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616 E STAPPLICATION FOR LAND CLEARING & GRUBBING PERMIT - ^' ° CITY OF CLEARWATER 99��ItEll��o� PLANNING & D %MENT SERVICES One City. One Future. (727) 5 7 DATE 0'41 ► O / ) RECEIPT NO. A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the nrnnarty riacr•riharl halnut 1. Location of Property: 2. Project Name: (O /& z-�- �3 /iPE -F 3. Purpose of clearing and /or grubbing: aN-ew Construction ❑ Demolition a Tank Removal ❑ Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed 7 i ditches, canals, and swales) r/n �; 5C�0 � I 5. Proposed method of debris disposal `ir 'J�� i7 *? �t % 6. Date you plan to begin work¢ 7. Proposed method of soil erosion control 8. ❑ No -Tree Verification Required rBJree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 52.08, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE ,--REGA-RDING EROSION AND SILTATION CONTROL. Signature,.gf Oy�er or 0 wne�rs1�e sera ve Address / Printed Name City (t Zip ��s � c' Representatives' Firm Telephone Fax Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. DO NOT WRITE BELOW THIS LINE (/ y Land,Resource Comments: 1-� 0 , �i�� /i.t Based on the above comments and informatio .submitted, the above clearing & grubbing application is: Q Approved As Submitted Modified As Noted Above ❑ Denied k1 , Signed:, Date: : 1f C7( City Manageror Designee CLEARWATER One City. One Future. Brian J. Aungst, Mayor- Commissioner Ed Hooper, Vice Mayor- Commissioner Bob Clark, Commissioner Ed Hart, Commissioner J.B. Johnson, Commissioner 1362- 0002 -GC White - Applicant Yellow - Planning & Development Services 899 .D m 3 CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT _ NAME OF OWNER l��at-- AO ,�' �c£ REASON FOR REMOVAL: OWNER'S ADDRESS 14�Construction PHONE 37�� •Permit # PyPAW1,014g1 SITE ADDRESS /(o ,Qfir)`— -See "A" below LOCATION OF TREE(S) ON LOT ❑ Hazardous SPECIES AND NUMBER OF TREE(S) _ / ❑ Declining U Dead TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to Q Other (Specify) be removed, plus $3.00 for every tree above 5 to be F« removed is required. Fee Recd. $ 4.5.0 d A44A".4 Receipt # ` fe 14 A) CONSTRUCTION Date 0 41► o / o 1 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: 3 b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement I. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 12' overall height, 4" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together wit plans s bmitted is a true representation of all fads concerning the proposed removal of the tree(s). Any deviation fr m the per ' issued s e ' null and void and be considered a iolation of the Community Development Code. Signature of owner or appli nt Printed Name OO �f/i.ti .//e"7//1,4) Address Agency Representing (If Not Owner) C5�� 7d State Zip Phone nn AIlIT %AIMITP nrl - u,. ....- .. . _ . .. _ _ Fax Required Replacement Trees: �� 0 { `U --t, Applicable Code Section: <c `- ;p q rY 12-L,\ Based on the Inspector's comments and information submitted, the above removal application is: 0 Approved as Submitted Approved- Modified as Noted Above 0 Denied I I 1i � I r - t c� - Signed: ', - , Date: Community 1evelopment Coordinator or Designee /Inspector 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 11-00 CCL 4. Nednesday, April 04, 2001 10:19 PM H. Hart 527 -2915 p.02 15 alm e'1 pa 1 e I o , —J U /40ak a � 6812 oak ''4 o k7 oak �1 J z s 6 � c� oak '� . >Q ' iuU 000 'u z 1 e oak f , 14 oak , /� 1�, oak � 6, oak t LAKEVIEW MEDICAL OFFICES 616 E S i mm CLEARWATER. FLORIDA - - - -- ------------ - -----A HBU ° � U (1 [MCI, Ono. 0"11 �. ST. PW u =00toft - lti oMOA ee poa sm -m -»m &a -#w2m PARTIAL SITE PLAN K�m� V-20, Wednesday, April 04, 2001 10:19 PM H. Hart 527 -2915 FAX ATTN.. Mr. Rick Albee Fax Number 562 -4576 Phone Number FROM H. Hart Fax Number 527 -2915 Phone Number SUBJECT akeview Medical E Street Number of Pages. 2 Date 4/4/01 MESSAGE A & S Construction asked that this be faxed to you Henry Hart Edward Hart, Inc. P.01 TEMPORARY CITY OF CLEARWATER CERTIFICATE OF OCCUPANCY PLANNING AND DEVELOPMENT SERVICES MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA. 33756 PHONE (727) 562 -4567 FAX (727) 562 -4576 THIS CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS OF SECTION 106 OF THE STANDARD BUILDING CODE CERTIFYING THAT AT THE TIME OF ISSUANCE, THIS STRUCTURE WAS INSPECTED FOR COMPLIANCE WITH CITY ORDINANCES, BUILDING REGULATIONS AND STATE LAWS REGULATING BUILDING CONSTRUCTION OR USE. PREMISES LOCATED AT: 616 &OfS ' STREET CONTRACTOR: A &S CONSTRUCTION INC 8800 FORT KING ROAD ZEPHYRHILLS, FLORIDA. 33541 CBC058127 PERMIT NO: BCP2001 -01491 OWNER: PELICAN MEDICAL GROUP 616 E STREET CLEARWATER, FLORIDA. 33756 CONDITIONS: 1.PROVIDE HANDICAP PARKING PER CITY STANDARDS, REPAIR BROKEN SIDEWALK. 2. FINAL ENGINEERING INSPECTOIN FOR NEW PARKING LOT. ,�3. COMPLETE CONSTRUCTION OF REMOTE PARKING LOT 4. PROVIDE EASMENT FOR DRAINAGE, AS- BUILTS AND ADMINISTRATIVE LOT DIVISION. &FINISH LANDSCAPING PER REVISED PLANS FOR FINAL INSPECTION. • THIS IS A CONDITIONAL CERTIFICATE OF OCCUPANCY AND WILL EXPIRE ON THE DATE SHOWN BELOW THIS CERTIFICATE ISSUED ONLY FOR THE STRUCTURE AND OCCUPANCY STATED ABOVE AND IS VOID IF THERE IS ANY CHANGE IN EITHER OCCUPANCY OR STRUCTURE. DATE OF ISSUANCE 7/19/2001 EXPIRATION DATE 8/20/2001 BUILDING LA CITY OF CLEARWATER r DEVELOPMENT SERVICES _ 0 100 South Myrtle Avenue, 2nd floor 99�ATEP�� Clearwater, FL 33756 PHONE (727) 562 -4567 FAX (727) 562 -4576 PERMIT APPLICATION . , v L0 j JL 18 2001 I- LAIVIVIJIU & QEVEL„ppMEN-r SERVICES CITY OF CLE"ATER PARCEL NUMBER M PROJECT PROJECT /JOB NAME z 3 LOCATION -4 PROJECT ADDRESS 6p Z CE7— ZIP CODE c 3 BUSINESS NAME PHONE M m LEGAL DESCRIPTION LOT BLOCK/TRACT SUBDIVISION NAME (last name, first): PHONE OWNER ADDRESS CITY STATE ZIP CODE NAME PHONE ARCHITECT/ ADDRESS FAX # ENGINEER CITY STATE ZIP CODE n STATE REGISTRATION NUMBER 17 M CO. NAME LIC. HOLDER PHONE CONTRACTOR ADDRESS FAX # CITY STATE ZIP CODE STATE LICENSE # OCCUPATIONAL LICENSE # PCCLB # CITY ISSUED BY WHAT IS EXISTING BUILDING USE WHAT IS PROPOSED BUILDING USE GENERAL INFORMATION NUMBER OF LIVING /BUSINESS UNITS NUMBER OF STORIES BUILDING HEIGHT _ SQUARE FOOTAGE: LIVING GARAGE /CARPORT OTHER PROJECT DESCRIPTION 0 (Single family residence, office, retail) (Single family residence, office, retail) CONST. TYPE: 1 II III IV V VI; P or U COMMERCIAL A -.Z2; TOTAL D v M 0 D /r i IF FAX PERMIT PLEASE ENTER PROPERTY ADDRESS NATURE OF BUILDING a ELECTRIC O PLUMBING O MECHANICAL O GAS Q FIRE 0 ROOFING Q WORK (Check all that ENGINEERING Q LAND RESOURCES O LANDSCAPING a TRAFFIC ENGINEERING apply) UTILITIES a OTHER TYPE OF WORK NEW 0 ADDITION Q REMODEL Q OTHER Q DEMOLITION 0 VALUATION $ DRC NOT - APPLICABLE CASE # FL or FLS (circle one) DATE: CDB NOT - APPLICABLE APPROVEDO DENIED 0 • Anyone planning to do excavation work, must notify the one -call "CALL SUNSHINE" Notification Center at 1- 800 - 432 -4770 prior to any excavation work being done, in order to prevent underground damage. Federal D.O.T. Regulation Part 192, Sections 192.614 and 192.707. Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. CERTIFICATION I HAVE COMPLIED WITH ALL THE FEDERAL, STATE AND LOCAL ASBESTOS REGULATIONS CONCERNING NOTIFICATION OF THE PROPER AUTHORITIES OF THE PROPOSED DEMOLITION AND RENOVATION PROJECTS. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I am aware of Florida and Federal Accessibility Codes, and I certify that I have met the requirements of both. I certify that, this application together with any plans submitted is accurate and represents all work being done at this time. All work will be done in compliance with all applicable laws regulating construction and zoning and if not I realize I am responsible for the removal of any construction in violation of these laws or regulations. Any deviation from information submitted, unless approved by the Building Official will render this permit null and void. Signature of license holder Print name Date ZONING LAND USE OFFICE USE ONLY FRONT SETBACK: SIDE SETBACK BUILDING HEIGHT REAR SETBACK TRANSPORTATION IMPACT FEE (Calculation by the City) k S: \Building Department�Forms 9- OO\Permit Application.doc ATLAS PAGE w `� . a 4; z - 43 7"� t4lo Jilt IVA '4r 41- Zo 1,.v:&i•9 vdo-'t'+/ szipe 6towe 14e2 4 _------- 41 ',4 Vsrd elm, filell� e -lon .40711A*IVI wi4 '041f J%?g e ,?4 j.lt 19t ft e Af o <4 J �1oi/y \3 AEA A In tl' k'KN w �� - e� A, -i CTS A. chi C?' SpEcil"TCATIONS, OR 33 DIREUVC)IJ ✓ 01, XxZ c !_..i3 fees ire rnandlitjry. AND Tj ire'. r Ian' Usc.aped 0 LANDS" PLAN APPROVED AS NOTED Date '7 P7 - -y Y— r CEIVED JUL IS -200f PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER PLAN SAD. i wa 00) ON 9 e, so /I(v C** 7,l Alo, -11q4�rw* 4r ,11f all'-t C,,j e0p. lip AJ 34� Y,4PV4P 1-1 V 11,0 e 1wev 'e 'e" o e. J 2� 2 A 0 'r. //S, Pvft �4f t4lo Jilt IVA '4r 41- Zo 1,.v:&i•9 vdo-'t'+/ szipe 6towe 14e2 4 _------- 41 ',4 Vsrd elm, filell� e -lon .40711A*IVI wi4 '041f J%?g e ,?4 j.lt 19t ft e Af o <4 J �1oi/y \3 AEA A In tl' k'KN w �� - e� A, -i CTS A. chi C?' SpEcil"TCATIONS, OR 33 DIREUVC)IJ ✓ 01, XxZ c !_..i3 fees ire rnandlitjry. AND Tj ire'. r Ian' Usc.aped 0 LANDS" PLAN APPROVED AS NOTED Date '7 P7 - -y Y— r CEIVED JUL IS -200f PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER PLAN SAD. i wa 00) ON 9 , , I A e A s tws/,ti� / Z g 3 G Lr of yarn �a 41 .i >'d. 9 SAG �o fe�� Zc �J�t , . i9NfiA ��oti•✓ �D1�txD�kt�AalllY /r� �-,•� ,aov 4 4 4 11 +�iA � tkY-i w♦ r +�{ i��! 1 •l. '. �r i /- 44,vif ` lj * A zfN %f . AA�I�N�1��*• fro di1'�f i'l /�,��bvf� �/�iQA/ /Ny �Ort �i,Nl (�A/tir /M�� • �G� Dl�l�� *r j,� .�' �;� r�:�!�. .. j.•; a ,r�4'. � l,`, ?,...is . I Zr 30� of 36 ,,e pdi,,1 / 3 o y* L 'Ali a v �C ''A In ,% g QC r C �! Vim- J r r.. D f; •t e+ } _,s. GR n. 1 • M1 A. LANDSCAPL- �i� APPROVE D - AS NOT ED �.� Rafe 7•�y•�� _ry T ]VED ' JUL 18 2001 PLANNING & DEVELOPMENT SERVICES G fY OF C EARWATER Via, a co 1% 0 st _ .�LANT"L r X' Y Rs sUv4 V iAtr1lA�.9 �/ell,Y ° �9lSrioa%J _ , �. eww, w + do :, cG . �/,S �/ �l.-�2 vs, �FF• � �,✓` ate• 3.4 ` � pow e� /Na /A'v � v o 7f PIN If It JWA Ale 41 .i >'d. 9 SAG �o fe�� Zc �J�t , . i9NfiA ��oti•✓ �D1�txD�kt�AalllY /r� �-,•� ,aov 4 4 4 11 +�iA � tkY-i w♦ r +�{ i��! 1 •l. '. �r i /- 44,vif ` lj * A zfN %f . AA�I�N�1��*• fro di1'�f i'l /�,��bvf� �/�iQA/ /Ny �Ort �i,Nl (�A/tir /M�� • �G� Dl�l�� *r j,� .�' �;� r�:�!�. .. j.•; a ,r�4'. � l,`, ?,...is . I Zr 30� of 36 ,,e pdi,,1 / 3 o y* L 'Ali a v �C ''A In ,% g QC r C �! Vim- J r r.. D f; •t e+ } _,s. GR n. 1 • M1 A. LANDSCAPL- �i� APPROVE D - AS NOT ED �.� Rafe 7•�y•�� _ry T ]VED ' JUL 18 2001 PLANNING & DEVELOPMENT SERVICES G fY OF C EARWATER Via, a co 1% 0 st r lfj4 74t #I M r i �O / vim vAti f <<ly C /• L/�,VAlt'. j /�iv %f A J d�i✓Q/1a�+• fo d/1,if 1;4 �/f' All. � 0 it �� wwvre- 100 1� f Y J-I rIGEt'' 1� � it `ivy ds/ .• %/ /6 � 09 � � `� .` 'rJ ti t,j� V �3 t `�► . , ¢{ ANY CIIASGES IN SPECIE S, E �, SP CII�ICATIONS, OR ' 7 , •' + ` :� : �• -!� Il' 1JTG ''�v'r2i.�i�) J �.' �ti' ��: ��.�.'t:�iW�.�.' Os' Mi'_. DIRECTOR / �G�rlK G �Gt /ti/�1 �, , ►, . ► fl .J G a I'; OF El" v' .0 `v ri�:'v 1 .� �<�£; � ±V2 Q< Ir fi 'i {� 'I:f14`L AP' ZO . �`. l '' )`tail, v',01). 36 Ii lee _i ALI, b' pfoi;c`= ly Irst 1 ±ied per approved p;an. rrior to C 0 In &' ection. �d Reinspecuou fees are mandatory. AND r V z' RAISED CUl',i�S cr P110 CC'UVE TIMBERS J R QiTI��Ii where interior larid-,eap'ed areas abut pavemtnt. •j: LANDSCAPE PLAN [�;.'; APPROVED AS NOTED • s1t roe &v;p,�ss JUL 1$ 2001 _ • Date 7• l �/ __ --,.e. .30 9Ac Lir4 0f a L'� --_- , ' ► PLANNING & UEVELOPMENT By - --- i f SERVICES . f CITY OF CbEARWA7l_R �Y �r- +�. �'.M wN1M W •y_. •Y-•�� .,q,. �.ur.r. IP' . ml �� •��.• ♦.�.w Zo /,vd�9�^� �Y' off.{/ • � " ��' {' • 3� " i�c • 7 ,Er�i�,,�vP � T�lst • /�i� da'� , �� %�ZTt Gar ij 'O% i �O / vim vAti f <<ly C /• L/�,VAlt'. j /�iv %f A J d�i✓Q/1a�+• fo d/1,if 1;4 �/f' All. � 0 it �� wwvre- 100 1� f Y J-I rIGEt'' 1� � it `ivy ds/ .• %/ /6 � 09 � � `� .` 'rJ ti t,j� V �3 t `�► . , ¢{ ANY CIIASGES IN SPECIE S, E �, SP CII�ICATIONS, OR ' 7 , •' + ` :� : �• -!� Il' 1JTG ''�v'r2i.�i�) J �.' �ti' ��: ��.�.'t:�iW�.�.' Os' Mi'_. DIRECTOR / �G�rlK G �Gt /ti/�1 �, , ►, . ► fl .J G a I'; OF El" v' .0 `v ri�:'v 1 .� �<�£; � ±V2 Q< Ir fi 'i {� 'I:f14`L AP' ZO . �`. l '' )`tail, v',01). 36 Ii lee _i ALI, b' pfoi;c`= ly Irst 1 ±ied per approved p;an. rrior to C 0 In &' ection. �d Reinspecuou fees are mandatory. AND r V z' RAISED CUl',i�S cr P110 CC'UVE TIMBERS J R QiTI��Ii where interior larid-,eap'ed areas abut pavemtnt. •j: LANDSCAPE PLAN [�;.'; APPROVED AS NOTED • s1t roe &v;p,�ss JUL 1$ 2001 _ • Date 7• l �/ __ --,.e. .30 9Ac Lir4 0f a L'� --_- , ' ► PLANNING & UEVELOPMENT By - --- i f SERVICES . f CITY OF CbEARWA7l_R W Z W a Z NOTE: REMOVAL OF EXOTIC SPECIES WILL BE REQUIRED AS FOLLOWS: 1. BRAZILIAN PEPPER (SCHINUS SPP.) ^n PROPOSED NEW 10'X12' 2• PUNK TREE (MELALEUCA SPP.) 3. AUSTRALIAN PINE (CASUARINA SPP.) Jli�'j �T� 6.0' HIGH WOOD FENCE DUMPSTER --- - - - - -- - -- ----------- ENCLOSURE W/ GATE (S) EXACT LOCATION TO BE VERIFIED 6 APPROVED BY SANITATION DEPARTMENT --------------------------------•---------------------------- - - - - -_ -- _- - - - - -- - - - -- COMMON NM BOT. NM 10.00' ASPHALT ALLEY SPACING DEVELOPER: 9 PROPOSED USE: MEDICAL CLINIC QUERCUS VIRGINIANA 3' INGRESS/EGRESS EASEMENT LAND USE MAP DESIGNATION: IRT 6 MDR (PARKING AREA) CREPE MYRTLE C/O ARVIOA REALTY CODE AS SHOWN O.R. 6022 - 222 S_89- 54'50' E. 257.00' LOT AREA: 31.964 S.F. . 0.73 ACRES (OFFICE SITE) 3 GAL. CLEARWATER, FL 33763 -3541 9,127 S.F. - 0.21 ---------- T— _-------------- -�-• -- ---- - - - - -- -- 1-- - -- -------- T-------- - - - - -- -- ACRES TOTAL 14' -16' O.A. (727) 461 -6111 EXT 326 OFFICE SITE -IRT ZONING REGUIREO EXISTING PROPOSED BUILDING AREA EXISTING 11,200 S.F. i1, 200 S.F. PAVEMENT - 12,420 S.F. 12, 620 S.F. GREEN AREA - 10,525.6 S.F. 10, 325 S.F. PARKING 5 PER 1,000 S.F. 'r r 40 INC. 2 H.C. 56 REQUIRED VARIANCE REQUIRED LOT SIZE 31,964 S.F. 20, 000 S.F, 31,964 S.F. LOT WIDTH 288,68' 100' N 288.68' HEIGHT , , N N ' EXISTING, ONE STORY ( 4' 35.3' 35.0' 35.3' SIDE SETBACK MASONRY1SUILDING 10.15' 20.0' 10.15' REAR SETBACK 3.97' 20.0' 3.97' PARKING SITE - MDR ZONING r EXISTING PROPOSED O '1% N/A N/A PAVEMENT - 4,004 S.F. 6, 329 S.F. A S P H L T P A V I N G 2, 651 S.F. PARKING SUPPLEMENTAL 0 ' IXORA 6 FOR OFFICE o, LOT SIZE 5,000 S.F. 8.980 S.F. 8, 980 S.F. ' LOT WIDTH 50' 50' 50' PENTAS I 30' MAX. w a , 25.0' - - SIOE SETBACK 7,5' ` REAR SETBACK - Cr. N 'm , - .Flood Zone: X -Areas of Minimal Flooding Community Panel No. 125096 33.27' AUGUST 19, 1991 NOTES: BOUNOARY INFORMATION IS BASED ON A r , AZ ALEA 6 ' o ENTAS 8 ' ' o a O8 REALTY DATED 7126100, AND A SURVEY BY GEOOATA SYSTEMS, INC. JOB NO. �, 2658 DATED MAY 16, 2000. , IL c ••- � TYP !%I PI47� S NS EX' AZALEA r ; 43.47' 0 \Sw TY 1-1-35 ;; EXISTING 6.0' SIDEWALK ; !9' o 1�, L�l OL AVER , ,�,cs `:- CONSTRUCT ''. ` �` ��: (2) NEW ' c DRY H.C. STALLS y RETENTION EXISTING LC IPER CLEARWATER 0 ' GINGERTAS POND APPROVED DETAIL ~ GINGER AS I N RETENTION _ -- - �, - •:� - _�_ _ -' N , GROUND COVER _ N I '' l INSTALL NgW `j DRY i p0` 6" VERTICAIIL ASPHALTiII�i P A V I N G Q zAK REND r10N LANTE I O �,•0 O '�.. 6,, CURB I � i o POND ., 4- N ✓/ 4, ,0.'�OO U- - - LIRIOP LAN ANA I z'• Q 0 0 0 O ✓� 24. N.89'54'50" W. 292,30' EX n NEW EXISTING 5.0' SIDEWALK—/ rn MITERED o END SECTION 1 1 1 1 EXISTING 2.0' S.R. UPRIGHT CURB RELOCATE 6l6 Es�". I.mkeule�u Met��ca� o�F�ce E. STREET " . - EX, STREET ENO :�Sw3 0 _11-' C= C=3 BARAICADE -- - -- ------------------------------------------------------------------------- ---- --------------- 60.00' R/W 25.2' PAVING TO S 0 SATE SECTION 21, TOWNSHIP 29 SOUTH, RANGE 15 EAST INLET 6 GUTTER LINE FILL LAKEVIEW ROAD EX, DITCH [ Ex I3 VARIGATED FIRE HYDRANT GINGER AS If I 24 00' GROUND COVER 2 „ --------------------------------------------------- -- - - -- — ___ ; ;2 I. 9 , C� w �• 1 ALL PLANT MATERIALS TO BE FLORIDA 01 OR BETTER QUALITY INSTALLED - - - - - - - - - - - - - - ,L' Z— '�F- �� - - -- NO. COMMON NM BOT. NM SIZE SPACING DEVELOPER: 9 PROPOSED USE: MEDICAL CLINIC QUERCUS VIRGINIANA 3' DEVENORA N, AMIN LAND USE MAP DESIGNATION: IRT 6 MDR (PARKING AREA) CREPE MYRTLE C/O ARVIOA REALTY CODE AS SHOWN S' TALL 1988 GULF TO BAY BLVD. LOT AREA: 31.964 S.F. . 0.73 ACRES (OFFICE SITE) 3 GAL. CLEARWATER, FL 33763 -3541 9,127 S.F. - 0.21 ACRES (PARKING SITE) MAGNOLIA ATTENTION: BETTE HAYES 41.091 S.F. - 0.94 ACRES TOTAL 14' -16' O.A. (727) 461 -6111 EXT 326 OFFICE SITE -IRT ZONING REGUIREO EXISTING PROPOSED BUILDING AREA EXISTING 11,200 S.F. i1, 200 S.F. PAVEMENT - 12,420 S.F. 12, 620 S.F. GREEN AREA - 10,525.6 S.F. 10, 325 S.F. PARKING 5 PER 1,000 S.F. 26 INC. i H.C. 40 INC. 2 H.C. 56 REQUIRED VARIANCE REQUIRED LOT SIZE 31,964 S.F. 20, 000 S.F, 31,964 S.F. LOT WIDTH 288,68' 100' N 288.68' HEIGHT 10.0' TO SAVE N 30' MAX. 10.0' TO SAVE FRONT SETBACK 35.3' 35.0' 35.3' SIDE SETBACK 10.15' 20.0' 10.15' REAR SETBACK 3.97' 20.0' 3.97' PARKING SITE - MDR ZONING REQUIREO EXISTING PROPOSED BUILDING AREA N/A N/A N/A PAVEMENT - 4,004 S.F. 6, 329 S.F. GREEN AREA 15X 4,976 S.F. 2, 651 S.F. PARKING SUPPLEMENTAL 0 14 - 9'x20' STALLS FOR OFFICE LOT SIZE 5,000 S.F. 8.980 S.F. 8, 980 S.F. ' LOT WIDTH 50' 50' 50' HEIGHT 30' MAX. 30' MAX. 30' MAX. FRONT SETBACK 25.0' - - SIOE SETBACK 7,5' REAR SETBACK 10.0' - - .Flood Zone: X -Areas of Minimal Flooding Community Panel No. 125096 0015 AUGUST 19, 1991 NOTES: BOUNOARY INFORMATION IS BASED ON A SURVEY PREPARED BY KILLION 6 ASSOCIATES JOB NO. 93-207 DATED 5/31/93, A SURVEY /SITE PLAN PROVIDED BY ARVIOA REALTY DATED 7126100, AND A SURVEY BY GEOOATA SYSTEMS, INC. JOB NO. 2658 DATED MAY 16, 2000. E. STREET " . - EX, STREET ENO :�Sw3 0 _11-' C= C=3 BARAICADE -- - -- ------------------------------------------------------------------------- ---- --------------- 60.00' R/W 25.2' PAVING TO S 0 SATE SECTION 21, TOWNSHIP 29 SOUTH, RANGE 15 EAST INLET 6 GUTTER LINE FILL LAKEVIEW ROAD EX, DITCH [ Ex I3 VARIGATED FIRE HYDRANT GINGER AS If I 24 00' GROUND COVER 2 „ --------------------------------------------------- -- - - -- — ___ ; ;2 I. 9 , C� w �• 1 ALL PLANT MATERIALS TO BE FLORIDA 01 OR BETTER QUALITY INSTALLED - - - - - - - - - - - - - - ,L' Z— '�F- �� - - -- NO. COMMON NM BOT. NM SIZE SPACING REMARKS 9 LIVE OAK QUERCUS VIRGINIANA 3' lA AS SHOWN 14 -16' O.A.- * CREPE MYRTLE CALLISTEMON CANARIENSIS CODE AS SHOWN S' TALL LCCI SWEET VIBURNUM VIBURNUM OOORATISSIMUM 3 GAL. 24" O.C. AS HEDGE • MAGNOLIA 3 GAL. AS SHOWN 14' -16' O.A. INDIAN HAWTHORN 3 GAL. 24" D.C. AS HEDGE TING TREE TO BE PRESERVED ACCORDING TO HIGHEST NURSERY STANDARDS. PROPOSED INGRESS/ EGRESS EASEMENT U) r` 2. MULCH IS TO BE 100% SHREDDED, GRADE A CYPRESS, INSTALLED A MINIMUM F',- FOR BOTH OWNERS ~ OF 2' THICK IN ALL PLANTING AREAS. r ► , 5 3. ALL DIMENSIONS ARE TO BE FIELD - CHECKED BY THE LANDSCAPE CONTRACTOR 2 PRIOR TO CONSTRUCTION, WITH ANY DISCREPANCIES REPORTED IMMEDIATELY A TO THE PROJECT ENGINEER, NEW ASPHALT ry 20' O DRIVEWAY 4. 100% AUTOMATIC IRRIGATION SYSTEM TO BE DESIGNED AND INSTALLED BY APRON LL CONTRACTOR. IT SHALL BE LOW VOLUME W /RAIN SENSOR SHUT -OFF AND WELL(S) ; DIRECTIONAL ; •J SIGN FOR 5. CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL EXISTING PARKING & o N r C , D Q < a fi F M... rr T' , tr . ►fit -_ �. ' Q O U) LLJ CC U O H _J W LL W LL F--f O o �_� w Q < W -j H 3 0 (° CC Li Q 2: W U Lq • UTILITIES AND UNDERGROUND CONDITIONS PRIOR TO HIS COMMENCEMENT OF PRIVATE DRIVEWAY TYPICAL WHEEL THE IRRIGATION WORK. 1 11 1 1, STOP _ , --------------- ENDS 1 , `. STATE ROAD 60 GULF TO BAY MATCH - 6. ALL BUILDING MATERIALS AND LABOR TO CONFORM TO THE SOUTHERN O BUILDING CODE AND ALL LOCAL CODES THAT HAVE JURISDICTION. o , EXISTING TREE TO BE REMOVED 7. SOO TO BE 95% WEEO-FREE ST. AUGUSTINE FLORATAM, INSTALLED WITH 5� TIGHT JOINTS, ROLLED AND FERTILIZED. PROJECT LOCATOR S. PLANT ALL CANOPY TREES A MINIMUM OF 5' -0" FROM PAVEMENT EDGES. , EXISTING 6 14 2 12 ' HOUSE 1 DIRT SHELL 9, PROVIDE CONC. CURBS OR WHEELSTOPS AS SHOWN TO PROTECT ALL ' DRIVE 2 LANDSCAPED AREAS. t WHITE ; ; Z'` X m BLUE BORDER 10. ALL LANDSCAPE AREAS TO BE FILLED W /MIN. 1S' OF CLEAN TOP SOIL, o ,� BACKGROUND AND SYM80L 1 12:1 12:! 1 EXISTING TOP SOIL SHALL BE STOCKPILED ON SITE FOR USE IN THESE AREAS. m 1' SERIES "C" -' PARKING BY LETTERS N NOTES: ----- - - - - -- ; C�� 1. METAL POST TO BE GALVANIIEO. ALL B01 -TS, NUTS, WASHERS , - - - - _ DISABLED BLACK AND SCREWS MUST BE RUSTPROOF. , 1 � � WHITE BLACK , ,nS !**416 PERMIT 2, CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE $ BACKGROUND BORDER CURB RAMP AND FLARE r , ONLY ANO LETTERS SHALL HAYE DETECTABLE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. , ,m ,0 1�s 3. SIGNS SHALL BE FABRICATED BY USING REFLECTING COATING N , WARNING TEXTURE. SEE Q IN THE SYMBOL. MESSAGE AND BORDER APPLIED TO A SHEET DIRT 6 ,9<^ Le al 0escrtptton(0fflce BuLlding Parcel), J FLORIDA BOARD OF BUILDING ' ^° Los 9, 10,11,12 and 13, Block 9, Map of Bellealr (FTP26) ODES ANO STANDARDS -PAGE 58 OF ALUNINUN BACKING (.080) IN THICKNESS. - , SHELL PROP S 1" N 1 'ZO 1" SERIES 'C' 4, MASSAGE LETTERING SHALL BE UPPER CASE (WHITE)(SERIES 8) i DRIVE �. 24 2 2X ,v Flortda, According to the Plat thereof as recorded 2' HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC to Plat Book 1 Page 105, of the Public Records of N LETTERS EAC ,a< , WHITE 9255 FINE CONTROL DEVICES. NOTE - ALL PARKING r H111sborough County, Flortda, of which Pinellas W + BLACK 5. THE SYMBOL 19 COMPRISED OF TWO ELEMENTS, A WHITE STRIPING TO BE WHITE PAIN � ° � Count was former! a art. BACKGROUND F.S. 3!8.14, BORDER WHEEL CHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) OR TAPE ,`N D y y P AND LETTERS ON A SQUARE BACKGROUND, INTERNATIONAL BLUE COLOR , , "a,: , FOOT INDEX 17355 (FTO 695a, COLOR 016180) N Vacated Rl ht -of -Nays H FACE OF CURB OR 6. SIGN POST SHALL BE MIN. 2'0' CLEAR FROM BACK OF CURB. l�i\Y ; W` ', Begtntng a� the Northeast corner of Lot 6, (n EDGE OF PAVEMENT ! 'z ,;,;r, c ,,. Block B, Bellvleo Court, as recorded to Plat ` r I CII'iC.A : I O1 ' " Book 10, Page 43, of the Public Records of OJ�_`: + -,� ,�,; "' , ,�'i'r�'.t,l. Pinellas County, Flortda, thence N.89'54'48'E. '''Olt J for 61.68 thence S.13 25 50 E. along the H/C SIGN "r' % .:... ,"t , ' Rlght-of-uay of First Avenue West, for 152,00' theoce itavtng sald�Rt�ht�of -Nay, 3.88'07'04 "N. SIDEWALK 61-64" thence S,13 19 54 E. returntng to said . e`/---------------------- •-- - - - - -- -- •----- - - - - -- o _ Right -of -Way 153.84' back to the Poin? of Beglnntng. �- - _ - �.- ..�...-..,,.- 0. R• 1104, Page 1105. +�' �< (�` >, .� ar I I<<` 1.i ! �' ", '' "•'ER`` I ` VARIGATEO I PIPE GINGER AS „�- n). <re zlzteczor laudscape�l � BOLLARDS GROUND COVER � ��*°:- �. .DATE t J`ui d�'�t1:CUt. I ` erl Insta11 ��.�// der az prt�lr�1 ,Oz:,i •,t-:,,.. , e� ' 9112100'' PROPOSED - ,. �Q >� , C (1 IrGpection' STRAIGHT ENOWALL LANDSCAPE PLAN /'�,, t.`'� r)' N0. 00(±30 3'to5' I ' `'Hoer” "'' Reiu*FCCU0zl fees are wau,iatory. FOOT INDEX 250 ��'K �V J SQUARE \ ay..p i �--°j s" --� �-• \ ,:� I INV - APPROVED AS NOTED A7 i �:c Q HANDICAP PARKING SPACES 6. ,, r `" `z�° �,s,k�t ,� I. �� 6' STRIPE ,�,? �4 '� N E T - - 12' SINGLE BLUE . s ,,� .,.Y �.� Date -Z4•� 1 �� 4�,?� 1 . BLUE HASH ) 'ED 174 AND SIGN DETAIL 5 - ��- ��,�,��- By SCALE: N.T.S. MARKS ON 2' Q - CENTERS i N N Lq • UTILITIES AND UNDERGROUND CONDITIONS PRIOR TO HIS COMMENCEMENT OF PRIVATE DRIVEWAY TYPICAL WHEEL THE IRRIGATION WORK. 1 11 1 1, STOP _ , --------------- ENDS 1 , `. STATE ROAD 60 GULF TO BAY MATCH - 6. ALL BUILDING MATERIALS AND LABOR TO CONFORM TO THE SOUTHERN O BUILDING CODE AND ALL LOCAL CODES THAT HAVE JURISDICTION. o , EXISTING TREE TO BE REMOVED 7. SOO TO BE 95% WEEO-FREE ST. AUGUSTINE FLORATAM, INSTALLED WITH 5� TIGHT JOINTS, ROLLED AND FERTILIZED. PROJECT LOCATOR S. PLANT ALL CANOPY TREES A MINIMUM OF 5' -0" FROM PAVEMENT EDGES. , EXISTING 6 14 2 12 ' HOUSE 1 DIRT SHELL 9, PROVIDE CONC. CURBS OR WHEELSTOPS AS SHOWN TO PROTECT ALL ' DRIVE 2 LANDSCAPED AREAS. t WHITE ; ; Z'` X m BLUE BORDER 10. ALL LANDSCAPE AREAS TO BE FILLED W /MIN. 1S' OF CLEAN TOP SOIL, o ,� BACKGROUND AND SYM80L 1 12:1 12:! 1 EXISTING TOP SOIL SHALL BE STOCKPILED ON SITE FOR USE IN THESE AREAS. m 1' SERIES "C" -' PARKING BY LETTERS N NOTES: ----- - - - - -- ; C�� 1. METAL POST TO BE GALVANIIEO. ALL B01 -TS, NUTS, WASHERS , - - - - _ DISABLED BLACK AND SCREWS MUST BE RUSTPROOF. , 1 � � WHITE BLACK , ,nS !**416 PERMIT 2, CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE $ BACKGROUND BORDER CURB RAMP AND FLARE r , ONLY ANO LETTERS SHALL HAYE DETECTABLE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. , ,m ,0 1�s 3. SIGNS SHALL BE FABRICATED BY USING REFLECTING COATING N , WARNING TEXTURE. SEE Q IN THE SYMBOL. MESSAGE AND BORDER APPLIED TO A SHEET DIRT 6 ,9<^ Le al 0escrtptton(0fflce BuLlding Parcel), J FLORIDA BOARD OF BUILDING ' ^° Los 9, 10,11,12 and 13, Block 9, Map of Bellealr (FTP26) ODES ANO STANDARDS -PAGE 58 OF ALUNINUN BACKING (.080) IN THICKNESS. - , SHELL PROP S 1" N 1 'ZO 1" SERIES 'C' 4, MASSAGE LETTERING SHALL BE UPPER CASE (WHITE)(SERIES 8) i DRIVE �. 24 2 2X ,v Flortda, According to the Plat thereof as recorded 2' HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC to Plat Book 1 Page 105, of the Public Records of N LETTERS EAC ,a< , WHITE 9255 FINE CONTROL DEVICES. NOTE - ALL PARKING r H111sborough County, Flortda, of which Pinellas W + BLACK 5. THE SYMBOL 19 COMPRISED OF TWO ELEMENTS, A WHITE STRIPING TO BE WHITE PAIN � ° � Count was former! a art. BACKGROUND F.S. 3!8.14, BORDER WHEEL CHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) OR TAPE ,`N D y y P AND LETTERS ON A SQUARE BACKGROUND, INTERNATIONAL BLUE COLOR , , "a,: , FOOT INDEX 17355 (FTO 695a, COLOR 016180) N Vacated Rl ht -of -Nays H FACE OF CURB OR 6. SIGN POST SHALL BE MIN. 2'0' CLEAR FROM BACK OF CURB. l�i\Y ; W` ', Begtntng a� the Northeast corner of Lot 6, (n EDGE OF PAVEMENT ! 'z ,;,;r, c ,,. Block B, Bellvleo Court, as recorded to Plat ` r I CII'iC.A : I O1 ' " Book 10, Page 43, of the Public Records of OJ�_`: + -,� ,�,; "' , ,�'i'r�'.t,l. Pinellas County, Flortda, thence N.89'54'48'E. '''Olt J for 61.68 thence S.13 25 50 E. along the H/C SIGN "r' % .:... ,"t , ' Rlght-of-uay of First Avenue West, for 152,00' theoce itavtng sald�Rt�ht�of -Nay, 3.88'07'04 "N. SIDEWALK 61-64" thence S,13 19 54 E. returntng to said . e`/---------------------- •-- - - - - -- -- •----- - - - - -- o _ Right -of -Way 153.84' back to the Poin? of Beglnntng. �- - _ - �.- ..�...-..,,.- 0. R• 1104, Page 1105. +�' �< (�` >, .� ar I I<<` 1.i ! �' ", '' "•'ER`` I ` VARIGATEO I PIPE GINGER AS „�- n). <re zlzteczor laudscape�l � BOLLARDS GROUND COVER � ��*°:- �. .DATE t J`ui d�'�t1:CUt. I ` erl Insta11 ��.�// der az prt�lr�1 ,Oz:,i •,t-:,,.. , e� ' 9112100'' PROPOSED - ,. �Q >� , C (1 IrGpection' STRAIGHT ENOWALL LANDSCAPE PLAN /'�,, t.`'� r)' N0. 00(±30 3'to5' I ' `'Hoer” "'' Reiu*FCCU0zl fees are wau,iatory. FOOT INDEX 250 ��'K �V J SQUARE \ ay..p i �--°j s" --� �-• \ ,:� I INV - APPROVED AS NOTED A7 i �:c Q HANDICAP PARKING SPACES 6. ,, r `" `z�° �,s,k�t ,� I. �� 6' STRIPE ,�,? �4 '� N E T - - 12' SINGLE BLUE . s ,,� .,.Y �.� Date -Z4•� 1 �� 4�,?� 1 . BLUE HASH ) 'ED 174 AND SIGN DETAIL 5 - ��- ��,�,��- By SCALE: N.T.S. MARKS ON 2' Q - CENTERS i Y i W z W a z O H CC cc a cc O Li PROPOSEO NEW 10'x12' 6.0' HIGH WOOD GENERAL NOTES: FENCE DUMPSTER ENCLOSURE W/ 1. ALL CONSTRUCTION TO COMPLY WITH CITY OF CLEARWATER STANDARD GATE (S) SU801VISION ORDINANCES. THE GOVERNING SPECIFICATION FOR ALL WORK ' EXACT LOCATION TO SHALL BE-.THE CITY OF CLEARWATER ENGINEERING DESIGN STANDARDS 8E VERIFIED 6 FOR NEW CONSTRUCTION PROJECTS. ALL REFERENCES TO STANDARD DETAILS APPROVED BY SANITATION REFER TO THE CITY OF,CLEARWATER STANDARDS UNLESS OTHERWISE NOTED. i- --- ----------------------------- --- - -- DEPARTMENT - - - - --k--" --- -- ----- - --- -- - - - - -- - - ---- -- 2. ALL BACKFILL OVER ANY PIPE (STORM AND SANITARY SEWER, WATER LINE, 10.00' ASPHALT ALLEY ETC.). INSTALLED UNDER ROADWAYS OR WITHIN EMBANKMENTS.- ETC. I$ To BE INGRESS /EGRESS EASEMENT COMPACTED PEA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, SECTION U.R. 6022 - 222 S.89'54'50" E. 257.00' , 125.81.3, 1995 EDITION (OR LATEST EDITION). ------- . - - - - -- -- �----- .- _--- ...------ .- T-- - -- ----- - - - - -- - T-- - -- ------------- T--------- - - - -� + + �` THIS PARTICULAR SECTION SPECIFIES COMPACTION TO 100% MAXIMUM `'�J+ ` -'�' DENSITY AS DETERMINED BY AASHTO T -99. 184,77- , , 3. BEFORE EXCAVATING IN DEDICATED RIGHT -OF -WAY OR EASEMENT, "CALL SUNSHINE' roN 0 ,1 `1 AT 1-800-432-14770,48 HOURS PRIOR TO COMMENCING. U 4. ALL ROOF DRAINAGE SHALL BE DIRECTED TO DETENTION POND AREAS OR I , PAVED AREAS ul 5. THE OWNER SHOULD ADDRESS ANY QUESTIONS REGARDING AUTHORIZED EXISTING ONE STORY 4 ' `� ACTIVITI €S WITHIN THE PROPOSED STORMWATER SYSTEM TO THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT, TAMPA PERMITTING DEPARTMENT. MASONRYI BUILDING I 1'- ' ' A S P H L T P A V I N G ;� ; 6. THE FCLLO01NO MEASURES MUST BE IMPLEMENTED BY THE CONTRACTOR PRIOR C THE CONSTRUCTION PERIOD TO MITIGATE ADVERSE QUANTITY AND QUALITY + � ° C 20r-: X m IMPACTS OFF SITE:. w z a) STAKED HAY BALES OR SILT BARRIERS SHALL BE PLACED LO i 25.30' 1 i Q " °' ___ �� ` ALONG THE PROPERTY LINES TO PREVENT EROSION AND D 35 2.7, w s -� ` ` CONSTRUCTION DERIS FROM REACHING THE DITCHES OR ADJACENT PROPERTY. m i o i o i > ct 8 1 b) SILT FENCE OR STAKED SILT BARRIER SHALL BE PROVIDED 0_05' m , `� a i1 < < AT ANY AND ALL DRAINAGE DISCHARGE POINTS. m T 7. THE CONSTRUCTION OF PAVEMENT WITHIN RIGHT -OF -NAY MUST MEET THE TYP C. I , FOLLOWING: Si NS - - -- N ' 19 L ' ' a) ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO, 700. It. 30' 1 EX. �� a o� ` ` b) ALL PROPOSED WORK MUST COMPLY WITH PINELLAS COUNTY SUBDIVISION REGULATIONS AND MINIMUM TESTING FREQUENCY. ( 43.47' I o 1 , c) SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL 9 + OF SAFE PRACTICES. EXISTING 6.0' SIDEWALK d) DISTURBED AREAS WITHIN THE RIGHT -OF -WAY WILL BE 35.30' �, TYP I I 19 ° , u, , COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. .08' a i i'2' 2' -"* x v n ' e) PROVIDE MIN. 8' SHOULDER AT ROADWAY WITH MAX. SLOPE 26.05' a tij� , ' 1 OF 3/4' PER LINEAR FOOT. CONSTRUCT + + J _- Q + f) PROVIDE MIN. 6' SHOULDER AT DRIVEWAY WITH MAX. SLOPE _ (2) NEW EXISTING 1 ` OF 3/4' PER LINEAR FOOT. H.C. STALLS DRY 'E EXISTING PER CLEARWATER 0 + + `�'a RETENTION ', N ; RETENTION S. DURING CONSTRUCTION, PROPER TRAFFIC SIGNS SHALL BE PROVIDED FOR WORK APPROVED DETAIL I I - POND IN THE RIGHT -OF -WAY. �i r N INSTALL N W Ui 3 A S P H A L T cv P A V I N G n -�� i DRY ' I 6 VERTIC ` y i / 9. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE ' CURB ' C -2 ' Y1 / PRACTICES; REFERENCE F.D.O.T. INDEXES 600 THRU 650 AND 17349 PER n RETENjfION I 9 CONSTRUCT NEW ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION OR P.C. INDEXES `" POND + ANTE , o o N1 , FOOT INDEX 273 100 THIU 116. A 'MAINTENANCE OF TRAFFIC PLAN' MUST BE SUBMITTED TO 1 j MITERED ENO SECTION AND APPROVED BY PINELLAS COUNTY TRAFFIC ENGINEERING PRIOR TO THE INV - 45.50 COMMENCEMENT OF CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING ----------- -_ -_ -_ i _ -_--_ __ - - -- --- - -- I - -------------- 1------- - - - - -- ----- 1- - - - - -- - - - -- - - - - - - - - - - - - - - - - CONDITIONS. ARE MET: 24' N.89'54'50" W. 292.30' 22' (n ;- - --�� !) STREET 1g CLOSED TO THRU-TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES. -- EX, EX EXISTING 5.0' SIDEWALK--/ tR m,' ;0� Al 2) ONE PHYSICAL LANE SUPPORTS TWO -WAY TRAFFIC MOVEMENT. INSTALL NEW 8 LF ' TYPE '8' CURB 6 GUTTER 3) TRAFFIC LANE (S) NORMALLY DESIGNATED TO HANDLE MOVEMENT - - - - - -- - -- -- ` BOTH SIDES OF ROAD IN ONE DIRECTION ARE BEING RECHANNELLED TO ACCOMMODATE --T ------ - - - - -- -- - - -- - - -- - - -- -- - F--- -- - -z- ; MATCH SLOPE AN OPPOSING MOVEMENT. EXISTING 2.0' S.R. UPRIGHT CURB RELOCATE it 4 EX. STREET ENO 10. SIOEWA.KS TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND E . STREET AO A BARRICADE AND SALE PEDESTRIAN TRAFFIC IS TO BE MAINTAINERO AT ALL TIMES. WHEN _ _ -- - -- _ - -- _____- - - --- - - __._ --- -_ _ -- - _ - - -- - - - - - -.- - -- - - - - - -- -- - - - - - - - - -- INSTALL NEW 30 LF EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST - - - -- 60.00' R/W 25.2' PAVING 12 -xi8- ERCP Q 0.4% EXPANSION JOINT. 1 ,, MATCH GRA69 r r INSTALL NEW TYPE 'C' CALL SUNSHINE STATE 1 CALL TOC 1- 800 - 432 -4770 GRATE INLET 1XI81. 1 1 A� \� 6 , TOP - 47.68 9 C '` FILL INV - 45.38 C-2 FIRE HYDRANT , i2 24. 00' Ex. DITCH ----------------------------------------------------------------------------------- ..---- --r- -- - -- a0 - - -- - -r -=r -- - ---•- 48.90 48.90 PROPOSED INGRESS/ EGRESS EASEMENT + FOR BOTH OWNERS + 1 A� , 1 ET SEDIMENT A0' 48'75 A0. C -2 ENCE 6' INSIDE PROPERTY LINE `+ �? TYPICAL NEW ASPHALT ' DRIVEWAY ' APRON , DIRECTIONAL ' SIGN FOR �J PARKING 6 PRIVATE DRIVEWAY ,` +`' TYPICAL WHEAL C -2 A EROSION CONTROL MEASURES - REQUIRED EROSION CONTROL MEASURES MUST BE MAINTAINED INTACT NOTE T O THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY CONTRACTOR: INCLUDE CITATIONS, AS PROVIDED BY ORDINANCE 90 -17, AND CHAPTERS 400 -4 AND 400 -40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. ENDS MATCH c ' �, PROPOSED 116 LF 14'x23' ' ^! E.R.C.P. 0 0.32% REMOVE ALL --r EXISTING CONCRETE + EXISTING r 4' Vi�,.T yV 2 APPROX4 3.100 S.F. HOUSE + DIRT 6 �� y SHELL "�� P 9 ,� C) A DRIVE , Ul 'y` TOLL FREE Fla. Status 553.851 (1979) Re ulres MLn,. of 2 days and Max of 5 days notice before you excavate. LEGEND: Q A, , - v W z W a z O H CC cc a cc O Li PROPOSEO NEW 10'x12' 6.0' HIGH WOOD GENERAL NOTES: FENCE DUMPSTER ENCLOSURE W/ 1. ALL CONSTRUCTION TO COMPLY WITH CITY OF CLEARWATER STANDARD GATE (S) SU801VISION ORDINANCES. THE GOVERNING SPECIFICATION FOR ALL WORK ' EXACT LOCATION TO SHALL BE-.THE CITY OF CLEARWATER ENGINEERING DESIGN STANDARDS 8E VERIFIED 6 FOR NEW CONSTRUCTION PROJECTS. ALL REFERENCES TO STANDARD DETAILS APPROVED BY SANITATION REFER TO THE CITY OF,CLEARWATER STANDARDS UNLESS OTHERWISE NOTED. i- --- ----------------------------- --- - -- DEPARTMENT - - - - --k--" --- -- ----- - --- -- - - - - -- - - ---- -- 2. ALL BACKFILL OVER ANY PIPE (STORM AND SANITARY SEWER, WATER LINE, 10.00' ASPHALT ALLEY ETC.). INSTALLED UNDER ROADWAYS OR WITHIN EMBANKMENTS.- ETC. I$ To BE INGRESS /EGRESS EASEMENT COMPACTED PEA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, SECTION U.R. 6022 - 222 S.89'54'50" E. 257.00' , 125.81.3, 1995 EDITION (OR LATEST EDITION). ------- . - - - - -- -- �----- .- _--- ...------ .- T-- - -- ----- - - - - -- - T-- - -- ------------- T--------- - - - -� + + �` THIS PARTICULAR SECTION SPECIFIES COMPACTION TO 100% MAXIMUM `'�J+ ` -'�' DENSITY AS DETERMINED BY AASHTO T -99. 184,77- , , 3. BEFORE EXCAVATING IN DEDICATED RIGHT -OF -WAY OR EASEMENT, "CALL SUNSHINE' roN 0 ,1 `1 AT 1-800-432-14770,48 HOURS PRIOR TO COMMENCING. U 4. ALL ROOF DRAINAGE SHALL BE DIRECTED TO DETENTION POND AREAS OR I , PAVED AREAS ul 5. THE OWNER SHOULD ADDRESS ANY QUESTIONS REGARDING AUTHORIZED EXISTING ONE STORY 4 ' `� ACTIVITI €S WITHIN THE PROPOSED STORMWATER SYSTEM TO THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT, TAMPA PERMITTING DEPARTMENT. MASONRYI BUILDING I 1'- ' ' A S P H L T P A V I N G ;� ; 6. THE FCLLO01NO MEASURES MUST BE IMPLEMENTED BY THE CONTRACTOR PRIOR C THE CONSTRUCTION PERIOD TO MITIGATE ADVERSE QUANTITY AND QUALITY + � ° C 20r-: X m IMPACTS OFF SITE:. w z a) STAKED HAY BALES OR SILT BARRIERS SHALL BE PLACED LO i 25.30' 1 i Q " °' ___ �� ` ALONG THE PROPERTY LINES TO PREVENT EROSION AND D 35 2.7, w s -� ` ` CONSTRUCTION DERIS FROM REACHING THE DITCHES OR ADJACENT PROPERTY. m i o i o i > ct 8 1 b) SILT FENCE OR STAKED SILT BARRIER SHALL BE PROVIDED 0_05' m , `� a i1 < < AT ANY AND ALL DRAINAGE DISCHARGE POINTS. m T 7. THE CONSTRUCTION OF PAVEMENT WITHIN RIGHT -OF -NAY MUST MEET THE TYP C. I , FOLLOWING: Si NS - - -- N ' 19 L ' ' a) ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO, 700. It. 30' 1 EX. �� a o� ` ` b) ALL PROPOSED WORK MUST COMPLY WITH PINELLAS COUNTY SUBDIVISION REGULATIONS AND MINIMUM TESTING FREQUENCY. ( 43.47' I o 1 , c) SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL 9 + OF SAFE PRACTICES. EXISTING 6.0' SIDEWALK d) DISTURBED AREAS WITHIN THE RIGHT -OF -WAY WILL BE 35.30' �, TYP I I 19 ° , u, , COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. .08' a i i'2' 2' -"* x v n ' e) PROVIDE MIN. 8' SHOULDER AT ROADWAY WITH MAX. SLOPE 26.05' a tij� , ' 1 OF 3/4' PER LINEAR FOOT. CONSTRUCT + + J _- Q + f) PROVIDE MIN. 6' SHOULDER AT DRIVEWAY WITH MAX. SLOPE _ (2) NEW EXISTING 1 ` OF 3/4' PER LINEAR FOOT. H.C. STALLS DRY 'E EXISTING PER CLEARWATER 0 + + `�'a RETENTION ', N ; RETENTION S. DURING CONSTRUCTION, PROPER TRAFFIC SIGNS SHALL BE PROVIDED FOR WORK APPROVED DETAIL I I - POND IN THE RIGHT -OF -WAY. �i r N INSTALL N W Ui 3 A S P H A L T cv P A V I N G n -�� i DRY ' I 6 VERTIC ` y i / 9. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE ' CURB ' C -2 ' Y1 / PRACTICES; REFERENCE F.D.O.T. INDEXES 600 THRU 650 AND 17349 PER n RETENjfION I 9 CONSTRUCT NEW ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION OR P.C. INDEXES `" POND + ANTE , o o N1 , FOOT INDEX 273 100 THIU 116. A 'MAINTENANCE OF TRAFFIC PLAN' MUST BE SUBMITTED TO 1 j MITERED ENO SECTION AND APPROVED BY PINELLAS COUNTY TRAFFIC ENGINEERING PRIOR TO THE INV - 45.50 COMMENCEMENT OF CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING ----------- -_ -_ -_ i _ -_--_ __ - - -- --- - -- I - -------------- 1------- - - - - -- ----- 1- - - - - -- - - - -- - - - - - - - - - - - - - - - - CONDITIONS. ARE MET: 24' N.89'54'50" W. 292.30' 22' (n ;- - --�� !) STREET 1g CLOSED TO THRU-TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES. -- EX, EX EXISTING 5.0' SIDEWALK--/ tR m,' ;0� Al 2) ONE PHYSICAL LANE SUPPORTS TWO -WAY TRAFFIC MOVEMENT. INSTALL NEW 8 LF ' TYPE '8' CURB 6 GUTTER 3) TRAFFIC LANE (S) NORMALLY DESIGNATED TO HANDLE MOVEMENT - - - - - -- - -- -- ` BOTH SIDES OF ROAD IN ONE DIRECTION ARE BEING RECHANNELLED TO ACCOMMODATE --T ------ - - - - -- -- - - -- - - -- - - -- -- - F--- -- - -z- ; MATCH SLOPE AN OPPOSING MOVEMENT. EXISTING 2.0' S.R. UPRIGHT CURB RELOCATE it 4 EX. STREET ENO 10. SIOEWA.KS TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND E . STREET AO A BARRICADE AND SALE PEDESTRIAN TRAFFIC IS TO BE MAINTAINERO AT ALL TIMES. WHEN _ _ -- - -- _ - -- _____- - - --- - - __._ --- -_ _ -- - _ - - -- - - - - - -.- - -- - - - - - -- -- - - - - - - - - -- INSTALL NEW 30 LF EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST - - - -- 60.00' R/W 25.2' PAVING 12 -xi8- ERCP Q 0.4% EXPANSION JOINT. 1 ,, MATCH GRA69 r r INSTALL NEW TYPE 'C' CALL SUNSHINE STATE 1 CALL TOC 1- 800 - 432 -4770 GRATE INLET 1XI81. 1 1 A� \� 6 , TOP - 47.68 9 C '` FILL INV - 45.38 C-2 FIRE HYDRANT , i2 24. 00' Ex. DITCH ----------------------------------------------------------------------------------- ..---- --r- -- - -- a0 - - -- - -r -=r -- - ---•- 48.90 48.90 PROPOSED INGRESS/ EGRESS EASEMENT + FOR BOTH OWNERS + 1 A� , 1 ET SEDIMENT A0' 48'75 A0. C -2 ENCE 6' INSIDE PROPERTY LINE `+ �? TYPICAL NEW ASPHALT ' DRIVEWAY ' APRON , DIRECTIONAL ' SIGN FOR �J PARKING 6 PRIVATE DRIVEWAY ,` +`' TYPICAL WHEAL C -2 A EROSION CONTROL MEASURES - REQUIRED EROSION CONTROL MEASURES MUST BE MAINTAINED INTACT NOTE T O THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY CONTRACTOR: INCLUDE CITATIONS, AS PROVIDED BY ORDINANCE 90 -17, AND CHAPTERS 400 -4 AND 400 -40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. ENDS MATCH c ' �, PROPOSED 116 LF 14'x23' ' ^! E.R.C.P. 0 0.32% REMOVE ALL --r EXISTING CONCRETE + EXISTING r 4' Vi�,.T yV 2 APPROX4 3.100 S.F. HOUSE + DIRT 6 �� y SHELL "�� P 9 ,� C) A DRIVE , Ul 'y` TOLL FREE Fla. Status 553.851 (1979) Re ulres MLn,. of 2 days and Max of 5 days notice before you excavate. LEGEND: Q A, , DENOTES EXISTING TREE TO BE REMOVED 0 0 50,5 DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION ci DENOTES DRAINAGE FLOW ARROW -SF- DENOTES SEDIMENT FENCE INSTAL NEW 0�, �, �^ INSTALL NEW 7 8 CONTROL STRUCTURE a r� p ' ' +-+ TYPE 'P- ALT A INVERtED RCP W/; £" ^ ?" ', JUNCTION BOX C -2 C -2 SKIMMER TOP • 48.73 ' TOP -:48.00 r� 0 INV - 45.00 - - - - - -- - -INV -.; 48.$5 �•• -• - -- \ fi n 2 PROPOSEO DETENTION C3 PROPOSED 36 LF RAILROAD C - -� POND DIRT o m p' TIE RETAINING WALL roe - 48.50 SHE L PROPOSED 2 NOTE: oHWL - 4a. so 2 COURSE HIGH \ SHE E i8 LF ia• BOTTOM - 48.90 HppE • 0.32X PROPOSEQ E.R. 50 LF 140x23' ' REMOVAL OF EXOTIC SPECIES WILL BE !� „ "ra1 REQUIRED AS FOLLOWS: ` �I7 KLZ +, �0 _ C. P. 0.32% b 1. BRAZILIAN PEPPER (SCHINUS SPP.) ; -• -- - -- t �� bi 2. PUNK TREE (MELALEUCA SPP .) 0/ 2 ' 3. AUSTRALIAN PINE (CASUARINA SPP.) ✓ �-i 49.10 , l 1 48.80 PROPOSED 16 LF RAILROAD INSTALL TURF `+ TIE RETAINING WALL , (� 2 BLOCK 2 COURSE HIGH �� ' � ------------------------------- .�_ _._._____ __ 47.50 4a.65 �y�\ 0 PIPE t� �I A� ---L �S CREATE SUMP A� ( (� AS RE0l1IRE0 PROPOSEO STRAIGHT ENOWALL FOOT INDEX 250 n u INV - 44.84 0 aGi • - r_4 r i ®1 Q CL W F--i U) � %N rr DATE 12112100 W.O. NO. 00030 SHEET Noo. 0 Q 0 0 OO .. ci U O U H J W LL w LL a� LL L .. O c w LU U) w J Q Q w I_ N 0(0 LC H M. W U r i ®1 Q CL W F--i U) � %N rr DATE 12112100 W.O. NO. 00030 SHEET Noo. 0 0 ci U H a� N H r i ®1 Q CL W F--i U) � %N rr DATE 12112100 W.O. NO. 00030 SHEET Noo. 0 SILT STOP SILT STOP POST BACKFILL BACKFI NATIV OIL `— NATIVE SOIL ES METHOD OF INSTALLATION FABRIC SEDIMENT CONTROL DETAIL ALL SEDIMENT CONTROL BARRIERS SHALL BE IN ACCORDANCE WITH APPLICABLE ENVIRONMENTAL REGULATIONS AND CONDITIONS OF PERMITS NOTE: THE CONTRACTOR SHALL MAINTAIN SILT BARRIERS THROUGHOUT TIME OF CONSTRUCTION ACTIVITY. 1'X 2 "X 4' STAKES (MIN. 2 PER BALE) — — — r ROLL OF 12 1/2' GAUGE HAY BALE WELDED FENCE 2 1X 2' MESH 8'- f0" DIAMETER — — J SPACER BLOCK FILLED WITH 3' STONES OR CRUSHED ROCK NOTE: BALES OF MAY AND SOO, SIMILARLY PLACED, MAY ALSO BE USED HAY BALE SILTATION BARRIER DETAIL TEMPORARY SEDIMENT TRAP AT CURB INLET SCALE: N . T . S . I \f1L,.1\ V, . , - ♦ A .V . CURB TRANSITION DETAIL SCALE: 3/4 " =i' -0" EXISTING SURFACE CAST IRON CONCRETE _ PIPE BELL GRATE USF 5620 _ SKIMMER -TOP IN 48.10 _ __________________ 0, 0 i SKIMMER i STEEL RING 8" (PAINTED) SKIMMER ATTACHED 4' -O" LONG X 18" TO RCP CORE DRILL DIA . CONC . PIPE. -_ -- .GROUT-_ pp1i2pp' HI-0 FOREOUT FALL FILL BOTTOM i' -6" OF PIPE W/ WASHED FA RIVER GRAVEL CONTROL STRUCTURE DETAIL SCALE: 3/4 " =i' -0" f�1�Tw " I M WEST LINE I 3.0' PROPOSED SURFACE EXISTING BASE PROPOSED BASE TIE —IN OF PROPOSED 5 CONSTRUCTION TO EXISTING C-'2 I SCALE: N . T . S . 3' ON o! 6' 2' -0" 6" 2 f /4' � i 2 1/4 SCALE: N . T . S . QPV�� o� o PLAN r3---) CURB DETAILS -C--2 SCALE: i " -1 ' -o" Q` Q -- U) H BLOCK N/ 81: AUGUSTINft �6' w cc 6' -0" UNLESS OTHERWISE U . 0 SHOWN IN PLANS. OPTIONAL H CONSTRUCTION JOINTS PERMITTED BETWEEN THESE LIMITS - SEE i' -0 11 -0' INDEX NO. 201 FOR JOINTS Lu, AND MINIMUM DIMENSIONS H Q R -I/2' w - F-- X J w Fxm Q w 1— Q U(0 Q 10' 62 24.00' 20' 3' o 0•�, r o, . Vol cl DRIVEWAY PARKING ,.s , o.��. a. °.d �o, +�� . , , MINIMUM 4' SHARP NONWOVEN , s , . ,,,T, ° 8' �' a"v/a o ° °vo, BUIi.kERS SANG 'FABRIC: /, ASTN C3 N0401 COMPAGTEO TO 95% OR E<OVAI;` CONTINUOUS 2X8 PT " VUR8£D so m. F�USHOW /£PAVEMENT 6 CONSTRUCT 2 COURSE HIGH RAIL ROAD TIE RETAINING n �� TYPE B CURB & GUTTER WALL W /:4.0' LONG NC {, 4 RESAR SET EVERY 24' PROPOSED TOP OF WALL - 48.00 T.0,8.- 48.60 T.0.8.- 48.50 PAVEMENT -.. -1/2" ASPNAL,T CONCRETE Mqx 3 TYPE 3 , - -- 6 "` CAUSNED CONCRETE BASE -- T- -- �J ASPHALT FULLY SOD . -- - - - -- COMPACTED TO 95% � � - -- ALL BANKS ¢ BOTTOM IN 46.25 MAX. DENSITY COMPACTED SUBGRADE LOOKING NORTH 98% ASTM 0-1557 LIMEROCK BASE ALTERNATE: IN LIEU OF LIMEROCK BASE 6' SOIL , CEMENT BASE MAY BE SUBSTITUTED. (300 PSI. 7 DAY STRENGTH) INCLUDING 6' 6 1/2` STABILIZED SUBGRADE 3' LIMEROCK. 3" NATIVE MATERIAL *NO APPROX. 42i /SY. CEMENT. 6" VERTICAL CURB DETAIL TYPICAL ASPHALT PAVEMENT — POND SECTION - SCALE: N . T . S . QPV�� o� o PLAN r3---) CURB DETAILS -C--2 SCALE: i " -1 ' -o" 8' BRICK OR ,•� NON- REINFORCED N 0 �� CONCRETE OR �. 6' REINFORCED CONCRETE— INDIA HOLE PROVIDE 2 NO. 6 REBARS 18 "LONG ONE CAGE #4 AT 12'CTRS. FOR INSTALLATION BOTH WAYS IN CENTER f/3 OF CONCRETE WALLS PRECAST (3, 000 P.S.-I.) CONC. WHEEL STOP WIETH 3 NO. 3 REBARS CONIr. Q` Q -- U) H BLOCK N/ 81: AUGUSTINft �6' w cc 6' -0" UNLESS OTHERWISE U . 0 SHOWN IN PLANS. OPTIONAL H CONSTRUCTION JOINTS PERMITTED BETWEEN THESE LIMITS - SEE LL ,1 -� LL.. W INDEX NO. 201 FOR JOINTS Lu, AND MINIMUM DIMENSIONS H Q w - F-- X J w Fxm Q w 1— Q U(0 Q 8' BRICK OR ,•� NON- REINFORCED N 0 �� CONCRETE OR �. 6' REINFORCED CONCRETE— INDIA HOLE PROVIDE 2 NO. 6 REBARS 18 "LONG ONE CAGE #4 AT 12'CTRS. FOR INSTALLATION BOTH WAYS IN CENTER f/3 OF CONCRETE WALLS PRECAST (3, 000 P.S.-I.) CONC. WHEEL STOP WIETH 3 NO. 3 REBARS CONIr. W w Q LL � UJ N H ~ � x a w - - 4 WHEEL STOP DETAIL 04 BARS AT 9 CTRS. 80TH WAYS SCALE: N.T.S. — 000000 oul I 0000000000000 , 0000000000000 � CAST IRON GRATE USF 6212 - H--20 LOADING USF 6610 - LIGHT -DUTY N.T.S. PLAN 3' -0' 3 1/2' 2' -5' 1/2' 14 SPACES 35-3/16' AT 2 6/16' 16 BARS AT 3/16' SEE PLAN 6 SCHEDULE 20 CI GRATE * BAND 4 ■ EYE BOLT (0 } i SEE INDEX 201 I a NO. 4 BARS N AT 12'CTRS. TYPE "C" SECTION STRAIGHT BARS 25X 3/16' RETICULINE BARS f 1 /4'X 3 /f6" TYPE C BANDS i 1 /2'X 1/4' APPROX. WEIGHT 180 LBS. RECOM14ENDEO MAXIMUM PIPE SIZE: 3' -1' WALL - 18' PIPE 4' -f' WALL - 24' PIPE TYPE "C" GRATE INLET DETAIL SCALE: 3/4 " -1' -0" ALTERNATE A 7 JUNCTION BOX 08TAIL TYPE "P" SCALE: N.T.S. 6' STEEL PIPE 8' LONG - 4' EMBEDDED FILLED W/ CHATT MIX PAINTED REFLECTIVE —fl YELLOW PAOPOSEO PAVEMENT 11a' 14x23 ERCP Y/ FOOT INDEX 200 STANOARO ENOWALL INV NN 44.84 SUMP X— SECTION AT ENDWALL SCALE: N . T . S , _ 11 i BLOCK N/ 81: AUGUSTINft W w Q LL � UJ N H ~ � x a w - - 4 WHEEL STOP DETAIL 04 BARS AT 9 CTRS. 80TH WAYS SCALE: N.T.S. — 000000 oul I 0000000000000 , 0000000000000 � CAST IRON GRATE USF 6212 - H--20 LOADING USF 6610 - LIGHT -DUTY N.T.S. PLAN 3' -0' 3 1/2' 2' -5' 1/2' 14 SPACES 35-3/16' AT 2 6/16' 16 BARS AT 3/16' SEE PLAN 6 SCHEDULE 20 CI GRATE * BAND 4 ■ EYE BOLT (0 } i SEE INDEX 201 I a NO. 4 BARS N AT 12'CTRS. TYPE "C" SECTION STRAIGHT BARS 25X 3/16' RETICULINE BARS f 1 /4'X 3 /f6" TYPE C BANDS i 1 /2'X 1/4' APPROX. WEIGHT 180 LBS. RECOM14ENDEO MAXIMUM PIPE SIZE: 3' -1' WALL - 18' PIPE 4' -f' WALL - 24' PIPE TYPE "C" GRATE INLET DETAIL SCALE: 3/4 " -1' -0" ALTERNATE A 7 JUNCTION BOX 08TAIL TYPE "P" SCALE: N.T.S. 6' STEEL PIPE 8' LONG - 4' EMBEDDED FILLED W/ CHATT MIX PAINTED REFLECTIVE —fl YELLOW PAOPOSEO PAVEMENT 11a' 14x23 ERCP Y/ FOOT INDEX 200 STANOARO ENOWALL INV NN 44.84 SUMP X— SECTION AT ENDWALL SCALE: N . T . S , _ 11 GATE i TURF BLOCK DETA "�� no� ', 12/1,2 /00 W.O. NO . , 00030 u SCALE: N . T . S .N MEET"' 0`:; TYPICAL TURF BLOCK N/ 81: AUGUSTINft �6' a PLUGS (SAND GROWN'-1, ONLY) INIYALLEO Fxm °sYNTH�IIC INpuStRiES` �P oa•:�. ,`. • a•+ .o v ,.s , o.��. a. °.d �o, +�� . , , MINIMUM 4' SHARP NONWOVEN , s , . ,,,T, BUIi.kERS SANG 'FABRIC: /, ASTN C3 N0401 COMPAGTEO TO 95% OR E<OVAI;` MAX., OEN81 t Y, VUR8£D so m. r GATE i TURF BLOCK DETA "�� no� ', 12/1,2 /00 W.O. NO . , 00030 u SCALE: N . T . S .N MEET"' 0`:; I FRCV05c!p AtDi l -10 . 01 4 CO I ! C� NG�A'taR • DUM 1�R Ila T10- WgZ4 CAST I�lYI t ! A er..w.,.....w...�..�..s.- O • y'i a.a.•ww+uxaeas.,aw�+.+wi p .► r.-...- w. ae., w.«... n.... +- •..,w.....«..«............. +A +r+ ak >s w .�.«e:n.- ......,....,.....».. _,.,,.a ,w�r�w .r fw- ...:..... ! f a�..n a-. .•:...i++....w *�.xs c �; � • �N �� ..b P`Y GTR • � , ! 25.30 (A : • 60 �pa '1' - `• F gym. L_l 4--- DoT G G-011 0 /ti• "- i ,9 11.30' - i 3-� N �� 43.41 Ile , ► ' 10.5 � �� o � �, _... -,• �': ,• ' • • '� �i�1� ,��. •..� L �, ,.• • •�i - ; , � •lam ' • � _ i 02. Foot). l I x15 is _� Nl� A--PNALT pAV W-5 use w �X 15rl ltl ��tlSrtrk� 51� 1t „ j • DOItr<, Vp ,• U t✓ sv U O C 0 .V) VATAlom p�sc�lpno�l TALM 2.NO7. �TRrl� 015VICr NF4UINLIv MINIMVM 5TANOARP 961 ROI FitnOT �X«?I06 FRoF,&vtw PAV 5M9NT : f�-,1735•F..�2 ��;5�v1 �.� o C�g��1v �� : 8270 �,�..2� 7�5? 5• �. .2� (�aRKING: 3126A icw v.f,. Z cNc . 2 N.c. 2(a IW., • 2.N.C. N 70 1S5 tN�. 2 ►�.c.. 14 VvPp• 14 60P. LO SOT ,' ZO, troO S.F, �3,�q �• 3 ' 1 P. IQ7 ° /v' o (if °o I% pt;SIOr Wal IMDOSTRIAI- 69NEAI•- MAX o MW AREA RATIO (p MAX I W V105 SVRA66 ARM T5A) • Go* ��I vYIA1h pAR 75 ,33 .75 CL Of 0 Q- Q O -k z� Qw Q • M 0LO Q. LO N �� .}; ao C I OO 0 N o o� v° s U "v Q a CQ ,VUc�M C �+ N °ter v date drn. ck. OG3"O- comm. no. of I