HomeMy WebLinkAboutLD22-7008Permit Number: LD22-7008
LD - Utilities/ Excavation - Parallel
Issued: 01/15/2023
Expired: 07/14/2023
Job Address: 43471 Ridge Park Dr
Legal Description:
City of Temecula - Land Development Division
41000 Main Street - Temecula, CA 92590
Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033
Phone: (951) 308-6395 Fax: (951) 694-6475
Charter Spectrum
Js Collins
7337 Central Ave
Riverside, CA 92504
(951) 406-1703
Owner:
Hhs Construction, Llc
2042 S Grove Avenue
Ontario, CA 91761
(909) 393-3322
Contractor:
Utility Work Order Number: 3651095
Description:
Charter 3651095
WORK HOURS SHALL BE MONDAY – FRIDAY, NO HOLIDAYS, 8:30am - 3:30pm
Location: Ridge Park Dr E/S S/O Rancho California Rd
Proposed work:
Install new 24"x36" pedestal behind concrete sidewalk as shown on Charter "IMPROVEMENT PLANS 43471
RIDGE PARK DR, LD22-7008.
All facilities shall be installed in accordance with City Standard Drawing 117.
Traffic Control shall be in accordance with approved Traffic Control Plan LD22-7008
Permittee shall comply with all applicable Traffic Control General Notes.
Safe pedestrian/bicycle traffic and driveway access shall be maintained at all times.
Concrete repair shall be in accordance with City Standards and the Greenbook.
Trench repair shall be in accordance with City Standard Drawing 407.
Final compaction test results shall be provided by a soils engineer.
Concrete curbs, walks, gutters, cross gutters and driveway approaches damaged during construction shall be
removed from joint to joint and reconstructed in accordance with City Standards and the Greenbook.
All disturbed landscaping and other improvements shall be removed/repaired and replaced to the satisfaction of
Public Works Inspector.
Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work.
Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities*****
Permit Number: LD22-7008
LD - Utilities/ Excavation - Parallel
Permittee must also request a final inspection, via LDInspections@temeculaca.gov, to verify completion of
project.
Permittee Responsibilities
This Permittee agrees to indemnify, defend and save the City, its authorized agents, officers, representatives and employees,
harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any
accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under
the permit granted pursuant to this application.
Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407.
3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction
area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and
Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the
City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element
streets.
2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133
A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee
shall contact LDInspections@TemeculaCA.gov to schedule a meeting.
1.
4.
Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance.
Contractor is required to provide protection of the City storm drain system.
5.
Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted.
No work shall be allowed during City-recognized holidays."
6.
THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED
PROVISIONS:
All U.S.A. mark outs shall be removed prior to completion of project.7.
8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of
Liability prior to start of work.
9.Should there be any claim against the City and the property owner with the encroachment being the proximate
cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will
remove and bill the owner.
10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is
understood that this permit is limited to the work described herein and that all work is to be done in compliance
with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible
for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or
replacement of any existing improvement damaged by the doing of the work
I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of
Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether
herein stated or not.
11.
12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of
the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit.
******Contractor and all subcontractors shall be present at the pre-construction
meeting; otherwise, the meeting will be rescheduled to a later date******
Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall
be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13.
Permitee Date
Page 2 of 3
Permit Number: LD22-7008
LD - Utilities/ Excavation - Parallel
City Engineer or Authorized Representative Date
01/15/2023
Page 3 of 3
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\FORMS\Permit Applications\Encroachment Permit App.docx Page 1 of 2 Revised: 06/03/2019
APPLICATION INFORMATION PA No.: PERMIT NO.:
Type of Encroachment: Street/Storm Drain Sewer/Water Utility Trenching
Signing & Striping Traffic Signal Miscellaneous (SPECIFY BELOW)
The undersigned hereby applies to excavate, construct and otherwise encroach on City street right-of-way, as
follows:
Name(s) of street(s) and/or street address:
Utility Work Order #: Start Date: End Date:
In consideration of granting this application, all applicants including utility companies hereby agree to:
1. If applicable, submit two (2) sets of Construction Drawings along with two (2) sets of the appropriate Traffic Control Plans, proof
of City Business License for all parties involved, proof of Contractor’s License along with this application at the time of submittal.
See the Traffic Control Plan Checklist for details.
2. Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against
any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or dam age to
persons or property happening or occurring as a proximate result of any work under taken under the permit granted pursuant to
this application. (See below for specific liability insurance requirements.)
3. Remove/relocate any encroachment installed/maintained under this permit, upon written notice from the City Engineer.
4. Notify the Land Development Inspection Division via email at LDInspections@temeculaca.gov at least two (2) working days prior
to commencing construction. Hold a pre-construction meeting prior to the start of construction. The developer/general
contractor must be present for the timely request of inspections.
5. Comply with the Standard Specifications, most current Improvement Standard Drawings for Public Works Construction, City of
Temecula Municipal Code Chapters 13.04 and 18.12, terms and conditions of the permit and all applicable rules and regulations
for the City of Temecula and other public agencies having jurisdiction.
LIABILITY INSURANCE REQUIREMENTS
PROVIDE PROOF OF INSURANCE COVERAGE MEETING THE REQURIEMENTS STATED BELOW OR A CITY ATTORNEY APPROVED EQUIVALENT WITH
THE CITY NAMED AS ADDITIONAL INSURED. IN THE EVENT THAT THE INSURANCE IS PROVIDED BY THE CONTRACTOR, THE CITY AND THE
OWNER/DEVELOPER MUST BE NAMED AS ADDITIONAL INSURED.
THIS REQUREMENT SHALL BE MET BY EITHER THE APPLICANT (DEVELOPER, OWNER, PUBLIC UTILITY AGENCY OR FRANCHISE) OR BY THE
CONTRACTOR PERFORMING THE SUBJECT WORK, PRIOR TO BEGININNG ANY WORK PROPOSED UNDER THE SUBJECT ENCROACH MENT PERMIT.
Tie into existing Charter handhole in dirt. Place 8' conduit from existing handhole to new
24"x36" Charter pedestal and place conduit from new pedestal to pace new power supply cabinet.
43471 Ridge Park Dr, Temecula, CA 92590
Ridge Park Dr / Rancho California Rd
3651095 12/12/2022 12/15/2022
4
LD22-7008
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
tricia.ortega 12/20/2022
12/20/2022 12/20/2022
12/20/20
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\FORMS\Permit Applications\Encroachment Permit App.docx Page 2 of 2 Revised: 06/03/2019
Proof of coverage shall be by certificate (Accord or equivalent) naming the City of Temecula as certificate holder and the minimum
limits of insurance coverage shall be as follows:
a. General Liability: One million dollars ($1,000,000) per occurrence for bodily injury, personal injury and property damage. If
Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate lim it
shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
b. Automobile Liability: One million dollars ($1,000,000) per accident for bodily injury and property damage.
c. Worker’s Compensation as required by the State of California; Employer’s Liability: One million dollars ($1,000,000) per accident
for bodily injury or disease.
d. Course of Construction: Completed value of the project.
There is a limited exception to this requirement. Owners of single family homes doing work on the home’s driveway approach
located in the public right-of-way, may use their homeowners insurance with public liability and property damage coverage in at
least the following minimum limits and which will name the City of Temecula as an additional insured for the duration of the
encroachment permit:
BODILY INJURY $250,000.00 EACH PERSON
$500,000.00 EACH OCCURANCE
$500,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS
PROPERTY DAMAGE $100,000.00 EACH OCCURANCE
$250,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS
A combined single limit homeowner’s policy with aggregate limits in the amount of $1,000,000.00 will be considered equivalent to
the required minimum limits. Homeowners: a copy of the required homeowners insurance and a Certificate of Insurance showing
the City named as an additional insured shall be attached to the application.
The undersigned applicant and/or contractor states that they have read and agrees to meet all the conditions on this
application, including provisions of required liability insurance or a City Attorney approved equivalent, and acknowledges
that this application will be made a part of the encroachment permit.
APPLICANT’S INFORMATION (THIS SECTION MUST BE COMPLETED)
Company Name:
Mailing Address:
Contact: Phone #: E-mail:
I hereby warrant and represent to the City that I am authorized to execute this permit application on behalf of the
permittee and bind the permittee to the agreements contained herein and any conditions of the permit.
Authorized Signature: Date Applied:
CONTRACTOR’S INFORMATION
Company Name:
Mailing Address:
Contact: Phone #: 24-HR Emergency #:
State Contractor’s License #: Class: City Business License #:
Charter Communications
7337 Central Ave Riverside, CA 92504
Andrew Valenzuela 562-332-9896 vvd_permitting@vvdcomm.net
11/18/2022
H H S CONSTRUCTION LLC
John Navarette (909) 393-3322
818906 A C31 C10 B C-7 049178
REV#DATE DESCRIPTION INT
CITY OF TEMECULA
DRAWING INDEX:
SHEET 1 - TITLE SHEET
SHEET 2 - DETAIL SHEET (D1)
SHEET 3 - SITE PLAN
SHEET 4 - ELEVATIONS (A1)
SIDEWALKRAILROAD
T TREE
R/R S/W
FOC
R/W
EDGE OF PAVEMENT
CURB FACE
UNDERGROUND
CENTER LINE
CONCRETE
RIGHT OF WAY
FRONT OF CURB
EXISTING
FROM CURB FACE
CL
EOP
CF
U/G
CONC
EX
FCF
EOP
C/L
R/W
FOC
SYMBOL/LINETYPE DESCRIPTIONABBRV.
TRAFFIC SIGNAL
HAND HOLE
FIRE HYDRANT
STREET LIGHT
MANHOLE
VALVE
PEDESTAL
UTILITY POLE
SYMBOL/LINETYPE DESCRIPTIONABBRV.
HH
F/H
MH
VLV
PED
SL
TS W
G
SS
SLC
SD
E
T
ELECTRIC
TELEPHONE
GAS
STORM DRAIN
SANITARY SEWER
WATER
OIL / PETROLEUMOIL
STREET LIGHT CONDUIT
SYMBOL/LINETYPE DESCRIPTION DESCRIPTIONABBRV.
C&G CURB & GUTTERC&G
VENT
METERM
DRIVEWAYD/W
CURB FACE
GUTTER LIP
POLE
MTR
SIDEWALK DRAIN
POLE ANCHOR
FIBER OPTICFO
CATVTV
EXISTING STRUCTURES MISC.
LE
G
E
N
D
ADA RAMP
BACKFLOW
CONC.SIDEWALKCSW
P PARKING METER
STREET SIGN
BEHIND CURB FACEBCF
VERTICAL GROUND RODVGR
OVERHEADO/H
PERMIT NO. - LD22-7008
VICINITY MAP NOT TO SCALE
N
Charter
TITLE SHEET
SHEET 5 - TRAFFIC CONTROL
PROPOSED WORK LEGEND
POTHOLE ASPHALT
BORE PIT DIRT / ASPHALT
DETAIL INFO
PROP. POWER CONDUIT
BP
PHPH
BP
SYMBOL/LINETYPE DESCRIPTIONABBRV.
/
PROP. POWER SUPPLY
KEY NOTE?
?
D1
(WHICHEVER APPLY)
PROP. COMMUNICATION CONDUIT
CONC. SIDEWALK REPLACEMENT
PS
IMPROVEMENT PLANS FOR:
POWER SUPPLY PLACEMENT
PRISM NO :
SITE ADDRESS :
LATITUDE/LONGITUDE :
(NAD 83 COORDINATES)
POWER PROVIDER :
STRUCTURE TYPE :
OUTPUT VOLTAGE :
INPUT VOLTAGE SPEC
3651095
33.496343 / -117.160221
43471 RIDGE PARK DR
TEMECULA, CA 92590
N/A
N/A
SITE AREA
1. ASSUME SOLE AND COMPLETE RESPONSIBILITY OF THE JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS
AND PROPERTIES THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS AND CONDITION. THE CONTRACTOR FURTHER AGREES
TO DEFEND , INDEMNIFY AND HOLD CITY OF TEMECULA, REPRESENTATIVES, AND ENGINEERS
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE
PERFORMANCE OF THE WORK ON THIS PROJECT.
2. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION AND THROUGHOUT THE COURSE OF
CONSTRUCTION WORK, THE CONTRACTOR SHALL FULLY COMPLY WITH THE
"CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH" ACT OF 1973 INCLUDING ALL REVISIONS
AND AMENDMENTS THERETO.
3. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF GO 95, 128, AND THE STANDARD
"SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", AS ADOPTED BY THE CITY, COUNTY
OR STATE AS MODIFIED BY STANDARD PLANS AND ADDENDUMS.
4. THE EXISTENCE AND LOCATION OF UTILITIES AND OTHER AGENCY FACILITIES AS SHOWN
HEREON ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. OTHER FACILITIES MAY EXIST,
THE CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION AND SHALL USE
EXTREME CARE AND PROTECTIVE MEASURES TO PREVENT DAMAGE TO THESE FACILITIES.
THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY OR AGENCY
FACILITIES WITHIN THE LIMITS OR WORK, WHETHER THEY ARE SHOWN ON THIS PLAN OR NOT.
5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 811, AT LEAST
TWO WORKING DAYS PRIOR TO THE START OF ANY EXCAVATION.
6. THE CONTRACTOR SHALL NOTIFY THE INSPECTION DEPARTMENT AT LDInspections@temeculaca.gov
A MINIMUM OF TWO DAYS BEFORE START OF ANY WORK REQUIRING THEIR INVOLVEMENT.
7. ALL WORK AREA AND STREET TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE MUTCD AND SPECIFICATIONS FROM THE CITY, COUNTY AND STATE.
8. THE CITY, COUNTY OR STATE SHALL SPECIFY THE EXPIRATION PERIOD OF THE PERMIT FOR
THIS CONSTRUCTION PROJECT.
9. THE MINIMUM COVER FOR ALL CONDUITS PLACED UNDERGROUND SHALL BE 36 INCHES
BELOW GUTTER.
10. THE CONTRACTOR SHALL PUNCH THROUGH & BORE ALL CURB AND GUTTERS AND BORE ALL
CONCRETE DRIVEWAYS AND WALKWAYS AT THE DIRECTION OF THE CITY, COUNTY OR STATE
INSPECTION.
11. ALL ASPHALT CONCRETE AND/OR CONCRETE PAVEMENT SHALL BE REPLACED AT THE
DIRECTION OF THE CITY, COUNTY OR STATE ENGINEERS.
12. ALL SHRUBS, PLANTS OR TREES THAT HAVE BEEN DAMAGED OR DISTURBED DURING THE
COURSE OF THE WORK, SHALL BE REPLANTED AND OR REPLACED SO AS TO RESTORE THE
WORK SITE TO ITS ORIGINAL CONDITION.
13. IF DAMAGE OCCURS TO THE CITY OR COUNTY FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY: CITY OF TEMECULA, PUBLIC WORKS DEPARTMENT AT TEL. NO. (951) 694-6411
STREET LIGHTING IS ALSO REPORTED TO THE CITY.
14. AT LEAST TWO DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL
NOTIFY THE POLICE DEPARTMENT AND THE FIRE DEPARTMENT.
15. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROCESSING OF ALL APPLICATION
PERMIT FORMS ALONG WITH THE REQUIRED LIABILITY INSURANCE FORMS, CLEARLY
DEMONSTRATING THAT THE CITY OF TEMECULA AS ALSO INSURED WITH
THE REQUIRED LIABILITY INSURANCE FOR THIS CONSTRUCTION PROJECT.
16. VAULTS, PEDESTALS, CONDUITS AND ALL OTHER TYPES OF SUBSTRUCTURE ARE EITHER
SPECIFIED ON THIS PLAN OR WILL BE SPECIFIED BY THE CONSTRUCTION ENGINEER. ANY AND
ALL DEVIATIONS FROM THE SPECIFIED TYPES OF MATERIAL MUST BE APPROVED BY THE
SYSTEM ENGINEER OR CONSTRUCTION ENGINEER, IN WRITING BEFORE INSTALLATION
THEREOF.
GENERAL NOTES
INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES AND SHALL;
90
120
LAND DEVELOPMENT
UTILITY PLAN GENERAL NOTES
41000 MAIN STREET
TEMECULA, CA 92590
Phone: 951-694-6444
www.temeculaca.gov
UTILITY CONSTRUCTION/SITE PLANS SHALL BE SUBMITTED FOR REVIEW AND INCLUDE THE FOLLOWING, BUT NOT
BE LIMITED TO:
1.THE CITY ENGINEER OR THEIR REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE
PUBLIC SAFETY.
2.BEFORE YOU DIG - CALL (TOLL FREE) (800)422-4133
3.WHERE THERE IS CONFLICT WITH THE PERMIT LANGUAGE AND APPROVED PLANS, THE APPROVED PLANS
SHALL GOVERN.
4.TRENCH REPAIR SHALL BE IN ACCORDANCE WITH CITY STANDARD DRAWING 407.
5.ALL FACILITIES SHALL BE INSTALLED IN ACCORDANCE WITH CITY STANDARD DRAWING 117.
6.CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS AND DRIVEWAY APPROACHES DAMAGED DURING
CONSTRUCTION SHALL BE REMOVED FROM JOINT TO JOINT AND RECONSTRUCTED IN ACCORDANCE WITH CITY
STANDARDS AND THE GREENBOOK.
7.ALL DISTURBED LANDSCAPING AND OTHER IMPROVEMENTS SHALL BE REMOVED OR REPAIRED AND REPLACED
TO THE SATISFACTION OF PUBLIC WORKS.
8.ACCESS RAMPS SHALL BE REMOVED JOINT TO JOINT AND RECONSTRUCTED IN ACCORDANCE WITH CITY
STANDARD DRAWING 402 AND MEET CURRENT ADA STANDARDS.
9.ANY SURVEY MONUMENTS DAMAGED OR DESTROYED SHALL BE RESET PER CITY STANDARDS BY A QUALIFIED
PROFESSIONAL PURSUANT TO THE CALIFORNIA BUSINESS AND PROFESSIONS CODE SECTION 8771.
10. FINAL COMPACTION TEST RESULTS SHALL BE PROVIDED BY A SOILS ENGINEER.
11. A PRE-CONSTRUCTION MEETING IS REQUIRED TWO (2) BUSINESS DAYS PRIOR TO ANY SCHEDULED WORK.
PERMITTEE SHALL CONTACT LDINSPECTIONS@TEMECULACA.GOV TO SCHEDULE A MEETING.
12. ALL U.S.A. MARK OUTS SHALL BE REMOVED PRIOR TO COMPLETION OF PROJECT.
13. A FINAL INSPECTION IS REQUIRED FOR ALL PROJECTS. PERMITTEE MUST CONTACT
LDINSPECTIONS@TEMECULACA.GOV TO VERIFY COMPLETION OF PROJECT.
14. STANDARD INSPECTION REQUEST SHALL INCLUDE:
IF USING A BLANKET PERMIT INDICATE WHETHER WORK IS EMERGENCY, EMERGENT, OR MAINTENANCE.
Ø PERMIT NUMBER:
Ø WORK ORDER NUMBER:
Ø INSPECTION DATE:
Ø INSPECTION TIME (IF APPLICABLE):
Ø INSPECTION TYPE (STORM DRAIN, PRECISE GRADE, NPDES, ETC.):
Ø INSPECTION LOCATION:
Ø ON-SITE LOCATION:
Ø REQUESTOR NAME:
Ø REQUESTOR COMPANY:
Ø CONTACT NUMBER:
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
tricia.ortega 01/13/2023
01/13/2023 01/13/2023
01/13/20
DETAIL SHEET ( )
REV#DATE DESCRIPTION INT
D1
NOTE:
(E) SURFACE
(SEE PLAN)
PATCH AND REPAIR
TO MATCH EXISTING
UNDISTURBED EARTH
WARNING TAPE 12" BELOW GRADE
90% COMPACTED FILL
ONE (1) 1-1/2"Ø OR EQUIVALENT SCH.
40 RIGID U.G. CONDUIT
1'-6"PROTECT-IN-PLACE (E) U.G. CONDUIT,
TYP. (IF APPLICABLE)(SEE NOTE)
6 TRENCHING DETAIL
N.T.S.
VA
R
I
E
S
2'
-
6
"
3"
2'
-
0
"
MI
N
.
1.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR
HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING
UTILITIES, CONDUITS WHETHER OR NOT SHOWN ON THE
PLANS, AND TO PROTECT THEM FROM DAMAGE.
RIGID STEEL
CONDUIT PLUG
RIGID STEEL CONDUIT
COUPLING
GRADE
RIGID STEEL
CONDUIT
RIGID STEEL TO
PVC ADAPTER
PVC SCHEDULE 40 SIZE AS
SHOWN ON DRAWINGS
8 STUB-UP DETAIL
N.T.S.
6"
R=2
4
"
M
I
N
.
NOTE:
1. USE MANUFACTURER SUPPLIED
MOUNTING HARDWARE.
NOMINAL INPUT VOLTAGE: 120V AC
OUTPUT VOLTAGE: 63/89V AC
EQUIPMENT SPECIFICATIONS
MFG:
MODEL:
HEIGHT:
WIDTH:
DEPTH:
ALPHA
XM3.1-HP
7.76 IN
16.43 IN
10.57 IN
WEIGHT: 61 LBS
5 POWER SUPPLY DETAIL
N.T.S.
PROPOSED WORK LEGEND
POTHOLE ASPHALT
BORE PIT DIRT / ASPHALT
DETAIL INFO
PROP. POWER CONDUIT
BP
PHPH
BP
SYMBOL/LINETYPE DESCRIPTIONABBRV.
/
PROP. POWER SUPPLY
KEY NOTE?
?
D1
(WHICHEVER APPLY)
PROP. COMMUNICATION CONDUIT
CONC. SIDEWALK REPLACEMENT
PS
Charter
CONSTRUCTION NOTES:
1.CONTRACTOR NEEDS TO COMPLY WITH ALL APPLICABLE/REQUIRED INSPECTIONS
PER LOCAL GUIDELINES.
2. CONTRACTOR SHALL BE AWARE OF PEDESTRIAN AND VEHICLE ACCESS.
CONTRACTOR SHALL NOT BLOCK WALKWAYS,DRIVEWAYS AND/OR OTHER FORMS
OF ACCESS. CONTRACTOR SHALL REACH OUT TO ENGINEER IF REVISIONS TO
DESIGN HEREON ARE REQUIRED.
3. RESTORE DISTURBED LANDSCAPING AND/OR IRRIGATION.
4. ALL EXISTING STRUCTURES TO BE PROTECTED IN PLACE.
5. ANY SIDEWALK DISTURBANCE SHALL BE REPLACE FROM
SCORE LINE TO SCORE LINE TO MEET CITY STANDARD.
6. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL SET UP
TEMPORARY TRAFFIC CONTROL PER THE MOST CURRENT
CA MUTCD OR WATCH MANUAL (LATEST EDITION), PER
CITY PREFERENCE.
CITY OF TEMECULA
BATT STRING #2
2"BATT STRING #1
26"
FRONT
BATT STRING #3
SIDE
CABINET SPECIFICATIONS
MANUFACTURER:
MODEL:
HEIGHT:
WIDTH:
DEPTH:
WEIGHT (EMPTY):
ALPHA
PN-4
52"
26"
24"
180 LBS.
WEIGHT (W/ BATTERIES): 1,920 LBS.
MATERIAL:
BATTERY CONFIGURATION:
CABINET #1: (4) BATTERY STRINGS
ALUMINUM
(N) PRECAST CONC. PAD
(SEE DETAIL HEREON)KNOCKOUT,
TYP.
30"26"
TOP
1 EQUIPMENT CABINET DETAIL
N.T.S.
6"
BA
T
T
S
T
R
I
N
G
#
4
52
"
24
"
5'-4"
(3) #4 X 4'-10" BARS
EQUALLY SPACED
EQUIPMENT CABINET
6" MIN. THICK
CONCRETE PAD
3/8"Ø GALVANIZED THREAD ROD
W/ HILTI HIT-HY 200 ADHESIVE
EMBED = 4"
SPECIAL INSPECTION PER (ESR-3187)
(4) EA UNIT
OUTLINE OF
CABINET, TYP.
CABINET ANCHOR
POINTS, TYP.
NUT & INSULATING WASHER
6" MIN. THICK CONCRETE PAD
CABINET GROUND #2
STRANDED IN 1/2" PVC TIED
INTO (N) GROUND RING
PLACE CONCRETE PAD MINIMUM 2"
FROM NEARBY CONCRETE PAD(S)
2
(4) #4 X 2'-6" BARS
EQUALLY SPACED
CONCRETE PAD & ANCHORAGE DETAIL
N.T.S.
A
A
SECTION A-A
3"
CLR
3'
-
0
"
3"
CL
R
4"
EM
B
E
D
.
4"
MI
N
.
1
2
LIGHTNING PROTECTION (OPTIONAL)
1/2"x8" COPPER GROUND ROD, FOUR PLACES, DRIVEN
ABOUT 2 FEET (TYP.) FROM THE CORNERS OF THE PAD.
#2 BARE COPPER WIRE LOOP TERMINATED TO EACH
GROUND ROD AND BURIED BELOW GRADE 18 INCHES.
CORROSION-PROOF CONNECTIONS (25+ YEAR LIFE-SPAN)
AND HARDWARE SUITABLE FOR DIRECT BURIAL MUST BE
USED.
3
4
#2 BARE COPPER WIRE FROM LOOP TO THE ENCLOSURE.
WHEN THE ELECTRICAL SUPPLY IS A PRIMARY SERVICE (NOT
A SECONDARY OR FEEDER SERVICE) A #2 BARE COPPER
WIRE MUST BE BOND THE LIGHTNING PROTECTION LOOP
TO THE GROUNDING ELECTRODE CONDUCTOR WHERE
THEY ARE CLOSEST.
SERVICE GROUNDING (REQUIRED)
5
CONNECTION MADE WITH
BUMDY CONNECTOR
P/N YGHR58C2W
3
ENCLOSURE FOOTPRINT
#6 BARE COPPER WIRE FROM SERVICE
NEUTRAL/GROUND BAR WITH 2 GROUND
RODS LOCATED 6" APART.
NOTE:
GROUND TEXT SHALL
MEASURE LESS THAN 25 OHMS.
IF EXCEEDED, CONTRACTOR
TO INSTALL ADDITIONAL
GROUND RODS AS REQUIRED.
#6 AWG
4
5
TWO 8' GROUND
RODS PLACED A
MIN. OF 6' APART
1
3 GROUNDING DETAIL
N.T.S.
#2 AWG
2
2'-0
"
MIN
4.91"
22.01"EQUIPMENT SPECIFICATIONS (1 UNIT)
MFG:
MODEL:
HEIGHT:
WIDTH:
LENGTH:
13.02"
ALPHA
210 FTX BATTERY UNIT
WEIGHT:
ALPHA
210 FTX
13.02 IN
4.91 IN
22.01 IN
145 LBS
7 BATTERY SPECIFICATIONS
N.T.S.
38"26.75"
18"
24"36"
18"
PEDESTAL DETAIL
N.T.S.
FEATURES:
1.SELF-LOCK LOCKING SYSTEM
2.500 SERIES HEAT DISSIPATION COVER
(HDC)
3.360° ACCESS TO WORKING EQUIPMENT
4.SPECIAL SUB-SURFACE BRACKETRY
DESIGNED BRACKETRY AND SECURING
SPLICE ENCLOSURE
5.WINTERIZED DROP HOLE
PEDESTAL HOUSING COVER
BRACKET
STANDARD SELF-LOCK WITH HASP
ABOVE GROUND ( GREEN COVER COLOR)
UNDERGROUND
CHANNEL
C
O
M
M
E
R
C
I
A
L
C
O
R
P
O
R
A
T
I
O
N
CHANNEL COMMERCIAL CORPORATION
9 N.T.S.
PEDESTAL DETAIL
PERMIT NO. - LD22-7008
W
W
W
R/W
R/W
R/W
R/W
CL
CLCL
CL
CL
CL
C L
D/W
7+00
6+00
5+00
0+00
CL
CL
CL
CL
CL
CL
HHP
TV
661'
657'
654'
D1
2
D1
3
D1
7
3D1
8
D1
6
5
SEE DETAIL "A"
D1
1
1
2
3
7'
1'
1'
34
'
4
R/W
R/W
R/W
R/W
R/W
R/W
C&G
C&G C&G
C&G
D/W
6' CSW
5' DIRT
7
8
'
3
9
'
3
9
'
2
8
'
2
8
'
1
1
'
1
1
'
6' CSW
6' CSW
78
'
39
'
39
'
28
'
11
'
28
'
11
'
6' CSW
DIRT
DIRT
S
S
DIRTGRASS
W
W
CROSS GUTTER
SS
D1
8
D1
6
D1
9
8'
43471 43517
43500
PL
PL
A1
PS
D1
5
HH
C&G
R/W
6' CSW
5' DIRT
W
TV
PPS
REV#DATE DESCRIPTION INT
0
SCALE: 1"=30'
30'60'
SIDEWALKRAILROAD
T TREE
R/R S/W
FOC
R/W
EDGE OF PAVEMENT
CURB FACE
UNDERGROUND
CENTER LINE
CONCRETE
RIGHT OF WAY
FRONT OF CURB
EXISTING
FROM CURB FACE
CL
EOP
CF
U/G
CONC
EX
FCF
EOP
C/L
R/W
FOC
SYMBOL/LINETYPE DESCRIPTIONABBRV.
TRAFFIC SIGNAL
HAND HOLE
FIRE HYDRANT
STREET LIGHT
MANHOLE
VALVE
PEDESTAL
UTILITY POLE
SYMBOL/LINETYPE DESCRIPTIONABBRV.
HH
F/H
MH
VLV
PED
SL
TS W
G
SS
SLC
SD
E
T
ELECTRIC
TELEPHONE
GAS
STORM DRAIN
SANITARY SEWER
WATER
OIL / PETROLEUMOIL
STREET LIGHT CONDUIT
SYMBOL/LINETYPE DESCRIPTION DESCRIPTIONABBRV.
C&G CURB & GUTTERC&G
VENT
METERM
DRIVEWAYD/W
CURB FACE
GUTTER LIP
POLE
MTR
SIDEWALK DRAIN
POLE ANCHOR
FIBER OPTICFO
CATVTV
EXISTING STRUCTURES MISC.
LE
G
E
N
D
ADA RAMP
BACKFLOW
CONC.SIDEWALKCSW
P PARKING METER
STREET SIGN
BEHIND CURB FACEBCF
VERTICAL GROUND RODVGR
OVERHEADO/H
SITE PLAN
PROPOSED WORK LEGEND
POTHOLE ASPHALT
BORE PIT DIRT / ASPHALT
DETAIL INFO
PROP. POWER CONDUIT
BP
PHPH
BP
SYMBOL/LINETYPE DESCRIPTIONABBRV.
/
PROP. POWER SUPPLY
KEY NOTE?
?
D1
(WHICHEVER APPLY)
PROP. COMMUNICATION CONDUIT
CONC. SIDEWALK REPLACEMENT
PS
Charter
CONSTRUCTION NOTES:
1.CONTRACTOR NEEDS TO COMPLY WITH ALL APPLICABLE/REQUIRED INSPECTIONS
PER LOCAL GUIDELINES.
2. CONTRACTOR SHALL BE AWARE OF PEDESTRIAN AND VEHICLE ACCESS.
CONTRACTOR SHALL NOT BLOCK WALKWAYS,DRIVEWAYS AND/OR OTHER FORMS
OF ACCESS. CONTRACTOR SHALL REACH OUT TO ENGINEER IF REVISIONS TO
DESIGN HEREON ARE REQUIRED.
3. RESTORE DISTURBED LANDSCAPING AND/OR IRRIGATION.
4. ALL EXISTING STRUCTURES TO BE PROTECTED IN PLACE.
5. ANY SIDEWALK DISTURBANCE SHALL BE REPLACE FROM
SCORE LINE TO SCORE LINE TO MEET CITY STANDARD.
6. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL SET UP
TEMPORARY TRAFFIC CONTROL PER THE MOST CURRENT
CA MUTCD OR WATCH MANUAL (LATEST EDITION), PER
CITY PREFERENCE.
NOTES:
1. ALL EXISTING STRUCTURES
TO BE PROTECTED IN PLACE.
2. RESTORE LANDSCAPING &
IRRIGATION IN KIND.
KEY NOTES:
1
2
3
4
DETAIL "A"
N.T.S
PROP. NEW PEDESTAL
PROP. POWER SUPPLY
EX. CHARTER HANDHOLE
EX. CHARTER CONDUIT TO REMAIN
EXISTING CATV
CONDUIT TO REMAIN.
5
(2) NEW ALPHA PN-4 POWER NODE SYSTEM ENCLOSURES
WITH (18) NEW 12V ALPHA 210FTX BATTERIES MOUNTED
TO NEW PRECAST CONCRETE PAD AT GRADE
STA 6+54 - 7' BCF
PLACE 24"x36" CHARTER PED
IN DIRT. STA 6+57 - 7' BCF
NEW RIGID U/G CONDUIT FROM NEW CABINET(2)
TO EX. MAIN CABINET- 8' BCF
TIE-IN TO EXIST. CHARTER HANDHOLE
IN DIRT. STA 6+61 - 7' BCF
(SEE PEDESTAL DETAIL IN SHEET 2)
SITE PHOTO LOCATION MAP
CITY OF TEMECULA
SITE LOCATION
SCOPE OF WORK
THIS PROJECT MODIFICATION OF EXISTING CONSISTS OF:
·INSTALLATION OF (1) NEW ALPHA PN-4 POWER NODE SYSTEM ENCLOSURE
·INSTALLATION OF (12) NEW 12V ALPHA 210FTX BATTERIES
·INSTALLATION OF (1) NEW PRECAST CONCRETE PAD
·REMOVAL & REPLACEMENT OF EX. POWER SUPPLY
·ALL ASSOCIATED ELECTRIC WIRES AND CONDUITS TO CONNECT
POWERNODE CABINET TO EX. ALPHA CABINET
1B
PERMIT NO. - LD22-7008
CABINET
FRONT
SIDE
CABINET
FRONT
SIDE
1'
5'
1'
REV#DATE DESCRIPTION INT
FOR DETAIL REFERENCES
SEE SHEET 2.
N.T.S.
PROPOSED WORK LEGEND
POTHOLE ASPHALT
BORE PIT DIRT / ASPHALT
DETAIL INFO
PROP. POWER CONDUIT
BP
PHPH
BP
SYMBOL/LINETYPE DESCRIPTIONABBRV.
/
PROP. POWER SUPPLY
KEY NOTE?
?
D1
(WHICHEVER APPLY)
PROP. COMMUNICATION CONDUIT
CONC. SIDEWALK REPLACEMENT
PS
Charter
CONSTRUCTION NOTES:
1.CONTRACTOR NEEDS TO COMPLY WITH ALL APPLICABLE/REQUIRED INSPECTIONS
PER LOCAL GUIDELINES.
2. CONTRACTOR SHALL BE AWARE OF PEDESTRIAN AND VEHICLE ACCESS.
CONTRACTOR SHALL NOT BLOCK WALKWAYS,DRIVEWAYS AND/OR OTHER FORMS
OF ACCESS. CONTRACTOR SHALL REACH OUT TO ENGINEER IF REVISIONS TO
DESIGN HEREON ARE REQUIRED.
3. RESTORE DISTURBED LANDSCAPING AND/OR IRRIGATION.
4. ALL EXISTING STRUCTURES TO BE PROTECTED IN PLACE.
5. ANY SIDEWALK DISTURBANCE SHALL BE REPLACE FROM
SCORE LINE TO SCORE LINE TO MEET CITY STANDARD.
6. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL SET UP
TEMPORARY TRAFFIC CONTROL PER THE MOST CURRENT
CA MUTCD OR WATCH MANUAL (LATEST EDITION), PER
CITY PREFERENCE.
CONDUIT ROUTING NOTES:
1.GC TO ROUTE NEW 1-1/2" RIGID UNDERGROUND CONDUIT FROM
NEW CABINET TO EX. MAIN CABINET FOR (N) BATTERY & INTERFACE
ASSOCIATED CABLING. SEE TRENCHING DETAIL ON SHEET 2.
SIDEWALKRAILROAD
T TREE
R/R S/W
FOC
R/W
EDGE OF PAVEMENT
CURB FACE
UNDERGROUND
CENTER LINE
CONCRETE
RIGHT OF WAY
FRONT OF CURB
EXISTING
FROM CURB FACE
CL
EOP
CF
U/G
CONC
EX
FCF
EOP
C/L
R/W
FOC
SYMBOL/LINETYPE DESCRIPTIONABBRV.
TRAFFIC SIGNAL
HAND HOLE
FIRE HYDRANT
STREET LIGHT
MANHOLE
VALVE
PEDESTAL
UTILITY POLE
SYMBOL/LINETYPE DESCRIPTIONABBRV.
HH
F/H
MH
VLV
PED
SL
TS W
G
SS
SLC
SD
E
T
ELECTRIC
TELEPHONE
GAS
STORM DRAIN
SANITARY SEWER
WATER
OIL / PETROLEUMOIL
STREET LIGHT CONDUIT
SYMBOL/LINETYPE DESCRIPTION DESCRIPTIONABBRV.
C&G CURB & GUTTERC&G
VENT
METERM
DRIVEWAYD/W
CURB FACE
GUTTER LIP
POLE
MTR
SIDEWALK DRAIN
POLE ANCHOR
FIBER OPTICFO
CATVTV
EXISTING STRUCTURES MISC.
LE
G
E
N
D
ADA RAMP
BACKFLOW
CONC.SIDEWALKCSW
P PARKING METER
STREET SIGN
BEHIND CURB FACEBCF
VERTICAL GROUND RODVGR
OVERHEADO/H
ELEVATIONS ( )A1
EXISTING ELEVATION PROPOSED ELEVATION
D1
5
GRADE
D1
1
D1
2
EX.CHARTER HANDHOLE
PLACE NEW PEDESTAL 24"X36"
STA. 6+55 - 7' BCF
(2) NEW ALPHA PN-4 POWER NODE SYSTEM
ENCLOSURE WITH (18) NEW 12V ALPHA
210FTX BATTERIES MOUNT TO NEW
PRECAST CONCRETE PAD AT GRADE
IN DIRT. STA. 6+51 - 7' BCF
D1
3
D1
7
GRADE
RIDGE PARK DR
EX. STREET LIGHT
(BEHIND)
(BEHIND)
EX. CHARTER HANDHOLE
TIE-IN POINT FIBER ENCHOSURE FOR NEW NODE
STA. 6+61 - 7' BCF
EX.TREE
(BEHIND)
EX. STREET LIGHT
EX.TREE
(BEHIND)
D1
9
RIDGE PARK DR
EX.CHARTER HANDHOLE
CITY OF TEMECULA
PERMIT NO. - LD22-7008
1/4/2023
1/4/2023
1/4/2023
1/4/2023