HomeMy WebLinkAboutN2018-0101`�..wNr 4�T 100 vofic �Newenter port Bea rive,BhNewportach, CA 92660 IIIIrIII�IIIIIIII�IIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIJill Permit No: N2018-0101
Permit Counter Phone (949)644-3311 Project No : 2887-2016
y�,.. k Online Inspection Request - www.newportbeachca.gov / Online
�• " Services
Inspection Requests Phone (949)644-3255
Job Address: 612 RAMONA DR NB Thomas:Guide: 919D1
Description : PLUG EXISTING DRIVEWAY, NEW DRIVEWAY PER STD-162-L, REPLACE CURB, GUTTER, AND SIDEWALK PER CITY STDS, 2 CURB CORES
Parcel # :
0502-910-6 -
Legal Desc :
N TR 1701 LOT 68
Owner:
SEDONA HOMES INC
Contractor : MASONRY PLUS
Phone:
760-275-9091
Phone: 714-381-5997
Address :
612 RAMONA DR
Address : 1079 CORONA LANE
CORONA DEL MAR, CA 92625
COSTA MESA CA 92626
Contractor State Lic: 553711
Applicant:
RANDY SPEER
License Expire: 01 31, 2019
Phone:
7145462745 [
Address
Business License: BT00016674
Business Expire: 11 30, 2018
Special Cond.:
PRE CON MEETING REQUIRED WITH
Workers' Compensation Insurance - -
PW INSPECTOR
Carrier: STATE COMP
Policy No: 9027621
W. C. Expire: 10 01, 2018
Permit Processing Fee :
$241.00
Sewer Connection:
$0.00
Total Fee $571.00
Agreement Fee:
$0.00
4TT Box Cover:
$0.00
Paid : $571.00
Traffic control Plan Check :
$0.00
Total Water Meters :
$0.00
Balance : $0.00
Inspection Fee :
$330.00
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
General Services Approval: Date
. 4
City of Newport Beach *N2018-0101* Permit No: N2018-0101
.� 100 Civic Center Drive, Newport Beach, CA 92660
t % Permit Counter Phone (949)644-3311 Project No: 2887-2016
} Online Inspection Request - www.newportbeachca.gov / Online
f,IJ►.0r�'`• Services
Inspection Requests Phone (949)644-3255
Job Address:
612 RAMONA DR NB
Thomas:Guide: 919D1
Description :
PLUG EXISTING DRIVEWAY, NEW DRIVEWAY PER STD-162-L, REPLACE CURB,
GUTTER, AND SIDEWALK PER CITY STDS, 2 CURB CORES
Parcel # :
0502-910-6 -
Legal Desc :
N TR 1701 LOT 68
Owner:
SEDONA HOMES INC
Contractor : MASONRY PLUS
Phone:
760-275-9091
Phone: 714-381-5997
Address :
612 RAMONA DR
Address : 1079 CORONA LANE
CORONA DEL MAR, CA 92625
COSTA MESA CA 92626
Contractor State Lic: 553711
Applicant:
RANDY SPEER
License Expire: 01 31, 2019
Phone:
7145462745 [
Address:
Business License: BT00016674
Business Expire : 11 30, 2018
Special Cond.:
PRE CON MEETING REQUIRED WITH
Workers' Compensation Insurance - -
PW INSPECTOR
Carrier: STATE COMP
Policy No: 9027621
W. C. Expire: 10 01, 2018
Permit Processing Fee: $241.00
Sewer Connection :
$0.00
Total Fee
$571.00
Agreement Fee:
$0.00
4TT Box Cover:
$0.00
Paid :
$571.00
Traffic control Plan Check : $0.00
Total Water Meters :
$0.00
Balance :
$0.00
Inspection Fee :
$330.00
Water Meter Connection :
$0.00
Receipt No:
Refundable Deposit: $0.00
Total Water Meter Box:
$0.00
— -.
`� I
Street Tree Fee :
$0.00
Adjustment :
$0.00
j L _ .i
J
Processed By:
Date : _/ /
Other Department :
Date:
Utilities Approval
:
Date : _/ /
Permit Denied
Date
Traffic Approval :
Date: _/ /
Issued Permit: ` `,
Date : 1_f211
if,
General Services Approval : Date: _/_/
•
PROJECT ADDRESS: io t 2 a vy i o VI 2 r. -Zr v i v-. L Te r Y Z C
DET ILED DESCMP710OF PROP SED WORK:
a
l k zs 2 'Cu r
APPLICANT: 8-vl eex- $ Vnago 1r Phone: 71Y 5' -2-74-5
Email Address: t'S 2er uS
Mailing Address: I
City/StatelZip:
OWNER: L Q-v% ce l a cQ vL a Phone:
Email Address:
Mailing Address:
City/State/Zip:
rALL"WNTRATOtt 1M 010 -EW
CONTRACTOR: R 2,1..Ia h S e+'
Office Phone: 70544 "7-74
Company (if different):
M aSd IJ R-( P L v S
Jobsite Phone:
Other Phone: 7! 4{ 3 Fr t —E
Email Address: v 5 7 ejr- .4 A (-1co - C O rn
Mailingdr s:
l 6 I C) c n a L avt e
City/State/Zip:
C o s +--- N e s Ca q Z4z,(-
State License Number & Class:
S 5J 3 a (1 CY-q Expires: I - 3 i
City Business License Number:
Expires: 3 /
WORKERS COMPENSATION INSURANCE - Certifi to of Insurance (Section 3800 Labor Code)
Company: S �a �N Ccjm � n 15. F.-,:rPOIicy No: Expires: ld ( $
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_. FOR OFFICE USE ONLY
Special Conditions of Permit: PRe coy)-k l
ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING VIEPARTME(rlTS
Utilities:
General Services:
Traffic: Fire:
Other:
Engineering Technician:
Public Works Specialist:
Date:
Permit No.
0 10 1
tluser&VbwlshwedlenawdumasW&"work"et*
Public Works Department 949-644-3311
•
NEW,'
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'�-.i�tfll�.i:.._alfi.l.:1i � li�:+J.-`h.a.s_
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.
PROJECT ADDRESS:
PERMIT
'18-
,
APPLICANT:
r.,
Pee
Permit Processing Fee:
Public Works Only
Other Department
Agreement Fee:
Preparation of Report/Agreement
Document Recordation Fee
Monitoring Wells
Inspection Fee:
$241.00 Public Works Field Inspection
$275.00[n Utilities Field Inspection
General Services Inspection
Water Quality/Artificial Turf Inspection
$817.00
$192.001 Refundable Deposit:
$502.00 Improvements
$165.00
$121.00
$165.00
$108.00
TBDBTBD
Street/Alley/Walk Closure: $65.000 Newspaper Rack Inspection $108.00
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
I THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division I
I REVENUE DIVISION PRIOR TO PAYMENT OF FEES lApproval: I
Qty.
Qty.
IWater Meter:
,
Installation Charge $528.00
13/4" Meter
$50.25
11" Meter
$121.50
Water Meter Boxes:
11 1/2" Meter
$285.00
1" DFW Meter Box $96.66
11 1/2" Turbine Meter
$700.00
2" DFW Meter Box $203.24 e
12" Meter
$425.00
12" Turbine Meter
13" Meter
14"
$845.00
$3,310.00
Meter
$4,730.00
f6" 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/Vacation Fee (+100% of hrly over 4 hrs)
$1,022.00
5200-5031
Street Tree Fee ($700 Planting Fee)
TBD
030-2284
...
Engineering Tech:
Total Amount Due:
For Finance Use Only
m
Permit Specialist
Receipt No.
/userslpb./shar"wcroach/mastersdep front and back masters/
Rev. 12/18/2017
It
epteesheetAs-revised 11/8/17
ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR I
Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 800-422.4133
TERMS AND CONDITIONS OF ENCROACHMENT PERMIT
Encroachnhent Pernik may be taken out by the owner of benefited properly or a licensed contractor. A licensed
contractor niust 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 issuance of
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
1 he Perrnittee 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 State laws and City ordinances.
Permittee 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 Slate 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 Class C-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 mininhum 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 feel of any City utilities, unless approved by the Public Works Department. Locale and pothole
existing City -owned utilities fie water, sewer, or street lighting conduits) to verify locations. Maintain a one -foot
clearance over or under existing City -owned utilities. Sewer cleanouts require VCP or PVC SDR35 be used with a
411 box over the riser.
Properly 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 inmimuni charge of S35.00. 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 laries and impedes the normal flow of traffic requires the applicant to
acquire a lernporary 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 lane(s) closure
un a nralor street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by
the Public Works Department. Any work affecting the State Highway's traffic or within the Slate Highway right-of-way
will require a Caltrans Permit. All vehicles shall be lawfully parked.
This peirnit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of
materials, of 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.
Reluse 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 days by 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 -insure, Certificate of Worker's
Compensation Insurance, or a Certified Copy there
Date: 1-_ 2 nc
7 ^ � c, Signature:
CERTIFICATE OF EXEMPTION (Section 3800 Labor Code)
I 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
1 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 P mit I spection is required by calling
Public Works at 949-644-3311.
15 Any above ground utility facilities will require documented approval from the adjacent
affected properly owner(s).
16 Homeowner, contractors, and subconlracotrs 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 Slate
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 Work
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.
No work related to this encroachment permit $hall be performed until the Public Works Department has Issued this permit. Appll ant hereby acknowledges he/she has read d understands the terms and
conditions of this permit and he/she agrees to abide by them. Permit Is void If work Is not commenced within 30 days after Issua.
Permit fees are nonrefundable. "````(((FFF"'''' Dater 21.�(&__Slgnature:
.r
CONSTRUCTION NOTES:
O CONSTRUCT 5" MIN CONCRETE DRIVEWAY.
2O CONSTRUCT 4" MIN CONCRETE HARDSCAPE. STANDARD GREY IN PUBLIC R/W.
OINSTALL 4" SQ GRATE DRAIN.
® INSTALL 4" ATRIUM GRATE.
OINSTALL 3" CHANNEL DRAIN.
@INSTALL 4" CHANNEL DRAIN W/FILTER INSERT BY KRISTAR ENTERPRISES, INC.
OINSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN.
O BIO-RETENTION PLANTER PER DETAIL SHEET C2.
O CONSTRUCT 3"0 DRAIN THRU CURB PER CNB STD PLAN 184-L.
10 INSTALL 30" DIA LIFT STATION BY PACIFIC SOUTHWEST INDUSTRIES.
11 INSTALL NEW SEWER CLEANOUT PER STD-406-L ON EXISTING SEWER LATERAL. FIELD
12 REMOVE EXISTING CONCRETE WALK AND DRIVEWAY APPROACH AND PLACE NEW
PER STD PLAN 162-L.
@ REMOVE AND PLUG EXISTING CONCRETE DWY PER STD PLAN 165-L.
14 INSTALL TRENCH DRAIN PER DETAIL SHEET C2
R REMOVE EXISTING CURB DRAIN
16 REMOVE EXISTING BRICK AND WALLS AND PLANT DROUGHT TOLERANT
PLANTS - 36" MAX.
17 REMOVE AND REPLACE EXIST CURB AND GUTTER PER STD PLAN 182-L.
18 INSTALL 18" SUMP WITH 3/4 HP PUMP AND 1.5" DISCHARGE LINE
19 RELOCATE GAS METER ONTO PROPERTY
' RAMONA DRIVE IS ON THE CITY'S STREET -CUT MORATORIUM LIST.
TRENCHING INTO SAID STREET AS A PART OF THIS DEVELOPMENT WILL
REQUIRE EXTENSIVE STREET REPAIR WORK. DETAILS OF SUCH REPAIR
WORK MAY BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT.
RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY C OUNC;IL HUM L-b ANU L-1 o.
:AR
PLACE
DROUGHT TOLLERAN
SLANTS — 36" MAX
GFP=77.18
CURB DRAIN
9 76.25 IE
I
18' 7.
25'
I
T: OWNER/DEVELOPER: PREPARED BY: Q�FESSio,�t
�p,S M,
nnpTnN stir. 1 AAI/%G At AlnKin POPLeGRT FN(21NFFRINl; R SI IRVFYINr. INC.
2/28/2018 City of Newport Beach Page 16 of 18
6:34:36AM INSP150 - Daily Inspection Request Report
Requested Inspection Date :
02/28/2018
Inspection Type:
ENCROACH
Inspection Area :
PW
Site Address :
612 RAMONA DR
A/PID Information:
Activity : N2018-0101
SubType :
Status : APPROVED
APPLICANT: RANDY SPEER Phone : 7145462745
OWNER: SEDONA HOMES INC Phone:
760-275-9091
Description : PLUG EXISTING DRIVEWAY, NEW DRIVEWAY PER STD-162-L, REPLACE CURB,
GUTTER, AND SIDEWALK PER CITY STDS, 2 CURB CORES
Requested Inspection(s)
Item: 10200 PRE JOB - PW
Requested Time: 2/28/2018 12:00:OOAM Requestor: WEBUSER
714 381-5997
Entered By: WEBUSER
Comments: AM -
Assigned to: zzzzzzzzzzz`
R.�Nby e 11: 3o AM
µ4fl PRE �oQ w," OANt,-)y
6'
24'
1/2' R !' WIDE BY V DEEP
3/8' L !P AC PATCH BACK
Q a 4 6' OR 8' n,
3'I2
CURB FACE
v BATTER
4
Z
ao :l /2' R
o 4 4 4
0 o L I' R..4.. � 4
e 4 4.
4
LEVEL
TYPE A P.C.C. CURB AND GUTTER
(CURB FACE SHALL BE 6' UNLESS OTHERWISE NOTED)
6'
112, R
I' WIDE BY I' DEEP
4 a4 AC PATCH BACK
BA T TER
4. .
a a 4
4
TYPE B P.C.C. CURB
(CURB FACE SHALL BE 6' UNLESS OTHERWISE NOTED)
NOTES:
I, 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:
Pt BLIC NYIRKS DEPAR-1 %IEN'1
R( I NO :r lUa Ri i( %%ORFS DIRT ( It)R
STANDARD CURB SECTIONS Dra«n: M.Gracia Scale N.T.S.
�� 1)ac� ,o, ��w:
TYPES "All
AND "B�R:,.,,,.,,,..�,,,.,,
DRAWING NO. STD- 182-L
I'
6'
24'
I/2' R V WIDE BY V DEEP
3/8' LIP AC PATCH BACK
Q v 3°12
° 6' OR 8'
ZE
CURB FACE
BA T TER
Zo a
R,
I/2' R
G
0 0 L
a: C
� I' R
v a e a.
a
LEVEL
TYPE A P.C.C. CURB AND GUTTER
(CURB FACE SHALL BE 6' UNLESS OTHERWISE NOTED)
L7 z
N
z
a o
" WIDE BY P DEEP
IC PATCH BACK
TYPE B P.C.C. CURB
(CURB FACE SHALL BE 6' UNLESS OTHERWISE NOTED)
NOTES:
I. GUTTER SURFACE WITHIN 4' OF FLOWLINE SHALL BE GIVEN A STEEL TROWEL.
(APPLIES TO TYPE 'A' CURB)
2. PREFORMED 318' THICK EXPANSION FILLER SHALL BE INSTALLED IN ALL
TYPES OF CURB AT THE B.C. AND E.0 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 aPPRO`ED:
PUBLIC NNORKS DEPARTMENT
R(F No ;e lot, H[.lC \%ORES DIRK IUR
STANDARD CURB SECTIONS Dra%%n: a i M.GracStab ` 1 S
TYPES "All AND "B"Da<<..,, ��.
FDR--%N% ING No . STD— 182—L
10' OR
CURB FACE
VARIES
F-T-T
2'
�L
O
4,
3/8' EXPANSION JOINT
MATERIAL (TYP)
R=15' FOR LOCAL STREETS AND
25' FOR ARTERIAL STREETS
UNLESS OTHERWISE SPECIFIED
/ 10' FOR MAJOR, 10' FOR PRIMARY,
AND 8' FOR SECONDARY STREETS
J4� UNLESS OTHERWISE SHOWN
CONCRETE SHALL BE 560-C-3250
CURB ACCESS RAMP SHALL
COMPLY WITH CURRENT
ADA REQUIREMENTS
CURB RETURN AREA
R 10' TYPICAL
2' OR 4' MINA )K
MATCH SLOPE 2% MAX.
EXIS T. ---_
LANDSCAPE PARKWAY WITH
STREET TREES REQUIRED
° WHEN DISTANCE FROM CURB
4' MIN, P.C.C. TO PROPERTY LINE EXCEEDS
6 IN
TYPICAL SECTION AREAT CONCRETEE NTIAL
SSIDEWALK
IN COMMERCIAL AREAS WITH
STREET TREES.
318' EXPANSION
JOINT MATERIAL
WEAKENED PLANE JOINTS
1-1/4' 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 APPROVED:
PlB1.K' NORKS DEPAR"1 NIEN'l
SIDEWALK DETAIL
R( I \() wlne '---PtlJLlC %�O KS DIRT ( TOR
Dra�%n: \LCracia Scale: N.T.S.
Darr: Scp 1994 r i a\<, rira h—d, .n .1
STD-I80-L
CURB FACE
l
VARIES O' OR
2'
318' EXPANSION JOINT
MATERIAL (T YP)
R=15' FOR LOCAL STREETS AND
25' FOR ARTERIAL STREETS
UNLESS OTHERWISE SPECIFIED
)K X 10' FOR MAJOR, 10' 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 RETURN AREA
R 10' TYPICAL
2' OR 4' MIN* )K
MATCH SLOPE 27 MAX.
EXIST. — —�
° LANDSCAPE PARKWAY WITH
e.. a.
STREET TREES REQUIRED
° WHEN DISTANCE FROM CURB
4' MIN P.C.C. TO PROPERTY LINE EXCEEDS
IN R
TYPICAL SECTION AREAT C17NCRETEE NTIAL
SSIDEWALK
IN COMMERCIAL AREAS WITH
STREET TREES.
318' EXPANSION
JOINT MATERIAL
WEAKENED PLANE JOINTS
1-114' SAWED, 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 APPROVE[):
PLHIA(" MORKS DEPART NIE\l
SIDEWALK DETAIL
Rrf �<t?alu, �Ff'IiLIC\\()RK DIRICTrrR
Dra%%n: �-LCracia Scale: N.T.S.
Date: Sep 1991 ra w, rir. :n_::e n a n
DR.-%" [,Nc NO. STD- 180-L
R
16" VARIABLE VARIABLE I 2„
PARKWAY SIDEWALK
F.L. OF PIPE B
1/2" ABOVE GUTTER
FLOW LINE
I I.
L SEE DETAIL "A"
FOR TYPE OF
DRAIN PIPE
1- DRAINS MATH SLOPE GREATER THAN 10% MAY REOUIRE 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. 1-1/VE2" MIN. INSTALL POLYETHYLENE
COVER \ COR PLASTIC JOINT MATERIAL
"QUICK JOINT" OR EQUAL
G
9" 6"
2" MIN.
SECTION A -A
RESIDENTIAL
4" MAX. OUTER
DIAMETER
3" P.V.C. (SCH. 4o)\
PIPE OR EQUAL
n1.'rAll A
* OUTSIDE HUB DIMENSIONS
�, _„ 2" MIN.
SECTION A• -A
COMMERCIAL
NOTE: IF CURB/GUTTER IS REMOVED JOIN TO THE NEAREST JOINT WITHIN TWO FEET.
r6" Topsoil or 4" concrete 6-1/4"
1
f f3" Perf. drain pipe class
SDR 35 SCH 40 PVC pipe 18"
Crushed Rock
Filter Cloth RECTANGULAR CAST IRON
Lap 6" —I PIPE, ALHAMBRA FOUNDRY
—12 A-470 OR EQUAL
SECTION "B-B" ALTERNATE
TO DETAIL A
DRAIN PIPE SECTIONS
CITY OF NEWPORT BEACH
PI BLI( «ORKS DEPAR I MIEN-1
PRIVATE DRAINS
THROUGH CURB
APPROVED:
/�%
R('F. NO.36106 —�
Dra"n: P. Ar6riicaa • Scale: N.T.S
Date: June 21105 rc% Ro •1 p<rm�
D R A W1NG NO. STD- 184-L
N
CAKEND PLANE JOINT a
a J OR COLD JOINT I
Q P.C.C. APPROACH
W
Z �
X I x \
W
m
Q
ac
GUTTER
REMOVE AND REPLACE ¢ CURB LINE
IF 5 OR LESS TYP
EXISRNG JOINT
CRACK, OR BREAK PLAN
CURB OPENING
FOR 87CF. 4' APPROACH BOTTOM
OR 6 C.F. 3' SEE NOTE 4
X
I
4' VARIES I R
X STOP OF CURB
C.i
t GUTTER f
ELEVATION 2" OR MATCH
EXIST. SIDEWALK R
VARIES VARIABLE I SIDEWALK
~� 4' MIN.
�1 AC ABOVE GUTTER 3/8" 2% MAX
MIN. I�
e
L
1WIDE BY 1' DEEP
6" THICK
AC PATCH BACK
P. C. C.
EXIST AC
SECTION A -A
NO TES:
* 4 " WT TH 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.
2. SLOPED "X" AREAS AND SLOPE DRIVEWAYS SHALL HAVE A COARSE BROOM FINISH.
PAVERS
J. 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
RCF NO a,lnn
LI( %%ORKS 0110 MR
RESIDENTIAL DRIVEWAY
Dra«n:%LNa,mer
Scale:\.I..
APPROACH TYPE I
Da(e: ,an. '(I(Il
8,1.9'.�.h ,j
�I111] A.w ��� ,.I
DRA M NG NO.
STD- 162-L
R
3
N
WEAKEND PLANE JOINT o
o_ J OR COLD JOINT
Q W P.C.C. APPROACH k m
W
ao z �
AS: X >� X
0
GUTTER
REMOVE AND REPLACE ¢ CURB LINE
I IF 5 OR LESS TTP
EX/SIING JOINT
CRACK, OR BREAK PLAN
FOR 8'C.F. 4'
FOR 6 C.F. 3'
X
VARIES
CURB OPENING
APPROACH BOTTOM
SEE NOTE 4
ELEVATION
VARIABLE
I
VARIES I R
—TOP OF CURB
t GUTTER f
2" OR MATCH
EXIST SIDEWALK
i 1 4' MIN.
1 I AC ABOVE GUTTER 3/8" 27. MAX
112" + 107. e .
�. e e
1 A. a
4 e
L
1 WIDE BY I' DEEP
6" THICK
AC PATCH BACK
P.C. C.
ExIs r. AC
SECTION A -A
NO TES.'
* 4" WITH ENGINEER'S
I. WHEN REMOVING EXIS71NG SIDEWALK, CURB AND GUTTER, SAWCUT AND REMOVE TO NEAREST
APPROVAL FOR
NON-STANDARD
EXISTING JOINT WITHIN 5 FEET BEYOND OPENING.
2. SLOPED "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:
PCBLI(' %%ORKS DEPARTMENT
RESIDENTIALDRIVEWAY
R(I
W)RKS 0lRf( MR
Dra%%n: �l.%%aancr
Sca[C: N.-I.S.
APPROACH TYPE I
Date: ll,l Jan. ,4
, , ., k ,.,,., .h...I, ,,, . ,
DR.a\1 l`G NO.
STD- 162-L
3/6/2018 City of Newport Beach Page 14 of 18
6:34:52AM INSP150 - Daily Inspection Request Report
Requested Inspection Date : 03/06/2018
Inspection Type: ENCROACH
Inspection Area : PW
Site Address : 612 RAMONA DR
A/P/D Information:
Activity : N2018-0101
SubType :
Status : APPROVED
APPLICANT: RANDY SPEER Phone : 7145462745
OWNER: SEDONA HOMES INC Phone:
760-275-9091
Description : PLUG EXISTING DRIVEWAY, NEW DRIVEWAY PER STD-162-L, REPLACE CURB,
GUTTER, AND SIDEWALK PER CITY STDS, 2 CURB CORES
Requested Inspection(s)
Item: 10100 FORMS WITH COMPACTION - PW
Requested Time: 3/6/2018 12:00:OOAM Requestor: WEBUSER
714 381-6997
Entered By: WEBUSER
Comments: PM -anytime after 10:30 am
Assigned to: zzzzzzzzzzz-
C C Z-r vat
3/7/2018 City of Newport Beach Page 15 of 15
6:34:04AM INSP150 - Daily Inspection Request Report
Requested Inspection Date : 03/07/2018
Inspection Type: ENCROACH
Inspection Area: PW
Site Address : 612 RAMONA DR
AMA) Infommation:
Activity : N2018-0101
SubType :
Status : APPROVED
APPLICANT: RANDY SPEER Phone : 7145462745
OWNER: SEDONA HOMES INC Phone:
760-275-9091
Description : PLUG EXISTING DRIVEWAY, NEW DRIVEWAY PER STD-162-L, REPLACE CURB,
GUTTER, AND SIDEWALK PER CITY STDS, 2 CURB CORES
Requested Inspection(s)
Item: 10210 PUBLIC WORKS
Requested Time: 3/7/2018 12:00:OOAM Requestor: WEBUSER
714 381-5997
Entered By: WEBUSER
Comments: AM -Sidewalk forms ready by 9 am
Assigned to: zzzzzzzzzzz* i ON60 AM
$ l pF kA10 A4 4 'bR,4 u E 110'Y
-CIS
3/26/2018
City of Newport Beach Page 16 of 19
6:34:41AM
INSP150 - Daily Inspection Request Report
Requested Inspection Date: 03/26/2018
Inspection Type: ENCROACH
Inspection Area : PW
Site Address : 612 RAMONA DR
A/P/D Information:
Activity :
N2018-0101
SubType :
Status :
APPROVED
APPLICANT:
RANDY SPEER Phone : 7145462745
OWNER:
SEDONA HOMES INC Phone:
760-275-9091
Description :
PLUG EXISTING DRIVEWAY, NEW DRIVEWAY PER STD-162-L, REPLACE CURB,
GUTTER, AND SIDEWALK PER CITY STDS, 2 CURB CORES
Requested Inspection(s)
Item:
10250 FINAL - PW
Requested Time:
3/26/2018 12:00:OOAM Requestor: WEBUSER
714 381-5997
Entered By: WEBUSER
Comments: ANY -all work completed
Assigned to: zzzzzzzzzzz`
S /L U1,4