FLD2003-09048 (2)
FLD2003-09048
HOMELESS
EMERGENCY
PROJECT INC.
1211-1215 N BETTY
LANE
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It's the Law!
1-800-432-4770
Sunlhlne stat. One Call of florida. Inc.
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NOV 0 6 ZU03
Wade-Trim Inc.
4919 Memorial Highway Suite 200
Tampa. Florida 33634
Ph.. 813-882-8366 Fax.. 813-884-5990
CERTIRCATE OF AUTHORIZATION NUMBER:3952
SITE PLAN t\PPROVED
CASE # FL9 2..O0~ .. 0 ,-o+i
CASE TYPE ~J ~
DRe DATE 10 ~ ~3
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PROJECT NO.
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ENGINEER OF RECORD
MICHAEL E. RICE. P.E.
P.E. I: 23970
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SEC170N /~ TOWNSH/P 29 SOUTH, RANGE /5 EAST
P/NELLAS COUNTY; FLOR/OA
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COURT
MalnON .laP
M'OAk DESCRIPTION:
PINE BROOK SUB DIWSION UNIT Nt/. .2, BLOCK E; LOT 16 AS PER AlAP
OR PLAT THEREOF RECORDED IN PLAT BOOK 2~ PAGE 71 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, R.ORIDA. (1215 B~ LANE)
SURYEYORY NOTES:-
I.
B&4RINGS SHOWN HEREON ARE ASSUAlED AlERIDt4N HOLDING THE SOUTH
BOUNDARY LINE OF LOT 1-1 PINE BROOK SUB DIWSION UNIT Nt/. 2
BLOCK EAT S 88"J~'o2N W
UNDERGROUND IAlPROVEAlENlS, UTILITIES AND ENCROACHAlENlS, IF ANY,
flAVE NOT BEEN LOCATE/}.
REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS EAlBOSSED
WITH THE UNDERSIGNED SURVEYOR:> S&4L.
RELD WORK COAlPLETED 8-1-1-01. FOUNtJAnON LOCATED 5-19-03.
LEGAL DESCRIPTIONS SHOWN HEREON WERE PROWDED BY THE CLIENT.
THE SUBJECT PROPERlY flAS NOT BEEN ABSll?ACTED FOR &4SEAlENlS,
RIGHTS OF WAY OR OTHER AlATTERS OF PUBLIC RECORD IN THE
PREPARATION OF THIS SURVEY.
ELEVATIONS SHOWN HEREON REPRESENT NGVO ~9 DATt/AI. REffRENCE
BENCHAlARK' CIlY OF CL&4RWATER BENCHAlARK H-08.' PK DISK IN
SIDEWALl(, SOUTH&4ST CORNER .k7NGS HIGHWAY AND IAIRAlONT Sll?EET,
ELEv. = 18.-137:
BASED ON AN UVSPECTlON OF ffAlA r:1.R.AI. COAlAlUNIlY-PANEL Nt/.
1205096 0008 a B&4RING A REVISED tJATE OF AUGUST 19, 1991, THE
SUBJECT PARCEL APP&4RS TO LIE UV R.OOD ZONE AE
2.
3.
4-
5.
Ii.
7.
8.
~
SIrE ,8
~ " "MP 18 .t.
.....~ REPROOlJcTION '(),.
~ OF THIS SURVEY BY ANY~
MEANS IS PROHIBITED BY ~
FEDERAL COPYRIGHT LAW
VIOlATIONS ARE PUNISHABlf
S."e.... Swve, Aucciat.
-=- BY FINES UP TO Sl00000
PER OFFENSE, CAlL THe .....
~ SURVEYoR TO OBTAlt.l ~
...LEGAI.. COPIES OF THIS ~fIi.
~ SUAvn, t ~
l~qAL ell,1 ~
~
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CERTIFIED TO.-
E/lE7?n1ODY'S TABERNACLE
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NOV 0 n LUU3
SURYEYORY CERTIFICATE:
I HEREBY CERTIFY THAT THE INFORAlATlON SHOWN HEREON IS A ll?UE
REPRESENJ:4T10N OF A BOUNDAR>'; TOPOGRAPHIC &- ll?EE SURVEY,
PERFORAlED UNDER AlY DIRECT SUPERWSION AND AlEETS THE INTENT OF
THE AlUVIAlUAI TECHNICAL SJ:4NtJARDS AS SET FORTH IN CHAPTER
61G17-0, R.OR/OA ADAlINISll?AnVE CODE; PURSUANT TO SECTION
~72.027 R.OR/DA SJ:4Tt/TES.
GULFCOAS~ ::~VEY 1fSOCt4TES, INt: L.B. 6711
~ --_/ L/4lF
SITE INDEX
(NOT TO SCALE)
/1- 0/--03>
WlLLt4A1 c: WARO
PROR3'SIONAL LAND SURVEYOR Nt/. -1815
SJ:4TE OF R.ORIDA
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DRIP LINE
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~1DIS - lIMn BAARIR
1. IINIUI RADIJS 10 BE I1<<ItfCIED:
A. IWIJWOODS - 2/3 DRIPlM:
B. CDfiRS a Sf&tL PALMS - ENTIE IR'lK.
2. UPRIGH1S - NO lBS 1HAN 'i' x 'i' UIIIIR.
3. HORIltJNTALS - NO lBS 1HM 18 X 48 UI&R.
4. BMRERS StWl. BE l:ICtl;,m NOlI) TREES BEFORE
00NSIRUC1Dl
5. lFRIGHI' POSIS .. 10 BE AT lEAST 4 Fm' IN I.EtCIH WItH A
...... OF 1 FOCJI' MCHORED If GIOJtI) AND 3 Fm 8NE
GROlJtI).
8. BMRERS 10 RBMIN IN Pl.ME UNl1. ALL PAVING. CONSIRUCIION
AND IBW EQtAENf IS our OF IlEA '/;0
FURIJD tfRRMlDI flAY BE OBrAINED FROM lIE lJlI) RESOURCE
SPECWJST Il 562-4741.
lFRIGHI' Z
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PROTECTIVE BARRIER DETAIL & SPECIFICATIONS
N.T.S.
KEY
CA)
.
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REMOVE BUILDING AND CONC. PAD
REMOVE MOBILE HOME (TRAILER)
REMOVE CONCRETE
REMOVE 6' C.L.F.
REMOVE ASPHALT
REMOVE CURB
LEGEND
PINES
DRIP LINE
ENTIRE DRIP LINE
HORIZONrAl.
Z
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Post (Options: 2- x 4- ct
Min. Dla. Wood; Steet
1.33 Lbs/Ft. Min.)
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;., ~ 10 "
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S~'c. 'P
~ BUILDINGS TO BE REMO~D
~ CONCRElE/ASPHALT TO BE REMOVED
PLANTER/WOOD DECK TO BE REMOVED
~" TREE TO REMAIN
." TREE TO BE REMOVED
--# # SILT FENCE
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6. Max.
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ELEVA nON
UPRDfT
TREE PROTECTION
NOTES:
1. lHE CONlRACTOR SHALL TAKE SPEaAL CARE NOT 10 DAMAGE ANY 1REES lHAT ARE
10 REMAIN.
2. ALL lREE ROOT GREATER lHAN 1. IN DIAMETER EXISllNG IN APPROVED AREAS. AND
ORIGlNAl1NG FROM PROlEClED lREES. SHALL NOT BE CUT UNLESS OlHERYt1SE
APPROVED BY lHE ENGINEER.
3. ROOlS OF 1. DIAMETER OR LARGER lHAT NEED 10 BE CUT SHALL BE CUT NEAll Y.
4. SlOCKPILED MATERIALS OR \9tICULAR lRAFFIC SHALL NOT BE ALLO\1ED
0\9 ANY 1REE ROOT SVSTEM.
S. ALL 1RESS lHA T REMAIN IN PROXIMITY OF lHE CONSTRUCl1ON AREA MUST BE
PROlEClED BY 1REE PR01EC11ON BARRICADES MEE11NG lHE MINIMUM STANDARDS
OF' 1HE QlY OF' a.EARWATER. BARRIERS SHALL BE MAINTAINED IN PLACE FOR lHE
DURAl10N OF lHE CONS1RUC11ON.
8. ALL lRIMMING UNDERTAKEN ON 1REES PROlEClED BY lHE LAND DEVEL.OPMENT CODE
SHALL BE PRUNED IN ACCORDANCE WllH lHE NAllONAL ARBORIST ASSOaAllON
(NAA) PRUNING.
BEFORE: PEllUm
1. BARRIERS ARE TO BE EREClED AROUND ALL 1REES ." DBH AND GREATER 10 REMAIN. lHIS
MUST BE DONE BEFORE CONSTRUC11ON. GRADING, OR BEFORE ANY 1REES ARE REMCMD.
2. 1REES.. DBH AND GREATER lHAT ARE LOCAlED WllHlN 10' OF lHE SllE UNDER
CONSTRUC11ON SHALL ALSO BE PROlEClED BY A BARRICADE.
3. lREE BARRICADES ARE TO BE CONSlRUClED AS PER aTY OF a..EARWA TER DETAIL.
DEMOLITION NOTES
1. ALL CONSI'RUCI1ON ON SIrE WITHIN RIGHI'-oF-WAY AND FASEMENr SHALL
CONFORM TO 1HE MEIHODS, srAtDADS Nt) SPE'CIFICATIONS OF' lHE CRY
OF' CLEARWATeR.
2. CONTRACroR 10 OBrAIN APPROPRIATE WORK PERMITS FOR WORK ON SIrE IN
RIGHT-oF-WAVS PRIOR 10 BEGINNING CONSI'RUCI1ON.
3. AU.. DEMOUTION. MCKF1UJNG, EIC. SHALL CONFORM TO 1HE
RECOMMENDATIONS MSHTO T-88.
4. CONTRACroR 10 OBrAIN WRmEN PERMISSION FROM ~ PROPERlY
OWNERIOWNERS PRIOR TO REMOVAL OF SIRUClURES OR EQUIPMENT FROM
~..1 OUISIDE 1HE PROJECT SITE.
5. CONTRACroR TO N011FY AU.. U11U11ES FORIY-EJGHr (48) HOURS PRIOR 10
DEMOUTION AHD/OR EXCAVATION. INCLUDING 1HE I.CXW. GAS COMPANY(S) IN
ACCORDANCE WITH F.5. 553.151. CALI. "SUNSHIfE srAlE ONE CALI.
S'tSJIN- 1-eoo~-4770 so ~T UNDERGROUND U11U11ES MAY BE FIELD
I.OCATED.
8. GENEJW. DEMOUTION CONTRACroR TO COORDIN,\TE WITH OWNERS
REPRESENTATIVE ON AU.. EXISIING ununs AND APPUR1'ENANCES TO BE
REMOVED. IL I.AMP POStS, SPRINICLER HE'ADS, TREES, SHRUBS, EIC.
BEFORE WORK BEOINS. 1HESE fI'EMS MAY BE REUSED IN THIS FACIUlY.
(Canted 20. Toward Row)
SECllON
SlIt Row
TYPE III SILT FENCE
SOt Fence to be paid for under the contract unit price for Staked SlIt Fence (LF).
Note:
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--. .....".
.. .. 'JIP _
T)'Pe III Silt Fence
T)'Pe III Slit Fence Protection
Around Ditch Bottom Inlets.
t
Note: Spacing for T)'Pe III Fence to be In
accordance with Chart 11. Sheet 1 of 3
and ditch Installatfons ot drainage
structures Sheet 2 of 3.
T)'Pe III SlIt Fence
Do not deploy In a manner that sut fences will act as a dam across permanent flowing
watercourses. SOt fences are to be used at upland locations ond turbidity barriers
used at permanent bodies of water.
SILT FENCE APPLICATIONS
N.T.S.
F~
HOMELESS EMERGENCY PROJECT, INC.
1120 N. BETTY LANE
CLEARWATER, FL 33755
(H.E.P .)
DILLIatm
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~~ V - AREA := aJB2Br ACRES
,t~ x ",9 ,(To ElXJE OF LAK~ I ~M'JQf) /Jl7X
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9, ~ APPROXIMATE WAtER SERVICE lOCATION PER CITY OF
CLEARWATER WATER ATLAS. CONTRACTOR TO VERIFY
LOCATION PRIOR TO CONSTRUCTION AND COORDINATE ~~
WITH CITY UTILITY OFFICIALS. .."
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RESIDENTIAL SHELTER II
DEMOLITION PLAN
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.LKCAL DISCIUPrION :
CONS]RUCnQN .NOlES
1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM
STANDARDS SET FORTH IN THE CITY OF CLEARWATER ZONING CODE
AND/OR RELATED ORDINANCES.
2. ALL CONSTRUCTION SHALL CONFORM TO THE METHODS. STANDARDS AND
SPECIFICATIONS OF THE CITY OF CITY OF CLEARWATER AND ALL
APPLICABLE AGENCIES.
3. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR WORK ON SITE AND
IN THE RIGHT -OF -WAYS PRIOR TO BEGINNING CONSTRUCTION.
4. CONTRACTOR TO NOTIFY ALL UTILITIES FORTY-EIGHT (48) HOURS
PRIOR TO DEMOLITION AND/OR EXCAVATION. INCLUDING tHE LOCAL GAS
COMPANY IN ACCORDANCE WITH F.S. 553.S51. CALL "SUNSHINE STATE
ONE CALL SYSTEM" 1-S00-432-4770 SO THAT UNDERGROUND UTILITIES
MAY BE FIELD LOCATED.
5. ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY AND
COORDINATE WITH THE CITY. FLORIDA POWER & LIGHT. VERIZON. COMCAST CABLE.
PEOPLES GAS. ETC. FOR THE REMOVAL OR RELOCATION OF THESE FACILITIES.
6. ALL SOIL EXCAVATION. BACKFILL AND USAGE TO BE DONE UNDER THE
RECOMMENDATIONS OF A CERTIFIED SOIL TESTING LABORATORY.
7. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR UTILITY AND
IRRIGATION CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT
CONSTRUCTION.
S. THE CONTRACTOR SHALL PROVIDE ALL BRACING. SHEETING OR SHORING
NECESSARY TO CONSTRUCT AND PROTECT ANY EXCAVATION AGAINST
COLLAPSING. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING
LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY. PIPE
WILL BE ON DRY. UNDISTURBED SOIL. WET UNSUITABLE MATERIAL
WILL BE REPLACED WITH COMPACTED SELECT BACKFILL MATERIAL. THE
CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE TRENCH
SAFETY ACT CHAPTER 90-96 (DS/SB 2626) OF THE FLORIDA STATUTES
FOR ALL EXCAVATION TO A DEPTH IN EXCESS OF FIVE (5) FEET.
9. CONTRACTOR TO MAKE FIELD ADJUSTMENT. AS NECESSARY. WITH THE
APPROVAL OF THE OWNER. ENGINEER AND MUNICIPALITY WHEN REQUIRED.
10. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM
OF 1929; REFERENCE BENCHMARK. CITY OF CLEARWATER BENCHMARK H:OS.
PM: BROOK SUB DIVISION UNR' NO. 2. IlOCK E, lDIS 15.18 AS PER MAP OR PLAT 1HEREOF
RECORDED t4 PlAT BOOK 23, PAGE 71 or 1HE PtBJC RECORDS OF PINEllAS COUNIY, FlOIID\.
EXISTING ZONING
EXISTING LAND USE
PROPOSED LAND USE
FLOOD ZONE
LOT 16 BUILDING MEA
REMOVED
LOT 15 BUILDING AREA
REMOVED
<'i- I
.~~
BUILDING S~KS:
REQUIRED:
FRONT (TO RAMP)
RfAR (TO STAIRS)
SIDE (TO BUILDING)
PROPOSED:
FRONT
RfAR
SIDE
SIDE
SITE MEA LOT
FAR. MAXIMUM
FAR. PROPOSED
I.S.R. MAXIMUM
I.S.R. PROPOSED
GROSS LOT COVERAGE:
LANDSCAPE/ OPENSPACE
BUILDINGS
ASPHALT/CONC.
TOTAL AREA
PARKING REQUIRED:
REGULAR
HANDICAPPED
SITE DATA
COMMERCIAL GENERAL
THRIFT STORE
RESIDENnAL SHELTER
AE (ELEVATION 11)
PANEL 125096-0008 D
3,261 S.F.
4,974 S.F.
25'
20'
10'
17' STAIRWAY RAMP
47' STAIRWAY
19 (TO BUILDING SOUTH SIDE)
15 (TO MECH. EQUIPMENT SOUTH SIDE)
26,929.96 S.F. (0.62 ACRES)
0.55
0.37
0.95
0.47
-
13,362.54 / 26,929.96
5,008.45 / 26,929.96
7,626.91 / 26,929.98
28,929.96
49.62X
18.59X
28.32X
100.00x
=
=
=
14
2
(ONE SPACE PER 2 RESIDENTS)
PARKING PROVIDED:
HANDICAPPED -
CAR PARKING -
TOTAL SPACES -
DII..IIGItm
.. OAK TREE
. PALM TREE
. PINE TREE
. CITRUS TREE
o UNIDENIfIED TREE
f
1- lit
.... BMt
.. MER
.... lEI
- -
-
-
...
...... u ..
----
2
14
16
.L.EG.EWl
PROPERlY UNE
EXlsnNG CONCREI'E
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED STAIRCASE LANDING
PROPOSED STAIRCASE
PROPOSED TOP OF IMK
c:::::::a PROPOSED CONCRETE WHffi STOP
~~ SILT FENCE
C TREE BARRICADE
D
~
~
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-
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-
.
1-
HOMELESS EMERGENCY PROJECT, INC.
1120 N. BETTY LANE
CLEARWATER, FL 33755
CONS'I t(U(; I fON IN t(uw NO.II:.:::S
1. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%).
2. ALL RIGHT-oF~AY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA
UTILITIES ACCOMMODATIONS GUIDE.
3. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH CITY OF CLEARWATER
DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES SHALL BE PER THE FOOT MANUAL OF SAFE PRACTICES:
REFERENCE FDOT INDEXES 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC
DESIGN STANDARDS LATEST EDITION.
5. A "MAINTENANCE OF TRAFFIC PLAN" SHALL BE SUBMITTED PRIOR TO THE
COMMENC~MENT OF RIGHT OF WAY CONSTRUCTION WHENEVER ONE OR MORE OF THE
FOLLOW I .\1G COND I T IONS APPLY:
A- A snEET I S CLOSED TO THRU TRAFF I C FOR PER 10DS EXCEED I NG
FIFTEEN MINUTES.
B- ONE PHYSICAL LANE SUPPORTS ~AY TRAFFIC MOVEMENT.
C- TRAFFIC LANE(S) NORMALLY DESIGNED TO HANDLE MOVEMENT IN
ONE DIRECTION ARE BEING RECHANNELED TO ACCOMMODATE AN OPPOSING MOVEMENT.
6. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN ONE (1) DAYS AFTER REMOVAL
AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN
EXISTING SIDEWALK IS REMOVED , IT IS TO BE REMOVED TO THE NEAREST
EXPANSION JOINT.
7. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT.
S. SA~UT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB.
9. ALL DISTURBED AREAS WITHIN THE RIGHT OF WAYS SHALL BE COMPACTED TO 100%
MAXIMUM DENSITY. RESTORED TO ORIGINAL CONDITIONS. REGRADED AND SODDED.
UAIMTENAN~I=" OF TRAFFIC:
1. IMPLEMENTATION OF ALL TRAFFIC CONTROL PROCEDURES SHALL BE IN
ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (JAN. 1994
OR LATEST EDITION). SPECIFIC STANDARDS ARE OUTLINED IN INDEX 600, 623.
AND 660. PROCEDURES SHALL ALSO BE IN COMPLIANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD 1988 OR LATEST EDITION). THE
F.D.O.T. STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES (1991 OR LATEST
EDITION) AND APPLICABLE F.D.O.T. SUPPLEMENTAL SPECIFICATIONS.
2. THE APPLICANT MUST NOTIFY THE LOCAL ROADWAY MAINTENANCE OFFICE 4S
HOURS IN ADVANCE PRIOR TO STARTING ANY WORK.
GENERAL NOTES:
1) ALL CONSTRUCTION ON SITE & WITHIN THE RIGHT -OF -WAY AND EASEMENTS
SHALL CONFORM TO THE METHODS. STANDARDS AND SPECIFICATIONS OF
CITY OF CLEARWATER AND ALL APPLICABLE AGENCIES.
2) CONTRACTOR TO CLEAR. GRUB AND REMOVE ALL DEBRIS ON SITE AND
ALL AREAS OF THE RIGHT-OF-WAY AS NECESSARY TO COMPLETE WORK.
3) ALL CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET
FORTH IN THE CITY OF CLEARWATER ZONING REGULATIONS.
4) DISPOSE OF ALL UNSUITABLE MATERIALS OFF-SITE. EQUIPMENT TO BE
DISPOSED OF OR MOVED IN ACCORDANCE WITH INSTRUCTIONS OF
COMPANY REPRESENTATIVE.
5) ALL MATERIAL EXCAVATED THAT IS SUITABLE FOR FILL UNDER PAVING.
OR LANDSCAPING AREA. IS TO BE SPREAD AND COMPACTED IN
LOCATIONS DESIGNATED BY THE ARCHITECT/ENGINEER.
6) CONTRACTOR SHALL PROVIDE FDOT TYPE D CURB ALONG ALL
LANDSCAPED AREA.
,.I.
-
-
r.a
I-
11. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION.
ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE
PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES. SOD. STONE.
ETC.. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY THE
CONSTRUCTION PROCESS.
12. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAP.
PERIMETER BERMS. FILTER FENCES. BERMS SEDIMENT BARRIERS.
VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP
SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO
ADJACENT PROPERTIES. OR INTO EXISTING WATER BODIES. MUST BE
INSTALLED. CONSTRUCTED OR IN THE CASE OF VEGETATIVE BUFFERS.
PROTECTED FROM DISTURBANCE. AS A FIRST STEP IN THE LAND
ALTERATION PROCESS.
13. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL
BE CHECKED REGULARLY. ESPECIALLY AffiR EACH RAINFALL. AND WILL
BE CLEANED OUT AND/OR REPAIRED AS REQUIRED.
14. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING
CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF
SEDIMENT MATERIAL TO WETLANDS AND CHANNEL AREAS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS
THAT MAY BE REQUIRED.
15. CONTRACTOR TO VERIFY ALL PLAN DIMENSIONS AND SITE CONDITIONS.
NOTIFY ARCHITECT/ENGINEER TO ANY DISCREPANCIES BETWEEN
SITE CONDITIONS AND INFORMATION SHOWN ON DRAWINGS PRIOR TO
COMMENCING WORK.
16. ALL CONCRETE TO HAVE A MINIMUM STRENGTH OF 3000 PSI WITHIN
28 DAYS AND TESTED PER CITY OF CLEARWATER REGULATIONS.
17. SLOPES NOT TO EXCEED 4:1 RATIO WITHOUT NOTIFICATION AND
APPROVAL OF OWNER AND ENGINEER.
lS. THIS PARCEL LOCATED IN FLOOD ZONE ttAE" AS PER THE FLOOD INSURANCE
RATE MAP FOR PINELLAS COUNTY. FLORIDA. COMMUNITY PANEL NUMBER
NUMBER 125096-0008 D. DATED 8/19/91. ZONE AE IS AT FLOOD ELEVATION 11.0.
19. MEAN HIGH TIDE AT ELEVATION 1.3, MEAN LOW TIDE AT ELEVATION -0.7. N.G.V.D. 29.
nl .. JIl:.l'( EN.CL n~1 JRI=" Nu II:.~:
1.) WALLS
a.) New construction: maximum 6.-0' high and constructed of concrete block
(S"xS"x16"). Materials used should be consistent with those used in the construction
of and architectural style of the principal building. (Section 3-802 Materials)
b.) Existing: maximum 6.-0. high replacement materials can be made of the same
materials as long as they are made of approved opaque material.
2.) FOOTINGS
8"x16" concrete w/2- 1/5 continuous rebar imbedded.
3.) CONCRETE SLAB
Monolithic. min. 6" thickness w/imbedded 6"x6" / 10xl0 welded wire fabric (W.W.F.),
3000 P.S.!. with fiber mesh reinforcing.
4.) CONCRETE FILLED CELLS
With 1-1/5 vertical rebartled to footer steel at each corner and every 4. O.C.
5.) GATES
Constructed of min. 1-1/2" diameter galvanized tubular steel w/privacy-type slats
inserted in galvanized steel mesh fabric. hinge-mounted on min. 3" diameter
galvanized steel post. (Gfltes and post constructed and installed per applicable
building code by licensed ';ence contractor).
6.) DROP PIN
1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for
rods. In asphalt provide a 3/4" P.V.C. sleeve. 6" long. or equal.
7.) SOIL
Soil bearing capacity to be at least 2.500 P.S.F.
CONCRETE MASONRY WALL CONSTRUCTION
Materials. construction and quantity control of masonry shall be in accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied os specified in UBC. Section 2404 (f).
during grouted masonry work.
1. All reinforcing steel sholl be deformed bars conforming to ASTM A-615,
Grade 60. Vertical reinforcement sholl be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
2. If 0 slab dowel does not line-up with a vertical core, it shall not be sloped
more than one horizontal in six verticals (1: 6).
3. Horizontal wan reinforcement sholl be standard truss type DUR-O-WALL (or
equivalent) at 16. o.C..
4. Hollow Load-bearing Concrete Masonry Units sholl be normal weight
conforming to ASTM C-90. with a minimum compressive strength of 1.900
PSI.
5. Mortar shall be type M or S. in accordance with ASTM C- 270. Place all
masonry in running bond with 3/8" mortar joints. Provide complete coverage
face shell mortar bedding. horizontal and vertical.
6. Coarse grout shall conform to ASTM C-476. with a maximum aggregate size
of 3/8". 8" to 10" slump. and a minimum compressive strength of 2.500 PSI at
28 days.
7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom
course
of all cells to verify grout placement. Clean-outs shall be sealed after
masonry inspection-provided in accordance with ACI 531-4.6, and before
grouting.
S. Prior to grouting. the grout space shall be clean, with no mortar projections
greater the ~". mortar droppings or other foreign material. All cells shall be in
vertical alignment, and shall solidly be filled with coarse grout as specified.
9. During placing. grout shall be consolidated with flexible cable vibrator. First
grout pour shall be stopped a minimum of 1 - 1/2" below the top of the
middle bond beam masonry.
(H.E.P .)
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WEIlAND LINE CONFIRMED BY
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DUMPSTER MEA
ARCHJTEClUAU.Y
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~APPROXIMATE WATER SERVICE LOCATION PER CllY OF
CLEARWATER WATER ATLAS. CONTRACTOR TO VERIFY
LOCATION PRIOR TO CONSTRUCTION AND COORDINATE
WITH CITY UTILITY OFFICIALS.
I NOV 2 0 2003
~
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lle beam with
2-15 rebar continuous
"
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Mfn. , L Y I
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12'
clearance mIn.
-"9 gate (typ.)
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8'
drop pfn
(typ.)
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3000 p.aJ. conc~ slab. with
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w; 2- '5 rebar (typ.)
o
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~ drop pin hole
(typ.)
~
DUMPSTER ENCLOSURE DETAIL
N.T.S.
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SITE PLAN
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4-x4-x4' PRESSURE
TREATED MARINE POST
2-x2-xS- PRESSURE
lREA TED MARINE -
,
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tmf;
All DRIVEWAY/PARKING STRIPING SHALL BE
WHITE WITH THE EXCEPTION OF
HANDICAPPED PARKING WHICH SHALl BE
MARKED ACCORDING TO DETAIL
...!.:... 1'"~ ~Jw.
-:- g., ,~i!""
~ "l 0 ,<P-'"
. 0
=
QyP
-,
~ .
.
4 .
11'+
-~
~""---
""---~
~~~NG 1
(IYP)-~ ~
\-
- ~
V // / / // / / / / / / / / / // \~~ ~
V / \ 8.' Alt.' UAUftII'An nA"'p
PRI-3 EXISI1NG 8 utIf - / ~ ~ ~lAI ~\ IYW '
, · \ RESlDENIW.. 1"':'... / """" ",\ '- ~ ~~
\SHW 4.51 ~ / SHELTER v / \. "\. ~ ," ~ .
FF=11.50 - 48 WI! SEE ARCHI1EC1UIW. PlANS
(AIm RDOR) .-. ~I ---- FOR sr~ DErAIl
)( 1-"'_. 6-1 1. ~ /' ..'
j ~~~:S~~~~~~<,~:~:~~;, :~~ : ~ ·
.:r~lI:~.. .',.b. ..~,;'2I,.I...........,.. .... .. ." .to J
... .. .~..~.-Ai -:.. ".. ~..."'" ........ -r
'.~.': '0 .
l' '.:;~..:";: j" .
x
i'
x
0' 20 10 0' 10 20 40
':rf;>cP~ ~
srJ!E: 1. - 20
108 (RETAINING WAll)
q
B-,
I
-
~
SKIMMER
A
"I
A
-.JS
,
j
N
& OAK TREE
J.EGEHD.
PROPERlY UNE
EXISTING CATCH BASIN
EXISTING CONCRETE
PROPOSED CONCREIE
PROPOSED ASPHAlT
PROPOSED STAIRWAY
PROPOSED WHmCtwR RAMP
PROPOSED TOP OF BANK
TREE BARRICADE
PROPOSED STORM UNE
. PROPOSED CATCH BASIN
~r- SILT FENCE
'1t'}6
g;
II
tP
1,)\ It.; .l
.~~,J t.
t.' .~
x
108 SIE.VENSON CREEK rQ
WEIlAND UNE CONFIRMED
BY us. PAT FRANKS,
SWFWUD), ME'AN HIGH 1IDE
1.3 NGVD 29
(4) 5/8 -x9- S.s. CARRIAGE
BdL.lS NUlS c!r: LOCK
WASHERS
rI
I
B---1
A,.8J~
A,.8S
~ ~
~'
~ ';~~.
........'"1....~ ..ts.r"
.' \~17
/'1it'~i'
~~9'1~~::~~Y - FOOT STANDARDS AND
SPEQFlCA liONS SECllON
530-2.2.2
~
.
I IlL
~
d I '-Y fOOl'
E .-. - G-26
~ 515
.
I
MJJI \ .f)f
@Q)t
~I\
I
.. .t
.. ..~, 6
.. ~1"l ~.
j
10-
4.0' T/B2.0,T/B
TOP OF SKIMMER ~I J
ELV.-5.oo L
BOTTOM OF SKIMMER
ELV-4.25 N.
6.0'
"\1
SECllON A-A
NlS
I TOP OF WEIR 0 TOB - 5.50
~t ~~..w--
S~'&
o 6- x 6- 10/10 W.W.F.
3000 PSI CONCRETE WEIR INVERT - 5.00
SECllON B-B
NlS
rBBI...LBGB
D
~
. .
II)
~
~l; ~
~-.....
x
.
-..&
1.0'
4.0'
1.0'
~.
~.~,
c,
FLUME AND SKIMMER DETAIL (A)
N.T.S.
. PALM TREE
. PINE TREE
. CITRUS TREE
<:> UNIDENnAED TREE
~
~
o
~~~>y..
'Y~
1. .:
xJ
,; .~ :..~ ~.:~ ~:.:~:':.~~~;~:.4~''':~:.;~ ;;:
- .
'2.?>
~.." · ~t\ ~ 2' BERM
~" " 1
,,_ I
~ ~\j
,
EXISI1NG
OVERFI.OW
FlUME (A)
(SEE DErAIL)
1.90 \'
, 1.ArO '
1.00
1.\0
'\'r~
~
~
RIP
r-r-:~ "~I
," d~~'J~
~\:-jP'
I
hO'
p<?
~ 6 .:~. S
6rJl ~ (. 1~') ::~, . ' .. 6" , ~
'6.1 ~.~1 ~ 1.1 ?>1~~~':::' .. ........ ...... '.: . .::. " :::: .'_:. .........~~.. ......" .,. 6.,3
~_~. 0.... ... ...:,.;~::r._..... ....,... ,~....\..tg~'.;,~'~ ".",.- ......:.. '....., , '..A~:"'~"~
6 :~~; , xi. ,~~,~,Z"-"~~~~,~~,,~~~~,,,~
l{> ~ z. /////////(/////
?J ~~~~ ~ PROPOSED 8 UNfT
\ k ..' . ~ RESIlEN11Al.
~. : ~} 1~6 i'~ / SHaTER
l:~:: x ~ ...""" (FIRST FlOOR) / ~
~ tf: ~ / FF-l1.50 /
t.i / /
'0' , -= '6( ~l. ~ V> / / / / / / / / / / / / / / / ~
'61.. .'10 U
' 1x C Of ~4:J _ .I~"'" 10'
~ ~) 1~-._._._._.~MIN ~~ ~
~~ '6n 1. x _ 'K )<, Xi ~. ""'L_
JHHl '0' 19JJ1 "" ~- qiP~ --:""-' _6'\ _ _ -'..LLf/l -L-..?. _ ~j,.\ _ -
mnv 1 f'"llM --
'6'~~ ~:.. ~ 1~ iJ 6) ,o~q ,0.\0 ,0,')
~ I APPROXIMATE f6C/lTON
OF EXISTING FIRE
~ HYRDANT
~ ~'L
EXISTING
CONVEYANCE .L
X~):'r1 (B) (SEE ~\ ~
UODIF1ED DRY \ \
REIEN110N
POND
~,-;
~?
:4
It.'
ll..,. ~'~
,. ~ ,,,,'
{~/~ ,. ~ e,
"{Jln\." J'
~" .
~-C "sit
In\''''
~
A
I
B-,
I
A
-.J
~,.
~
~:~
l'=
8-
:L~
c\.
DRY RETENTION POND DATA
POND NtfA aEV. 4.65 3,209 SF
POND MEA EI.E.V. 5.50 4,325 SF
DHW ELEV. 5.0
TRE'ATUENT VOlUME AVAlLJaL AT DHW 1,129 C.F.
SHW ELEV. 3.5
I
\ ~6~
.
t-~
1,.9 \.~
x
A
-;.1
{~'}1".
""/11""
10
...
~
~.
X
':Y"
X
~,6
t~.~,.,.
FJt,,'i'
.,J\ .~
X
B---1
~
"Oil
2' BERM
,j
FDOT TYPE D CURB
N.T.S.
8' 'I
'" J
:.: ,. l
~9 __~
\'0
\0.
~
~:'-!...., ~.~x-
\)
\0.
".'1',...:, ",
..1',;,;;;.
(\';;'1,#
SEClION A~A
NlS
1.0'
~------
j TOP OF WEIR - 5.50
~t ~O: ,~_
! I gr x 6- 10110 W.W.F. 1
3000 PSI CONCRETE ---1 YtElR INVERT - 5.00
,
SECl10N B-B -
CONVEYANCE FLUME N1S(B) ~
N.T.S.
1.0'
4.0'
1
...1
~
,n.
~
,fl.
rcr'
X
~
SLOPE (SfZ ~)
.. . ~ ...... ...... .6. ... . . ~ .:_...... -. .... ..:.....
.. . L .. .. t:..; . ~ ,A..... ..." ... ..
-1__-. :~-- -.. -_ ~..-_....._.- . .--_e- ..-.-c...r.- .,;.'-
~3.' - ':" --a -.----=-.- :- - .-.- -. : -:-~ --..- -.- - .'. - ----
- - - ~ - ........ - - - - - --~-' -. - -.. -, - ..
. _ _ . ~ .. .,._ .-. _ - - .-_ ~ -.r _ - .1 _ ._.- .- _ . " . _ .
\ \ rr CONCRE1E 3000 PSI
L. CDfIRESSlVE STRENCmt AT 28 DAYS.
REINF' W/_ 110/10 "V.
1r COMPAClED - CQMPAClm 10 ...... .. UCOFIED PROC1OR
WHITE BORDER
" SYMBOL
BLUE BACKGROUND
CONCRETE DETAIL
.
>
W
---1
W
6
5
4
3
i~
r.o.&. . 5.50
-.- ~\
-, T.OJl :- 4..1 i
==-~-2V.
--
PRINCIPAL POSJ' POSR1ON
(CMTED 2fr 10WARD FLOW)
BLACK BORDER
" LETTERS
WHITE BACKGROUND
1 1.-9- t
R//y- $a..-::
~ ~~M
-
-. ~
PARKING BY ·
DISABLED ~
PERMIT
ONLY
AS IfW.T .....
-r- \
N.T.S.
/
lint. ._ ...
___tt.
'"
1 +OOL
0+00
1 +OOR
HOlE: 1URN ENDS OF'
FENCE UPtILL
BLACK BORDER
" lEIlERS
WHITE BACKGROUND
1255 FlNE
F.$. 318.1.
~
cae. .x
~-
_ iiiiiC"'_ ..
~-
........- -
-..x
CROSS SECTION D-D
1" =20' HORIZONTAL
1 "=2' VERTICAL
NO\! 2 n 2003
SILT FLOW
AlL LETTERS
1- SERIES -c-
z"'"
:-eb
~ .
-
FILTER FABRIC (IN
CONFORMANCE WRH
SEe. _ FDCJr SPEC.)
/
'7
+ .. - 2- HOT DIPPED GALVANIZED
, ~ IT '\ ~,f1(",~ STANDARD WEIGHT srm. PIPE
::~..:: .-j i.~
......'\..,:..If ... o. li....If\'".....#~
,;....:6....:: ~ I If ~ ~.....6........:t~
.....Jr".-....-......z J I ......::;"...
,ill~111 ~:,I I.t: -II J ~iW 1--8")(2.-6- CONCRETE MASS.
- .. I It" - FINISH TOP OF MASS lEVEl
- 0 ., I ~ WITH A SLIGHT RAISED WASH
-1111_........... 00 ~ I 00 ~ I - ( APPROXIMATELY 1/2- MfNE
1- ..~ t. . ~ -I ~ lEVEL OF TURF/SOD.
a-. .a-
0" oL.-l ."
"'~ ..r~
~
I
g~~!
~1/1
li
1$
. - ~!
I
<0
I
I - ~...
,.. "IIIMfRC .. il~'
~~
~?i
~~ .;--r-JW"'IJl'"
~l} / .... ~
WI]
~
I~
i!
I
~
fif~
lf;!
R~
r~ll
~-r .
WHEN SIDEWALK IS
10 BE REMCMD WOrt
NEW SIDEWALl( IS 10
BE ADOm. rr IS 10
BE REMOVED 10 1HE
NfARESI' EXPANSION
JQINI'.
i I=M~AlJ(
-=.. I' 2S~
~ ~~.. ':. ..::. : ... .~...: ..' -.... .. ~ .. ~"
~:\~
~~~ (~~~~~g@
~~
SIDEWALK DETAIL
tIlIEi.
PROVIDE 1/1/
CON1ROI. JOINts
. .. o.c., 5' o.c.,
~ o.~.r OR 12' o.c.
" 1/r 8I1UMINOUS
:r~~ ~
SlDEWMJ(J, 50" o.c.
FOR 5' OR GREATER.
c,Fi\L "
!,:~ " '
/"'1. ( ~ '.' ';: ,;;:
'\t..~V~"" ,
~///;;;;;~//////. ..~:,~~~~!;~ V/
~ ~D;.~.::. ~...~-:-?: - ~ :.~..-: .f.,J~!i~;t~',;;:;J' ·
. . ., :-::'':~.,':.~.".,:' :_,: .,:,~ '-,' ,_._J':': '\
\\~1_1/2" nPE '5-1' ASPHALlIC, CONCRETE WllH .,....t.,',. ."st,'"."...,.:,-'OV, A').~ ..:' :.,/~\'
OF 1eGO ILBS.. COMPACTED 10 IS MAX. DENSITY:'/', ,,',
,8 LJMEROCI( ~~ 10 .. MAX. DENSITY .,1 "
MSH10 T-180 (LBR 100) ,...'.
1r COMP~ JUIGRADE. MIN. IS DENSITY
AS1U 0-1557 ILBR 401 .
-.
-
ELEVATION
8' MAX.
I ~i
5 I
if) ~i 10
...
. -,.-
o.JIl _. o.
_ r -
':. -
0.
.
l
,
4 8- t
......
48 1HIQ(, 3000 PSI CONCRETE SIDEWALK
10 MEET FAC AND QTY Of' DUNEDIN SPEaFlCAlIONS
-
SECTION
HANDICAPPED
SIGN DETAIL
NOTE:
All pcMIMftt ~ to be thennopIcIdc.
TYPE 'S-l' ASPHALTIC CONCRETE
PARKING PAVEMENT SECTION
TEMPORARY SILT FENCE
HANDICAPPED STALL DETAIL
N.T.S.
N.T.S.
NaT.S.
N.T.S.
N.T.S.
f.
C lit
D.
~:
- I-
I
.
............... ..... nI1IIkDll1lp& .. a ....... II ....111110I
H.E.P.
RESIDENTIAL SHELTER II
PAVING, GRADING AND DRAINAGE PLAN
1-=20'
'::' - 1/(i/W:JJ1IlI: ~
..
...
...... DUIIIII .-A'
-----
Fa _ Fa _
HOMELESS EMERGENCY PROJECT, INC. (H.E.P.)
1120 N. BETTY LANE
CLEARWATER, FL 33755
lii~' W d' T. IlIRE
r: :i~: J a e- rim
.~r.'j~j1
-----
.II
ISIEU C3 !
BASEPLAN.dWG I
11/"1"112-0 0
DII..IIGDD
PC I. ~ Cone patch to be
~1-1/r mIn. thielen",
or match exI8tIng.
II ~--1 ~=::-a1
1/ / fnlltallatloM
HOlE: All PROPOSED
UIl.fJ1ES MUST BE
LOCAtED UNDERGROUND
ON-SIJ[.
. Q\K TREE
j 1
N
f .. P:OInt fa
.' MIn. I wfthtn .' of an
I ManoIIIhfc Slab V- .... joint.
tMn rwpIaoe to
\' 3.000 pIf Cone. I the joint.
,'~'..:,. ..~:~-:..::-,~.:--.'-'
. &f8Ifngeoncr.t.
. PALM TREE
. PINE TREE
. amus 1REE
o lIUNIf1ED 1REE
"'" """"''''
. . . . " .
.. . . . -.. ... - ..
- - - 0 . : 0 _ T.r-O 0 00:. - _: _ - T : 0 ':. 0 . 00 0
-. .. - - _..-
-. --. -.--.
- o.
00 .
(
;----t
~ -~
I LOCATION OF .. ~ VERIfY
~'
. ..
RepIacMIent ....
T+r (r min.) --/
Carnpacted
Umerock or Shell _ ~
_.. 1~ ..--- 12. al-
WIdth
T-Th1clcn1.. of Vart.e r--.....
original ... I ""'-- UndfIIturbed TfWIOh SIde
~~~[J
UndI8turWd Exfat ...
^
W
TrwIch
WIdth
Vart.e
1r
urn.
~ UncMIrbed Trwteh SIde
1r
MIn.
20 10 0' 10 m
~ I I
srAE: 1. - m
40
I
=-- --../ ~
~~
T.... until W eacaeedll
~. tMn T-r
. 0
60'
x
"
,+
~ ~-
\I) 0
,,\
..
LEGEND
PROPERlY LINE
----- EXISTING SANITARY LINE
EXISTING CATCH BASIN
EXISTING WATER METER
EXISTING SANITARY MANHOLE
EXISTING CONCRETE
ASPHALT STREET AND DRIVEWAY
REPLACEMENT REQUIRED FOR
UTILITY CONSTRUCTION
CONCRETE REPLACEMENT REQUIRED
FOR UTILITY CONSTRUCTION
:.;tW AlfI I~ _
SRIIt IMICIl! 't
B1V. . lI1t 4 E
INV. N ._~ 0
- - - - I .S; 2.10' ~ go
I ,
x~ ,I
! A'
o );
i7 WAit!. ~
\ ' 0 ~~
/' / / // / / / // / / / / / / //
/
/ EXISI1NG 8 lNT /
RESlDENIW. /
0-." "" \
,,,,\: / SHaTER / ~ \
fF-11.50
~ FLOOR)
x
TYPICAL TRENCH DETAIL
.
\
601 ~ \
x ~
'/ / / / / / / / / / / / / / / /~ I ~~
~~~~~~~~~~";~:-';~~~~)~::.:;.::. ~t \\,
~. ,,_.,," . ',.., :'" ~..~,.,J ..:.-;.......'. .....'... . . ........ . x ~
. .'i~:'~'" .~..:.... '.;. '.. ,.:.' .'. . . .' . :"Ii ~
... . .'. "
J .".
x 1. ..... · I
&
\_ \\"1)-
.It ~ \
~ 1
x
M
N.T.S.
~\
~I\
~l\
Ell!
n 11 n _0
~ ,,~
@ ) ~.; :.. '~~:. .4 ,..,
I .- ::~:... -:",.: ~.::..'!-:....l.t='.:;..~
~Itm: = ".!. . ,.,~ '. ,', -, ;~:
@ :E~.~ ..~); N . ..,
I 11III_.. Xii-..i. 11if~:1 )C v' '. -: t x. '1 '.~.
I ~, 'l1_lb 'l. ,1 :< .., ..~ .. . .:~ )
J ~"'\ ...... "C'.......... .. .... ....0 .. ::........J: ':~..,;. rl~ *#>.:" .;... ;". ......._. {.... r .z
, ~: ,'" {)' - ,u. ..: .' .". -., . .:.,.',;.... "~."" ~ (,,}1: ..... - .........}, .' '.'L\l" ....-.
I ~. i:j x i .,.~~~.~~~'- ~::~~")~~~~'~
6.x1.- .r :'. .'. '/ / / // / / -".T
11ft ~..t: ~t ' 26 If OF 6
T~ ~ 1. WATER ~~:" --.- Pt'C . 1X
~ SERVICE '0 .'~'
f(),6 tJ,,\t\ ..-.
v ~ :;~
I <! '. -:., X ' ft -' SHELTER
It ; :.-: ~ ~~ (FIRST FlOOR) / ~
" {.. fF-11.50 /
t) ~: - / /
n!.. ^ /
~. ~~. ~~ // / / / / / / / / / // / / ~
?>} · '1 x' CONNECT 10 EXISDNG"- U
~ ' q ~; '1.0 SERVICE LATERAL .. "--aEANOUT WITH
~ .?J' h".: l' x y CONIRACroR TOxWRFIY ~ END CIP Xi
~ l~~~' ~ "" ~1~ 1 ,~6 :1 ,0' LOCAlION 0" 6'.1- 1-I7?' 6'\
01' X rc::: I~~ ,ID J IN 6
k' ~.o . ,u
?J'~} lit I '\ 1-' ~1 t) \o,\<} \o~
~o ~ ~APPROXIMATE l~CATION
OF EXISTING FIRE
HYRDANT
fl.')1- 0 J.~ ~ ':i)
t>< 'J ~ () .lt~ q. v . ~
?>. ir-, ~ '\ g.D ,0,0 x 9-
9, ~APPROXIMATE WAfER SERVICE LOCATION PER CITY OF
CLEARWATER WATER ATLAS. CONTRACTOR TO VERIFY
LOCATION PRIOR TO CONSTRUCTION AND COORDINATE
WITH CITY UTILITY OFFICIALS.
e
lo 0: 00_. ~o ~1
~. :< ~" -~ '1
o .
..,
. ~
I1i
~.~ ~
.....,
, 0 :'
.
.
~
L I J 9 5/8- I I
~/////02
I
SMII'ARt NmE:
CONJJW:I'OR 10 FB.D
VERfY LDCATION AND
INVERI' OF EXISfING r
SEIMCE LAlERAL
~6
II!
,.Y. ,
"'SSW UN
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED STAIRWAY
PROPOSED WHEELCHAIR RAMP
PROPOSED TOP OF BANK
TREE BARRICADE
PROPOSED STORM LINE
PROPOSED CATCH BASIN
PROPOSED SANITARY LINE
PROPOSED SANITARY CLEANOUT
PROPOSED TEMPORARY PLUG
PROPOSED WATER LINE
.
~
"
"'/;-
1''':':''''''''-
00
~
'\
,~~1fI m)~
\
~"'l
..~
I
GRADE
.1,
~I~
~10 5/8----;(
II- 9 7/8"-11
~ f
K r-fJ
,-
,1
.
~ .,y
~.
~
I:
MIN. SPEc. CO\€R
~T
'J
).
~
"x
~
k"
I ~r;}
s I ~ .,'''''~;~ ':' ~
f,) (S A ; \ \~J ",,).
x x'J \ ~X't21"
MODIFIED DR\' 'm"
REIENTION
POND
.~
h
)s
If.
<
1'" .... \t:R"DCAL a..
~~--ol
.
~
",
fI)
@
r ,.
~.g \.~
x
'):1
{~/11~.
""I~\~
11"'71
GRADE
8-
t, I
~1A1ER MAIN
1(1.
lER MAIN
J.P. OR P.V.c.)
~,Vy
,~l'
@!
I ..'
10'
t,}
t~'~lr
"I'h~
13 1/2-
,
x6'
~~
i-t~~
T 1'" OR LESS I
\B1ICAL a.. --1
~ : .f".-~f~?:.O..~_ .;.: ~~'~~IIN.
~.. _ _ J / _ . _' _._ _ . ~ 'I' ;..., !=T
.. . Y I .: _ - · . .'/ , - : _' - , 'I
"} ""
SANITARY SEWER CONe. ENCASEMENT aF V.CP. llHlI:a.
GRAVITY MAIN OR P.V.c. SAN. SEWER IS RECtO CONe. ENCASEMENT aF SAN.
YftEN 1HE VER1lCAL a.EARANCE SEWER GRAVITY MAIN IS NOT
~ _ 'u . ~I I:' & .... H BE'NEEN WAD . SEWER MAlIS REQ'D. WHEN C.I.P. OR D.I.P.
vr:..t( IILAL IS .r OR LESS. IS USED .. PLACE OF' v.c.P.
OR P.V.c. FOR A MIN. aF 10'
EACH WAY FROM t aF WAtER
MAIN.
MIN. SPEc. COVER
WAlER MAIN VARIES
I 10" MIN.
I HORIZONTAL'"
ITAL ~II='AOA
~_L;-'
, &1
'",. ..
~).... .. ..
~~ x. ,.' 1
j., .." ". ..
~... ..
f.':' X
-\g .~ .
l~ '; . . ~: .
.><
~,9
x
x
NOTE: Cleanout plug to be
U.S. Foundry 7621
or equal.
Oeo
n
I
I
~
~
CLEANOUT PLUG DETAIL
~
-
-~ ~
'(~
"- ,.
fJ' ,
t. ~
~ flV:J
~ ~?
Vyro
-~,
I \
q,O
k
'OJ 1/11
--
\'
,0,
o
I. " 6,
\)
,0,
N.T.S.
,<6
,0,
err'
x
,
,O-
x
~
,0,
x
\
,0'
x
-
o
I"'h ~
RJI CE:2l
1.# ~
~
It!IG IL
u:;I"""
I--
l 0 0
i--
II
o
,-- Cleanout Plug
....,..",. Ii
Concrete Pad 4-..1 PlL..<::
Thick x 1'-6- Sq.
6" or 8"- 1/8 Be':; ~
I
I
L
-
View
Top
0...-.....'.
\ I.
Water Meter Connection
I
~
V.CP. OR P.v.c. SAN.
SEWER GRAVITY MAIN
Row
Ford Angle
Valve (Typ.)
NlJIE: ---- .~,---,
i=i
DMfce mat be fMtaIIed ..... iii Meter
~AJ:"~~&tA~ f'~TARY
V.CP.- "'lRFD a.AY PIPE
P.V.C.- POL'MN'YL CH.ORfDE
OJ.P.- DUC1l.E IRON PIPE
BE'NEEN WAD .. SOD MAINS
IS 1r OR LESS.
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* APPRCNED RoP. DE.VICES
........., 8Moo Model FRP II
WatIa Model 801 or 008
ConInco 40200
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........ 11110 Model me
WatIa Model 701 or om
Conbraco 40100
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WATER MAIN AND
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(H.E.P. )
HOMELESS EMERGENCY PROJECT, INC.
1120 N. BETIY LANE
CLEARWATER, FL 33755
H.E.P.
RESIDENTIAL SHELTER II
UTILITY PLAN
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DIl..LIGIID
... OAK TREE
. PALM TREE
. PINE TREE
. CfIRUS TREE
o UNIJENIHD TREE
LANDSCAPE SCHEDULE
SYMBOl. QUANllTY BOTANICAL NAME
QV C) ~ QUERCUS VRGINtANA
-'\ 1J@
PJ
U
2 TAXODIUM ASCENDENS
82 .JJNIPERUS atlNENSlS
'PARSONII'
8 LAGERSTROMIElA INDICA
NATCHEZ
78 VIBURNUM OBOVAlUM
1 ILEX CASSlNE
10 RAPHIOLEPIS INDICA
w
IC
IH
SOD
MISCELLANEOUS ITEMS
PREEMERCENT
HERBICIDE
MULat
COMMON NAME
UVE OAK
NOTES
POND CYPRESS
DESCRIPllON
ff-~~1'8~~
,-~<rX 1;~::.
fe9~,12- x 12-
15 GALLON
8' -~ OA X 1/ SPR.
PARSONS .JJNPIER
-.llE CRAPE
M'tRllE
DWARF VIBURNUM
3 GALLON, FULL
Jr o.c.
15 GALLON
8' -tI OA X 4' SPR.
~,12- X 1%'
DNtOON HOlLY
INDIAN HAWTHORN
BAHIA
PROVIDE SOD FOR
RES1ORAl1ON AS SHOWN
SHREDDED ~
GRANULAR FORM, APPl. Y 1'0
ALL PLANT IEDS AND SINGULAR
1REES PRIOR TO MULCHING PER
MANUFAClURE'S INSTRUC110NS
MlJl.aoI '$' DEP1H FOR ALL
PLANT BEDS AND
SINGULAR 1REES
CON1RAcroR TO PRCMDE IRRlGAlION SHOP DRAWING FOR 100x CO\GAGE Of' SllE. IRRlGAl10N S1S1Bf TO BE FULLY
AUTOMAl1C WI1H R010R It MIST HEADS FOR ALL 1URF NfE.AS >>m DRP ~ FOR ALL GROUND COVER, SHRUBS
AND 1REES. SUBMIT 1RRIGA11ON SHOP DRAYlING 10 OWNER FOR APPROVAL.
LANDSCAPE DATA
REQUIRED
INlERIOR ISlAND
1-lREE/15O SF Of' REQUIRED GREENSPACE
SHRUBS: 50S Of' REQUIRED GREENSPACE
25 FT BUFFER N. BETTY LANE
1-lREE PER 35 FT.
100x SHRUBS
PROVIDED
5.1. X 1. - 518/150 Sf' - . 1REES
SHRUBS: 50S OF' REQUIRED GR&NSPACE
3 - CANOPY lREE / 2 ORNAMENTAL 1REES
100s SHRUBS
.. ....]&R'
F.& _ F.& _
.-
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HOMELESS EMERGENCY PROJECT, INC.
1120 N. BETTY LANE
CLEARWATER, FL 33755
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N. T.$.
PROVIDE MUL ll-lRUNK 1REES \Wnt
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FOR 50S OF ntE OVERALL HEIGHT REQUIRED
1REES ARE TO BE GUYED PER
ntE REQUIRED DETAIL IS AT
ntE INSTAllER'S DECRE110N
~ iAlrM'.ArB4Af1s.
OF N011FICAllON
1REE GUYING:
INSTALL PER MANUFAClURER
SPEClFlCA llONS
~ _~NG TAPE
3- HT. SAUCER
iT BALL
PREPARED TOPSQIL
D D D
BALL DIAMETER
PIT DIAMETER
TOP VIEW 3D
USE ntREE ANCHORS AS SH0M4
MUL TI- TRUNK TREE DETAIL
N. T.$.
aGAR CUT:
BUD TO REMAIN INTACT
lRMSPORT W/O LEA'f'ES
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.RE WRAPPING
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-
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DRI\€N IN TO EXlS'nNG SOIL
FINISHED GRADE
~. EXISTING SOIL
ROOT BAlL
NAllVE SOIL. WASHED IN AND
TAMPED DURING PlAN11NG
STABlUTY AND TO PREVENT AIR POCKETS
PALM PLANTING DETAIL
u~EB
SABAL PAlM
-
-
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......41 alii
----
PLANT SHRUBS TO AU..OW 88 MIN. FROM BACK OF CURB
OR EDGE OF PAVEMENT TO NEAREST UUIT OF SPREAD
MULCH - -S- DEEP
. .. .
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BALL
PIT DIAMETER
SHRUB PLANTING DETAIL
N. T.$.
CHOICE OF 1REES WHIOt ARE 10 BE
GUYED . PER DETAIl IS AT OONlRACTQRS
DtSaEllON.DOWNED 1REES \WLL BE RIGHTED
AND GUYED YAntlN 2. HOURS OF N01lf1CAlION.
ALL 1REES ARE 10 BE SElF-SUPPORllNG
AT 1ltE WE FO PlAN11NG. STAKING OR
GU'1ING IS SOLB.Y 10 PREVENT OVERlURNING
UNllL ROOT MOtORING ocaJRS.
PLAN11NG GRADE . -r BELOW
TOP El.. OF AD.IACENT PAVEMg..,T
PLANT 1REE . GRADE
EO.
EO.
EQ.
DIAMETER
PIT DIAMETER
TOP VIEW
USE 3 ANOtORS
AS SHOMe
TREE PLANTING DETAIL
rtPICAL EXTERIOR 1REE N1S
F.&
HOMELESS EMERGENCY PROJECT, INC. (H.E.P.)
1120 N. BETTY LANE
CLEARWATER, FL 33755
PLANT SHRUB . GRADE
GRADE FOR Pl.ANllNG
SHALL BE 38 BELOW
ADJACENT CURB OR
SIDEWALK
rop SOIL BACKFILL
SEE LANDSCAPING
NOTES
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SPREAD
HEIGHT: O.A.
OVERALL HEIGHT FROM
GRADE AT BASE TO AVERAGE
HIGHEST FOLIAGE
SPREAD:
AVERAGE .DlH AS MEASURED
ntROUGH lREE FROM SIDE TO
SIDE IN 2 DlRECllONS AT go. ANGLES.
PROVIDE 'TREES \Wnt A FULL
ntREE DIMENSIONAL ROUNDED
FORM.
TREES IILL HAVE A SlRAlGHT
TRUNK AND A SINGLE MAIN LEADER
THAT REMAINS INTACT.
D. B. H.
DIAMETER BREAST HEIGHT MEASURED
o 4.5 FOOT ABOVE GRADE.
CAUPER (CAL)
DIAMETER MEASURED AT 8- ABOVE
GRADE
PROVIDE - ROOT BALLS OF MINIMUM
DlAMElERS AS SPEaRED.
CONTAINER GROWN 1REES .LL NOT
BE ROOT BOUND OR HAVE RING ROOTS.
MUL ll-lRUNK TREES ARE TO EXHIBIT
A FUlL FORM .lH HEIGHT AND SPREAD
SIZED AS SHOWN ABOVE.
1REE QUAUTY IS FURlHER DEFINED
IN SPEaRCAllONS.
SHRUBS ARE SUB.ECT TO IDENllCAL
QUAUTY AND SIZING STANDARDS.
NOlE: OMIT SAUCER IN
SODDED PARKING ISLANDS
GUY DETAIL
DUCKBILL . TREE MOtOR
SVSl'EU. INSTALL PROPER
MODEl. PER MANUFAClURER.
1-800-325-5380
CC>>ITAlNlER ROOT BALL
12- LENGlH WHIlE FlAGGING
TAPE. ALL lHREE GUYS
MULOt. ~ DEEP. SEE
l.ANOSCAPING NOTES
-r HT. SAUCER
TOPSOIL BAacF1LL
SEE LANDSCAPING
NOTES
.III!""..
..II~.. " .
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1REES SHALL HAVE A SINGLE SlRAlGHT
TRUNK FOR 50S OF 1ltE o.A. HEIGHT
HEIGHT MINIMUM. FORKED lRUNKS AND LOW
BRANCHING SHALL NOT BE ACCEPlED.
PLANT MATERIAL STANDARDS
N1S
~rC\
~
~~
3{
28 X 28 X 3' WOOD STAKE 03 FT. o.c.
1 FT. WI 1. x r WOOD
BARRIER STRIPS . 3 FT. ABOVE GRADE
DO NOT STORE MA lERlAlS .THIN
UMI1S OF BARRIER
DO NOT ALLOW VEHICULAR OR
PEDESTRIAN lRAFFIC IITHlN BARRIER
BARRIER MUST REMAIN IN PLACE
UNlll FINISHED GRADING . PLANllNG
TREE PROTECTION DETAIL
NOV '} '; '(1';'1'.'!
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CORRUGA,Tf.D MeTAL PIPe
COUNlY ROAD
DUD
DepARTMeNT OF TRANSPORTATION
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IDeNTIFICATION
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NO CORNER FOUND
OVERHeAD WIRe
OFFICIAL ReCORDS
PLAT
PLAT eOot
POINT OF CURVATURe
PAGe
POINT OF INTERsecnoN
POINT OF eeGINNING
POINT OF COMMeNceMeNT
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PROFf.5SIONAl SURVeYOR & MAPpeR
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INV. 5 = R./t7'
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INV. = R.52'
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INv. e = R. 96'
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5/6' C/R
NO. /17
SECTION 10, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELLAS COUNTY, FLORIDA
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PINe IJROOK St/IJ OM90N t/N/T NO. 2. IJLOCK I!, LOT 15 AS ,oCR IfAP t7R PLAT
meReor- ReCORoeo IN PLAT lJOOK 2~ pAt;e 7/ or- me pt/8UC ReCOROS 171'"
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SURVEYOR'S NOTES:
/. lJi!ARlNc;5 5IIt7W'N flCReI7N ARe A55t/lfeo IfI!R/OWY flOWINt; me
SI7tm!!JOt/NOARY UNe t7r- LOT /01 PINe IJROOK St/IJ OMS/ON t/N/T
NO. 2 IJLOCK eAT S tJ/rJoIY}? JY.
R. t/NO~t/NO IlfpROVOleNT5, t/llunes ANO eNca:::uCfllfeNJ3; II'" ANY.
flAve Nt7T lJeeN LOCAleo.
"" RCPRt70t/cnt7NS or- llf/S St/RveY ARe NOT VAUO t/NU55 ClflJ055eo
W'm1 me t/NoeR5Ic;Neo St/RVCYOR'5 SeAL
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5. Ut:;4L OeSCRlpnt7N 5f1t7W'N fleReoN W'AS pR0140eO IJY me CUl!NT.
6. me St/MeCT pROpCRTY flAS NOT lJecN AlJSlX?ACleO F"OR l!ASClfeN75,
R1t;f1T.5 t7r- /YAY OR t7meR IfAl7I!R5 or- pt/8UC ReCORO IN me
pRCPARAnON t7r- ml5 5t/RveY.
7. eUVAnONS 5f1OW'N fleReI7N RCPReseNT Nc;VO '29 lMTl//f. ReFeReNCe
lJeNCfllfARK: CITY 01'" CiLARW'Al?R lJeNCfllfARK fI-o'fJ: ,oK OISK IN
90e/YA1L, sot/meA5T CORNeR KINt;5 fIIc;fIW'AY ANO I'"AIRIfONT s!.eeer.
euv. = /8. 0I.J7~
8. 845/!f) ON AN INSpecnoN t7r- fl!IfA r.LR./f. COIfIft/N/TY-pANI!L. NO.
/210JCO/06c;. lJi!ARlNc; A Re14SeO lMle t7r- SCPl?/f8eR ~ 2a:?~ me
St/MeCT PARCeL APPI!ARS TO ue IN rlOOO ZONe Ae.
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eVCRYBOOY'5 TAlJCRN4CLl!, INC.
fIO/feU55 elf/!Rt;I!NCY pRa/ecr. INC.
NOV 0 6 LUU3
SURVEYOR'S CERTIFICATE:
I flCR/!8Y CCRnl'Y 17-IAT me INF"ORlfAnON SflI7W'N fleReON 15 A !.et/e RCPReS8ffAnt7N 01'" A
!JOt/NOARY. TOPOt;RAPfIIC & !.eee St/RveY. peRF"ORlfeO t/NOeR IfY O/ReCT St/peRl49t7N ANO
IfU15 me INleNT 171'" me 1f1N/1ft/1f leCflNlCAL STANOAROS AS seT flJRm IN CllAPleR
6/t;/7-fj, rlORlDA AOIfIN/SlX?AlM Ct701!, pt/RSt/ANT TO secnoN 0I7R.027 1'Z0RllM 5TATl/lCS.
C;t/LFCa45~,___, ~t.Ii,~ve/, ~-?A!55OCfA, 2:" lZ INC. LIJ. 67//
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MI.I.IAIf c. f+/ARO -
pRt7fl"'S9t7N4L LANO S(/RveYt7R NO. HJ/5
STAle 01'" rlORl.a1
5HE.E.T NO.
1
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