HomeMy WebLinkAboutN2018-0013City of Newport Beach
c fig' 100 Civic Center Drive, Newport Beach, CA 92660
Permit Counter Phone (949)644-3311
_ Online Inspection Request - www.newportbeachca.gov / Online
r"r'4rRetA Services
Job Address : 226 RUBY AVE NB
Description : Final inspection of right-of-way. All work per City Standards.
Parcel#: 0500-920-1 -
Legal Desc : BALBOA ISLAND SEC 3 BLK 10 LOT 23
Owner: MANAGEMENT VI PROPERTIES
Phone: 0
Address : PO BOX 5836
NEWPORT BEACH, CA
Applicant: VALLEY MASONRY
Phone: 714-488-6393 [
Address : 264 N SCHAFFER ST
ORANGE, CA 92866
Special Cond.: Pre -job inspection required.
IIYI�N 20 1lulI00 1IIIII
0 0111110
Permit No: N2018-001
Project No : ,
Inspection Requests Phone (949)644-3255 ' '
Thomas:Guide: 919C1
Contractor: VALLEY MASONRY
Phone: 714-488-6393
Address : 264 NORTH SHAFFER
ORANGE CA 92866
Contractor State Lic: 390882
License Expire : 01 31, 2019
Business License:
BT30063500
Business Expire :
09 30, 2018
Workers' Compensation
Insurance --
Carrier:
EMPLOYERS COMP
Policy No:
EIG157791603
W. C. Expire:
10 01, 2018
Permit Processing Fee :
$241.00
Sewer Connection: $0.00
Total Fee :
$736.00
Agreement Fee:
$0.00
4TT Box Cover: $0.00
Paid :
$736.00
Traffic control Plan Check :
$0.00
Total Water Meters : $0.00
Balance :
$0.00
Inspection Fee :
$495.00
Water Meter Connection : $0.00
Receipt No:
Refundable Deposit:
$0.00
Total Water Meter Box : $0.00
Street Tree Fee :
$0.00
Adjustment: $0.00
Processed By:
Date : _/ /
Other Department :
Date
Utilities Approval :
Date: _/ /
Permit Denied
Date
Traffic Approval :
Date: _/ /
Issued Permit :
Date : _ / / t 19
General Services Approval : Date : _/ /
2.
3,
4.
5.
8
9
TERMS AND CONDITIONS OF. ENCROACHMENT PERMIT
Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor. A licensed
contractor must provide a "Letter of Authorization' to allow another party to pull a permit. An approved copy of the.
permit and construction plan shall be kept at the job site at all times. Work, which has been done prior to issuanceat
a permit, is subject to rejection/fine. City reserves the right to void permit if work does not commence within 30 days
after date of issuance.
The Permittee agrees to defend, indemnify and hold the City, its authorized agent, officers, representatives and
employees harmless from any responsibility, liability, suit or action of any description arising out of any accident, loss
or damage to persons or property occurring as a result of work undertaken under this permit.
All work shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings
of the City of Newport Beach, and in compliance with all applicable Slate laws and City ordinances.
Permitee guarantees all work performed under this permit to be free of hidden and latent defects. Any failures shall
be corrected within two weeks after notification to the satisfaction of the Public Works Director.
A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the
Public Works Director. A valid State Contractor License Class A can perform any work in the public right-of-way. For
construction or connection to water lines a valid State Contractor License ClassC-34 is required. For construction or
connection to sewer lines a valid State Contractor License Class C-42 is required.
All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L,
in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public
Works Dept. Contractors shall obtain permits to perform excavation or trench work from the California Division of
Industrial Safety prior to commencing underground construction as required by State law. Walls and faces of all
excavations over 5 feet in depth shall be protected by a. shoring system, sloping of the ground, or other equivalent
means. Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected.
The Public Works Department Inspectors must inspect all work in the Public right-of-way. Forms and subgrade must
be inspected and approved before concrete is ordered/poured. Sewer, pipelines, and subgrade construction must be
inspected and approved before backfilling, or applicant may be required to excavate site. Separate Utilities
Department or General Services Department inspections may be required depending on scope of work performed.
All trench restoration must be inspected by the Public Works Department. No utility installation(s) shall be allowed
over or within 5 feet of any City utilities, unless approved by the Public Works Department. Locale and pothole
existing City -owned utilities tie: water, sewer, or street lighting conduits) to verity locations. Maintain a one -foot
clearance over or under existing City -owned utilities. Sewer cleanouts require VCP or PVC SDR35 be used with a
4TT box over the riser.
Property lighted barricades must be provided and maintained around all trenches, excavations and obstructions. All
signs, Flags, lights and other warning and safety devices shall conform to the requirements of the current "Manual of
Warning Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways', issued by the
California Department of Transportation. If needed, barricades can be obtained from the City at a charge of $10.00
per barricade per day, with a minimum charge of 535.00. It is the responsibility of the applicant to place barricades to
protect the general public. Access to fire hydrants must be maintained at all times.
Work within or near beach sensitive areas will not be allowed during, City holidays, spring break, Memorial Day
weekend, summer between June 15 and September 15, and during the holiday season from December 19 to
January 1, unless approved by the Public Works Department.
Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to
acquire a Temporary Street Closure Permit from the Public Works Department. Access for fire, police and
emergency vehicles must be maintained at all times. Traffic Control must be per Work Area Traffic Control
Handbook (WATCH). No nighttime traffic lane closures, unless prior approval has been granted. Any lariats) closure
on a major street will only be allowed between 9:00 a.m.. and3:00 p.m. (Monday thru Friday), unless approved by
the Public Works Department. Any work affecting the State Highway's traffic or within the State Highway right-of-way
will require a Caltrans Permit. All vehicles shall be lawfully parked.
This permit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of
materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure.
Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant
must notify all affected residents 24 hours in advance of restricted access and any inconveniences.
Refuse or unused materials shall be removed within 24 hours after completion of the work. If not removed, the City
may remove and bill the applicant. Coordinate alley closures with City's refuse pick-up daysby calling 949-644-3066
for the collection schedule so service is not interrupted. To place a dumpster or materials in the public right-of-way, a
Temporary Street Closure Permit must be obtained from the Public Works Department.
WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) -
I certify that I have a Certificate of consent to self-i re, Certificate of Worker's
Compensation Insurance, or a Certified Copy there f.
Date: /'— /_ Signature: -
CERTIFICATE OF EXEMPTION (Section 3800 Labor Code)
certify that in the performance of the work under this permit, I shall not employ
any person so as to become subject to California Worker's Compensation Laws. If,
after signing this certificate I become subject to the Worker's Compensation
provisions of the State Labor Code, I must comply with the provisions of Section
3700 or this permit shall be deemed revoked.
Date: Signature:
CONTRACTOR LICENSE EXEMPTION
As the Owner of the benefiting property, I certify I am personally performing all
work in the Public Right -of -Way.
Date: Signature:
HOLD HARMLESS STATEMENT
I understand that I am locating minor encroachments within the City Right-of-
Way/Easement. As property owner it is my responsibility to maintain the
encroachments. I will be responsible for replacing the improvements if the City
removes them for maintenance of utilities or other public need. I shall indemnify
and hold the City harmless for any liability associated with the minor
encroachments.
Date: Signature:
24-hour notice for Encroachment Permit Inspection is required by calling
Public Works at 949-644-3311.
15. Any above ground utility facilities will require documented approval from the adjacent
affected property owner(s).
16. Homeowner, contractors, and subcontmcoirs may each be liable for violations of Water
Quality Laws. Best Management Practices will be enforced. It is against the law to
discharge construction debris into the gutter and storm drain. Felony violations of Water
Quality Laws are punishable by fines up to $25,000 and/or up to three years in State
prison plus the full cost to clean up an illegal discharge or spill.
17. If a refundable deposit was paid, applicant must submit a Soils Compaction
Certificate or Evidence of a Slurried Backfill and request a final inspection from the
Public Works Department. Monies may be held for six months after final inspection
before a refund will be processed,
18. No trees in the public right-of-way shall be planted, removed, trimmed, or relocated
without approval from the General Services Department,
19. All work in the public right-of-way must meet the approval of the Public Works
Department or corrections will be required (i.e. removals, exposing connections,
etc.). Additional inspection fees may be required.
20. Permit is for standard materials in the public right-of-way only, unless previously
approved by Public Works and an Encroachment Agreement has been processed.
21. Permit is valid for "description' of work noted on front only. Additional work
performed may require issuance of a separate permit and/or additional fees.
s,3
SIVMv
., a n.sr�t'*i�ryi`S•�1.k.��e R 4'i5�t ""
All Fees Are Non -Refundable Unless Otherwise Stated
PROJECT ADDRESS:
PERMIT
N2018- 0013
224o R 6,1 'Ave
NUMBER:
APPLICANT:
Uott�y Mosonr�/
Permit Processing Fee:
Q
Inspection Fee:
Q
Public Works Only
$241.00 I
I Public Works Field Inspection
$165.00 3
Other Department
$275.00
Utilities Field Inspection
$121.00
General Services Inspection
$165.00
Agreement Fee:
Water Quality/Artificial Turf Inspection
$108.00
Preparation of Report/Agreement
$817.00fE
Document Recordation Fee
$192.00
Refundable Deposit:
TBD
Monitoring Wells
$502.00
Improvements
TBD
Street/Alley/Walk Closure:
$65.000
Newspaper Rack Inspection
$108.00 0
Traffic Control Plan Check
8-1/2" x 11"
$65.00 Sewer Connection Fee
$250.00
24" x 36"
$143.00
4TT Box & Cover
$64.00
Additional—
__ ____ _ ___
THE FOLLOING ITEMS REQUIRE APPROVAL FROM THE Revenue Division
REVENUE DIVISION PRIOR TO PAYMENT OF FEES JApprovat
Qty.
Q
Water Meter:
Installation Charge
$52800=
3/4" Meter
$50.25
1"Meter
$121,50
Water Meter Boxes
1 1/2".Meter
$285.00 a
1" DFW Meter Box
$96.66
1 1/2"Turbine Meter
$700.00
2" DFW Meter Box
$203.24
2" Meter
$425.00
2" Turbine Meter
$845.00
3" Meter
$3,310.00
4" Meter
$4,730.00 ;
6" Meter
$7,190.00
Certificate of Compliance Fee (+100% of hrly over 3 hrs)
$288.00
5200-5029
Development Services Fee (Plan check hourly)
$155.00
5200-5015
Final Tract Map Checking Fee
$2,488.00
5200-5026
Final Parcel Map Checking Fee - Moderate
$2,488.00
5200-5027
Lot Line Adjustment Fee
$1,079.00
5200-5028
Park Dedication Fee Zone _
TBD
405-470_
Street Easement/VacationFee (+100%ofhrlyover 4hrs)
$1,022.00
5200-5031
Street Tree Fee ($700 Planting Fee)
-----------------------------------------------------------------
TBDI
030-2284
Engineering Tech:
Total Amount Due:
For Finance Use only
Permit Specialist
Receipt No.
,ROa
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Rev. 12/18/2017
epfeesheetxls-revised 11/8117
PROJECT ADDRESSr
DETAILED DESCRIPTION OF PROPOSED WORK.,
C S w
APPLICANT: ? r L-U , ' S
Phon • / Irg, 9 iv3 9
Email Address:
Mailing Address:
S/`
City/State/Zip:
N.L. 1 r.a 2&'& f
OWNER: U I"NC 2 u4: Phone: i �r 7� ZS i0
Email Address:
Mailing Address: a City/State/Zip:
SRI?" ".��17ar=!tl�EYt1 I IQflaP�►.
CONTRACTOR: VA&V CCA4
r
Office Phone:
Company (if different):
Jobsite Phone:
Other Phone:
Email Address: AQ ae k6p k6p s-A C 9ob/t/a f) r
Mailing Address: C -
1-7 S4rA'7L �. J
City/State/Zip:
State License Number& Class:
e,? C -elf Expires: H/-/
City Business License Number:
Expires:
WORKERS COMPENSATION INSURANCE -Certificate of Insurance (Section 3800 Labor Code)
Company: Policy No: Expires:
//cab[ej
tdEPUNDABLEDEP4SSjT)NFQRi.I.....CN.I...
Reiund 4'a .able 7tr. ..
a(Refund'To ..'
�s "s £77
Special Conditions of Permit: 'Ater-iob irsfez4c�A r �,
gDpITIONAL APPROUAL,REQI!)RED FROM 7HE FOLLOWIIJG015
Utilities:
General Services:
Traffic: Fire: 0
Other:
Engineering Technician:
RDJt
Public Works Specialist:
+Raai
Date:
Permit No.
I NZOl$- Qo19
F.N emtptrvshared/encmachtmestefWapwoMshaet.xl
Public Works Department 949-644-3311
City of Newport Beach Public Works Dept.
PUBLIC WORKS PRE -JOB CHECKLIST
Public Works Inspector: JULIO VELASCO
Date: l/ l V 1 L sLr
Permit: N2018-0i71;3 Address: 2, Z(e P-A(5 77 a,a
Mobile: 714-315-4860 Email: iavelasco0newoortbeachca.aov
STANDARD DRAWING (STD) / ITEM REVIEWED
Rev ad ](Y
Mark -out remove and replace (R&R) limts: These areas can include but are not limited to: Sidewalk (SMV), curb and gutter (C&G), driveway
(DAM approach, AC street, PCC alley, and walkways. '1'' L u. RYA 1_ •1
STD 105-L-A - Underground Consituction Requirements Notes
STD 105-L-B - Trench Resurfacing - Types of Pavement Restoration
STD 105-L-C - Roadway Utility Trench Detail
STD 105-L-D - Parkway Utility Trench Detail
STD 105-L-E - Roadway Utility Pothole and Bore Detail
STD 105-L-F - Moritorium Roadway Trench Detail
STD 105-L-E - Monitoring Well Capping Detail
STD 140-L - Typical Alley Section: -
STD 160-L-A - Commerical Driveway Approach Type I:
STD 162-L- Residential Driveway Approach Type I: Typical DAN Approach
STD 164-L- Residential Driveway Approach Type III: - Rolled Curb
STD 180-L- Sidewalk Details: -
v
1
STD 181-L-A -Curb Access Ramp Details L Case "A" to "G"
STD 181-L-B -Curb Access Ramp Details II: Case " W to "J"
STD 181-L-C -Curb Access Ramp Notes: -
STD 181-L-D -Curb Access Ramp Detectable Warning Surface: Wausau Tile Inc of Wisonsin ADA-2 (U3008) Color A-90.
STD 182-L - Standard Curb Sections Types A & B: -
STD 184-L - Curb Drains: -
Tree Planting Detail
Parkway Tree Designation List
Email Arborist, Kevin Pekar 949-644-3197 kpekar@newportbeachca.gov, a photo of your tree (must be actual tree to be planted), before
job -site delivery, for his review.
COPIES OF STDs PROVIDED? - p
Y
NOTES:
All City stardard drawings can be found in the link below: http://w .newportbeachca.govigovemment/departments/public-
works/resources/standard-drawings/view-al I-standards#Public_Works_Department
QZ�
W
m
a
Z GUTTER
REMOVE AND REPLACE CURB LINE
—� IF 5 OR LESS TfIP
EXISTNG JOINT
CRACK, OR BREAK PLAN
CURB OPENING
FOR 8"CF. 4'
APPROACH BOTTOM (W)
4' VARIES
FOR 6 C.F. 3'
3 �R
SEE NOTE 4
X
X TOP F CURB
U
GUTTER
ELEVATION
2" OR MATCH
EXIST SIDEWALK R
VARIES VARIABLE
SIDEWALK
4' MIN.
AC UTTER 3/8"
MIN I M/IAX.
%MAX.
10%
1' WIDE BY i' DEEP ••o ti/wfirw S
L 6" THICK
AC PATCH BACK
P.C.C.
EXIST. AC
SECTION A -A
NOTES.
* 4" NTH ENGINEER'S
1. WHEN REMOVING EXISTING SIDEWALK, CURB AND GUTTER, SAWCUT AND REMOVE TO NEAREST
APPROVAL FOR
NON-STANDARD
EXISTING JOINT WITHIN 5 FEET BEYOND OPENING.
2SLOPED 'X" AREAS AND SLOPE DRIVEWAYS SHALL HAVE A COARSE BROOM FINISH.
PAVERS
3 CONCRETE SHALL BE 560-C-3250.
4. "W" SHALL BE MINIMUM OF 10' AND A MAXIMUM OF 20, EXCEPT IN CASE OF THREE
CAR GARAGE WHERE "W" MAY EQUAL 25' OR 32' FOR A 4 CAR GARAGE.
CITY OF NEWPORT BEACH
APPROVED:
PUBLIC WORKS DEPARTMENT
RCE NO. 36106
LTC WORKS DIRECTOR
RESIDENTIAL DRIVEWAYDrawn:
M.Waper
Scale N.T.S.
APPROACH TYPE I
Date: San. 2004
FwSsx T wvs��c D STM
DRAWING NO.
STD_ 162—L
NOTES
1. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMODATE RAMP
AND 4 '-2 "PLATFORM (LANDING) AS IN CASE A, THE SIDWALK MAY BE DEPRESSED
LONGITUDINALLY OR MAYBE WIDENED AS IN CASE D.
2. IF SIDEWALK IS LESS THAN 6' WIDE, TILE FULL WIDTH OF THE SIDEWALK
SHALL BE DEPRESSED AS SHOWN IN CASE C.
3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST
BE SIMILAR TO THAT SHOWN IN DETAIL B TO ACCOJVIMODATE WHEELCHAIRS.
4. NOT USED
5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE
MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2 ".
6. TRANSITIONS FROMRAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSHAND
FREE OFA13RUPT CHANGES.
7. SIDEWALK AND RAMP THICKNESS, "T" SHALL BE 4" MINIMUM.
8. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN
THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE
BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION.
9. COUNTERSLOPES OF ADJOINING GUTTERS AND ROAD SURFACES D,4MEDIATELY ADJACENT
TO AND WITHIN24" OF THE CURB RAMP SHALL NOT BE STEEPER THAN I V 20H (5.051o).
GUTTER PAN SLOPE SHALL NOT EXCEED I" OF DEPTH FOR EACH2'#' OF WIDTH.
10, RA
AS
01
PAVERS.
11. DETECTABLE WARNING SURFACES SHALL EXTEND 36 INCHES MINIMUM IN THE DIRECTION
OF TRAVEL AND THE FULL WIDTH OF THE CURB RAMP. A 4'-0" WIDE DETECTABLE WARNING
mac"
uvjnadffllw I�►► �1: 1 _ ur
APP.
CURB ACCESS RAMP
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
s MDAa DUM, NO.
1€31-`
G
SHEET 2 &3
c
m
O
-n
x
z
r�T
z
(�
O
N
ro
m
W
D
2
ono
D
o
Oro
ro
IM
V)
�
N
7.5%
Max.
of
A or
CASE "A"
tll UfO
A
CASE "D"
Top of ramp 4'-2" Min.
SEE NOTE 9 -- Rounded
n- ----
7.5% Ma . T
3.5%Max.
SEMON A -A
TopRounded 4'-2 Min' Retaining curb
of ramp if Retaining
SEE NOTE — -----
Max. 1.5 % Mu. I T
SECTION B-B
Depress entire sidewalk as required
Retaining curb
SEE NOTE9 1.----5% Max.` --- If necessary
rl--- }
—L-1T
SECTION C-C
NOTE: PLEASE SEE STD-161-L-C FOR ALL NOTES.
Retaining curb if
necessary at edge
I.5%Max
of sidewalk
0
film
7.5%
�
Max.
- 6c
CASE "C"
Use when sidewalk Is less than 6 ft wide
W GF.
g
C.F.
LL
FULL HEIGHT
a o
edge of
u,
sidewalkFront
BCR
f
o
0" C.F.
CASE "B"
�0" Curb Facial
Access Ram
of
CASE "F"
CASE "E"
NOTES
1. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMODATE RAMP
AND 4 '-2 "PLATFORM (LANDING) AS IN CASE A, THE SIDWALK MAYBE DEPRESSED
LONGITUDINALLY OR MAY BE WIDENED AS IN CASE D.
2. IF SIDEWALK IS LESS THAN 6' WIDE, THE FULL WIDTH OF THE SIDEWALK
SHALL BE DEPRESSED AS SHOWNIN CASE C
3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST
BE SIMILAR TO THAT SHOWN IN DETAIL B TO ACCOMMODATE WHEELCHAIRS.
4. NOT USED
5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE
MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2 ".
6. TRANSITIONS FROMRAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSHAND
FREE OFABRUPT CHANGES.
Z SIDEWALK AND RAMP THICKNESS, "T" SHALL BE 4" MINIMUM.
8. UTILITYPULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITYFACILITIES WITHIN
THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE
BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION.
9. COUNTERSLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELYADJACENT
TO AND WITHIN 24" OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1 V.• 20H (5.0%).
GUTTER PAN SLOPE SHALL NOT EXCEED I" OF DEPTH FOR EACHT-0" OF WIDTH.
10. RASIED TRUNCATED DOMES SHALL BE DARK GREY IN COLOR AND SHALL BE ADA PAVERS.
AS MANUFACTURED BY WAUSAU TILE INC OF WISCONSIN ADA-2 COLnu A-nn
OR APPROVED EOUAL.
11. DETECTABLE WARNING SURFACES SHALL EXTEND 36INCHES MINIMUM IN THE DIRECTION
OF TRAVEL AND THE FULL WIDTH OF THE CURB RAMP. A 4'-0" WIDE DETECTABLE WARNING
MAYBE USED ON 4'-2" WIDE CURB RAMP.
mco ( APP.
BEACH DEPARTMENT
CURB ACCESS RAMP 181-/-
iTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHE 203
G
ucD
2.3" Min. to 2.4" Max.
Center to Center
spacing
TOP DIAMETER O O O
.20" —I BASE DIAMETER
.90"
O O O
RAISED TRUNCATED RAISED TRUNCATED
DOME DOME PATTERN
IN -LINE
CROSSWALK IF
PROVIDED
DETAIL A
TYPICAL TWO -RAMP
CORNER INSTALLATION
WHERE A FLARED
Y
a
SIDE OCCURS
LL
w
PROVIDE 2'-0"
Y o
a o
a
MIN. OF CURB
rn �
�a
u
:SIDEWALK QQ
v
K-
u LL
APP.
WHERE A FLARED I
SIDE OCCURS
PROVIDE 2'-0"
MIN. OF CURB CROSSWALK
IF PROVIDED
DETAIL B
TYPICAL ONE -RAMP
CORNER INSTALLATION
STANDARD DETAIL NO. I
CURB ACCESS RAMP 1181 _L Ill
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I SHEEP 3of3
WE
]O' OR
VARIES
2'
318' EXPANSION JOINT
MATERIAL (TYP)
3
.
h �
4i3
`v 3Q
O 'q
4�9
R=15' FOR LOCAL STREETS AND
5
25' FOR ARTERIAL STREETS
Q'1 EO
UNLESS OTHERWISE SPECIFIED
3K 10' FOR MAJOR, IO' FOR PRIMARY,
AND 8' FOR SECONDARY STREETS
UNLESS OTHERWISE SHOWN
'
CONCRETE SHALL BE 560-C-3250
CURB ACCESS RAMP SHALL
COMPLY WITH CURRENT
ADA REQUIREMENTS
CURB FACE
318' EXPANSIL
JOINT MATERIA
CURB RETURN AREA
R 10' TYPICAL
2' OR 1 4' MIN"
MATCH I SLOPE 27 MAX,
EXIST. LANDSCAPE PARKWAY WITH
(� STREET TREES REQUIRED
°" WHEN DISTANCE FRUM CURB
4MIN. P.CC TO PROPERTY LINE EXCEEDS
6 IN
TYPICAL SECTION AREAT CDNCRETEE NTIAL
SSIDEWALK
IN COMMERCIAL AREAS WITH
STREET TREES.
WFAIlFNFO PI ANF IOTNTC
1-114' SAVED, QUICK -JOINT OR EQUAL
8' 8' 8' 8' 8' 8' 8' 8'
PLANTING OR
CONCRETE WALK
WEAKENED PLANE JOINTS
& EXPANSION JOINTS
CITY OF NEWPORT BEACH APPROV
PUBLIC WORKS DEPARTMENT
SIDEWALK DETAIL
ACE NO. 36106
DIRECTOR
DRAWING NO.
STD- 180-L
1'
6' 24' .I-
1/2' R
1' WIDE BY 1' DEEP
3/8' LIP AC PATCH BACK
6' OR 8'
v
�
w
312 CURB FACE
BATTER.
o m
? a
1/2' R
0
u
a .
'... 1' R
. a
a
LEVEL
TYPE A P.C.C.
CURB AND GUTTER
(CURB FACE SHALL
BE 6' UNLESS OTHERWISE NOTED)
�1w
V WIDE BY I' DEEP
IC PATCH BACK
TYPE B P.C.C. CURB
(CURB FACE SHALL BE 6' UNLESS OTHERWISE NOTED)
NOTES:
1. GUTTER SURFACE WITHIN 4' OF FLOWLINE SHALL BE GIVEN A STEEL TROWEL.
(APPLIES TO TYPE A' CURB)
2, PREFORMED 3/8' THICK EXPANSION FILLER SHALL BE INSTALLED IN ALL
TYPES OF CURB AT THE B.C. AND E.C. OF RETURNS, AT INTERVALS OF 60'
BETWEEN RETURNS AND AT THE ENDS OF DRIVEWAYS. SIMILAR EXPANSION
JOINTS SHALL BE INSTALLED IN ALL GUTTERS ADJOINING CURB. WEAKENED
PLANE JOINTS SHALL BE FORMED AT INTERVALS OF 20' BETWEEN RETURNS.
(APPLIES TO TYPES 'A' 'B' AND 'C' CURBS),
3, CONCRETE SHALL BE 560-C-3250,
4, SMOOTH TROWL THE TOP 4-INCH OF THE BACK OF CURB.
CITY OF NEWPORT BEACH APPROVED:
PUBLIC WORKS DEPARTMENT
ACE NO. 36106 PnLIC WORKS DIRECTOR
STANDARD CURB SECTIONS Drawn: M.Gracia Scale: N.T.S.
Date: Nov. 1993 Fws sroo�ivuow sm�� STD,
TYPES "A" AND "B"
DRAWING NO. STD_ 182-L
IR
61, VARIABLE VARIABLE 2„
F.L. OF PIPE PARKWAY SIDEWALK
1/2" ABOVE GUTTER �A ryB
FLOW LINE
I— SEE DETAIL "A"
FOR TYPE OF
DRAIN PIPE
1— DRAINS WITH SLOPE GREATER THAN 10% MAY REQUIRE AN ENERGY REDUCER.
2— ALL DRAINS MUST BE INSTALLED 90' TO THE CURB FACE UNLESS APPROVED
BY THE CONSTRUCTION ENGINEER.
INSTALL POLYETHYLENE PLASTIC ELEVATION
JOINT MATERIAL "QUICK —JOINT"
OR EQUAL
1-1/2" MIN.
COVER
�1
SECTION A -A
RESIDENTIAL
?" MIN.
CO1_1VER MIN.
9" 1 6"
�7— INSTALL POLYETHYLENE
/ PLASTIC JOINT MATERIA
QUICK JOINT" OR EQU,
r 2" MIN.
SECTION A -A
COMMERCIAL
NOTE: IF CURB/GUTTER IS REMOVED JOIN TO THE NEAREST JOINT WITHIN TWO FEET.
g
r6" Topsoil or 4° concrete 6-1/4
4" MAX. OUTER
DIAMETER a
1
L� 3" Pert drain pipe class
SDR 35 SCH 40 PVC pipe 18°
Crushed Rock
3" P.V.C. (SCH. 40) Filter Cloth RECTANGULAR CAST IRON
PIPE OR EQUAL PIPE, ALHAMBRA FOUNDRY
Lap 6" '�12" - A-470 OR EQUAL
DETAIL A SECTION 1113-13" ALTERNATE
TO DETAIL A
DRAIN PIPE SECTIONS
* OUTSIDE HUB DIMENSIONS
CITY OF NEWPORT BEACH APPROVED:
PUBLIC WORKS DEPARTMENT
PRIVATE DRAINS
THROUGH CURB
RCE NO.36106 ~ ,.,.., ..
Date: June 2005/reyDate: June 2005/rey RO�P3USe"s'Puw haRICno P1\
STn DcUIIS� 03 SM DRAWING NO. STD- I84-L
a
AS
, « w2>
�� �
~
< :. ..
/\
1710/2018 City of Newport Beach Page 4 of 10
6:34:20AM INSP150 - Daily Inspection Request Report
Requested Inspection Date : 01/10/2018
Inspection Type: ENCROACH
Inspection Area: PW
Site Address : 226 RUBY AVE
A/P/D information:
Activity : N2018-0013
SubType:
Status : APPROVED
OWNER: MANAGEMENT VI PROP U4,3 r T7l v �4rAco�rcIPhone : 0
APPLICANT: VALLEY MASONRY j, r Gd Gr Phone : 714-488-6393
Description : Final inspection of right-of-way. All work per City Standards.
nspection(s)
Item: 1020t PRE JOB - PW
Requested Time: 1/1012 1 12:0O:OOAM Reques r: WEBUSER
Entered By: WEBUSER 714 488 6393 Q� 8
Comments: AM -
Assigned to : zzzzzzzzzzz*
Inspector:
Comments:
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Date: C �V) I 10
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PLAN VIEW
T.w. T'Dauts u.
a 'IAxmcAPEpvexewwpRax
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ELEVATION PRBvNvAE T EC
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SECTION E-E jwxwre.h. Acim AcuAa gulp IN 'FIREHYBRAHF
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2/12/2018 City of Newport Beach Page 10 of 12
4:ao:47PM INSP150 - Daily Inspection Request Report
Requested Inspection Date :
02/1312018
Inspection Type:
ENCROACH
Inspection Area :
PW
Site Address :
226 RUBY AVE
Activity :
N201870013
SubType:
Status :
APPROVED
OWNER:
MANAGEMENT VI PROPERTIES Phone: 0
APPLICANT:
VALLEY MASONRY Phone : 714-488-6393
Description :
Final inspection of right-of-way. All work per City Standards.
Item: 10100 FORMS WITH COMPACTION - PW
Requested Time: 2/13/2018 12:00:OOAM Requestoe WEBUSER
714 488 6393
Entered By: WEBUSER
Comments: PM -
Assigned to: zuzzzzuzz*
0 ,
Inspector: Date: 2 �3 1 Q Time: AM M
Comments: �>I +00h",
k6' rrv\�h w.c,w�. � `'t!7dk� w �i'ti-- ;'1�- ctbD✓a-�rua{�
V,,� �p�. 0�60 Sz5o
F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc
REPT131 Run Id: 4018
3/6/2018 City of Newport Beach Page 12 or 12
4:30:39PM INSP15O - Daily Inspection Request Report
Requested Inspection Date :
03/07/2018
Inspection Type :
ENCROACH
Inspection Area:
PW
Site Address :
2001 WESTCLIFF DR
Activity : N2016-0312
SubType:
Status: APPROVED
Phone:
Description : DELTA 4 (REV16-0959 SUPERSEDES REV16-0811) - BLDG 1 (2131 WESTCLIFF):
RELOCATING A PORTION OF THE EXISTING 4" FIRE SERVICE AND USING THE
EXISTING DCDA; BLDG 3 (2135 WESTCLIFF): NEW 2" DOMESTIC SERVICE/METER
WITH RP BACKFLOW PER STD-503-L & STD-520-L-A (TAP OFF OF WESTCLIFF); AND
UPGRADE EXISTING IRRIGATION WATER METER ALONG IRVINE AVE TO 1" AND
INSTALL RP BACKFLOW PER STD-520-L-A.
,wfi §.� ,e,,..,mh � �?Y., N.e�4Y. 5•. ,2�.xo.,v SKa_ y. �4 ..q v_ u .� ,w. ¢. r minx r s .sir. a, v+.J. e ;�.:.. n .. .w. , a, i.. Q .,.. . ,
Item: 10250 FINAL - PW
Requested Time: 3/7/2018 12:00:OOAM Requestor: WEBUSER
909-260-3379
Entered By: WEBUSER
InspeqR3ilments: PM-S,/LVh Date: ► Time: AM PM
Assigned to : zzzzzzzzzzz'
Comments: (4.11 - �h rtv,® *a VI e LA) 7't �1G -- vtG
Is]
S
tn/ c, /,,L he Pc i-e 6 f I
F:\Users\PBVV\Shared\ENCROACH\MASTERSXFORMS\InspectorSheet.do
REPT131 Run Id 4018