 12" WHITE LIMIT LINEREMOVE MARKINGS BY WET SANDBLASTING. SANDBLAST AREAS FOR PAVEMENT MARKINGLEGENDS AND ARROWS SHALL BE RECTANGULAR. ALL SANDBLASTED AREAS SHALL BE FOGSEALED.PROTECT IN PLACEINSTALL SIGNINSTALL BIKE SYMBOL WITH ARROW PER CITY OF SALINAS REVISED STANDARD PLAN 41.INSTALL "STOP" MARKINGINSTALL SHARED ROADWAY BICYCLE MARKING.
LL
CW
R
1.ALL ROADSIDE SIGN AND PAVEMENT DELINEATION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2015CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THE 2015 CALTRANS REVISED STANDARD PLANS AND REVISEDSTANDARD SPECIFICATIONS, THE 2017 CITY OF SALINAS REVISED STANDARD PLANS, THE 2014 EDITION OF THE CALIFORNIA MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (CA-MUTCD) REV. 3, AND CONTRACT SPECIAL PROVISIONS ACCOMPANYING THIS PLAN.2.ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK SHALL BE FURNISHED AND INSTALLED BYTHE CONTRACTOR.3.THE EXACT LOCATIONS OF ALL NEW ROADSIDE SIGNS AND PAVEMENT DELINEATION AND MARKINGS SHALL BE MARKED/CAT-TRACKEDIN THE FIELD BY THE CONTRACTOR AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.4.LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OFSTRIPES.5.PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.6.BOLD FACE PLAN SYMBOLS ARE NEW CONSTRUCTION. HALF-TONE SYMBOLS ARE EXISTING.7.ANY DEVIATIONS FROM THIS PLAN SHALL REQUIRE APPROVAL BY THE ENGINEER.
ROADSIDE SIGN & PAVEMENT DELINEATION NOTES
P
PROJ. NO(S)SHEET NO.
FILE NO.OFCITY OF SALINASSALINASCALIFORNIA
DATEREVISIONAPP.PUBLIC WORKS DEPARTMENT
REVIEWED BY:DATE REVIEWED BY:DATEANDREW EASTERLING, P.E.TRAFFIC ENGINEERDAVID JACOBS, P.E., L.S.PUBLIC WORKS DIRECTOR Job 18011ASSOCIATED TRANSPORTATION ENGINEERS100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 · (805)687-441806/05/20DATE18030R.C.E.
NPOOANIOLESFDAROSL.EICEDPRERH NEERIFROIVAIFCLCLANIGREI
ETASTONo. 18030ST IGRL DESIGNED BY:CAD BY:PROJECT ENGINEER: NORTH MAIN ST./CHEROKEE DR.HARDEN PLAZA6RLPJHJH PAVEMENT DELINEATION PLAN6 AREA 1 - WITHIN CITY R/W (STA 9+80 - 14+00 N MAIN ST)AREA 2 - HARDEN RANCH (STA 10+65 - 12+00 CHEROKEE DR)(NOT A PART) STOP