Loading...
2575 ENTERPRISE RDCITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT rEl'��� NAME OF OWNER &0A DAY WQTFQ r _O. REASON FOR REMOVAL: SITE ADDRESS x545" Gf*Q,roriiL IRdt ❑ Construction PHONE OWNER'S ADDRESS saryw- OT r Ol AnA iIQOJI;� ritw El ! REE(S) 01 nl.. ndable fee o Y n0 folu��rflve tees toy ed, plus $3.00 for every tree above 6o be ;d. -See "A" below • Hazardous • Declining XDead ❑ Other (Specify) K NO. �.. �.._ Fee Recd. S r)AT _ - _ 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 1. 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) (i.) Surveyed Location (iii.) Species qv.) 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. Z O �s • • t B) REPLACEMENTS D 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See Inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. En I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought D to -be removed is wholly on property owned by the above - identified property owner, and should it be determined that m 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 tie permit lW9d shall render it null and void and be considered a violation of the Community Development Code. Signature of owner or applicant Printed Name FL.— I mil U10 4..21e- Address �r TaMpa PL 33�D�8 City State Zip Ne+e.+- KonS - 1 r4x 5¢r CLLM JU5W�A Agency Representing OCL # ,%l3 3 (03- 6 13 ) Jf('9 -S3a? hhoone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Sianed By City Manaaer or his,Desianated Anent Required Replacement Trees: Applicable Code Section: Based on the Inspector's comments and InformkApproved-Modified tion submitted, the above removal application is: U Approved as Submitted as Noted Above ❑ Denied - ?, 34 S igned: `- `'" " � `"� Date: / yr, Community evelopme t Coordinator or Designee /Inspector Valid for - six months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow -Applicant Rev. 2-0.3 SEAL• CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES c TREE REMOVAL PERMIT �9��rra�`oQ NAME OF OWNER AP'`APA 0,'14 i,� LA- + e (L YSON FOR REMOVAL; OWNER'S ADDRESS 111 i40L ,661 Lwc 5 v i T6 i'- . i'"„4m A ' Construction PHONE Pia .--7'+0 , 405"1 33c: MI •Permit # � SITE ADDRESS 25-7S C: iL�z�'r�'��= +7 -See "A" below ❑ Hazardous LOCATION OF TREE(S) ON LOT L)J 0 S' 1- SPECIES AND NUMBER OF TREES �) �'��*/ _ %) 1' -M-5 , (`7 U N e,MWd ❑ Declining O �� ❑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 removed is required. Fee Recd. $ Receipt # 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 j. All Protected Trees Including: 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), re located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater rmless in any claim a4er wrongful removal of such tree(s). I hereby certify that this application together with any plans ubmitted is a t e r p atIon of all facts concerning the proposed removal of the tree(s). Any deviation from the per ' , sued sh�ll� r d void and be considered a violation of the Community Development Code. Signature ofr or applidant 1,AIWLi M97L r7i 2 , J;J iT;�, 5S'' Address City State Zip -0?>�V 10 AOi c�e Printed Name Cv TL-6K_ A5 $vc ✓� Tom. 5 1 fUc Agency Representing OCL # Phone Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manaqer or his Designated Agent Inspector's Comments: Required Repl(lcement Applicable Code Section: Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted .Approved- Modified as Noted Above 0 Denied Signed: Date: Community DeveloprJent Coordinator or Designee /Inspector Valid for six mo the from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 4 -01 ii 13 1V A4 \': v f •ra c' GF.APH C SC ' f i T •. A^ • • tN ' r IC4 t ty (1 r` ea" 11 i, S Cy i v� .jfl�` F '? ( r� ✓ Cam= ry _Fx �5f� � _`e� � �.t�;, 1 } iM ;: � 1 ::i- y: ✓ ..f '4 R f��� �. � y VI K, rr� J ' } r C'�r C�C.E?#� t �Lr • 4.Ea J{ �. 4 t £` � r q -�'��. 4 •ice• All • i �I CAM CC NA ub U V11 11 Z17 2006 50CTOKFtaae lip . VELOPMENt SgERVICE$ DEPT CITY OF CIEAAWAfiER rA �V r^f"'i�' �c.d�KT►-1 FLAK 1 o iVvEET pa &E FIGURE DEMONSTRATION GARDEN PLAN PRELIMINARY DRAFT Source: Tampa Bay `rater, 2005; Walter & Air Research, Inc., 2006. water&a.ir RESEARCH. INC. Z*04amOZZ45 R. low JE 1 .: 3023 Eastland Blvd. Clearwater, Florida 33761 July 29, 2004 Attn: Rick Albee City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 Project: Project Number: Reference: Dear Mr. Albee: TBW Administration Building 06001 On July 7, 2004 we met with you at the Tampa Bay Water Administrative Office Building jobsite on Enterprise Rd. At the time, we were encountering circumstances that required a realignment of a portion of the storm sewer and a portion of the sanitary sewer. As a result of the realignments, root pruning was needed closer to the base of 3 pine trees (see attached sketch, the 3 trees are clouded). I want to restate my commitment on behalf of Tampa Bay Water, since construction will be ongoing at the jobsite over the next 6 to 9 months, Tampa Bay Water will replace those 3 trees over that period if they should die. Sincerely, Clint Hnatiuk Project Representive CC: Don Howard Bill Murray (URS) File ENC: 11 Oo ' b 'O elt \ I \ \ \ or* ,;$ °goo ae9pafOdo �6`l �rD�° •�`\00 �1+, Q: 41.� d,9bo Ohs ysN B �iT -` .• a,.. ,t ` ` 1,11j�„�J`� ®'= MW tO rAW- � � '^� � � °•i � r¢ .]fit ��;,�"d �.r � � d m \\\ \ } _ a 1 cps9�o � 1 1 ra w o_ M V_ 0 0 m 0 0 N \ N 0 CD a w ca i ne F-- 3 w 3 to i L o, 0 3 I PO V1 +• a, 0 L CL el ASPHALT \\\ \\ SUB GRADE \\\ \ ASPHALT 1 -1/2" TYPE S -1 ASPHALTIC CONCRETE SURFACE COURSE BASE B" CRUSHED CONCRETE BASE 98% AASHTO T -180 SUB -GRADE 12 . STABILIZED SUB-GRADE COMPACTED TO 98% AASHTO T -180 TYPICAL PAVEMENT SECTION NTS q1 >� q� f b" ^� •; �x .- - -- ,.W ... . . ...... ....T "_� ..�c _�_­ LEGEND I I ° ra 1° 12�oe+ �Qhq *A1 1 .1. 2q2� I F, c� b - 1h1�fO,0 1° ! I t I i ,L1�' � ! \ ax ,\r�Y q 1 i/,� i' '`�' „.•,b ......., _ ... .- �....._ ............W ..W ,..:7...:d,• , -a- W z e x .� �.. j.. _ • i�_'x.�.� ". � { 6 a. 2 ' ° `z, i f » ! ; •� --- -- - ............ .. i ........... 1 10 I� 1 -- o t' i 69,;,o t f t 3 ..... I .. ti c G i� t , � r 4 .... y� # t i ! h 1 I h ° I .fi �.. I � t x `• 1 � � - � Z ,C o• r I I t I 1 t • ,> t �, f 1 `i Y , i 1 I II 10 �/ II � q q�1,11 I I 1 I f1'� ` f � �..� 1� ! 1� t � \` •` ,, bbE ' �� � , '� w - N _ _\ Y . 1-- B"OTTOM 02, FLOW A REA J EXISTING ..STIORKWA R OF DITCH b ry� I � I / \v\ �• v POND f! i 1 I (EL =69.54 x EXISTING SPOT X 73.45 PROPOSED SPOT �h� 1 ELEVATIONS 'n ELEVATIONS EXISTING TREE (TO "' "- PROPOSED TOB 4 BE PRESERVED) ' : -= • -' .: : • :.: PROPOSED SIDEWALK -.._......__._.._.. m...." 7. _ .... .... .... ......_.._.._..._. EXISTING CONTOUR FILTER W FABRIC 0 PROPOSED EROSION -"'- - - - - - EXISTING TOB LiJ CONTROL _ -�- - -� - -- -� - - EXISTING STORM Z PROPOSED RETAINING U LL 0 a� WALL PROPERTY LINE Q O �ST�ST� PROPOSED STORM PROPOSED ASPHALT (REFER TO TYPICAL P R O P O S E D S SURFACE U PAVEMENT SECTION WATER IMPACT 6" FIBRE REINFORCED d CONCRETE 1.9) �`' ba0 w G Alp .,,.T�,. I \ x x 1w bq' _ v.A �`... v�� �- / �; �l I I I •I PROPOSED 1 i� x� ?�z x OUTFACE STRUCTURE TABLE f I I ! ' I I 1 f 1 x �A� V `` = _ " �t I �! 32 LF 20�� © - 'w w I I 0 -1 a2 f �. 1�'� �.� � �.•.�, �� '\ � t' � f I RETAINING WALL ..._./ I � �•I ..._ _ I STRUCTURE WEIR SPAN (A) °� f bql I x12 \ti ° �. \ \ �_ T -07.' I € I OPOSO4�c 6 (NOMINAL) '` .1. �- _ ._ ..• 1 ��` ST -07 7.75" 1� 10- [ �, t �h 10 ._ �,� 1Z _ . j^ r x N RIP -RAP .._ -.. 1 °' �h I �. z. 1�• - ~ \ \ b -. P96P.6SED I _..._ PROPOSED DITCH IL � ST -08 5.50" �ONTROL !i # i I ` RELOCATION R$4.3� BLE IS NOT CC I I b CTURE -I f, _ (3,703 SF IE E) ATOP FILTER FABRIC • CN NON -WOVEN).. ._. d �,h I � ovE ©t _ x -LIMITS-- r z _ PROPOSED , I• - .-- -___.- _ -_ -- SKIMMER PROPOSED BERM �Q •;. F _" __- = _ - - -__{ _ _.___________ -" .. - 0 I ; - - - - -__ o ___ __ _ __ `\ � �_ - -- - - - ==a \. �k. \E \ \?�.. -- ----- -- - - - -- -4 SI- ff- ---- - - - - -- ----- - - -- -- --- -- b € : #I ----- - - - - -- - - -- -- - - - -- - - -- b� \ V - - - - -- -- - - - v - - f , : � 1 11`Z' "�:� • r ' • { :. I : �__= _ -` - = -� � _: •> - \\ -- -�- - - =� -� - _ - -� = -4� -4� - s1< -:f# -� - -4� -�- -- 5.40 f -« -- ¢ ,.,.,. / :' % � I � '� t r f 3 p 4'- _z_r. = -- - _______- .__- �_ -. � «- _ r- _c_• ••_ `"" `'•a - ?�na53c =9�= - °_�i£Taci�s- $naS�esL=at_�a�s =.. � ..� �ittL".Yf.'. �..,«..• »' - . « 2.1 4.1 _•.. START OF FLOW / _� i 1 : 1 I -- - - - - - -- - - -- - -- - - - -- - - - - - -- - -- - - - - -- - - - - - -- --- - - - - -- - - -- -- --- -- - - -- - - -- -- -- - -- - R ETAI N I , ----- - - - - -- ------ - - - - -- --_ _ lE ------------------- - - - - -- -- - - - -- - - -- - -\ ------ - - - - -- - - - - -- ;: 1 �- \ r _ « r' 1 - __�= y __�_ A\ _ - �__.---------- - - - - -- -- -_.___ - __ ems.. __� - - - - •'- ., �\'. �€�'< / � � X4.4 T r 2.1 i l h z t ITCH t 0 . 1 45 l , 1 ! I 1 1 - ----- - - - - -- - - - - -- -- --- -- -- - -- - -- - - -- -- 6 � t � � , _ �� _ �-_`-- • i a ' x i f _s � '1 G 11 _ I t , -- ------------ - - - - -- - - - - - -- - -- -- -- -- - t b x 6 DIAM. WEIR SPAN (A) j \ \( , I • ) ____« -- � -- ______ ' �. � 4. +� +':,,,,t,, . 3. : STONE .. I1J __- ----- ___.._.__.. __-= =- _ - -- ___ - - - - - -- -__ -- -_ __ -- _- � -- - - -_ =•_ __ ___ s i � ----- ___ «_ «____ -_� -- - - - -- - --- = -- - -- - -- - -------- - - - - -- ___ !! PRQPOSED..:pSU ACE .:... ....:.: o� -;�. PLAN VIEW n, t � . rt, ------ •- • - - - -- -- - =__ _ =` __- __• - - - -_ _= =- - -_- -��- - 7 ;k -- - - - - -- - -- - --- - -- WATER I PACT � �N :r r. NTS - « - e r 3 6'25- SF r « , -_ - -- -3[ fr - - - - - -- --- - - - - -- - - -- --- r fff WEIR SPAN A \ _ - -------- ____.._ ....� xx� _ �, . �. , PHA3 t OFFICE FUIL01W \ G . ,; ' Y- -- - - - -- ..,. .57 -___________ _ _r ................. � ---------- iii ��� ► PROPOSED TOP EL 73.50 ...� -- ..._. _ � : ". I - - -- - PROPOSE± � 1� I STEP TYP s °'�., 1:N e z 0 'n 0 I I Z O 4 ® (L �°-- :D FILTER W FABRIC REFER TO PLAN VIEW FOR EXISTING GRADE (APPROXIMATE) MATCH EXISTING GRADE AT LIMITS OF CONSTRUCTION (EL= 71.50±), INSTAL EROSION CONTROL - e 4 < • d � /�^� 1'L''� \ � f i ( � - -_ _______- _______ ^� CURB .INLET: . �.,� ,� , :� , d h.� � C �,.!1 A :: Y'EJ ['f [1 It. •IP' C'! .. -J.'7 ! A f'4 • `°. a a ° a o A \/ PROPOSED 6" DIAM. SKIMMER STONE SECTION VIEW NTS SECTION E -E NTS LIMITS OF SOD PROPOSED RETAINING WALL (5' ±) PROPOSED SKIMMER r_r%vrvow r.v WIDE BOTTOM (EL= 69.25) SECTION VIEW NTS SECTION F -F NTS f, BO 30 15 0 GRAPHIC SCALE IN U I C-J: 1. IMPERVIOUS AREA OF FUTURE BUILDING INCORPORATED INTO STORMWATER Qi (�(LCULATIONS. 1"ic� 2. ALL PROPOSED CURB SHOWN TO BE FDOT TYPE V CURB UNLESS INDICATED OTHERWISE. 3. CONTRACTOR SHALL SUBMIT A CONCRETE JOINTING SAWC UT PLAN TO ENGINEER R OF 00% �RD FORAPPROVl�L,PRIOR TO STRUCTION. 1a�gb 4. PROPOSED $"v�'� STORM (ROOF DRAIN WSTEM) TO BE C -9,0b DR -18 PVC WITH bUCTILE IRON MECHAMICAL JOINT FITTINGS. ALL ROOF DRAIN PIPES TO BE FULLY RESTRAINED. - �CONTRACTbft TO REMOVE ALL UNUSED DRIVE 1 :IRONS AND 0 PAR I K NG SURFACES IN ITS NTIRETY. CONT RA�TOR TO RESTORE DISTURBED hh HE RIGHT -OF -WAY S) WITH NEW SIDEWALK ND SOD AS RE UI Q R h� \ nA& PROPOSED MANHOLE RIM EL =75.80 IE= 69.96(S,NW) x x RE. gj T EXISTING STORM SYSTEM FROM 1E-bi70.88(N) TO IE= 70.0^6(N). PROPOSED STORM SYSTEM TO THE NORTH TO BE O N116TED (FROM THE EXISTING INLET THRO Gi TO EXISTING POND) AND 0 \ FUNCTIONAL PRI TO THE PROPOSED 0 ' - -- - ,A�NIP/MORTAR O�' THE EXISTING WEST INVERT. ...... -._. »- - -- - - - - -- ----m 1 h• �X. GRATE INLE1 e IFS'` =-�U 1 D iF� .... ..... »...»... � � --•- ' IF 70` E=70,28 (S q IE; ;g 70.12 ( 'rki� ----------- 1h� 1h' 1h' 1a' °x + :av:r.v.^lf' �� >tt' - -- -� hh p,1 lq4% ti 1 ° MAT�i EXISTING \ �� (TYP) - REFER ST -09 \ \\ ». `,; ;, �-PR POSED EOP EL `'74.70± 1h 1h� OP S D FDOT W a. ' - - - -. E -6 .65(NW ( ) �. PROPOSED -- ; ;, / 1 r. " x x PROPOSED FDOT TYPE F CURB & GUTTER .b \hr ,\ �� : - TO AR�HITCTURAL Q -y 1h�YPE F CURB \\ \ �. 68.00(NF,� %NNEC.7 NS FOR t h2, CURB INLET \� 1 '' x & GUTT 7219 ., ` '. 1z� \ ` �-- - THROAT - x REFER TO PLAN MATCH EXISTING GRADE EL =73.0± \ \� ( ) 2. \\ 1;' X3.09 Qi�IIETAIL V EW FOR \ EL =74.20 1 tiff 1h�°1h�o ,� rr rr \\ = `d\ 1 IE= 67.93(N) ( PRO SED DOT ' « h• 1 ± CONTINUATION PROPOSED FDOT TYPE F CURB &GUTTER hh'` \ \\ `\ \ "" h "':> h 1 1� \ \ \ \ \ \ \ e �\\ o l ` 1 Q\ �,� I ' S , 74,92 x / 1-✓ I :>`�S`ri =� tic 1 TYPE "F CURB J8 74,851 74,50 PROPOSED VALLEY CURB (FDOT INDEX 300) �� \ � p _ �\ 1 \ POTENTIAL &GUT R �� x74,09y�I �\ 3 � q'(4Z6 �� c. FUTURE -- -MATCH EXISTING ��;( 74,45 PROPOSED FDOT TYPE F CURB & GUTTER \\� ;� ....: F / 74,08 % \ \ z \\ may \ \\ , > :s �` _Ex. Cu a INL T BUILDING EOP (EL =7j .10 ±) / a�'�'o�'¢ .� \ \ x EROSION MATCH EXISTING \\ \ " �.; 1� \ \\ TI-�;2O T EL= 72, _ AREA j x 74.33 / lg4.ga � / 1h� 1hq \\ \\ `• \'67.33 (1� CONTROL EOP (EL= 72.40±) \ \x. CURB INLET L T1,1S 5F @ b 1 EL =71.50 hh \ ( ) 1 is K PROPOSED 4.. 4. 7' PROPOSED 1 / 2 \ \\ \ \ "� \ /CO "`' "C" INLET GE =70.00 IE =66.50 (SE) POST q T q \ \ \ \ \ NCfi S W/ / \ \ \\ \ \ MASQNRY N i ALUMINUM POST SKIMMER 11, b \ \ \ v / j5, 03 >-Iz�s:a?`° 1hti 33 \ \ 1 \\ / \/��'` \\ t in // �% 1x ` 51`95 / / /1h/ 1h� n; n' ' fix.wi I�al\I \\ \\ ,� \. /. ^ a _ 3 Q1- N N .. b \ "� \\ �O ° '\ 1bb \ , �' / / �`, _i x. cu# Ni.. T 1i �• �4 ; it hi(),�(' EL= % \ / x / / li 71.5 `ti�1' % Ti4,45.e ��9 1 �y 1E=6, . s; I) \ 74.17 r/ / / / (' 'c� q° �,✓ I + f1i 1 1 MATCH EXISTING PAVEMENT ELE�ATION 7' 3' % 3' W w 7' 7. 7 �d \ \ \� `7Z' \ \ 73,88 3.79 / // / / h• A. ST -06 \ \ o�'� . 13,26 �,' 7� // ,�/ r/ z ��"i / ,°� (EL =7 30t-) �EONTRAQT f SNAL TRIM X 74.17 ! 1 , _ \ \ 1`qh '�\ \ 73.19 \\ /5 F+l x / / -', ty, � � 65% ,. AND TACK• WHERE PROPOSED PAVEMENT MEETS +EXISTIJVC�f PF'}VEMEIVT �q \\ \\ \ 1359 \�`\ l x x d� /h CONTR'A`CTOR' TO : % L Lp11V 'FOR VEHJCQLAR 74,23 "\\ ��9 1�A° �1h� ACCESS INTO EXISTING DEV C" 191 T` I \ \ \ o \\ \ tt \ z° /% 1' AT ALL TIMES. \\ \` �\ \ \,.59 �� \19• / 1�1° hZ x \ \ \ \\ \ 13.33 73.06 x 1� 1 fry ,•'�1; �f iC,,� . �`,, 00 11 13tiA � :• PLAN VIEW '+ NTS • t.. , •, DRAWING SIZE IS REDUCED IF LESS THAN 34" X•.2'2" : 1 n E 0 C-0 uj co u c� ai CD (Y Q ®® 51J M C e_ 0VU��� d t5 CD - �in �U0 � -L m� ocn a- n Q cn m n Y U m r U m 0 m /cc V I In O z 0 'n 0 I I Z O ® (L �°-- :D W W Q J Q LiJ r LL Z U LL 0 a� Q O Q Z o _ cn o U W p Of o o : � N cr LLJ 0 w � p \ 0 0 Q > Of w z w w ca m N Q N N o 4. PROPOSED $"v�'� STORM (ROOF DRAIN WSTEM) TO BE C -9,0b DR -18 PVC WITH bUCTILE IRON MECHAMICAL JOINT FITTINGS. ALL ROOF DRAIN PIPES TO BE FULLY RESTRAINED. - �CONTRACTbft TO REMOVE ALL UNUSED DRIVE 1 :IRONS AND 0 PAR I K NG SURFACES IN ITS NTIRETY. CONT RA�TOR TO RESTORE DISTURBED hh HE RIGHT -OF -WAY S) WITH NEW SIDEWALK ND SOD AS RE UI Q R h� \ nA& PROPOSED MANHOLE RIM EL =75.80 IE= 69.96(S,NW) x x RE. gj T EXISTING STORM SYSTEM FROM 1E-bi70.88(N) TO IE= 70.0^6(N). PROPOSED STORM SYSTEM TO THE NORTH TO BE O N116TED (FROM THE EXISTING INLET THRO Gi TO EXISTING POND) AND 0 \ FUNCTIONAL PRI TO THE PROPOSED 0 ' - -- - ,A�NIP/MORTAR O�' THE EXISTING WEST INVERT. ...... -._. »- - -- - - - - -- ----m 1 h• �X. GRATE INLE1 e IFS'` =-�U 1 D iF� .... ..... »...»... � � --•- ' IF 70` E=70,28 (S q IE; ;g 70.12 ( 'rki� ----------- 1h� 1h' 1h' 1a' °x + :av:r.v.^lf' �� >tt' - -- -� hh p,1 lq4% ti 1 ° MAT�i EXISTING \ �� (TYP) - REFER ST -09 \ \\ ». `,; ;, �-PR POSED EOP EL `'74.70± 1h 1h� OP S D FDOT W a. ' - - - -. E -6 .65(NW ( ) �. PROPOSED -- ; ;, / 1 r. " x x PROPOSED FDOT TYPE F CURB & GUTTER .b \hr ,\ �� : - TO AR�HITCTURAL Q -y 1h�YPE F CURB \\ \ �. 68.00(NF,� %NNEC.7 NS FOR t h2, CURB INLET \� 1 '' x & GUTT 7219 ., ` '. 1z� \ ` �-- - THROAT - x REFER TO PLAN MATCH EXISTING GRADE EL =73.0± \ \� ( ) 2. \\ 1;' X3.09 Qi�IIETAIL V EW FOR \ EL =74.20 1 tiff 1h�°1h�o ,� rr rr \\ = `d\ 1 IE= 67.93(N) ( PRO SED DOT ' « h• 1 ± CONTINUATION PROPOSED FDOT TYPE F CURB &GUTTER hh'` \ \\ `\ \ "" h "':> h 1 1� \ \ \ \ \ \ \ e �\\ o l ` 1 Q\ �,� I ' S , 74,92 x / 1-✓ I :>`�S`ri =� tic 1 TYPE "F CURB J8 74,851 74,50 PROPOSED VALLEY CURB (FDOT INDEX 300) �� \ � p _ �\ 1 \ POTENTIAL &GUT R �� x74,09y�I �\ 3 � q'(4Z6 �� c. FUTURE -- -MATCH EXISTING ��;( 74,45 PROPOSED FDOT TYPE F CURB & GUTTER \\� ;� ....: F / 74,08 % \ \ z \\ may \ \\ , > :s �` _Ex. Cu a INL T BUILDING EOP (EL =7j .10 ±) / a�'�'o�'¢ .� \ \ x EROSION MATCH EXISTING \\ \ " �.; 1� \ \\ TI-�;2O T EL= 72, _ AREA j x 74.33 / lg4.ga � / 1h� 1hq \\ \\ `• \'67.33 (1� CONTROL EOP (EL= 72.40±) \ \x. CURB INLET L T1,1S 5F @ b 1 EL =71.50 hh \ ( ) 1 is K PROPOSED 4.. 4. 7' PROPOSED 1 / 2 \ \\ \ \ "� \ /CO "`' "C" INLET GE =70.00 IE =66.50 (SE) POST q T q \ \ \ \ \ NCfi S W/ / \ \ \\ \ \ MASQNRY N i ALUMINUM POST SKIMMER 11, b \ \ \ v / j5, 03 >-Iz�s:a?`° 1hti 33 \ \ 1 \\ / \/��'` \\ t in // �% 1x ` 51`95 / / /1h/ 1h� n; n' ' fix.wi I�al\I \\ \\ ,� \. /. ^ a _ 3 Q1- N N .. b \ "� \\ �O ° '\ 1bb \ , �' / / �`, _i x. cu# Ni.. T 1i �• �4 ; it hi(),�(' EL= % \ / x / / li 71.5 `ti�1' % Ti4,45.e ��9 1 �y 1E=6, . s; I) \ 74.17 r/ / / / (' 'c� q° �,✓ I + f1i 1 1 MATCH EXISTING PAVEMENT ELE�ATION 7' 3' % 3' W w 7' 7. 7 �d \ \ \� `7Z' \ \ 73,88 3.79 / // / / h• A. ST -06 \ \ o�'� . 13,26 �,' 7� // ,�/ r/ z ��"i / ,°� (EL =7 30t-) �EONTRAQT f SNAL TRIM X 74.17 ! 1 , _ \ \ 1`qh '�\ \ 73.19 \\ /5 F+l x / / -', ty, � � 65% ,. AND TACK• WHERE PROPOSED PAVEMENT MEETS +EXISTIJVC�f PF'}VEMEIVT �q \\ \\ \ 1359 \�`\ l x x d� /h CONTR'A`CTOR' TO : % L Lp11V 'FOR VEHJCQLAR 74,23 "\\ ��9 1�A° �1h� ACCESS INTO EXISTING DEV C" 191 T` I \ \ \ o \\ \ tt \ z° /% 1' AT ALL TIMES. \\ \` �\ \ \,.59 �� \19• / 1�1° hZ x \ \ \ \\ \ 13.33 73.06 x 1� 1 fry ,•'�1; �f iC,,� . �`,, 00 11 13tiA � :• PLAN VIEW '+ NTS • t.. , •, DRAWING SIZE IS REDUCED IF LESS THAN 34" X•.2'2" : 1 n E 0 C-0 uj co u c� ai CD (Y Q ®® 51J M C e_ 0VU��� d t5 CD - �in �U0 � -L m� ocn a- n Q cn m n Y U m r U m 0 m /cc V I In O CONSTRUCTION DOCUMENTS SHEET NO. I C -06 w > 0 'n 0 I I Z \ ® (L �°-- :D W W Q J 0 LiJ r LL Z � LL 0 a� Q CONSTRUCTION DOCUMENTS SHEET NO. I C -06 w > 0 z 'n Z _ Z J ® (L �°-- :D W W Q 0 0z LL Z LL 0 a� d. CONSTRUCTION DOCUMENTS SHEET NO. I C -06 60 30 15 0 30 GRAPHIC SCALE n E I city of clearwoter / ...'\ Sur wx ctc,y l utility easement p e/ �...__ .___. ____ ____ .___ ____ ____ ____ ___ ___ v ._._ __.. /'� I ` o.r. 4442, p9. 11 7— I ! E.._ ..__ ...._ ...� _ _ — — — — ....._ .....v}_._ _.. 1111110 rivate utility r� eosennent per o.r. � 3986, p9 85} � 1 i E lr EXISTING I I ( I 01 STORMWATER I Q ,e =63.30 (N% POND 1l t 0 1 j `�. r� d=72,41 � �1 ( I I 1a-- -C4.06 (N) _ I�`� -ter 0 I I vz; ' I n" s t 1. !I �I■ � .�> NOTES: 1. PROPOSED WATER MAIN TO BE DEFLECTED OVER OR UNDER STORM AND SANITARY PIPE (MIN. 18" CLEARANCE). WHEN WATER MAIN IS BELOW SANITARY OR LESS THAN 18" CLEARANCE, SANITARY SEWER PIPE TO BE CONSTRUCTED WITH DIP 18' FROM EACH SIDE OF CROSSING. 2. WATER AND SEWER LATERALS ARE TO BE ADJUSTED TO MAINTAIN 18" MINIMUM CLEARANCE WITH ALL OTHER UTILITIES. 3. SOLID SOD ALL AREAS IN EXISTING RIGHTS —OF —WAY DISTURBED BY CONSTRUCTION. 4. CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO, CITY OF CLEARWATER RIGHTS —OF —WAY WITH UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITY LINES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED. 5. CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF EXISTING WATER AND SEWER LINES PRIOR TO BEGINNING CONSTRUCTION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL ROAD CROSSING AND /OR UTILITY PERMITS. 7. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PRANG SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS. 8. ALL SANITARY SEWER MANHOLES TO BE CONSTRUCTED IN UNPAVED AREAS SHALL HAVE WATER TIGHT RING AND COVER. 9. BENDS SHALL BE INSTALLED IN FORCE MAIN AND /OR WATER MAIN TO AVOID UNFORESEEN CONFLICTS IN EXISTING OR PROPOSED STRUCTURES. 10. THE JOINT DEFLECTION METHOD SHALL BE USED WHERE PRACTICAL IN LIEU OF INSTALLING BENDS. 11. THE SANITARY SEWER FROM THE CONNECTION TO THE EXISTING MANHOLE TO THE PROPOSED SANITARY MANHOLE AND SANITARY SERVICE WYE WILL BE A PRIVATE SYSTEM MAINTAINED BY THE OWNER. 12. AT THE OWNER'S EXPENSE, THE CITY OF CLEARWATER WILL REMOVE /RELOCATE ANY /ALL WATER METERS THAT ARE REQUIRED TO BE RELOCATED AS PART OF THE PROPOSED DEVELOPMENT. 13. THE CITY OF CLEARWATER WILL PROVIDE PROPOSED WATER TAP, SET THE WATER METER AND A B.F.P.D. IF APPLICABLE. OWNER IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES. 14. UNDERGROUND WATERMAINS AND HYDRANTS MUST BE COMPLETED AND IN— SERVICE PRIOR TO BUILDING CONSTRUCTION. 15. ALL UTILITIES ARE TO BE LOCATED UNDERGROUND PER CODE. r 1 Sol mit-, PROPOSED CHLORINE PROPOSED 90" BEND INJECTION LOCATION Z PROPOSED 2-1/2" O PROPOSED 6" DIP WM GATE VALVE & BOX Q Q PROPOSED 2-1/2 QO U PROPOSED 6" GATE DIP WM a. VALVE AND BOX PROPOSED REDUCED PROPOSED DOUBLE PRESSURE BACKFLOW RP lil U_ DETECTOR CHECK PREVENTOR L VALVE ASSEMBLY PROPOSED 2 -1/2" M oz ow PROPOSED 6" DIP WM GATE VALVE & BOX � V) (n U W 0 Ld to PROPOSED Q PROPOSED 1 -1 12" 6 "X2 -1 /2" TEE PRIVATE METER o! PROPOSED 2 -1/2" DIP WM W PROPOSED 6" DIP WM PROPOSED 2-11/2"­`_ GATE VALVE & BOX PROPOSED CHLORINE INJECTION LOCATION PROPOSED 8 "X6" REDUCER PROPOSED 6" GATE VALVE & BOX Mr-rw II UA €€se gat€ Z4 tai g, Z1:= r4.° u \\ PROI�O�E�.ftiA g` (DEDICATO' FIRE FIGMTI\�Go` PURPOSESl\ \� CONNECT TO EXISTING 8" CITY OF CLEARWATER PVC WM VIA WET TAP AND VALVE ,,,�qryPRPP 8" T PVC.SAN 700.50% "Oil x g r per city of r_'o_orwater water atics map, sheet R #221a (location is approx;rrote and hos not been fetf-- ve`ifed) AV oo a \ I o IN ;yz' PROPOSED BOLLARDS (TYP) (BOLLARDS TO BE REMOVABLE) J_j1 ' 2004 . VN � DRAWING SIZE IS REDUCED IF LESS THAN 3 ';;-X .2 2 m O O LLJ N Q \ \ o CD N 0 E O UJ o _j C (D 0 Q °:3`)( m .:OEM .- 0 0 O Uj ®� �`� ®:j cn�GEUU) m m oN Q V) m � Y U m Q U m D m m V) Z � U V) 0 Z Z O O Q � QO U a. 0 m zU J lil U_ V) L ° m Q Z oz ow Ld Ld O � V) (n U W 0 Ld to o a > o! w W czw7 m O O LLJ N Q \ \ o CD N 0 E O UJ o _j C (D 0 Q °:3`)( m .:OEM .- 0 0 O Uj ®� �`� ®:j cn�GEUU) m m oN Q V) m � Y U m Q U m D m m V) Z � U V) 0 ri Q a, W Q � QC 2. 0. CONSTRUCTION DOCUMENTS SHEET NO. I d' Z O O Q � a. m zU lil U_ J L Q Q U V) ri Q a, W Q � QC 2. 0. CONSTRUCTION DOCUMENTS SHEET NO. I / Z Q Q � a. m zU � U_ 0 L Q Q ri Q a, W Q � QC 2. 0. CONSTRUCTION DOCUMENTS SHEET NO. I .0 1_I CD CONTAINER UR! EXIST 1NC SOIL Y.; r e' r 01KN r N0? 'E: A I...I._ ,_, R[O P t.) `:� E -. I. !R I -. E. S \.5 ftl... P R AN I.) u iC'_..; ",TCE� E iA.L `!'-YV? r:...�RI��.. -.� Tl'_� 2 "X4 - "XW 1N1 :_, AND SHALL_ BI" E: IJF E...l_" ;al:;;�C E: Ar C. N!_) fldR:: FRUNK, 120* A >= f�E: r. TR.. NK) '0 N l'A I N E R "O R 0WN SHRU;[a APPROVED PLANTING SOIL MIXTURE TREE PLANTING DETAIL NTS } ^r i .I H- u r N u u dA ._�_ SHRUB PLANTING DETAIL NTS Cl( AR CUT A1...1... PALM f i :��:)�� REMOVE' A[ ... E".::XIS*flNG E"R()NUS AN 1.11 CU 'l" :SACK ..(..R-�E NE'��d' E:3UC) I- T( VINIVI.Pvl (,E.. 12 1NC H E S, „ 'l` I I:a "A R 1::3 C) > 1. E:: " f:3'f AP[:'ROVE -.1.D I -..0 uAI.... TRALL TO BE 1"-2" �. NISI..l V1lAIE) _. A UL C R-i E R Ia 6" FROM .I.RUNK; 0 W f1F'R'R CfVf:1 -) I::'1...ANTINC, SOIL VIXTUiIIE EXISTING SOIL P1 AN 1 (N� S0ll... MI. IX.I.I.J. BACK OF CURB, _SCE OF PAVEMENT OR PI..AN'flNG BEE"(SOI) 4`= EARTE---IEN SAUC`R :FINITE -] CIIADE TXIST'INO S 0 11- ,r 1 �? SHE UR <`. � RLJUNI) =� =J4'E :E : At()uAC1ENT 'TO ST( Al('))H-r EDGE S SHAL41.. BE T"RIANC UI....AR R:�A ED IN R(�.'v°i'S R:�A AI._i._- _ ..E..O E -��E u�TR�AIC; -..,.. EDGE. Si--IRUBS & GlRO:l_:NDC OVI_I`6 ADJACENT ; C CU V >C ru`� `JI-lALL PLAN ED IN f�;CWS FEARALLC_ TO I.. CURVEDCE, SHRUB LAYOUT DETAIL NITS REFER TO PLAN VIEW FOR CONTINUATION 0 VARIES LIMITS OF TREE PRESERVATION 26' .................. i .............. 4�EIN, E -.ARC I...II :..N :SAUCE RR DIAVE'FER _.�� AN .. _ ......(VI. r.R F. ­E. E:' I"I" " �AV E-:.r.E JR LAYERS OF BURLAP U 0 R. . 2" x 4" WOOD CLEATS ;,5} VITAL SAND S T RAr PING 120' APART' 1...4- .NG_I.I..I A") 1:R E:..all I RR E: f 6" U Erg WATER N,UC}�R. Wi i -H .4 VU(._C✓II LAYER 2' x 4` x 3kj ':C r�I: S) . -AKE S ( 1 SABA(... PAE...V N(�'1j E :S 1 . ALL S:APAL PAL Iv1 0 O BALLS SHALL EViEASU RE A 2. `.A aAl._ 'Al. _`S SHI-�E._E._ Pf S i AKE f.� AS SN'��,� "�N. SABAL PALM PLANTING DETAIL NS PROPOSED ' EXTRUDED CURB PROPOSED f (REFER TO DETAIL) EXTRUDED CURB (REFER PROPOSED 6" FIBRE TO DETAIL) REINFORCED CONCRETE / (REFER TO DETAILS) —� VARIES LANDSCAPE PROPOSED 6" FIBRE REINFORCED CONCRETE (REFER TO DETAILS) SECTION 1 -1 NTS VARIES LIMITS OF TREE PRESERVATION PROPERTY LINE VARIES (19'±) LIMITS OF SOD i i i EXISTING GRADE (APPROXIMATE) oo MATCH EXISTING GRADE (EL= 73Jt), INSTALL TREE BARRICADE AT LIMITS OF CONSTRUCTION REFER TO EXIS [ING SURVEY FOR CONTINUATION MATCH u� EXISTING GRADE (EL= 74.5±), 7FDOTTYPE INSTALL TREE W BARRICADE AT LIMITS OF CONSTRUCTION 0 VARIES LANDSCAPE PROPOSED 6" FIBRE REINFORCED CONCRETE (REFER TO DETAILS) SECTION 1 -1 NTS VARIES LIMITS OF TREE PRESERVATION PROPERTY LINE VARIES (19'±) LIMITS OF SOD i i i EXISTING GRADE (APPROXIMATE) oo MATCH EXISTING GRADE (EL= 73Jt), INSTALL TREE BARRICADE AT LIMITS OF CONSTRUCTION REFER TO EXIS [ING SURVEY FOR CONTINUATION r -t 1 I -.. f: �- N O0 1 , E 1 L -03 u� rah m 0 W 0 n 206 ca m 0 0 0 a 0. w Y ^ ^+e L : :.<.. 0 LL Z Y <D Q J CIO Q Y 0 u E- r t, w Li a .f.; tw r -t 1 I -.. f: �- N O0 1 , E 1 L -03 M 7 m 0 W 0 n 206 ca D 0 0 0 a 0. < Y ^ ^+e L : o 0 LL Z Y Q J CIO Q Y 0 u E- r r -t 1 I -.. f: �- N O0 1 , E 1 L -03 Q vl; W D 0 0. Q V 0 LL Z Q J CIO r -t 1 I -.. f: �- N O0 1 , E 1 L -03 Q W D W 0. Q V 0 LL Z Q J r -t 1 I -.. f: �- N O0 1 , E 1 L -03 RYi w4 Rf( l lAJ �1 CD :? CD .L �LL1E i e \' r f � r I. � ♦ � q. r � J / ct F + � .,,,. \ _ I L J I rl V I I V ._" .._.,. ..- .., -:::. ._ �t:(/ ,`t 1 � �RF A� :` Jam.:.: • y ;'. r' \ .`•.k l: E i. \'•..LX:..c ::..:: ti \= 1,001 LF DRIPLINE _.. �iEt��„ „v. » *• @ 12 SPACING 426 LF VRNLINa \\ 1,310 LF DRIPLIN » t » E t @ 24 CMG 1 -6 T- �, , 4 5 r ' : 1-491 11@ 1�2 SPACING 21, PVi `\ S 4 � :, ; �'; SLEEVE 1 f i E` 1 1/4" 1 SLEEVE ,.�� » l �: 937 LF " I t ;: MAIN LI IAY\1� . `� �f.r ` "'( 1 » 1� 3/4 : ��� 3,/4 1 :.. ,; 1 DRIPLINE 1 -4 4 VES °� _ @ 12 SLEEVE 1 S~L E �, -� 1 4 3 Ci � 4 t �. 2 SLEEVE SPACING' PROPO IN `�`` ;: -. -r 1 fi4: 1 4' 3/4 --.� to R L N SENSOR c,A `° , 1 , �``,:� � �� \ 1 » i `` i;l. _�- `;,.SLEEVES 1 1 1 4" r yt » 427 LF DRILkId.. .. ,►-' 1 " ,1 is ����E� F E `�; 1 .1 /4" ( 1 1 /4 "' VALVE � .............. ,t.� i ® 24 SPACING ........ -- — f �., ............. /f ................ 1 n r`' 1 Ij SLEEVE L , `��......... - `- �,� 8 9 ~� L�O CAI N f 459 LF D �> I N �` fl 11 12 13 .; 2 MAINLINE @ 24" SPAC`1G, ''`� PVC SCH 40 (TYP.) �, � EXISTING 4 3 QUICK COUPLE VALVE'� / ,. , GRASS TO REMAIN Ie IN f 1- 2 SLEEVE N, ,�- NNI POINT OF CONNECTION FOR PVC LATERAL LINE. ° �O Nz``� TO DRIPLINE (TYP.) CISTERN X792 ,.,DRIPLIN ""4 1 -6" SLEEV -1 , e — 1 -4" SLEEVE 50 30 15 0 30 GRAPHIC SCALE .n .......................................................... _ ............................... . . . . . . . . . ............................................................. . RAINBIRD 1404 BUBBLER, 1.00 GPM (2 PER TREE) 0:... RAINBIRD 1401 BUBBLER, 0.25 GPM (2 PER TREE) POINT OF CONNECTION FOR PVC LATERAL LINE TO DRIPLINE { RAINBIRD 33DNP QUICK COUPLER VALVE IN 10" ROUND PLASTIC VALVE BOX WITH PURPLE LID 0A 2" ISOLATION VALVE IN 10" ROUND PLASTIC VALVE BOX WITH PURPLE LID 'I IRRITROL 200B SERIES CONTROL VALVE F as� HUNTER MINI -CLIK II AUTOMATIC RAIN SHUT OFF DEVICE ( RAINBIRD ESP -LX PLUS AUTOMATIC CONTROLLER '''v j PROPOSED 4" WELL WITH HOOVER 5.0 HP SUBMERSIBLE 1 PUMP, CONTRACTOR TO INSTALL BACK FLOW DEVICE BETWEEN PUMP AND WELL. 563 LF DRIPLINE , @ 24" SPACING _ = SCH. 40 PVC SLEEVE (SIZE AS SHOWN ON PLANS) PIPE SHOWN IN _ ..........._ -. -- SCH. 40 PVC MAINLINE PIPE (SIZE AS SHOWN ON PLANS) DRIVEWAY FOR GRAPHIC CLARITY LATERIAL PIPE PVC CLASS 200 SDR 21 ONLY. INSTALL INSIDE CURB VALVE # 1 -4" SLEEVE 10 VALVE SIZE (IN INCHES) GALLONS PER MINUTE f ............................ ............................................ ....................... . ! MI �1 R 3 A I A N u`N } 45 PSI AND 40 GALLONS PER MINUTE 1" 380 LF DRIPLINE @ 24 SPACING ( .......................... .... _. _...,.... .� . :...: ...... ...::� .::.. .... ..._. ...... ............. M ...._ .. . ...m 1.09 LF DRIPLINE ........................... @ 24 SPAC18G /1" Q 1. IRRIGATION PIPE LAYOUT IS SCHEMATIC IN NATURE AND IS A _ _ r GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL INSTALL ALL �� -- - - - -- - - -- t IRRIGATION PIPE TO AVOID CONFLICTS W /EXISTING TREE ROOTS. ROOTS ONE (1) INCH AND LARGER SHALL BE PRESERVED. HAND DIG UNDER f •:, _ _ _ W__ e CANOPIES OF ALL EXISTING TREES., 2. ALL DRIPLINE AT 24" SPACING SHALL BE RAINBIRD LANDSCAPE DRIPLINE MODEL NO. LD09 -24 -500, 0.9 GPH. 3. ALL DRIPLINE AT 12" SPACING SHALL BE RAINBIRD LANDSCAPE �Y DRIPLINE MODEL NO. LD09 -12 -500, 0.9 GPH. 4. MINIMUM PIPE SIZE TO BUBBLERS SHALL BE 3/4" PVC CLASS 200 SDR 21. \ \ \12) 862 LF DRIPLINE--` @ 24" S PAC I�X f PIPE SHOWN I DVEWAY FOR GRAPHIC CLARITY ONL . /ASTALL INSIDE CURB � L SEE SHEET IR -02 FOR IRRIGATION IN THIS AREA VALVE SCHEDULE ZONE SIZE GPM GPM 1 1 to 23 DRIP 2 1.5" 18 BUBBLER 3 1 " 8 BUBBLER 4 1 " 13 DRIP 5 1.5" 20 DRIP 6 2" 30 DRIP 7 1.5" 23 BUBBLER 8 1.5" 25 DRIP 9 1 " 13 DRIP 10 1.5" 23 DRIP 11 1" 11 BUBBLER 12 1.5" 20 DRIP 13 ill 15 DRIP DRAWING SIB':- IS RE`:)Uf�- Eli 1 i-E'SS TI...iAN 34" X 22" E 0, o o -0 L M ;m LL- Y rj on < M Y i f� J D.. Z 0 z a LL u Fit n V + r Lj ( .t LruJ 7 :1.. �ti Ca ' 1n pn E 0, o o -0 L M ;m LL- Y rj on < M Y i f� 1Rm01 J D.. Z 0 a LL u 1Rm01 J D.. Z 0 a LL 1Rm01 ";:I- CD 1­1 Cu 0-i CD cv CD n Li n z <E CZ C4 GENERAL NOTES: ...... ... (1) IRRIGATION PIPE LAYOUT IS SCHEMATIC IN NATURE AND IS A GRAPHIC REPRESENTATION ONLY, CONTRACTOR SHALL INSTALL 0 ALL IRRIGATION PIPE TO AVOID CONFLICTS W/EXISTING TREE ROOTS. ROOTS ONE (1) INCH AND LARGER SHALL BE PRESERVED. HAND DIG UNDER CANOPIES OF ALL EXISTING TREES. 2) PLANTER BEDS TO BE SLIGHTLY RAISED. 0 (3) ACTUAL FIELD SPACING OF HEADS SHOULD MATCH DESIGN. (4) CONTROL TIMER TO BE MOUNTED ADJACENT TO PUMP. 0 (5) EACH ELECTRIC VALVE TO BE OUTFITTED WITH PRESSURE GAUGE. 5) AIR RELEASE VALVE TO BE (1") BERMAD AR SERIES. EXISTING STORMWATER (7) ALL WIRE TO BE #14-1. POND 0 0 0 0 _Ao<�cl .......... .. + ff rl EXISTING DITCH Y 0 O f f Jj + 0 + Ilk 41, O + v \A . ... .......... J 7 AND I S A) L INSTALL LL IN G TREE B E -71 X I ST I N G C, 0 AAV !I 'd A Al, z/ i 1 um A, SEE SHEET IR -01 F /1"llo go l IRRIGATION OF PROJI 10.11 P TU I F 1 CISTERN • 1. DR Q G, 40`, Bpw/slx . 7' I LTI ...IDJJTtET EMITTERS- VALVE 412 tr �140 1pi 7 6, x BED y 2 AIR RELIEF N ..... . . . 4 \--VALVE 411 2H 4E (12") RECTANGULAR 4��P1� 2 VALVE BOX (TYP.) AR 4 21. PRESSURE GAUGE (FACING UP) 4,6F C FrTP?lr VALVE VE #11\\` JIF 4 4 4 #14 FUTURE VALVES 1.01 709 IRRIGATION 4.2H jg;'ggl- LV TRAINING PVC BALL VALVE LATERAL PIPE /EDUCATION ,AREA 1,2F '80 TYPICAL VALVE ASSEMBLY DETAIL (W/PRESSURE GAUGE)} _79 so 30 is 0 30 1 GRAPHIC SCALE LEEEND ZONE #lB — 38 GPM A 4.6F TORO EZ 5P #4.5 A 2.1 Q TORO EZ 501 #2.0 0 4F — IRRITROL SL417—F 0 2H — IRRITROL SL417—H 0 IQ — !RRITROL SL417—Q ZONE #2 — 40 GPM ZONE #3 — 41,6 GPM 1171 1 — RB 1804—PRS ADV 15' Q Q 2 — RB 1804—PRS 125 15' H 0 4 — RD 1804—PRS — 15' F 0 1 — RB 1804 — 15' Q 0 2 — RB 1804 — 15' H 0 4 — RB 1804 — 15' F ZONE #3 — 41,6 GPM 1171 8,3Q — HUNTER 125 ADV #8 — Q 110-1 7.OQ — HUNTER 125 ADV #7 — Q 4,8Q — HUNTER 125 ADV #5 — Q 4.3Q — H U N]" ER 125 ADV #4 — Q 4.2H — HUNTER PGP ADJ #8H LLJ 2.7H — HUNTER PGP ADJ #6H ZI 2,7Q — HUNTER PGP ADJ #6Q Z1, 1.2F — HUNTER PGP #3F 0 IQ — RB 1804 — 15' Q 00 — PRESSURE GAUGE (TYP,) m — RAINBIRD CONTROL ZONE KIT (XCZ-1100 SERIES) — RAINBIRD ELECTRIC CN VALVE (PESB-150 SERIES) 40' .................. ............. ................................ ................. ............ .............. ......... .......... ....... ........................................................................................................... APPROX. (200'� IN—LINE TUBING WITH .9 GPH EMITTER (l> SPACED (12") 'AND ROW SPACING 1,12"). INSTALL P_LUSIHI VALVES AND AIR RELEASE VALVES PER MANUFACTURER'S SPECIFICATIONS, . . ....... ...... . . ...... ........... 0 m I N S'"I"A I. L `6) XERIBIR[) 8 MUl I- 1 0 U T I E-F EIVISSICN DEVICES. INSTALI_ (11/4") TUBING, UTII i -E R D EV C E IZING FOUR OUTI. ETS P INSTALL FLUSH VALVES PER MANUFACl'URER'S SPECS. DETAIL 'C' m INSTALL '14) MAXI—JET SPRAYS W/10 GPH NOz__Z'-t_E\6N- INSTALL FLUSH VALVES PER MANUFACTURER'S DRAWING SIZE IS REDUCED IF LESS THAN, 3'4.'.' X ..Y2 U) Z cl- Of ui o LL 0 w V) 0 0 > L-i z LLJ a. ry V) c� Ld m Lj CN n N o (o U) (1) co C) 0 :3 (o 0:3 c') o m 0 0. -j 58 L_ U) CD 0. U- 0 0 Q CD Q ce E E m ct LL. CL cl- m Y In m < z n a- CONSTRUCTION DOCUMENTS SHEET NO. I IRw02 LLJ < V) c� CONSTRUCTION DOCUMENTS SHEET NO. I IRw02 LEGEND A I r-- - - - - - - - - Ile UNK 14 149 ,0 CUT AND CAP EXISTING 36 LF 8" WATER MAIN PIPE (UNDER PROPOSED BUILDING ENVELOPE) ABANDON (GROUT FILL) 40 LF EXISTING 8" WATER MAIN REMOVE EXISTING CONCRETE HEADWALL REMOVE 30 LF EXISTING WATER MAIN PIPE & RELOCATE EXISTING FHA PER UTILITY PLAN REMOVE EXISTING PAVEMENT, CURB & GUTTER REMOVE EXISTING SIDEWALK REMOVE EXISTING CONCRETE PIPE REMOVE EXISTING PVC PIPE Rcp .... ....... ...... ....... . .... I . ..... ...... ... ........ ....... . .. ..... % / 6;- -1-Izv c- BRICK & MORTAR PLUG NW INVERT UPON COMPLETION OF PROPOSED STORM SEWER SYSTEM 1cl 0 it DRAWING SIZE IS REDUCED IF LESS THAN X 22" OAK TREE PINE TREE 0 CYPRESS TREE > PALM TREE TREE BARRICADE ROOT PRUNING TREES TO BE REMOVED A I r-- - - - - - - - - Ile UNK 14 149 ,0 CUT AND CAP EXISTING 36 LF 8" WATER MAIN PIPE (UNDER PROPOSED BUILDING ENVELOPE) ABANDON (GROUT FILL) 40 LF EXISTING 8" WATER MAIN REMOVE EXISTING CONCRETE HEADWALL REMOVE 30 LF EXISTING WATER MAIN PIPE & RELOCATE EXISTING FHA PER UTILITY PLAN REMOVE EXISTING PAVEMENT, CURB & GUTTER REMOVE EXISTING SIDEWALK REMOVE EXISTING CONCRETE PIPE REMOVE EXISTING PVC PIPE Rcp .... ....... ...... ....... . .... I . ..... ...... ... ........ ....... . .. ..... % / 6;- -1-Izv c- BRICK & MORTAR PLUG NW INVERT UPON COMPLETION OF PROPOSED STORM SEWER SYSTEM 1cl 0 it DRAWING SIZE IS REDUCED IF LESS THAN X 22" C) cV 0 N 6 -7 tc: f'- < f 0)0 0� :3 w(.0 ca 0 73 M CO c') 0 Q U) LL < CL L- (D 0 X E E U) CO 0 F. m M ry 0- a_ m m 0� m V) 0 w 0 0 > 0 a t. D m z 00 1-- t z LLJ 0 .i 0 u- m Z z 0 O o 0 LLJ u� :) V) o Ln LJ 0- > (n LLJ co LLJ 04 L0 C) cV 0 N 6 -7 tc: f'- < f 0)0 0� :3 w(.0 ca 0 73 M CO c') 0 Q U) LL < CL L- (D 0 X E E U) CO 0 F. m M ry 0- a_ m m 0� m V) 0 CONSTRUCTON D 0 C J M E N T - E-) I SHEET 40. 1 cool w 0 0 > 0 a t. D Z 0 U) 00 1-- t z LLJ 0 .i 0 u- m 0 CONSTRUCTON D 0 C J M E N T - E-) I SHEET 40. 1 cool w 0 z > z a t. D Z 0 U) 00 1-- t z LLJ 0 .i 0 u- m 0 CONSTRUCTON D 0 C J M E N T - E-) I SHEET 40. 1 cool A w x d Ln Ln 0 cu 0 0 0 N N N N It 0 Lo 3 Q Y J J �r M x N N n, i c W .Q U / 0 0 a / y �l�j 'Ffi� vytft::i:. � _�. t} V IN r \ EXIST G SWFWMD 4 z � SURFACE WATER AREA B (0.11 AC) c FENS E, r 4 - .............. Ix \I-, - V) I �¢ WOOD E Tik {� 4, 4' 4' I (BRAZC!AN P R "PRM PLS 3000" �~ ^ §9? 6' rl s� di 1Z 6 WF b 13 0 LEGEND CONIC = CONCRETE `= FIRE HYDRANT FCM = ELEVATION FOUND CONCRETE MONUMENT -3 = GUY ANCHOR FIRC = FOUND IRON ROD CAPPED = LIGHT POLE FPK &D = FOUND PARKER KALON NAIL & DISC O= SANITARY MANHOLE IE = INVERT ELEVATION STORM MANHOLE MES = MITERED END SECTION 0 = N.T.S. = NOT TO SCALE -Q-= POWER POLE OHW = OVERHEAD WIRES �= SIGN O.R. = OFFICIAL RECORDS BOOK C)= OAK TREE (P) = PLAT PG. = PAGE = PINE TREE PC = POINT OF CURVE = CYPRESS TREE PCC = POINT OF COMPOUND CURVE RCP = REINFORCED CONCRETE PIPE = PALM TREE R/W = RIGHT OF WAY WATER VALVE COVER SPK &D = SET PARKER KALON NAIL WIDISK "PBS &J LB24" = SIRC = 5/8" SET IRON ROD CAPPED PBS &J LB24" = WIRE PULL BOX S. R. = STATE ROAD LJ TALLW = CHINESE TALLOW 6' = 6' WOOD FENCE TOB = TOP OF BANK SANITARY OR STORM TOS = TOE OF SLOPE 4' STRUCTURE NUMBER UNK = UNKNOWN 1� 1 W/ =WITH x 1� x I 1 R= RADIUS L = ARC LENGTH ..�•„� 1�• � � • � D = DELTA ANGLE 19 30" RCP x x C = CHORD X CB = CHORD BEARING 1 x1 A. y a I A Y y T 14+ x R f� w 1 1� FENCE E9 5 �`� 1;5 U A TO IRC 5 8" HEDGE ��q S / > C L3 \ 1 OU ISID'E' P13 &J LE3�a 4" x Icr yL �' PROPERTY ""DETERMINE END .� ►` �a;\ ::; 18' ,�" OF PIPE ',.: L x ( I v + ♦ ti 13' UNK i ! 1< 1�'TALL + (N T StJ VEYE ) *c L11M 9` TAL �j ., u7 w DI META I 14 CAMPHOR 4'TLI /' , NQ Pir L AN TNA� 18' 4'T u i tic 'TALLW d -- r ^" a\ \ \ 7.J X2. �' IEC �.� �'3l ai3 I S VICE CIX 4. ` 4' A X,... AN�(I:.N-, I 1" ACK PR VENT! 2 `} 2k \� "`" 4' r17a EXISTING A,. >. 1 <0% \ 7;�1 � I FC) I t MP IoN 6' �' - WETL 'AND AREA EDGE OF HEAVY WOODED AREA �` ,-- _ - . � 5' L f3� 7' (BRAZILIAN PEPPERS, CYPRESS TRESS' 5.I X 5.3' C VFR ' - RECIPROCAL EASEMENT FOR DRIVING OF cl '' � F R PUMP STATIO 4' w VEHICLES & FOR > ESTRIAN TRAVEL, C. Ors I / x �w¢ � PER O.R. 4282, PO. 1150 SANITA Y VAL >COVEI - ° �Q��� s� N�grFR 73.83 , EV TEMPORAR INGRESS & o�,'S'y EGRESS EA EMEN1 PER O.R. �3' U SID LK i 1 e' o g of .~ \ I ()ursll:)I:: r�r.. : -�T~ Q�`���ee��� 9788, PG. 49 G �`{ ` t' 10' BLANKET CITY ' CiZEARWATER WATER E MENT ,� x V\ I \ PRY �,�� o� , �` �A� �� `, �,� �,o �c INGRESS /EGRESS EASEMENT 1 \ 1 \ Cy \\ ,xra.36 a Q� .y\ . � 8�� PER O.R. 9524, PG. 266 jo r 73AQQ 94 UNPLOTTABLE 10 WIDE 41 ti� "�� FLORIDA POWER iE�, }T- � /� \ �. 1 ``•�, . *'( EASEMENT PER O.R. IIT� �0' \ \\ �`�' ` .� 6090, PG. 835 lsw� '2.0.3 15 f 80 30 15 0 30 GRAPHIC SCALE Ifp 12'310' x x lj 10�� 10' TWIN 5' 12' 00 � 6' 16• INTERSECTION OF SOUTH RIGHT---OF---WAY LINE OF 6' X AND WEST RIGHT --OF -- -WAY LINE OF US HIGH xc� (200' WID Q --- �v 77s� xA) RCP U N P L A T T ED 1. 3� 1Z �°•,�,'� i �A�' ��� '�,� ��� X14 (��' �°•�� ���� 6. \ � --�-- -••• - A`` ti to 0 ��s CROSS - EASEMEN FOR DRIVEWAYS B �7?' �a0 1a C7c1 �' t{ SUBJE T2o'PROPERTY AND PR ERTY �QNGRETE _ SIDEWALK _ _x A S P I.1 A L T 1x x x __ x e 20, lip 1'��� \~•, '�:� 2 �}17� EAST RZIR O.R. 12271, PG. 1,500 � �h' � `� 7 $1 74.$2 rasa x �q i �` 'C • ,° i ` ct ?.1� /��` T��� 74.42 / Sb 13.� 4,56 LEGAL DESCRIPTION `)' :\, 1�A A �(=,y ��q�N� 09 �\g74.45 18''�1`'��� \ \ N`� � . °c l ✓,, Go f�° x 74.33 +, p , \ - A (PROVIDED BY OTHERS) , �� �. NN ��` c0 ✓F GENERAL SIGNAGE EASEMENT AT / /,P \G �f 1 �4ti ` /' ` wM \ \` �'�� INTERSECTION BETWEEN SUBJECT PROPER 0 / ti A TRACT OF LAND LYING IN SECTION 30, TOWNSHIP 28 SOUTH, RANGE 16 EAST, CLEARWATER, PINELLAS COUNTY, FLORIDA, AND `� ,� cRF`�`` '`��F� �, AND PROPERTY TO EAST PER O.R. *��`�F O 41i �°°'� BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: �`` `� �4` ``~ Si, �3• x `` . `� // 4, �, ' \ '\ r ,r '` \ , ���N\ �:. oF, 0271, PG. 1510 � .�-•� /i � , \ �'�� `� COMMENCE AT THE CENTER OF SAID SECTION 30: THENCE S.00'12 15 E, FOR 50.00 FEET, ALONG THE CENTERLINE OF U.S. 1� °� \i �q / ,� 1 • r r, '.� / •,.o. PQI NT Q ZBEGI�NG � HIGHWAY 19; THENCE N.89'5513 W, FOR 100.00 FEET, TO THE INTERSECTION OF THE SOUTH RIGHT -OF -WAY LINE OF S.R. 580, 5 8" �Fi &J j pN� c3 AND THE WEST RIGHT -OF -WAY LINE OF U.S. HIGHWAY 19 (A 200 FOOT RIGHT -OF -WAY), THENCE ALONG SAID RIGHT -OF -WAY THE `� `'� ``� �. �rTF`�� �` �` i ��i / c� '� 'f G�� ' / ��� �� �O 0 FOLLOWING THREE (3) COURSES: 1) S.00'12'15 "E, FOR 150.49 FEET, TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE \,. �, ,, �,X, CON SLAE3 W (�/r' /�' 4• NORTHEAST; 2) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 2964.93 FEET, CENTRAL ANGLE`` ���� c �' �'� ' ``�` MAS N%Y,SIGN GJ G a�'`/ �_U'' r , rr a T 1`�' `�,. \.� �..- .,,'`•• \ c1�fj -i\ �``�,,.,, i���/ �' \'1F' / / �' "� 'C y 1 18' e•- 1 OF 21'50 27, AND ARC LENGTH OF 1130.21 FEET, AND A CHORD BEARING S.11'07 28 E, FOR 1123.38 FEET; 3) THENCE CONTINUE ` /'" k. ^ SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 2964.93 FEET, CENTRAL ANGLE OF 04'59 40 , AN ARC fT i i ✓ o LENGTH OF 258.46 FEET, AND A CHORD BEARING S.24'32'32 ".E ' ' FOR 258.37 FEET; THENCE LEAVING SAID RIGHT -OF -WAY LINE Il�as•s7' ✓ ®�?� , 3 i�.� Z C// 1x �' // , ��$1nti �1 ``, i �Rl�' i ��� i• ``� e`y / /' �/• "Y' 1 x ^ x S.5351 47.W, FOR 93.06 FEET; THENCE 1-4.36082-8 .W, FOR 111.50 FEET; THENCE S.53S1 32 W, FOR 229.00 FEET; THENCE `, `�,� `N, `� `>< ,. s= y /!�j ®r N.36'08'28 "W, FOR 18.50 FEET; " o°x, \ `` ` \ `.� °. � \ `N / ; THENCE S.53 51 32 W FOR 201.65 FEET; THENCE N.36 08 28 W FOR 160.00 FEET; THENCE ,�1 �, � ,` � �, ,,.� � Q '< �� �a.4= S.53'51'32 "W FOR 53.62 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S.53'51'32 "W A DISTANCE OF 157.20 FEET TO A '�`� POINT ON THE EASTERLY RIGHT -Of -WAY LINE OF ENTERPRISE ROAD; THENCE ALONG SAID RIGHT -OF -WAY LINE N.55'19'05 "W, FOR 73,BS // '' ,c\ /'' °< ®o' 307.28 FEET TO THE POINT Of CURVATURE Of A CURVE CONCAVE TO THE NORTHEAST; 2) THENCE NORTHEASTERLY ALONG THE ~ •,� �' '73.F' 74.s,< \ 1"'' i 73.19 i? Gj / ARC Of SAID CURVE HAVING A RADIUS OF 270.00 FEET, CENTRAL ANGLE OF 45-19'50". AN ARC LENGTH OF 213.62 FEET, AND A ., .� i i �`� �5, 7; (iN° SITE BY x, CHORD BEARING N.32'39'10 "W., FOR 208.09 FEET TO THE POINT OF COMPOUND CURVATURE Of A CURVE CONCAVE TO THE �``�� ` 20' �� �, 1159 \ FCM 4 "X4" 1<-1 .� NORTHEAST; �� 3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 835.00 FEET, A CENTRAL ANGLE 1�� ` �`.� `�\ "PRY PL5, 3000" \ `� 74.23��� i OF 00 24 40 , AN ARC LENGTH OF 5.99 FEET AND A CHORD BEARING N.09 46 55 W, FOR 5.99 FEET TO A POINT ON THE SOUTH ``, `�''� '. �� N, FC;M 4x4" �j, .- 17' 1 �, LINE OF THE PLAT OF DUNEDIN INDUSTRIAL PARK, �' �� � �\ 74. 3 NF M 1 :)05 30 De, AS RECORDED IN PLAT BOOK 64 PAGE 76 OF THE PUBLIC RECORDS OF N i 59 �1, / 1d x �� PINELLAS COUNTY, FLORIDA; THENCE ALONG THE SOUTHERLY AND EASTERLY LINES Of SAID PLAT THE FOLLOWING TWO (2) '•,; �,•�''�`,� 13 �, 1"' y�2 COURSES: 1) S.89'55'13 "E, FOR 6.87 FEET; 2) THENCE N.00'04'47 "E, FOR 167.02 FEET; THENCE, LEAVING SAID PLAT, S.89'55'13 "E, �.` S0 13.. ``� \ IN p 73.86 FOR 220.00 FEET; THENCE S.00'04'47 "W., 135.00 FEET; THENCE S.89'55'13 "E., 266.00 FEET; THENCE SOUTH, FOR 294.56 FEET TO \�N °o THE POINT OF BEGINNING; HAVING AN AREA OF 165663.3 SQUARE FEET, 3.80 ACRES MORE OR LESS E (!) N ca r 0 O UD 0 CU 0.0 o 0) _ vjp�� -U Ir r C] M n d m Y U m n i= M z c� L0 n 0 0 I I \ m r- z o J 0 U Q O � n - U w Un w - n V) Li m 0 5r N a � E (!) N ca r 0 O UD 0 CU 0.0 o 0) _ vjp�� -U Ir r C] M n d m Y U m n i= M z c� L0 n CONSTRUCTION DOCUMENTS SHEET NO. CM03 0 0 I I \ r- J U Q Cn 0 CONSTRUCTION DOCUMENTS SHEET NO. CM03 LOCATE PER EROSION CO (SEE DRAWII` LOCATIONS) DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE OR EXISTING VEGETATION TO BE RETAINED ON SITE UNLESS OTHERWISE NOTED. ALL BARRIERS SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO ANY CLEARING ACTIVITY AND SHALL REMAIN IN PLACE UNTIL LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETE. Z. w a IN NUISANCE TREE ERADICATION NOTES: A. CONTRACTOR SHALL ERADICATE ALL NUISANCE 4' TREES SPECIES (DEFINED AS TREE SPECIES LISTED IN LEGEND W SIX (6) INCHES OF EXISTING GRADE. ALL STUMPS 4� SHALL BE TREATED WITH HERBICIDE WITHIN ONE HOUR OF CUTTING. HERBICIDE SHALL BE MIXED WITH EXISTING MARKER DYE TO ENSURE THAT ALL STUMPS ARE TREATED. TREE BIOMASS SHALL BE REMOVED AND STORMWATER POND DISPOSED OF AT AN OFF SITE LOCATION IN STRICT ACCORDANCE WITH STATE OF FLORIDA REGULATIONS. N C. TREES SMALLER THAN ONE (1) INCH DBH AND SEEDLINGS SHALL BE TREATED IN-SITU WITH A 3 FOLIAR SYSTEMIC HERBICIDE. CARE SHALL BE TAKEN & so 30 Is 0 30 TO AVOID OVERSPRAY ON DESIRABLE VEGETATION REMOVAL OF DEAD BIOMASS IS NOT REQUIRED. 14�. . ....... ir-4( GRAPHIC SCALE .......... . C) 3 2* X 2" UPRIGHT WOOD STAKES WITH HIGH- VISIBILITY, HIGH DENSITY POLYETHYLENE FENCE OR EROSION CONTROL AS NOTED ON THE DRAWINGS. CONTRACTOR MAY SUBSTITUTE OTHER BARRIER TYPES WITH OWNER'S REPRESENTATIVE APPROVAL. w O NO WORK IN THIS AREA a TREE ROOTS .......... A AM A# EXISTING GF VARIES NOTE: 1. SLOPE FROM TREE BARRICADE TO BACK OF CURB OR PAVING AT 3:1 MAX. 2. ROOT PRUNING MAY BE PERFORMED. BY MACHINERY DESIGNED SPECIFICALLY FOR TRENCH ROOT PRUNING. A11 , AIL ---------------- TREE BARRICADE/EROSION , CONTROL/ROOT PRUNING n LIMITS. SEE PLANS 44#/ 41 4- (TYP.) ALLOW FOR 3- MULCH LAYER, SOD, OR SHRUBS AND GROUNDCOVERS CURB PAVIN 40� 14" (TYP.) rl A 4%* ROOT PRUNING TRENCH cr SEVER ROOTS CLEANLY TREAT WITH FUNGICIDE, BACKFILL WITH APPROVED f R�MOVE EXISTING SOIL MIX. H DGE 20, HAND PRUNE 11" DIAMETER ROOTS AND LARGER TO LIMIT OF CUT I HEDGE OAK TREE Z PINE TREE CYPRESS TREE w PALM TREE TREE BARRICADE ROOT PRUNING TREES TO BE REMOVED W SIX (6) INCHES OF EXISTING GRADE. ALL STUMPS 4� SHALL BE TREATED WITH HERBICIDE WITHIN ONE HOUR OF CUTTING. HERBICIDE SHALL BE MIXED WITH EXISTING MARKER DYE TO ENSURE THAT ALL STUMPS ARE TREATED. TREE BIOMASS SHALL BE REMOVED AND STORMWATER POND DISPOSED OF AT AN OFF SITE LOCATION IN STRICT ACCORDANCE WITH STATE OF FLORIDA REGULATIONS. N C. TREES SMALLER THAN ONE (1) INCH DBH AND SEEDLINGS SHALL BE TREATED IN-SITU WITH A 3 FOLIAR SYSTEMIC HERBICIDE. CARE SHALL BE TAKEN & so 30 Is 0 30 TO AVOID OVERSPRAY ON DESIRABLE VEGETATION REMOVAL OF DEAD BIOMASS IS NOT REQUIRED. 14�. . ....... ir-4( GRAPHIC SCALE .......... . C) 3 2* X 2" UPRIGHT WOOD STAKES WITH HIGH- VISIBILITY, HIGH DENSITY POLYETHYLENE FENCE OR EROSION CONTROL AS NOTED ON THE DRAWINGS. CONTRACTOR MAY SUBSTITUTE OTHER BARRIER TYPES WITH OWNER'S REPRESENTATIVE APPROVAL. w O NO WORK IN THIS AREA a TREE ROOTS .......... A AM A# EXISTING GF VARIES NOTE: 1. SLOPE FROM TREE BARRICADE TO BACK OF CURB OR PAVING AT 3:1 MAX. 2. ROOT PRUNING MAY BE PERFORMED. BY MACHINERY DESIGNED SPECIFICALLY FOR TRENCH ROOT PRUNING. A11 , AIL ---------------- TREE BARRICADE/EROSION , CONTROL/ROOT PRUNING n LIMITS. SEE PLANS 44#/ 41 4- (TYP.) ALLOW FOR 3- MULCH LAYER, SOD, OR SHRUBS AND GROUNDCOVERS CURB PAVIN 40� 14" (TYP.) rl A 4%* ROOT PRUNING TRENCH cr SEVER ROOTS CLEANLY TREAT WITH FUNGICIDE, BACKFILL WITH APPROVED f R�MOVE EXISTING SOIL MIX. H DGE 20, HAND PRUNE 11" DIAMETER ROOTS AND LARGER TO LIMIT OF CUT I HEDGE C) 04 CD � o C/) � CD g (o 0 :3V) - (.) tic 0 b CL U) 01) LZ (D ( LL 0 0 D 0 U) D.C. 0 E E 1 U) �0 mm V) (f) 0 m U m m m V) V) Z w C) co z U) 00 LLJ Z z Lj LL C < ui Lu 0 o a_ u LIJ U) W V) V) w Li z Df co N o LLJ N Q0 C) 04 CD � o C/) � CD g (o 0 :3V) - (.) tic 0 b CL U) 01) LZ (D ( LL 0 0 D 0 U) D.C. 0 E E 1 U) �0 mm V) (f) 0 m U m m m V) V) DRAWING SIZE IS REDUCED IF LESS THAN 34" X S$ CONSTRUCTION DOCUMENTS SHEET NO. Lm00 Z w C) z 0 U) 00 LLJ z LIJ () Lj LL LL < ui Lu DRAWING SIZE IS REDUCED IF LESS THAN 34" X S$ CONSTRUCTION DOCUMENTS SHEET NO. Lm00 Z w C) z 0 U) 00 LLJ z LIJ () 0 LL LL 0 ui Lu DRAWING SIZE IS REDUCED IF LESS THAN 34" X S$ CONSTRUCTION DOCUMENTS SHEET NO. Lm00 d- 0 00 CL.1 Ln 0 0 CL CL i w Q z Q w Q 3 i U Li 0 ry El- i a 10' LANDSCAPE BUFFER (TYP.) I I I l I 177 - FIREBUSH, 36" O.C. LLL PARKNG DATA PARKING SPACES REQUIRED = 111 TOTAL PARKING SPACES PROVIDED = 55 SPACES ONSITE (163 WITHIN ADJACENT I I f I I . ... .................. . ..... . ........... .... ....W.. . . .. .. PARKING GARAG 0. C. LLLI 2 9 PS STOPPE 36 233 -WAX MYRTLE ) f i ° ' ` ' • ' ` `� EXISTING PINE TO 0 REMAIN ' (TYP.) j LLL - - EXISTING POND 2 ' I I L . I _' L 36- FLORIDA GAMAGRASS +. . . I . . 46- FIREBUSH, 36" O.C. I ' EXISTING CYPRESS I I f ;- " •;•;•;• - z 121 -WAX MYRTLE CONTRACTOR TO INSTALL WANE 3000 TREE -GREEN BUTTONWOOD I I L s• ; ',• ' ; ; ; TO REMAIN, (TYP.) w ® 35 O.C. . \. .... FEEDER SYSTEM PER MANUFACTURER'S 14 �- - 126 - FIREBUSH, 36" O.C. SPECIFICATIONS IN CONCRETE PAVING IN f 1=rJ FI�'2�.• .. ' - --� I } I VEHICULAR USE AREA. 22 FLORIDA A AGRASS ,f .. $bAldWAL•K... .. . . . ;. ;. -RED FOUNTAIN GRASS fl .` . . �I .....,, .. - � .. .,. ...... " . .. ..... ..- ... � 1 6 - S IMPSON _ S STOPPER, ....... ` ..' ° - SILVER BUTTONWOOD 5- DAHOON HOLLY 48" O.C. CONCRETE PAVING, TYP. 98- SIMPSON'S II f . W W .. .... \ _ STOPPER, 36" O.C. o II ! _L »�.. . :.. �, �, '�`. ...... — ___ 7 LO ELM . . .. . Ll , . ..,�.. .� ,,. �, _ .. D LANDSCAPE BUFFER TYP. . o:: 4� 5 -POND CYPRESS II I L� `... .•....'' -�'\ `.`PORQSE[7� 7 . RETAtNiIdG •,. l, .. ... ..` . 0 1 • Y . . . .. . . , . . IV 4 L . . ` . • l+ V �� W,:✓ `�- i' £x`'sa�a LzSt9.Y ,rF ..�z'�,°r[' ` UNFLOWER � 4 `j • UN -LOWER 455 L . . . j J, 'y .t,, , • r, £4'x f "wt "t�5" °a•yrrr L s i. cn PROPOSED STORMWATER F�dND k L - . - . . . ° . ' .' ' 1 19-TRICOLOR •,•' % x COONIIE TOB =73.50 1 L . -.-.° �-=. ,`' ,' JASMINE ... . 100YR DHWL =73.35 . 1- r �1 1 229- TRICOLOR a 25YR DHWL =73.0 1 i . - f- D LW- 71.56 , ... { ,rf x rye JASMINE NWL =67.90 CONCRETE SIDEWALK TYP. BOTTOM =70.0f 15 -RED FOUNTAIN GRASS 1 i 40- COONTIE I x 0 3- FLORIDA ELM \� L LLL..•: ' ` ; • PRE- ENGINEERED DECKING 0 9 -CRAPE W /SUPPORT STRUCTURE 2 -GREEN BUTTONWOOD ��• ® 35' O.C. \ \ \' L' 12 -WAX 16- ROSEMARY MYRTLE D 17- ROSEMARY - 38- SIMPSON'S ' 63 -WILD COFFEE r STOPPER, 36" O.C. \ �' R\ 118 -WILD COFFEE 12- ROSEMARY 21- SIMPSON'S \�'\ �\ - L • `` 27 SIMPSON'S LEGP D STOPPER, 36" O.C. - ` `� STOPPER, 48" O.C. :_............ .: MYRTLE— U 18 -DWARF © 15' 0. C. WALTER S VIBURNUM .... .... . N 31 W) `, 36- DWAR-I WALTER'S •'r - � WALTER'S - VIBURNUM _ 0 — VIBURNUM 42- YAUPON a LL 9 -RED: _, t .. `\ _ 7 -DWARF `' s HOLLY \� r;� Q ,, , - SABAL PALM �� \ \ .Cl Y L�- y'� FOUNT&N WALTER'S RASS VIBURNU 37- YAUPON .. :- �• . 26- r POND CYPRESS . . HOLLY .. _ _ 1 -WEEPING C00 � t • CRAPE MYRTLE 4- DAHOON HOLLY ` �\ ��\ o� HOLLY ` . r ROSEMARY, 36" O.C. WEEPING YAUPON HOLLY e v v •; .. ° `� ... 44 -DUNE 19- COONTIE ��' v v . . . . . . . , • j�` SUNFLOWER TRICOLOR JASMINE, 24- 0`C.\, �' �'�' ' V. v' 2B-YAUPON f` • • - ` ... r vvv 2 ' . .'. . i� v v '.`. 10' HOLLY ., .. , DAHOON HOLLY RED FOUNTAIN GRASS 48 O.C� o `�, CONC T v v v 1 1- SILVER v v CURB` YAUPON HOLLY, 30" D.C. �'� `•,\ •,� L 36_ �w BUTTONWOOD ASPHALT ' LIVE OAK �a -�` �\ LLL'LL YAUPON EXISTING PAVING GRASS TO a Y FLORIDA GAMAGRASS 42 O.C. �' \ �; ..L_l._l. �... nP. 19 -RED \ \ L.. -I HOLLY REMAIN (TYP.) I" ELLL - - - - - 0 FOUNTAIN w��� �... LLLL • ; COONTIE, 36 O.C. GRASS ~ L / FLORIDA ELM - - - - - '� `` , 76- Sih1PSON • / FIREBUSH, SPACING A3 NOTED 32- YAUPON HOLLY STOPPER, 36" O.C. / - PLUMBAGO 36" O.0 .. 28- COONTIE �`• / r% P►�' s GREEN BUTTONWOOD 2 ,� �• . LLLL TRIANGLES , ; �� u1 CISTERN ` �QA'`�. LLLL' TYPI, WAX MYRTLE, 36 O.C. L_�.. LLL' DUNE SUNFLOWER, 3G" O.C. 53- SIMPSON S ` \. s ``•,'• `, LL /� LL Lt� L STOPPER, 36" O.C. EXISTING TREE TO REMAIN DWARF WALTER'S VIBURNUM, 36 O.C. 46- FIREBUSH, 36 O.C. `'`�,O 'r ,' LLI L i I / I 18- FLORIDA GAMAGRASS 30 -DUNE SUNFLOWER 15 -DUNE SUNFLOWER L . 19 -D AR- TER'S VIBURNUM 9- PLUMBAGO 0 _. 1it�-FLOR A GAMAGRASS 15- FLORIDA GAMAGRASS 23, YAUPON HOLLY 40r- YAUPON HOLLY _ N 2 47- PLUMBAGO f L 3-FLORIDA ELM ®5' O.C. 152- SIMPS0N \\ \ STOPPER, 36� �.E, vvvvvvvv Q •, '�,�� ���?�Q // �_L .. EXISTING OAK T WILD COFFEE 36" O.C. ` - vvvvvvvv EXISTING PALM TREE 2 `N, ` �`' f�" L REMAIN, (NP. -£ EXISTING CYPRESS TREE SILVER BUTTON WOOD, 36" O.C. 0 2- DAHOON HOLLY LLLLLLLLLL , , ., 30- YAUPON 4 EXISTING UNKNOWN TREE ,..,�...,._._I.i._� SIMPSON S STOPPER, SPACING AS NOTED �. .; `��. \,� �•, .,, �. i : HOLLY t EXISTING OAK TREE ,,40PON �'�, EXISTING PINE TREE BUTTONBUSH, 48 O.C. 9\LY �. �`�. - . . .•. BAHIA SOD ,N 60 30 15 0 30 GRAPHIC SCALE 170,04m, 1.d.40V* I& `� rb� �?%;W?> > r111�� �I 18—YAUPON H V) '• HOLLY I10► •. D. GAMAGRASS 22-FLORIDA GAMAGRASS 'J 9-SABAL PALM 1 .. V113URNUM CD CC) Z CANOPY LLj COLUMNS Z O - V) O N W 0 I .a•� -� W o V L . 19 -D AR- TER'S VIBURNUM 9- PLUMBAGO 0 _. 1it�-FLOR A GAMAGRASS 15- FLORIDA GAMAGRASS 23, YAUPON HOLLY 40r- YAUPON HOLLY _ N 2 47- PLUMBAGO f L 3-FLORIDA ELM ®5' O.C. 152- SIMPS0N \\ \ STOPPER, 36� �.E, vvvvvvvv Q •, '�,�� ���?�Q // �_L .. EXISTING OAK T WILD COFFEE 36" O.C. ` - vvvvvvvv EXISTING PALM TREE 2 `N, ` �`' f�" L REMAIN, (NP. -£ EXISTING CYPRESS TREE SILVER BUTTON WOOD, 36" O.C. 0 2- DAHOON HOLLY LLLLLLLLLL , , ., 30- YAUPON 4 EXISTING UNKNOWN TREE ,..,�...,._._I.i._� SIMPSON S STOPPER, SPACING AS NOTED �. .; `��. \,� �•, .,, �. i : HOLLY t EXISTING OAK TREE ,,40PON �'�, EXISTING PINE TREE BUTTONBUSH, 48 O.C. 9\LY �. �`�. - . . .•. BAHIA SOD ,N 60 30 15 0 30 GRAPHIC SCALE 170,04m, 1.d.40V* I& `� rb� �?%;W?> ,4,T -r �, � DRAWING SIZE: IS REDUCED IF LESS THAN 34" .X 22" es � E N U) a �VCUM ° a o O N O� O� d c8 �- 0��UN h° ID _J cc n m �) n a Y Y n- U n m Y z c) U a- N 0 > z C) V) o W U) a. CD CC) Z Z LLj � Z O - V) O N W 0 O n D W o V W o � U U w Z O J w a ~ > W W W 0 W O O p 0- W C W W m . n \ o a n a co n ,4,T -r �, � DRAWING SIZE: IS REDUCED IF LESS THAN 34" .X 22" es � E N U) a �VCUM ° a o O N O� O� d c8 �- 0��UN h° ID _J cc n m �) n a Y Y n- U n m Y z c) U a- N 0 :� CONSTRUCTION DOCUMENTS SHEET NO. I L -01 > z C) o W U) a. CD Q z w (.) 0 v � Lj_ � 0 11.. �0 J w a ~ U V) 0 :� CONSTRUCTION DOCUMENTS SHEET NO. I L -01 > z Q W U) a. CD Q z w (.) 0 v Lj_ o Z 0 11.. �0 :� CONSTRUCTION DOCUMENTS SHEET NO. I L -01