4005 School St 05-105 Demo of bldg1
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(TY OF BAI+fMOO )`X*LM APNLIL'ATION
Prrvait'lr pa: Building Nlootrical t,*k tic.l __ Plumbin8 __i! Fitt 6p(kikfcdAla m Puo1
Ekc.aical: New Servi%;r, -- # of AMPS Addidot %Alwrd ion Chdagc of Scrvict _ Tomputery PA;:
bi(aLunkal: Rssidv%ttial Nui-Rvaidondd Y I Ropluoianaat Ncri . __ (UUa LaYWIL & Fa"gy Cale Rvquited)
PIWUUU4 j NOW Camrardd: ff of FiXWUO I # of WUkf St Stiwtr Liana 4 Vf Uaa Unca _
�lasitblrtylvc,r Rc"vgwt H of WNW aawm 1teFAU — ltcridantw or Commetoial
Qccttl>rsru.'y Type- RaNhIM441 _. C'QMMCr4dl ; Indualriel Tvttil $quart Ftmirbt:
CousUruCgaq, Type: ui EitgYla: �_j IV of Tlwelllns Urfb: _-- label Zrntu (F'EMA forty required for o0w tlt" A)
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Coatrscler Nma dt Address, m C
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(Mist!% Ptovfof anamblp A Loge] Doetriptlod)
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AoadluCCnmpany; _
Adelson; _
Atdlltodlliagiaar; I � YMaat;
Addrm; Ntu - - — --- -
Applicatina it bobby awdo to obten a permit to do ft work sod instalUtioae at iadi"IML 1 notify thit no work or iuuatLhart has oom mascod prior to tho
inwaca of a permit sad that aII work will bs padormW to n4m standards ofr116%n rcgul Ling cassUm ias in this jwiadietiw I uadrnW►/ ttMl a JtgtrAiG
pewit most bo enwrad foe EI.ECUICAL WOUX. p1,l1MRWG, SIGNS, WELLS, POOLS, FURNACPS, IlGq M, HEATERS, TANKS, end
AIR CONDITIONIIIt5, atc.
V WNEWS AM(>`':1 oitti(y %bat all of tho ftuogaing iufareutinn is mcuram and %)ut all work will by doac in complimco with s0 appkabb Las io8ula%4
cwwtntctim and zoning. WARNING TO OWNS&: YOUR ); AI1.M TO MCORD A NOTICE OF COba(EN`Lab tIgT MAY REBUI,T IN YOUR PAYING.
TW)CJEFORMO%QVFN[BNTSTOYOURPROPERTY. WYOU INTEND TO CAITAINMNANCINO.CONSULTPI1fIYOUR 11:M"QRAN
ATTORNEY BUFORE RIIt70R0W(i YOUR N4TICL' OF 4OMlWENCEMENT.
"quitcmmtt of this porniit, them %my be eddiaon■lmtrkdmt ayptieAlcto No to sayduiawy bofoun''di',nt� U� rdt v[
bt sddilivnal permits mquicd fro ' ads" uet vuretual cotitifa mh err walm MAtta twit dittricw, atatP.
e\\�pa�pot�e
r Wui aF eJi is ve a►fiun Owl will notify the owik oY tho property of dtt
T * , a►. SlRuthro o /Agent i A�tt mgtt►twro of Conhacror u, '
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/.33 Lbs/Ft. Min.)
l8 Oz. Nylon Reinforced
PVC Fabric, (300 ps; Test)
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STAKED TURBIDITY BARRIER
(FDOT INDEX NO. 103)
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PARCEL I.D. #16-1930- 5AC- 0000- 0440
1. EROSION CONTROL PLAN'
#16 -19 30- 5AC- 0000- 044A
a) A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE PREPARED BY THE CONTRACTOR. /) /j
Post Options Wood 2J"Mtn. 0 CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS #1 6 — 19 30- 5AC — Q Q Q Q — O `f `f B
Wood 2" x 4" Optional Post Positions Prtnciple Post Position OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR
Oak t fx l j" I I (Canted 20' Toward Flow) TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL
Steel 1.33 Lbs/Ft. Min 6' Max• I Filter Fabrlc On 81 ANTICIPATED CONSTRUCTION PERIOD. PROVISIONS MUST BE MADE TO PRESERVE THE INTEGRITY AND #16 -19 3 0 - 5AC - 0 0 0 0 - 0 3 40
conformance With CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED '
Sec. 985 FOOT Spec.) a TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. CONTRACTOR SHALL o
Filter Fabric PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY #16 -19 30- 5AC - 0 0 0 0 - 0 3 4 A
o Silt Flow WITH THE INTENT OF THIS SPECIFICATION. ADDRESS: 39 40 CHURCH STREET
"� �, o ► D) THE CONTRACTOR SHALL PREPARE A SWPPP DOCUMENT IN ACCORDANCE WITH NPDES REQUIREMENTS
OUTLINED BY THE US ENVIRONMENTAL PROTECTION AGENCY AND THE FLORIDA DEPARTMENT OF
ELEVATION SECTION ENVIRONMENTAL PROTECTION.
c) THE CONTRACTOR SHALL PROVIDE CONTINUOUS MONITORING OF EROSION AND SEDIMENT CONTROLS
AND SHALL DOCUMENT ALL CORRECTIVE MEASURES TAKEN.
Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LFJ.
TYPE III SILT FENCE d) THE APPROVED SWPPP SHALL BE EXECUTED BY THE CONTRACTOR AND THE DOCUMENT SHALL BE
KEPT ON SITE AT ALL TIMES FOR REVIEW BY THE OWNER'S REPRESENTATIVE AND BY NPDES
(FDOT INDEX NO. 102) INSPECTORS.
2. STOCKPILING MATERIAL
o NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF
a
DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY, WETLAND, OR STORMWATER
z COLLECTION FACILITY.
i` c m I 3. EXPOSED AREA LIMITATION
f
y o � '°`� �-t-fsar THE SURFACE AREA OF OPEN, RAW ERODIBLE 501E EXPOSED BY CLEARING AND GRUBBING
1 I �{ OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 40 ACRES SO LONG AS
N ° \ THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF —SITE DEPOSIT OF SEDIMENTS.
4. INLET PROTECTION
E) — INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORM RUNOFF UNTIL THE
4' HOG WIRE FENCE 645.01�` �a _�� COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET.
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0 C) o + 5. TEMPORARY SEEDING
AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE DRESSED
FIT V °`° AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE SEEDED WITH A QUICK
o GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT
IS PLANTED, AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. THE RATE OF
SEEDING SHALL BE 30 LBS. PER ACRE.
j4— \ 6. TEMPORARY SEEDING AND MULCHING
SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL
\ ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH
I, MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR INCHES.
Y°9 +r8� P +r 7. TEMPORARY GRASSING
co-, THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO
C g ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
M -U m
< (— (� 8. TEMPORARY REGRASSING
zD
O � co p IF, AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF
r CD rn 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT
rn O r-- a r— TO ESTABLISH THE DESIRED VEGETATION COVER.
O O FIT 9. MAINTENANCE
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z I~ r, ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND
FIT -D \ 6°=1- SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY
_ y -T p WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT.
-Tj Fri
F- M 10. DUST ABATEMENT O
� D 0
J N o s DUST SHALL BE CONTROLLED WITH USE OF WATER AND CALCIUM CHLORIDE.
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0 0�o D 11. THE CONTRACTOR SHALL AT HIS OWN EXPENSE PROVIDE ROUTINE MAINTENANCE ON TEMPORARY-v ��
m EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETED AND ACCEPTED. o s? o y
+�Ra Z �O O ON
+ hfys m CONST. ±3120 LF OF N (/)
EXIStNG WELL TO BE PERMITTED SILT FENCE °� w �`U -{ A
AND ABANDONED BY A LICENSED o m{Fri
WELL DRILLER f A e'*L WIDE DRIVE — 4' HOG WIRE FENCE � 0 9� � � � N � G}DIR�
a W u D E,
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—�4o.or 4' HO WI E ENCE 0° £ ° (INCLU+)ED) /y� SOON /�
a�na n N 6's o a v u 90'08Z p t G9. 4
SCALE: >"=50'
54.'LO'Z nc�'i
EXISTING RESIDENCE
TO REMAIN 4 , OD, P DvtF u / o
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90
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CONST. ±15 LF OF
N 7' /m TURBIDITY BARRIER
6"
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6; 2 '0-( / OVERHEAD POWER
(p� LINES TO BE REMOVED
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30' WIDE SEMINOLE COUNTY (DRAINAGE EASEME �
AND CITY OF SANFORD UTILITY EASEMENT%kI N /
4' HOG WI FENCE \ 0 C,
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Nam?
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LF OF -- 5
BARRIER
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30' PLATTED ROAD (NO NAME ON PLAT)
PER DESCRIPTION
/1
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TURBIDITY
7+,.,—+
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CONST.:04, LF OF
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CONST. t940
LF ofVACATED
''9�
SILT FENCE
s
TURBIDITY BARRIER
CONST.
±340 LF OF
r- EXISTING COX
�Yo-
LUMBER SITE
SILT FENCE
WARNING CADD NAME DATE DEMOLITION PLAN
0 1 DESIGNED BY SMM 2/04
DRAWN BY SMM 2/04
IF THIS BAR DOES — COX LUMBER CO.
NOT MEASURE 1" CHECKED BY DCL 2/04 ENGINEERS , SURVEYORS • PLANNERS • SCIENTISTS
THIS COPY OF Florida License No. 2648
THIS DOCUMENT IS APPROVED BY DCB 2/04 BASS PROPERTY
NOT TO SCALE 1505 East Colonial Drive - Orlando Florida 328�13 .
REVISED BY CHECKED BY DATE '� REVISIONS REVISED BY CHECKED BY FILE: 04— DEMOLITION _PLAN.dwg ' -° � CITY OF SANFORD, "
t.
GRAPHIC SCALE
50 25 0 50
( IN FEET )
1 inch = 50 ft.
LEGEND
i�
FENCE TO BE REMOVED
TREE TO BE REMOVED
LIMITS OF DEMOLITION
■rrrrr�
TURBIDITY BARRIER
u 0
SILT FENCE
ENGINEERING PLANS
PROJECT NO,
I
97-0206.004
DATE
FEBRUARY, 2004
SCALE
SEP 17 7004 1 "-50'
I
Donald C. Bieger, Jr.
FLORIDA P.E. #60857 SHEET 4 OF 14