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410 COMET AVESTORPIWATER INSPECTION RCFOR'r • .1�� �� � / �rei ri r n r- c t . . szT� SITE AbDRESS: BASIN: l •DRAINAGE AREA:O REQUIRED VOL .:�� POND TYPE WEIR TYPE: PROPOSED WEIR: L: D: SKIMMER: UNDERDRA N: _ UNDERDRAIN C.O.: -- LITTORAL SHELF: 13AS I 14 PROP. VOL.: �� �J EXISTING WEIR: L: �I — D. SKIMMER: /€ UNDERDRAIR! " UNDERORA19•C.O:'. LITTOWIL 89EL� !• )JOTES r INSP . DATE : Y1 1g EROSION: /-/ OVERGROWN: DENUDED: COLLECTION POND CONSTRUCTED PER PLAN CONTROL STRUCTURE CONST. PER PLAN - `" \ It COMMENTS: t e"I ENVIRONMENTAL MANAGEMENT CITY OF C.LEARWATER MUNICIPAL SERviCES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE Box 4748, CLEARWATER, FLORIDA 34618 -4 748 TELEPHONE (813) 5624747 FAx (813) 562 -4755 NOTICE OF COMPLIANCE 06/17/1997 The City of Clearwater Environmental Management Office has completed its compliance stormwater and landscape reinspection at your site. The site now meets the requirements set forth by the stormwater and landscape ordinance's. If you have any questions regarding this report, please contact Rick Albee at (813) 562 -4741. SITE: The Locksmiths SITE ADDRESS: 410 Comet Ave. S. OWNER: John & Lisa Beauchamp OWNER REP.: Original Compliance Date: 06/06/1997 INSPECTION DATE: 06/16/1997 RECOMMENDATIONS: Typical irrigation systems cycled at twice a week do not supply enough water for newly planted landscape material. At this time Southwest Florida Water Management District (SWFWMD) allows watering of new landscape material on a daily basis for 30 days. To obtain current watering restrictions, call SWFWMD at 1- 800 - 848 -0499. Inspect drainage system periodically for clogged drains, sediment buildup, erosion and overgrowth; then maintain as needed to insure future compliance. "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" s- o 05/02/1997 CITY OF CLEARWATER POST OFFICE Box 4748, CUARTATER, FLORIDA 34618 -4748 NOTICE OF NON - COMPLIANCE The City of Clearwater Environmental Management Office has completed its stormwater and landscape inspection at your site. The site is in non - compliance with the stormwater and /or landscape ordinance's. If you have any questions regarding this report, please call Rick Albee at (813) 562 -4741 SITE: The Locksmiths SITE ADDRESS: 410 Comet Ave. S. OWNER: John & Lisa Beauchamp MUM.: INSPECTION DATE: 05/01/1997 CODES VIOLATED:LANDSCAPE: Section 42.27 6(a) & 8(a)(d) STORMWATER: Section 36.007 1(c) REQUIREMENTS:LANDSCAPE: Install 20 shrubs (18" hgt) within the interior landscape island. STORMWATER: Remove the sediment build -up from the drainage flume. COMPLIANCE DATE: 06/06/1997 RECOMMENDATIONS:Request an on site meeting for a detailed explanation of the requirements. To insure compliance, a reinspection of the site will be conducted after the above compliance date. Failure to correct the requirements by the compliance date will result in the issuance of a "NOTICE OF VIOLATION ". "EQUAL EMPLOYMENT AND AFRRMAnvE ACTION EMPLOYER" C I T Y OF C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 June 17, 1993 The City of Clearwater Environmental Management Office has completed its landscape inspection at your site. The following report is the result of our inspection. If you have any questions concerning this report, please contact Rick Albee at (813)462 -6598. , SITE: Beauchamp Beauty Salon 410 Comet Ave. S. OWNER: John & Lisa Beauchamp OWNER REP.: INSPECTION DATE: 06/17/93 PASSED DEFICIENCIES: None at this time, site meets code requirements. CODES VIOLATED: None COMPLIANCE DATE: RECOMMENDATIONS: Continue to maintain landscaping in a healthy growing condition to insure future compliance. INSPECTOR: Rick Albee To insure compliance, a reinspection of the site will be conducted after the compliance date. Failure to correct the deficiencies above by the compliance date will result in the issuance of a formal "Notice of Violation ". too ''Equal Employment and Affirmative Action Employer'' 1, L r1 i I y !B =N X LI 4� `D U ZOO C _ G PROP. FLNUW\ GVD.Dr-- # ! rgEs, pg.�f�lG � �Y2,V_:_ 0.>� EX . BL_QG . S;c OUGH .:_q. TH J L�z`l' :',�O►��IEt�TAL' MGt. C>:�cCE I I . 3:1 ':;X. GR. 24 X 36 PRi VIED ON 140. 1DO08 CLEARPA04T. .. .a +.- r- -z-.ea-...e.�w ..._ ».: �'ca.. <.+..au �. e• �� - .. -�'. '•�GS:ui= -- si&i..TM�['iX..i'C= ��- .�.�.�+.ui�.l`.L. G4C -2f15 L.di�. � S- �tlt.�ts�.0 id.'m -- _ �Ye..�A °s�� Yt.w. - C�:r3 "�OEMSi. -.0 ..-.., ... _t`....e. �'�:S: a�1�.S..... -.....,i.. +sc:.z. .�...a ... ... ., : >. ...�... fiAEE REMOVAL PERMIT THROUGfi ,,,NV1P0." !,Rr-NTAL &IGT. OFFICE Q�Sti.I'Mrk;t� S � J¢S ^t 2-CNj P.M 2�S i n,•�,�r� Gl nv►i�i. rVnf��:�lf 1 L1�h!',� =5. ASI%.1 •# 1 OZ5 x(2,) ` rAI11. y .... .......... a� V) `--- S aU F F: E V- + Olt ANY CIIANLS IN S E,C11JS, Si'1.C1FIC1'l'iutiS + ^ L � pESIVN \t'1'1'IIOU'l' Til'= Ct7i�Si:N'1 JP 'I'Iij; i- �Il {T?(•1 QF ]ENV 1I'.0N.NIE.NFAL'�IAN,% VOID. IENT 11ENDE10 I'IA . . r` Al P,t SOD BERM a RETENTION BASIN I' TOP OF BANK /BERM EL. roT,O MIN. 3:1 PROP RE'. ?^- 51 1 # 2 ( 2'X1 I') TOP dK E�k\I D< EL. G-1.0 Wt-1, ac r. "ESCAPE PLAN Arrt`4VED AS NOTED Date .. ?�.,�. ,Irk.:.......... i%bk W*k$ oepadMerd Wmatat Mgt Ofd PH. b COMPACTED SUB - GRADE - AS PARKING DRIVEWAY SECTION K T. S. J� ►' ! 5'ttiN. 30T. EL. G S.5 SOD SECTION A -A SWALE SECTION RETENTION BASIN N.T. N, T. S. 3d -- e'LIMEROCA BASE h1 L o, . l�•D wi Q 1-- W O U I a r-6-1 / ill= I O, 0 5` LEGEKJ Q Ex• EL. + c��•q EX . CONTOU tL PROP. EL. + �� 5 ) /� �jkr r� SITE DATA Zone: CG Area - 11,550 s.f. Useage: Hair Stylist plus single residence Parking Required 6 chairs @ 3 18 spaces Residence 2 spaces Total Za spaces Parking Provided -?.I spaces Handicap Spaces Provided = 1 , Minimum Open Space Lot Open Space Required 15% x 17,550 2,633 s.f. Provided - -- 6,550 s.f. Front Yard Open Space Required 50% mina Provided 60% Building Coverage Required coverage -- 60% Max. Proposed coverage -- 28% Floor Area Required -- 40% max. Provided 32.7% Landscape Requirements Vehicular Use Area 6,198 s.f. Interior Landscape Area Required = 6% x 6,198 = 372 s.f. Interior Landscape Area Provided 665 s.f. t,14 t E ALL L- AMQ5GAVjQG 51iAI.L gi✓ WlTiiti>`1 100 pF A Hose 818. 5� 6 "CONC. 6. X 6"X #I: 10 W.W.M. a• FLUME SECTION GROUT TOP OF HOLE 6' LONG PRE -CAST CONC. . 5" WHEELSTOP WHOLES TO ACCEPT *6 REBAR FOR ASP H, A SNUG FIT, 8' FROM EACH END. 24" IJ Z-2- #6 REBARS DRIVEN THROUGH iI WHEELSTOP TO COMPACTED SUB-BASE. �I PRE -CAST CONC. WHEELSTOP N. T. S. n2 e, SECTION 13 -T29S R15E- PINELAS OOUNTY - FLORIDA raw 3 u ' Si..di.r'• : �=!•', 4f+yi�.'�'". �. �v } 3. � �� � s �a•o zv� sy D t Ri3 e• y y�f �•; yfC -'d ����T� �M� �. I '"""1. vao-.;�Yi E+(ja C3 - `..."I' ♦, �`T � w••ti n 3E � '.. >N �..r.. C"5 . � . l .'vLb4% � :,•yp + tiK'sy. 5' +t `� CM � -�/ ♦yr f i `7 �F 9''.�N-i �gjyq' ♦ �� �'' � jjj }��a �C P �S l t" � � .7F i ".Dr'•.L3_.. u� M.Vria_RJ l S� �i... -.Ef•P . 4­1 �. r op'r Sr9 %9 t i� f3 ii?��ii�:• SCO K95 7 1cuu� to ear LEGAL DESCRIPTION: Survey of Lot 5, Block A UNIT 7 of SKYCREST SUBDIVISION according to the plat thereof as recorded in Plat Book 50, Page 18, of the Public Records of Pinellas County,,Florida, Note: 1. The hereon described parcel is in Flood Zone C. DRAINAGE CALCULATIONS Total Area - 17,550 s.f. - 0,40 acres Run- off Coefficients Pre- Construction Impervious 51200 x 0.9 = 4,680 Pervious 12,350 x 0.2 - 2=470 17,550 7,150 C1 0.41 Post- Construction Impervious 11,000 x 0.9 = 9,900 Pond 1,700 x 1.0 = 1,700 Pervious 42850 x 0.2 = 970 17,550 12,570 C2 - 0.72 Retention Required Use 50 year, 1 hour storm V -(0.72-0.41) x 4.0 x 0.40 x 3,600 1,785 c.f. Use 2 basins equitably designed as to sub- drainage areas Basin #1 11400 c.f. Basin #2 - 495 e.f. Total 19895 c.f. OK Note: Additional swale added for proper drainage - volume not included in above. NOTES 1. All construction and materials shall be as per Standards and Specifications of the City of Clearwater. 2. Contractor shall verify the location and elevation of all utilities before start u€ construction. 3. Pavement shall consist of I" asphalt, Type It, on 6" lime - rock base, compacted to 95% maximum density, on compacted sub - grade. 4. Hay Bale sediment traps will be required during construc- tion, to prevent erosion drainage to adjacent areas. 5. Retention basin(s) shall be excavated two(2) weeks before start of construction. STAN VIL ENGINEER�IP.L.S. 1230 S. MYRTLE AVE., SUITE 303 CLEAR WAT E R - FL46 -4916 33616 BEAUCH_AMP BEAUTY SALON _ GRADING, DRAINAGE & UTILITIES PLAN SCALE: 1"zZ_1U1 APPROVEDBY: � YV. DRAWNBY DATE: 5 -Ia -671 "r,.' LarsD l-.N� 4-10 CO i-iI f�iiV °- �•* .� DRAWING NUMBER o.)y. <v ' 700 e) i g*�� P �' .. yf �: . -. "� '- - i 1 '�, � , r' :+ 1 `� l � � S C° /, {� ,',{ 9 '� �i