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HomeMy WebLinkAbout541 Palmetto Ave 09-308RECEIVED CITY OF SANFORD PERMIT APPLICATION NO V 52008 Application #: `' V Submittal Date: (, Job Address dq P. �� /Y� {?; Value of Work: $ �i'�S,�iq:J . (O Parcel ID: ,� 5 l q ' 2U i 1 - DOOO OOH Zoning: Historic District: Description of Work: Jn4Q J, Mk6 B "C� I C1 ynu Ilia l nc4_ Square Footage: _ Permit Type: Building ❑ Electrical V Mechanical ❑ Plumbing ❑ Fire Sprinkler /Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS '�r' Addition/Alteration 1' Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non - Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial T. Industrial ❑ Construction Type: # of Stories: # of Dwelling Units Occupancy Use Group(s): Flood Zone: (FEMA form required) ........................................................................................... ............................... Property Owner: � .61 (24 �� -cm 1V [_-i_.C_ Contractor: ­Tc''bA 4 lEkelqn(-A Cc.'rA`C xr -kcX -S Address: T, "-" -4 r iC+'% n, I Address: Phone: E -mail: Phone: �UO State License Number: C) (Y—) 4 p Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Plan Review Contact Person: Phone: Fax: E -mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found ' th public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state age is , or federal agencies. Acceptance of permit is verification that I will notify the owner of d prop rty of the re iremc is of Florida Lie v, FS 713. _n.�..(%7 � _) l0 -z8 - 2aoF � / b/ .V /O Signature of Owner /Agent Date Signature of Contractor /Agent Date Print Own A am Print Contractor /Agent's Name /�a$•08 Sig rc otary-State of Florida Date KIMBERLY S. MORRISON NOTARY PUBLIC -STATE OF FLORIDA COMMISSION # DD759345 EXPIRES 2/17/2012 BONDED THRVX- 888- NOTARY1 Owner /Agent is _Y Personally Known to Me or _ Produced ID :o1►°Y r�� Notary Public State of Florida Deborah Wiedrich o` My Commission DD747762 Expires 04 /0412012 Contractor /Agent is Produced ID _ 0 a ;�;-o6 to Me or xftwlz APPROVALS: ZONING: UTIL: FD: ENG: BLDG. Special Conditions: .� Rev 07.07 IL i4TPRPAEtETI -t51C' - - -- Iq A r A ADDR• l n NOTICE OF COMMENCEMENT Tax Parcel Identification Number 25-19-30-515-0000-002A THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description): LAND ONLY LOTS 2 & 3 SANFORD RIVERFRONT PROJECT PB 14 PG 88 a) Street (job) Address: Palmetto Ave. N. 2. General description of improvements: Install new area landscape lighting, 200amp, 3 -phase 120/208 volt panel 3. Owner information a) Nameandaddress:City of Sanford c/o TFA IV LLC b) Name and address of fee simple titleholder (if other than owner) (� c) interest in property 4. Contractor information 1 a) Nameandaddress: Tri City Electrical Contractors, Inc. �fjio Ly��{},•� �t.Jn� -r+�� b) TelephoneNo.: 407- 788 -3500. Fax No.(Opt)407- 332 -1791 5. Surety Information a) Name and address: b) Amount of Bond: 6. Lender c) TelephoncNo.: Fax No. (Opt.) CERTIFIED COPY a) Name and address: b) Phone No. 7. Identity of person within the State of Florida designated by Owner upon whom notices or other documents may MARYANNE NORSE CLERK OF CIRCUIT COURT be served: SEMI I a. Name and address: o� b. Telephone No.: Fax No. (Opt) BY- 8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided " in Section 713.13(1) (b), Florida Statues: a) Name and address: b) Telephone No.: 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER TnE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY; A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMI4IENCBNG WORK OR RECORDING YOUR NOTII OF COMMENCEMENT. STATE OF FLORIDA t.yl COUNTY OF SIE/L! /dIOL Signature of Owner or wnersAuthor]", fce/Director FncD (A ,ELL-if Print Name Tl1e foregoing instrument was acknowledged before me, a Florida Notary, this � S day of OG'iDflr/Z , 20 —c_, by: Fes. -u� °c cE� as Vwwa -6r-7 Ig4.1h,6£2 (type of authority, e.g. officer, trustee, attorney fact) for L' .'i y. D- (name of party on behalf of whom instrument was executed). Personally Known ✓ u cl Identification Type KIMBERLY S. MORRISON Notary Signatu Notary Stamp or Seal: NOTARY PUBLIC- STATE OF FLORIDA COMMISSION # DD759345 -AND- EXPIRES 2/1 /2012 11. Verification pursuant to Section 92.525, Florida Statues. Under penalties�lfDpBtt}IIilY3_�Ul�@ q . hat 1 have read the foregoing and that the facts stated in it are a to the best of my knowledge and belief. Signature of Natural Person Signing (in line 910 above) MARYANNE NORSE, CLERK OF CIRCUIT COURT CLERK OF SEMINOLE COUNTY BK 07083 Pg 1037; (ipg) FILE NUM 2008 122150 RECORDED 10/30/2008 11:39133 AN RECORDING FEES 10.00 RECORDED BY T Smith 31111111 II 1111 IA All It All 11 111 11111 II ter 111111111 too o all at ions NTY, FLORIDA OCT 3 0 i C I T Y O F S A N F O R NORTHSHORE/ MARINA ISLAND PHASE 2 -BID- PACKAGE "D" ELECTRICAL t�S ARE REVIEyVi � FOFTlSERM�T. AA PERMIT ISSUaFn c 7 Tn AND TO nc NSE TO PROCEED WITu ,j I- , � R-i-C)MUNI City officials COMMISSIONERS District 1: Art Woodruff District 2: Velma Williams District 3: Randy Jones District 4: Kevin Hipes CITY MANAGER Robert P. Yehl PUBLIC WORKS DIRECTOR Tom George COMMUNITY REDEVELOPMENT AGENCY Chairman Robert "Bob" N. Parsell Jr Vice Chairman Robert Kuhn Charles Rowe Jeff Triplett Bruce McKibbin FDEP LAND AND WATER CONSERVATION FUND Index of Sheets 1. COVER SHEET 1A. GENERALNOTES 2. SITE DIMENSION PLAN 3. SITE GRADING PLAN 4. CONCRETE DETAILS 5. SEAWALL DETAILS 6. SEAWALL AND REVETMENT DETAILS E -1. S ITE ELECTRICAL PLAN E -2. SITE ELECTRICAL POWER E-3. SITE ELECTRICAL DETAILS E -4. SITE ELECTRICAL RISER Architects 5 GENERAL PROVISIONS 1. THE CONTRACTOR SHALL RECOGNIZE AND ASIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60.553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 2. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS. 3. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO ABIDE BY THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND SUBMITTING NPDES'NOTICE OF INTENT- (N.O.I.) AND 'NOTICE OF TERMINATION- (N.O.T.) NOTICES TO THE EPA OR LOCAL STATE AGENCY HAVING JURISDICTION OVER THE NPDES PROGRAM. THE CONTRACTOR SHALL KEEP ONSITE A COPY OF THE SWPPP• NOI, AND WATER MANAGEMENT DISTRICT PERMITS ISSUED TOGETHER WITH THE INSPECTION REPORTS AND CURRENT PLANS, INCLUDING ANY MODIFICATIONS REQUIRED. 4. IN THE EVENT THAT WATER IS ENCOUNTERED DURING CONSTRUCTION, DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6' PUMP VOLUTE; 2)100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3)1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD). THE ENGINEER AND /OR OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED. 5. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY BOUNDARY, RIGHT -OF -WAY AND EASEMENTS, AND OTHER AREAS SPECIFICALLY DESIGNATED FOR CONSTRUCTION. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 6. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHTTO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 7. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS, RIGHTS OF WAY, AND OTHER TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY OTHER PROFESSIONALS. CPH ENGINEERS, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. S. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL CPH ENGINEERS, INC. IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS. 9. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER. UTILITY GENERAL NOTES 1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE. 2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. 3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON - PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES. PER FLORIDA STATUTE 553.851, THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIOR TO STARTING EXCAVATION. 4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. AT MARINA ISLAND AT SANFORD NORTH WRF BELL SOUTH BELL SOUTH ATTN: JIM FARRELL ATTN: JIM FARRELL 407 - 273 -5084 407- 273 -5084 BRIGHT HOUSE NETWORKS BRIGHT HOUSE NETWORKS ATTN: MARVIN USRY ATTN: MARVIN USRY 407 -532 -8509 407 - 532 -8509 PROGRESS ENERGY FLORIDA POWER & LIGHT ATTN: JEFF HERRING ATTN: CHARLIE JOHNSON 407 - 6231010 407- 328.1922 FLORIDA POWER & LIGHT FLORIDA PUBLIC UTILITIES ATTN: CHARLIE JOHNSON ATTN: DAN SCRIBBEN 407 - 328 -1922 386 -668 -2600 FLORIDA PUBLIC UTILITIES LEVEL 3 COMMUNICATIONS LLC ATTN: DAN SCRIBBEN ATTN: NETWORK RELOCATIONS DEPT. 386 - 668.2600 877 - 366 -8344 CITY OF SANFORD CITY OF SANFORD ATTN: RICHARD BLAKE ATTN: RICHARD BLAKE 407 - 3335609 407- 330 -5609 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE ENGINEER. 7. TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR AN ALTERNATE METHOD TO THE ENGINEER FOR APPROVAL AND USES MATERIALS AS DESIGNATED IN THE SPECIFICATIONS. 8. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IFTHE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 9. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. TRAFFIC CONTROL 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (M.O.T.) PLAN PRIOR TO CONSTRUCTION. THE M.O.T. PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, ANDBARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE M.O.T. PLAN SHALL BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION. ALL PROPOSED ROADWAY AND DRIVEWAY LANE CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 4:00 P.M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED M.O.T. 2. ALL CONSTRUCTION SIGNING AND MARKINGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH FDOT INDEX NO. 600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE PLACEMENT OF THE SIGNING AND MARKINGS SHALL BE APPROVED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. 3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION. 4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION. 5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST. 6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS. 7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY. 8. WHEN WORK OCCURS WITHIN 15-FT OF ACTIVE ROAD TRAVEL LANES BUT NO CLOSER THAN 2-FT FROM THE EDGE OF PAVEMENT, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 500 AND 602 9. TYPE I OR TYPE 11 BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OFTHE ROAD WHEREVER DROP -OFFS OR OTHER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL. SUCH PAVEMENTS ARE OPEN TO PUBLIC USE. Gegineen Scale: N.T.S. Sheet No. 9/28105 ADDED DETAILS NKB © Drawn by. DT 1/05 M s�•°no� © Checkedh NKB 1/05 Date: JAN, 2005 orthshore/ Marina Island N ci�q T7 ^,w,„r.,am,;,.n, PHASE 2 - BID PACKAGE D" �""" GENERAL NOTES �A Y� — ALn°,{rm:e GavieA Gbadi. P.E. 0' r , n can. 38603 © ApprC -ift . DAG 1/05 Job No. 50667.1 c T Y o F s A N F o a o " °,,,•^ ^^ ri nT, n� �x..w.a n,,,,, + c°.npnn a /AurLoncnrian Na 3315 File: GENERAL NOTES LINE OF MAINTENANCE EASEMENT �FLOATING TURBIDITY BARRIER (—SEE DETAIL "B" SHEET- 4 \ \/1/ r'. \. \rill r= % >! ` ���,.. I _7 WORK INCLUDED IN PHASE 2 T & C" 1 ALL CONCRETE SIDEWALKS, PAVILION FNDS/PADS MICS. CONC. 2 NEW POTABLE WATER INCLUDING STREET CUT AND PATCH �� �! ^/ a =� ` _ SEE DETAIL "N'SHEET -4 EASEMENT GRANTED BY THE "BOARD OF TRUSTEES OF 'HE INTERNAL IMPROVEMENT TRUSTFUNO" NO. 26452 (344G'-5C-)O.'N bdARCH 13, 198-1 FOR "A BREAKWATER AND SHORELINE STABILIZATION EASEIM ENT FOR THE MAINTENANCE OF THE SHORELINE ........... THIS PROJECT INCORPORATES VARIOUS FORMS OF -STABILIZATION REQUIRED TO RE STABILIZE THE EXISTING NORTH SHORELINE OF THE MARINA ISLAND. N b, i - 3806 t 4 --LINE OF MAINTENANCE tlll'91 0� EASEMENT PROPOSED 2'SEAV,'ALL v N. c.) 3R, LINE OF I'A.AINTENANCE EASEMENT 0) PROPOSED BEACH REVE TN EN� P� r 4- I E i li r i t r —PROPOSED BOAT RAMP BM NO. 3296 0 k NORTHING 1628064 11 FASTING 570952 f USC&GS BRASS DISK *A-198*-60'W OF C/L OF PALMETTO AVE. 130'N. OF C/L OF EAST 67 1ST ST. SET VERT. IN. E. FACE OF BUILDING 3.5'S. OF N.E. CORNER OF OLD BRICK SANFORD LIBRARY 1.5' ABOVE SEA LEVEL OF GROUND No. Date Revision [App roved INo. 1 Date I Revision Approved GMC 1105 L Scale: 1­ 40' Sheet No. Drawn b,. DT 1105 416/051 PER FDEP COMMENTS I DAG Northshore/ Marina Island 9!28/05 ADDED SIDEWALK TO PAVILIONS NKB Checked by: NKB !122 1 Dab1E__0. JAN. 2005 Approved by: DAG ';.�i S0667.1 Bid Package "B" SITE DIMENSION PLAN Phase 2 36647 2 SDP .11, .1 IT I 0__ I of 1 ,—LINE OF MAINTENANCE EASEMENT j I REGRADE ALONG WAIL 0 PROPOSED ELEV, 4.4 PROPOSED 2'SEAVVALL (TOP OF tAIALL - ELEV. = 8.0) WORK INCLUDED IN PHASE 2 T & C" 1 ALL CONCRETE SIDEWALKS, PAVILION FNDS/PADS MICS. CONC. 2 NEW POTABLE WATER INCLUDING STREET CUT AND PATCH 3 BEACH SAND 4 FINAL GRADING FOR LANDSCAPING 101ATER. LINE ESTABLISHED AT 3 ANNUAL AVG. ELEV, OF .01i REMOVEIREPLACE OF CULVERT TO FLUSH WITH NEV.,SEAVvALL SEE DETAIL SHT. - 5 N i RAINBIRD 44 RG QUICK COUPLING 5 %J T AVLE I N 8 OX (SEE D E I E Al L - SHT. I A) REMOVEi REPLACE OF CULVERT TO F LUSHIVVITHI NEW SEAWAL L SEE DETAIL SHT, - 5 — FLOATING TURBIDITY BARRIER (PER FDOT INDEX NO. 103' A 2" P E VNl-.4 21 J I OE OF REVETt'ENT ESTABLISHED 6s- E L E V. 0. C: 2�P �AM 314't/.-ETER& I LRI Z ASSENIBLY RAINBIRD 44 RC QUICK COUPLING VALVE IN BOX (SEE DETAIL SH ­T 'A, OVERLAY ASPHAI - TJVITH I" ___ ?_MICRO. OVERLAY EXISTING1,1AIN 'NISERVICE SADDLE & CORP.,' EXISTING 8"'NATER MAIN (FIELD VERIFY SIZE AND LOCATION-) REMOVE & REPLACE 12" CNIP WITH NEW 1 tJc A ADD 5" WIDE SIDEWALKS TO PAVILIONS 1. 61 X 24, X 6" - CONC'_'_' PAD (MO PSI) FOR PICNIC PAVILION.' (SEE DETAIL SHEET 'I') *c] 9 —LINE OF t-.1AINTENANCE \1 EASEMENT It PROPOSED CONCRETE A BLOCK REVETNIENT OVERLAYED 1.'VITH BEACH SAND PROPOSED BEACH SAND Lj PROPOSED RE- GRADING _F_ PROPOSED SILT FENCE No. 1 Date I Revision IAppmedl No. FDate Revision jAppmedibesi—gne—dby, —1 GMG 1 1105 1- I__"' 1 Northshore/ Marina Island I e..o.. Phase 2 - Bid PaCka!g ..... __ D,M k GieraW. P.E. 3W2 SITE GRADING PLAN Sheet No. 43 1 O- 416105 PER FDEP COMMENTS DAG EXTEND WM TO PAVILIONS NKS D.— by. DT 1/05 1L_10�51 PER FDEP COMMENTS I DAG41 Checked by: NKB 1105 Dale: JAN, Iffil !�� ,12, -i '5 M4 PER CITY COMMENTS DAG App—.d by. DAG 1105 0 7A a 1911/051 PER CITY COMMENTS DAG C­ifimf­fA.1h,n­i,.N.3215 File: SGP PROVIDE EXP. JOINT@ EDGE OF PAVILION FND /PAD TREE PLANTING AREA - (TYP.) (RELOCATE TO ACCOMMODATE 20'X 20' PAVILION 4 DETAIL T' z a N.T.S. 20' -0" THIS WORK HAS BEEN COMPLETED DURING PRIOR PHASES OF CONSTRUCTION INFORMATION IS PROVIDED FOR CONTRACTOR REFERENCE ONLY. SAW -CUT EXP. JOINT @ 20' O.C. TYP. FILL W/ JOINT SEALER L— 5'x5' GRID PATTERN (TYP.) CONC. TO HAVE A LIGHT BROOM FINISH SAW -CUT EXP. JOINT @20' O.C. TYP. FILL W/ JOINT SEALER O O 0 N STAIRWELL DETAIL "B" N.T.S. Revision 1 =v. _ 24' -0" I = I SECTION "C" a a N.T.S. 1 1 ' 41 - 16t4' r —t SECTION "D" a a N.T.S. 4 EA. - 3/4 "0 A307 ANCHOR BOLT W/ 12" MIN. EMBEDED LENGTH INTO THE FOUNDATION AND 5" MIN. PROJECTION ABOVE THE FINISHED SLAB. TYP. AT ALL I EA. 3/4"0 A307 COLUMN FOUNDATIONS. /-4 ANCHOR BOLTS E I I 4 4 I I I 0 ± 9 I �I I 0 1 0 I N c I 1 3 - #5 EW T/B ° 1 CV I I I 2'-0" 2' -0,r SECTION "E" COLUMN FOUNDATION DETAIL E a a N.T.S. N.T.S. 20' -0" 16' -7" 20' -7" ��. 6" THICK r; N i` o STEEL TROWEL FINISH- io T t }� _ FND "A' —� I r I FND "A" —/ TYP / * NO GRID PATTERN REO'D ON THIS NR STYLE PAVILION SLAB. GRID PATTERN ON SLAB TO MATCH SIDEWALKS - BROOM FINISH PAVILION SLABISI FOR BEACH AREA N.T.S. Drawn by. DT 1/05 Scale: AS SHOWN a °'�'^^ o Norlhshore/ Marina Island n Sheet No. Checked by. GMC 1/05 Data: JAN. 2005 uo� .,r.r.a r.�A "wu "r p A roveeb DAG 1/65 Phase 2 - Bid Package 'D" CONCRETE DETAIL 4 App a, Job No. 50667.1 cA.. ..srm 6aNaACivarn. P.E. rr, µre c r �' 3fi642 o In re rc. Y O F S A N F O R O rw� < ^rnr^.s..< nan r.as.tixsy�an.ur:1u ` I 1A1 I !'..NF..r. el A.rl�.: -�rf�. u,. :ors c:le• een�nrn�� nerni� C 1 T - .__,_•,,..... O— 24' -0" 20' -7" ��. 6" THICK . i` o STEEL TROWEL FINISH- io T t }� _ FND "A' —� I r I FND "A" —/ TYP / * NO GRID PATTERN REO'D ON THIS NR STYLE PAVILION SLAB. GRID PATTERN ON SLAB TO MATCH SIDEWALKS - BROOM FINISH PAVILION SLABISI FOR BEACH AREA N.T.S. Drawn by. DT 1/05 Scale: AS SHOWN a °'�'^^ o Norlhshore/ Marina Island n Sheet No. Checked by. GMC 1/05 Data: JAN. 2005 uo� .,r.r.a r.�A "wu "r p A roveeb DAG 1/65 Phase 2 - Bid Package 'D" CONCRETE DETAIL 4 App a, Job No. 50667.1 cA.. ..srm 6aNaACivarn. P.E. rr, µre c r �' 3fi642 o In re rc. Y O F S A N F O R O rw� < ^rnr^.s..< nan r.as.tixsy�an.ur:1u ` I 1A1 I !'..NF..r. el A.rl�.: -�rf�. u,. :ors c:le• een�nrn�� nerni� C 1 T - .__,_•,,..... O— 10 CONCRETE CAP-1 10 a_ ` .J# ELEV.8.00' a i 6 ANCHOR LATE = ='III ws:? 1- 1 /4 "DIAX18' 6 I —ill I ^.r . @10'O. A PRO PILE IDE FILTER (MIRAFI 50 FABRIC BEHIND X OR EQUAL) ( :I �ii� -_,;� �' III . = III: EXISTIN GRADE 4 I� _.._11,._ _.1 __., 4 SHEET PILE TO ELEV. 3.0 7 ELEV. 3.dONWL ;i 0 PROPOSEDSEAWA -2 I -2 PZM -16 X 16' SHEE FING -4 -4 -6 -6 -a ELEV. -7.75' - a a ical Cross Section 2 5 1-120. 1'-7 TYPICAL STORM PIPE CONNECTION AT SEAWALL I 4' iI REMOVE / RECONFIGURE EXISTING T E.F. 12" RCP TO FLUSH W/ NEW SEAWALL ASSHOWN CONNECT NEW 15" RCP TO SEAWALL 3 Concrete Detail 3 5 1• -s' IN PILE TO EBAR FRONT & BACK OTH SIDES OF PILE COAL OXY WHERE IN CONTACT W/ CONCRETE `k THIS WORK HAS BEEN COMPLETED DURING PRIOR PHASES OF CONSTRUCTION INFORMATION IS PROVIDED FOR CONTRACTOR REFERENCE ONLY. BRILL 1 1/2'0 HOLE AT NA OF PILE - 5'O.C. AT INV. ELEW. 3.0' FILTER CLOTH 'BAG' WITH COURSE AGGREGATE ff Y.f _ r WATER y, 1 ^f N.A. SIDE ffYf Weep Role Retail N.T.S. F':�`; IC .. 3000 PSI CONCRETE S - 3.71 IN 3 TI 1 = 7.42 IN 4 ,-5 EA. Y 6 BARS CONTINUOUS TI - 0.160 - -e 3 STIRRUPS 2 6. O.C. 4.0' T2 - 0.145 T2 TI 12:0' COAT BOTH SIDES OF PIPE V/ COAL TAL EPDXY VHERE IN CONTACT V/ CONCRETE Concrete Can N.T.S. Sheeting Section Pzm -16 N.T.S. SHEET PILE ®' 10 I <D I Q I 0 I o I De I o I Oe 1 01010 1 12 1 1e I 1s 1 1e 1 to 1 0 1 1e 1 1v 1 0 1 0 1 0 1 © 1© 1 0 1 20 1 PANEL NO.0 I I I I I I I I I r-WEEP HOLES (5' O.C.) WATER SIDE (FRONT) I ANCHOR ROD (TYP) SOIL SIDE (BACK) I DIRECTION OF CONSTRUCTION (CAN BE REVERSED) I I TYPICAL JOINT DETAIL 10, O.C. 1 10' D.C. 130' SECTION (TYP.) 5' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' zo NI < I ALL AT STAIRS (TYP-) Typical Tle -Back Plan N.T.S. I 0 Q 4!6105 PER FDEP COMMENTS DAG �.I.: ASSHOWN Sheet No. Q Drewnby. DT 1/05 Northshore/ Marina Island s """' °' © 18124/051 PER CITY COMMENTS DAG Q Checked by: NKB 1/05 JAN. 2005 . —.1 ; ;; Approved by: DAG 1/05 . 50667,1 Phase 2 - Bid Package " D" , ° frN ".,• "• . -� David A. G1 oh. P.E. SEAWALL DETAILS 11. Na,12/5 O R O ams 'r 38602 EAWALL DETAIL 0— i . I 0 Q 4!6105 PER FDEP COMMENTS DAG �.I.: ASSHOWN Sheet No. Q Drewnby. DT 1/05 Northshore/ Marina Island s """' °' © 18124/051 PER CITY COMMENTS DAG Q Checked by: NKB 1/05 JAN. 2005 . —.1 ; ;; Approved by: DAG 1/05 . 50667,1 Phase 2 - Bid Package " D" , ° frN ".,• "• . -� David A. G1 oh. P.E. SEAWALL DETAILS 11. Na,12/5 O R O ams 'r 38602 EAWALL DETAIL 0— g PROVIDE FILTER, FABRIC BEHIND PILE (MIRAFI 60OX OR EQUAL' FROM TOP OF ALUMINUM SHEET PILE TO ELEV. 3.0 ELEV. -3.00, 1 � SHORT RETAINING WALL -ALUM. PILE W /CONC. CAP TYP. Beach Revetment Getan 2 6 3 6 SCALE: 1"=2'V 1"=2'H ELEV. 8.00' /—NEIAj 6" BEACH SAND /� �/ EROSION CONTROL FABRIC (FvllRAFl 500X OR EQUAL', BENEATH BLOCK ARTICULA T ING CONIC BLGCiC "`, f, REVETIAENT SYSTEM ARMORFLEX OR EQUAL (FILL VOIDS W/ BEACH SAND) — UPPF_REi lID OF ARMORFLEX BLOCK WITH MAT CABLE AT EACH BLOCK FROM CONIC. CAP TO NIAT CABLE INSTALL #4 RESAR HOOP EXTENDING —44 REBAR TO CONNECT HOOP WICABLE (EMBED 6- MIN. IN CONC.) — POURED CONCRETE (3000 PSI) 70 FPROPOl ED GRADE ALUM. � HEET PILE RE 10 No. Date I Revision A roved No. r 0' SIDEWALK :81Th1 C ;NC. CAP !TYP MOTH SIDES! 10 1/05 Scale: "-,AN, SHOWN _ Northshore/ Marina Island �e •'D•• Phase 2 - Bid Package eleumrs /W,AwJvAnF�fwM1 �,w_,,,,.f.ls� -u,e, c°°r°•^°°°r• -s -f �u, „x1 „ =,,._ °,. ” -•�- vw- +n>n' ->u. °­AtlAG�" PE 38612 SEAWALL AND REVETMENT DETAILS Sheet No. 9— � 416105 PER FDEP COMMENTS DAG � :_ .. DT 1/05 85/17/05 8 DAG Q EXISTING GI MDE V Checkedhy: NKB 1/05 8 06/24/05 1&19111051 PER CITY COMMENTS DAG 8 •'a Approved by: DAG 6 1,1 No. 50667.1 6 SOD WITH VX1 — — — ?• ( ��/ . \f �/� i .' s = =�" SAND 6 C° ifi., /AulhvH =°Hon Nu3z15 File: SEAWALL DETAIL 6 , SEASHORE j / �� EXISTING SOIL EXIST NG GRADE PASP LUM BAHI 2 PROF (SEE OSED GRADE GRADING PLA) I' ( - t •CONCRETE SOD (-- "CRUSHEDftCY.BEUDINC 4 0 4 —2 EGRADE TO —4 j ELEVATION 4. -6 i 2 —8 } 2 1 1 0 0 - 2 —2 —4 —4 -6 I —6 -8 -7.75 -8 w` t:J :n 4 1-' T O a J k,11N. TURN LAST 3 BLOCKS DOWN TO PROVIDE 36" COVER WORK INCLUDED IN PHASE 2 "Br' 1 BEACH SAND 2 FINAL GRADING FOR LANDSCAPING --1 Toni Toni Grading Cross Section 3 6 r =zo' r =z• ALUM. � HEET PILE RE AWING WALL No. Date I Revision A roved No. Date Revision :81Th1 C ;NC. CAP !TYP MOTH SIDES! 10 1/05 Scale: "-,AN, SHOWN _ Northshore/ Marina Island �e •'D•• Phase 2 - Bid Package eleumrs /W,AwJvAnF�fwM1 �,w_,,,,.f.ls� -u,e, c°°r°•^°°°r• -s -f �u, „x1 „ =,,._ °,. ” -•�- vw- +n>n' ->u. °­AtlAG�" PE 38612 SEAWALL AND REVETMENT DETAILS Sheet No. 9— � 416105 PER FDEP COMMENTS DAG � Drawn by. DT 1/05 85/17/05 8 DAG Q EXISTING GI MDE Checkedhy: NKB 1/05 8 06/24/05 1&19111051 PER CITY COMMENTS DAG 8 •'a Approved by: DAG 6 1,1 No. 50667.1 -- Y `Y� - -- — — — - - — - -- 30 — — — ?• ( ��/ . \f �/� PROPOSED BEACf SAND 6 C° ifi., /AulhvH =°Hon Nu3z15 File: SEAWALL DETAIL ff� f ��j f� '✓ \' j / �� EXISTING SOIL 2 PROF (SEE OSED GRADE GRADING PLA) I' ( - t •CONCRETE 2 (-- "CRUSHEDftCY.BEUDINC 0 0 —2 —2 —4 —4 —6 -6 -8 —8 --1 Toni Toni Grading Cross Section 3 6 r =zo' r =z• Frontview Ramp 3 6 r =zo• r =r No. Date I Revision A roved No. Date Revision Approved I Desl ned by: GMC 1/05 Scale: "-,AN, SHOWN _ Northshore/ Marina Island �e •'D•• Phase 2 - Bid Package eleumrs /W,AwJvAnF�fwM1 �,w_,,,,.f.ls� -u,e, c°°r°•^°°°r• -s -f �u, „x1 „ =,,._ °,. ” -•�- vw- +n>n' ->u. °­AtlAG�" PE 38612 SEAWALL AND REVETMENT DETAILS Sheet No. 9— � 416105 PER FDEP COMMENTS DAG � Drawn by. DT 1/05 85/17/05 PER FDEP COMMENTS DAG Q Checkedhy: NKB 1/05 pale: 2005 06/24/05 1&19111051 PER CITY COMMENTS DAG 8 Approved by: DAG 1105 1,1 No. 50667.1 PER CITY COMMENTS DAG C° ifi., /AulhvH =°Hon Nu3z15 File: SEAWALL DETAIL c I T Y o F s n N F o cx o B -1 VIA CONTACTOR 2/8.1 #10 GND. -1'C. I 36- 2+8 k 1 /8G IN 3/4" PVG40 -1 TO NEXT (—\ I'DaME L - ELECT. CONTRACTOR TO PROVIDE 'Jr BOLTS AND BOLT PATTERN TO CONCRETE CONTRACTOR. EDGE OF PAVED /L'ONG WLKWAY FINISHED CONC. WALKWAY 24" 218 & IJBG IN 3/4" PrC40 TO NEXT FIXTURE BOLLARD INSTALLATION DETAIL SCALE NONE SITE ELECTRICAL PLAN SCALE 1' - 30' -0' A -1 VIA CONTACTOR 2/8,1/10 GND. -1 "C. LUMINAIRE SCHEDULE Symbol Label Catalog Number Description Lump Lumens LLF NOTES 1. LUMINAIRE MOUNTING HEIGHT SPECIFIED ON SCHEDULE Z. UNITS ARE IN F00T CANDLES. 3. CALCULATIONS ARE AT 0'0" AFG ON 10' X 10' SPACING. 4. POSITION OF LUMINAIRES ARE PLACED TO GIVE OPTIMAL LIGHTING. 5. THESE CALCULATIONS ARE ONLY FOR FIXTURES SPECIFIED. 6. A SEPARATE PHOTOMETRIC STUDY COMPLYING WITH ALL COUNTY /CrIY CODES MUST BE SUBMITTED WITH SUBMRTAL 7. FIXTURE C. IS TO BE PROVIDED BY OTHERS OUR4ING FUTURE PHASES OF WORK. REFER TO E -2 FOR CONDUIT AND JB REO'TS. A -3 VIA CONTACTOR 2N8,1 #10 CNND. -1'C. Im C -1 VIA CONTACTOR 2/8,1//10 GND. —I'C. LRHONIA 6 IN X 3 FT HIGH ROUND ONE 50 WATT CLEAR ® A BOLLPRO; KERB BOLLARD W/ E -17 METAL HALIDE 3400 3 0.75 SOM R5 XXX CR CORROSION RESISTANT VERTICAL BASE—DOWN H36; FINISH POSITION. o C HANOVER AVALON: 9020 W/ 824 0.95 100W INC. LAMP onsult ng g neap ce — IDLY SUSPENDED W/ CHAIN FROM CEILING e➢e Ivaw o,M . Sea 40M . AMnmb Sorr,p. Ilmtle >alt 1.L (4a7) —1-r- SUITABLE FOR SALT WATER ENVIRO. SEE HYDREL SHEET 7200—IOOM120—KM- ® E -2 S 100W MH .75 N0.1 UM UP LIGHT Revision NOTES 1. LUMINAIRE MOUNTING HEIGHT SPECIFIED ON SCHEDULE Z. UNITS ARE IN F00T CANDLES. 3. CALCULATIONS ARE AT 0'0" AFG ON 10' X 10' SPACING. 4. POSITION OF LUMINAIRES ARE PLACED TO GIVE OPTIMAL LIGHTING. 5. THESE CALCULATIONS ARE ONLY FOR FIXTURES SPECIFIED. 6. A SEPARATE PHOTOMETRIC STUDY COMPLYING WITH ALL COUNTY /CrIY CODES MUST BE SUBMITTED WITH SUBMRTAL 7. FIXTURE C. IS TO BE PROVIDED BY OTHERS OUR4ING FUTURE PHASES OF WORK. REFER TO E -2 FOR CONDUIT AND JB REO'TS. A -3 VIA CONTACTOR 2N8,1 #10 CNND. -1'C. Im C -1 VIA CONTACTOR 2/8,1//10 GND. —I'C. MG ENGINEERING INC. W onsult ng g neap ce — IDLY e➢e Ivaw o,M . Sea 40M . AMnmb Sorr,p. Ilmtle >alt 1.L (4a7) —1-r- N0.1 Date I Revision jApprovediND.1 Date I Revision I Approved I Designed by F GMC 1 1105 L Stale: _ Northshore /Marina Island Cph py �am�^ „Ivry srAifrcfa Sheet No. 0 © Drawn by. DT 1105 8 0 Checkedb NKD 1 /OS Dale: OCT,2005 Q Q y: Approved PP by: DAG 1/05 Job No. 50667.1 Phase 2 - Bid Package "B" <°' "" :: ".1.".'�.. DarlaIG11.P.e. ;8642 SITE ELECTRICAL PLAN E.1 Carnrml. oJAutno.i_nuan Na 3215 File: SDP C I T Y O F S A N F O R D .. "�� nnrz Om I11ICX LANDSCAPE nom LIGHT OUGHT) - LARGE FIDm Ilan ...•""" - �""--- ,..^... WITH lOD ■ WN. MIME MOW. LID VO.LWATICAL FLOOD, WITH MARE S@ID. CAM TO MICH PCUPD FD(NIES SINN IN SEET E -1. FIXTURES ARE SHIM IN THIS BEET FOR CLARITY f ,Z1 HVORIL 6KOEL 72D0- 100II20-- 10I- SK -GS-d' _„w✓" .S -b VCV�,LVYACpP: ,NiO°711F 0'1r1U CMA- J /4.0.'.�,__._;;;�.,......: �E�.^�1..�..:i'. �� / T..�..... _.._..- ..^,�:_. ^Z '�-• -- _'.a � 1 -t/I'G 10 PANEL-/B M PANEL .R• uanNC/POxve 7. YF 10 PANEL -B C NGACTOR MA- 1 -1 /4t. RI .IIR OND.-t -1µt 'U111RE 3/10.1/tD I/t D,l /10 cXp,_t'G INC/POWFJi CNNOO 1''GG Mlo. -J /4•G C-B VIA LOHGC CT OR &1 . t IGb01] %4�G /M10. - l J /4t. o "°"°e:. -.,, �.(it tLW t: `�• ,>r...}f'Q ,� �1 'FUTURE -.FOR F TURF UarEENG /PoNLn - ':., 210,1101. °• ---+J PANEL C C-to VIA GO 21'0.'1/ '4* ODR A-7.GI MND - •C. am.- t -t /s'G SrrE ELECTRICAL POWER SCALE 1 /9' - 1' -0' TYPE FSr CAST IETAL - BOX WITH FUME S= RE ECX To CaVG BAY PROVIDE M A11201240 V WITH PVC COATED (2)114-W WM TWIS IM WUI ERPROOF M+c. AMIA1b � aT RrLPrAaE ETII9IED GRADE (REF.) CONIC. BASE S p SI J /4' WIN. CONDUIT �tY ou� :r S PANEL -C A-4 VIA 0,1 MOO. -1 G .S h l• tee,`: A-8 VU, COMALnOR AND 0.1, CLfICX E PN0mC1L 3/141)10 GfO. -J /4'G PANa'" \A -15,17 1-1KG TO PANEL -A FoR FUTURE JM/ne.1HO1 /{'c VERIFY L�Dr„inpN uanxc/POxIA A -11,1] 3141/10 c-0 HA 3 S > i CCnACTOR 2ND % CCU MACTOR ':a %. �' 777 L+"° ,ry, 1'! /'C• A I /14t�1p R PAxn. -c FCR.f1auT1E INAANP/POAFR �. FUIRE� J-WX Jil 1 I 1/4-C. 141 To Pmm� EV711RE { { A £ ILlRNO/PONEIE SEE ouru:TPOEWfNL 20 AMP SPECIAL EVENTS OUTLET SETAIL 50 AMP SPECIAL EVENTS OUTLET DETAIL NRS Wi5 Imo.-- ---- -x (`•-i ; oL....... -o »—q W PIES I- I'MAIDE WEA➢ERMOF (MIIE IN USE TOPE) CUM NOTES L- sm Be OF ODOUR ED PREVENT WATER ENTERING FSY CAST IETAL - - - -- 80 WITH FUNfE SECURE = TO mNC BASE PROVIDE M A/170V WITH PVC COATED (2)1/4W JUL OUPUN CFL WAWEFENOOF LOIC moo" KGEPTAaE DOING. BASE FIMSio at/CE (REF.) 4 PREVENT WATER AT JOINTS 3- PROVIDE CITY LNTN EIGHT TEMP. POWER BOXES FOR CONNECTOR TO MG ENGINEERING INC. ❑ 7/4• WILL COMMIT V �IY DLL SPECIAL EVENT OUTLETS (HUBBELL SPIDER II OR E0.) TYPE FSr CAST IETAL - BOX WITH FUME S= RE ECX To CaVG BAY PROVIDE M A11201240 V WITH PVC COATED (2)114-W WM TWIS IM WUI ERPROOF M+c. AMIA1b � aT RrLPrAaE ETII9IED GRADE (REF.) CONIC. BASE S p SI J /4' WIN. CONDUIT �tY ou� :r S PANEL -C A-4 VIA 0,1 MOO. -1 G .S h l• tee,`: A-8 VU, COMALnOR AND 0.1, CLfICX E PN0mC1L 3/141)10 GfO. -J /4'G PANa'" \A -15,17 1-1KG TO PANEL -A FoR FUTURE JM/ne.1HO1 /{'c VERIFY L�Dr„inpN uanxc/POxIA A -11,1] 3141/10 c-0 HA 3 S > i CCnACTOR 2ND % CCU MACTOR ':a %. �' 777 L+"° ,ry, 1'! /'C• A I /14t�1p R PAxn. -c FCR.f1auT1E INAANP/POAFR �. FUIRE� J-WX Jil 1 I 1/4-C. 141 To Pmm� EV711RE { { A £ ILlRNO/PONEIE SEE ouru:TPOEWfNL 20 AMP SPECIAL EVENTS OUTLET SETAIL 50 AMP SPECIAL EVENTS OUTLET DETAIL NRS Wi5 Imo.-- ---- -x (`•-i ; oL....... -o »—q W PIES I- I'MAIDE WEA➢ERMOF (MIIE IN USE TOPE) CUM NOTES L- sm Be OF ODOUR ED PREVENT WATER ENTERING 7- PROVIDE WEATHERPROOF (WHILE IN USE TYPE) COVERS 2- SEAL END OF CONDUIT TO PREVENT WATER ENTERING. Apll CLUE TO PREVENT WATER AT JOINTS 3- PROVIDE CITY LNTN EIGHT TEMP. POWER BOXES FOR CONNECTOR TO MG ENGINEERING INC. ❑ SPECIAL EVENT OUTLETS (HUBBELL SPIDER II OR E0.) onsu nq q nears m 1n0 4- 50 AMP SPECIAL EVENT RECEPTICIFS AND SPDER -BOX CONNECTORS To MATCH 1ST STREET AND SEMINOLE BLVD. DESIGN 5- ALL WIRING TOP 5 CONNECTIONS. SPLICES. ETC - WADE WATER PROOF r r�' �� ,n. -- � � ---e- 4� mr �� � 4 — - �r Z;Zr No.1 Date I Revision A roved No. Date Revision Approved Designed by. 1 GMC 1 1/05 Scale: 1' = 40' Date: GOT, 2005 Northshore/ Marina Island uqr- m h r;,°i,„.�..r•lX� Sheet No. o © Drawn by DT 1105 Checketl by: NKB 1105 Approved by. DAG 1/05 No. S0667.1 .. .. Phase 2 - Bid PacKage U r1I -r,•r• Cu °- 'r, -`arir OaWtl A3ICn. P.E. SITE ELECTRICAL POWER 0 Ce,fifimf- o /Auf /r°n:nfiun Na SEES ,Rob File: SDP -1 =1.[111 O»y ELECTRICAL SPECIFICATIONS 1. Drawings are diagrammatic and shall not be scaled. Refer to architectural EDE (3 plans and elevations for exact location of all equipment. Electrical contractor assembly of insulated conductor in a flexible metallic enclosure where shall furnish and install all items required for a complete and acceptable /11M <B R E fcenu L SHALL E NA!® VEAICN. GSUPPORT RAfX AS Ilia / (mPKY11 --_.... .. ..__.__.._.........__....___ —.. CROSS BRACING SUPPORT AS aAllElt WY REQUEST A WHC. PANEL and shall comply with all local rules and ordinances having jurisdiction. by the engineer or architect i( ._— ::::::':':' :::::::::::: �D1lfr ONLY AND OONIRACm1R SRMLL PROACE 4. All material shall be new and boor the Underwrites Label (U.L) where PHOTO applicable. from detects for a period f not lass than (1) one year from the date 1 i P6fFI8 OF BRLL SIIPPDflE. YE1OY 5. The electrical system shall be completely and effectively grounded as required charge and shall include replacement or repair of any other phase of the i PHOTO II -Ca- Nair BRANCH PANEL '� I I ADtlICRY1 CROSS BRACING AND NNiE/NtTaW. 9tPPa+f L¢5 AS ifmro fTR A IKST.W.l1ON. requirements by the local utility companies. KF11 NOY BRANCH PANEL NEVI e00\ N! asIRBV110N i 16. Conduit shall be glued and sealed to prevent water penetration. 6. All electrical switch gear shall be by Square D, GE, or Siemens. Substitutes be 17. All whin connections, taps. splices, etc. -mode water-proof. g• P P I� BA.WOI AHM i i CN MAY REQUEST A GONG PANEL "�. �� — _ . I PNFL -YD -- _ YE'RR Special enclosures are required for other classified areas. EDUIPMEM r_— _— _— _— _— _— _— _ —_ —__ n1E TIME tlDa( i CLOCK !i REIN -3i II I I Itu MOTOR I MOTOR IMP. LTD NNE.STOR - - — — — PRMDE ]T. ­V14-0111" I N�-� 1: PPOADE 6L a ]Y a {' oE1T mNaRTE Sue ON OTADE mR RICK r_ —_ —_�SGRFDR I A (ELECIIEDLPYFM 261/IP T�� GLDGN RTYER SUPPLY I TPlEf10CK OtIDE N �- I 9 I P - - - - -- - - 49' MK 1 � a� J j € !.s�F Ul PIVADE GDNOSiE 7, ..,)NEWWBRNICJI f I•.'f[ �i ILw rfF1Da15ro I ?j� rt�JlrI IZL• Bm NEW UG BRANCH ' { aRLns ro laADS "ie•" 5 i tl4tlU115 AS TO ID45 )` RUMORED (Mn ,£ ALW PNLLS •B• k T u IEgIOUD. '�N•' aYATI•,D I N I(RP)_•_I A5 Raxneco (r'.) i REM _L^1 I j� NOV To 24• I PR OveE 1ETEJ PONER 01 TRANS. PROVIDE TRN WITH Or I 230P MBL POEM PHNELS • k . ) SUPPORTS C—AL • (TP.) T' AS REQUIRED. i , N RFJlR SERVICE ELEVATION DETAL FRONT BRANCH PANE_ a -EVATM FETAL � 2WIP i FD N TYPICAL BRANCH PANEL ELEVATION DETAILS ELECTRICAL SERVICE ELEVATION DETAILS I.7 P i NOT TO SOME HOT To scA I p_ B ' ^CJ ELECTRICAL SPECIFICATIONS 1. Drawings are diagrammatic and shall not be scaled. Refer to architectural 10. Separate wire and conduit system may be substituted with factory fabricated plans and elevations for exact location of all equipment. Electrical contractor assembly of insulated conductor in a flexible metallic enclosure where shall furnish and install all items required for a complete and acceptable permitted by local codes. working installation. 11. All work shall be performed by a licensed electrical contractor in a tint class 2. All work shall comply with the latest edition of the National Electrical Code workmanlike manner. The complete system shall be fully operative and accepted and shall comply with all local rules and ordinances having jurisdiction. by the engineer or architect 3. Minimum wire size shall be 112 AWG. Unless otherwise noted, 12. All work shall be coordinated with other trades to avoid interference with all conductors shall be copper with insulation. the progress of construction.. 4. All material shall be new and boor the Underwrites Label (U.L) where 13. The electrical contractor shall guarantee all materials and workmanship free applicable. from detects for a period f not lass than (1) one year from the date of acceptance. Correction of any defects shall be completed without additional 5. The electrical system shall be completely and effectively grounded as required charge and shall include replacement or repair of any other phase of the in Article 250 of the National Electrical Code Table 250 -122. installation which may have been damaged thereby. 6. The electrical, telephone, and cable television installations shall meet all 14. All required Insurance shall be provided for protection against public liability requirements by the local utility companies. or property damage far the duration of the work. 7. NI disconnect switches shall be rated for 200,000 A.I.C. unless otherwise 15. Submit 6 copies of general contractors approved electrical shop drawings. noted. All fuses shall be rated for 200,000 A.I.C. and shall be current limiting. 16. Conduit shall be glued and sealed to prevent water penetration. 6. All electrical switch gear shall be by Square D, GE, or Siemens. Substitutes be 17. All whin connections, taps. splices, etc. -mode water-proof. g• P P must approved by the engineer. P 9. Outlet boxes shall be pressed steel in dry locations. Plastic boxes may be used in lieu of the steel box where permitted by local codes. In damp or wet locations boxes shall be made from cast alloy with threaded hubs. Special enclosures are required for other classified areas. PROVIDE AN Glum mRRL 5@TW ACROSS THE PROMCE L TO DERV THE NNTACTDR DURING DAYUG T ELECTRICAL NOTES: Ot EONRV4TDR SMALL PROADE AND INSTALL NEW NDU -3R, 10 POLE, LIGHTING CONTACTOR, SIXVJtE -D C F BsOJ. CAL jLH1000-YO4 OR EQUAL CDhoKACIOR 57411. ROTATE POEM UGHIING CONTCTM AOLCDG TD THE RACK MOUNTED PANEL AND SIWL MILE THE NEW BRANCH CIRCUITS DESIGNATED THROUGH THE NEW CONTACTOR AS SHOWN OR AS GTHETWASE REQUIRED. CDWRACIOR SHALL WOE CONDCIOII CDR TO THE PHOTOCELL AND TSIECIfTOC AS REDURED FOR PROPER 'ON /OFF' CONTROL CONTRACTOR SHALL COORDINATE THE CONTAGION COL VOLTAGE WITH THE AVAILABLE CONTIOI VOLTAGE FROM THE TMECX= AND SHALL MAKE ALL RKN. CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. O2 COMRACIOR SHALL PRONDE AND INSTALL NEW NDN -3R, SUN MOfN1TFD. PHOTOCELL. INIEIWDC CAT. IK412111 OR EQUAL CONIRAMOR SIA L LOCATE WN PHOTOCELL ON CONDUIT STEM MOUNTED TO NEW PDX. CONTRACTOR SHALL COORDINATE THE CONTACTOR OSL VOLTAGE WITH THE AVARABLE CONDOR. VOLTAGE FROM THE PHOTOCELL AND TWECIDCK AND SERAIL MAKE ALL FINAL REQUIRED CONNECTIONS AS REQUIRED ETE D FOR A COMPL AND OPERABLE SYS)ETL 3 POSITION OMIRO. WITH ON-OFF -AUTO Li-J Li.Li L! TG NEW TO NEW TO NEW BOLLARD BOLLARD TURFED LIGHTING UOffNG RECEPTACLES TYPICAL CIRCUIT CONTROL WIRING DETAIL NOT TO SLATE MG ENGINEERING. INC. I W.I Consulting Engineers is Me EI nM I YPP lol,a bM. 9N N04. Ntmmb SpM1,¢ ilel4o ]Tn{ Ta (4➢')) Tel- Yll.rv. Oar) AFellmn a — __ cave Ne'pM ' N•c Scala: ,' =40' rrrl ^=^ Sheet No. o © Checked DT 1/06 Northshore/ Marina Island p �m /laWw drcMfrN Q © Checked by: NKB „os Dale: OCT. phase 2 -Bid package "DRAM " ' °' :d' Da id A.GWlxn.P.E. SITE ELECTRICAL DETAILS © Approved by: DATA 1 /06 Job No. $0667.1x, �; 36642 ® CerN'fimte ofA ^Il,an:nti ^n Na2215 FIIe: $DP G I T Y O F S A N F O R p Ntir�T. rte O— PANEL 'A' xOIA -JR vo3Aa: 1WIS ROUNfS: 1JWf5 TT aDCAlOES 1VG1 Imm BEVRR mm /I=VK4v zzsL un mlac [ ] 9uLVFS Nol- aNwP�mR Nc laa IKS RATaIO: b5I5JINe Rte PNlFL stu: dtm ax ,Atexsr Ina us AIP sE P1Ne 4: acls d TU9 v aaTCOO rn manmt W NP 1DID apCV6 ASSDIED OKA f0•A SWAT lD•OS (W4TR) O(r C N RWg r K 0 . A c C N CKT K 0 M Aw /p r . LO•IlS (elU1S) Ia50 5}W(O Lm R wIOR xw AIP /p YoIOR IAPrs Lm IxmxO 1K5TTD REIMAOE Ta em 500 em ]b m 1 2/m/1 m11 I 3 - 5 - - - • 4 m/1 4 m/1 e m/1 - - - • 2 4 e m SW 12m IvvaPrr,•nc RImu'veE UP UGHT sPF]]•E 10TmYaE STIES.. RfIIPru•c 1 :1w 1m 41m SSAIEEC{'A"L . C PTME W 1 W/2 ] • 11 - - • e f 12 m/I 1 • 11 - - • 5 12 m /1 m/I sPNs SEPIAS SPm11 RDIPOQE 41m SPSLPPIKRc C SPME SvIEr: sPArz 50/2 15 - - 15 ,s D SPKZ SP.� SAD¢ WXE SPI E 19 • 21 - 13 - - • - • m ?? N m - • SEPALS SP/AE SPACE SPACE �IOE SPICE SPKE 25 • Z7 - m - - - • 20 1e m m • m - SPKE Stv¢ SPK4 mIa sTV2x SPA(E 1 J1 • JJ - a - - - - ss >+ a sP,•a g•Ia SPICE s»ICC SEPALS x M J9 - 41 - - • 49 4x snrr: SPILE JP • 39 - 41 LTG 1425 RSIS 251m SfH rrnus TOR 0 HAT 0 HEAr 0 1K1fOR 0 WB BRNB RfAS 1000 LTC 12m DC 14Je m4a sIe 10TUS YOIW1 G PlWg Ldd10 LEST D Lm Rwle umoq 2 0.0 1 152 1.m tex 0.0 J PK 16R 12 , P1Ug A Lm ]E RCPT! ema 0 HW 0 DA tA0 CONIO.Im Ia mrue OEYND RWg v em edm D O aA AoutsTm TM 1 100 {NO —, 0 0 0 0 OD ADASTW ItY TOWS tm KN miOPa mrAL frflz IOfAL TINIOCSL A 9,5 e d C IA NG L AmDAHm¢FO M TBLEE PHLSE 19LTACE b TOTAL PAVf1 /YPfP•s• PANEL 'C' JE1LL -91 yGLTAGe YNI� I� xoTS ,I• K.JG,o IPfA RAtW etvKmR. 20M /12U'yKIN 1251 Ym 9.01E [ ] 9RllFS IqN- WNgIgmT NL ldO. BUS PING 1101maIG TLB PAID. SPiS 814D dl I xuL IL4D. 223 AIP SEE PI/11I 42 O(R EA TUB N IOGV6 WI BENmR, M ATP LDW IWIFS I5911W nVl .YR PANEL 'B' ADM -J11 s0UAC0 LLY6 REKVe@ xO1FS N aGGOFS H•LR PNm BfdKRO. mer /l2wsx.4v 1u{ un mavE [ I 9ad1LS Hal- cacmmn NC laa M6 PATaRi 11fA1111M 1Le PANEL 5>ffS Bl4D ON L•FfFST ID1n 1]5 TIP SLI JIAIeI {2 CKii FA 1Ne vN• aasaOLS 61 BRFMiR. 4e AW Lan sarAT.s v5m diA l0A➢ SFBSID 1D•ns (vAr1s7 «r L N Rug K 0 T. A e C C x K. T. aTr ROW IY•rs OuTrs) laD SFRSID lm Rile IIOIOR IfAT A� TIP MT 1gIM 8515 lm In11N0 1D1111G A OPEE em ]b m m/1 m/1 l 1 J - 5 - - - - • 2 4 e m 1 m/1 m l Sm 5W 1 IO¢PLV2E R18rILlE SSAIEEC{'A"L . C PTME 44S11m m 41m Wm / 2 1 • 11 - - • 5 12 m /1 m/I SPSLPPIKRc C SPME SvIEr: sPArz ,s D SPI E m - • 24 SPKE SAA[E sPIYE m • m - - 2e W 1 SITYRE mw-CE s SPAa SAILS ss - a - - • x M sPr¢ SPl1E SEPALS vlJZ JP • 39 - 41 - - - Je m 9AJZ s>vrJ: DC 14Je m4a sIe 10TUS YOIW1 G IEV G LEST D 191W1 D sve raWs RSrs 1000 12 , —A Lm k- PHAg Ia»IC eem u0I0R 0 1(M 0 Tars tKTma tn1 0A 14.1 I.W tf.l OD PNFL NYG RelJ6T NWD 1M 205 IIUE xur m wa¢1W Kr 10rAls 100 nDWal PNAg a PNLg C TM 1 100 {NO —, 0 0 0 0 OD ADASTW ItY TOWS tm KN miOPa GE A 9,5 e d C IA NG L AmDAHm¢FO M TBLEE PHLSE 19LTACE b TOTAL PAVf1 /YPfP•s• PANEL 'C' JE1LL -91 yGLTAGe YNI� I� xoTS ,I• K.JG,o IPfA RAtW etvKmR. 20M /12U'yKIN 1251 Ym 9.01E [ ] 9RllFS IqN- WNgIgmT NL ldO. BUS PING 1101maIG TLB PAID. SPiS 814D dl I xuL IL4D. 223 AIP SEE PI/11I 42 O(R EA TUB N IOGV6 WI BENmR, M ATP LDW IWIFS I5911W nVl UWI STN'fD LO•DS (WATTS) LN! ROW N RMY K 0 A B L C e CKT KO 90W T. IKP IOVS DrATIS NFAI Y01M Ia15 Lm Id0 SESTINA Lm PEAS I IIOIt>A I Ndi TIP ItGIIIaIC IKAl1aC REEPOGE 345 am em m/1 m/1 m 1 1 ] - s- - - • 4 11 1 4 m/1 e m 1 SW 500 W5 REQPfAQE A ®rALTE AD1T•4tnr Ie¢PTnE sPrau REIYPUOF — s00 um nm m/1 W/2 ] 9 - u - - - • e m/1 10 m/1 12 ./1 W0 5m R AOZ I�CbE SPARE sP¢ut 13C�rIQE SPA¢ 41m 4: W/2 u tT - u m/1 SPAAg v— w" Stv¢ 19 21 - 1s - - m u 24 SPAR SPACE SPATE s•I¢ SPACE v/CE u • 21 - 29 - - - - • Ie m W sva sPAa SPACE SPACE SDK£ sPArE 31 11 - s - - - 32 34 Je S1VCE SPACE � SPKL SPA(F at - - Ja a2 zolcE svKx LTC 7S) Tars Ta se mrlu 1m xA 0 IHFAT 0 - 0 sue rorNs 0 RWg ,awAT Lm IKAS uOmR OS AI 0.0 t]S 111 tA0 oA u1 0.0 PAfEL WINE PRaECr NMC L"' SAIatlA YARIN PH 54T5 ReMFCT ID.: i0e YLE xEa —A Lm 34e IalS 56m YOIOR 0 MAT 0 n0 m t0.0 mHlQlm KI mOLS CfIYRO Rug a aro 93m 0 0 Inlu w mrArs RWg a 51m 0 0 21 1. 1f15 lOTK CGMLTW NH MIL AD.T6IED K'R THEE RUSE VRTK; PNAg TOWS ma 9Tl! am N IOML PWEC .StI e- ReVISlM ELECTRICA L SYMBOLS Q FLUORESCENT, INCANDESCENT OR HID DOWNUGHT FIXRIRE - CLG MTO. DUPLEX RECEPTACLE - MOUNTED 18• AFF TO CENTERUNE UNLESS NOTED OTHERWISE (G% GROUND FAULT INTERRUPT.. ((P) RE REFRIGERATOR W WEATHERPROOF (R) RED - EMERGENCY DOUBLE DUPLEX RECEPTACLE UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE 205V, IO RECEPTACLE - MOUNTED 18• AFF TO CENTERLINE UNLESS .DIED OTHERWISE ® DUPLEX RECEPTACLE, DATA AND TELEPHONE OUTLET ® DUPLEX RECEPTACLE OUTLET 0 SPECIAL PURPOSE OUTLET - FLUSH MOUNTED IN FLOOR UNLESS NOTED OTHERWISE ® ELECTRICAL METER ® SPECIAL PURPOSE OUTLET OR CONNECTION DISCONNECT SWITCH OJ POWER JUNCTION BOX 0 ELECTRICAL PANEL SOLJD LINE INDICATES EQUIPMENT ON COMMON CIRCUIT AND /OR CONTROLLED BY COMMON SWITCH. EACH CIRCUIT SHALL CONSIST OF A PHASE CONDUCTOR, NEUTRAL AND GROUND CONDUCTOR ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY SNITCH LEGS IN CONDUIT TO ACHIEVE SWITCHING INDICATED ON PLANS. ELECTRICAL CONTRACTOR MAY COMBINE CIRCU95 INTO A COMMON HOMERUN CONSISTING OF A COMMON NEUTRAL AND GROUND CONDUCTOR AND THREE (3) PHASE CONDUCTORS (A. B, AND C PHASE). DOTTED UNE INDICATES EQUIPMENT ON A COMMON CIRCUIT BUT NOT CONTROLLED ON SAME SNITCH DEVICE. O SEE NOTE SYMBOL 3/0 GAD. TO MEk= COLD WATER UNE . PROVIDE JUMBER AT WTR METER (3) 5/8' X20 FT. 00 GROUND ROD 3/0 OWUNDING INCOMING SERVICE INCOMING UNDERGROUND PWYMY SDNICE SAAAT� UnurrY COMPANY PAD - I MOUNTED TRANSFORMER W/ CT METER INSTALLED ON STEEL 20BY /120V. 30. 4W ----B -7 RACK ADJACENT TO CT CABINET IN ACCORDANCE WITH POWER COMPANY RED'S NEW 'MD' 600A BUS -) 2ODA —— _ —_ —__ 4%3/0. 116 CND.- 2 -I/= NEW PANEL A' (2 SETS) 4j35OMCM- 3•C. 2DSY /12OV 30 4W NEMA -3R 22,000 AMPS A.I.C. RATED —1)� A f ------ - - -Ir � — - — - — - — NEW PANEL •B• 10 GND: 2- 1 /21C. NEW PANEL •C IiS CND- 2- 1 /2'C. ELECTRICAL POWER SYSTEM ONE -LINE DIAGRAM NOT TO SCALE GENERA \ ONE -\INE NOTE: CONTRACTOR SHALL RUM TO RESPECTIVE ELECTRICAL PANEL. SCHEDULES FOR ADDITIONAL WFORMATION. ALL HIRING SHALL BE COPPER TYPE THHN UNLESS GTNRWLSE NOTED. RUN 310 CU (LOA FROM WATER PIPE BOLTED ODECTOI TO NICE 20 FT. LONG X 3/4' DRRfN COPPERVE]D OROJNOROD MDT. .10 FT. MART. RODS SHALL S DRIVEN TO A DEPTH M OBTAIN A SO DY OR LESS GPoRD, PORN OMM TEST FOR EACH RID PRIOR TO EaaECTING THE MAD D ODIICIOR FAULT CURRENT NOTES THERE SHALL BE A ILL SI0F5 RATING BETWEEN THE LOADSDE DEVICE IN THE SERVICE ENTRANCE EQUPYEHT AND THE DOWNSTREAM BREAKERS IN THE PANEL BASED ON THE AVAILABLE FAULT CURRENT (NQODNG MOTOR CONTRIBUTION) AT THE UNE SIDE OF THE BREAKERS. CONTRACTOR STALL SUMT ALL SOOES RATING DATA AS A PMT OF THE SERVICE AND DISIRIDTION EDURMFNT SHOP DRAWING S1/BWTTAL AS M OPTION THE CONTRACTOR MAY PROVIDE BREAKERS WHICH EXCEED THE AVAILABLE FAULT CURRENT AS SHOWN ON THE PANEL C@RECTICN POINT. IF INS OPTION IS SELECTED, PRONDE ALG RATING DATA AS A PMT OF THE SERVICE AND DISTRIBUTION SHOP DRAWINGS A CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT LOCAL POWER COMPANY AND COORDINATE ALL NEW WDRK WITH LOCH. UTUT( AND THE UIRJIY COIIPANYS REOUIR02ENTS AS NECESSARY FOR A COMPLETE MD OPERABLE STSTIOL !AG ENGINEERING ANC_ ,onsu ng I,ngll veers . m0 x 2m laoM Diw . 5LRa and . K,atmla SPWR f19rY9 =4 r•L (40TJ Tea- {nt•FP. (407) Tee- 0eea..9P0••.WaOne+rsm• 11•� N m r.nl Y M n.cae•4. e.m9•a v rNYY �IN°.l Q Q Drawn by. a wNtn p — Scle: ' " " han YO CnaW -T0. Inc Sheet No. DT Northshore/ Marina Island �I!� �nn•��0 • '• 0 Checked by: NKB 1105 Dale: OCT. 2005 0 �� wwwT AKA:frn. A iOYedb: DAG ,/05 Phase 2 - Bid Package' DRa �r; ^.Af. R Mf SITE ELECTRICAL RISER E -4 Cw Davk A GIOfaU1. P.E. PP Y Job Na. SOfi67.1 n RT�•r�rrr.ee.r 36602 ® Crrfifimfe PjAufhoH -Nan No.32/5 File: SDP I G I T Y O F S A N F O R O n, 1— 7 ,sue, °° I°L'• D>m