HomeMy WebLinkAbout22-5435City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542 BNR-005435-2022
Phone: (813) 780-0020 Issue Date: 01/10/2023
Fax: (813) 780-0021
122MM
Name: LENNAR HOMES LLC-OWN ER Permit Type: Building Now (Residential)
Class of Work: SFR Coll
Address: 4600 W Cypress St 200 Building Valuation: $285,120.00
TA PA, FL 33607 Electrical Valuation: $42,768.00
Phone: (813) 574-5700 Mechanical Valuation: $19,958.40
Plumbing Valuation: $28,612.00
Total Valuation: $376,355.40
Total Fees: $19,955A0
Amount Paid: $19,955,40
Date Paid: Ill 1/2023 7:24:19AM
"o,mm,
Mechanical Plan Review Fee $0.00 Driveway Fee $45,00
3/4 Water Meter Fee (Cato) $732,71 Electrical Plan Review Fee $0.00
Public Safety Impact Fee -Police $254,00 SIF 1 percent Fee $8128
Building Permit Fee $1,465.60 Transportation Impact Fee - City $36.32
Water Connection Residential Fee $1,010.00 School Impact Fee - Single Family $8,328,00
Address Fee $30.00 Park Impact Fee - Single Family/Townhome $769,56
Building Plan Review Fee $180.00 Public Safety Impact Fee -Admin $2635
Electrical Permit Fee $25184 Plumbing Plan Review Fee $0.00
Mechanical Permit Fee $13919 Sewer Connection Residential Fee $2,091
Irrigation 3/4 Meter (Cate) $73211 Transportation Impact Fee $3,595.68
Plumbing Permit Fee $182.56
REINSPECTION FEES: (c) With respect to einspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial Inspection or
first reinspection, whichever Is greater, for each subsequent rein spection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
11!1111 1111 Jill 1, 111;11111 1:111:1111 1 11111 1111111,01111, 1 ill will qp�:1111 I
------ - ------
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed In
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTORMNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
FINITE vqvpm
813-78 -0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
n
Date Received Phon�Contact or Permitting 908 770 _ 7763Owner's Name CAL HEARTHSTONE LOT OPTION PP Owner Phone Number 813574:5700
Owner's Address 23gi5 Pdrk Sorrento, Ste. 220, Calabasas, OA 91302 Owner Phone Number �^
Fee Simple Titleholder Name N/A Owner Phone Number
Fee Simple Titleholder Address NLA
JOB ADDRESS 3�J Garden Wall Way LOT#Q
SUBDIVISION Abbott Square PARCEL IDit
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK Single Family Reside ce t Pool 1 Screen Enclosure 1 Fence
tTtx s> 2376� 1936 1 t3'
BUILDING SIZE SQ FOOTAGE HEIGHT
BUILDING $ 285120� VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ �2768 AMP SERVICE PROGRESS ENERGY W.R. E.C.
PLUMBING $ 28
512
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
GAS Z ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS � � FLOOD ZONE AREA DYES D0
BUILDER COMPANY
Lennar IIonics, L.�CIIRREI
SIGNATURE � REGISTERED �Y 1 N � FY l N
Address
9301 W Boy Scout suite 6001 ompa, FL. 33607 License # CGC1518166
ELECTRICIAN COMPANY Edmonson Electric, Inc.
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License# EC�3005408�
PLUMBER COMPANY Bayonet Plumbing, Heating & AC Inc
SIGNATURE REGISTERED Y/ N FEECURRE-N Y/N��
Address License # GHC042998 _�
MECHANICAL COMPANY Bayonet Plumb�DURREN
ating & AC, inc
SIGNATURE REGISTERED Y/ N FEY I N
Address License# GAC058062
OTHER COMPANY C Sterling Quality Roofing, Inc
SIGNATURE " REGISTERED �[ Y 1 N FEE CURREN Y I N
Address ¢ License # CCG057991
8tll�tti�16981111819tB6�itEii�881i1tB11�NI1&Bi11B81�1119C8B66l9991
RESIDENTIAL Attach (2) Plot Plans; (2) s is of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Planswt Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (IQ) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
*—PROPERTY SURVEY required for all NEW construction.
.oew_,.»on_, eaegtibQ..ea_e
Directions:
Fill out application completely. -
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement is required. (A/C upgrades over $7500)
Agent (tor the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local re ulations, If the
tit
County,
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
•
•
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically inclu e n the applicaton. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
requiring a correction of errors in plans� construction or violations of any codes. Every permit issued shall become invalid
1119011111011 SWORN I
NII 11 • - I WIND •
--- - ---------------
W-RIA, I OR, z I ME i
OWNER ORAGENT
Subscribed and sworn to (or affirme(
jo2v,,22 by _ Christopher Sty
Wha is/are porsonaa� known to me r
as
me
_Notary Public
Commission No.—GG 296057
Stephanie Farmer
Name
a.
$TEPH"FAWR
X.t -
A2023
4, 1
Subscribed and sworn to (or affirmed) before me
10127=22 by ChrNtontipr1mith
Who istare personally known to me or has/have produced
as identification.
_Notary Public
Commission No. GG 296057
Stephanie Farmer
Name ofN
- 6 - 7, 1 '-C-) I - 1-))
VR/\
VIRTUAL REVIEW ASSIST
Private Provider
Plan Compliance Affidavit
Private Provider Firm: Virtual Review Assist, Inc.
Private Provider: Debra Anne Klahr, BU 1967
Address: 747 Southwest 2,d Avenue
Gainesville, FL 32601
Phone: 813-391-2959
Email: r qt11gyiewassist,com
,1L
Project: New SFR
Address(s): 36548 Garden Wall Way
I hereby certify that to the best of my knowledge and belief the plans submitted were reviewed for and are in
compliance with the Florida Building Code and all local amendments to the Florida Building Code by the
following affiant, who is duly authorized to perform plans review pursuant to Section 553.791, Florida Statute
and holds the appropriate license or certificate:
Name: Debra Anne Klahr
Plan Sheets: CS,1,2,3.1,3.2,FI,4,5,6,7,8, SN, SNI,S3,S4,S5,SS, DI,WP,PAI.0,PAI.1,PAI.2,PAI.3,PAI.4,
SHI.0,SHI.1,SHI.2,SHI.3,SHI.4,SHI.5
Florida License/Registration/Certification #(s) and description:
FS468 Certified Standard Plans Examiner
License #: PX2300
Signature of Reviewer:
SWORN AND SUBSCRIBED before,%e by Debra Anne Klahr
being personally known to me ---- or having produced as identification
and who being fully sworn and cautioned, state that the
foregoing is correct to the best of his/her knowledge or beli f
I ' -, 1 1, ncV
Signature orNotary V Print Name
. .11.1
. . . . . . . . . .
\/-RA
v I R FUAL REVIEW ASSIST'
Notice to Building Official of
Use of Private Provider
Effective January 20, 2003
Project Name: -N
Services to be provided: Plans Review X Inspections
Note: If the notice applies to either private plan review or private inspection services the Building
Official may require, at his or her discretion, the private provider be used for both services pursuant to
Section 553.791(2) Florida Statute,
I Steve Smith , the fee
owner, affirm I have entered into a contract with the Private Provider indicated below to conduct the services
indicated above.
Private Pr;#vider Firm: VIRTUAL REVIEW A 0
Private Provider: DEBRA ANNE KLAHR
Address: 747 SW 2ND AVENUE - SUITES 1
Telephone: 813-376-3088 Fax: N/A
Email Address (Optional): deb@virtualreviewassist.com
I have elected to use one or more private providers to provide building code plans review and/or inspection
services on the building that is the subject of the enclosed permit application, as authorized by s. 553.791, Florida
Statutes. I understand that the local building official may not review the plans submitted or perform the required
building inspections to determine compliance with the applicable codes, except to the extent specified in said law,
Instead, plans review and/or required building inspections will be performed by licensed or certified personnel
identified in the application. The law requires minimum insurance requirements for such personnel, but I
understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I
have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance
and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the
local government, the local building official, and their building code enforcement personnel from any and all
claims arising from my use of these licensed or certified personnel to perform building code inspection services
with respect to the building that is the subject of the enclosed pen -nit application.
I understand the Building Official retains authority to review plans, make required inspections, and enforce the
applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If I
make any changes to the listed private providers or the services to be provided by those private providers, I shall,
within I business day after any change, update this notice to reflect such changes. The building plans review and/or
inspection services provided by the private provider is limited to building code compliance and does not include
9-
Permit No«
Date Permitted 1-Z—e
Builder Na Name ka,tvv, control
t
County Pe i No. Sob iv. a 4{f l
Address/Location ,
Classification/Ty pe of lase
TRANSPORTATION IMPACT FEE Rate Sq� Ft Unit.
Exempt Yes No How Determined
Impact Fee Amount Zane No. TAZ:
SCHOOL IMPACT FEE
Account (56) Single -Family Detached House Amount
(057) Mobile Home
(058) Other Residential
(12) Collection Fee
Exempt Yes = No Flow Determined,
PARKS AND RECREATION FEE
Land Account Land Credit land Total
Recreation Account Recreation Credit Recreation Total
Zone Total Amount 5
Exempt =Yes , = No flow Determined
Land account Land Credit Land Total
Facility Account Facility Credit Facility Total
Exempt Yes No How Determined Total Amount
RESOURCE FEE ERU
Total Amount
Checked By
BATE RECEIVED BY
RECEIPT NO DATE BY
review for fire code, land use-, environmental or other codes.
The following attachments are provided as required:
1, Qualification statements and/or resumes of the private provider and all duly authorized representatives.'
I. Proof of insurance for professional and comprehensive liability in the. amount of $1 million per
occurrence relating to all services performed as a private provider, including tail coverage for a minimurn
of 5 years subsequent to the performance of building code inspection services.
(signature)
Print
Name:
Address:
Please use appropriate notary block.
•
IN
Individual
B efore me, this day of
20_, personally
appeared
who executed the foregoing instrument,
and acknowledged before me that same
was executed for the purposes therein
expressed,
Corporation
Print Corporation Name
By:
(signature)
print
Name-Shristokher Smith
Authorized Acient
Address:-ZQQ��.
Miami, FL 33172
Telephone
No. 813-574-5700
Corporation
Beforeme,this 22ND day of
M-AY, 20 �22
personally appeared
Of
Lennar Homes LLC a
corporation, on
behalf of the state corporation, who
executed the foregoing instrument and
acknowledged before me that same was
executed for the purposes therein
expressed.
zm=
Print Partnership Name
By: -
(signature)
Print
Name:
Its:
Address:
Telephone
No,:
Partnership
Before me, this day
of 120—
personally appeared
partner/agent on behalf of
a partnership, who executed the
foregoing instrument and
acknowledged before me that same
was executed for the purposes therein
expressed.
Personally known X ; or Produced identi cation_ Type of identification produced
Signature of Not z=�Print Name --ASHLER -CALLAHAN
Notary Public Stamp:
ASHLEE CALLA Afd
lorida
y Pubftr State of
Commission Expir s� NOW F
G6 244456
E5(plf'ai N®Y 30,2022
NOVEMBER 2022
�Eft 8-0'd th h N600nmt %Ary
Page 2 of 2
I —COI MERR
IAL
FaRMWIP0, f FLIMMM—IM2 11
FIRE MARSHAL #01 -
mlzff1 T
WIluilding
E:],Inspection Only
W Plumbing
M
WMechanical
El Jn�peqi�n P�ly
Medical Gas
�Electrical —AMP
E]
E] Fire Sprinklers
On Site Piping
mill
E] Irrigation
E] Fire Alarm
Potabliii e Backflow Assembly
Ej Fire Linit e flackflow Preventer
E] Irrigation Backflow Assembly
emolition
Walk-in Cooler
Ej Refrigeration
Grease Trap
-----------
e Construction: V-8
Risk Category: I Occupancy Load
ancy Classification:
OrTac
'Assembly Business Day Care/Educational
Hazardous Institutional E] Fercantile
EI M
Residential
Storage Elutility
[];Storage
Building Use: Single Family
Alteration I Level I [E7, Level 2 I[Level 3
VNew Construction E] Interior Finish E] Interior Remodel El Exterior Remodel E] Addition El Revision
Overall Size:
Number of Stories:
Total Sq. FL:
40 x 65
1
2372
Living Area:
Covered Area:
# of Bedrooms: 4
1936
436
# of Baths: 2
Cost per square foot:
Estimated Value:
Roofj)T)�e: NZ Shingle
[Tile :—:_ El Builta-u El Metal Other Squares: 26
Zoning:
-T W10orne Debris: Energy Code:
Elilnside 405-2020
Outside O
Flood Zone: X
�No
Base Flood Elevation:
Finish Floor Elevation:
Hydrostatic Vents? JE1 Ws
Sq. Ft, Enclosed Space Below BFE:
# of Vents:
Size of Vents.
Total Sq. In. Permanent Openings
Central A/C
Heat —Pump E] Window A/C
has AIC
[ has eat Ej Electric Heat
On Site Piping
Sanitary Sewer Storm Sewer Catch Basins
Potable Water Underground Fire Line
Setbacks
Front Rear Left Right
21 Asper Approved Site Plan
Comments:
DEscRl�rlt��a: LOT 4, BLoa<1o.A$Or SQUARE PHASE iB, si�E
ACCORDING TO THE PLAT THEREOF, RECORDED!N PLAT BOOK 89,
PLAN
PAGES 57-62, OF THE PUBLIC RECORDS OF PASCO COUNTY, (NOT A SURVEY)
i
FLORIDA.
rv- PROPOSED ELEVATIONS AND GRADING hIs SITE PLAN Prepared Ni and Certified
70:
Lenrrrr Hamel
SHOWN HEREON ARE TAKEN FORM THE
ENGINEERING PLANS OF
'ABBOTTSQUARE RESIDENTIAL', PREPARED
BY'WRA' PROVIDED BY CLIENT
LOT
GHQ SO, FT.
LIVING AREA
IJ3_6, ,m,SO. FT.
PORCH -
24 SO. FT.
GARAGE
- 4t6 SO FT.
COVERED LANAI
_NIA SQ-FT,
PATIO
= 2_SQ. FT.
POOL AREA
,....,_..,SO, FT.
CONC_DRIVE
547 ..,,_SO. FT.
A/C & CONIC PAD
= 7 _SO. FT,
SIDEWALK=
29 _SO. FT.
LOTSOD
= t,,,VAR SOL FT.
R/WSOD
`...(1 &_SO.FT.
LOT OCCUPIED
Dr
AREA TO IRRIGATE
YE
0 = 2" OAK
* = 10,00PUBLIC UTIL6'Y EASEMENT
TW - TOP OF WALL
BW = BASE OF WALL
LEGEND:
�= PROPOSED DRAINAGE FLOW
(00,00) PROPOSED GRADE
E-00.00= EXISTING GRADE
NOTES:
LOT GRADING TYPE =A
PROPOSED PAD ELEVATIONS 111,80'
FRONT SETBACK 20'
SIDE SET BACK= T5
SIDE SET BACK (CORNER LOT) =10'
REAR SETBACK= 15
PROPOSED:
MINIMUM FLOOR ELEVATIONS:
LIVING AREA: 1 12.47'
GARAGE AREA:
ELEVATIONS REFERENCED TO
NORTH AMERICAN VERTICAL
DATUM OF 1988
ALL ELEVATIONS REFERENCED
TO NORTH AMERICAN
VERTICAL DATUM OF 1988
(NAVD 88)
A'
SEC. 4; TWP. 26 S, RING 21 E.
PASCO COUNTY, FLORIDA
(ABBOiT SQUARE)
Sole: 1 " = 20'
A ' N 89.48'04 E IP) 55 00 (P) ; -. ' 5' CONIC WALK.-
JO
b' r
3'
CONIC `
WALK
.i
MI
w 45ENTRY
PROPOSED o
1 STORY RESIDENCE
PLAN 1941 m
m N,� ELEV'S I'
GARAGEL
LOT 3 ")6 =
LOT 4 — LOT 5
BLOCK 10 BLOCK 10 iS BLOCK 10
a o
i
7.5 1 40.0' 17.5'
L✓ � PATIO —
2 TXZ T
p IC/SA/C N !
`E
lYT ',0 S 89'4804' W(P) 55.00' (P)
A
� TRACT "B•5"
(CDDj ACCESS/DRAINAGE/
p LANDSCAPE/ WAIL
MAINTENANCE AND FENCE AREA;
OPEN SPACE
APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY NO. 120235
SURVEYABBREVATIONS
(MAP NUMBER 12101G-0289T) EFFECTIVE DATE: 09/26/2014
-
T ARCENGTI-
(D) - OPEN
INV-MEE
PC -PON OF CURVE
(RI RECORD
LEGEND
AFC Q NRCONDFIONER
DF DRAINAt AS.MENI
L9 LiC LASED 9USNESS
FCC POINT OF COk POUND CURVE
RNG -RANtE
f
VINYL i-ENCE
AF-ALUMNUM LACE
SAIL,
8F-SAS r.000.LEVAt
ON
EL OR ELEV t tVATION
FOP EDCFO AVEMEp-
--tANDSCA FEASEN�N
LFE-tOWF4 ELNOR ELEVATION
PCP P MAnENT CONTROL POINT
un- RQOL.CIJIPMEb,
RRS-RAlt ROADSPIKE
RAX/aR C+iTQF WAY
"GONG
�-- »-�-
3M- MAPY
5M- EA$ M NT
lSF L`CENSEDS ;RVEYOR
ICE- AGE
SPC=SFC"ItiN
WOODF.NCE
C UVE
/C _ENCE CORNER
IN)-M MEASURED
III IN ION
S CT
SNS.DxSET NArt AND DISK
,ASI,iRt: ^-^^
'�';�"
, -^
(C 7 CALCU t c
a C.NTERL N
'IT
LT=C!APJ INK —NO'
ECM FOUNL CONCRETE
MONUMf NI
FI FouND IRON PIPE.
MES-M' ERED ENO AFCT,ON
NICE -NO CORNER tUND
CIA -OVERALL
RE -ARKERKA.:ON
R NEOfRTY LINE
POB PONT OF BEGINNING
„f3AFt H3
Siq-svi/21.2ON RODLBR O?83.
ISM-IFNI HENCN MARK
"
=dRiGK -`---lt^--k---
C.+FlrN LINK FT:NCE
CMP-^ CORRUGATD MEI'Al N
PS-ORUND NN ROD
O_HW_ OV-21.;4b \z'YRCiS
PQC IOIhi C) COMM hC�`M'eNT
OR,
TOO—TOPO SANK
co' -COLUMN
CON,=C.,CR_`,.
ENSD-EOUNDNAi. h INSK
OR. a0 CALRECORDS
FOL ION ON LINE'r}yp
FiOWM1ISH.P
A nme", FSNCE
C/S-CONCRETE S:A9
f P-FOUNDOICINPIPC
it A+
PRC PONT O'-REVERS CURVE
1-c,-UTUYEASEMENT
=CtJVtRFO
\A _
ESTr CLEAR SIGHT TRIANGLE P `MOUND ILLICIAL IT Pr I P9-PrAi BOOK .Rh I ERMANWT REFERENCE MONUMENT VF^VINYL COKE
LOB H5823 SURVEYOR'S IRPOTE,i: SURVEYOR'$ CERTIFICATE 1708 Water Oak Drive ,ice^ e4
1.) Current title information on the subject property had not been .This certifies that f the hereon described Tar on S tin s Florida
Date of Site Plan B 10 22 "IN � p p 9
furnished to Initial Point Land Surveying, LLC at the time of this property we unr�c�i4tX1 upeivision and Phone: (727)-$31--1990
JWG AS-Prila-L4aL1 aS!7L SITE PLAN meets thq�R Ic e ri y?, Practice for FloridahLS7123C�gmalLcom
2.) This sketch was prepared without the benefit of a title search. A �o
survey s> j kard of Land LB# 8183
No instruments of record reflecting ownership, casements of ry r i e"i;11 _ Did ,r
File rights -of -way were furnished to the undersigned unless otherwise t � ���ih g
shown hereon. '+$'
Drawn by DJB 9_) Roads walks, and other similar items shown hereon were taken y� n {a t 17 47 T)
Statye50' ""
Checked byJY. from Engineer ing plans and are subject to survey, -� %$111 '�} .8.3 m
4.) This SITE PLAN does not reflect nor determine ownership. s ��y,, A��.
RElYPS1Y2PJ5 E + ''vrsxl ��F?Yclt
8,) This SITE PLAN is subject to matters shown on the Plot of le
.) DimTSOUARE PHASE IB" JeffM
thereof.
Dimensions shown hereon are in feet and decimal portions FLORIDAl 6gdtl RAND
thereof NNtXIS�
7.) Contractor and owner are to verify all Set backs,build ing MAPPER
dimensions, and layout shown hereon prior to any construction, NOT VALID WITHOUT THE ORIGINAL
and immediately advise Initial Point Land Surveying, LLC of any SIGNATURE AND SEAL OF A FLORIDA
deviation from information shown hereon. Failure to do so will be LICENSED SURVEYOR AND MAPPER Initial Point Land Surveying, LLC.
rx, r
TYPE A 71f '1111-11',
Uj
YFF:113.07
TYPE'A j
FF:121.47 FF:114.17PAD:110.80 PAD;113.5005 14 13 12 11 0 9 6 3 2 2I'V5 IFSHEETSSLESSTHAN22':
/i ,
r,
o cmv » ; 113.18 USE GRAPHIC SCALE
Structure Table Structure Table Structure €rrbde
' " ( SD4-6 SD4-17 SD7-25
o r'' • 4' MANHOLE TYPE 9 CURB INLET TYPE 9 CURB INLET
EOP:107.27 EOP:106.63 EOP:99,03
RIM:107.27 RIM:206.46 RIM:98.86
112.52
42" RCP(N)IE:92.30 24" RCP(E)IE:99.30 24" RCP(W)IE:92.54
5 14 13 12 10 9 8 7 6 S` 3 21 ct, 36"RGP(S)Ift96.08 18"RCP(SW)IE:99.80 18"RCP(Nf)#E:93.0,
24" RCP(W)IE:93,80
TYPE'B` TYPE'B' TYPE'B' 111.$7 SD4-18 SD7-26
a SD4-7 TYPE 9 CURB INLET TYPE 9 CURB INLET
FF;109.27 FF:110.77 ca FF:111.67
c L'` TYPE 9 CURB INLET EOPA06.01 fOP:99.30
24
PAD 108 60 `° a PAD 11100 ' - 18" RCP @ 0.30%
PAD-
m i EOP:108.10 RIM:105.85 RIM:99.13
SD4-10 RIM:107,93 CP(SW)IE:93.1
-r J
o 36" RCP(N)IE:96.18
-
- - - - - . 36" RCP(S)IE:96.18 SD4-19 SD 29
c3 cr �
18" RCP{SE)If:1fl4.60 TYPE 9 CURB INLET 9 CURB MLET
EORuW&Vft 109A1 E 101.42
m
' 4MAMAtsi4-8 RI ? :9 24 RI 0126
(W)
���`��'� HOLf S$" ftCP(N)tE. sJ4.7� 1 ' CP(W)if:97.22
21 FQ#i °n 01. 22 i 2 436" RCP @ 0.30-/ -Q£3' �0� EOP;114,68 18" CP(NE)IE:97.2:
ems,
r , ,
52` - 36" RCP @ 0.30a/a r� 110.50 ' RIM:114.68 SD ¥-31
" r " 36" RCP(N)IE:96.$3 0-30
30" RCP(W)IE:97,33 EOP:100.02 TYPE 9 CURB INLET
o �a 18" RCP(S)IE 105 78 R€M:99.85 EOP:101.93
o ;f 18"RCP(S)IE:95.56 RIM:101.76
-------pj-----._-.--- �--"-----0_- 4 C
---' ..-------
_ SD4-9 18" RCP(S)IE:97.7
Y o r TYPE 9 CURB INLET SD4-35
i eff TYPE 9 CURB INLET SD8-5
co EOP:110.86
o EOP:99.93 TYPE 9 CURB INLET
" III RIM:110.70
18" RCP{N)IE:10653 RIM:99.77 EOP:107.66
RCP @ 0.30% : .
I ) 1$" RCP(E)If:106.53 24" RCP OFE;94.98 RIM:107 50
YPE'B' } TYPE W TYPE W TYPE W TYPE'A' TYPE 'A' TYPE `B' 18" RCP(N)IE95.48 36" RCP(S)IE:88.60
:105.47 ( '4 FF:110.77 FF111.37 FF:111.97 FF.112.47 r FF:112.57 FF:112.57 36" RCP N IE:$8.60
�1- ;, l SD4-10 ( }
1:104.$0 ' ( PAD:110.10 PAD;110.70' PAD:111.30 PAD:111.80 PAD;111.90" PAD;111.90 TYPE 9CURB INLET SD7-12 18" RCP(W)If:103.4
EOP:110.86 TYPE 9 CURB INLET
18 I i 1 2 3 4 5 s R#M:110 70 EOP:97 22 SD$-6
i C RIM:97 06 TYPE 9 CURB INLET
Tw:111.g7 18" RCP(W)IE:106.60
I TW:114.67 TW 113.14 TW:11z.81 rV✓:111,84 1w:111.5 24" RCP{W)IE:92.50 EOPA07.55
$w:11MI 8w:11116 BW:111J2 9WA11.13 BW:11Q.2
1 ( SD4-15 18" RCP(NE)IE:93.00 RIM:107.38
254 36 RCP @ 0 30% TYPE 9 CURB INLET 36" RCP(S)1E:88.75
42--109.09 _, w., „, ,,,,,,,,,,,,,, _,,,. ,-. _,.. .,,., ,,,,.,, ,. SD713
w;
EOP:108.90 - 36" RCP(E)#f:$8.75
RIM:108.73 TYPE 9 CURB INLET
1„ RETAINING WALL #8 P:97.29 SD8-16
R :97.12 TYPE 9 CURB INLET
SD4-16 1 RCP(SW)1E:93,08 EOP:107.69
4,61=109.43 4 TYPE 9 CURB INLET RIM:107.53
sn> EOP:109.38 18" RCP(E)IE;103.4-1
1 RIM:109,21
? ; 30" RCP(E)E:98.14
18RCP (S)IE. 104,68
24"° RCP(W)E:98.64