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331 CLEVELAND STNAME OF SITE ADDR PHONE OWNER'S ADDRESS M k 130 Q LOCATION OF TREE(S) ON LOT k '�) 0 S SPECIES AND NU BER OF TREE(5)Ca, C `� TO APPLICANT: A non- refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. 5 Z - i cqe(�O ,q_ Z � q I 331 51, CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT "A" WckerS 16T IP t REM 2 �20 5 3�.,�. Haz:�L(0)pktLNt SLL c.t.:; 0EP1 U Dec s'ta€ cLwme aura K Q Dead Cli Other (Specify) Fee Recd. $ Date A) CONSTRUCTION 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 V =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 (fl.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way . (Ill.) 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: 10' overail height, 22" 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 f any plan submitted is rue:representation of all facts concerning the proposed removal.of the tree(s). Any deviation from the r ed ren er it null and void and be consl r a violation of %community Development Code. Wature of oyW eT or plicant Printed Name ��v) , t I .(� o� ,(� ,fir. �. ), Av qq Address Agency Representing OCL # City State Zip tKbn /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Inspector's Comments: . 444 �10 Applicable Code Section: Based on the Inspector's comments and information submitted the above rernov 1 a plication is: O Approved as Submitted Approved iffe ds�NotAd �% ❑Denied Signed: Date: `t � 05 Community evelopme t Coordinator or Designee /Inspector Valid for six months from the date of issuance. ... .AM1+^ . Dinnn(n„ a. 11,..,.,t,.,,mont Ccn,irc¢ von.,.., - Annlinnnt Rev. 2 -03 � is >c z vrni C oo � rn - �C Cl � n a; O D rn m W ;a rn v D m SEAL »� CLEARING & GRUBBING PERMIT I OF CLEARWATER NING DEPARTMENT JAN 0 9 2006 727) 562 -4741 DATE �- RECEIPT NO. n��tFLQPA�F.AII SERVIC . nr®, A non - refundable filing` f6ei o it applicable for b months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described below. �r 1. Location of Property: (C _ �r_c�ic •� -� - t %A> s� ��f -- 2: Project Name; _rl' % 4111 'CcAj;� 3. Purpose of clearing and /or grubbing: ❑ New Construction JkDemolition ❑ Tank Removal O Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) - - — N 5. Proposed method of debris disposal .e.�� D r 76 La-ID b. Date you plan to begin work F A Proposed method of soil erosic �tj 5- A�_No -Tree Verification Required 4 Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. Sigypttae_aI Owner or Owners R resentative � ter_ Printed Name :fD07 =- ur S n-1 Address City State Zip Representatives' Firm Telephone Cell 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 Land Resource Comments: Based on the above comments and information submitted, the above clearing & grubbing application is: O Approved As Submitted Approved - Modified As Noted Above ❑ Denied Signed: Date: i O l� City Manager r Designee CLEAWATER Brian J. Aungst, Mayor Frank Hibbard, Councilmember Hoyt Hamilton, Councilmember Bill Jonson, Councilmember Carlen A. Petersen, Councilmember 1362-0002 -GC White - Planning Department Yellow - Applicant 5-04 m 3 C lJ �yAiEr�ti� D CLEARING & GRUBBING PERMIT ITY QF I LEARWATER SEP 2 7 2005 NNING (DEPARTMENT (727) 562 -4741 DATE pEvEt C P EiuI 5kf4viCES DEPT RECEIPT NO. t31 Y p'I' C,t,- AAWAt9A Anon- refundabl e o 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 property described below. 1. Location of Property. , Q Q,\( L '� Q j Qkw �L1Ak 2. Project Name: Ltd 3. Purpose of clearing and /or grubbing: ^ew Construction U Demolition ❑ Tank Removal ❑ Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales)—C)CA1LS_ 5. b, uaTe you plan to begin work 7. Proposed method of soil erosion control 8. El No-Tree Verification: Required Free Removal Permit Required 1 AM. AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION .12 REGARDING TREE PROTECTION DURING CONSTRUCTION MD ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING `_ C QS U of O r or Representative Address AQ _� Imo, G�.i�0i ,me city state^ Zip Repr sentaflves' Firm —1--`- ):;!1--- 161"1 - y L\ LA LA 13 Telephone Cell 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 Land Based on the above comments and information submitted, the above clearing & grubbing application is: Q Approved As Submitted Approved - Modified As Noted Above Q Denied Signed: Date: 2 City Manager Designee _ t s BCP2005 -09693 Hoyt Hamilton, Commissioner Wh FOUNDATION PERMITONLY FOR WATERS EDGE Bill Jonson, Commissioner 1352- 0002 -GC WATERS EDGE Zoning: D atlas# 2868 T OPUSe THE OPUS GROUP A R C H 1 T B C T S C O N T R A C T O R S D B V B L 0 P B R S January 16, 2006 Mr. Rod Irwin Assistant City Manager for Economic Development City of Clearwater 112 S. Osceola Ave Clearwater; FL 37756 Re: Water's Edge One - Public Safety Zone and Parking Agreement 331 Cleveland Street, Clearwater, R Dear Mr. Irwin, OPUS SOUTH CONTRACTORS, L.L.C. A member of The Opus Group 4200 West Cypress Street, Suite 444 Thank you for meeting with Chris Haley and myself last week. The meeting was very helpful and informative to the start of this exciting project. The meeting established areas of resolution relevant to the issues of public safety concerns that Opus has expressed to the City of Clearwater, resulting from the construction of this complex downtown high rise structure. I wish to recapitulate our understanding of steps Opus and the City of Clearwater have mutually agreed to in the interest of the public and the city: Tampa, FL 33607 Phone 813 -877 -4444 Fax 813 - 877 -1222 www.opuscorp.com • Opus will establish a perimeter safety zone of approximately 50 feet to the west and north of the property lines, and have responsibility for layout and survey of these. • Opus will install fencing per the attached Fencing and Staging plan elated 1.14.06. Our limits of authority to install fencing will be limited to the private property lines: east, south and north inside the curb line, per approval of Fencing and Right of Way permit applications submitted to City of Clearwater Engineering Department. (This is the same drawing referenced above). We will stop our fencing installation at the park property line to the west. • City of Clearwater will install a temporary safety fence and remove the trees along the westerly edge of the property line in the existing Park. • Final Landscape Plan development and restoration will be to the discretion of the City of Clearwater and in accordance with current city regulations. Opus will submit a preliminary landscaping plan of the west property line and onto the existing park. Final plans, design, and installation will be by the City of Clearwater, Opus is responsible for:all cost. • Opus will deposit $100,000 in escrow as a good faith effort for all cost to the City of Clearwater for the temporary safety fencing, landscaping and any other associated cost to the City of Clearwater. • THE OPUS GROUP: Atlanta • Austin • Chicago • Columbus • Dallas • Denver Detroit • Fort Lauderdale • Houston • Indianapolis • Kansas City • Los Angeles • Milwaukee Minneapolis • Orange County • Orlando • Pensacola • Philadelphia • Phoenix • Portland • Sacramento • San Francisco • Seattle • St. Louis • Tampa • Washington, D.C. A` `cr .- A C1r7 � o ,)5. y ate — " 1 3� OPUS. Opus is to install a temporary crosswalk across Osceola somewhat directly in front of City Hall. This is to be coordinated and installed per Engineering and Traffic direction. Opus will be responsible for this cost and coordination. All work is to be performed in accordance with existing ordinance. All Permitting and Right of Way applications will be the responsibility of Opus and to current ordinance and permitting requirement standards. We also discussed parking coordination in the City Hall parking lot, and in concert with the demolition and construction phases Opus proposes that during the demolition phase (approximately five to ten business days), we will provide at no cost to the City a one for one parking replacement for the existing 36 designated spots to be along the northern city parking lot, immediately adjacent to the church buildings that are to be demolished. The spots will be temporarily abandoned and Opus will provided designated parking on our existing property immediately across the street at 301 Pierce. Later on during the construction phase, we may have to relocate certain parking spots to accommodate immediate construction needs. Again, Opus will provide a one for one alternate parking arrangement at no cost to the City of Clearwater. I have attached several documents for reference: 1. Fencing and Staging Plans dated 1.14.06 2. Initial Landscape restoration plan 3. Tree survey of Public Safety Zone. Rod, I trust this document fully represents our understanding of this agreement. I have submitted the Fencing and Staging Plans to the Building and Traffic Departments on January 13, 2006. I also have met with representatives of each discipline, who have embraced the proposal in the best interest of Clearwater and the public. I look forward to your approval and the start of this new project. Cordially Y Ioe xamsp_ Senior Project Encl Cc: Garry Brumback, City of Clearwater Howard Zoromsky, Opus South Contractors, LLC Jerry Shaw, Opus South Development, LLC Chris Haley, Opus South Contractors, LLC Bill West, Opus South Development, LLC File E E HE 7 - g 2006 PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER 4" , W OPUS, THE OPUS GROUP A R C H I T U C T S L' p N 'P R A C. 'i' O R S �11 Aj w) n E v [: t, ti r' is is s V- . September 6, 2005 W Oil," Ms. Mahshid Arasteh l Public Works Administrator it, I I _� 100 S. Myrtle Avenue PO Box 4748 ,l Clearwater, Fl 33756 \ � Re: Water's Edge Condominium �j' Calvary Baptist Church Site OPUS SOUTH CONTRACTORS, L.L.C. A mewbam of The Opus Grnup 4200 k est Cypress Street, Suite 444 OV"O- Osceola and Cleveland Streets Clearwater %0 V.- � Sk Dear Mahshid: v 1l t Thank you for the opportunity to meet with the City of Clearwater last Thursday, September 1, 2005 to discuss the numerous logistical and administrative issues Opus requests from the City of Clearwater in order to construct our Water's Edge Condominium Tower. Pursuant to your request to Opus South to put in writing to the City of Clearwater the items discussed in our meeting, I offer the following line item descriptions of the discussed issues. It is my understanding that the City of Clearwater will contact me to set up an additional meeting with your engineering staff to go over the feasibility of these items. '.Pampa, FL 33607 Phonc: 813- 877 -4444 Fax: 81.3 -877 -1222 www.opuscorp.com Item 1: Opus South's storm -water design calls for an extensive under -drain system to relieve water pressure on the walls and slabs of our underground garage design. Opus' design calls for storm piping to run along the north property as well as run piping along the south side of the property and turn north to tie into your newly designed Structure S -138 that will be installed next year. Opus requests confirmation that this will be allowed. Item 2: In order for this storm piping to be run along the outside of our building structures, we request an easement from the city at the north property line at the location of the garage as well as the west property line of the tower building itself. The reason for this is that our foundation footings and walls are not set back enough off the property line to run the Storm piping unless the City of Clearwater will allow Opus a 5 -10 foot Easement at these locations because the storm piping will be on city property. Opus requests confirmation that this will be allowed. Item 3: In order for Opus to construct two levels of our garage structure below existing grade, we will have to sheet pile along the north side of the garage footprint in order to support and protect Cleveland Street while we build the retaining wall system at this location. We request that the city allow Opus to sheet pile at the locations of the city sidewalks with the understanding that its feasibility will be based on avoiding existing utilities and underground lines. All restoration of this area will be the responsibility of Opus South. THE ()PUS (11KOUP: A0anta • Austin • C!Jcago • Columbus • DMIa" • Denver D. t..... • Fort L.aurlerd.le • Hoaston • fndianapol.s • Kar:aae Ciry • Les Angelo, • Milwaukee , tet<: oa Phladelphia Phor tfx ' 4act.amen to Praursro S.a r Jose Sc<u:e Louis Tampa • Naahir ;ton. i.C. 1iuneanelis • Orange ounty +OPUS. .� Item 4: Due to the nature of constructing the buildings on the 1.88 acre site in a downtown urban setting, we would like to schedule with the City of Clearwater a possible staging area and discuss the options of Cleveland Street lane closures. I have enclosed two requested options that should alleviate safety and traffic concerns as well as minimize the disruption to business operations at the City Hall property. With these staging options, Opus requests the ability to remove existing city trees along the bottom of the west bluff with the understanding that t e crty wi 1 dictate the required replacement types an Quantities if this is allowe nus will discuss our Togic behind this request at our next meeting. Item 5: Opus requests that our parking garage will be approved with 18'- 24' -18' parking spacing and drive aisle dimensions in lieu of the city's 19'- 24' -19' normal criteria. Our understanding is that the city has given the tacit approval for this change to the Aqua Condominium and mixed use project that will be located to our northeast at the Cleveland St. and Ft. Harrison intersection. This will allow Opus to decrease our parking structure depth 4 feet and allow additional setback dimensions at the north wall of our garage. Once again, thank you for your time and consideration on these matters. I look forward to meeting with the City of Clearwater to review these items once again. Please do not hesitate to call me with any questions or concerns on the above referenced Items. Sincerely, Opus South Contractors, LLC Christopher Haley Director of Construction cc: Jerry Shaw Bill West Enclosures: Staging Layout CIEVRAND ST 0 WATER'S EDGE DO W N TOWN C IF A R W AT F R Phil Graham & Company, P.A. Plannmr AWMIOTEV 33500'(D) o� UPK 0 "'Aits wk m ■ F%w -- 9 FUTURE / �U ' URE REMOVE REr1^`✓- EX. - - - -- - EX. PIPE c T 0 r< r,;1 f ✓? h - -- ----- ;RArrET =_ -- - U� T139' �•-V"� �RHTE NLt__ / Rti1 =L 1 ti,V(E), 1s�r�\ ��, TOP =17 36' N' .('N'= 18.75' 1 Nv(Nj =15 4' < �,p N`✓.(N)= 14.05' J INv,' (S) 20.51' N\". S) =15 62 INV. 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' NEW - u WALL C, 0. -- 15.0+ 1 - - - -- 32.8 + 29.5 .1 �+ 6,. c. v,N FDC 32.4 + 32.7 3 1.4 T 32.75 2 ♦ 32.0 31.9 _ _ 3_2,3_ _ ' ��- �6 ♦ .� 1r'PVC -� 14 15 .0 !� N ■B ■■ ■■ i FLUSH „' NEW 8' I I FLUSH 1 ROOF 900 RAIN 32.95 1 N . ;� =16 . ., - - PVC SAN. N ♦ ` I � 1 � ) 1 32.7 1 i WATER INV 25.0 1 STORM INV. 26.8 RAMP } , FL. EL. 33.0 32.95 MGM! _ 31.8 � 31.8 '' � - -- - -- - -- - -- - - - - - _ -J - - - - - - - - 1 co `�• � � 131.7 - - - - - -- --- �r - - - - -- � ♦ i 1 (BY PLUMBING CONTRACTOR) r ` 31 . 1 NEW 2 -1/2" PVC 2" PVC WATER 32.75 P 31.6 1 32.0 ♦ 1 32 7 MANHOLE COVERS ®3Z 20 DOM, WATER DOM, WATER W� 2.0 i 32.2 32.7 3 .95- .� 32.9 w 32.9 RA i -` iN`ET � `- T 0 P =- -z -C, 1 'i ♦ 5+ ® 32.75 ® 2.75 L0 I X62.75 0 3 . N 31.3 Sam 31.9 - -- .� -�. ■. 28.:5_' IN O 11 WATER INV 26.5 1 ' _ _ STORM INV. '52'75 '♦. ♦3 :�5 32.3 �' X 1 �.. 7 1 32.2 3v� �� -� 2k4.5CTlON BOX 3 1 NEW 6" F. ' O N ♦ ♦ 1 w _ C� K I1 INSPECTION BOX an r C -900 PVC WATER INV, 25.5 - 11 ♦ 4 40 LF 2x4.5' ■� r am _ STORM INV. 27.6 � � � � - - -J 6 U D. r - - - - - -- - -- -- - - -- - - - -- -_ _ I` 31.1 "" ■! .•. e. ""■ .B nn .r •„ ,� r nr r �■ '� 32. X / +� ■GssuBssuMUrEassrm ■■■ - - - - -� 1.6 X31.9 -__ _�.` 2 2,3 .- .. - .... -._ ��- �- . ■ R. - ■f- -- E. a*-- �--- i- I FLORIDA POWER _ - ----- - - - - -- _ _. _._ -- I - l� ' � EDGE OF PAVEMENT c � A r - - -- s To R M M Fi n N00 00 00 E(D) 335 00 (D STORM M h I I CON SOUTHERLY 6' RESERVED 81 C( N DI TRIBUTION � M - 30.9 - - R A M FOR INGRESS- EcPESs II RiM-31.47' II CHLORINE IN CTIoN EASEMENT ll NV (Nw; =28.1 N s 2 g� � - �- _ � I SILT SCREEN PoIN r X I- x U R_ 6466, PAGE 583 C - -1 "a. T NV (5)=21 44' ` \y NV.(N)= 2.d.gg II GARAGE I I NEW RETENTION VAULT FL EL 32.33/33.0 1:11 D.H. IV. EL. 29.6 NOTE; DESIGN FOR ITS -20 LOADING P 0 2 v i i BOT. EL. 26.1 X STO I I ABOVE S. H, W. 5 P H ALT SRA.TE !N'_ET II 30 MIL GRATE MEMBRANE WATER GRATE INLET PROOF FILL GARAGE FL. EL. 15.0 " �V 15.0 , H£ R(CYCLEDCONC. FILL OR GRANITE. 6" U, 0.. f8' P£RFOR4TE0 RCP 0.09. 10 HOLES ®80T. 120 ®8" 0. C, B. W. _ (n AAII IAAD - 2_ 3' 12ECYCLEQ FCQNC. FABRIC FILTER FIL TER FABRIC OR GRANITE N FILL _ FILE - I ^ 5' WIDE HS -20 CRATE \ TOP £L. 31, 1 MIN, -BO r. slAe EL. 30. 1 70 _ `t BUT. OF VAULT J" THICKNESS EL 26.1 6" SEE REVISED -.. 6" FILTER UNDERDRAIN ( MEDIUM 6" U.O. INV. EL 25.1 SECTION A -A VAULT SECTION N.T.S. i. II UNDERDRAIN MODIFICATION N.T.S. TYP. UNDERDRAIN CROSS SECTION N.T.S. TYPE C" INLET SKIMMER TOP EL 29.85 60T EL 28.85 9" SEPARATION FROM FACE & TOP OF STRUCTURE TO FACE OF SKIMMER 6" U.D. INV. EL 25.1 TOP EL. 29. 1 /�- CONTROL S / W7 CREASE BUT, OF VAULT EL. 26. 1 "--- -24' RCP INV. EL. 24.5 C:nNTRnl RTRIIC;TIIRF nFTAII l' x tie' Stainless Steel Strop Use 3/8' Red Head Anchor to ottach to STRAP DETAIL NOTES 1. PVC. pipe enb•y reCures n Jn ole adopter co�pina by Flo Contra Inc., or oppr_d "ater stop couprng. MA CH EX. GRADE- 0 L, 32.24 Mechanical Joint Tee with Compression 'a' Ring with branch cast into manhole PVC Pipe D,I - Sultabl Size to Fit Tee. SECTION A -A If Sewer is PVC, a D.L to PVC Adaoter shall be Stainless Steel Lunn. - Q°° I CITY OF CLEARWATER. FLORIDA �T-- �T- IENGWEERING DEPARTMENT 1\ U =C 1N ��m EL. 32.4 EL. 30.0 IL1I NEW ASPHAL 6' MIN. N T & BASE • SANITARY STRUCTURE # STRUCTURE TYPE TOP ELEV. R M= 17.78T Lil, EX. MANHOLE 29.14 16.1 16.0 EX. NEW 8" 13.C4' y'I 324 f 6 4 TYPE "F" INLET iNV (NE1 =12 95 32.35 16.9 OPENING IN WALL 24" DIP iN��(N)= 13.08 33 NV.(SEi= '3,50' Nei L L 25.1 �=1� °I N CONTROL STRUCTURE 29, 6 24.5 0 - 02175107 PER OWNER -- 9 FUTURE / �U ' URE REMOVE REr1^`✓- EX. - - - -- - EX. PIPE c T 0 r< r,;1 f ✓? h - -- ----- ;RArrET =_ -- - U� T139' �•-V"� �RHTE NLt__ / Rti1 =L 1 ti,V(E), 1s�r�\ ��, TOP =17 36' N' .('N'= 18.75' 1 Nv(Nj =15 4' < �,p N`✓.(N)= 14.05' J INv,' (S) 20.51' N\". S) =15 62 INV. E =2� �l _OIL GREASE 113 q� TIC C SEPARATOR �_ _ T!O 2� 221n TIC 28° ��25,6F TlG �7-3�3 ■ ■ ■ . ■ ■ - 2 ttr- ■■■ ■■■■twi -.- ■ ■■Graf'.■■ ' ��- 1 1'�,� +14.2 1'�/. + ' 18.95+ 20.55 22,15 •-�- . - 160 5 ' 19.35 +20.95; +22.55 24.15 + 45 '25.75 + 4 27.35 + 29.0 + . �- % 0:Tff 354.40'( � 7 �� 13.9 +14.3 15,8E �6 17.5 1 .$ 19 0 19.4 a V 2Ir24t' {F 16 .. .� *� - - - - -�1 _ - 2� 24- + 4.6 25.9 .3 - -- - G ■ woman ESE- ■■- r a r NE Em a- own _ BONN J �9, NEW 5 RISERS @ , O O O . 0 J 6 30 23 + 8 Ew cAS 1 NEy 4 " PVC OR 14 F , ' ETERS �- 1 36' Mov. COVER-_ C.0' 1 EX. FHA REMOVED NEW 8" F ` ■ G G G G G ■ ■ ■ ■ ■ G G ■�■ ■reammosomen now ■■■■■ ■RS IN : Moe■ MERGE moss■ vase Names means ■ :BB■ ■■■■ SENSE . A PVC SOR 14 15.0 ♦ �• ■ ■••••••• ■•....I � t ■ ■ C. D 4 RISERS � ■ ■ INV, x..x ; 1 15.5 , 1 1 ■ ' • ■ 5" U.D. 0 0.39 : ■ 15.0 20.9 : : (TYPICAL : 1 + .. MGM . .. � .� I.. � .. i. �. .� ■............. 1... .. ■ .............1.............. MM {.mmonnamann ■I.....:..... Ina.■■■ FL, EL, 32.33 11.7 t L r � 1 ■ 1 j : 12 " PVC ; I : 6 " U. D. 0 0.390 : : C. 0. 1 1 i (TYPICAL) �: ; roP 15.0 ; 1 32.28 • ■ L ■ ■ ■ ■ ■ ■ INV 10.0 ■ SILT SCREEN : -� n ■ 1 ■ M ■ ■■ ■ rr■rr■ ■ ■ ■ism�ra ■n: ■ ■s ■■ , ■■ n■■ Nasa�aSmrNO erars■■ tt�GrM■■■ ■oersos■n■BetlaSSMGS■nmsr.MMBS■ ■tnae■GaN■aENeGMSSaa■ 1 ■A 6 " U. D. 0 0.39 ■ r ■ • ■ ■ (TYPICAL) a 1 - ■ ■ ■ ■ ■ ■ ■ M m G 11 r C ■ i : 1 ■nGB NrMameG.:GarG■■■ ■or.■ �RBG■ GOES. as■ ■ MIME■ MERGE Garr■ seems ■Germ si■SM■ Room: ■ 1 o O r ■ ; ; : ; : FL. EL, 32.33 a r FL. EL. 37T 32.85 a ■ ■ ,■■r 6 " U. D. 0 0.39 • ■ r (TYPICAL) ' : • 1 ■ 1 / 1 ■s■ ' ■■■ME■sGE■sMGSrr■aB•■sr.s■rsMS■ ■■ r ■■ ■MI ■ f ■sm■■Mrr ;amrame■ MnmMGGlr.Mr■M■nse ■ssn■a■ Sln ■M■ ■ErnES.arr■n�IS.aa■rsE■rsS�rGS■ Err :rr..rr■■rS� � r : _ : : : 32.95 (SEE SHEET C5. 1) rn 19.0 : : ♦: : i,, : : 1 L. 33.01 1 1 1 ■ ■ ■ ■ 'SSEM■mMEneG■ae■■ :aBS.o■■ ■eB.or■arrsm.■ . .l...... SINNERS ■asmMEl tBMSm■rrarm.rsamr.aelMOr.mr■ ..... �.... ..... ■mme■ NIGER .Born Gomm■ ■ ;as■ ease. ■Imma■ .sane 1 �. .. a (TYPICAL) _ 1 1 : : 1 32.85 . ■ ■■■ ■ Ee■ ;.raaems.GSOerNm■ ■Mae■ ■}SS\ i ■limaosso Emmons e.Ger.rn�assaaNS■ :s■ ass ■SMrNaaeNiMnsMM.MaaemsmsBOMesi tc. NEw 1 •; 5 a : 1 :� STORM ■ 32.95 ■ 6 U.D. 9 0.39' 1+ ■ I : : : : (TYPICAL) 0 1 32.95 N ' O CO CO : ' ■ ' • s INV 10.5 G 1 44 j Gr■ ssuoMssuuB■ NOT ■■ uussss■ -m ■ss■RE■s■ ■u■ ■G■ t miss.■■■ ■DROSS 33.0 ma 1 ELEVATION 0 : : TOP 15.0 5 0 R.D. BOTTOM FLOOR ■ ■ ■ m 1 .................. ............. I�..... ........�....�................. ..................ti........... C 0 NEw 8 " F -� co ' 13 NEW 6" I .. �.�.. ■. PVC SAN. Co 15. r 10" TORY L I ' ■ : 1 °:EW FHA NEW 12 PVC C0 n� NEW 5" r : r�■j `FLUSH THROUGH I , PVC SAN. • ■• somas BEEN■ ■&%SS seam■ ■mans ■�I 1 HYDRANT NEW 4" SAN. 1� NEW 6" RETAINI G I I ` ASP ' PVC SAN. I C. 0. ' NEW - u WALL C, 0. -- 15.0+ 1 - - - -- 32.8 + 29.5 .1 �+ 6,. c. v,N FDC 32.4 + 32.7 3 1.4 T 32.75 2 ♦ 32.0 31.9 _ _ 3_2,3_ _ ' ��- �6 ♦ .� 1r'PVC -� 14 15 .0 !� N ■B ■■ ■■ i FLUSH „' NEW 8' I I FLUSH 1 ROOF 900 RAIN 32.95 1 N . ;� =16 . ., - - PVC SAN. N ♦ ` I � 1 � ) 1 32.7 1 i WATER INV 25.0 1 STORM INV. 26.8 RAMP } , FL. EL. 33.0 32.95 MGM! _ 31.8 � 31.8 '' � - -- - -- - -- - -- - - - - - _ -J - - - - - - - - 1 co `�• � � 131.7 - - - - - -- --- �r - - - - -- � ♦ i 1 (BY PLUMBING CONTRACTOR) r ` 31 . 1 NEW 2 -1/2" PVC 2" PVC WATER 32.75 P 31.6 1 32.0 ♦ 1 32 7 MANHOLE COVERS ®3Z 20 DOM, WATER DOM, WATER W� 2.0 i 32.2 32.7 3 .95- .� 32.9 w 32.9 RA i -` iN`ET � `- T 0 P =- -z -C, 1 'i ♦ 5+ ® 32.75 ® 2.75 L0 I X62.75 0 3 . N 31.3 Sam 31.9 - -- .� -�. ■. 28.:5_' IN O 11 WATER INV 26.5 1 ' _ _ STORM INV. '52'75 '♦. ♦3 :�5 32.3 �' X 1 �.. 7 1 32.2 3v� �� -� 2k4.5CTlON BOX 3 1 NEW 6" F. ' O N ♦ ♦ 1 w _ C� K I1 INSPECTION BOX an r C -900 PVC WATER INV, 25.5 - 11 ♦ 4 40 LF 2x4.5' ■� r am _ STORM INV. 27.6 � � � � - - -J 6 U D. r - - - - - -- - -- -- - - -- - - - -- -_ _ I` 31.1 "" ■! .•. e. ""■ .B nn .r •„ ,� r nr r �■ '� 32. X / +� ■GssuBssuMUrEassrm ■■■ - - - - -� 1.6 X31.9 -__ _�.` 2 2,3 .- .. - .... -._ ��- �- . ■ R. - ■f- -- E. a*-- �--- i- I FLORIDA POWER _ - ----- - - - - -- _ _. _._ -- I - l� ' � EDGE OF PAVEMENT c � A r - - -- s To R M M Fi n N00 00 00 E(D) 335 00 (D STORM M h I I CON SOUTHERLY 6' RESERVED 81 C( N DI TRIBUTION � M - 30.9 - - R A M FOR INGRESS- EcPESs II RiM-31.47' II CHLORINE IN CTIoN EASEMENT ll NV (Nw; =28.1 N s 2 g� � - �- _ � I SILT SCREEN PoIN r X I- x U R_ 6466, PAGE 583 C - -1 "a. T NV (5)=21 44' ` \y NV.(N)= 2.d.gg II GARAGE I I NEW RETENTION VAULT FL EL 32.33/33.0 1:11 D.H. IV. EL. 29.6 NOTE; DESIGN FOR ITS -20 LOADING P 0 2 v i i BOT. EL. 26.1 X STO I I ABOVE S. H, W. 5 P H ALT SRA.TE !N'_ET II 30 MIL GRATE MEMBRANE WATER GRATE INLET PROOF FILL GARAGE FL. EL. 15.0 " �V 15.0 , H£ R(CYCLEDCONC. FILL OR GRANITE. 6" U, 0.. f8' P£RFOR4TE0 RCP 0.09. 10 HOLES ®80T. 120 ®8" 0. C, B. W. _ (n AAII IAAD - 2_ 3' 12ECYCLEQ FCQNC. FABRIC FILTER FIL TER FABRIC OR GRANITE N FILL _ FILE - I ^ 5' WIDE HS -20 CRATE \ TOP £L. 31, 1 MIN, -BO r. slAe EL. 30. 1 70 _ `t BUT. OF VAULT J" THICKNESS EL 26.1 6" SEE REVISED -.. 6" FILTER UNDERDRAIN ( MEDIUM 6" U.O. INV. EL 25.1 SECTION A -A VAULT SECTION N.T.S. i. II UNDERDRAIN MODIFICATION N.T.S. TYP. UNDERDRAIN CROSS SECTION N.T.S. TYPE C" INLET SKIMMER TOP EL 29.85 60T EL 28.85 9" SEPARATION FROM FACE & TOP OF STRUCTURE TO FACE OF SKIMMER 6" U.D. INV. EL 25.1 TOP EL. 29. 1 /�- CONTROL S / W7 CREASE BUT, OF VAULT EL. 26. 1 "--- -24' RCP INV. EL. 24.5 C:nNTRnl RTRIIC;TIIRF nFTAII l' x tie' Stainless Steel Strop Use 3/8' Red Head Anchor to ottach to STRAP DETAIL NOTES 1. PVC. pipe enb•y reCures n Jn ole adopter co�pina by Flo Contra Inc., or oppr_d "ater stop couprng. MA CH EX. GRADE- 0 L, 32.24 Mechanical Joint Tee with Compression 'a' Ring with branch cast into manhole PVC Pipe D,I - Sultabl Size to Fit Tee. SECTION A -A If Sewer is PVC, a D.L to PVC Adaoter shall be Stainless Steel Lunn. - Q°° I CITY OF CLEARWATER. FLORIDA �T-- �T- IENGWEERING DEPARTMENT 1\ U =C 1N ��m EL. 32.4 EL. 30.0 IL1I NEW ASPHAL 6' MIN. N T & BASE • SANITARY STRUCTURE # STRUCTURE TYPE TOP ELEV. INV. ELEV. O EX. MANHOLE 29.14 16.1 16.0 EX. NEW 8" 100 LF - NEW SAN, MAN42 E 324 f 6 4 TYPE "F" INLET NEW SAN, MANH,,LE 32.35 16.9 w LL L O SANITARY PIPE SCHEDULE STRUCTURE FROM -TO LENGTH (FT) SIZE & TYPE SLOPE(%) 01 -O 65 LF 8" RCP 0.469' O - O 100 LF - 8" RCP 0.5% - Q ; / 29 MAX, 31.75 < FL. EL. 32.33 33 CROSS SLOPE 32,25 12" ROOF DRAIN § 31.87 SECTION D -D N. T S. i CROSS SLOPE FL. EL. 33.0 .95 32.85 32 n 32.1 f 32.12 20 3. 99 EX, SAN, SECTION C-0 MAN''HOL E N T. S. CORE BORE 2X "T T - R 3i BFP WATE NEW TYPE 1 'F' CURB NEW M &BFP = FOR COMM. - NEW 3" IRRIGATION 1 NEW 21 " '_ 2 GV - METER G. V. �6 1 NEW 4 'X21 3 " 9. V. -4 'k3 " RED. �BY 'DIP ) W ✓ 1 10'x4" r &v (BY CITY) BLOWS OFF - ,,-`4" TAP (BY CITY) i - - NEW M &BFP �'� --NEW 10'x6" TEE 1 1 1 FOR RESID, CHLORINE INJECTION 4" TAP POINT 1 (BY CITY) "--NEW 4'X2" ANEW ASPH,ILT & BASE RED. 6' MIN. 6" PVC_ F. 1 1 1 V 10 x3 ' & VALVE z NOTPS 1 1. EXISTING ABOVtJA�UND UTILITY FACILITIES IN THE PUBLIC RIGHT -OF -WAY TO BE FECOCATED AND / OR PLACED UNDERGROUND WHEN THE PROPERTY WHICH THE UTILITIES SERVE IS REDEVELOPED. 2, FOR DEVELOPMLYT THAT DOES NOT INVOLVE A SU30 1VISION, ALL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION LEES SHALL BE UNDERGROUND UNLESS SUCH UNDERGROUNDING IS NOT PRACTICABLE. o J. NEW WATERLINE] TO BE MINIMUM 30" DEEP MAX. OF 42" DEEP. 4. PROPOSED UNDERGROUND WATER MAINS & HYDRANT(S) TO BE INSTALLED AND BE IN SERVICE PRIOR TO CONI"RUCTION PER NFPA 241. 5, FDC SHALL BE IFENTIFIED BY A SIGN THAT STATES NO PARKING, FIRE DEPARTMEAT CONNECTION.' 6. FDC SHALL H) A 7 -112' CLEARANCE TO FRONT AND SIDES. 7. FHA - lALL FlA A 7 -112' CLEARANCE TO FRONT AND SIDES AND 4' CLEARANCE TO REAR. 8. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE WATER METER AND B. F. F O, (BACKFLOW PR ENTION DEVICE) ONLY, APPLICANT IS RESPONSIBLE FOR THE WADER MAIN EXTENSIONS FROM THE TAPETO THE DEVICE APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL ALL OTHER INSeLLAT10N COSTS, 9. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND WATER METER, DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACKFLOW PREVENTION DEVICE AT LEAST ONE J0/NF OF DUCTILE IRON PIPE SHALL SE INSTALLED ON THE SERVICE SIDE OF ANY 3ACKFLOW PREVENTION DEVICE. 10. ALL UTILITY POLE RELOCATION'S TO BE COORDINATED WITH THE OWNERS OF SUCH FACILITIES AS -NOTED ON DRAWINGS. THE POLE RELOCATION'S WILL ACCOMMODATE THE PROPOSED SIDEWALK AND /OR DRIVE APRON'S INSTALLATION WITHIN THE RIGHT -OF -WAYS OF THE ADJACENT STREETS. CITY REQUIRES A MIN, 2 -FT. HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALK TO ANY VERTICAL OBSTRUCTION. 11. ALL POLYVINYL CHLORIDE PIPES SHALL BE LAID W /AN INSULATED 12 GAUGE AWC. SOLID STRAND COPPER WIRES WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS WIRE IS TO BE CONTINUOUS W /SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER, THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES & ELBOWS. SEE CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, PART 'B ", TECHNICAL SPECIFICATIONS, SECTION IV, ARTICLE 41.02(3)(2). 12 ALL UNDERGROUND FIRE LINES SHALL COMPLY WITH NFPA -24 AND BE INSTALLED BY A LICENSED CLASS 5 UNDERGROUND CONTRACTOR. 13. ALL FIRE HYDRANT A5SEM30E5 INSTALLED GREATER THAN 10 (f. FROM A WATER MAIN SHALL BE CONSTRUCTED WITH DUCTILE IRON PIPE AND SHALL HAVE A GATE VALVE AT THE TEE ON THE BRANCH LINE, AND AT THE FIRE HYDRANT ASSEMBLY (F.HAJ 14. FHA INSTALLED GREATER THAN 10' FROM A WATER MAIN SHALL BE CONSTRUCTED WITH DUCTILE IRON PIPE & SHALL HAVE A CATE VALVE AT THE TEE ON THE BRANCH LINE, AND AT THE FHA. 15. THE CITY OF CLEARWATER, AT THE APPL)GANT'S EXPENSE, WILL REMOVE /RELOCATE ANY /ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT INCLUDING RECLAIM WATER METERS, (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS), 16. ALL WATER /FIRE HYDRANT MAIN EXTENSIONS TO CONFORM TO CITY STANDARDS, 17, FOC'S SHALL HAVE KNOX KEY COVERS. STORM STRUCTURE # STRUCTURE TYPE TOP ELEV. INV. ELEV. 10 - JUNCTION BOX 32.5 28.0 - 3Q FOOT INDEX NO. 200 18" RCP 0.629 ®- TYPE "F" INLET 31.5 27.0 OPENING IN WALL 24" DIP 4.009 © - (MORTOR WATER TIGHT) - -- 25.1 ® CONTROL STRUCTURE 29, 6 24.5 0 - 02175107 PER OWNER JUNCTION BOX 18" RCP 1,259' ®- 1i TYPE 'P, ALT A' 29,0 10.0 N) - 10 FOOT INDEX ND. 200 18" RCP 20.0 SE) ®- JUNCTION BOX 18" PERFRCP 0.377. © TYPE 'Pi ALT. A' 115f 3.0 j Z � C FOOT INDEX NO. 200 18" PERFRCP 0.364 expenses arising out of the L TYPE 'C" INLET 15.0 9,0 the final as -built conditions. It is the JUNCTION BOX layouts, dimensions and other related information, 8 TYPE 'P, AL T A' 20.0 8.5 FOOT INDEX NO. 200 0-M 0 P U JUNCTION BOX OPUS SOUTH TYPE 'P', ALT A' 11,5± 25(S) FOOT INDEX ND, 200 Q TYPE 'C" INLET 32.25 28.0 OPENING IN WALL _ _ _ 26.1 (MORTOR WATER TIGHT) WATER'S EDGE 100% CONST. QNOT USED - -- - -- GRADING, DRAINAGE TYPE "C" INLET 32,25 28,4 ® JUNCTION BOX TYPE 'P, AL T A' 32.8 10,0 FOOT INDEX N0. 200 JUNCTION BOX © TYPE P, ALT A' 33.0 9.5 FDOT INDEX NO, 200 ® JUNCTION BOX TYPE 'P, AL T. A' 30.5 9,0 FOOT INDEX NO. 200 STORM PIPE SCHEDULE STRUCTURE FROM -TO LENGTH (FT) SIZE & TYPE SLOPE( %) 10 - 82 LF 15" RCP 1.22% - 3Q 145 LF 18" RCP 0.629 ®- 115 LF 24" RCP 3.9190 125 LF 24" DIP 4.009 © - 45 LF 24" RCP 1.11% ®- ® 175 LF 18" RCP 2.09 0 - 02175107 PER OWNER 30 LF 18" RCP 1,259' ®- 1i 53 LF 18" RCP 3.029• - 10 40 LF 18" RCP 1.00% ®- 135 LF 18" PERFRCP 0.377. 15 - 16 155 LF 18" PERF RCP 0.321 j Z � C 140 LF 18" PERFRCP 0.364 P/L 3' FIN, FL, 2 1. 0 MEET EX.--, 19.0 GRADE _ - - 1 DESIGN 24' 0.1. P, BY OTHERS INV. 8. 2 Tl0 B -B rp S E ET C4.1) MAY 0 8 2008 CEVE,�v�c)F C EARWAIER EPt CMI.Land Planrlrg•Due DIIIlgence Reporu•Rezoning . Land Use.Annexatlon Sto,mw.ter Management . Utility Design • Tr iric . Construction Administration T S A 1 I Engineering Services, Inc. 300 South Belcher Road (727) 443 -2869 Fax (727) 446036 Clearwater, Florida 3376S E -mail : tech@north ideengix�inb.com SCALE: 111=20' 20 0 10 20 40 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISH£ OR USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. ©COPYRIGHT 20Q� OF PUB SHFj I'R 'LJ RAM A. GOEL, Ph.D., P.E. #47431 COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL 0-o", 0 opuss 44: Opus Architects & Engineers, Inc. Florida Corporate Authorization Number AA 0002112 4200 West Cypress Street Suite 443 Tampa, Florida 33607 813 - 876 -5333 Fax 813 - 877 -1222 REGISTRATION WATER'S EDG ISSUE RECORD 1 - 07111105 PER DRC - 01117105 PER DRC 0- 03101105 ISSUED FOR CONST 03/31/06 PER CITY COMMENTS - 05130105 GENERAL REVISIONS j8\- 11108106 PER OWNER 0 - 02175107 PER OWNER �- 03/23/07 PER OWNER WATERMAIN EXTENSION 90- 1212 0107 ADD INSIDE DROP MANHOLE DETAIL A- 02 -01 -08 0- 04 -07 -08 GRADING & SECTIONS A- 04-14-08 GRADE REVISIONS A- 04-18-08 STAIRS /UNDERI - "' A- 04 -23 -08 GRADES ❑ DESIGN NUMBER N T74_ 52 7. 0 PROJECT NUMBER 0509 DATE. 03 -01 -06 (� DRAWN BY J 1,1) W B. J. V. ;.Jw0 CHECKED BY J 'N,ii p CD J Z ❑ H. G.' W W j Z � C • Errors may occur in the t i) Q Q c electronic files. The Opus con ? t!1) ?y N responsible for any claim; expenses arising out of the L of the information contained in electronic files, • Electronic files may not accurately reflect the final as -built conditions. It is the responsibllty of the user to verify all layouts, dimensions and other related information, • This document may not be used or copied without prior written consent, © all rights reserved Prepared For 0-M 0 P U OPUS SOUTH CORPORATION 4200 W, Cypress St. Suite 444 Tampa, FL 813 877.4444 813,877.1222 fax PROJECT WATER'S EDGE 100% CONST. DOCUMENTS LOCATION CLEARWATER, FLORIDA SHEET TITLE GRADING, DRAINAGE & UTILITIES SITE PLAN SHEET NUMBER C14nI INV.(NE i,c. 5' IN V, N;= 1J_�;�8' ii IN�.(�i_ =;' {I 13.0 - - -- c'r VE,.-LAND 31REET r� �A *Er= = -� -- - � 1 R(( �� RE MOVE - - - — (IN).lf N. - -- - - - - -- -fX 6 CONC CURB ,�mr c ,. — - - - - -- -- r; .:natrsaa;aW-� ------ - - - - -- ® — — ---- - - - --- CONNECTIONS„1 ��+' h�....- §tK(`— _ ——— F:•r— rar�sa1! Prt_ r�, �rrw,�ra,u,ra�iss�r�.ra�rs�ar�a - - - - - -- _ _ * — -5 __ +:I� . 1 -� - — �1 sr arse t� u� a! '� �'��I✓ r � _� .. �_� _ :. -_: U Fi• _ _ - -- 1'.�. \Y� _ ,.`�'j_`.. / 'i�, =r`•�- .._..r .:�'�r'T:'rC`-�. ---, y -'� -„-._I ,r _ _..,_ ....,.... — _�7V N `, CON C "`WALK 752.410) � �^ J �. 1 ✓ >+ �� I �1 1� I —� �,D` , I 4o �� Yj ,. -er - �,. ® – ,� ®— — — — — — — — — — _ 1 I � — q �,:' 3 �, °� �� ► �� °, <J ,�, I ti (C�' �� ,f�� II >, C)C 13 ,, ) ��av '�� l Y�I 111`6 ' 7L,� — � [ 0'' �� ;r asTAlRS,. II o N� IINCH� 1 BENCH LL PLANTER _ I r- r — — — — PLANTER L -- R. R. TIIE L L 1 (1!; \ —',✓ U.. -I �1 I r v BORDER C �FI LE DE T. L— .F.�.2`Jf ..", k C0 EC T L _ _ L_ R L_ L_ �.A NC 606KL1 I � R Ir I I I C PAD Ot L____ L� 12 i I I I � L— L— L_ L____ L____ L L____ L I LLLLLLLLT�LLL IG CON I �; L _ L____ � � A C PAD a T SCREEN / LLLLLLLLLLLLLLLLLLLLLl ILLL LLLLLLLLLLLLLLLLLLI_ _ L L-L-L-LLLLLLLLLLLLLLLLLL Q L-_ L_ L_ L_ L— L_ L_ L L C ON C L— L— m LLLLLLLLLLLLLLLLLLLLLLLLL o STEPS LLLLLLLLLLo LLLLLLLL[ E X . 4 —STORY L-- - L MASONRY & BRICK_ U1, �� CONC J L— � 13 � r... L_ LLLLLL.- L WALL BUILDING 1: LLLLLLLLLLLLLLLLLLLLLLL -- L__- L-_- L___ L--_ L_ L__ L--_ L- L_ �►� 1I l LLLLLLLLLLLLLI1OUBLE CHECK ti _ L_ L_ L— L_ ``� � � VALVE LLLLLLLLLL IRE DEPT.II N LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L- ONNECTION nll ( W C7 LEI o LLLLLLLLLLLLLLLLLLLLLLLBL F LEC L GEL:. LQ-C N BACK FLOW L— 21 � C PREVENT WdjR � -�. L--- L___ L___ L— L_ LLLLLLL � A/ PA L_ L_ L_ _ � LLLLLLLLL-LLLLL\ COLUMNS r. O 900 IF N,00 00 � � F.F. 3 2 9 3 L— L L___ L L L L L L L L L L , - X o r u — r- 1 L— L_ L— L— L_ L— L_ I s LL1yl L— L_ L— L_ L LLLLLLLLLLLL > n I L 1 Cif O / I L— L I I a" r ,1. ,��. N o L___ L___ L— L_ L____ (_ I EX. 2—STORY— L1 4, I, ' L_ _ L_ LLLLL M A S 0 N A R Y 8c BRICK - }I ' L_ L__ _ L__ L __ L__ L _ L_ _ L 33 0 A_ , I L_ L_ L.__— L_ L--__- L_ L_ B U I LD I N G , �__l_ _ �.` /Co IY ICI t� LLLLLLL1,LLLLLA X - L___ L_ L_-- L_ L__ - ;`;� LEI - ' .. ,;;' STAI S-� ',; � ,--- r J BLCL Y N- F�F.— 33.73 S R ®� ss�l� GULA 'OR L yak �aiAs 20 - - c� mo an sa C �iil, %f�� Ull�ly �>l II \ C i<tr? t, :iH - , ,II ;( `� E OF EP:.ENT A � 5EMEN �' I I I n� } r�, u 00 D 3 5.00 d 8 I�; (r P,fiir AG E583 - 1 1 ' ® �y �+q ( - � i7. V°'t 66j P tiJ1_t:. i{ SILT SCREEN ":II K - .__....... .. i . DEMOLITION NOTES LEGEND REMOVE: CONCRETE ASPH. & BASE LLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL LLL�LLLLLLLLL LL BUILDING DEMOLITION OF THE SITE INCLUDES THE REMOVAL /RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN, 1l REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. ] REMOVE ASPHALT AND BASE, EREMOVE EXISTING STRUCTURE AND FOOTING, I R R✓MOVE EXISTING WALL. L ' REMOVE /RELO'-'ATE TREE. © R -MOVE CURBING TO THE NEAREST EXPANSION JOINT, Ri =MOVE FENCE AND GATE AND ASSOCIATED POSTS. ® Rr MOVE /RELOCATE TRANSFORMER AND BOLLARDS. 91 REMOVE STAIRS AND WALKWAY. 10 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 957. OF MAX DENSITY, 11 OFF -SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTY. of irigatemog. Selwecevj, ` "le, CIVIL 0 XANO PLAh404I ko; Ia9' VIRt)NMEWAL 0 T3Ak%43P(At'irA'1r10114 601 CLEVELAND $T., $TE. 930 CLEARWATER, FLORIDA 33755 (727) 443 -2869 FAX: (727) 446.8036 E -MAIL: NESTECH @MINDSPRIN6.COM THIS DRAWING Is AN INSTRUMENT, F SUfdVIDCEE D Si;,% l REUSED IN WFI�COTYWIOF THE ENGINEER, AND SHALL NOT BE THE CONSENT OF THE ENGINEEf � QOr PEYRIGHT 2006 %N06V8:ISHG0Q.i ' i �•• , , 2006 A. G0E Ph.D. ,P.E. X147 1il% . COPIES OF THESE PLANS XRE NOT VALID "64& EMBOSSED WITH THE SIGNING ENGINEER'S SEA: t Opus Architects & Engineers, Inc. Florida Corporate Authorization Number AA C002112 4200 West Cypress Street Suite 443 Tampa, Florida 33607 813 - 876 -5333 Fax 813 - 877 -1222 REGISTRATION ATER'S ISSUE RECORD Nw- 07111105 PER DRC 0 — 01/17106 PER DRC 0— 03/01106 ISSUED FOR CONST 03/31106 PER CITY COMMENTS — 0513 0106 GENERAL REVISIONS DESIGN NUMBER T74_ 527.0 PROJECT NUMBER 0509 DATE 03 -01 -06 PROJECT MANAGER DRAWN BY B. J. V. CHECKED BY H. G. • Errors may occur in the transmission of electronic files. The Opus companies ore not responsible for any claims, damages or expenses arising out of the unauthorized use of the information contained in electronic files. • Electronic files may not accurately reflect the final as -built conditions. It is the responsibilty of the user to verify all layouts, dimensions and other related information. • This document may not be used or copied without prior written consent. © all rights reserved Prepared For 4200 W. Cypress St, Su to 444 Tampa, FL 813,877.4444 813,877.1222 fax PROJECT DGE :10.a %ETON T. N Ql ME S LOL?AR'W'AJrEf�, FLOE IDA HOOD Sr=RVreFs DEMOLITION SITE PLAN SHEET NUMBER C`2 m1 \wG boo SCi;ty 1 12" Sabal 3 2 12" Sabal 3 3 24" Hickory 3 85 48" Live Oak 3, co- dominate 5 11" Sabal 3 6 13" Sabal 3 7 15" Sabal 4 8 14" Sabal 3 9 10" Cedar 3 10 9" Sabal 3 11 9" Sabal 3 12 10" Sabal 3 13 24" Mulberry 3 14 9" Sabal 3 J VF 20" Hickory 3 12" Shumard Oak 17" Hickory 3 17 9" Sabal 3 18 13" Sabal 3 19 34" Cedar 2, co- dominate 20 1 11" Sabal 3 21 12" Sabal 3 22 8" Sabal 3 24 10" Sabal 3 25 20 ",30" Cedar 3 26 9" Sabal 3 27 12" Sabal 3 28 11" Sabal 3 29 9" Saba] 3 30 9" Sabal 3 31 11" Sabal 3 32 11" Sabal 3 34 11" Sabal 3 35 12" Sabal 3 36 12" Sabal 3 37 13" Washin tonia .4 38 10" Holly 3• . 39 1 10" Holly 3, cross branching, minor decay 40 14" Sabal 3 41 13" Sabal 3 .0 12" Hickory 3, co- dominate 3V 14" Hickory 3, co- dominate 18" Sycamore 4 a4 18" Live Oak 3, co- dominate ' &4e 15" Live Oak 3, poor branching 3, or branchin 3 18" Live Oak 3 48 12" Laurel Oak 3, cross branching 129 27" Live Oak 3, co- dominate 50 12" Cypress 3, co- dominate 51 16" Laurel Oak 3, circling girdling roots 132 13" Sweet gum 4, 53 11" Sweet gum 3, broken branches 54 15" Live Oak 3, co- dominate, burlap still in root zone 55 19" Live Oak 3, included bark, co- dominate 136 14" Sweet Kum 4 57 8" Black Pine 3, lots of dieback i38 2 i 'e Oak , co- ommate 59 11" Queen Palm 3 60 10" Queen Palm 3 141 20" Live Oak 4, co- dominate 62 12" Queen Palm 3 63 9" een Palm 3 64 10" Queen Palm 3 65 13" Crepe Myrtle 4 66 14" Crepe Myrtle 4 67 13" Queen Palm 3 68 9" Crepe Myrtle 4 69 8" Queen Palm 3 70 9" Crepe M le 4 71 12" Queen Palm 3 72 12" Queen Palm 3 73 12" Crepe Myrtle 3 74 10" Queen Palm 3 75 9" Queen Palm 3 76 9" ueen Palm 3 77 11" Queen Palm 3 78 10" Queen Palm 3 79 11" Queen Palm 3 80 9" Crepe Myrtle 4 81 9" Queen Palm 3 so" SCIR 82 11" Queen Palm 3 83 10" Crepe Myrtle _ 3 84 9" Queen Palm 3 85 12" Queen Palm 3 86 14" Crepe Myrtle 4 87 9" Queen Palm _ 3 88 14" Crepe Myrtle 4 89 11" Queen Palm 3 90 12" Crepe Myrtle 4 91 12" Cre e Myrtle 4 92 10" Queen Palm _ 3 93 10" Queen Palm 3 94 9" Queen Palm 3 95 12" Queen Palm 3 _ 3 96 10" Queen Palm 12" Shumard Oak 4 18" Shumard Oak 4 99 10" Sabal 3 100 12" Sabal 3 , 101 12" Sabal 3 102 11" Sabal 3 103 10" Sabal 3 104 10" Sabal _ 3 105 10" Sabal 3 106 10" Sabal 3 407 24" Live Oak 4, co- dominate Or 22" Live Oak 4 1QV 19" Live Oak 4, co- dominate 1107 21" Live Oak 4 111 8" Queen Palm _ 3 112 8" Queen Pam 3 51 WO 18" Live Oak _ 3, co- dominate 114 13" Laurel Oak 2, potential hazard 115 14" Hicko ry 3 116 10" Sabal 3 ! 17 15" Sabal 3 y 118 11" Sabal 3 119 24" Hickory 3, trunk deca 120 11" Sabal 3 `i'2 41" Live Oak _ 4 122 10" Sabal 3 124 _ 11" Sabal 3 125 8" Su arberr 2, hazard leaning 126 8" Su arbor_ 3, or branchin 3 127 13 "_Sabal _ 128 9" Saba] _ 3 129 13" Sabal 3 130 14" Sabal 4 131 14" Sabal 3 132 15" Sabal _ 4 133 12" Sabal 3 134 13" Sabal 4 135 13" Sabal 3 136 13" Sabal 3 137 10" Sabal 4 i38 17" Sabal _ 4 139 18" Sabal 4 140 12" Sabal _ 3 141 15" Sabal 3 142 13" Sabal 4 143 14" Saba] 4 144 12" Sabal 3 145 15" Sabal 4 146 12" Sabal 3 147 15" Sabal 3 150 14" Sabal _ 3 151 9" Sabal 3 152 15" Sabal 4, stran er fig at base 153 15" Sabal 4 154 17" Sabal 4 155 16" Sabal 4 156 16" Sabal 4 157 13" Saba] 3 5_* 27" Live Oak 3 159 13" Sabal 3, crowded FIERCE STREET R1W WIDTH VARIES ASPHALT PAVEMENT —WATER— —WATER— �WATER- F.F.= 32.93' PA HALT i a 11. TR f1 NHS GU5 7 i F. F. 21 25' CONC 3i -OCK A/C Pau Corr.; A/C PA 4- STORY MASONPY & BRICK BUILDING l ;7' ; � , T7 rt-r 7F GL! ASS ; 1 T AV1E: 1v �� i _ r 9; NE C R i` i ` 1$ 7 V. _�7 _0�:>:RAS, 'SN J_? - "- T. 8. M. #2 SET NAIL & DISK 1f` N 9898.7737 t 11 E 10056.9718 EL.= 32.41' pr2 2 F �p rA v, �J c� O 0� 5 123 ' W �.,;- ;,; � s �. � r- ``, -•;� � AicrPAID "( °i �YicAl, w 7k1F2� aAS . ASPHALT ASPHALT ; . i f 6��. !� ...,.;.� -- ' f - CATV 61, (9 1, C7 /f– RACK K , I ,, ='AS - SET NAIL & DISK N 9578.3825 E 10067.0223 EL.= 32.25' 2� A �G?. _�;--CANy = _- —CATV- A SONRY wA - - -- -- - CONC WALK 1 - - -- - - r r t.r uc cAS wnC -CAN (� �:ARKER � -- Q J_ - -_ . C 1 V Day C � `,�� —ELEC� �ELEC� — '�EIEC�- °F1EG —ELEC -�- �ELEC GELEC> `ELEc, �ELEC� SELECT CONC �` 11 Sri; ��4�;_�i RA,M i' �• 6VA`TER' �• WATER � z WATER —WATER, r _. -` ` �J LWATER 1 Jl_i � �rPt�t�'� CL:REi � � `WATERS E CONC CF!AGS I 1 1 '' �f�' O`;ka 1$ CONC _ - 1 7 �5 ��,� N s` car�c cur�3 SCALE 51TE VICINITY MAP Clearwater, Florida 100% 5U13MITTAL 5 KEVI5I1ON 4 -14 -08 prepared by 436 Second Street North, Gt.1'eter5burg, Florida 33701 Phone: (727) 821--5225 Facolmilco 0 (727) 826 -162.6 J\l G R4Y 0 8 o�.. 2008 cl,�f,�rs C� Fq c s O� p FR T n t OF LAN[)5CAFE PRAWING5 GROUND LEVEL 5-1 51TE PLAN L -1 LANDSCAPE DEVELOPMENT PLAN L -2 TREE MITIGATION PLAN L -3 GROUND LEVEL LIGHTING PLAN L -D LANDSCAPE DETAILS HD HARDSCAI'E DETAILS HD -1 HARDSCAI'E DETAILS IIZ -1 IRRIGATION PLAN IR -D IRRIGATION DETAILS AMENITY LEVEL LP -1 AMENITY LEVEL LANDSCAPE DEVELOPMENT PLAN LP-2 AMENITY LEVEL LIGHTING PLAN NOTE: LP-IR6 AMENITY LEVEL IRRIGATION PLAN 5pECIFICATI0N8 APPLY TO LP -D AMENITY LEVEL DETAILS GROUND AND AMENITY LEVELS Lt'lIZ -D AMENITY LEVEL IRRIGATION DETAILS LP-5 LANDSCAPE SPECIFICATIONS IR -5 IRRIGATION SPECIFICATIONS J\l G R4Y 0 8 o�.. 2008 cl,�f,�rs C� Fq c s O� p FR T n ae® A w X V 6 d ■ ® r ■ =an" ■ r mmm 0 ® mmm r . r IN mmm PAVER BANDING ONE ROW (24" WIDE) OF ESTATE AND 8X8 Sa PAVERS IN 'TESOKa PATTERN BY TREMKON (904) 355 -5900 ESTATE IN AP PEACH f LIGHT CORAL / LIGHT HUNINGTON AND 8X8 IN AP PEACH TYPICAL HO 12' Z1A 1/2" CONC. PAVERS, AT 46 DEGREE ANGLE, COLOR: IVORY SHELLSTONE ADA HC RAMPS 12"X12" PAVER WYTRUNCATED DOMES HANOVER ARCHITECTURAL /'4� PRODUCTS 800 -426 -4242 7e ..J .X4. : .. 22 :: . e ■■ . 22 �1� PROPOSED CONC. I I PRAWING5 ""��!'�'�� '11 , LANDING AND CAST IN 6-1 SITE PLAN AA coo2> > 2 :� "' r ,. '; PLACE EPS ST '1 TREE MITIGATION PLAN CONTRACTOR R TO I GROUND LEVEL LIGHTING PLAN VERIFY �p��/ NUM BfR. OF LANDSCAPE DETAILS k" BTEP6 IN FIELD ADD/ . ,,,;, �*k. �'., f) 1 .' � •,, HD-1 HARDSCAPE DETAILS DELETE A5 NE EDED IR -1 IRRIGATION PLAN PER ARCHITECT ('0p I v, IKKIGA11ON DETAILS APPROV AL AMENITY LEVEL to match City of LP -1 AMENITY LEVEL LANDSCAPE DEVELOPMENT PLAN I AMENITY LEVEL LIGHTING PLAN PROJECT NUMBER 06001 I AMENITY LEVEL IRRIGATION PLAN NM- LP-0 AMENITY LEVEL DETAILS >r"'nONS APPLY TO L.PIR -O AMENITY LEVEL WAOA110N DETAILS GROUND AND AMENITY LEVELS L.P-S LANDSCAPE SPECIFICATIONS - IRS IRRIGATION SPECIFICATIONS \_.may' V I 5 layouts, dimensions and other related information. • This document may not be used or 1. FENCE AND COLUMN SLOPE 23. ELEVATION DETAIL (4)_AI""""" 24" COL WITH V SECTIONS r3 OF DECORATIVE METAL FENCE HD -1 COLUMNS 1 -13 MATCH SEE DETAIL 3 ON SHEET HD -1 1--:) RIVIERA BENCH PROP06ED CONC. CAST IN PLACE STEPS BEE /I ARCHITECTS DETAILS 6W CONC. CURB OPENING FOR DECORATIVE POTS MES: 3' DIA. X 30' Ht AND TREES AS PER CLEARWATER 3' DIA. X 1'P HT. 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'- ► 1 •' 1 i 0S ♦ I 1 'i "1'I I r I• 1 1 I� ■�r1/�� 1 1'��j� /ice ��► I� i i i i i I " I ► ' • ♦ ♦ ' I.= I �0 �� i W4, ` i I i 114 ■■■J■■ .4.� G.zr.:.�i>t�9- ` ■ ■ ■1■■■ ' i��111�iiLi�2�1.11 ■I■� �1 ■■- 11JI11I��!!/I�� °:�uA "'" ■ ■t • ■ ■r rAlQ ■r` ■r ■li�?l ■ ■ ■ &■ ■■■ j� Cam..- - �i_�i�iiiii 1:? 1I�L? ■ ■ ■ ■ ■� ►��j I 1 1 ' 1 i I- - 1 1► ' I I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■� ■��:7 7 2222 • �r INNOMMENE 1■■■■■■■ n` {ONPON ■i��r,l1!i.i - ; ► - • ► 1 i 1■■■■■■■�uM1111 � � ilr. ■y■■■■11■■, ►� 1 ► 1 i ' I ♦ • I� 1 • 1 ■x 73 ►1 ■r■ ■ ■I ■ ► \ ■ ■ ■ ■ ■ ■t�i1 1 : ► ' ► : - i it .,1 ■�i�] I/' f�'! ■ ■ ■ ■ ■ ■ ■ ■ ■�i■ ■ ■ ■■ ■lam loij7-19-01P 12Z A S'S SIEMENS w7A I I .1;/ /, ■��1 ■ ■ ■ ■� ■� ■ ■ ■ ■ ■ ■ ■ ■ ■r 2�. I tiI I ■■ ► •- 1 - r I I 1 1 1 IF, :•u-A�I a•a■■■■■■■■f[!r �euu■■I�•� M�L�■■■■ ■11■Ir ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MEMO ■�� ■I�� I I' ' I 1 1' 'r is SON !!IIIIIIIIIIIIIIIINMEN; IL ,- .- . -��■/ WE P ►��►V'�11 *; W�F, W, W, W��j its ► I ' i I I • 1 A►11 *11 1jl V;! �r i i ►' I' i I! ►��1i1.: sonsum ♦�� IZW2")d 1/2" CONC. PAVERS. AT 90 DEGREE ANGLE, COLOR: IVORY SHELLSTONE ADA HC RAMPS 12"X12" PAVER W/TRUNCATED DOMES HANOVER ARCHITECTURAL PRODUCTS 600- 4264242 WA I_kj 6'W X 8D" CONCRETE TREE RING WITH #4 BAR CONTINIOUS TYP. "-- A STREET PE PLANS TYP. FOR TREE WELLS A5 PER CLEARWATER SCA LINED WITH 131013ARRIER ROOT CONTROL SYSTEM - BIOBARRIER TYP. T 8"X8" PAVER IN `fE RO' PAVER BAN DING ONE ROW ?14 1MDE OF ESTATE AND SGT. 5 SO PATTERN BY TREMKON (904) 369 -5900 ESTATE IN AP PEACH / LIGHT CORAL / LIGHT __ HUNINGTO N AND 80 IN AP PEACH TYPICAL "T 12)d2")d 1/2" CONC. PAVERS. AT 45 DEGREE ANGLE. COLOR: IVORY SHELLSTONE ADA HC RAMPS 12"X12" PAVER W/TIZUNCA TE D DOMES HANOVER ARCHITECTURAL PRODUCTS 800 -426 -4242 - CITY STANDARD PROGRESS ENERGY 16 WASHINGTON DUAL LIGHT W/ 100 W MON110ELLO TYP. 5 SCARBOROUGH TRASH CAN TYP. iD -1 PAVER BANDING ONE ROW (24" WIDE) OF ESTATE AND 8X8 5 Sa PAVERS IN `TESORa PATTERN BY TREMKON (904) HD 359 -5900 ESTATE IN AP PEACH / LIGHT CORAL / LIGHT HUNINGTON AND 80 IN AP PEACH TYf1V,L 3 (3) 3' DIA. X 30' HT. HD 3 HO W VIA. X 30' HT. AND 3' DIA. X M HT. URN 2 HD BIKE RACK 4 11LE MOSAIC M`IH HD TREE GRATE DETAIL �-� 6CARBOROUGH BENCH \HD -1 TYP. IN R.O.W. 4'x(8" BASKET WEAVE FIELD ® 45 DEGREES COLOR: TAN /CORAUCHARCOAL PM TUMBLED TYPICAL BY HANSON PAVER �- PRODUCTS CONCRETE APRON PER CITY OF CLEARWATER CODE - 12"X12" BANDING COLOR TAN E28 SHELL GROUND FACE TYPICAL BY HANSON PAVER PRODUCTS 4-x8" BA6KET WEAVE FIELD ® 90 DEGREES COLOR TAWCORAUCHAKCOAL P235 TUMBLED TYPICAL BY HANSON PAVER PRODUCTS CONCRETE CURBING BY OTHERS PAVER SECTION AND PLAN DETAIL CURBING BY OTHERS SCALE 1 "= 20' -D" Phil Graham & Company, P.A. Landscape Architecture - Urban Design 436 Second Street North St. Petersburg, Florida 33701 -3012 Voice: 727 - 821 -5225 Fax: 727 -826 -1626 INPEX OF LANDSCAPE PRAWING5 GROUND LEVEL 6-1 SITE PLAN AA coo2> > 2 L -1 LANDSCAPE DEVELOPMENT PLAN L -2 TREE MITIGATION PLAN T'm;dg, r`,3r ;c!„ 3_5 "7 L -3 GROUND LEVEL LIGHTING PLAN L -D LANDSCAPE DETAILS HO HAKDSCAPE DETAILS . ,,,;, �*k. �'., f) 1 .' � •,, HD-1 HARDSCAPE DETAILS n IR -1 IRRIGATION PLAN F. `,�. 1*0 IKKIGA11ON DETAILS ISSUE RECORD AMENITY LEVEL to match City of LP -1 AMENITY LEVEL LANDSCAPE DEVELOPMENT PLAN LP -2 AMENITY LEVEL LIGHTING PLAN PROJECT NUMBER 06001 LP IRG AMENITY LEVEL IRRIGATION PLAN NM- LP-0 AMENITY LEVEL DETAILS >r"'nONS APPLY TO L.PIR -O AMENITY LEVEL WAOA110N DETAILS GROUND AND AMENITY LEVELS L.P-S LANDSCAPE SPECIFICATIONS of the information contained in electronic IRS IRRIGATION SPECIFICATIONS the final as -built conditions. It is the responsibility of the user to verify all layouts, dimensions and other related information. SCALE 1 "= 20' -D" Phil Graham & Company, P.A. Landscape Architecture - Urban Design 436 Second Street North St. Petersburg, Florida 33701 -3012 Voice: 727 - 821 -5225 Fax: 727 -826 -1626 7 A"" opuse 0, 1 I Opus Architects & Engineers, Inc. FLORIDA CORPORATE AUTHORIZATION NUMBER: AA coo2> > 2 Sui`e d4. T'm;dg, r`,3r ;c!„ 3_5 "7 y,;5 7A ", REGISTRATION . ,,,;, �*k. �'., f) 1 .' � •,, . < ,' � � ' a ;� , I - , L. r i i . 'r,( tr t R. i �/�y ti l/\ % i n t. F. `,�. A TER S EDG I D 0 W N T 0 W N C L F ARWATF I ISSUE RECORD U dated aver r ece. p � p to match City of Clearwater Marterplan changer. RFI # 00127 DESIGN NUMBER T74527Q PROJECT NUMBER 06001 NOM DATE 3,3013 5-1 efiE FILM WAS ADDED TO &26.06 F24AL SET ON 33-08 ®41408 PROJECT MANAGER DRAWN BY Fit CHECKED 8Y ro * Errors may occur in the transmission of electronic files. The Opus companies are not responsible for any claims, damages or expenses arising out of the unauthorized use of the information contained in electronic files. • Electronic files may not accurately reflect the final as -built conditions. It is the responsibility of the user to verify all layouts, dimensions and other related information. • This document may not be used or copied without prior written consent. © all rights reserved Prepared For 0--*" opuse ON Opus South Contractors, L.L.C. 2222 Suite 44,4 i 3.877.4�F 44' 3.R77,1 %2" ! . PROJECT WATER'S EDGE ISSUE FOR CONSTRUCTION LOCATION CLEARWATE 01`` ;` - SHEET TITLE � 41 ' S; O�vFI 0 8 X008 ,( a T sF I v -.-J Q11rFyO'�pr SHEET NUMBER 5 so* 1 7 a ■ A w m x 0 n Y CODE BOTANICAL NAME 12 A ANNUALS PLANT MATERIAL SCHEDULE COMMON NAME —SPECIFICATION ANNUALS 1 GAL., FULL 12" O.C. SPACI - ' H .1 SPI 3 GAL., W HT. FULL 3 GAL., FULL 3 GAL, 14-20" HT 3 GAL, FULL 3 6A1, 12-W X 12 -W SPD. 7 GAL, 30-36" 6M 19 ALY ALPINUI 6PECI05A "VARIEGATA° 305 1300 BOUGAINVILLEA "HELEN JOHNSON" 3 CAN CANNA 66F 150 DTV DIANELLA TASMANICA 1T5 DGM DURANTA ERECTUS °GOLD MOUND° 34 CA CRINUM ASUITiCUM STRELiTZIA REGINAE BIRD OF ISE I A A 189 IMP IMPATIENSE SULTANII 8 JAT JAVNHA HASTATA COMPACTA 16,12 LC LMSTONUI CHiNEN515 /e 13 LIM LAGERSTKOEMIA IN 6 ",MUSKOG SHELL GINGER DWARF BOUGAINVILLEA DWARF CANNA LILY BLUEBERRY FLAX LILY GOLD MOUND DURANTA CRINUM LILY IMPATIENS JATROPHA STANDARD CHINESE FAN PALM '2-f LIB LIGUMUM JAPONiCUM TREE FORM TREE FORM LIGUSTRUM 117 LMG URIOPE MUSCAR! "EMERALD GODDESS" EMERALD GODDESS LIMPE 13 PD PHOENIX DACTYUFERA "MEDJOOL" MEDJOOL DATE PALM 2 PRO PHOENDlROEBELENII 10 PX I 1 QV QUERCUS VIRGINUNA 9 RE RHAPIS EXCELSA PYGMY DATE PALM LIVE OAK LADY PALM ow ri RArnnnxriivinvF --n rrnm vnnly 11�Vw \11/M IINN� n SAR SCHEFLERA A DWARF SCHEFFLERA TRINEI 3 SN STRELITDA N WHITE BIRD OF PARADISE 9 SP SABAL PALMETTO CABBAGE PALM 20 SR STRELiTZIA REGINAE BIRD OF ISE /� 30 ST SANSEhERiA TRIFASt�ATA LAURENTI VARIEGATED SNAKE PLANT 1 GAL 10-12" SPD, FULL L 6' HT.X4'6M25GAL 11� SEE PLAN FOR CLEAR TRUNK HEIGHTS 10' HT. x66MR ,7 l7 8' HT. x 8' SPR, MULTI-TRUNK Z WXiB"SP ;-� SEE PLAN FOR CLEAR TRUNK HEIGHTS 6 04 TRIPLE STEM, HEAVY TOP G L 6" CAL, 18' -2V HT. x W SM 48" HT, 3-5 STEM, FULL 430 TJN TRACHELOSPEKMUM ANATIGUM MIi 216 TJV TRACHELOSPERMUM JASMINE VAR. 57 YAW VIBURNUM AWADUKI 160 VS VIBURNUM SUSPENSUM 25 WD WODYETiA BIFURCATA 6 HI GTON 1 3 ZFU ZAMIA FURFURACEA 3 GAL, 16° HT: x 30 GAL, 6.7 H.T. �j SET: PLAN FOR CLEAR TRUNK HEIGHTS G HT: 24" FULL 3 GAL, 2e -2V FULL VARIEGATED CONFEDERATE JASMINE 3 GAL, 30" SPD. MIRROR LEAF VIBURNUM 15 GAL., 6 HT. FULL CHRISTMAS PA l SEE PLAN FOR CLEAR TRUNK HEIGHTS SANDANKWA VIBURNUM 3 GAL, 26' HT. x 22' SM FULL 36° O.G FOXTAIL PALM SEE PLAN FOR CLEAR TRUNK HEIGHTS ASHW ON P ( 6EE PLAN UNK EIGHTS CARDBOARD PALM (� q3 GAL, 16" HT. x 18" SM ---- 1 1' - I I: i� NOTE: -�0 F PLANT MATERIAL SCHEDULE HAS SEEN THE FOLLOWING CHANGES PLANTS REMOVED -A, PD, PON, TJV, VAW, WK PLANTS ADDED - IMP, JAT, PRO, ST, WD INDEX OF LANDSCAPE DRAWINGS GROUND LEVEL 9-1 SITE nAN L -1 LANDSCAPE DEVELOPMENT PLAN L -2 TREE MITIGATION PLAN L -3 GROUND LEVEL LIGHTING PLAN L -D LANDSCAPE DETAILS HD HARDS!'PE DETAILS HD -1 HARDSCAPE DETAILS IR -1 IRRIGATION PLAN IR -D IRRIGATION DETAILS AMENITY LEVEL LP -1 AMENITY LEVEL LANDSCAPE DEVELOPMENT PL/1N LP -2 AMENITY LEVEL LIGHTING PLAN LP -IRG AMENITY LEVEL IRRIGATION PLAN LP -D AMENITY LEVEL DETAILS SPWFICAT14NO APPLY TO L.PIR -D AMENITY LEVEL IRRIGATION DETAILS GROUND AND AMENITY LEVELS LP-S LANDSiAPE SPECIFICATIONS GENERAL LANDSCAPE NOTES 1. All plant materials to be Florida *1 or better quality, Installed to highest nursery standards. 2. Mulch to be 100% CYPRE55, GRADE (0). Mulch shall be installed to a minimum 3" thick in all planting areas. 3. Sod to be 96% weed free•.' 5T.AUGUSTINE 500" Sod for areas indicate! within the limit of work line. Sod to W installed with tight joints, rolled and fertilized at time of Installation. 4. All dimensions to be field- checked by the Landwave Contractor prior to construction, with any discrepancies reported Imr leedlately to the Landscape Architect. 5. All materials must be ass eeifle:d on the landscape an. If materials or labor do not adhere to ifieations they will be ia1ected by the Landscape Architect with roper installation careiew out by the Landscape Contractor at no addition I cost. 6. No substitutions or changes s of any kind will be made at time of bidding, so as to provide for equal and fair comparisons. 7. All permits necessary are to be provided by the installing contractor unitss oche nylse specifically sia'ted In the speciflcatione. 8. No contractor identification signs shall be permitted on the project. 9. All ueetlons concernin the ns ands ffications are to be directed to "a Landscape Archtect, A 821 -22225. 10. Carefulby review, the Landscape 5 iflcations. The installing Contractor will be held re epoholbie for all items contained tFiere in. PLANTED URN WITH CHRISTMAS PALM. URN ®Y PUIZA ART STONE, (407) 646 -4857 GAP ARCH. PRODUCTS MODEL:'CALLAWAY STYLE,'CA' !1� ND. COLOR:'S -12' KU5T. FINISH: CAST STONE, L613-LIGHT SANDBLAST WITH SAUCER SIZE VIA. X 30" HT. ®SCARBOROUGH 72" FREESTANDING BACKED BENCH IN R.O.W. ONLY 13Y LANDSCAPE FORMS 800- 521 -2546 SEE PLAN FOR CALL OUT LOCATIONS RIVIERA BENCH (RV BB) BY BEACON PRODUCTS INC. (941) - 755 -6694 ® BENCH TO BE 72" IN LENGTH ON PRIVATE PROPERTY ONLY. SEE PLAN FOR CALL OUT LOCATIONS TRAFFIC 51GNAL MAST ARM �M PLANTED URNS IN R.O.W. STONE POTS BY DURA ART STONE MODEL:'CALLAWAY 57YLE'CA' ROUND. COLOR: 5 -12, RUST. FINISH: CAST STONE, LSD- LIGHT. URNS TO BE HARD PIPE DRAINED INTO ADJACENT CURB. DRAIN INSIDE URN TO BE COVERED WITH 3M SCOTCH BRITE PAD 6X9'704' THICK SIZE NO. 900. URNS TO BE FILLED WITH FAFARD 313 SOIL (NO GRAVEL iN BASE ) PER CITY SPEC. LIGHTS BY PROGRE NE R : DUAL 10OW MONTiCELLO FIXTURE ON 16 "WASHING ON' DECORATIVE POLE, COLOR: BLACK AS PER CLEARWATER STREETSCAPE PLANS TYP. "Pl" BIKE RACKS EMBEDDED 21 -1/2"W X 46'H COLOR: BLACK BY ® LANDSCAPE FORMS 800- 521 -2546 ® SCARBOROUGH LITTER RECEPTACLE 25"W X 40"H 30 GALLON COLOR: BLACK BY LANDSCAPE FORMS 800 -521 -2546 aTREE WELLS LINED WITH BIOBARRIER. BIOBARRIEK IS MADE OF A DURABLE, NONWOVEN, POLYPROPYLENE GEOTEXf1LE FABRIC WiTH PERMANENTLY ATTACHED NODULES CONTAINING TRiFLURALIN. TRIFLURALIN PREVENT5 ROOT TIP CELLS FROM DIVIDING, WHICH 15 THE METHOD BY WHICH ROOTS GROW. SCALE 1 " =20' --0" E0 8 ZO Ft c 8 Phil Graham & Company, P.A. Landscape Architecture - Urban Desigr 436 Second Street North St. Petersburg, Florida 33701 -3012 Voice: 727 - 821 -5225 Fax: 727- 826 -1626 0-*-*" 0 opuse Opus Architects & Engineers, Inc. FLORIDA CORPORATE AUTHORIZATION NUMBER: AA C002112 444 Tart/ pc, Florae: 33,, —' 3.877.4444 REGISTRATION ^,,• is WAT E R'S E D G f) 0 W N T 0 W N C I F A R W A T F] ISSUE RECORD Updated paver specs. to match City of Clearwater Masterplan changes. RFI # 00127 DESIGN NUMBER T745270 PROJECT NUMBER 05007 31-06 32808 DATE 8-28-07 41408 2 -7.06 NOM 3-3108 64 WE ruw wns ADDED TO PROJECT MANAGERg�{glpb DRAWN BY RR CHECKED BY ra • Errors may occur in the transmission of electronic files. The Opus companies are not responsible for any claims, damages or expenses arising out of the unauthorized use of the information contained in electronic files. • Electronic files may not accurately reflect the final os –built conditions. It is the responsibility of the user to verify all layouts, dimensions and other related information. • This document may not be used or copied without prior written consent. © all rights reserved Prepared For 100 0 P U S Opus South Contractors, L.L.C. le 4 PROJECT WATER'S EDGE ISSUE FOR CONSTRUCTION LOCATION CLEARWATER, FL SHEET TITLE LANDSCAPE DEVELOPMENT PLAN SHEET NUMBER Lp1 A EX AND 10 6ADAL9 TO DE EX 1117, 9".,W, AND 11110" REMOVED SM59'31'E(F) a —A a n omp; am 0 rm—'a 7" PONOPOOEP TREE MITIGATION 5CHEPULE GITY 39759'(F) 130TANICAL NAME COMMON NAME SPECIFICATION 6 AR NOTES: I&W HT, 50 CAL I MG TREE CALIPER SIZE TOTAL' 1OW CEPAP' TO 5 'Itim 9YED 25 QV (NOT INCLUING PALM TREE$) W CAL, 16-18P HT. x 6 6M REGISTRATION 'T 17 EX PALMS TO 13E REPLACED ONE FOR 5AD�W TO. OE— ISSUE RECORD DESIGN NUMBER T745270 ONE. EO'flMATED 16.500 6QUARE FEET OF 1500 VE KtMOOVE 6X 34�YCEV TO 4-14-08 PROJECT MANAGER DRAWN BY TO 13E REPLACED CHECKED 13Y ro • Errors may occur in the transmission of electronic files. The Opus companies are not ALL HARDWOODS TO 13E REPLACED WITH expenses aritsing out of the unauthorized use of the information contained in electronic files. • Electronic files may not accurately reflect OAKS INCH PER INCH. responsibility of the user to veeify all layouts, dimensions and other related information. *This document may not be used or FINAL TREE LOCATIONS ARE TO 13E @ all rights reserved PrVared r" 0, Nq opuse DETERMINED THROUGH COORDINATION EX W SA/6AL T6 Torn.Dc, H,:;Hdoj --13607 811877.4444 B13.877.122'� (fcx) WITH THE CITY FORRESTRY, PARO AND 09 XEM/MD WATER'S EDGE ISSUE FOR . . . . . . . . . . . . . . . RECREA71ON AND ECONOMIC DEVELOPMENT. 15',9XVALITO' SH 0 44? 0 0 0 a 9 10 11 12 13 16 19 21 22 26 26 27 W 29 30 31 32 33 34 35 a�4_40' �52_4 KAI c - 4 g, 3 -M z t�6!� M _N1 W zge." mg, A 4 P 0-5 tT. V�- Z� �4 -g- n 412- u e�. 5�Q � Al /PR0"EQfi4XUFV 11" OA13AL D", flu OADAL A 6 NO/ v 11" SA13AL X �4 R N 11n SAD& Al, A,� 1LN -A SEMEN 7- rXWe�AOA�TO Zi- 6. 00' U TILI T�l E DE MOV 672 —Z -------- PA GE -4- N9aOO ---------- 1�11_1. JV — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — k cp EX 15WP SA I N ------------------ 01 EX 13P 9 13A N EX 4W OAK TO �k REMAIN EX 24P HIC TO RE"= EX IV SA13AL TO REMAIN EX IV OA13AL TO REMAIN - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -3ru FLOOR OVERHANG ------------------------------------------------------------- ASPHALT L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5CALE 111=20f-011 !Phil Graham ;& Company, P.A. 'Landscape Architecture - Urban Design 436 Second Street North St. Petersburg, Florida 33701-3012 Voice: 727-821-5225 Fax: 727-826-1626 PONOPOOEP TREE MITIGATION 5CHEPULE GITY CODE 130TANICAL NAME COMMON NAME SPECIFICATION 6 AR ACEK RU13RUM RED MAPLE I&W HT, 50 CAL I MG MAGNOLIA GKANDIFLORA MAGNOLIA IOOGAL18-2650CAL&SM 25 QV QUERCUS VIROANIANA LIVE OAK W CAL, 16-18P HT. x 6 6M - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -3ru FLOOR OVERHANG ------------------------------------------------------------- ASPHALT L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5CALE 111=20f-011 !Phil Graham ;& Company, P.A. 'Landscape Architecture - Urban Design 436 Second Street North St. Petersburg, Florida 33701-3012 Voice: 727-821-5225 Fax: 727-826-1626 00`1�1 opuse ON W Opus Architects & Engineers, Inc. FLORIDA CORPORATE AUTHORIZATION NUMBER: AA C002112 .4-200 �Y��e�zs 5,re-f suh 4i4 Tarnpe., F�,%ridc `36�,'7 REGISTRATION 'T WATER'S EDG I D 0 W N T 0 W N C I F A R W T 11 ISSUE RECORD DESIGN NUMBER T745270 PROJECT NUMBER 06OL77 DATE 3-1-06 4-14-08 PROJECT MANAGER DRAWN BY M CHECKED 13Y ro • Errors may occur in the transmission of electronic files. The Opus companies are not responsible for any claims, damages or expenses aritsing out of the unauthorized use of the information contained in electronic files. • Electronic files may not accurately reflect the final as—built conditions. It is the responsibility of the user to veeify all layouts, dimensions and other related information. *This document may not be used or copied without prior written consent. @ all rights reserved PrVared r" 0, Nq opuse Opus South Contractors, L.L.C. 4200 Wes� Cypress -Streat SUife 41jr4 Torn.Dc, H,:;Hdoj --13607 811877.4444 B13.877.122'� (fcx) PROJECT WATER'S EDGE ISSUE FOR CONSTRUCTION LOCATION CLEARWATER, FL SH 0 44? 0 0 0 SHEET NUMBEIR eot L-2 ® .l t X 0 a S88059'31'E(F) .�..�.. ®a■■® =mom 0 .. mmamm ®s Mm a s. ®®mss.® CAP MAINLINE- GENERAL IRRIGATION NOTE5 1. The Contractor shall provide a 100% coverage automatic irrigation vrsttm AS DE610NED ON THE IRRIGATION PLANS In all caws comply with the written Irrigation Spedflcations and the General Irrigation Notts. 2 All =o cernt ono are to be directed to the Landscape con Architect M 821 -5225. 3. Shrub risers shall only be installed In hedges or mass plantings not to extend more than 3" above the installed height of the shrub. In no case shall shrub risers ba Installed dtrectly adjacent to curbs, walks or other vehicular access ways. if risers are to be used in he4w abutting paridng areas, they must be placed a minimum of D°4 away from bacCc of curi7 and embedded In the hedge so as not to be seen or damaged by vehicular overhang. All shrub risers shall be painted black or dark green. 4. All planted groundcover areas, Including mass plantings of dwarf shrubs not exceeding 221, shall be irrigated with 12" rure� heads (unless otherwise noted) and actenders (tf r 5. All sodded areas shall be Inigateel with 6" pop-up sprays or pop-up rotors where appro priate ). unless otherwise Hated. 6. Pippee, valves and other Irrigation equipment may be shown In buildings, drives and walks for clarity only. Locate all valves and other Irrigation equipment in plant bed areas for best concealment and acaeeolblltty. 7. Valves are to be Installed in valve boxes large enough to accommodate maintenance and Operation of valves. Valve pit shall be free from mud or other debris whtch may cover valve. Provide V2" diameter river gravel sump 3" thick at the bottom of valve pit. 8. All irrigation materials and installation shall meet federal, state and local codes, regulations and ordinances concerning Irrigation construction, 9. Fladble nothylew sw ing joints shall be used for all pop-up spray heads. Rotor hs shall have rigid PVC swing Joints. Concrete donuts shall be installed at all head locaVono adjacent to or in vehicular use areas. 10. All shaves are to be schedule 40 PVC located a minimum of 14" Mm finish grade. 11. Adjust all heads to provide maximum coverage and minimum overthrow. 12. Contractor shall adjust heads as needed In vehicular areas to Insure that parked vehicles do not Interfere with the operation of the irrigation system. Notify the Landscape Architect and obtain written approval prior to adjusting irrigation head layout so that 100% coverage is not compromised. 13. Equipment and heads shall be manufactured by "Ratnbird" or "Hunter'' or as otherwise stated on the plans. 14. Contractor shall field verify capability of water source to deliver proper pressure per square inch (MI) and gallons per minute (GPM) as required by the Irrigation system. Noti�y the landscape Ar hitect prior to contract if there is any diem anry. 15. jnigatton water source shall be CITY NOTABLE Coordinate new irrigation work with existing, irrigation to remain. 16. All permits necessary are to be provided by the installing contractor unttss otherwise spectflcalty stated. 17 Refer to the Landscape Drawings when locating all inigation equipment. Allow ample room near pipe, valves and other equipmwt for the planting of trees and hedges. 18. All wires shall be installed in wire slaves under walks and drives. 19. If thus is a conflict between the Irrigation Plan and Spedflcations, contact the Landscape Architect Immediately. 20. CarA%j review the Irrigation 5pecificatlono. The Contractor shall be responsible for all items contained therein. 21. Contractor shalt furnish owner with 2 coplas of operation manuals and water scheduling times as required to sustain the plant matcriaL Contractor shall instruct the owner as to th;=fl operation and re t anon ne i nee. mat nee of the anti rrteta acccpta 22 The tnigatton system shall include a rata sensor /6hut -Off dGViGe t4 avoid irrigation during periods of sufficient rainfall. IRRIGATION LEGEND IRRIGATION CONTROLLER IN WEATHER PROOF LOCK BOX FAL., IRRIGATION 4 I I I I I I I I I I 1 1 I I I I I 1 I I� II l qv I� ®I' I Rl I � I I � II � I I I ly I' I 1 I I I � , I ::.: 11,1 N� H v � 5�4� ALL URNS TO HAVE ONE BUBBLER PER URN OR ." ALT. DRIP SPRAY HEADS ■ f „ C IRRIGATION COMPONENTS _KEY SPECIFICATION KEY SPECIFICATION 0 Rain Bird AM Full CIrds Dubbier - 0.60 GPM ( Water Source ■ Rain Bird 1800 - SAM- PKS-6F - 0.41 GPM Ld Controller. RAIN DIRD ESP SERIES e Rain Bird 1800-SAM-PRO-15H - 020 GPM (tax) 813.877.12:: ? WITH AUTOMATIC RAIN CHECK n Rain Bird 1800 - 6AM -PRS -W - 0.10 GPM ....... Malnlina SCHEDULE 40 PVC • Rain Bird 1800- SAM- PR5-81F - 1.06 GPM ® 'Valves: RAIN BIRD 200 -PEB -MRS -D c Rain Bird 1800- SAM- PR5-811 - 0.52 GPM � WATER LINE verve o Rain Bird 1800- SAM- PRS-B4 - 0.26 GPM PROJECT NUMBER 05= 31-08 41408 Irrigation Zone Tag • Rain Bird 1800- SAM- PRB -tOF -1.58 Gi'M XK.)4� r zo"Q � Sieevtg: SCHEDULE PVC, 2 SIZES LARGER THAN e Rain Dird 1800- 5AM -PR5 -1010 -1.00 GPM • Errors may occur in the transmission of PIPE TO DE SL EEVED. e Rain Dird 1800 - SAM- PR5 -10H - 0.79 G'M � Coupler V&&. RAIN BIRD 44 RCMP o A Rain Bird 1800- SAM- PRS -10(2 - 0.39 GMM Rain Dird 1800 - SAM- PR5 -12F - 2.60 GPM responsibility of the user to verify all A8 tnigattort toads on non ire water ®ystems shall have "purpta "He 0 Rain Bird 1800- SAM - PRO -12Ta- IM GPM copied without prior written consent. head covers. 0 Rain Bird 1800- SAM- PR5 -12H -1.30 GPM AN Rain Dtrd heads to be installed with Matched 0 Rain Bird 1800 - SAM- PK64261 - 0.65 GPM Mradpit Don Rate (MPR) nodes. • Rain Dird 1800- SAM - PRO -15F - 3.70 GPM Spy to be operated at 30 P51 fbr optimal head perforrrrance A Rain Bird 1800 - SAM- PRS -i5Ta - 278 GPM Rotor zones to be operated at 50 PSI for e Rath Bird 1800 -SAM- MRS -15H -1.86 GPM optimal head perfonnance. O Rain Bird 1800 - SAM- PR5-1W - OA% GPM CONSTRUCTION 'Reim Ird Model PE56 Series self cleaning o Rain Bird 1800- SAM- PR05-i5EST - 0.61 GPM iI2121GATlON scrubber valve shall be requtred when the water ■ Rain Bird 1800- SAM- PRS-I5SST -1.21 GPM source is reclaimed water. E3 Rain bird 1800- SAM- PRS -I5CST -121 GMM SK = SHRUB RISER TWO BUBBLERS PER TREE GRATE TYP. CONTROLLER TO BE LOCATED IN SERVICE / ELEC. ROOM 11,1 N� H v � 5�4� ALL URNS TO HAVE ONE BUBBLER PER URN OR ." ALT. DRIP 1 "- r z %t ■ f „ C 5 y: N 7 fi K 4' 3 2'e HLORiNE INJECTION � J � LE AFTER IRRIGATION a 11C SEE CIVIL 1 t 2 IRRIGATION MAINLINE T4 =� (tax) 813.877.12:: ? REGISTRATION 1 "- SLEEVE uuub- 7■rl... /O.00Lt� uuu.uuun� � � � � � � �!uuuuu.n►iuuu.uuu.vu �'�Q uwvn l ivn -A 4 2" B.F.P. FOR POOL LEVEL 5UPPY-LN"vn 1 wr+ ern r r-& vvu&%' I-2" B.F.P. SEE Cl MAINLINE _ PLANS 2 SCALE 1 ■ ■ ■ ■ ■ ■ ■ R UP ■ �N ■ 1� ■ ■ ENLARGEMENT 40 IRRIGATION HANDLE 75 GPM B.F.P. POINT G Y. METER ti ti PLANS RRIGATION WATER METER TO TAP INTO C.O.C. 6" WATER LINE 6" CITY POTABLE WATER LINE 10" CITY POTABLE WATER LINE NOTE 1N OSCEOLA AVE R.O.W. N WATER METER CONNECTION t0 TIE OTABLE WATER SOURCE ALONG ER of cxCEOLA AVE SEE CIVIL FOR LOCATIONS. METER 15 TO BE EFORE CHLORINE INJECTION POINT NEW SEPARATE METER FOR IRRIGATION TO CONNECT TO C.O.C. 6" .WATER LINE. NEW GATE VALVE AFTER METER FOLLOWED BY B -F.P. SEE ENLARGEMENT 3" SCH. r z %t ■ f „ C 5 y: N 7 fi K 4' 3 2'e HLORiNE INJECTION � J � LE AFTER IRRIGATION a 11C SEE CIVIL I 2 IRRIGATION MAINLINE T4 =� (tax) 813.877.12:: ? REGISTRATION SLEEVE uuub- 7■rl... /O.00Lt� uuu.uuun� � � � � � � �!uuuuu.n►iuuu.uuu.vu �'�Q uwvn l ivn -A 4 2" B.F.P. FOR POOL LEVEL 5UPPY-LN"vn 1 wr+ ern r r-& vvu&%' I-2" B.F.P. SEE Cl MAINLINE _ PLANS 2 SCALE 1 ■ ■ ■ ■ ■ ■ ■ R UP ■ �N ■ 1� ■ ■ ENLARGEMENT 40 IRRIGATION HANDLE 75 GPM B.F.P. POINT G Y. METER ti ti PLANS RRIGATION WATER METER TO TAP INTO C.O.C. 6" WATER LINE 6" CITY POTABLE WATER LINE 10" CITY POTABLE WATER LINE NOTE 1N OSCEOLA AVE R.O.W. N WATER METER CONNECTION t0 TIE OTABLE WATER SOURCE ALONG ER of cxCEOLA AVE SEE CIVIL FOR LOCATIONS. METER 15 TO BE EFORE CHLORINE INJECTION POINT NEW SEPARATE METER FOR IRRIGATION TO CONNECT TO C.O.C. 6" .WATER LINE. NEW GATE VALVE AFTER METER FOLLOWED BY B -F.P. SEE ENLARGEMENT 3" SCH. MAINLINE TO H Opus Architects & Engineers, Inc. FLORIDA CORPORATE AUTHORIZATION NUMBER: HLORiNE INJECTION AFTER IRRIGATION a 11C SEE CIVIL I 313.377.4444 (tax) 813.877.12:: ? REGISTRATION to T IRRIGATION IRMATiO INTO CITY P S.E. CORN WAT E R'S E D G WATER LINE ISSUE RECORD LOCATED BEFORE T745270 oo� AY 8 2006 Cirn ,v S rP GF �t Seq y 'E �r,o� Fq Phil Graham. & Company, P.A. Landscape Architecture - Urban Design 436 Second Street North St. Petersburg, Florida 33701 -3012 Voice: 727 -821 -5225 Fax: 727- 826 -1626 ,Pw 0 P U SO Opus Architects & Engineers, Inc. FLORIDA CORPORATE AUTHORIZATION NUMBER: M C002112 4200 ',Vast Cypress Straat Suh 444 ampa, ��t)rl Cie --3607 313.377.4444 (tax) 813.877.12:: ? REGISTRATION to T OA WAT E R'S E D G ISSUE RECORD DESIGN NUMBER T745270 PROJECT NUMBER 05= 31-08 41408 DATE 2 -706 330" ®3280" PROJECT MANAGER DRAWN BY RX CHECKED BY ra • Errors may occur in the transmission of electronic files. The Opus companies are not responsible for any claims, damages or expenses a6sin out of the unauthorized use pe 9 of the information contained in electronic files. • Electronic files may not accurately reflect the final as -built conditions. It is the responsibility of the user to verify all layouts, dimensions and other related information. • This document may not be used or copied without prior written consent. © all rights reserved Prepared For 00" 0 P U Opus South Contractors, L.L.C. 4200 . 'Nest Cypress Street Suite 444 Tampa, Flarica, 33607 813.377.4444 513.877.1222 (fax) PROJECT WATER'S EDGE ISSUE FOR CONSTRUCTION LOCATION CLEARWATER, FL SHEET ilTLE iI2121GATlON PLAN SHEET NUMBER I ,Pw I]►Ol 91 N MiNJOVIND l�G .. (OC 11 UN C[ll: Ar IRG- SLEEVE UNDER PLANTER AND DECK SS S.F. DRIP IRRIGATION IRG- SLEEVE UNDER PLANTER AND DECK UP TO URN 448 S.F. DRIP IRRIGATION IRG- -SLEEVE UNDER PLANTER AND DECK UP TO URN TOWER IRO- 5LEEVE UNDER PLANTER AND DECK UP TO URN 506 5.F. DRIPS IRRIGATION 3 IRG-5LEEVE UNDER PLANTER AND DECK UP TO URN IRG- SLEEVE THROUGH PLANTER 905.17. DRIP_ IRRIGATION 1,0015.F. DRIP IRRIGATION H x 0 n IRG- SLEEVE V V &� W I 7..-e/ / UNDER DECK UP // TO URNS IRRIGATION CONTROLLER TO BE LOCATED IN FITNESS MAINTENANCE / STORAGE IRG-SLEEVES UNDER IRRIGATION LEGEND KEY SPECIFICATION Water Source: CITY POTABLE WATER SOURCE TO TIE IN WITH GROUND LEVEL IRRIGATION MAINLINE. GATE VALVE AND BACK FLOW PREVENTOR INSTALLED AT GROUND LEVEL. POOL LEVEL TO HAVE A BACK FLOW PREVENTOR AND IN LINE FILTER ® Rain Bird 1402 Full Circle Bubbler .50 GPM U rn o to irrigated with flex pipe typ. Drip Irrigation Tubing: TORO PL2000 WITH .5 GALLON / HR. EMITTERS SPACED 12" O.C. 5PACE DRIP LINE TUBING WITH 12" OFF5ET5 LA Controller: RAIN BIRD E5f' SERIES WITH AUTOMATIC RAIN CHECK ■■■■■ IF] Zone Number Mainline: SCHEDULE 40 PVC *Valves: RAIN BIRD 200-PE[3-PK5-D X, I M l.I Y - - Valve Size Irrigation Zone Tag Zone GPM 51eeving: SCHEDULE 40 PVC, 2 SIZES LARGER THAN PIPE TO BE 5LEEVED Note: ALL URN5 TO BE IRRIGATED U51NG DRIP TUBING COILED AROUND PLANT TO PRODUCE .5 GPM 5EE IRRIGATION DETAILS FOR DRIP DETAILS / COMPONENTS AND IRRIGATED URN 5ECTION DETAIL SCALE 1 �0 C . °�a. < 2008 �OC CI j A 7 . Phil Graham & Company, P.A. Landscape Architecture - Urban Desigr 436 Second Street North St. Petersburg, Florida 33701 -3012 Voice: 727 - 821 -5225 Fax: 727 - 826 -1626 00% OeS OPUSO Opus Architects & Engineers, Inc. 4200 Nefit ;vn *ess greet Sure 4.4< Tsi'!'i�in, 513.P 7 �A. (t4X) '31 Ki -. 211 REGISTRATION v 6AT E R'S EDGE D O W N T O W N C L E A R W A T E R ISSUE RECORD DESIGN NUMBER T745270 PROJECT NUMBER REVISION 8 -22-07 DATE REVISION 1 -& -0& REVISION 2-5 -0& PROJECT MANAGER DRAWN aY REF, / H B CHECKED BY PG • Errors may occur in the transmission of electronic files. The Opus companies are not responsible for any claims, damages or expenses arising out of the unauthorized use of the information contained in electronic files. • Electronic files may not accurately reflect the final as —built conditions. It is the responsibility of the user to verify all layouts, dimensions and other related information. • This document may not be used or copied without prior written consent. © all rights reserved Prepared for 0, NO opuse Opus South Contractors, L.L.C. 42 ,3L 'oyes` Cy ?rats Scree§ S�1te 44 .., 8' 3.877,;.44.L 813.877.'Q'2 (f:,X';. PROJECT -MATER'S EDGE � UE FOR NSTRUCTION WATER, FL r LE AMENITY LEVEL IRRIGATION PLAN SHEET NUMBER p