PSP89-35PSP89-35
300 BELCHER RD N
BELCHER COACHMAN PROFESSIONAL CENTER
FROM: Scott Shuford, Development Code Administrato OLTY(C-EQW
VIA: James M. Polatty, Jr., Director Planning & Development
SUBJECT: Simple Adjustment to the Certified Site Plan for Belcher-Coadiman Professional Centre-(PSP-
- . 89-35)-,
COPIES: See List Below 6 C' '
DATE: October 20, 1992
The applicant has submitted a request for a Simple Adjustment for the Belcher Coachman Professional Centre
site plan certified on August 31, 1987. All previous conditions are carried forward.
New condition is as follows:
1. The applicant shall obtain the necessary building permit prior to construction.
This amendment to the certified site plan is approved as a simple adjustment to the site plan for Belcher
Coachman Professional Centre certified on August 31, 1987. Please certify the attached plans and distribute
to those listed below.
LRH/Irh
cc: James M. Polatty, Jr., Director of Planning & Development V
Cecil Henderson, Engineering
J. Terry Neenan, Gas Department
Tom Miller, Environmental
Ream Wilson, Parks & Recreation Director
Don Meerians, Traffic Engineer
Victor Chodora, Building Official
Cyndie Goudeau, City Clerk
Steve Doherty, Zoning Section Supervisor
Ted Clarke, Planner H (Memo Only)
Developer/Project Sponsor (3) - Mr. Peter Marich
410 South Lincoln Avenue
Clearwater, Florida 34616
10sa8935.cer
CITY OF CLEARWATER
INTER-OFFICE COMMUNICATION
DATE ??? 19 [ D
TO ?-? L,'_
FROM
SUBJECT C 0f J
197
0 PLEASE REPLY ON REVERSE SIDE
TO:
CITY OF CLEARWATER.
City Manager Anthony L. Shoemaker Interdepartment Correspondence Sheet
FROM: John D. Richter, Development Code Admin f rator
COPIES: See List yJ
SUBJECT: Minor Plan Change/Belcher Professional Office Complex
DATE: August 27, 1987
On August 1, 1985, the City Commission approved the final site plan for Belcher
Professional Office Complex. The site plan was certified on August 5, 1985.
r
On March 18, 1986, an amended plan was certified (the approved minor plan change
involved four carports to be constructed over existing parking spaces located in the
northeast corner of the project).
On June 24, 1986, a modified plan was certified (the modification involved a change
to the parking layout/vehicular flow in the southeast corner of the site in order to
save two trees).
The applicant now proposes a second story addition of 311 square feet. To provide
the one additional parking space required for the addition, the applicant proposes
to restripe nine 10' wide parking spaces existing at the northeast corner of the
site to create ten 9' wide spaces (minimum width as per Code).
Also, the applicant requests approval of a proposed four car canopy over 4 existing
parking spaces to provide covered parking for the new tenant. These 4 spaces will
also be restriped to provide the required 9' wide clearance between the columns for
the carport. Required setbacks are being provided. The building coverage, open
space, interior landscaping and paved area are not being altered. Traffic Engineer-
ing has no objection to the restriped parking spaces and the carports.
I recommend approval of the current requested modification as a minor plan change
subject to the requisite certificate of occupancy being procured within one(1) year
from the date of issuance of the initial building permit.
If you concur with this recommendation, please initial this memo, attach it to the
copies of the revised plan and forward them to the City Clerk for certification and
distrihtitinn_
JDR/SEG/df
2 x.98 RECEI'V'ED
-
0
?? AUG '?'l 1987
Developer/Project Sponsor (3) - Toni L. Young
List
Andy Onufer, Building (1)
Bill Baker, Public Works (1)
Ream Wilson, Parks and Recreation % E P
Cecil Henderson, Utilities (2)
Keith Crawford, Traffic Engineering-(1)
Nicholas Lewis, Fire Marshal (1)
Paula.Harvey, Planning (1)'
Ray Wyland, Zoning (1)
Cyndie Goudeau, City Clerk (1)
Bentley Construction Development
Eggineering, Inc.
303 E. Douglas Road
Oldsmar, Florida 33557
& ?, CITY C;LER??
C I T Y OF C L E A R W A T E R
POST OFFICE BOX 4748
CLEARWATER, FLORIDA 34618-4748
DEPARTMENT OF PLANNING AND DEVELOPMENT
Telephone (813) 462-6880
January 14, 1991
Mr. David M. Koval
Project Engineer
Cumbey & Fair, Inc.
2463 Enterprise Road
Clearwater, FL 34623-1790
RE: Preliminary Subdivision Plat for Belcher Coachman _ Prof&sionil Center (includes Trinity Baptist Church),
a 3 lot nonresidential plat, located at the southeast c6rner of Belcher Road and Northeast Coachman Road
:.(SUB 89-10B)_
Dear Mr Koval:
To clarify the previous confusion about submittal for certification of your preliminary plat, the correct information
and direction is as follows:
On December 27, 1990, the Development Review Committee approved the above referenced preliminary plat
subject to the conditions listed on the attached copy of the unofficial DRC minutes.
Please submit fifteen (15) copies of a (signed and sealed) preliminary plat, drawn in accordance with Development
Review Committee conditions of approval, to our office, 10 South Missouri Avenue, within sixty (60) days from
the date of approval. When all conditions required prior to certification have been met, the preliminary plat will
be forwarded to the City Clerk for certification. Following certification of the preliminary plat, please contact the
Public Works Department (462-6625) for the final plat process.
As you are concerned about the site plan review process in regard to development of this property, a site plan
review is required prior to the issuance of a building permit if an (individual) parcel proposed for a nonresidential
use is one acre or more in size. Therefore, your proposed development plan as you mentioned on the .88 acre
lot;will not require site plan review approval. However, please be advised that no certificate of occupancy for
development on the currently undeveloped parcels will be issued until the final plat has been recorded.
If you have any questions, please feel free to contact me or Sandra Glatthorn, Senior Planner.
Sincerely,
Jam . Polatty, Jr., Al P
Direc r of Planning and D pment
DK8910bS.seg
cc: file; seg;
Kingsale Partnership
4805 49th Street North
St. Petersburg, FL 33709
''Equal Employment and Affirmative Action Employer"
Development Review Committee
Page 3
December 27, 1990
r 10.- The relocation of the water main requires a Pinellas County
Public Health permit prior to the issuance of a building
permit.
11. The trash compactor area shall be screened as per Utilities
Department requirements prior to the issuance of a certificate
of occupancy.
The motion.-was seconded by Bob Maran and carried unanimously.
ITEM #2 - - . -BELC11ER COACHMAN- PROFESSIONAL CENTER (includes Trinity
Baptist Church)-located at the southeast corner of Belcher Road and
Northeast Coachman-Road (SUB 89-10B).
PRELIMINARY SUBDIVISION PLAT - Approved with conditions.
Pertinent comments from each department representative are
incorporated into the motion listed below.
MOTION: Sandy Glatthorn moved to approve'the preliminary plat
based upon a finding of this Committee that the plat conforms with
the design guidelines for subdivision plat review subject to the
following: %
1. The plat shall be limited to one point of access to Northeast
Coachman for Lot 2 and one point of access to Sharkey Road as
Indicated on the supplemental drawing. Appropriate
restrictive language shall be provided on the final plat prior
to recordation.
2. The final plat shall be recorded within 1 year from
certification of the preliminary plat.
3. Prior to certification of the preliminary plat, the applicant
shall submit the requisite concurrency test review form and
s ,fee.
4. If a traffic impact study is deemed necessary by the City, the
applicant shall submit the requisite traffic impact study and
fee prior to certification of the preliminary plat.
Motion was seconded by Art Kader and carried unanimously.
ITEM #3 - ESTATES AT SAND KEY, located on undeveloped property
previously site planned as the Harborage, east of Gulf Boulevard,
south of Marinia del Rey Townhouses (SUB 90-01).
30~ N~ 3elchCr ~ .
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SEE AttACHEO f'REVIOUSI.Y PEi~f" IIttED al
DRAWINGS FOR LEGAL OESCRIP710N
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PROPOSED V U . ,
~ UTAITIWG /GALLERY ~LL~~ HAtCH INDICAtES INTERIOR LANDSCAPE ~
\ ~,aNOSCawr~ • exisr. ADDITION ENTRY TO 6E I~LOCATEp CALCULAtION
OUTWARD OF NEW
ADDITION ~Q
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la'EMOVE EXIStMCa ~ 4 3PACl=B
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- ~ EXISTINCz
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PRO~ESSIONaL ro rz~M ~ OFFICE COMPLEX to REMAIN AS IS . ' ~
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QCISTINCs PROP~OBED REdJIREp \
XONINCs pI87RICt LIMITED OFFICE LIMI7EP OFFICE
USE PROFESSIONAL OFFIG~S PROFESSIONAL OFFICES ~
(J
LOt AREA 62,581 sc~. ft. 62,581 act, ft. 6,0fD(D sc~. ft, \
NET AREA 51,5't5 sq, ft. (Sq) -
L07 WIDTH 305' N/G bfd' i'~. ~ ~ ~ ><.t.t
LOt DEPTH 3f08' N/G 85' 7 SPACES ~ : _
;y. ~ z
RUILpINCs GOVE12ACsE 13,839 act. ft. 22.1q 14,124 acj, ft. 22.6q 30 q
CROSS FLOOR AREA (FA.R) 14,158 sq. ft. 23 14,162 sq.ft. 2-0~ fD3 max. ~ ~ N
SETBACKS
FRONT +10' N/G
SIDE IS' N/C 25 S .
10' ~ • 'Certified as a true and correct copy. On Octobe
REAR 15' N/G 15' ~ ` 20, 1992 the Development Code Administrato approved a simple adjustment to the site plar
BETWEEN STRUCTURES WA N/A N/A I certified on August 31, 1987 for the -Belche
HEICsHT 20' MEDIAN N/G 25' max.
PAYEp VEHICULAR AREAS 26,565 sq, ft. 42.4q N/C 4 S ACES ~Y~O~~.Y g~~ Coachman Profession,~l~~"Cer~tc~,~ All previous ~ conditions are ca ie~`,forward. A rib~r condition is
OPENSPAGE - ' 8Wi ~ Sua D~4't~p 8-zm-8b w/ R~YISIONB , . ~ ~ as follows: (1~.~`~, ap'~~carlt~t,shalf<~obtain the
To7AL FOR THE LOT 2fD,fD31 sq. ft. 32q 19,746 aq. ft. 31.Bq 30q min. . • ~t pQ~a 8-Z4-8'i. necessary burldu~ p~rr~it>,~rior to`~6RStruction.
FOR THE FRONT YARD 2,512 sq. ft. 35q N/G 5$ 9; I 'Witness my(~'hagd :ands tli~ '.seal o~ "thy' Cit o b/ ~ ~ ~i ~1~ r k~ . ~ ~ Y
' EXTERIOR RERIME7ER SUFFERS 5' g~ g~ I'=20'-0' Clearwater, lririd~:on tbds~j7`lNd dad."oOctobe
PARKINCs LOt INTERIOR LANDSCAPfNCs ZF~6'T act: ft. 10q 2,661 sci, ft. 1(dq 6 ~ min. CI,594 aq. ftJ /~f,~~~ ',~4~~r, 1992.
PARKINCs 66 SPACES 66 SPACES 66 SPACES ~ De ty ity ~Clp~'k
(INCLUDES 3 H.G. SPAGPS) " \
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Comm,
9213
' ` DATE 3-14-92
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1EGAL DESCRIPTION: , +
9 AS BART OF LOTS 7 APX9 8, IN MOLL ACRES SUBDIVISION, ANO DESCRI ED ~k
, FO!lI~TSs
!P T LOT B MOSELL ACRES, ACCORDING TD THE MAP OR°PLAT THEREOF THAT AR , t
a ~.A1 BOOK 24 PACE'70 OE THE PUBLIC RECORDS OF PINELLAS , RECORDED IN , 0 DA DESCRIBED AS FOLIOMiS `
CtA1NTY,; Fl RI ? UE THE MOST SOUTHERLY CORNER Of SAiD lOT,B, BORDERING OLEANDER AVEN BEGIN ~T
° cc LINE OF: SAID LOT 8 A AND RUN TtTEhCE f~1RTH N 00.01.:39 E ALONG,THE EASTERLY ti , P~ A •1 ~ •
` FEET• RUN THENCE N`84°58':21" WEST A DISIANCE!OF 74.39 FEET;. OiSTANCE DF f0f.63 , .~o '6
S 36° A7' 26" E A DISTANCE OF 126:11 FEET TD Tt1E POINT OF RUN THEME ,
PART OF COT 7 OF SA1D MOSECL ACRES, ..DESCRIBED 8EGINNTNf,, TOGETHER WITH THAT •
AS FOLLOWS: n . , T-SOUiHERLY CORNER OF SAID COT 7 BORDERING OLEANDER AVENUE FORA '
BEGIN AL f~, r!{1S NG THUS ESTABLISHED CONTINUE' ' : POINT BEGINN1i1G, AND<FROM-THE POINT OF BEGINNI
' NORtH-ALDNG THE EAST BOUNDARY OF 5AID'LOT 7, 80RDERING OLEANDER AVENUE A r ~ ~
F ~ HNC NORTHWESTERLY ALONG THE BOUNDARY LINE BETWEEN SAID DISTANCE OF 339.03 EET,,T E E +c ~ Ifs ry ~
S ANCE OF 279:95 fEET• THENCE SOUTHWESTERLY PARALLEL TO THE L0T5 7 AND 8,A I)I T ,
STER Y BOUNDARY Of STATE'RD.;NO 590 AS SHOWNmON 1HE PLAT OF MOSELL ACRES, AS SOUtHEA L
' RDED IN PLAT BOOK 24 PAGE 70 A QISTANCE OF 200 FEET :TO THE BOUNDARY HEtWEEN RECD b 6 f1F AID:'MOSELL' ACRES• 1NENCE SOUTHEASTERLY ACONC SAID BOUNDARY BETWEEN `
• ~ LOTS 7 `AND S 9 i'E•ET TO THE' ESTABLISHED POINT OF EEGINNING; ' SAID~IOTS b ANO 7A DISTANCE ~ 553.b `
E P THE THREE FOLCDWING DESCRIBED PARCELS: - ND XCE T LESS A
` 0 DERING OLEANDER AVENUE ,
1.-BEGIN AT Tt~ .MOST SOUTHERLY CORNER OF SAID LOTS 7 B ~ ~ AND FROM T E DINT OF BEGINNING THUS ESjABLISHED, 6 FOR A POINT BEGINN[NG, N P ~ w ,
` TEEN SA D lOT5 6 AM1g3 1 OF 8-24-87 Revised Data N ~ • 1HWESTERLY ALONG 1NE'BQUNDARY BEN ~ RU jHENCE ° ~ ISTANCE ~ ~
MOSEII ACRES' A'DISTANCE 358.58 FEET;';RUN THENCE N 53 52 34 E A 0 ~ Address 30o North Belcher. Raad Site o.• 0 ~ a / ~ 1 f ~ J~ Fi
O FEET•-RUN iHENCE S 47° O1' 53" E A DISTANCE OF:Zb6.91 FEET TO THE onin oL -Limited office /~j / QF 2 , ARY OF SAID city z g
AST BOUND ro osed. ~ ' EAST°80UNDARY'OF SAiD lOT.7; RUN THENCE..SOUTH ALONG-.THEE • • No .Change in Impervious Area is F P E'~~G~"~ ~(7, Gi~~'•+,,~,, i ~+r'~G?'~ ' ' r', \ ~lp~? ~ Pyc. @ .00'1
F 119.51 FEET'T0 THE ESTABLISHED RING`OLEANDER`A~ENUE A DISTANCE 0 "xo°Change" ~ . LOi 7 BQRDE ~ open space ,T-(J ~ ~ . "xo Change„ U
POINT OF BEGI 1 Building 9, . "No Chan e
Building Coverage 9 ~ AS CORNER OF SAID LOT 7 BORDERING OLEANDER AVENUE AND T NORINE T oor Area Ratio 14,707 - 65,34Q = 0.23 0.3 Max.. • 2, BEGIN AT HE F1 ~ ` ~ .
u< N SAID LOTS 7 AND B , • W AL ;cGross"Leasable Floor Area 333 SF - ° ONG THE,80UNDARY BETWEE ' RUN THENCE N 36 07 2b Parking ' L 1 /~,r , V
R ND FROM THE POINT OF a 204 NN NG A 'Walkwa /Balcony/Walls _ ~ ~ A.DISTANCE OF '212,80 FEET -FOR A' POINT OF BEGI I , y • ° 5F . ° i n BOUNDARY' A , 537. l~`® ` ..4 r,. ~ ~ ~
• ABIISHED:CONTINUE N;36 07 26 W ALONG SAID Mezzanine Area _ --'~GINNING,THUS EST ~ ce Re fired F
• N S 17°'51'.19" E A DISTANCE OF 56:81 FEET; - 333 SF x .0045 = 1 Additional Sla FEET RUN THE CE • ~ * , d DIS?ANCE (>F' 6b.9S , e is rovided as shown on ti
• r ° OF'22.Ob FEE1 TO'THE ESTABLISHED POINT ~ Additional spac P ® } • e ~ r RUN'iNENCE 5;89 58 21 E A DISTANCE ~ T2V1PJian 6C. • ® 'r \ i 3 " } ~ r. ~ nO,O` f 1a ~ ~ , O
BEGINNING. v, Oo ' f ~ • , S A r ~ ~ ~ ,L. ~GJ ~ r,
f. fie \ • • , ~ 0 G p~~ x , a
EGIN AT THE_NORTF(EAST CORNER OF SAID !pT 1 BORDERING DLEANDER AVENUE AN ;`F* r ° ~ „ WEN SAID LOTS 7 AND 8 _ 6A MBE'.. .NrN + ° ~k , • r f' _ A C3~JG THE BOUNDARY BETE RUN THENCE N 36 07 26 W L , Q/% ~
' ~ 6,11 FEET FOR A T'OINT <OF BEGINNING, Ate FROM THE POINT OF StANCE ~ 12 . ` ~ p ~ DI ! ,
E ~ ' NU N 36° 07''..26° W ALONG SAID BOUNDARY + G11~VII~fTNl1S ESTABLISHED, CONTI_ w
, a 0 8' 21" W A' DISTANCE OF 22.06.. . • ISTANCE' IIF 8b. 9~:FEET• RUN THENCE N 84...5. t;;. o fi ~ "
r i FEEL ° R!~!: TF~NCE S 00° 01' 39 ` W A DISTANCE OF, 70 FEET, RUN THENCE ' .a . , " HED POINT OF G~.G4l~` ' \ ~ p, •
• ~ ~ r n `~P 2f E R DISTANCE OF `73.21 FEET TO THE ESTABLIS S 89 ~ ~ ,
, • Y BEGINNING ~ ~ Pis ,G~ ~ ~ - ~ 3 ,
q0 A5•RECu?OED IN Tt'E ~'FICIAL RECORD QODK 2800, PAGE 23b OF THE PUBLIC qp ~ ~ 'RETENTION i. 1 ~ . • .1 ~ POND
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, { • ~ ' ~ THE DOCUMENTS ANO THE IN, ' ; '2~-~ Q ~
_ M ~9r 'w r.1 ~ Nti ~-r 'I.D , ~ _Q , i , { 'L~:Z FORMATION ',CONTAINEQ HERE
~ `~p ~ IN' ARE THE SOLE PROPER7Y1 OF ARCNITEC?UTAL CONCEPTS
1 i I W c~ .,~,~.~yr~~ gyp,. , ` h J ! ~ ItJ ~ INC. UNAUTilORF2E0 RfPl1~. `
Nf ~ .u_ GoNriQUL. ' ' ' f l,s, ~ 'u ; DraCT10N:ANDrOR ~REtISE MAY F s $ ~ ~ i BE PR06ECUTED ?N AGCORD•
~ , ~ ~ . ~ , I i I 1. Ih£DUC,.~: • I N ~ AH(~..WITH TH6 ADpROPAIATE ` i` a I ' • ~ GOPrRIGHT AND PATENT 111,W , -
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r ~ , , ~ wa7E~ _ti,A~N Q REVISIONS a P~'~. 8"k (o`~ Rf;DUC~K _ ~ l (7d GVT`(' C~ CL•1;ARWAY£~c C i~EGS.,`~ !
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T ov~l°~ UM r~~ aN ; a__. NOTE: 1. Existing ground elevation variE~ o a ~ PAR K4hlG
l U ~ _ _ 'from 24.2 to 24.6 over entire ` a ~ • SAVE 3R~~
~ _ _ r _ ~ __~~_____.t _ _ w - r~ ~o site. ~ ~ a 50 CARPC~K i ~ hDu%~ ~
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` Certified as a true and correct To Minor Plan Chan e a o` , ~y PY ,.FkF~„ 2. .Sod all green areas, especially ~ ; a 'hange ap~~oved Administratively;. ~ Q z DRAWH 81':~ and bahks & bottoms.. ~ ,
i i 8/31/$7. Witness my hand find the seal. of the City of Glearwat~ of ,G2earwater~,,.~lorida, this A ^ Z w _ ~ ~ATa:. Ij ..I~ ~J 4 j, "
_ ' ~ , Y- N -~H~i~t'< r j- ,<<•. thirt first day of `.August, .1987. ;Y~.~~ r, r'~ , - ~n'ti~I>~:..~ ;t,~s~lr~';,~' _ _ d ~ U' ~ REVIEWED;®Y; 1.~'~'• ( "C/ 3. During construciaon, berm all, Z
- - i -F. / „ ~ ~ 'fir; / Lr .,1•^~-t , ~ I ~ ~ Z ~ ^ DATE ` stormwater receiving areas all W m J ,ti",
, > / ' ~ , ' around to prevent discharge off- ~ Z N a ,
-~C"' ~ I ~ ~ r ; ~ Z, f ~ ~ ~ Deput~:~~City Clerk city~c~erk _ ~ ~ site. Erosion `should not be ~ z ~ PROJECT' N0. -
~ _ , ~ - PVC /~;TDAFTf~R ~ ; r , , anproblemnnbuffsigns of develop- a
l i cita frnm rnn- ~ a 4. _
f qtr L Ve- The applicant now proposes a second story addirj c}.', 31 s sre'et. To provide Structi0nwafvtheuproject must a
a , . for : the a i'ti n .,t% the one additional arkin s ace required fo 434iti n 0ieCa ~iicant proposes ' -a , .1 be corrected, and reoccurance o W , DRAWING NO.
aAL At j ~ OF to restripe nine 10' wide parking-spares existing he- ing'`AC,; he 9,r-tfieast corner of the prevented. n ` o
2. o' MGDU1 R ~u~TH ; site to create ten 9' wide spaces minimum width as P er Code y. s per Codey. a U Z Y
3 u
l i Also, the applicant requests approval of a proposed four car ed four car canopy over A eaiating REVISED e! ,`f Z . _ o ~ 1 new tenant. These 4 spaces will 'Oft I T E L A N, ~
parking spaces`to provide ~cdvered parking for the new tenant. I - - also be reatriPed to Provide the required 4' wide clearance ;b r, clearance between the columns for " .'20' AUG. 2 6 1987 W
the carport. Required setback e are being provided. Thebui d. The building coverage, open It w
s f apace, interior landscaping and paved area are not being alte t being altered. Traffic Engineer- ~1 " a ;
DETA I L O C T O N inghas no ob ection to therestri ed parking spaces and the' c . . ea and , the carports: Pl~h1V11~{1 ~MQ~ ti DfPARj'~ 0
V i r.. TO Jt 14G NA AN ~40~ Ei S»h art to th• •n,,4t4t• rnrti#icata of oCCU1ZnCV beine,t)rncurl )erne procured within one (2) year _ 3 ~r
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v 21 `I ~ i UI?.a?w~ 1~~ 11 ~ 2 ~ . ~o''J ! 25, ~ ~ ,_I~IUL.c.H .
~ - ~vIN ~ 2'1. ~ . p ~Nl I Yo HOUR ~1~'i'F.•~) ~ y' .a,
~
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. , ~ ~ f. 2~i.5
2 ~0 ~I Iwo ~~~~IU~N~'~~ % ~
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11"~ ~ Q~ M ~
~ pt.~ !o b"12 ~ - Co, 52~ ~ , ~G~ ~i ~ ` Chu p..l-~ ,~.~ou?..1G'
L ; tv~ii ~7 i - 2'1 I `bi 222 J , ,w ~ E , ~ aT1'~ ~ ~ ;.C~
~ I , ~ . 2 E 0'~V PJ Tit N l~ D D ~ 1. , > ~i0'~V hJ ~PQEVEr~~" F~,oA~'(NC~
[~!i-.(a (x•.21 ~ r~ , 1 ~ ~'I aU csr~I~IG~ Jt~C~,A2G~~ ~~-l~l k~N"(i~,.1C~ C~"C~I~.
~ VoI~U~~ ~Qb ,
~ ~ I ~-,auks AGif~i-;'~ ~x~Goxl~x'~~=11 ~ . G~E~~~ra1 23,20
Z ~ ~Q~ 6aTTOnti 23, 0a as
i
~W~?v ~
I - o I~' ~ vJ b C w ~ M -
i ~ ~ ~ T ~ ~ G . _ ,
___a______w._____V_._~ ~ .
-r5 e
~o~lt~ ~ ° y
~ ~ r~l _ - A
0 ~ Q I, , 1 S: LOPE-3.1 DEPTH 1.6 ~ 'rJ.tj ~
POND VOLUME S , a--- _ _ _ , . , ~ -
AREA VOLUh1E .'L1,0' POND 111
a , e . .
_ ;PART.A TOP'AREA _ 43+47.(49} =.1715
~ I + _:~IJG a~ X10 G^~-~ ~t'2~ EtJCA~b I~
x27 = 432 - PART B TOP AREA..- } (32 } A P- _ . ~ MUI„U~-( = %2'c~ ~~K:=Nosh _ - •
.2147 r 2 - ~,I a ~ TOTAL TOP-AREA ' -
~ J. G/ ~ - ~i~ ~~Q
Zh o0 ! s~, ~ . • ~
Z , ~ 32+1 44.2 = 1083:. . ~ A ~ ' ~ 2~+,6~ PART A BOTTOM AREA, 7 ~ ?f - • ' _ ~ _
- ~ ~ ~
~ , ~ 2~,c~ PART B BOTTOM AREA- ~ (20x17) _ 170 ,~,0 ' ~2 L.1 E::~S ~3C-Oh!'T~. CJ~~ n
,W N~ ~ ~ \ WooO LNG Nt~-'f '
a. ~ ~ 1253 1
TOTAL BOTTOM AREA , _ , 4 1 _ti 2720 h~ ~ "
. f :3 POND Ill VOLUME = 2147.+.1253 (1..6} = 120 `f~'.-1- ~oIJtJC~ '
2;
. .2 2,•I ' . 2373 T~~ '~N~ t~T~~ 1. ~ r
.,r- POND 1~3 11;5.+ 6.7 (163}(1.6} ~ f- ....P _.w..___.__ . ~ 2 - ' k W
~ f~ . 7 ; I~ ~ 1 ,
~ - 2867 1 ~ ~ - POND It2 ~ .f • 'I
_ f- 2~i~a~ ~ + !E4 10.5 + 5.2 (Z30)(1.6) 2
. a ~ a~Ulsm.~~
Pr~N p ~2 ~ . ~r 7982 . ;
M -TOTAL VOLU E , , T;, ~ c~ " ' t - W ,
.h R~.~ - 7982 Y 7718 REQ'D. _ _
i GRADE ~ ~ ~ y~ ° a•Y. !f~ ~7L..111.~Y~,.;'l .7. c/l~.af./-~~/N~all1 ~ff/^ . Q ~a~
' t~ ~ WATER MAIN OR O. (ww//l ~
^ ^ - ~ - TION VOLUME SLOPE 3:1, DEPTH 0.7 ~ - PERGOLA STOR!A GRAIN Q f~ ~ ~ ~ Yr ® ~
M xD ~ d EPTN ' POND 111 (USE SOTTO AREA )
2~.~ 877
1253 x 0.7
~ 884 POND 1~3 8:8+6.7(163)(0.7) ' A, ~ . ~a" Meg. vERTICaL cL. ' - DO NOT, SCALE PRINTS '
2 , ~ , ' THE DOCUMENTSAND'THE IN-
NT5 0.7 1007 ' 1~ SA;IITARY SE1'!ER fORMATtON `CONTAINED HERE. IM ARE,THE-SOLE PROPERLY
_ . , POND `112 & li4 ; 7.3 + 5.2_(230)( ) r 2 . s ` n OF;ARCHITECTURAI. CONCEPTS:', ,
INC UNAUTHORi2,E11:REPRO` ' ~ OUCTION AND' OR REUSE' 1AAY
2768 TOTAL VOLUME I .n ~ - ~,s GRADE gE''PROSECUTED IH ACCORO-
_ - G 10~ ~ ID' ' ~ ANCE, WITH ;THE APPHQPRiATE COPYRIGHT AND PATENT' LAWS.
2768 ~ 2723.. WATER' h1AIN OR A.I:P, IS.~ USED IN PLACE OF V.C.t', '
,~.gj NOT REVD. r - ~ - - NOTE. VOLUMES IN POND tE5 ARE 4 S70RM • GRAIN FOR A tdlN-0F f0~ EACH .`WAY REVISIONS _
' ~ 2. . FROhI OF WATEP. MAIN YlHEN • NO. .
~ + PERCOLATION AREA _ 2768 _ 3954 SF I THE VERTICAL CLEARANCE 8ET14EEN DATE DESCRIPTION WATER a SEWER :MAINS IS IB° QR`kESS,
15.6 - O.7 ' I 9- I ~ ~ ~ ~
_ X3,7
i c=`.279 3.6 1.5=1.51 CF S' ~ CRITICAL FLOW H Q C A ( ) IB" OR LESS VERTICAL Cl.: ' . I
~.b
- ~ .
r _ ~ ~l
NOTE ~
r V.C.P, (VITRIFIED CLAY PIPE) SAN. SEWER GRAVITY MAIN ~ CONCRETE , EttCASEMENT' QF SANITARY ~`i . • , ,
SEWER GRAVITY MAIN tS NOT PERMITTED, ~~i -
. 1 , ' ~ ' w I
PL'r~D ~ ~ VERTICAL ' CLEARANCE ' ~ . ' a
0 ~ ,
a`
a x "'mil DRAWN BY: ~'v;A"'r "J~O, t,
y , W w DATE:. 2
O v Z to REVIEWED'8Y:
f . ,y
w DATE ,~j W ~ J
Q> ? c '
. Z N PROJECT ~NO. .W.~,
J W
3
W a DRAWING NO.
Vo W a
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C ~ ~ ~ J. j / 1
~ ~ 1 ~ 'I o F
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