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2371 CHAUTAUQUA AVE•r _J7 � C-AG0AG6 ()\0G N�la, V CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNER trVA `� � ` 'C�,l ���} C� REASON FOR REMOVAL: 6 Construction OWNER'S ADDRESS 21 �24 �rck 1% �, 3L , PHONE f�...r� i -�ll�� I U - Permit # SITE ADDRESS p,6D A t-i (f\ \)f VA, (' 1 t)- U)C0 y, -See "A" below LOCATION OF TREE(S)'ON LOT AQ Wit- k ❑ Hazardous SPECIES AND NUMBER OF TREE(S) D -sA4 12*LI LA) -ST) tfS C)iM ❑ Declining �� (). I Dead `73 `�� �"' = -'� ` El � Other (Specify) TO APPLICANT: A non - refundable fee of $15,00 for up to five trees to be removed lus $3 00 for every tree above 5 to be removed is required. Fee Recd. $ fir; Receipt # F Z A) CONSTRUCTION Date ? - 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 b. Structure Locations g. Proposed Underground Utilities c, Driveways and Walks h. Zoning Setbacks d. Parking Arrangement I. All easements and Rights -of -Way e. Required Number of Parking Spaces j. All Protected Trees Including: (i.) Diameter of 4.5' above grade (DBH) .(ii:) Surveyed Location (iii.) Species (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 0ity 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 with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issued shall render it null and void and be considered a violation of the Community Development Code. 2 Signature of owner or applicant PrintedzName Address "I Agency Representing OCL #, Pn -f "s- 1nr,i, / _:nz-�I 1 S--1:)7 1 EDI --7166 City State Zip Phone f..1_).1yrr DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his designated Agent Applicable Code Section: / Gr-�.5 Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted .©,Approved- Modified as Noted Above ❑ Denied, Signed` �``' -1 -�-.- Date: f t Community Development Coordinator or Designee /Inspector Valid for six months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 4 -01 -----' --- --' -- - NE CDR' LOT 1 CYPRESS POINT SHOPPING CENTRE | \ |'�.` .56.~ .� � Xe o - �m � - � v^ a ' ° ~i of ve '�01 , \ I le7rw'~fer , Floridc :GRAPHIC SCkTT7 SEC TI ON J2, TO WN,.cDf'_J71P 28 SOUTH, RANGE 16 EAST L_ F�� '-= M 15P ~`� \ ' J, ' (T% JOIAP e LUSTER 15' 0 20P 20P 2f 3.9 BAck 4K ' ~` -- x ~~ t 0 1CK -' _ | ` _ ` 0 18P o ol Ln ~\� - � �� '\/ B�S[ 10' UTILITY -- U u ` ""''" (=) LOT A 0 Li �SE�ENT �� E ~-- ' '10"y 12K ^P `FlR 2610 NO9�j7'1O"Y 23 �R ��45 � y 84��` �= � Ile 01' _ TREE LEGEND TO REMAIN ocsompnow TO BE REMOVED '0 K = OAK _9K* 20pO P = PINE 20PO -pO AP = AUST. PINE 4­0 7,�"3 E = EAR 7Ee »cAO CA = CAMPHOR *x0 � lies 4' West of East edge 3 IE 84.93 , TAPPING EXIST. SANITARY SEWER MH 201W PLUG RIM 90.69 f OUR TH A VE �JT NOR TH IZW) Z. 12P Z* EX12 18P '4 5 . ~^E^,^ v^ ,'.,� 11 iQL CONNECT TO EXIST. 6" WIVI EXIST. ROCK ROAD 0 (2) 3 �&A ____ 0 �\�� ~/ --- --- --- �� \ / �` - �_- ' /[� ��� / \__ WH 1 «r �°��� 4^ gV�END �^ � PROP. 10' V�UTY�-/ \ ` ^ ' &� =°=��=~~~~~~~ =^-=��~� ~ ~~=~=- ~ ~-~~� ~�~~ ~ ��~~ /-- 6)0� TEE RIM D9J}U ---------_ --~ EASEMENT } 0 / 1. N|*|ovot�»arefer t»No�n»o|G»«dnt�V*��o| Datum. 5^Qy (E83.94 7_�/ /�/,`//~ /y�r ^ / \ \ \ 2 The location, elevation and motoho| of existing uU|UOoo om G^X4^ REDUCER `-' ---- '�\ X|57� ROCK DRIVEWAY EXIST. � �� ----�=� / ' ' |E O3.O4 (00 L7l_(~/L/y\ ��/ . \ '� approximate as shown and it is the contractor's responsibility 4'' �y ----- � \ \ \ \\ to determine the exact location of the u�|V5eo prior to � - | construction in their vicinity. ~'^ 15. Connections into existing city-owned water system ohoU be via Existing J. The contractor nho|| notify the utility companies in the area wet top ' Wet top ahoU be performed by the Contractor. L5V L-> 45 48 hours before beginning construction. Material for the wet taps oho|| be provided by the Contractor. �4. The penitteea attention is directed to the provisions of the trench | Concrete . onor�oneo o nonorm * Index . ' \ 4. All underground utilities must be installed before base & 17. A8 sidewalks to be o minimum JDOD poi concrete and 4" Safety Act (Florida Statutes, Section 553.60 et. Seq.) And the \ \ \ \\ � surface course are co»atruoted' thick except at driveway crossings where they eho|| be G^ Occupational uofotY and Health Administration Excavation Safety 5' Note - rt« - Contractor: , �reinforced uzonno-noo (29 C'u - Section /92n.ono. Subpart B) wn/on ono// apply T. ROCK DRIVEWAY Required tnao barricades and erosion control must remain y ' '' '' to construction, operation and maintenance pursuant to this permii intact throhout construction. Encroachment into or failure to 18 ' All right-of-way installations will comply with the State of 35 ' All water and sewer pipe 4" and greater to conform to the requirements maintain' bor�uod "= , result in enforcement action which Florida Utilities Accommodations Cu|d«' of /NYA STD CQOD . DR-18/Color code for differentiation with water pipe. may include citations and/or permit revocation as provided by 19. All d onoKa work must comp City Clearwater All sewer b water pipe 3" or |eoa to conform to the requirements of 214 LF 4^ YM Ithe City of C|oonxoter Land Development Code. Subdivision Regulations and Minimum Tenting Frequency ASTM D2241-89 SDR 21. Existing S. A|| tt U | and necessary �o shall be taken during Requirements. � 36. All sewer testing requirements to be in accordance with City of C|oonmoter « ~' / , .0 Concrete Acons uoon to control and prevent erosion and transport Eono and barricades to be according to ED.0.T. Wonuo} of specifications. CK R0D of sediment to surface drains and to lakes to conform with �gfe Practices; reference F'D'OT ' Indexes GDD thru O5D ' 0 all permit conditions. 21. Disturbed area within the right-of-way 37. Erosion Control to be installed as required in the field by the engineer. « � od 38. Contractor to rework manhole bench as required. ' A|| pipe |angtho oro p|ua or minua ond ora mooauned tn to 1OO� of maximum density aded ' 2� ' A]| manhole and '=` "^^""" ^" varo and �nonun must be 3Q ' Safe pedestrian traffic |o to be maintained at o|| �mea ' canter of structures. constructed per "Supplementary Details for Manhole and Inlets" 4O ' Any sidewalk which becomes undermined must be removed and replaced. �co ALO ' Sewer lines placed with less than 18" minimum vertical Index N» ' 201 of the Florida Dept. of TmntPrtuU»» Road 41' Sidewalks are to be reconstructed within three (3) days after nam»«�| ' Yh *» �� separation crossing water lines or STORM LINES ahu|i Design S^ ondondo ' Jon ' 1984 Edition /or edition). ' UMINUM � have 2O �F of ductile iron ao»|torY o*n*r centered on the 23 All bkOU i (storm water |i ito existing oido�o|K is removed, /t | o to be removed to the nearest joint. o» » �u � � x ~/000» -� d . OR conflict - - �� aewar rncn :y zn e u or within e coordinated with Owner. ~ o Conflicts between water, storm and underdrain systems to embankment, etc. of the roadway is to be 43. No street shall be closed without the written authorization of the City of Clearwater resolved by adjusting -- water -lines - - necessary. - Specifications, Edition n latest t ' 1991 V) 0 10. The contractor shall use extreme caution when connectir�g ' \ proposed sanitary sewer and water mains to existing mains 24' """' strand locator wire to be installed "" """,= waterline " per °'y Clearwater -^ ^ ~y of Clearwater ~right-of-way con permit must be obtained prior | requirements. to start of any work in the existing public rights-of-way. 90.1 _X90.0 or structures. Any damages caused shall be the Contractors 25, Project pavement within City of Clearwater Right-of-way to be minimum: X responsibility. (See note 15 also) Base: 6" Crushed Concrete compacted to 98% maximum density; IL / \ by - Professional - Engineer -Registered in Florida. density -` - determined -- ~ AASHTO T-180. - 26. Special care is to be taken so trees remain unharmed during construction. 0-- 0 12. Any discrepancies between the engineering plans, architectural / plans, or City of Clearwater Municipal ~ _ topo by . beginning construction. X to the engineers attention prior to construction. 28. Landscaping and irrigation as required per City of Clearwater code. 12K 13. The Contractor shall remove all abandoned utility lines, pipes, 29. Place expansion joints where 4" and 6" concrete abut. ~/ structures -- -- other subterranean --- objects -- to - minimum - 30. Saw cut existing s. /s depth " of '""' (4) '==` below grade, or as otherwise directed "" ~' Place expansion joint � between ^ back-of-curb and concrete drivewa / in ~/~ ' "y the =y."�� -~ Compaction - '~ r~~ ~~~^^' shall ^ `~^r� ^'~' '`~'^~ ' ~~�'~~'`/ 33. Provide a minimum 3' of cover over utilities at all ditch crossings. CL, L nk Fen e 14. All areas of exposed earth resulting from construction CONNECT TO EXIST. 2" WM . , Seeding and /nu/xomg z"/m/ be applied only vm,me specifically 2 ", 6K ' cm/no for m the plans and specifications, or where +x2 ncuuCcn Water Meter ' | �. specifically o/reon:o by the engmoer. ^ Approx. In v --r--- ------ -------' ------ -----7:�p --� | ---- --- --- ---' ---- --- --- --- --- --- --- --- EXIST. | | T _______ .' f78S� 4�/ y -' \ - / --- �� ________---------------------------------- | | | | COPYRIGHT 2002 ALL RIGHTS RESERVED RouseHouse Designs Anyrne cop.�$ng this document in any manner without the expressed consent of RouseHouse Designs shall be prosecuted to the full extent of the low. -00 NOT COPY OR REPRODUCE GV | aoevc, LcGswo | | o ocsompnow cm cowcnsTs uowuwsmr / p, PLAT DATA pp PINCH PIPE | n ncconoso DATA ncP npsw swo P/ps ' m wsAsunEo m IRON noo | o oALcuLArco -' x/R sPx emu*oAo sp/xc pwo Fnowo w & o NAIL m o/sx | UP UTILITY POLE ' /.o� conwsn mswnFICAnow | oomc nowonsrs cwx onuLo NOT ncAo I.D. ' oLr cxmw uwx rcwcc W.F. xmoo rswnc | po.a. POINT orBEGINNING LP LIGHT POLE n c� � oxono BEARING mAo RADIUS | / */w moxr-op-wwy cxo m+ono msTAwcs sRo Szxrs noAn ocpAnTwsxr o.o.T ocpAnnxcwT or TnAwspnnTxnom DRA MA aff CA 9. CS TOTAL LOT AREAS: 142,077 S.F. (3.26 ACRES) TOTAL VOLUME REQUIRED: 5,920 FT3 TOTAL VOLUME PROVIDED: 7,094 FT3 MATCH EXIST. TOB GRADE _ 127, DRAINAGE SWALE SECTION A-A MATCH EXIST. GRADE SKIMMER STAINLESS STEEL 1'L-]- 4' FASTENERS PLAN i ' S/mm " MME R FASTENERS SEC 71ON CONC. BLOCK OR POURED CONC. STRUCTURE STOAMV4TER OVERFLOW DETAIL Pipe direction $ m, � ��r~ |nnt sure only one CMP 87f /m�� at m� �m�m | Approx. ~/n' ow� n7 but two p4/ea o��*m' 2 ]` / | to be ccmmmp in. | � | | N. T. 'FINAL SITE PLAN Wu>"m-oZm ' LEGEND _ Exlsthg QJ CONTOUR = �� ���v�� _*_ SWALE _*�' "^ DRAINAGE FLOW nM ----- STORM SEWER N/^ CLzAwum m�--- --- SANITARY SEWER --- -0- SANITARY MANHOLE -�- | SANITARY SERVICE | ----- WATER MAIN --�-- rIRc*,DR»wrxoc*oa --�-' -+=�- GATE VALVE ASSEMBLY -+�- 'FINAL SITE PLAN Wu>"m-oZm ' _ QJ LA m M nM |o |��n Cc ca LU 11 2C Fi co 2C IJJ L, CD co 0 L 00 CU CL E 2 _ QJ LA m M nM |o |��n Cc ca LU 11 2C Fi co 2C IJJ L, CD co 0 L 00 CU CL E 2 ___ ___ ___ ___ ___ ___ ________ NE COR. LOT 1 CYPRESS POINT SHOPPING CENTRE : . c� � .�8 SOU � - \ /c0 X60 ^ �' GRAPHIC S=ALE SEC 5 ,3 2, WN,D � A //-7) RANGE 1 6 EAST � \ �1 - -u- ~-1 v» ' -���� - `~` _� / ` _iD ~ \ �D - - �� ___ / N � o ^ Wr ° "y, Cq City 0 f / /eLrwoTer» Floridc (N i I ow� _~ \ un s��z / \ POM LO| C �� ~` - u»� - 1 inch = 30 � '_� I /,� 11 �� / ^�� -~-� ~-- �-�p� � . 'a�� �7�R�Y�J�R OVERFLOW -��� FIR 2545 � \ -^ 8 ' ~- � ' " u��� v»/ )�~-� ~ _--�51 �*- ��' *r It .1 y I - ��i�_- - __ _4W kv , ____==�__ ___-=_�_0 :9 - 7, I / , _16 , , . t \ g I- I I v �_ / ____ ��[ �_ r-_ I --_ L-��AETA,L- -FIP�:rH_ A VANUL1, N(�R 7�Y (UNIMPRO VED AND VA CA \__ , , C) o'.7 , .� I - V- THIS SHEET "I-,, TE D 1OP7 \ ':i� > 0. / , /�C� �� 0 � 1* R. I xv, ­L, \ \ I --i (0 I - 1 75P _J I - I - _� I I - I FIR 2610 t CN r_1 887el-_ ....... � I I I � I , >eh I �N I \ Z ; /I/ / 65. 1`0 if _FI R 2610- �5,0 �, , -- I )el- X , ! >e1,6 xo.S \__ \ (Z) > / / I / X % � 12' xo� xo ` F1,- ' I � __r I I _T ____ I I 6 A/ � ( t� . >el.? /,/ / . 1, I � ,., " - W, I ---" I . . 6- / . "' 'ZI, � I I I ,4� I __ . -3', _____ . 1.1 San. Manhole 03 11 - . 4K . I � . --- -,-I- ,-,B7e­ , `�, I � / "�� \ \ 0 1 � / 7J � � I I / � ,9K 10 .1-1 cn " /_7 --- -Z� � �,_-�; I .� - . . f -, "�--- , / �, \\� r I &�, \ 0 , _� , . � ), . 1_1�11;711-lw 'I . � '�� -9 7,Ar (D 11K ,6m on-1 �,._-,I,. t-I'M .$1 � ,� -1 :I'l ,_If� �-' - �,g, -�,u�i ,�,� , 41r I I I ­ I - ,�.`,O ,;N,X,,;,,;,,-"ii7 NA il', \ 'k - , ;1 , . - �___ , ,zl? ,- IIIA-11, i�l A ­u 00�C_l , , I ''I \ \ I , � / r , - � I "I -1. 1-1 - __ __ _fl.'��,�X'K , �­4` -`" ' , 4 _? I V 5 ""r \ \ \ \ , I _-� (e 5 \ 1 7XI , J Mi "W'' 6 \ 9� \ A -t1a_:;_1N__ - � , .>eJ5 1� 77� \ / / xo�a W i 11:�.`,A " , ;� _­!­­,_­­'-`! � , _�V , W y ;-" . s __­ ��;;Z.,-",� .;_ ., �:�,,.'� _:� - - 1 - , d, ,", "i ,11.1�1 " - � Ile _E .^R,�� ,�'i.vll.­,* _1;. .. r I , , > \ ,_­ ­_ n, " ­1 : - �t�­-­:!�:., i 20 lq- - . 1, __� -, _ - 0 * - I P ­­ 1, 1i sl , -,,' , ,'.,�' ,��, ',1':'15'_ ",-__-' ': I i 0 I- � � T r" �� "I CD ,01 _Z71M. , _.`, , "I'll It " 1'�L',Y__�_,__ � X_,!`��_, 9 �_� " '.:-- �-, -, I b - ___ �� �-J , I 0 ... �._ . . . . . . - .1, \ 1A � > ­11-- I , 0 ' U) \.��,.-,­J,�,,,,�';�:,,` , / - __ 441-15 1, , .1 ".. I - �__ ��, � , % � - , _A� I __ _____ I- ­_ ­­ - - -�� ` -*-,A� - ,�T-, 90 )� ifj _­ _ -, , i (0­88 1 �( � / I ­.,�,,,. I , a I , ,\' g >e� TOP 9640 '.� - , - , - � .9 \ ', � - .0­0 P Je 2 7C �� - � ,�/ ��': el e� I � ,;��.6 t�-.,&.: t , 2 1 51. - * " ' __ -,,,, I V I I ( , 0 1 0 1 0 - - . 'i t ,�,-,,,,-,_­-,. �, ." q 15' L -WO 91 ". \t� 6'P [ \ ��,,� �0 Z) �-,.,;""..,�"-"",��i..--,!,---- J � J � E I ce, � I J SE / d' - 1, �! ,�re,: k"..", I - - , ,r,-r - EXIST. 10' UTILITY k �� \ -7 , , / 5K ,-'.',,,,!�.,I.,' _ - 0 0 2a- 12P 20P 2f , -- -- , , �_ -,,., , ,�, , I t '_� i, I ,:1 , 4K Ia., lep 65- , ­ _ �v '�,�,',.,;�,_''; �.'� 0 \ te.� tl , ,,,,,,�---r,- 6K L . ..... :'� - 3.,,. - - - k ` "' " _' , -, \ 0 01 00% (FUTURE) \ Q� ` , " �,, J \ L -TEMP. PLUG AT _' _ - -%-- _J , L - - - - '--,,I - FHA ' ' , . __ V�� \ I' ,__,_�11'1 - N ft �_�� 7 q! / i> ­ I -I- r .- N �3 1 \ A \ 0' iv,,�, �.m POB LOT A 5" 1 U< 0- :�� 31 - -, (TO BE PROVIDED � _--,,,,M-Zw;� - PQ 5K 16P 1 __\ �) T PY CITY OF %A . , 72K 1/23 , (M) %! , - _I -fN89*57 \ I - r- I -s'-fo,jo-ol �, �, � r 1 IN I @ \ \ \ II II � " 1i II , - - % 1- I R 2 61 0 ___�.� ­7 Z31-- :A,-.,dSIR 2545 __X61. 1R, - 15t� ,LF 6" WM _ le N 'g , - M4 . ,,­ / I I fm 8 .1) 7'TO 'W � 0 ) RR 3932 O HL /C/ f6 � � ` (n- .7 ` _`�1 `' TREE CALCULATIONS ON-SITE (RESIDENTIAL LOTS) ow TOTAL EXIST. TO BE REMOVED TO REMAIN REQUIRED LOT A 54 17 37 8 � u� mcxsunso IR mow ROD I {� CALCULATED R/R SPx nmLnoxD 5p/xs Fwo rouwo w & o NAIL & msu | op UTILITY POLE I.D. OFF-SITE (RIGHT-OF-WAY AREA) | Cowo cumoxsrs own cuuLn NOT ncxo I.D. CLr ~wOTE LOTS B & o ARE CONCEPTUAL LAYOUTS ONLY. MODIFICATIONS MAY BE REQUIRED BASED ON ACTUAL ARCHITECTURAL DRAWINGS � � �BM\�� F� �|0|NG PERMIT PRIOR � CONSTRUCTION. mr � . .~ *� ATO REMAIN OVED J k1l 2a"O P = PINE 20PO LOCATION PRIOR TO START OF \ ,,,­ - , " -5, `­ MAINT�IIN 18" MIN. SEPARATIQN EN WAT�R,Ao SEWER M�AjUS_-- 7-It-, _.___ .., ­ - � �-_�CA. .1 96 - LF 8" PVC. @0.50%' ,4R _%;""',, !�,-�,,,,--� �\t CITY OF CLBAR0ATER & P � � � �1..:,�q,,�"". >M, I - - , * _ , " . AID FOR BY OWNER EXIST. SANITARY SEWER NH RIM 90.69 / If "", ,,, � , I, TJI)ITY � . `' -'��- '� ' - = " - � SHE 0 TO W N�\N �%|gl� DRA|N�n � m) ~~ O'SAN|TARYLA�P m°' u LE-i G c SEE ��TA|L } '0 ' ~ m wp FOUR ° �� --- -__ _ __ ___ -- � ~ � ' ~ -'^ � � ' _ _ \ � ~ _ - !� k_ 7 ~_ ° CORE BORE EXIST MH \ (/ \ \ U GV c»mm \ ~ /X° wo»x�e at this location lies 4'�/ of East edge \ \ \ K ' - � i � - ' '^n � � ue�� -_ NOm(+mws»,*o� \ n |E 83.33 ' L��(��_ --------- 1 ' /8\ elevations refer �u National Geodetic Vertical Dotoo ' . M. \ / \ \ \ IE U3.33 `~ \ / 2. The location, elevation and mot�o| of existing utilities are ' �- l� /7 " L_Q EX\IE 83.23 � ` ^ - , | ' � IST. RO� CK DRIVEWAY approximate as shown and it is the contractor's responsibility \ 30. 8o� cut ex�ong dge of u -pavement | � } f existing b \ \\ ormno o ex000coon oo uoo phnr to 14. All areas of exposed earth resulting � construction \ \ \ 31. p| o �n� between back-of-curb � d ---�-t - d �- construction �n their v|o(n(h °^","'"� ""°' " """""" vu directed < � �v � � � ` � � \ \ \ \ \ . * y p m or�o --�� -�- --'"---- - y ~~^~ ~r`~' OuoUy ` 3Y - ~ - -f- / ^ � , 48 hours before beginning construction. Uo n. called for m the plans and specifications, or where 5�. Provide u m|ninu UUUey at all ditch crossings. J4 ' The '~'h1 attention i directed to the ~ \ \ \\ y engineer, / b -owned water myt� mho be � Safety ^^ . / surface course o: oono�rvot«d ' Occupational Safety «'n="' n"o/�vn c«�«voon oo'o/ / �5. \ _1u __ I 11 EXIST. RUCK DRIVEWAY � . Not * to Contractor: tops. pa shall u performed y the City pClearwater Standards (29 CFR Section 1Q2G.G5O. Subpart 8) which ahoU apply i ` ^ and paid for by the m«nmc ' ~ Roq uh�d tree barricades o d erosion control must rmmo| o to construction, operation and maintenance pursuant to this permit. intact throhout construction. Encroachment into or fo||u 1G' A «�»or �o»oa t» u»»f»n with FDOT Index 7OU' / \- \ \ \ \\' barricades result in enforcement action which 17. �|| a|do�o(ko �o be o minimum 3OUO psi concrete and 4" 3� ' AU wo�mr ond ue�er | o 4' ond Aoonr o conorn o o rnqu" muno l moint i | ^J \ « PP«^ | / ' \ , may include citations mnd/orporm|t revocation as provided by thick except at driveway u*uuein where the ohoU be G" > sewer - water - - � - s �» conform t« the requirements »' ~ �o� / o/ �or���� r �pnn Development Code. � / �D w ' _ > \ \ A ' 1' y / A \ . � O . | ` ~' d .~ � ~~^ ahoU bu `""n duhn 1� ` /U| r�h� o� -««r | ot Uvvou |/ �vnp � with the B�ota of / - ��. testing noa with City of Clearwater / u Florida Utilities Accommodations Guide. specifications. of i c h | k / / / . �� \ \ \ / o pen conditions. 1Q. All proposed onsKo work or 3 oonu bore in accordance / ' Subdivision Regulations and Minimum Testing Frequency �/p' w ,y p/ �/pnn,�vwr�p�no/�qqono. ' 7 ' All ekan- a\ g Raqui/*n«»tm` 38. E Contro| to be installed as required in the field by the engineer. U ~) LJ � ' co��of truc�umaa. 2O ` u d to v� 39 Contractor to rework manhole bench oa required. ` ! | ( m c:aa� |naxon G �� � O Sewer lines placed v|Uh |aao than K" dk vertical \ 40. Safe pedestrian traffic is to be maintained at Gil times. . - '.',�O: ,. " , I separation crossipg water lines or STORM LINES shall 21, Disturbed area within the right-of-way will be Compacted At u j -, \ ` n Lr or oe iron sanitary noxmr centered on the to 10M. OT maximum density and augdog. ` v s "=n"/» °mm uuo,«eu "»«u'n/^eo nuuz oo removed and ropmomu. � ALUMINUM - - Odays after R /\ rorn/o� 22 , m/ n i g 42. be reconstructed within m. - N '' � / «X"« ' � o SKIMMER Design Standards, Jon. 1984 Edition � - a 8 ' Conflicts between water, storm and undeodro|n systems t o -- t t d 'u | ~' t ' Details `" |*t w«|oting sidewalk is removed, it is to be removed to the nearest joint. L[� \ \ \ | �| 6( � , Florida Dept. ,of Transp&tdtion: Ro ^""'""=w"u "= vm/e'` 6ff STEEL 2` * m shall of the of Clearwater / ^ \ / \ onmour mne m existing mains or structures. Any damages caused shall be the Contractors embankment, etc. of the roodway is to be cc . , acted per . ­ - Traffic Division. At least 48 hour advance coordination is required. I 01 1 F�STENERS 6/ t, .� �-.-_'�.', 04�4 111901 0 1 . -90.0 I � f F\ / \ :-;,-,_,.',, �:-;.-__,'­',-, Dept. of Transportation Specifications, Sec . 45i A City of Clearwater rlght-of�woy construction permit must be obtained by contractor X ,�,­ tf `[` ,, , - ,,_�1,,t _�,,_,� Edition (or latest edition). prior to start of any work In the existing public rights-of-way. ~�� / \ -,�,�,,',,---�, �:,:-.- 11. Plans are not valid for construction unless signed and sealed I M - �,-,-, -, - ,_-, ,- `, M 1 24. All PVC water pipe shall be laid with an insulated- 1.2- gouge A.W.G. solid 46. Contractor must orron a site meeting prior to clearing & tree barricade lnstallation I I I I ~�� / \ . 12. Any discrepancies between the engineering plans, architectural per joint of pipe. This wire is to \/ �, ' Mu 3 8 -7 t 5.1 fc plans, or City of Clearwater nicipal Codes shall be brought by methods approved by the Engineer. this wire. is to.6a tecure& to all �< 8 . 950.1 1; ______ 'T. / . 1 ag-6 ow _', I to the engineers attention prior to construction. valves, tees and elbows, I '. X7 STAINLIES, 8�,50 -SKIMMER Qr \ Base: 6" Crushed Concrete compacted -to 9fto- ­ J ' i I ­Cleh'sity; I J� 7 1 �f , 9 . 12K STEEL i F11 ---J-1 1.[-, , ould be staked out according to the 25. Project pavement within City of Clearwater Riqht�-of-way to be minimum: , . � I `_1 FASTENERS . . ........ 0/.00 �� �l ~ , ��<�/8J� 4 i �� �� ~~ otherwise directed L .F . CONTRACTOR TO VERIFY LOCATION OF I , . . . . . . . I `� \_ 27. Existing topo by others, contractor to verify before beginning construction, 1-1 ( � ~~_~ -_', (��V{� /��(�[Yy {�� ``� i P0)R�> �NC S�Y�`7U�� \ 4"x2" REDUCER i , , ,,, _� � I, _ __ . 28. -Landscaping and irrigation as required per City of Clearwater code. CONSTRUCTION. I I I 1 : / 11 I , .� N`go;, " -`,:;_­, A.3% Ofi , 29. Place expansion joints where 4" and 6" concrete abut. 8 LF 2" WM ED BY S I I � I STORMWATER OVERFLOW DETAIL � / / ��y' 11 | �� | `\ ' � ND � Proposed ! � �� �-"--' o�r�n ~° _° � � ', ^ ^ ~~ . ~�' x�� SPOT ELEVATION / �~�' ^~' ~� � | `= --*--- ovx� - | --- --- --- --- --- ---__ --==-=- ------ -- go. / __________ __ _- -- - - _ _ _ _ ____ __ __ _ --------- ----�------- ---- - -- -- -- '' = DRAINAGE ��� +- __ __ __ _-__ ____ __ i | *b/or ---- STORM � � � _~~' Pipe direction is "° u�^�u .---- Approx. m � v � ��~~ I ^n �"� wr� vnr ---- mm�n*, vcvcn | ^=� \ \ � / c»*= az« � � �,�'� o/ this mcob�n ---- | ��� mr \ � � � -\ | In �/ two o�^� -D- SANITARY -�' __ ___ .__ __ __ ' �� �� �� ��� �� �_ �� �� �� � [ / |oP 87.2 m be ���g in, | ���� | / / �p ------ ------- ------ `� ------ ' ' --^-- _J_ /«'' / m�7/��-'^~^ | | / / | ' ' ---- vmc �� | �«"' / / / / VARIES l ' I ) | . | 91 rmr°,�^�^=""�, �f . / . �" ��' | � _ � � | | | | / / C"""", .,,""" ,OnCOPYRIGHT 2002 ALL RIGHTS RESERVED RouseHouse Designs Anyvne cop,)4ng this document in any manner without the expressed consent of RouseHouse NsIgns shall be prosecuted to the tug extent of,the low. -DO NOT COPY OR REPRODUCE I | | / o DESCRIPTION ow c�c��u���r ' P. PLAT DATA pp PINCH PIPE | R. o�Tx osp OPEN END PIPE � u� mcxsunso IR mow ROD I {� CALCULATED R/R SPx nmLnoxD 5p/xs Fwo rouwo w & o NAIL & msu | op UTILITY POLE I.D. ConwEe |D8vnRu^now | Cowo cumoxsrs own cuuLn NOT ncxo I.D. CLr CHAIN uyx FENCE W.F. x0UD FENCE | P.O.B. POINT OF aEmww/mo up LIGHT POLE ~� C.B. *Onu orxn/wo nAn RADIUS | � RIGHT-OF-WAY oxn CHORD D/ST*wnc SRD STATE ROAD DEPARTMENT 04T. QEpAnTu[wT or TnAwsPonTxnQw TOTAL LOT AREAS: 142,077SY. C5.26 WATER QUALITY: = 5.920 FT3 TOTAL VOLUME REQUIRED. 5.920 FTJ TOTAL VOLUME PROVIDED: 7.081 FT3 GRADE - - - _ n�-:\: DRAINAGE SWALE EXIST. GRADE 10 SWALE I SECTION A-A MATCH EXIST. GRADE _______ I I�'��"�., -- , , '"" ___ ­^­.~­=ZL, _~*- Chlorine Injection Point ��-�­i;�,­-,� @ _�_�,, 9__,/1 If,- , I . N ­�_­ I 11 . -0 . , 1 -7 - � �