PSP89-22PSP89-22
505, 510 HOWARD CT
WORKMAN CENTER
TO: Cyndie Goudeau, City Clerk
CITY OF CLEARWATER
Interdepartment Correspondence
FROM: John D. Richter, Development Code Administrator
SUBJECT: Simple Adjustment of the Final Site Plan for Workman Center Located West of South Fort
Harrison Avenue at the West End of Howard Court (PSP 89-22).
COPIES: See List Below
DATE: ebruary-1, 199, The above referenced site plan was certified on December 7, 1989. The engineer for the applicant has discovered
an error in dimensioning on pages Cl and C3 of pages Cl-C4 of the site plan which will not appreciably affect
the site plan, which will still be in compliance with code requirements. The correction in dimensioning is as
follows:
1. The 5.0' dimension between the west property line and the proposed edge of the pavement is being adjusted
to a dimension of 3.0' (minimum buffer required).
2. The 55.0' building width dimension is being adjusted to a dimension of 57.0'.
I am approving the modification as a simple adjustment subject to the conditions of the December 7, 1989
certified plan.
Please certify these pages C1 and C3 and distribute for replacement of these pages in the certified plan package.
JDR/SEG/df
cc: James M. Polatty, Jr., Director of Planning & Development
Cecil Henderson, Engineering & Environmental (2)
Ream Wilson, Parks & Recreation Director
Keith Crawford, Traffic Engineer
Victor Chodora, Building Official
Robert Brumback, Utilities
Cyndie Goudeau, City Clerk
Ray Wyland, Zoning
Joan Moore, Staff Assistant III (Memo Only)
Developer/Project Sponsor - Mr. Roy A. Workman, Jr.(2)
P. O. Box 2377
Clearwater, FL 34617
David M. Himes, Project Designer (1)
Spring Engineering, Inc.
1100-A 12th Avenue
Holiday, FL 34690
r s
DM8922
R^
January 15, 1990
pECEIVED
PM!'MING & URBAN
DEVELOPMENT DEPT.
City of Clearwater
10 S. Missouri Avenue
Clearwater, Florida 34618
ATTENTION: Sandra E. Glatthorn, Development Planner II
REFERENCE: Workman Center, Project #8929.
Dear Sandy:
In regard to the aforementioned site plan, an error in dimensioning
has been discovered. The following steps have been implemented to
rectify the situation.
1. The errant 5.0' dimension between the west property line
and the proposed edge of pavement will be adjusted to the
proper dimension of 3.01.
2. The errant 55.0' building width dimension will be adjusted
to the proper dimension of 57.0'.
If the above two revisions are implemented as stated, no other dimen-
sion changes will be required. If you have any additional questions
regarding this matter, please do not hesitate to call.
Thank you,
Spring Engineering, Inc.
David M. Himes
Project Designer
DMH/ch
cc: Mr. Roy Workman
SPRING ENGINEERING, INC.
ENGINEERING • LAND PLANNING • ARCHITECTURE
1100-A 12th AVE. HOLIDAY, FL 34690 (813) 938-1516
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CLEARWAT ER
C LINTY LUP COUN.TY•
U BAN LOW DENSITY RESIDENTIAL
CITY OF CLEARWATER
Interdepartment Correspondence
TO: Cyndie Goudeau, City Clerk n ,,
FROM John D. Richter, Development Code Administrator (1?
SUBJECT: Simple Adjustment of the Final Site Plan for Workman Center, Located west of South Fort
Harrison Avenue at the west end of Howard Court (PSP 89-22)
COPIES: See List Below
DATE: JUhe_
The above referenced site plan was certified on December 7, 1989 (amended plan certified on February 5, 1990).
The applicant's engineer has submitted an amended site plan for the parking lot in front of. the building at the
southwest comer of the site. The parking in front of the building has been changed from 90 degree to 60 degree
as per the City's Traffic Engineer, the front drive now becomes a one-way drive, and a "DO NOT ENTER" sign
has been placed on the plans in accordance with the one-way drive. The amended plan has been reviewed by
the D.R.C. members and there are no objections or recommended changes to the proposal. The changes reduce
parking by 8 spaces, the new total parking being provided on site is 115 which is still 21 spaces in excess of the
94 space code requirement.
I am approving the modification as a simple adjustment to the site plan subject to the conditions of the
December 7, 1989 certified plan.
Please certify the attached site plans subject to the conditions from the December 7, 1989 certified site plan and
distribute to be attached to the certified site plan as new page CIA of C4.
JMP/SEG
W. James M. Polatty, Jr., Director of Planning & Development
Cecil Henderson, Engineering & Environmental (2)
Ream Wilson, Parks & Recreation Director
Keith Crawford, Traffic Engineer
Victor Chodora, Building Official
.Robert Brumback, Utilities
Cyndie Goudeau, City Clerk
Ray Wyland, Zoning
Joan Moore, Staff Assistant III (Memo Only)
Developer/Project Sponsor (3) - Please contact for pickup: Telephone no. 938-1516
Mr. David M. Himes
Spring Engineering, Inc.
3014 U.S. Highway 19
Holiday, FL 34691
JUN 13 1990
RECEIVED
JUN 2 0 1990
CTS=;
PLANNING & URBAN
DEVELOPMENT DEPT.
CITY OF CLEARWATER
interdepartment Correspondence
TO: Cyndie Goudeau, City Clerk
FRONL• John D. Richter, Development Code Administrator
SUBJECT: Simple Adjustment of the Final Site Plan for Workman Center Located West of South Fort
Harrison Avenue at the West End of Howard Court (PSP 89-22).
COPIES: See List Below
DATE: February 1, 1990
The above referenced site plan was certified on December 7, 1989. The engineer for the applicant has discovered
an error in dimensioning on pages Cl and C3 of pages Cl-C4 of the site plan which will not appreciably affect
the site plan, which will still be in compliance with code requirements. The correction in dimensioning is as
follows:
1. The 5.0' dimension between the west property line and the proposed edge of the pavement is being adjusted
to a dimension of 3.0' (minimum buffer required).
2. The 55.0' building width dimension is being adjusted to a dimension of 57.0'.
I am approving the modification as a simple adjustment subject to the conditions of the December 7, 1989
certified plan.
Please certify these pages Cl and C3 and distribute for replacement of these pages in the certified plan package.
JDR/SEG/df
cc: James M. Polatty, Jr., Director of Planning & Development
Cecil Henderson, Engineering & Environmental (2)
Ream Wilson, Parks & Recreation Director
Keith Crawford, Traffic Engineer
Victor Chodora, Building Official
Robert Brumback, Utilities l !r iC
Cyndie Goudeau, City Clerk
Ray Wyland, Zoning
Joan Moore, Staff Assistant III (Memo Only) U{R?,"l!?gg"?
Developer/Project Sponsor - Mr. Roy A. Workman, Jr.(2)
P. O. Box 2377
Clearwater, FL 34617
David M. Himes, Project Designer (1)
Spring Engineering, Inc.
1100-A 12th Avenue
Holiday, FL 34690
FE8 2 190
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ItYVESTtGATE ' -
BEFOt;E YOU ~ r ~:r~a~A~~ ' S G t l o n ~:1 T o;uv n s i 2 9 o u c h R:a n e~ e 15 Eas WDRIfMAN CENTER ~l
- DRAINAGE CALCULATIONS'ANO RETENTION INFDRMATIDN ~nl~'.
° ~ ~J 1
1=800282-3881 _ , TGLIFREE , 'i ' : r
fl STATUE 653,851 (19T9t~AF8UlAES' MIN Of 2'DAYS ANPMAR 4F 5 BAYS ' ti Q • BUICOING AREA = ~ 20,366.00 5.F. 4 ~ ~ ( PAVED AREA - A8,c~63;GO S.F.
Existing'.. NBTICE BEFORE YOU E1tCAVATF. Lift Station 15.0 Dr i a flETENTIDN AREA _ 8 166.94 S,F. ~ A' GREEN AREA = 8,581,06 5. F. N H w
q n ge ' Easement Z o
A . ,,Tt)T,Ak.w9iTE AREA ~ 85, 377.6D 5.F. DR 1.96 A0, N ~I` ~ ~ ~ "S r
e i u • ° N85 II 30 E Exlstln .,Blow Off, 9 , , MllLTIPLY.- ~ Sy m
I 60.45 ~ _ ~ ~J.~ ~ TIME -0F CONCENTRATION 'X DELTA q ~ I
= \ ~ 3.7/INCHES/HR.
a o _ - p q=CIA VW. M~ a .
° ndlGa a No#e a pp, 18n RR.P, o 1MP6RVZOUS ~ 68,629.60 5.F: x ,.95 = 6,5,198.12 -
Outfoll Control Pipo To Cep Conc. Retoining Wdli RETENTION AREA = '8,166.94"S. F, X 1,00 = 9,166.94 II i GREEN AREA = 8,581.D6 S, F, X .20 = 1L716.2T SCOIe'I -'.30.0. ~
tiANDLCAPPED PARKING SPACES AND SIGNAGE - Be terminateq'"Fm~n ~ lT>> Top Efev.= 3z.oo' ~ W/ M°InY.:2°/a : I'rd T.O.B. 61, ~ ~ -
MUST: SHOW PROPER COLORING .AND STRIPING- W°n( sa.oo' i t„ Slope To W°If) ~ ~ +75;08Y.27
PER:APPLICABLE STANDARDS. II a Outfall Control Structure ~ • , 75,081.2711 85,377.60 = .879 ° ~1i111tit~i h,i
Inv. in ' 52,83' Inv. Out = 29.00' \ ~ , ' e- ocate Concrete (,879 - .20) X 3,7 K 1,96 K 3,SD6 - 17,726.78. .;1~~~~~,`1`~,~~~ 'If R,P ~~~1 .,,h
C.M.U. Ret. Wail ~ Dumpster Pad W/ f, ,,1; . C~ ~rD u 17;726,78 CUBIC FEET OF VOLUME REgUIREO 30 0 30 60 ~ '~r V j},
• • Visually Screened Enclosure ; 19,81B.DD CUBIC FEET OF VOLUME PROVIDED ,Q~~
Retention Area #
Volume = 15,268 C.F , t~wner ° ~IAPPROVAL ~ '
Tap EIeVi= 33.00 Proposed .inlet 2 I M:E.S.• Top - 33. T For Percolation. Information Refer- To 2 ~ a ,
Bottom Elev. = 29.50 concrete ','INV.= 29.75 Inv out = 3aao' , r 33.00' Flume \ /F • ' The Detail Sheet, Page. C4of C4. E
orkman Enter rises LnG` p " 29.50 I L:F - IB R.C.P@ f i
.0%- . ,i '
;P.O} Box 2377 , • , , Legal Descrpt~i~on;
Phase ~ I n ~ R Glearwater Florida 3461 , 6 Genorele 32•BD • . Pro sed I water
~ 33.50. p~ Curb' _II tl LO7 3, LOT 4, ,LOT ,S SOUTH PARK AS:RECORDED INpLAT B00K 60., PAGE
Phase I I _ I ; une ro Bldg: e . li5',' RUBLIC RECORDS 'OF PINELLA, S
co i ncrete Dumpster ~ ~ ; Pad W/Visually . • N a, . ~ Gate Va Ivi: a Meter \ CUUNTY, FLORIDA.
r./ Hip \ ~ , D,C.U & B.FP .Screened Enclosure , , \ ,o. / ~9 '
, \ ~ Refer To Existing _'onditions` • \ , ~
~o^ ~ o,, Plan For Existing Str cfure And ' m„ Survey ~n~ormatior~ L
``THROUGH FIELD OBSERVATION, ON-SITE. LNTERVIEWS AND • \ i_ ( Parking,Lot Locati ns`: \ ~ , ~ ~ ~ ~
HISTORICAL;EVALUA`'TION.WE FEEL THE FINISHED FLOOR • -
'ELEVATION OF° THE SECOND STRUCTURE -IS SAFE FROM FUTURE _ • \ aas5 ` ' o _ ' ' I. THE INFORMATION SHOWN ON THIS PLAN IS BASED UPON
Pa ~ ' SSIBLE FLOODING. _ .i ,18°R.C.P. FIELD SURVEY PREPARED BY ALLEN LANp SURVEYING, 1'°
o , o I ING., DATED'05/30189. SPRING ENGINEERING, INC. ~ ~ ' ASSUMES N0 RESPONSIBILITY FOR ACCURACY OR COM- ~.J ~ ~
Ir \ bt 4 N II PLETENESS.
Future Structure B ~ ` _ • Proposed 4 Sanitar 10,260.5quaCe,Feet X 0 3 5, N y,l
. x4.55 3a:7 Sewer To Budding B , Finished Floor Elevation= 36.00.- - ° ° m I 2. ALL UTILITIES AND STRUCTURES ARE SHOWN ACCORD LNG ~ ~ ~
° , a W77apping T .N \ t ~4~ TO THE BEST INFORMATION AVAILABLE, BUT THI5 IN NO - t~
_ ~ " \ ~ m ~4 WAY. IMPLIES THAT THERE COULD NOT BE OTHER UTILI-
- _ p \ ~ I°/ _ rn 37.50 _ e er Site lnf rm I ~ TIES AND 5TRUGTURES LOCATED ON/OR` ABOUT SAID ~
_ a. a. af. o a ..r~ ~ ~ a o _ ro: 37.00' " \ PREMISES. THE CONTRACTOR .SHALL VERIFY ALL UTILI- L. ~ ~ TIES AND STRUCTURES PRIOR TO COMMENCEMENT OF CON- 0
• 1. THE LOCATION pF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ~ 34.87' o - Oulfall ConlrolSiructute .r a) _ i.O.B ~ , AND I7 TS THE:."CONTRACTOR S RESPON~IBILITY`TD DETERMINE THE Tern Orar SWOIe Graded p~ STRUCT'ION.
P " lnxm=3s.5o Y - EXACT LOCATION OF THE' UTILITIES PRIOR Tp CONSTRUCTION IN' 5.12 .Q Inv, Out.- 34.00` To Retention -C.0 b. 90
THEIR VICINITY, Area' ~ R~tentl~n! Area # 2 m 2. tHE,CDNTRACTOR SHALL NOTIFY THE'UTI4ITY'C~MPANIES IN THE 3. ALL EkEVATI0N5 ARE BASED ON N, G. V.D. DATUM.
AREA BEFOflE BEGINNING CONSTRUCTION. 'NOTIFY "CANDY" UJ 1:BD0- ° " ~ Vol~m@ SCIQO C,•F \ , 282-$881 QB HOURS BEFORE COMMENCING WbRK' • a ` To 'Elev.' _ 37.001. OQ
3, ALL'UN~ERGflOUNtl UTILITIES MUST tiE INSTALLED. BEFORE:BASE-6 I ~ ~ ' p , SURFACE ARE bbNSTRUCTED. Bring Phase IT Up TO I , °n ~ \ Bottom,-Elevr' 33.50 ' `I 0'
4: ALL INTERSECTUIN EDGE'OF PAVEMENT RADII ARE 25' UNLESS Proposed Grades : & Sod f y OTHERWISE NOTEtl DN'PLAN.` - ~ N ,
5. ALL PRAbTICABLE-AND NECESSARY EFFORT SHALL BE TAKEN 08RINb'" C~ CONSTRUCTION TD CONTROk'•ANO PRE4ENT ERtlSIDN AND'?RANSPORT \ Gate VaIVe VI Meter
- _ _ \ , OF SEpIMENT'TO'SURF,ACE:ORAINS. • D.G.V. & i3,FP•
6. ALL f?IPE LENDTHS ARE PLUS OR MLNUS• II II ~ 8 7. ALL SANITA[i1"•.SEWER LINESiARE PVC, DR _A5 NOTED ON PLANS,. ,;__Zoned"' CG - _ ~ B.O.P. I • - ~ Cona Curb'Tc Bo
' B 20,0 Sewer and e. PIPE MEASUREMENTS ARE TD CENTER'DF'"SYRUCTURE5:"""'""""` ~6 Aboye'Pvmtr '33,.50' ~ ~ 9. ALL WATEfl MAINS ARE PVC.' ~ M.E.S ~ Ut14ty Easement
10. ALL WATER MAIN'LENGTNS ARE PLUS OR MINUS _ _ I~ E. 11", WATER MAIN.TD:SE 2.5'.`(MIN:.)-.SELOWPRDPDSEOGRADE. -pI ~ 37A0' r DATE
12. CONFLICT:i BETWEEN WATER AND STORM, SANITARY.SEWER SYSTEMS ° T.O.B. 33:63 \ ARE TO:BE RESQLVED BY ADJUSTING WATER LINES A9 NECE55AI9Y: o ~ X38.8 35.52' :Zoned='~CG11 $'31-$9 a II
° 13 ALL DPEN.GREEN"AREAS AND SWAGES SHALL OE: SODDED. ° ' II a 35.82 X ~ --Proposed I Woter CG m s
14.- ALL SWALES ANtl'flETENTIpN AREAS SHALL HAVE'A MAXIMUM SIDE N SLOPE OF 3t AND SODDED: " m Lin II II To Bltlg. A • ~ Q ~ v ~
6 ;15.- ANY-AREAS SUBJECT TO EROSION (BRASSEO SWALES, ETC,}.MUST BE 37.50'. - - - - 35:70' / \ STABILITEO BY SOLID 500 -0R OTHER SUITABLE ALTERNATIVE. X L0.8.
16, ALL BACKFILL'OVER ANY PIPE THAT IS TO 8E INSTALLED UNDER ~ ROADWAYS tlR WITHIN EMBANKMENTS ETC. OF THE flOADWAY IB TO I/O ~t•~ ' ~ ry
BE COMPACTED 7tl •100X aF MAX..pENSITY IS `OETERMINE'0 BY ' `tVlr) r / ~ , ' / ~ • ' '37.50 \ AASNTD7-9S ANO PER D.0•T. "SPECIFICATIONS, SECTION 125.8:3, i o \ o b ,....y~~~
, Phase II tBB2 EDITION'. 3 b' \ ~ ~ ~ ~
17.' FUGITIVE OUST',000URRTNG DURING CONSTRUCTION SHALL BE 6 ,F , 6" Concrete Curb ~ , CDNT DLLED BY'SPRINKLERSL_ I ~ 12 • ' ~ EXISting Flre R - Phase I x.61 ~ ~roro - GQ
18 THERE WILL BE NO ON SITE BURNING. Hydrant. Existing 4 Water Line ;Exist.'' X19. OWNER WILL MAINTAIN RETENTION AREAS ~ - - HIP - _ - ~ Water Line ~ ` ~ v I ~ ~
217: ` ALL CDNCRETE FOR"SPILLWAYS, CONTROL STRUCTURE ETC. , SHALL 8E 10.0 Dralnage _ _ - - - - - - - _ 37.00 i Remove Exiefin M:H; ~ 3000 P:5 I • ~ "'VF's`- CCtch Baeinand 0
EQSement 36.641 6 Concret°Curb ~ 21. ALL DRAINAGE 5TflUGTURES;MUST BE`CONSTRUCTED"PER FLORIDA ---tE--------` e . RepIOCeWIthD.O.T, w------- - - - E><Isllnq 15"RC.P. W _ Q C L , t' ~ ~l ~ w r~ V ,-.Ii..a' ~+r ~ Q
DEPARTMENT OF TRANSPDRTATLIN ROAD bESIGN STANDARDS. Type's idiot II MITEREO.END SECTION AS,PER D:D;T: INDEX N0. 272'`ANb ND. 273 Cloor and Grub Area 3Q;2B'' . ° Existing. 8 ..Sanitary Sewer
Around Ezistlrip'PIDe, • .r,e ~ , . 6utfdll
• ~ Proposed Inlet ~I' o ~ Top= 35.65' , .r i-1 I L101 i ~y V.
Inv. out = 34.00' r ~ 36.20' Howard Court i A ,gyp
o = - -m o 0-~^- 37.25, X
o W 'O 4- S. J
~ 38.18' '.X ; 37.2& ~ 3683' m m „ o - _ , n u 0 L V O i~ .4 °ucm ~U_ ;I 4, ~
N , a caa' ~ f Q W
Tan ent Data N m o 9 ~ -Q , , , , ° o ro o .c •w
m o o 19.0 24,0, ~ „ ~ ~ 2 N00°02.30 W g u, ( 1 Q
A Exist M.H. :m { ~.t N 60.00 ~ ~ • ~wcrn m~ -.1 t
19.0... 24.0 19.0 3A
:Curve Dat y+~roro vl ~ s~ c e
,o _ o II ~ to O
R = 50.00 t PropOSed Structure A ,x36 05 35.7$' • O n ~v e1i b n. ~ 0 ~WIn NN ~ Q.
t 3s.7$ ti ~-Proposed 4 Sanitary' A= 105.61 10,106 Square Feet C Sewer To I, It I > ut 4- 1L.C~ •r 1p 0.~ ~ 'O t`n
I' G0. Bwldmg A ° .5 II Finished Floor Elevation= 8 8' II Ir ~ 21.00 3 3 .2 , W/flapping T t.S N 3'U ~ O
48.0 C 87.04
`o : ~ -
Shaded Arl;as Denote ~ ~ N
5.0 ,Sections To Be Considered Truck We11 ° ~ -•w-. e II . ' ~ r:. 1
I; Interbr Landscaping , m J _ N it .Zoned - CG `
• a II II Zoned - CG i .r .
3 Lot ~ } ~ ~ jj
# N ~ - 1 3428' N o II I ~ Existing 8 Sanitary Sewer
x;: m I ~
' 35.0. ~
3 ` .13.0,°,
3 T ° I 38.18' X 37.78 ya ' 0 • O ~ 37A6 8 38.OOX f'~ • .
' ('O 36,78' 36.50' ' a X m N"
unof ~on~r~o ' t ~ N • ~ 37,60' 0" o.. O o L i 111111~~ i
p ~ ~ ~ i, _ Site Plane.,
DETENTION AREAS. AND SWALES;SHALL BE I~gUGHE IN O I ~ 4 ~ d' O 38.78 IO I Z INITIALLY TO GENERATE SITE FILL AND INTERG - -
EPT Concrete Dumpster - z 137. 3` - g 39.40, CONSTRUCTION RUNOFF. Pad W/Visu ~ •
ally 7.0 Drglnage Ea ement Screened Enclosure , o p - o
CARE SHALL BE 'EXERCISED T0: PREVENT DISTURBANCE N$9°I5t0311W O` I6SQO1 ' 0 D ~ DE310HED BY ~ I E5 -
TO THE. NATURAL. VEGETATION IN PHASES NOT PROPOSED to .'.Exist:. DRAWN 8Y1 ,
`FOR.IMMEDI~TE CONSTRUCTION. c Ezistin M bi l e Home' M•H' JAN 2 6196 cP~~ CHECKED; BY~ ~ EG} t'
0 9 G 3Cd,
AS SOON AS PRACTICAL ALL FINISHED SLOPES AND Park PLANNING ,
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND DEPARTMENT, JOB NO.
MULCHED TO PREVENT EROSION. owe P .gin .c ,h
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SHEET
HAY BALES SHALL BE PLACED AND STAKED A y DJACENT SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
TO WETLAND AREAS TO PREVENT SEDIMENT TRANSPORT. COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT
WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND OF
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
908821
ny .r
wR. .W,
L SITE PLAN REYIEW t 0
O , Z ass Uee the Followin Format for Site Daka Cel ~ g ~.culatione at -0ne Location on the Sita Plan.: - 0. ~ ,
' REQUIRED ~ W
-3 EXISTING PROPOSED (Min, or Max.) to a ~ N ~ Z p
Scale ~ I 0 ~~v~ (1 n,mb ~ fn
5.0~ I Drainage Easement ZONING DISTRICT: CC CG N/A I ~ W m ~~<0.
Found Iron Rod USE; OFI'I~CE WAREIiOUSE/ N/A o .°h~p.N ~ H11:"1~E~'S-SEIIVICE o
` # 3932 ' c~~a LOT AREA (Sq,Ft, and Acres}: ~ a
" 60.45 °I 130E N$5 ~7 Concrete Wall 30 0 30 60 Gross Area (within property lines): 167,638..48 S. F. 167,638.48 S.F. N/A Q: ~ a s ti
\ ~ To Elev. = 32,301 Net Aree {Gross minus 83 Maz, for ~ ~ ~ c rt :°o a I' p
- Invert Elev. u~ P CO ~ \ 00 = 28.90 vehicular acceeswepe): N/A N/A N/A c ~ ~ a ~
tT~ N \ o i ~ W3~ ~
r0 f f \ i I ~ 18 R.C.P. \ d~,, LOT WIDTIf: SEE PLANS SEE PLANS N/A o o rt ~ ~
Outfa(l Control Structure \ ~ p14 M: y°~~ LDT DEPTN: SEE PLANS SEE PLANS N/A ~ ~ ~ o
Tap Elevation = 32.97 ~ ~
DENSITY (Based on net acres): N/A NIA N/A y a~ ~ U~ ~0 ~
BUILDING COVERAGE (Sq,Ft, and X of ~ ~~~~~~~C,la o'~,.~ ~
Gross Sitej: 20 36,00 S. F, 32,087,00 S.F. 19.74 (40% MAX firt~ ~R .~°~:',~>G~
Drainage Retention Area \ \ 5 Concrete Spillway I GROSS FLOOR AREA and F.A.R.: 20,366.00 S.F. 3G, 989.00 S.F. .21 (.40 MAX ~ ~ aw ~ ~~~RI~O~~'G..~,,1
Top Of Bank Elevevation = 33.20 \ Top Elevation = 33.24 I ~ j¢ SETBACKS (Also include dimensions r ~ f; rt•~ ~
- ~ ~ otto v do = 29.951 Bottom Of Pond Elevation -29.20 B m E~ a n \ on site plan drawing); ~ ~ ~ ' ~ y 4rp ATE
~a ~ ~ Front: 0C 65.0' 15.0' (MIN,) ~r; ~ n , ~ N o r hs o ~ -h
V \ Sided 0 ~ 20.0' 10.0' (MIND ~ F'+'~~•, . rt '
,7 Concrete Wall ' . .r Qvw ~
Top Elevation =32.30 V i Rear: 0~ 43.5' IO.Q' (MIN.) rtrn~-n
\ 10 Sewer Utility N Between Structures: 185.00' 20:0' (MIN.) `E~r'.,•, ~•1+r`~~ a
5~ Concrete Spillway \ Easement WATERFRONT: - ( rt N
Top Elevation =32.89 \ Side: N/A N7A N/A i v
Bottom Elevation = 29.32 \ Rear: Nlb N/A ,N/A ~
\ .5 Concrete Wa II
\ \ aEIGNT: ,A 21.46' 50.0' (MAX.)
\ With Bonus Provisions(if applicable); NN/q N/A N/A L
\ PAVED VENICULAR AREAS (Sq. Ft. end
\ 1 of site); 20,59 00 S,F. 33,710.00 S. F, N/A - ~ .F. ~
\ 4 12~ ~ L .II OPEN SPACE Q~ ~
\ ' \ Total for the Lot (Sq.Ft, and ~ r 1
\ I of site): 127,772,48 S. F. 83,956.48 S.F, 15% (MIN.) v ~7 .22%- 50.0% -Q ~.L
\ For the Frant Yard (Sq.Ft, and E ~ L ~
\ S of required front yard}: N/q 5,141.00 S. F. 50% (MIN.) ~ ( ~
Clear Space (Waterfront Property): N/q N/A N/A ~ O Q
Exterior Perimeter Buffers: 445.00 S.F. 3,750.00 S.F. N/A ~ I_n
Limits Of Existing Asphalt \
Parking Lot Interior Landscaping ! ~ u / (Sq,Ft. and I of Paved Vehicular ~ ! ,
\ \ areas; also, depict on site plan ® ~.J
drawing by ahading(croae hatching); 2~187,0.0_5•F. 4,~ 0 S.F. 6% MIN. M
PARKING (Give applicable formula); SEE AT~''ACNMENT
\
Lot 5 \
NOTE: Any other requirement applicable to the per~ticular site must be also included,
Phase II \
\
_ . ~ A _ _ _ . w. _ ~ _ _ _ _ ~"U~AfiE 3
End Of New
\ S7 Asphalt \ C~ \ June 4,1990
Dum ster Enclosure ! x
P (3544') (Wood Fence)
} Q[;
End Of As halt P I h c0
Rad. = ..50,00 X
(34.23') Arc - 105.79 I w I\ T
to Drainage Ch. = 87.13 BASIS OF ~
Easement _ ° I u (3a.e2'1 15 R.C.P. (3e.oo) Grate Inlet C,B. - S61 2102 W(Calculated & Measured) AREA REQUIRED V ~
_ '-?c= - - x x------ Top Elev. = 3713 _ ° I n BUILDING FLOOR (NET) PARKING REQ. .PROVIDED REMARKS ~ ~ Q ^ ® ~
Invert Elev. 2796 - , C.B. - S60 34 19 W(Platted) - - - _ Invert Elev= 35,09 EXISTING OFFICE 1 11,721 UNKNOWN 35 40 NOTE 1 • ~
O Set Iron Rod " oo rvor Ewer BUILDING (1977) ~ J
Set Nail & Disk O
- Howard: Court .71 Concrete Retainin n1 ~ ~ 2 2902 Z Q
9 Wal 14,623
_ ~
Concrete Ramp(TypicaU X (35.277 BUILDING B 1 10,260 3.33 PER lOQO 34,17 NOTE 2 ~ J SQ. FT.i' 0
59.49 88 Z ~
(3725) x r
r BUILDING A ~
1 I I I 1 I I 3.5 43.5 573 21.3 18.0 .21.3 3.0 BUSINESS SERVICE 1 4,607.81 3.33 .PER 1000 15.32 NOTE 2
~ ~ SQ. FT.~ ®
@1'v C
d ~ ~ 'a o n ] ~ O OFFICES 1,500.00 4.5 PER 1,,00 7.0 ~ cr?
c° in m N @J " - f0 m WAREHOUSE 4,000.00 1 SPACE PIER 3.0 W
135.84'1 ~ ~ 9p n 10,106.81 EACH 150(1`
Concrete Stairs (Ty icall x ~ ~ P ~ o Covered Concrete Walk SQ. FT. ~
E` o (Typical) FLOOR AREA ~.I6-~( W ll5,00
E~ 1
U TOTALS 94.49 X0'0'
i. LL. Concrete Ramp o PARKING NOTES: 1. EXISTING PARKING ON LOT 4 IS TO BE MODIFIED BY REMOVING DRIVEWAY TO LOT 5
(n _ THREE PARKING SPACES TO BE AgDED ON LOT 4.
Q) m a a REMAINDER OF PARKING ON LOT 4 TO BE UNCHANGED.
m ~ C n ° n Q vo v
o a 2. REQUIRED PARKING IS: 1 SPACE FOR EACH 100 S.F, OFFICE. 2 SPACES FOR EACH 3 EMPLOYEES. <
@J N N N 1 SPACE FOR EACH VEHICLE USED DIRECTLY IN BUSINESS.
U O i a n
Covered Concrete N 1^ N I. Loading Dock ASSUME 1,500 S.F, TYPICAL RENTAL AREA WITH 200 SQ. FT. OFFICE; TWO ,
EMPLOYEES, ONE VEHICLE. ~ a
D~ (37731 REQUIRED PARKING IS 5, THERE~ORE PARKING PER 1000 S.F. = 3:33
- (36p'1 x 0 X. -
(38.IO')
N x ~ O -
° _ N x(3771'1
~ H.C. Ramp f394o') ° O
.z (38.01') x ~I X. DESIGNED BYj D.M.H.
7 z DRAWN BYE Dave
° I II N89 15 09 W S u CHECKED BY~ D.M.H. ;
Found Concrete 16$.00 Monument DATE ~ SCALE' AS Noted
Found Iron Rod J08 N0.
0 # 3932 n _ n..: i~
`y H5 - dUlll
00 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SHEET
r
of a- SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
r COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT CIAOF C4,
r7l WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
EF:
313460
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~r). ~r~~fo-t'~.~, p.~.1 ,~~c'IhT1`~c~ -~~L ~a-!'IG.~i' ' r~?' f`~ E'P~~°~" c~<I~'' lB~?1`~ r,.l~~ I..~`6.~:C~~.~-~PI~:G~ N~ c.,~'~d.~S X ¢ N 4
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3 a: ~1P~'~RC~NAL ; P''' . ~
G~ rve Information. • ~ ,-~G~ s
. 4 ` \ _ ~ ~ 1,
1. THE 'INFORMATION SHOWN ON THIS PLAN IS BASED UPON
1~ P 4f C' F t~ c~ A K f~ ~ i~ G~ -7"~ ~ rat; , c~ M ~ r ~ FIELD SURVEY. PREPARED BY ALLEN LAND SURVEYING,'
~ 1 ,J' :~a~~!~) ~-t r-~ i--(fi t~ 1. t~~.~ r-~~' Cl. INC.; DATED 05/30/89.. SPRING ~ENGINEERING`INC .
ASSUMES N0 RESPONSIBILITY FOR ACCURACY -0R COM-
~ PLETENESS.
' ~ 2 . f~.t,.l.,: 5~~ I L I T I ES 'AND' STRUCTURES ARE SHOWN ACCORD I NG-
~'~iE BEST INFORMATION AVAILABLE, BUT: THIS IN NO t. ;
~J WAY IMPLIES THAW...: THERE COULD NOT BE OTHER-UTILI-
I , U,.. TIES AND SWRUCTURES LOCATED ON/OR ABOUT SALD
`t,'~, PREMISES. THE CONTRACTOR SHALL VERIFY ALL UTILI- ~1-+
c. ~ , F~ ~ r"" ~ . ~ ~ rJ rrh G ?k: ~ i ~I cP : L.~ a"2 r~ h-l a~ t,.1 ~ _ „ 5 ~ TIES AND S'WRUCTURES PRIOR W0 COMMENCEMENT OF CON- ~ ~
~ , << - - I7 ~ i {r STRUCTION. ~ ~ 0
~ i G A '1" I ~ T~ f ~ l~ ~ ~ ~ F-t t~ i~ ~ ~ t,~..~ G~ l~ 1. e~ V ~ ` 3. ALL ELEVATIONS ARE BASED ON N.G.V.D. DATUM. ~ LL,
~ ~!f [ r, ~ \
t~("~ . ~--1 D I'? is ~'"F-~ ~ h~r.~ c~ ' ~ t~ hW°` i~ f~ t~" 4 ~ ~ l C ~ ~
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9 .~j_t_ ~V r . '
b ~ t~ _ ~ r
5 ~ ~ ~ DATE 8-3 t~88
• N ~ lid' ,1~ ~7
0 M 'C'
, , a ~ . (r r
_ ~ ~ a + ~ / W .
~ ~r' 1' ~
Wti U~ i ~
~ ~ SITC PLAN IIbYIEiI
d .i Q . ~ `
•III U,1 the FollOYing Pdrmet for Sib Dete Celcelatlune rt One Location ou the Nr:.n Plen. , C ~ Iy i ~ ~ . - c^-
S' In j. 2 G' ~ x I 'G' ~i~111f4 ?RJPO LO lt!_.:..___.)w V ~ ~ ~
,r' cc cc ('~~;cr~a 4Q :D,.ru,G o1sTalcT, - N A_` , ~ r~ - + ' Olliccillarchuuse _ °p ~ ~ ~
b
~ ~ o !AREA (Sy;Ft. end Atree)1 - ~ IP i ~ '
Gruel ltDla ro art `!idle 1 167 ei6,46 s. F, 1N7J+:Ie.46 s. F. N!A ~ ~ d ~ + N ~,~[~W t;,~rr Gv~ Ar Iv P P Y E ""7'.'85'Rcres _'9'~'. eras 6"' , ~ l^``` - ~ - - -
u ~ . ~ r Rut Af/l {Cruee n>lulie BI HrK• fof Q Q _I ~ J~ ~ ~ ~ Z Q
~ YIh~CYI,IlACCIIIM?PI)1~ Nld N~A- .~ld_._.._.:._ ~ . d Il 1 Q
q1 ~ ~ - : - v ~ ' - Uaries Varies Q.. S
IAt YI0t4f NlA ~ _ See plans Z ee p au:; _ U
• (At-DEPtU1 „~'t,rih3` Varlls N1A :i r (SNd.p131:S') SNNpla115 - '.1 ~
D~NS1tY (Be11d.0A Alt ACT/I)r NIA Nf~ A NIA ^ ~ Q Q
QUILDINO COVERAOR (S .Ft. end'i of 2D ~J~,,.(a ~Z C7Q~7 L~.7~: v ~L%vr'~ Y""~~ ` q ! . ® a-
Grort Sit/)1' d~i-,;;.~1=;~~ 1,Ax-Na.x,.- ~•1 ' ' ~ ~ . _ ~ r ~ N
• X~ `GROSS F1DDA'AIIEA eAd F.A.R.1 .4 ~.-t ti 1" Z Q
SETeACRB ~(Alle lAClude d~lelA/leAl ' ~ ~ G w o .
f OA Yit/ p1iA ~fAV~pj{)1 ~ ~ IN ~i ~ o
ProAtl 65':0' 25.0'>Min. ~ J 0
1 ~ Sider ~.Q' 10, U' Min. 1
n J ReeTl 0 46,0' 10.0' Min. V ) . _ w
.185.0' 165.0' '70,U' Mtn. t`
- BB[veen $CIYCtUrdl l I ' : . ~~j . ~
IIATEBPRONri Nlh ,NIA ~ L Baler NIQ,- ~I'~~(-I
U W ri Ir fu1C~ 'N/A NIA e NIA i~ V
4 ~ y~., ~
^I y61GUtr~ lg'.6' 2l'-5y" 50' Maxirauiu F I I
NIA NIA 1 , 41th Boaw ProYl/loae(lf rppllc.Dla)1' N!A A
RAVED V$NICULAR AREAS ISq.'Ft. and- `t Of'ilta)1 20,595 S.F. 1!,260 S.I. NIA
12,3I 19,9X k OPEN SPACE Q ~ fi , 1-
7ot~l for the 4ot (S4.Ft. rin0 ~ 'i rJ 1 Df 11t0)y-. 121.TI2.4~f 64~'iRG.4A 157. Min ~r ~ s,•
,,--,t. 4 '.1,.-._;-~..-~ 7.5,222 ~ -;50:32 ~ ~ ~ "
Por the Pront Yard (S .Ft'. end ~ Id) ~ S ~ ~ , i` i of required froht yetd)) i ' ~ ~ ' '
Cl/lr Spec/ (Veterftoat Ptopecty)1 N(p_ ~ L.c~t~, p(~.i~., ~ 1t Landscape Plan
h t~C. I~ a7 ~
RxtarioC Petlmlter 8ufteiel 445 S.F, 7,150 S, P. ~NlA N }
PiuklnB l.ot lAterlor LandecaplnB S .Pt. rnd d Y r c a. c.: r_, r =S a. U ~ r 1 q Sot Ptve ehiculr
ereee! /loo.'deplci on elte plrn 7.772 14.4UX f ~ C ~ ~ t r~ !M E.n, c°.~ C'+ C7 dre~lAg Dy ehadinglcroee hetching)1 2,167 S.F. 4,790 S.t; 6X Min. - DESIaNED'.'8Y 1"~~". 3 ,
SEE SITE PLAN FOR pf.ACBAH Of DflAWN 9Y~ CHEYCKED 9Y~ ~l
APPLICAULE PARKING CALCULAT10N5. r ` PARIURG (Giv1 IppllceDle formula!! _ Gv~..,-(--t;: ~ t~ (?h, `(',;,1 1 f: ~ SCALE ~ t-' y;.p1
JOB NO.
~ n Landscape. ~
0
0 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SHEET
~a s SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 3 4F
WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
BMWs=
309821