63'
33'
30'
660' OF 24" O.C. GLOBE LIGHTS ON STEEL CABLE
7 MANUAL RETRACTABLE BOLLARDS
7 MANUAL RETRACTABLE BOLLARDS (E) ELECTRICAL SERVICE PEDESTAL REPLACE EXISTING LIGHT POLE (TYP .OF 8)
(E) TREE (TYP) PROTECT IN PLACE
(E) RIGHT-OF-WAY
(E) RIGHT-OF-WAY
(E) RIGHT-OF-WAY (E) RIGHT-OF-WAY
(E) RIGHT-OF-WAY (E) RIGHT-OF-WAY
OF SHEETS
SHEET
CITY OF MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
3 STM
06/17/26
STMJSM 25-06
D STREET WALKABILITY PROJECT
1204 E STREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
1 L-1
0 100' 200' 400' 800'
PROJECT VICINITY MAP
SITE
TITLE SHEET & LOCATION MAP
LAYOUT PLANDETAILS
SHEETNO.
INDEX OF SHEETS
1 2
3 DRAWING TITLE
T-1
L-1
D-1
DRAWINGNO.
TITLE SHEET & LOCATION MAP
CITY OF MARYSVILLE
PLANS FOR
D STREET -WALKABILITY PROJECT
CITY CONTRACT NO. 25-06
FEDERAL PROJECT NO. STPL-5009(033)
JERAMY CHAPDELAINE
PUBLIC WORKS DIRECTOR
CITY OF MARYSVILLE
APPROVED BY: DATE:
JOHN MALLEN, P.E., P.L.S.
MHM INCORPORATED
RCE 62315 EXP 09-30-27
DESIGNED BY:
MHM INCORPORATED (ATTN ROGER HANLIN)
1204 E STREET, P.O. BOX B
MARYSVILLE, CALIFORNIA 95901
PHONE: (530) 742-6485FAX: (530) 742-5639
1. PROJECT ENGINEER:2. PROJECT SURVEYOR:
PROJECT CONSULTANTS:
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
526 C STREET
MARYSVILLE, CA 95901PHONE: (530) 749-3902FAX: (530) 749-3991
MHM INCORPORATED (ATTN JOHN MALLEN)
1204 E STREET, P.O. BOX B
MARYSVILLE, CALIFORNIA 95901
PHONE: (530) 742-6485FAX: (530) 742-5639
UTILITY REPRESENTATIVES
UTILITY AGENCY CONTACT PHONE NUMBER
(800) 227-2600(530) 749-3902(530) 749-3902(530) 741-6911(530) 624-2505(916) 505-7308(661) 637-9807(925) 519-2810 KYLE HEGGSTROM (530) 741-6622LUCAS HUEZOBRENT DRAWVERLEE NIETO
TEMOC ALVAREZ
MARY JONESPUBLIC WORKSPUBLIC WORKS
MARYSVILLE FIREPACIFIC GAS & ELECTRICPACIFIC GAS & ELECTRIC AT&T
COMCASTCALIFORNIA WATER SERVICECITY OF MARSVILLECITY OF MARSVILLE
UNDERGROUND SERVICE ALERT
FIRE PROTECTION
GAS
ELECTRICITY
TELEPHONE
CABLE TELEVSION
WATER
SEWERSTORM DRAINAGE
MHM INCORPORATED OR THE CITY OF MARYSVILLE SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET.
NOT TO SCALE
LOCATION MAP
H
T
RON
811 OR 1-800-227-2600
CALL "USA" TOLL FREE
48 HOURS
CALL BEFORE YOU DIG
TO GRADING OR DIGGING
COMPANIES TWO (2) WORKING DAYS PRIOR
THE CONTRACTOR SHALL NOTIFY ALL UTILITY
AS U
UNDERGROUND SERVICE ALERT
1" = 200'
OWNER CONTACT:
CONTROL INFORMATION
POINT NORTHING EASTING ELEV DESCRIPTION
100 2177263.05 6675688.15 58.013 MAG CK CP
411 2177267.14 6676888.56 58.69 SET 80D462 2177330.54 6677026.15 59.06 SET MAG492 2177301.17 6677179.90 60.88 SET MAG 708 2177270.15 6677589.50 62.92 FD 60D715 2177265.31 6677589.63 62.99 FD OIP984 2177167.45 6675862.09 57.84 FD TOPPER985 2177158.96 6675849.97 58.74 SET MAG 2253 2177247.74 6675582.97 58.26 SET MG/SHNR
06-17-26
DATE OF SPECIAL PROVISIONS: 06-17-2026DATE OF PLANS: 06-17-2026 NOTE: THE CONTRACTOR SHALL POSSESS THE FOLLOWING CONTRACTOR LICENSE(S) AT THE TIME THIS CONTRACT IS AWARDED:
A. GENERAL ENGINEERING
TO BE SUPPLEMENTED BY CALTRANS STANDARD PLANS DATED 2023
HIGH STREET
F STREET
4TH STREET
SR70 / E STREET
5TH STREET
3RD STREET D STREET
C STREET
OAK STREET
STOP
STOP
STOP
W W W W W W W W W W W W W W
W
W
W
W W
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W 3RD STREET
4TH STREET
E
E E E E E E E E E E E E E E E E E ESL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL
IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR E
E
IR
IR
E
E E E E E E E E E E E E E E E
SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL
E
E
IR
IR
E IR IR IR IR IR IR IR IR IR IR IR IR
E
E
IR
IR
E E E E E E E E E E E E E
SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL
E E
IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR
SL SL SL SL SL SL SL SL SL
E
IR IR IR IR IR SL SL SL SL
E E E E E E E E E E E E
IR
E
SL SL SL SL SL SL SL SL E E E E E E E E E E E E E E E E E E E
SL SL SL SL SL SL SL SL SL SL SL SL SL SL E E E E E E E E E E E E E E IR
E IR IR IR IR IR IR IR IR IR IR IR IR IR IR
E
E
SL
SL
SL
SL
IR
E E E E E E E E E E E
E
SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL
E E E E E E E E E E E
IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR E
E
IR
IR
E
E
E
IR
IR
SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL
IR
IR
E E
SL SL
E E E E E E E E E E E E E E E E E
IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR
E E E E E E E E E E E E E E E E E
E E E E E E E E E E
IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR
IR
SL SL SL SL SL SL SL SL SL SL SL SL SL SL
E E E E E E E E E E E E E E
SL
SL
SL E E E E E E E E E E
IR
E
SL
E E E E E E E E E E E ESL SL SL SL SL SL SL SL SL SL SL SL IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR E E E
E
STOP
IR
STOP
STOP STOP E E E E E E E W W W W
IR
E
IR IR IR IR IR IR
IR
IR IR IR IR SL
(E) PG
660' OF 24" O.C.
GLOBE LIGHTSON STEEL CABLE
7 MANUAL
RETRACTABLE
BOLLARDS
7 MANUAL
RETRACTABLE
BOLLARDS
(E) ELECTRICAL
SERVICE
PEDESTAL
REPLACE
EXISTING LIGHT
POLE (TYP .OF 8)
(E) TREE (TYP)
PROTECT INPLACE
(E) RIGHT-OF-WAY
(E) RIGHT-OF-WAY
(E) RIGHT-OF-WAY
(E) RIGHT-OF-WAY
(E) RIGHT-OF-WAY
2'-8"
2'-4"
2'-1"
1'-8"
22'
3'-2" 1'-6" 5'-11"
1'-6"
3'-4"
ARCH PROFILE VIEW
OF SHEETS
SHEET
CITY OF MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
3 STM
06/17/26
STMJSM 25-06
D STREET WALKABILITY PROJECT
1204 E STREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
2 L-1
OVERALL LAYOUT
0 GRAPHIC 1" = 30'
60' 15' 30' 60' 120'
( )
( )( )
3RD Street Electrical Service REPLACEMENT STREET LIGHT DETAIL 6" MANUAL RETRACTABLE BOLLARD DETAIL
WELD STREET LIGHT
BRACKET TO EXISTING POLE
ROUTE WIRING THROUGH POLE
GFI DUPLEX RECEPTACLE
NOTES:
STREET LIGHTS SHALL BE STERNBERG MODEL NUMBER
T-A850SRLED-5P-16L30T3-MDL014-A/918SRSS-BDBA6-18X36-SLB/BK OR EQUAL FESTOON LIGHTING SHALL BE TIVOLI LITESPHERE ADAPT 2.0 OR EQUAL WITH LIGHTS AT 24” ON CENTER SPACING 2700k IN COLOR. EACH STREET CROSSING SEGMENT OF THE
FESTOON LIGHTING SHALL HAVE A UNIVERSAL VOLTAGE - SINGLE CHANNEL INFINITY
DRIVER LOCATED WITHIN THE LIGHT POLE CONNECTED TO THE LIGHTING CIRCUIT SUPPLYING VOLTAGE FOR A TOTAL OF 9 DRIVERS
CONCRETE SURFACE
6"
4'
ELECTRICAL CONDUIT
12" MIN BELOW
FINISH GRADE
EXISTING 3/4"ANCHOR BOLTS - CUT FLUSH
NEW
LIGHT POLE
LIGHT POLE FOOTING DETAIL
NEW 1 1/4"ANCHOR BOLTS - DRILLED 36" MIN &
SET WITH HIT-RE 500 V3 EPOXY
EXISTING 3/4"ANCHOR BOLTS - CUT FLUSH
NEW 1 1/4"ANCHOR BOLTS - DRILLED 36" MIN &
SET WITH HIT-RE 500 V3 EPOXY
OF SHEETS
SHEET
CITY OF MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
3 STM
06/17/26
STMJSM 25-06
D STREET WALKABILITY PROJECT
1204 E STREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
3 D-1
DETAILS
4. ALL CONDUIT TO BE USED SHALL BE RIGID METAL, OR SCHEDULE 40 POLYVINYL CHLORIDE.5. THE UNDERGROUND CONDUIT AND ALL METAL PARTS SHALL BE CONTINUOUSLY BONDED AND GROUNDED.6. MINIMUM RADIUS OF BENDS SHALL COMPLY WITH 86-2.05C OF THE CALTRANS STANDARD SPECIFICATIONS. ALL BENDS AND/OR OFFSETS SHALL BE MADE WITH FACTORY FABRICATEDSECTIONS. THERE SHALL BE NO MORE THAN THREE BENDS PER RUN. BELL ENDS ARE
7. UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, A NO.5. PULL BOX (CALTRANS STANDARD PLAN ES-8) SHALL BE USED AT ALL STREET LIGHT STANDARDS. COVERS SHALL BE INSCRIBED"STREET LIGHTING" AND SECURED WITH SOLID BRASS HOLD DOWN BOLTS.
8. FOR DIRECT FEED SYSTEMS LONG CONDUIT RUNS ARE TO BE AVOIDED. DIRECT SECONDARY POWER FROM THE P.G.&E. SERVICE TO THE PULL BOX SHALL BE PROVIDED. JUNCTION BOXES TO BE A MAXIMUM 250' (FEET) APART ON LONG RUNS, OR AS DIRECTED BY THE CITY ENGINEER.
11. ALL SPLICES SHALL BE WATERPROOF, MADE WITH APPROVED SOLDER CONNECTOR OF PROPER SIZE, AND SHALL CONFORM TO CALTRANS STD. PLAN ES-13A. WIRE SIZES 8 AND SMALLER SHALL COMPLY WITH SECTION 86-2.09C - CONNECTORS AND TERMINALS
12. ALL EMPTY CONDUIT SHALL BE CAPPED AND A #10 GREEN PULL WIRE, OR APPROVED PULL STRING,
SHALL BE INSTALLED INSIDE WITH EACH END SECURED IN SUCH A WAY AS TO ASSURE THAT THEY
1. WHEN A PRIVATE PARTY IS TO DEVELOP A SYSTEM AND THEN DEDICATE THE SYSTEM TO THE CITY THE FOLLOWING SHALL APPLY: THE PRIVATE PARTY SHALL BE RESPONSIBLE FOR ARRANGEMENTS WITH P.G.&E., AND ALL CONNECTION AND SERVICE FEES CHARGED BY THE UTILITY AS WELL AS CITY INSPECTION FEES.
15. EACH STREET LIGHT SHALL HAVE A IN-LINE FUSE HOLDER IN POLE PULL BOX.
9. CONDUCTORS FROM THE PG&E SECONDARY BOX TO THE STREET LIGHT SPLICE BOX SHALL BE
13. ALL CONDUIT OPENINGS TO BE COVERED WITH DUCT SEAL.
14. ALL POLE WIRING TO BE #10 AWG SOLID. TRANSITION FROM #6 TO #10 TO BE DONE IN PULL BOX PRIOR TO ENTERING POLE.
2. POWER FOR STREET LIGHTS IN NEW AND EXISTING RESIDENTIAL SUBDIVISIONS SHALL BE DIRECT FEED (UNMETERED). EACH STREETLIGHT SHALL HAVE AN INDIVIDUAL POINT OF CONNECTION AS APPROVED BY PG&E. CONTRACTOR SHALL PROVIDE AS BUILT DRAWINGS SHOWING PG&E FACILITIES AND THE ACTUAL STREET LIGHT LOCATIONS.
3. ON STREETLIGHTS WHERE INDIVIDUAL POINTS OF CONNECTION ARE NOT AVAILABLE, REQUIRED ON ALL CONDUIT ENDS.
OF THE CALTRANS STANDARD SPECIFICATIONS.
19. ALL WORK SHALL COMPLY WITH CALTRANS STANDARDS, SECTION 86.
20. POLE BASE SHALL BE GROUTED WITH NON-SHRINK GROUT.
21. ALL PG&E SERVICE POINTS SHALL BE SHOWN ON STREET LIGHT PLANS.
A LIGHTING SYSTEM SHALL BE INSTALLED WITH A SERVICE PEDESTAL APPROVED BY THE ENGINEER AND HAVE SEPARATE A AND B CIRCUITS.
18. STREET LIGHTS MUST BE READY TO BE ENERGIZED WITHIN 14 DAYS AFTER SUBDIVISION IS ENERGIZED. 17. CONTRACTOR SHALL TAG CONDUCTORS WITH STREET LIGHT NUMBERS IN PG&E SECONDARY BOX PER PG&E REQUIREMENTS.
16. CONTRACTOR TO PROVIDE SUBMITTALS FOR CITY APPROVAL OF POLES, LUMINAIRES, SERVICE PEDESTALS AND ANCHOR BOLTS.
STREET LIGHT
GENERAL NOTES
FOR GROUND.
ALUMINUM #6 AWG DUPLEX (PG&E #294347). IN A STREET LIGHTING SYSTEM, CONDUCTORS FROM THE POINT OF CONNECTION TO THE SERVICE PEDESTAL SHALL BE ALUMINUM 1\0 AWG TRIPLEX
10. CONNECTION FROM ALUMINUM TO COPPER IN THE STREETLIGHT SPLICE BOX SHALL BE MADE WITH EITHER A 3 OR 4 WAY SWEETHEART BY HOMAC, BURNDY KSA6, BURNDY KSU20, (PG&E #294370). ALL OTHER CONDUCTORS SHALL BE COPPER #6 AWG, EXCEPT #8 AWG (BARE) ILSCO SK-6 OR CITY APPROVED EQUAL. WILL REMAIN EXPOSED.