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33 GARDEN AVE Ngips -_F11 ,...5n . . T, -7 , : '{{ '�y'n► Fx�p "°*�a'7 "'" a '# TREE REMOVAL APPLICATION FORM* NAME.,6F OWNE, t: Opus South Corp. /Pat Stark LOCATION O`F WORK: 33 Garden Avenue, Clw, Towers Clearwater. Fl. 7712 w Fee Rec. $18-00 Date Pee: 10 - 2 7 - R 9 Rec. By: ) �VW Rec't # REQUIRED REPLACEMENT TREES PERMIT TO REMOVE TREE (S) NAME OF OWNER Opus South Corp /Pat Stark OWNER'S ADDRESS Clearwater Towers �Clw. PHONE 873 3600 LOCATION OF TREE (S) 33 Garden Avenue _. LOCATION OF TREES ON LOT bee attached SPECIES AND NUMBER OF TREE (S) 3 oaks/ 3 j erusalem TO APPLICANT: A non - refundable three dollar ($3.00) fee is re- quired for each tree requested to be removed. PLEASE READ AND SIGN: 7712 REASON FOR REMOVAL: $7 Construction ❑ Hazardous ❑ Dead - Dying ❑ Other - (Specify) Fee Rec: $ 18.00 Rec't # a?/ P41?Z 1. On New construction, additions, or other modifications of a property which requires the removal or relocation of a protected tree(s) (Larger than 4" in diameter at 41/2 ft. above grade), a Site Plan is required. When removal is requested for construction purposes, the Site Plan must have a minimum scale of 1 ":0' for single family lots or 1 ":30' for multi - family, commercial or industrial sites. The Site Plan must show: 1. Major Changes of Grade 2. Structure Locations 3. Driveways and Walks 4. Parking Arrangement (if argj 5. Required Number of Parking Spaces 6. Proposed Number of Parking Spaces 7. Underground Utilities to be installed 8. All Setbacks per Zoning 9. All Easements and Rights -of -Way 10. All Protected Trees — Including: A. Diameter (DBH) at 41/2 ft. above grade B. Location (Surveyed) C. Species D. Any Diseased or Insect Infested Trees E. Designate Trees Requested to be Removed r 2. Protective Barriers are required around all trees remaining on site during construction. These barricades must remain intact during construc- tion as a citation will result if they do not remain standing and functional. Protective Barriers must meet City Specifications per City Ordinance. 3. The replacement (Planting) of trees (Minimum Ht. of 6') may be required on your property before occupancy is allowed. Trees are to be selected from the approved list on file in the Environmental Division. See inspectors note below to determine the number of trees required when the approved permit is returned to you. I hereby certifiy 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 appear to be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issued shall render it null and void and be considered a violation of Ordinance 1623, Section 23A, Code of O finances. y° �� Patrick M. Stark ignature of Applicant if not owner Printed Name Opus South Corp. Agency Representing & Phone 4350 W. Cypress - tuite 700 Address Tampa, FL. 33607 Signature of Owner Date Received Called /Mailed PICKED UP City State REQUIRED REPLACEMENTS Opus South Corp. 873 3600 DO NOT WRITE BELOW THIS LINE — Not Valid Until Signed By City Manager or his Designated Agent Recommended Replacement Trees /- Required Replacement Trees / Signed Date /O —Z 7--?9 Inspector 2 Based on the Inspector's comments and information submitted, the above removal application is: Approved s Submitted ❑ Approved — Modified As Noted Above ❑ Denied Signed: Date: o,�, ��U A�F City Mana er or- Designee. CITY O F C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 October 14, 1992 The City of Clearwater Environmental Management Office has completed its landscape inspection at your site. The following report is the result of our inspection. If you have any questions concerning this report, please contact Rick Albee at (813)462 -6598. SITE: Clearwater Tower 33 Garden Ave. N. OWNER:.MAS One Ltd. OWNER REP.: EMS of Florida P.O. Box 592158 Orlando, Fl. 32859 -2158 INSPECTION DATE: 10 /13/92 PASSED DEFICIENCIES: None at this time, site meets code requirements. CODES VIOLATED: COMPLIANCE DATE: RECOMMENDATIONS: INSPECTOR: Rick Albee 9 To insure compliance, a reinspection of the site will be conducted after the compliance date. Failure to correct the deficiencies above by the compliance date will result in the issuance of a formal "Notice of Violation ". t I� 'Equal Employment and Affirmative Action Employer'' CITY OF CLEARWATER Interdepartment Correspondence Sheet TO: Lou Hilton, Planner FROM: Michael Quillen, Water Resource Engineer SUBJECT: Clearwater Tower (ASP 89 -13), 323 Garden Avenue DATE: July 16, 1992 During the. landscape reinspection process our Environmental Inspector noticed that a small parking lot had been constructed on platted Lot 4 of the subject site. This is the small triangular lot separated from the main parcel by Laura Street. The Certified Site Plan we have dated October 5, 1989 does not.reflect this parking lot, nor do we have record of reviewing it through the,building permit process. We are attempting to determine if we should include this lot in the landscape reinspection process. Do you know if any approval was given for construction of the lot that we don't have a copy of in our files, and if any landscaping was required? APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT ENVIRONMENTAL MANAGEMENT DATE (813) 462 -6747 RECEIPT NO A non - refundable filing fee of $10.00 is required per Resolution 86 -9. Permit applicable for 6 months from date of approval. In accordance with Section 98.30, 1 hereby apply for permit to land clear and /or grub the properly described below, 1. Location of Property _33 G.(?9ArN *4y`'^ v e 2. Project Name AV 'q fP'- 3. Purpose of clearing and /or grubbing 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) �'X� `�%� �'G elm ­ %> � w /•t., 5. Proposed method of debris disposal 6. Date you plan to begin work 7. Proposed method of soil erosion control r✓��. / �ftfpl%� 8. ❑ No -Tree Verification Required ><Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 98, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DURING CONSTRUCTION AND HAVE READ CITY'S EROSION AND SILTATION CONTROL POLICY Subscribed and Sworn before me ignfture of Owner or Owners Representative 7 +E,'� fps. St�,, this-'/ day of . "� -! �r f�. -� t 19 j Printed Name Signal Ur of Notary Address .17 NAME OF NOTARY r ` / City Stattef zip COUNTY COMMISSION EXPIRES Veg(esentativ6s' Firm Telephone Applicant must include Aerial Photograph or Scaled Drawing showing property boundaries and limits of work. This is NOT a Tree Removal Permit. DO NOT WRITE BELOW THIS LINE Commen s er esource pec. Date Comments �/ �� j,4 ;4 !'X E Based on the above comments and information submitted, the above removal application is: ❑ Approved As Submitted ❑ Approved — Modified As Noted Above Signed: �- �7 %� _- Date: C. City Manager or Designde White — Applicant Yellow — Environmental ;• Pink — Inspector ❑ Denied 11. Rev. 9/87 gi TfS ®ta -Ago PAS�Skg lj °L Eo Qs� a EGgq� S7 Yw V! J j 4'CNOL si,Y f�p. SEMINOLE�s 'E ST � TREE LEGEND f. XS Z °gAc. $ z F.4APGE ST 1 cST GEO.R t�A ®� ¢ ZPLAZA'8T s a {BART ST.. aq ACK z(3N R S _ __ . ,......._. _... _.__._,_ _,,........_..__..., _...._. `� TO REMAIN a BE REMOVED ? _ ceE�nvaoD DREIY �^ �d �f ►� �`�rgsz 590 STGARDENSGARD NSA AEA.' r — �LAUiR T�dOv tLAI— c'� Q Ste. 0 20 40 _.._..._.�:�._ EAeRVPA 5T 4Fd. m. *SrcS'° _._ai C 3 @Z CL.EVE �,�e' �7`� = ��W= oc`g RAJL6 s c ' a PARS , @ c� a ac ss p c9fcrl GRAPHIC SCALE � erF AsNrKer L fN SIB y e °; — = SCALE: 2pY . —� Z.y s GA S - CIE Ld...1 CD (e� N%- � 111", 8 c 0 0 a) a: cr- w ca m o . \ \ F- 0 a- c Q- 0 CM (0 A cc 0 r- LU 6 m z c 0 �6 0 m Q) — F- w 0 -") 0 co =n> en�� n- CD Im-m Uj C-3 Co Lu Er- LL; n2 LU 12 .r, 0 j U I U fj-�AU UU NXLJ NJ,4:K-J L=S\Zt;;� IJ �6 0 --- - — ------ =n> en�� n- CD Im-m Uj C-3 Co Lu Er- LL; n2 LU 12 .r, 0 j U I U fj-�AU UU NXLJ NJ,4:K-J L=S\Zt;;� IJ �6 0 U n I FA r—AIJ I Wiv M L GRATe IMLET STIZ. W/ SOLID COVER GE = 2'9 2 ± CrIELDADJU5T) I. E.- (FIELD VERIF--() 12111MMMMIJ 112 TYPICAL GRATE INLET STRUCTURE WAY U11) INAMEM 1) SECTION "X - X" t", 77e5' r-] iVO R T H 0 /0 20 GRAPHIC C 4 1 E SCALF., , 1"y Bell and spigo , .itrifled cloy and concrete pipe are mode under many specifications c-d dimensions vcity. Check the grate sizes in the tat�;e lo be sure they -ill fit the pipe you are using R-4350-0 18 R-4350-E 24 *Ve't'cof 'ad'cl slots INLETS No. 9 & 10 r-ost, Buckley, chuh & 'ern*gan, Inc., 0 z 0 0 0 Y. ri cc Cd Z. cti (D CM UJ M 1 0 0 0 z 0 0 0. n 0 z 0 Y. ri 0 z 0 m . El Eli 0 LIM El m \V, DEU C 8 DUMBER IV —A—I (AP (,WDEF) 6q#12 �,rgMtPag 9T--F- scale 3/4" T- Oil (,mgm pmp; m 1"Or U) U) C-D op MIp4FI PPAWAAT�kqt- V/ 0.6 6AX MM!:�-70 RU- rINIO -8P" (�r� NOrPe77) T �P4(4 Z' y; 16 qp, 1157 tr 6--- V V, PpW x ..... .... r cc ji 4� PY 0 DUMBER IV —A—I S o scal it- Oil kMTER EAT WALL -3411 i,- il AI:ZI4e- 411p-Ni-olle'R scale 3/4" T- oil ou (AP (,WDEF) 6q#12 �,rgMtPag 9T--F- scale 3/4" T- Oil (,mgm pmp; m 1"Or U) U) C-D Ln ,zt 0.6 6AX MM!:�-70 RU- rINIO exleivo 614V T Co 6--- V V, U, ..... .... r cc 4� PY 0 LLJ co C�) L 3:00 411 IyOro y 1,)7.0 K fy;?o WWF LLJ .06 io, t -r 4 S o scal it- Oil kMTER EAT WALL -3411 i,- il AI:ZI4e- 411p-Ni-olle'R scale 3/4" T- oil ou I a 11.. t-0 I scale 314" = V- oil FAW.0 n /'-0" /'-0" (AP (,WDEF) Z U) scale 3/4" T- Oil (,mgm pmp; m 1"Or U) U) C-D Ln ,zt 0.6 6AX MM!:�-70 RU- rINIO I a 11.. t-0 I scale 314" = V- oil FAW.0 n /'-0" /'-0" RETAINING WALL Z U) scale 3/4" T- Oil (2 U) U) C-D Ln ,zt 0.6 exleivo 614V Co U, x X, r cc LLJ co C�) L 3:00 411 IyOro y 1,)7.0 K fy;?o WWF LLJ C �WIHIL--- C/) Cc CO LIJ z z U- < cc D Lu Lu C� Z RETAINING WALL Z U) scale 3/4" T- Oil (2 U) U) C-D Ln ,zt C:) CD LW CL z RZ� 0- 75 0 dot s t gg tt gg pp ED=- ING DETAIL MAINTENANCE DRIVE AREAS PAV ' l`. f Y / tl �7s P data � • I�F t 3/4" � C— i6 gm 'i � . ... e a r° T TREE LAM S6r KHle (4ii 11— o Bi PP Ak ROA Win g III scale 3/4" ® T ® " t PP o /t K �e i • T i PAVING DETAIL/BRCK EDGE (PEDESTRIAN AREAS) 12)4-! scale li i— II l y RAN M( — p awl scale 3� ' 4 0 r�l j ,� �► r• % � r !E • T i PAVING DETAIL/BRCK EDGE (PEDESTRIAN AREAS) 12)4-! scale li i— II l y RAN M( — p awl scale 3� ' 4 0 r�l j ,� �► r• % � Ilk fikill Pf, TOA 6 ADO t-AIS-7 �4& AgV�- A -o I 1p m it Ar, Ij CLEARWATER TOWER -41 j 21111111 �ivi 4, till tit CL m it 13 a IJ MULTI-TRUNK R F i k,,,TREE PLANTING DETAIL F'/ ur TO f'-ft CAL f Mr- m X i ,► i q� x' ILL 4 , v {° i o c lw X G OLA I „ s � TREE PLANTING DETAIL 1 z , 0 13 41 a El r% rPoft 0 Ar r,-P%n nrknzTra nNn rm'ft no ft Lillian A-rar- LIfig("'."HANICAL PLAN I omilummmmum NOTE: ALL NUMBERED ITEMS CORRESPOND To ATTACHED BILL OF MATERIALS', (SEE IF-4760-C) mo L m ho" ...... Ltm k=IiI U U v v b-NI u umm u u U 'ftw %a W &am. N IT QTY CATALOG NUMBER DESCRIPTION -6' - -------------- WW-j-B-P1A-F3A Sax- 5°6 "x DEEP WATER WORKS UNIT REINFORCED POLYESTER -------- 31x 4' DEEP WATER WORKS UNIT OF 3`x- 3'x 'x FIBERGLASS REINFORCED POLYESTER CONSTRUCTION WITH 30"x 3011 BATCH. WATER WORKS UNIT SHALL BE FACTORY OF FIBERGLASS CONSTRUCTION WITH A 30'%X 30" HATCH ENGINEERED AND TESTED PRIOR TO SHIPMENT BY FOUNTAIN MANUFACTURER. UNIT SHALL CONTAIN A I lip. SINGLE PHASE FOUNTAIN PUMP, 24" SA14D FIL- TER (SAND BY CONTRACTOR), MANUAL ROTARY MULTIPORT BACKWASH VALVE, TIME CLOCK, 4 CIRCUIT ELECTRICAL PA14EL WITH GFI BREAKERS, FORCED AIR VENTILATIONSYSTEM, VALVES, FIT- TINGS, PRESSURE GAUGE, SITE GLASS, FLOOR DRAIN, SCHEDULE so PVC PIP114G WITH UNIONS AND PENETRATIONS. WATER WORKS U141T IS DESIGNED FOR 120/240 VOLT, SINGLE PHASE POWER SUPPLY. ENTRY. WATER WORKS SHALL BE FACTORY 81' DIA, VENT CAP FOR 3" PIPE, CAST IRON CONSTRUCTION WITH STAINLESS ENGINEERED AND TESTED PRIOR TO STEEL FASTENERS. SHIPMENT BY FOUNTAIN EQUIPMENT 1-1/2" BRONZE CASCADE NOZZLE WITH NATURAL BR014ZE FINISH. MANUFACTURER. UNIT SHALL CONTAIN A 8" ANTI-VORTEX PLATE WITH INTEGRAL SUMP AND BRASS PLATE. 3 lip MAIN PUMP, A 3/4 lip FILTER 2" STAND WITH REMOVABLE BRASS STAND PIPE AND NATURAL FINISH SYSTEM PUMP, SAND FILTER, ELEC- FLOAT OPERATED WATER LEVEL CONTROL OF BRASS AND COPPER CONSTRUCTION WITH FORMED CycoLAC NICHE AND BRASS TRONIC WATER LEVEL CONTROL AND FILL FACE PLATE. SYSTEM, ALL VALVES, FITTINGS, MANI- 500 WATT, 120 VOLT, UNDERWATER FOUNTAIN LIGHT WITH BRONZE SWIVEL YOKE MOUNT, ROCK GUARD AND THERMAL CUTOFF DEVICE. (LAMP BY OTHERS) FOLDS AND PENETRATIONS. A PRE-WIRED BRONZE UNDERWATER JUNCTION BOX. ELECTRICAL CONTROL PANEL INCLUDING 1/2- BRASS CORD COMPRESSION SEAL. MOTOR STARTERS, MOTOR TIME CLOCK, RE-ENTERABLE POTTING COMPOUND GFI AND MAIN CIRCUIT BREAKERS, 1-1/2" PLAN GED WATER STOP, FEMALE PIPE THREADS. WATER LEVEL CONTROL MODULE WITH LOW 3/4" FLANGED WATER STOP- 10" LONG. WATER CUTOFF LIGHTING CONTAC- MAINTENANCE AND OPERATION MANUAL IN SOFT BINDER, TORS AND TIME CLOCK- WATER WORKS IS FACTORY START-UP TECHNICIAN PRO- TO ASSIST IN ORIGINAL START DESIGNED FOR 120/208 VOLT, 3 PHASE VIDED UP AND ADJUSTMENT OF FOUNTAIN SYS- TEM. LIMITED TO TWO CONSECUTIVE WORK DAYS AT JOB SITE. POWER. 2 VC-400-Cl S" DIA. VENT CAP FOR 4- PIPE, CAST 2 IRON CONSTRUCTION WITH STAINLESS PARTS STEEL FASTENERS. 6 C-150 1-1/2- BRONZE CASCADE NOZZLE WITH 3 NATURAL BRONZE FINISH, 1 QA-12-S 12- ANTI-VORTEX PLATE AND MOUNTING 4 FRAME WITH INTEL RAL FIBERGLASS SUMP - --------- WW-1-A-FS ----- AND 4" PVC OUTLET. 5 1 QV-150 1•1/2- CHROME PLATED BRASS VACUUM DRAIN FITTING WITH REMOVABLE PLUG. 6 2 QS-150-FA-BF HEAVY DUTY FRONT ACCESS SURFACE AND SKIMMER WITHBRASS FRO14T PLATE m cr M VACUUM HOSE ADAPTER. 1 QA-8-BP 8' ANTI-VORTEX PLATE WITH INTEGRAL 7 SUMPANUBPASS PLATE. 2 QF-150 1-1/2" CHROME PLATED BRASS EYEBALL C) INLET FITTING. 1 QR-200 2' BRONZE WALL MOUNTED OVERFLOW 9 WITH 1-1/2" X 9" POLISHED BRONZE STRAINER. cn ev I" BRONZE FLOOR DRAIN WITH RECESSED 10 1 QD-300 STRAINER AND POLISHED BRONZE PLUG. 1 VW-100 ELECTRONIC WATER LEVEL C014TROL AND 11 LOW WATER CUTOFF SYSTEM WITH WALL Cc u MOUNTED PROBE AND BRONZE JUNCTION BOX. 9 WS-150-N 1-1/2- FLANGED WATER STOP. FEMALE 16 PIPE THREADS. 3 MANUAL MAINTENANCE AND OPERATION MANUAL IN is SOFT BINDER. 1 STARTUP FACTORY START-UP TECHNICIAN PRO- 19 VIDED TO ASSIST IN ORIGINAL START UP AND ADJUSTMENT OF FOUNTAIN SYS- TEM. LIMITED TO TWO CONSECUTIVE LIJ 0 WORK DAYS AT JOB SITE. 20 6 VBA-15-SS 1-1/2" BALL VALVE WITH BRONZE BALL, 0 TEFLON SEAT AND INFINITE CONTROL STAINLESS STEEL HANDLE- PARTS SCHEDULE - SUMP FOUNTAIN ITEM QTY CATALOG NUMBER DESCRIPTION - - - -4° - ---- --- --------- I I WW-1-A-FS ----- -------- 31x 4' DEEP WATER WORKS UNIT OF 3`x- 3'x 'x FIBERGLASS REINFORCED POLYESTER CONSTRUCTION WITH 30"x 3011 BATCH. WATER WORKS UNIT SHALL BE FACTORY ENGINEERED AND TESTED PRIOR TO SHIPMENT BY FOUNTAIN MANUFACTURER. UNIT SHALL CONTAIN A I lip. SINGLE PHASE FOUNTAIN PUMP, 24" SA14D FIL- TER (SAND BY CONTRACTOR), MANUAL ROTARY MULTIPORT BACKWASH VALVE, TIME CLOCK, 4 CIRCUIT ELECTRICAL PA14EL WITH GFI BREAKERS, FORCED AIR VENTILATIONSYSTEM, VALVES, FIT- TINGS, PRESSURE GAUGE, SITE GLASS, FLOOR DRAIN, SCHEDULE so PVC PIP114G WITH UNIONS AND PENETRATIONS. WATER WORKS U141T IS DESIGNED FOR 120/240 VOLT, SINGLE PHASE POWER SUPPLY. 2 2 VC-300-Cl 81' DIA, VENT CAP FOR 3" PIPE, CAST IRON CONSTRUCTION WITH STAINLESS STEEL FASTENERS. 3 1 C-150 1-1/2" BRONZE CASCADE NOZZLE WITH NATURAL BR014ZE FINISH. 4 1 QA-8-BP 8" ANTI-VORTEX PLATE WITH INTEGRAL SUMP AND BRASS PLATE. 5 1 Q-200-D 2" STAND WITH REMOVABLE BRASS STAND PIPE AND NATURAL FINISH 6 1 U-75-N-BP FLOAT OPERATED WATER LEVEL CONTROL OF BRASS AND COPPER CONSTRUCTION WITH FORMED CycoLAC NICHE AND BRASS FACE PLATE. 7 3 60-50-RG 500 WATT, 120 VOLT, UNDERWATER FOUNTAIN LIGHT WITH BRONZE SWIVEL YOKE MOUNT, ROCK GUARD AND THERMAL CUTOFF DEVICE. (LAMP BY OTHERS) 8 1 JB-4 BRONZE UNDERWATER JUNCTION BOX. 9 3 CC-50 1/2- BRASS CORD COMPRESSION SEAL. 10 1 PC-4000 RE-ENTERABLE POTTING COMPOUND 11 1 WS-150-N 1-1/2" PLAN GED WATER STOP, FEMALE PIPE THREADS. 12 1 WS-75-10 3/4" FLANGED WATER STOP- 10" LONG. 13 3 MANUAL MAINTENANCE AND OPERATION MANUAL IN SOFT BINDER, 14 1 START UP FACTORY START-UP TECHNICIAN PRO- TO ASSIST IN ORIGINAL START VIDED UP AND ADJUSTMENT OF FOUNTAIN SYS- TEM. LIMITED TO TWO CONSECUTIVE WORK DAYS AT JOB SITE. A w CIENER ft-L Nr%TES): AU, FCv/`M1N MrOMNIIA,�' t�uMqtWr -y",c ATr MK 12l vri/ '5r� ir,';TIVATION. 6 SF= z -3 C) cn 7P c) Ir uj 0- 0 E PARTS SCHEDULE UPPER FOUNTAIN UJ uj ITEM QTY CATALOG NUMBER DESCRIPTION - --------- WW-1-A-FS ----- ----------- V 31X 41 DEEP WATER WORKS UNIT OF FIBERGLASS REINFORCED POLYESTER WITH A 30"x 30' HATCH. CO CONSTRUCTION WATER WORKS UNIT SHALL BE FACTORY m cr M ENGINEERED AND TESTED PRIOR TO SHIPMENT BY FOUNTAIN MANUFACTURER. C) UNIT SHALL CONTAIN A I HP. SINGLE cs PHASE FOUNTAIN PUMP, 24" SAND FIL- cn ev TER (SAND BY CONTRACTOR), MANUAL gy ROTARY MULTI PORT BACKWASH VALVE, Cc u TIME CLOCK, 4 CIRCUIT ELECTRICAL cn Lij PANEL WITH GFI BREAKERS, FORCED AIR z V) C,;) VENTILATION SYSTEM, VALVES, FIT- P-_ co TINGS, PRESSURE GAUGE, SITE GLASS, FLOOR DRAIN, SCHEDULE 80 PVC PIPING WATER LIJ 0 WITH UNIONS AND PENETRATIONS. WORKS UNIT IS DESIGNED FOR 120/240 0 VOLT, SINGLE PHASE POWER SUPPLY. 2 2 VC-300-CI S" DIA. VENT CAP FOR 3" PIPE, CAST IRON CONSTRUCTION WITH STAINLESS STEEL FASTENERS. 1 C-150 1-1/2" BRONZE CASCADE NOZZLE WITH 3 NATURAL BRONZE FINISH- 8' ANTI-VORTEX PLATE WITH INTEGRAL 4 1 QA-8-BP SUMP AND BRASS PLATE- 5 1 QR-150 1-1/2- BRONZE WALL MOUNTED OVERFLOW WITH POLISHED BRONZE STRAINER. 3" BRONZE FLOOR BRAIN WITH RECESSED 6 I QD-300 STRAINER AND POLISHED BRONZE PLUG. FLOAT OPERATED WATER LEVEL CONTROL 7 1 U-75-N-BP OF BRASS AND COPPER COIISTRUCTIO14 WITH FORMED CyCoLAC NICHE AND BRASS 6 1 FACE PLATE. Li_, 8 3 60 -50-RG 500 WATT, 120 VOLT, UNDERWATER LIGHT WITH BRONZE SWIVEL z I- _j ccs FOUNTAIN YOKE MOUNT, ROCK GUARD AND THE RMAL cl- CUTOFF DEVICE. (LAMP BY OTHERS) BRONZE UNDERWATER JUNCTION BOX- U) 9 1 JB-4 1/2" BRASS CORD COMPRESSION SEAL. U-1 ui 10 3 CC-50 11 1 PC-4000 RE-ENTERABLE POTTING COMPOUND 12 1 WS-150-1; 1-1/2- FLANGED WATER STOP. FEMALE LIJ PIPE THREADS. 13 1 WS-75-10 3/4' FLANGED WATER STOP. 10" LONG. U) 3 MANUAL MAINTENANCE AND OPERATION MANUAL IN c) uj 14 SOFT BINDER. l'-_ err > 15 1 STARTUP FACTORY START-UP TECITNICIA14 PRO- START c) VIDED TO ASSIST IN ORIGINAL c- UP AND ADJUSTMENT OF FOUNTAIN SYS- 0:14 < TEM. LIMITED TO TWO CONSECUTIVE WORK DAYS AT JOB SITE. A L ce_ Z' Ln < 7t c: 0 c 0 0 A w CIENER ft-L Nr%TES): AU, FCv/`M1N MrOMNIIA,�' t�uMqtWr -y",c ATr MK 12l vri/ '5r� ir,';TIVATION. 6 SF= z -3 L, r