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WORKSHEET FOR ENCROACHMENT PERMIT
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
COMPLETE TE 13ELOW I ,O T O :.
PROJECT ADDRESS: L( (q Frj�(��CA
DETAILED DESCRIPTION OF PROPOSED WORK:
Phone: `?q�` (SZ G
APPLICANT:
�¢ 5 c e Inc.
Email Address:
Mailing Address:
CitylState/Zip:
OWNER:
Phone:
Email Address:
Mailing Address: City/StatelZip:
ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE
CONTRACTOR: Z,e 2 c a3
Office Phone:
Company (if different):
lJobsite Phone:
Other Phone:
Email Address:
Mailing Address:
City/State/Zip:
State License Number & Class:
Expires:
City Business License Number:
Expires:
WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code)
Company: Policy No: Expires:
REFUNDABLE DE06SIT tNi ORMATION (If AppUcable):
Refund Payable To;.::::. .
IVtad Refuiil To
FOR OFFICE USE ONLY
Special Conditions of Permit:
l
ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS
Utilities:
General Services:
Traffic: Fire:
Other:
Engineering Technician:
Pu s Specialist:
Date:
jPerrnitNo.
f./users/pMvlsharedlencroechlmaslerslepworksheetsis
Public Works Department 949-644-3311
FEE WORKSHEET FOR ENCROACHMENT PERMIT
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
All Fees Are Non -Refundable Unless Otherwise Stated
PROJECT ADDRESS: PERMIT N2018- r; ),-`,
NUMBER: 4 I_ - 1
APPLICANT:
TO BE COMPLETED BY PU13LIC WORKS DEPARTMENT
Permit Processing Fee:
Inspection Fee:
t .
Public Works Only
�Qti—y—,��
$241.0
Public Works Field Inspection
$165.0
Other Department
$275.0
Utilities Field Inspection
$121.00
General Services Inspection
$165.00
Agreement Fee:
Water Quality/Artificial Turf Inspection
$108.00
Preparation of Report/Agreement
Document Recordation Fee
$817.00
$192.00
Refundable Deposit:
TBDB
Monitoring Wells
$502.00
Improvements
TBD
StreettAlleyfWalk Closure:
$65.00=
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
1 THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division 1
REVENUE DIVISION PRIOR TO PAYMENT OF FEES Approval:
(Water Meter:
Qty.
Installation Charge
Qty. I
$528.00" 1
13/4" Meter
$50.25
1
11" Meter
$121,50
Water Meter Boxes:
11 1/2" Meter
$285.00
1" DFW Meter Box
$96.66
11 1/2" Turbine Meter
12" Meter
12" Turbine Meter
13" Meter
$700.00
$425.00
$845 00
$3,310.00
2" DFW Meter Box
$203.24 1
1
14" Meter
16" Meter
$4,73&00
$7,190.00
1
Certificate of Compliance Fee (+100i of hrly over 3 hrs)
$288,00
Development Services Fee (Plan check hourly)
$155.00
Final Tract Map Checking Fee
$2,488.00
Final Parcel Map Checking Fee - Moderate
$2,488.00
Lot Line Adjustment Fee
$1,079.00
Park Dedication Fee Zone
TBD
Street Easement/Vacation Fee (+100% of hrly over 4 hrs)
Street Tree Fee ($700 Planting Fee)
$1,022.00
5200-5029
5200-5015
5200-5026
5200-5027
5200-5028
405-470
5200-5031
030-2284
Engineering Tech:
Tot I Amount Due:
For Finance use only
f511 U-b
Permit ialist
Receipt No.
t/users/pbwlsharedlencroach/maslerslep front and back masters/
Rev. 12/1812017
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U Q> N E I- n O Q 'u� > U a a> 3 Q M N S o L 3 f- E Q E a E
City of Newport Beach Public Works Dept.
PUBLIC WORKS PRE -JOB CHECKLIST
Public Works Inspector: JULIO VELASCO
Date: '%' iv
Permit: N2015 -0 05 I Address: Y/q b- ft l56A '5�_✓o
Mobile: 714-315-4860 Email: lavelasco(o?newoortbeachca.gov
STANDARD DRAWING (STD) / ITEM REVIEWED
Reviewed (Y
I N)
Mark -out remove and replace (R&R) limts: These areas can include but are not limited to: Sidewalk (S/W), curb and gutter (C&G), driveway
(D/W) approach, AC street, PCC alley, and walkways.
STD 105-L-A - Underground Consrtuction Requirements Notes
STD 105-L-B - Trench Resurfacing - Types of Pavement Restoration
STD 105-L-C - RoadwayUtility 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 1:.
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: -
Y
STD 181-L-A,-Curb Access Ramp,Details is Case "A" to "G"
STD 181-L-B -Curb Access Ramp Details If: Case "H" 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: -
Y
STD 184-L - Curb Drains:
't
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?
//
NOTES:
All City stardard drawings can be found in the link below: http:/Aw .newportbeachca.gov/governmenYdepartments/public-
works/resources/standard-drawings/view-all-standards#Public_Works_Department
Page 2 of 2
V2,4/2018 City of Newport Beach Page 13 of 19
6:34:17AM INSP150 - Daily Inspection Request Report
Requested Inspection Date :
01/29/2018
Inspection Type:
ENCROACH
Inspection Area:
PW
Site Address :
419 BALBOA BLVD E
A/P/D Information:
Activity :
N2018-0051
SubType:
NEW
Status:
APPROVED
OWNER: HORMANN SHARON & GREG Phone: 714-9844512
APPLICANT: KEEGAN'S CONCRETE Phone: 949-650-6991
949-290-8615
Description: NEW CURB, GUTTER AND SIDEWALK PER CITY STD, 2 NEW CURB DRAINS PER
CITY STD.
Requested Inspection(s)
Item:
Requested Time: 1/29/2018 12:00:OOAM
Entered By: WEBUSER
Comments: AM -
Assigned to : zzzzzzzzzzz'
Requestor: WEBUSER
949-456-4301
Inspector: _mil Date: `L i ° Time: I - oi)M
Comments:
Loggeo,,
F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet doc
2,12/201E City of Newport Beach
6:34:4.2AM INSP150 - Daily Inspection Request Report
Requested Inspection Date :
02/02/2018
Inspection Type:
ENCROACH
Inspection Area :
PW
Site Address :
419 BALBOA BLVD E
A/P/D Information:
Activity :
N2018-0051
SubType:
NEW
Status :
APPROVED
Page 1 of 12
OWNER: HORMANN SHARON & GREG Phone : 714-984-4512
APPLICANT: KEEGAN'S CONCRETE Phone : 949-650-6991
949-290-8615
Description: NEW CURB, GUTTER AND SIDEWALK PER CITY STD, 2 NEW CURB DRAINS PER
CITY STD.
Requested Inspection(s)
Item: - t5;�P"'^ -7
Requested Time: 2/2/2018 12:00:OOAM Requestor: NBIVR
Entered By: NBIVR 9494564301
Comments: AM
Assigned to:
Inspector: V Date: 2 Time:
Comments: K� 14 T�) 15
a/fwr/ 70) p ':� - -- 3 z s-zf)
F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doo
2/5/2018 City of Newport Beach
6:34:07AM INSP150 - Daily Inspection Request Report Page 1 of s
Activity
SubType
Status
OWNER
APPLICANT
Description
Item
Requested Time:
Requested Inspection Date :
02/05/2018
Inspection Type:
ENCROACH
Inspection Area :
PW
Site Address :
419 BALBOA BLVD E
N2018-0051 A/P/D Information:
NEW
APPROVED
HORMANN SHARON & GREG
KEEGAN'S CONCRETE Phone : 949-650-6992
Phone : 949-650-6991
949-290-8615
NEW CURB, GUTTER AND SIDEWALK PER CITY STD, 2 NEW CURB DRAINS PER
CITY STD.
Requestedlnspection(s)
10250 FINAL - PW
2/5/2018 12:00:OOAM
Entered By: NBIVR
Comments: AM
Assigned to :
Requestor:
NBIVR
0194945643
SUMP PUMP DETAIL � PE
1- BRARS wTl SUft GREATER MAN lox MAY WCUBE AN IONOW REDUCER
2- A NAM Yl/sT W MTMJ D W to TE Cum FACE UAE55 APPROVID
BY ME caNsmmlcMKw rNaN .
INSTALL P YI ETILY(ENE PLASMIC ELEVATION Topad
JOINT MATERIAL WICK -JOIN
OR EQUAL
1-1/2' MIN
CODER 3' Dia. droin pot SCH
6• MM. MADE PEOSTPoAN SAFE 40 PVC perforotion of
bottom of pipe.
FRAME k GRATE 3/8• SLOT 'ra ::.=:'tl,: •:.,:. o:;?;:: :.:-p'
OPENING. EAST JORDAN IRON Y j_'J6-a::q...A:'.... `.`.'::._y�..•:., aAr
WORKS OR EQUAL (800)874-4100
®4 REBAR-
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6" Lap 6"
SECTION AA I(6SIDfiNTIAL SECTION U-U
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�24 STD-lh4-L
DRAIN PIPE SECTIONS
CONCRETE TRENCH DRAIN DETAIL PRIVATE DRAINS THROUGH CURB
Encroachment permit from Public Works Dept. is require
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��Q I z% NEW 6" WIDE TRAFFIC GRADE E01soN U r
UPPER BLDG. LINE MIN. BOX WITH BOTTOMLESS z
1
/ �� 2°/n TRENCH DRAIN 2% U O
417 E. BALBOA BLVD \off`'` /10�
M D" ^ 6a� j MIN` oI zo
RESIDENCE / _ 419 E. BALBOA BLVD
_ L-_ UI
EXISTING _ ,
(EXISTING DUPLEX RESIDENCE TO BE CONVERTED NEW 2 STORY SINGLE FAMILY RESIDENC M
INTO A 2 STORY SINGLE FAMILY RESIDENCE) (ABOVE NEW GARAGE & NEW CARPORT) 10aFF QPo oot
. D O E SHED
E ROOF NEW 12" WIDE CAST IRON �- ) I 1 aF
(E) TRENCH DRAIN WITH 1 11�� ^, m
(N) CARPORT (N) GARAGE o D
SLOPE CONCRETE COLLECTION BOX 60\ z
;2% MIN. 1 O� ZJ TI
1 2% MIN' s`- Lr OPE 4" THICK CONC. APRON _U z O I
SLOPE 7
2% O L 1 U 1
DOWNSPOUT TO DISCHARGE INTO �2% 2S-� � MIN.. Q I
4" DIA. PVC SCHEDULE 40 PIPE TO MIN. 0 ' 7oeq. 6" HIGH CONC. U U
1 TRENCH DRAIN OR SUMP PUMP MI (N) D.S. ° P ^o Q ao---------- CURB, TYP. cc
o�A _-----TT/•38FF m '
COLLECTION BOX, TYP. 2% °�o r`e 44FOq
I
NOTE: (E) BLDG. IS BUILT TO J 6
SIDE YARD PROPERTY LINE �� o &o F s FF. F F. F F- 11 A5 F S 11 s 2n/o
102aFpp.O 1150 11/ F MIN O I
RELOCATED WATER
l°��� ' 10.15 9 �$ pQ oo O� ri o0 O� 7 METER. TYP.
"z) O� R T pE;l O : 4 oo�� ^�. pQQ� 09� ��. peQ� Tpp�>> O�> o g2 NEW SEWER CLEANOUT /
A. Pi, q
E6 421
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Soil
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�OF CA13F(�
reviewed 9-22-16
c_-
GEO�n-
AS NOTED PER PLANS
i -
! 8A6 0 10. 7 9 J N E O 7 T -- I-O� I I �' / -' WM PER STD-406-L i
' �- J 3P` 6-� cp�� G ' -FRL--
' 12 O fT� - NV
E DECK 11 G C Oo�S� 0 T\°jZ ^�4 HIGSWPLE I it II I M'� G
(E) N vl� pF EDISON O" 1
BELOW `ram°�o11 TO I
(c o5 �'
NEW POURED -IN -PLACE N21' 45' 20" E 95.00' PROPERTY LINE �''� ° °��) �''os
CONCRETE VAULT W/ DUAL �� NEW CONC. SWALE, NEW 6" WIDE X 6' HIGH (E) TRASH
0.08' ENC. GM �i �p��Pa 'os J
ONTO NEIGHBORS o SLOPE 2% MIN. CMU BLOCK WAIL AREA
SUMBERSIBLE SUMP � I
PUMPS, PROVIDE 24" DIA. z
�� PVC SCH 40 DRAINS MTD. NEW 2- 4" DIA. PVC SCHED. 40 SURFACE MOUNTED 2' X 2' DISSIPATOR, 4" DIA. PVC LINE 01 1
0/A2 TO CMU WALL TO ALLEY, SEE DETAIL SLOPE TO TRENCH
/4" PER FT. ci
TO CMU WALL, SLOPE TO REAR OF PROPERTY A i
\� SLOPE MIN. 1/4" PER FT. ADJACENT RESIDENCE MIN. 1/4" PER FT. SLOPE o
PUBLIC WORK NOTES: NOTES: - 5.1 - 5.0
1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC 1. SHORING: LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND IMPROVEMENTS ON I
RIGHT-OF-WAY. ADJACENT PROPERTIES AND SUBMIT RESULTS WITH A REPORT TO THE SHORING DESIGN ENGINEER i
AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING AND WEEKLY 2.0 GUTTER- �F -
2. A PUBLIC WORKS DEPT. ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE BUILDING BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL
DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT DEWATERING IS STOPPED. 1 I
INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, �GF '
NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT IS REQUIRED. 2. IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER N 1
ADDITIONALY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH SHALL PROVIDE CONTINUOUS INSPECTIONS DURING SHORING AND EXCAVATION OPERATIONS AND Lj 1
WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE DURING REMOVAL OF SHORING. z I
REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODE 0
14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE 3. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 10 DAYS PRIOR TO [W-w] I U 1
MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. STARTING THE SHORING OR EXCAVATION WORK. '
1 I
2 1
3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN 4. ALL DRAINAGE DEVICES GRILLES TO BE PEDESTRIAN SAFE. I
THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL
POLICY L-6 AND L-18. 5. MIN. SLOPE FOR CONC. SURFACES = 2% 1 o d '
1 � \^ Z I
1 GRADING NOTES: ^�\ O OU
4. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR A LICENSE GENERAL ENGINEERING 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS
a3ZNI
CONTRACTOR. OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH 1�Noa 1
MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR
5. PER CHAPTER 13 OF THE CITY MUNICIPAL CODE, A NEW 36" BOX STREET TREE IS REQUIRED. COMMUNITY ASSOCIATEIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY
HOWEVER, DUE TO LIMITED FRONTAGE, IT HAS BEEN DETERMINED THAT TREE PLANTING IMPRACTICAL, THIS PERMIT. LEGEND
AS THERE IS NO ABUTTING PARKWAY. THEREFORE, THE PROPERTY OWNER SHLL PAY A TREE SWALE
PLANTING FEE FOR THE CITY TO PLANT THE 36" BOX TREE AT A LOCATION DESIGNATED BY THE CITY. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE
OBTAINED FROM THE PUBIC WORKS DEPARTMENT.
3 CONSTRUCTION WITH EXCAVATION DEEPER THAN 3 FT. NEAR PROPERTY LINE: --` SLOPE OF FINISH GRADE F4' Concrete or 6" OR PAVING
Topsoil
a. The distance from edge of excavation to the property line is less than the depth of excavation. Shoring is
required. Provide a shoring plan and calculation prepared by a registered civil engineer.
SATE E -- b. Sheet piles are not permitted for shoring due to potential damage to adjacent properties.
c. Show all buildings and masonry walls on adjacent property within a distance equal to the depth of the
4"0 Min, French drain proposed excavation.
perforation @ bottom. 18 d. Provide cross -sections at various locations to show excavation details.
3/4" Crushed Rock e. Excavations and shoring shall be made entirely within the project site.
f. A Cal -OSHA permit is required for excavations deeper than 5' and for shoring and/or underpinning.
E Filter Cloth Contractor to provide a copy of OSHA permit.
PLAN VIEW Lap 12" @ Top g. See note 1 for monitoring.
f` 12- - 'I h. Geotechnical engineer to stamp and sign shoring plan, certifying that design Is in compliance with his soils
report recommendations. Z� DRAINAGE CALCULATION:
AS NOTED PER PLANS i. See note 2. ALL ROOF AND SITE DRAIN LINES,
DIMENSIONS DETERMINED BY -,y B J. Provide a description of the processfor installing shoring, construction of basement walls, and removal of 2 DOWNSPOUTS, ETC. TO BE 4" DIA. MIN. 1
GRATE FRAME DIMENSIONS, I 6• MM. MADE PEDSTPoAN SAFE
PERFORATED DRAIN/TRENCH DETAIL EXCEPT DRAINS THRU CURB FACE
USE FRAME AS A FORM 3n FRAME GRATE 3/B• SLOT shoring. SHALL BE 3" DIA, 2
OPEN OR EASTJORDAN
WOWS
4_ T-D" k. If crushed rock is used to support temporary shoring steel soldier pile, specify method of compaction for
gravel fill and method of grouting hole created when steel pile is removed.
DISCHARGE MAIN LINE AND BACK-UP
3
•
o
o
14 REBARc
I. Steel soldier pile used as permanent support component of retaining wall shall be protected from earth with
FROM SUMP PUMP SHALL BE 4" DIA. MIN.
o ,
6"
TOP &BOTTOM
a 3" concrete cover. Alternate methods of protecting steel flange from corrosion require an application for
BASED ON FOLLOWING CALCS:
cc
o
"Alternate Materials and Methods" with supporting documents and method of protecting material from
TOTAL ROOF AREA AND SITE AREA THAT
m
FILL THIS PORTION PATH CRUSHED
damage during lagging Installation.
DRAINS TO CENTRAL TRENCH DRAIN:
24"
ROCK AFTER POURING GRATE
SUPPORT CURB
Ci
LL
IT. See note 3.
3/4• CRUSHED ROCK
z
3•NIN. (1" Max. @
outswing
r
ng doors) n. For slot -cutting method of excavation, provide supporting computations by a registered geotechnical
ROOF AREA = 1,880 SF
W/ aoTN
C
L Exterior
engineer and a drawing showing the location of slots, their width and sequence of slot cuts. Slot cut to be at
PAVED SITE AREA = 360 SF
SECTION E-E
io
concrete
least 36" away from any property lines and not exceed 5 feet in depth.
TOTAL ACTUAL AREA = 2,240 SF
III�II I II_Z�lII
o. Non -cantilevered retaining walls must be shored until the bracing element(s) is in place. Provide a design f
a- Dig a 24" wide X 18" minimum depth trench
_11
e '
or wall shoring.
RAINFALL @ 2" /HR. / 1/4" FALL/SF
b- Place filter cloth in the trench. La 12" @ top
Q
c- Fill bottom of the trench with 3 4 crushed rock.
II�� I.•
_
p. Cantilever shoring supporting hardscape improvements, foundations or swimming pool within a distance of
UPC TABLE 11.2 CAPACITY = 5,300 SF
d- Form and pour perimeter concrete curb.
� I
less than half the shoring height shall be designed based on at rest earth pressure.
THUS, 4" DIA. SIZE PIPE SHALL BE
e- Fill the rest of the trench with crushed rock to 4' from top of trench.
I
2% MIN. SLOPE q. Depth of embedment of shoring caissons shall not be less than that outlined in CBC Section 1815.5.
PROVIDED
- BOTTOMLESS TRENCH DRAIN
SIDE YARD SWALE AND SILL PLATE CLEARANCE
SITE DRAINAGE / GRADING PLAN
1/4°=1'-0"r1i
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architects
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2821 ..port bald. newpW bench,
cWtMin 92663 (949)673.2643
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