133 Magnolia Park Trl 04-1601 TrailerWW
CITY OF SANFORD VURMIT AP4'LIc'ATION �hw
" Permit '# : Q�� `�� , Date:
�
Job Address: 9> %r
Q.L.
Description of Work: t✓f�17
Historic District: Zoning: _ Value of Work: $ /5r COD co
.Permit Type: Building y Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Tv~
Mechanical: Residential Non -Residential _` Replacement New _ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures ` # of Water & Sewer Lines # of Gas Lines
Plumbiug/New Residential: # of Water Closets Plumbing Repair — Residential or Conunercial _
Occupancy Type: Residential V", Commercial Industrial Total Square Footage:
Construction Type:, # of Stories: l # of Dwelling Chits: Flood `Lout: _/� _ (FEMA form required for other than X)
/,J ] /fin l - ,3F89SII7E4.1,®
Parcel#: O ��V C�I �� 1� �c� ���� (Attach Proof or Ownership & Legal Description)
Owucrs Natne & Address: 1
tA(-:)
Phone: '-(,.-.CJ��
Contractor Name & Addressl�<<
State License Number:
Phone & Fax
1�3�_-C)JU '��C-% L�s S3leSJContact Person: %C j �_k�t.X��j¢ D Phone
v
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Bonding Company: I -VS,
Address:
Mortgage Lender:
Address:
Arehitect/Engincer:
Address-Tt'N K
Phone: `) i •_�..._.
Fax: aa4_.kP��.--
Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has conuticneed prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc,
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will W done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROP ERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of
that I will notify the owner of the property of till
O 01VnCr/ ,Ctt4 Date
NOTARY PUBLIC STXrE OF FLORIDA
COMMI551UN NO. DQaI330
Me or
Produced ID
Date
At'Pt.(CA"f10NAPPROVED
BY: BIdg:�- I{ ^� d t� Zoning:__Y.}i_3� Oil Utilities:'�j(Io! FD:
(Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
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ESTIMATED 100-YR FLOOD LEVELS: MINIMUM E.E. ELEVATION Ld B c cy- cli y F-11
CE, TRACT Ln < Ir- u
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(WETLAND-1) Ld
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AdICPR* EL.29.54 EL.41.08 EL. 41.10 LOTS DRAINNING TO POND 4,
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REFERENCE BASIN -A BASIN-13 BASIN --A L A\ ID I T < w
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EL. 40. 00 LOTS DRAINNING TO WETLAND K 4.01 0 LLJ W 0
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REFERENCE PINE WAY NOT PLATTED CT- 1`0 <
WEILAND BASIN-13 TFA 0 <
101 STA. CENTER
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FOND 2 UBLE 4 •GP Ljj 0-
80\LONG 0 33-47�7' SKEW z 44
EL.30.00 LOTS DRAINNING TO POND STA.47-31.30 C INV.N,- EL.31.00
F.I.R.M." EL.25.00 EL.30.50 IF �,30 60 INV. c EI_30� 0-
SEM-CO-* EL.23.28 EL.30.1 5*** EL-31.50 LOTS DRAINNING TO WETLAND
102
C 17
1 1 ALL STORM SEWER PIPE JOINTS
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*POST-DEV: POND MAX. STAGE ELEV. GENERAL-_`.QNSTRUCTION NOTES 01 103 SHALL BE WRAPPED WITH FILTER FABRIC, 39- C v
**LOMAR REVISION IN PROCESS B A
1 ALL SITE WORK CONSTRUCTI�)N SHALL COMPLY WITH APPLICABLE CITY OF SANFORD AND
FOOT SPECIFICATIONS 104
***PRO-RATA LK. JESSUP STUDY 2. THE CONTRACTOR SHALL NOTIFY THE OWNERS OF ALL UTILITIES TO LOCATE AND MARK Day. Lag. P4 C
THE LOCATION OF THEIR UTLITIES. SUCH NOTIFICATION INCLUDES CITY OF SANFORD FOR C T 'He
EXACT LOCATION AND INVFR'- ELEVATION OF SANITARY SEWER MAINS, GAS MAINS, WATER
MAINS AND FORCE MAINS, VALVES, ETC. ADJACENT TO THE CONSTRUCTION SITE.
C
31 EXISTING TOPOGRAPHY WAS FURNISHED BY OTHERS AND IS BELIEVED TO BE ACCURATE
HOWEVER THE CONTRACTOR :HALL VERIFY ALL PERTINENT FEATURES WHICH MAY A 36
AFFECT HIS 105 LEGEND:
BID PRIOR TO BIDDING THE :'ROJECT. DISCREPANCIES NOTED DURING CONSTRUCTION WILL RAC 'I'
B C
NOT BE CONSIDERED CAUSE, FOR EXTRA PAYMENT ON ANY OF THE PAY ITEMS IN THE L 0 T 27 1 1?1 r-1 c� 0 C"
CONTRACT. 35 106 c 12 C ELEV. EXIST. GROUND
CONTRACTOR SHALL IMMEDIATE 41
4. IMMEDIATELY NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES A.44.46L40 c -�l 'WALL EXISTING CONTOURS
FOUND ON THE PLANS. I ESE. �47
5. ANY PUBLIC LAND CORNER WTHIN THE LIMITS OF CONSTRUCTION IS TO BE PROM CTED. c c x 0 ------------ 0 PROPOSED MASONRY WALL �T4
AS-BUILTS, IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY __jI
pglog To FINAL AccEpIANcE By THE CITY OF SANFORD, AS -BUILT DRAWINGSREFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY 'S LOCA71ON SURVEYOR 31 CD
I SIGNED AND...SL&LD-1E WITHOUT DELAY BY TELEPHONE. 34 T BOUNDARY
A FLnRIDA D SURVEYOR. -SHALL BL EEQUIRED WITH THE--fQLLUW1Na-1REURKA11QtL' B. MAINTENANCE OF TRAFFIC WILL BE IN ACCORDANCE WITH THE "MANUAL OF UNIFORM c 33 SCS SOILS TYPES
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND THE F.D.0,T. "ROADWAY &41-7 7 10 1 SOIL SURVEY OF SEMINOLE COUNTY, FLORIDA
(A) SANATARY SEWERS AND YRAFFIC DESIGN STANDARDS" DATED JANUARY, 1991 B 116 Lij U.S.D.A. SOILS CONSERVATION SERVICE
II
B
(I.) TOPELEVATION OF EACH MANHOLE FRAME AND COVER 7. THERE SHALL BE ONE COMPACTION TEST PER 2500 S.F. (OR PORTION THEREOF) OF < 0 • 4 A 14 115
PAVEMENT. COMPACTION REOUIREMENTS FOR PIPE BEDS SHALL BE 95% OF MAXIMUM DRY DOUBLE WATER SIERVICE WATER MAINS & APPURTENANCES
MANHOLE STRUCTURE FOR PAVED AREAS. CHECK,�� (2.) INVERT OF EACH UNE ENTERING AND LEAVING EACH 0-
DENSITY FOR UNPAVED AREAS AND 98% VALVE ASSEMBLY:
LjJ B GATE VALVE FIRE HYDRANT ASSUAID
SHALL BE NOTIFIED IN WRITING FOR FINAL INSPECTION.
(3.) LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER -TO -CENTER) 8. UPON COMPLETION OF CONSTRUCTION, CITY OF SANFORD AND THE ENGINEER OF RECORD slgx A > AMBLY 1-TEE AS REQUIRED
x
0 L IM02 BLC�W-OFF 1.-6' GATE VALVE
(4.) ACTUAL GRADE OF PIPE BETWEEN MANHOLES 9. TEMPORARY DRAINAGE SHAI.L BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY 32 40+00 a.34 r 0�1 ASSEMBLY 8 PVC C-900 AS REQUIRED
T FLOODING OF PRIVATE PROPERTY. cr LOT T z 36+00 - I z F.H*
(5.) LOCATE ALL SERVICE WYES FROM DOWNSTREEM MANHOLE WITH DEPTH A < U0 8 :1, TRACT V C Cf b ..-RD _ - RECLAIM SERVICE
10, UNSTABLE MATERIALS SHALL BE REMOVED FROM CONSTRUCTION AREAS AND BACK FILLED o 4,1-A CIJRBam
TT a .14 -NDARD -0. ou C)
WITH SUITABLE MATERIALS, IN CURB
LOT LINE AND DISTANCE FROM THE MAIN LINE FITTINGS w I . '93 ACRES % A INV::W. 7,53 GATE VALVE cz
(6.) LOCATE WITH MEASUREMIRNTS FROM PERMENANT VISIBLE OBJECTS ALL F1 SHALL INCLUDE REPLACING WITH MATCHING MATERIALS. THE DRIVEWAYS. L�, , _ Cr)
POINT TIES) 11- CONSTRUCTION< (D 'ILOW- RECLAIM MAINS >_�
AND ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO PO WALKS, CURBS AND LANDSCAPING THAT ARE DAMAGED OR REMOVED DUE TO CONSTRUCTION. < z -OFF ojl,�*j 7 IXT10-2
THIS WORK SHALL BE COORDINATED WITH THE AFFECTED PROPERTY OWNERS. CL I , �6 46 ASSEMBLY
xm INV.3.3 24L41822
(B) STORM DRAINAGE STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED TLAND 3
ALL
(1,) TOP ELEVATION OF EACH MANHOLE FRAME AND COVER GRATE AS WELL AS ALL MATERIALS AT LAST STAGES OF CONSTRUCTION. C/) (0 0
:D -.4- STORM SEWER INLET AND M.E.S. OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) 13. ANY DRAINAGE PROBLEMS CPEATED BY CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION 0 31 30 29 2 +__=4
(2.) INVERT ELEVATIONS OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, AND NOT ALLEVIATED. SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY, AND THE z Ne, A A CDfrR[L STRUCTURE PROJECT ENGINEER. 0 v L'i
INCLUDING UNDERDRAIN PIPES x n. c CONTROL STRUCTURE AND OUTFACE 00 c
MITERED END SECTIONS 14. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN "TO REMAIN" Lu M Le 6 KffUi!ED Da SECTION
FORCE MAIN
(3.) INVERTS OF ALL (z)
ON THE PLANS. SAW, M.H.
(4.) ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES < X X-X-. _�-x x X X X-X- X SANITARY SEWER SYSTEM
15. PRIOR TO FINAL CERTIFICATION, THE CONTRACTOR SHALL PROVIDE THE PROJECT ENGINEER _x x X X go q 7. - 7.
INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMENANT VISIBLE OBJECTS FIVE (5) COPIES OF -AS-BUILT" PRINTS OF THE RECORD DRAWINGS, N 0 *22'19" E 132, CH N UNK FE CE (TO REMAIN . . . . . . . SEWRAGE :)AN. MAIN
(5.) CLEARLY INDICATING _j 5) 6' c
LIFT STAT10N
TO ALL STORM STUB -OUTS. ANY AND ALL CHANGES Mk)E, AND SIGNED AND SEALED BY A FLORIDA REGISTERED LAND LIJ SILVER LAKES iNDUSTRI/L P ARK EPLA DIRECTION OF SURFACE FLOW
SURVEYOR, AND ONE MYLAR REPRODUCTEILE COPY OF THE "AS -BUILT" DRAWINGS. > CONCRETE MONUMENT
SYSTEMS AND FORCEMAINS LOT T 29 P AT BOOK-46 PA, E 54-
(C) WATER SYS RECOV�R!50 -4"X4- CONCRETE SIDEWALK BIKE PATH
36\ IRA
7
148 1 4 9
L
3,
05 i_�
104 1103 1�
F T;'�, N BRANCHES AND VALVES IN THE RUN. W L 0 T 33 L 0 34 PES #4285
ACTUAL LENGTHS OF PIPES BETWEE L 0 T 32
(2.) LOCATE WITH MEASUREMENTS FROM PERMENANT VISIBLE OBJECTS ALL FITTINGS L 0 T 36
AND ACCESSORIES NOT VISIBLE FROM THE SURFACE ( MINIMUM TWO POINT TIES). 01-18-02
(3.) LIST THE DEPTHS OF ALL LINES AT ALL VALVES AND FIRE HYDRANTS.