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Home My WebLink About39311 & 39923 Richland RdI PRODUCTION WELLS No. 11 AND No. 12 VICINITY MAP WELL SITE IMPROVEMENTS CITY WORK AUTHORIZATION NUMBER: 10-04 ISSUE FOR BID JANUARY 2012 CITY OF ZEPHYRHILLS LOCATION MAP Sections-24, 25 Township 25, Range 21 •vMqKIM&CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com REV iEW D kTE: v v v CITY�P� Matthew S. Love, P.E. Mckim & Creed Project M Submitted By Date Submitted ••, • SE 'w . C ED PROJEb*Mq �� Av�� 00008._.SSIi4N ..�•`� Matthew S. Love, P.E. #66118 U) z W 75 LJJ O LU F— U) J J LLI N O z 0 z Q 0 z J J L L1 z O U 0 O ry n 0 m ry O L.L LU Z) U) w UJ U) w O U —� li � III'�iGll� V�� I�..I.I i � I�� II�i��1—�•��T I�n�� sill �.I�,E�i ��I I I��I � l—��7—��il;��7i I�i T GENERAL NOTES UTILITY NOTES 1. THESE PLANS ARE SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE EXISTING CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. CONTRACTORS ARE DIRECTED, TO CONDUCT WHATEVER INVESTIGATION THEY DEEM NECESSARY, PRIOR TO BIDDING, TO DETERMINE THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED. 2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING HIS WORK. 3. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS ON THE PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN WRITTEN CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION. 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, STORM DRAINS, SEWERS, UTILITIES, AND OTHER FACILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER. 5. WHERE IT IS NECESSARY TO DEFLECT PIPE EITHER HORIZONTALLY OR VERTICALLY, PIPE JOINT DEFLECTION SHALL NOT EXCEED 75% OF THE MANUFACTURERS' MAXIMUM RECOMMENDED DEFLECTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE EXISTING DRAINAGE SYSTEM WITHIN THE LIMITS OF THE PROJECT AREA FOR THE DURATION OF THE PROJECT. 7. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS AS OUTLINED IN THE SPECIFICATIONS. RED -LINE DRAWINGS SHALL BE CURRENT WITH EACH PAY APPLICATION SUBMITTED AND WILL BE CHECKED AS PART OF THE PAY APPLICATION REVIEW PROCESS. PAYMENT WILL NOT BE MADE TO THE CONTRACTOR WITHOUT APPROVED RED -LINE DRAWINGS. 8. FIELD CONDITIONS MAY NECESSITATE ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED PIPELINES TO AVOID CONFLICTS. NO ADDITIONAL PAYMENT SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND THE OWNERS ENGINEER. 9. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS, AND SPECIALS PRIOR TO FABRICATION OR DELIVERY TO THE JOB SITE. 10. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT WORKMANLIKE MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM DETAILED METHODS, THE CONTRACTOR SHALL PROVIDE COMPREHENSIVE AND DETAILED DRAWINGS FOR OWNER REVIEW AND APPROVAL PRIOR TO MAKING THE CONNECTIONS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FOLLOWING JURISDICTIONAL BODIES AND UTILITY COMPANIES: BRIGHTHOUSE NETWORKS EAST PASCO MIKE KIKER 30432 SR 54 WESLEY CHAPEL, FL 33543 (813)862-0522 EXT. 84263 DIGITAL COMMUNITY NETWORKS PAUL DANA CLARK 3555 PORTER LAKE DRIVE, UNIT 110 SARASOTE, FL 34240 (941)378- 5200 VERIZON FLORIDA INC MR. DAVID WYNNS 1909 US HWY 301 NORTH TAMPA FLORIDA 33619 (813) 627-8343 WITHLACOOCHEE RIVER ELECTRIC MR. COREY LITTLEFIELD COOPERATIVE PO BOX 278 DADE CITY FLORIDA 33526 (352)588-5115 EXT. 1131 CENTURYLINK MR. JEFF GRIFFIN 33 NORTH MAIN STREET WINTER GARDEN FLORIDA 34787 (407)814-5344 PASCO COUNTY UTILITIES MS. GEORGEANN BENNETT 7530 LITTLE ROAD ROOM 205 NEW PORT RICHEY FLORIDA 34654 (727)847-8145 EXT. 8064 INVESTIGATE BEFORE YOU EXCAVATE CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER TOLL FREE 1-800-432-4770 MIN. 48 HOURS BEFORE YOU EXCAVATE RESTORATION AND MISCELLANEOUS NOTES 1. THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTH, CURBS, SIDEWALKS, FENCES, LANDSCAPING AND OTHER IMPROVEMENTS WITH THE SAME OR BETTER TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER. 2. ALL RESTORATION WORK PERFORMED THROUGHOUT THE PROJECT SHALL CONFORM TO EXISTING LINES AND GRADES UNLESS OTHERWISE NOTED. 3. ALL EXISTING FENCES DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND REINSTALLED BY THE CONTRACTOR IN LIKE KIND AT NO ADDITIONAL COST TO THE OWNER UNLESS SHOWN TO BE REMOVED ON CONSTRUCTION PLANS. 4. CONTRACTOR SHALL RESTORE ALL IRRIGATION SYSTEM COMPONENTS TO PRE -CONSTRUCTION CONDITIONS. INDEX OF DRAWINGS GENERAL COVER G-1 GENERAL NOTES AND SHEET INDEX G-2 ABBREVIATIONS, SYMBOLS AND LEGENDS G-3 KEY SHEET CIVIL E) 1 Is 3- PLAN AND PROFILE STA 112+60 TO STA 119+20- -'' e_5' e 6 I7 e8 6 9 C-10 WELL No. 11 SITE PLAN C-11 WELL No. 12 SITE PLAN C-12 DETAILS 1 11. UNLESS OTHERWISE INDICATED OR APPROVED, ALL BELOW GROUND DUCTILE IRON PIPE SHALL C-13 DETAILS 2 HAVE PUSH —ON OR MECHANICAL JOINTS, AND ALL ABOVE GROUND DUCTILE IRON PIPE SHALL HAVE FLANGED JOINTS. C-14 EROSION CONTROL DETAILS 12. ALL PIPELINES SHALL HAVE A MINIMUM COVER OF 36" BELOW EXISTING GRADE UNLESS OTHERWISE NOTED OR DIRECTED. 13. ALL VALVE BOX COVERS AND EXPOSED PIPING SHALL BE PAINTED WITH DESIGNATED COLORS ASSOCIATED WITH THEIR USAGE AS PROVIDED IN THE SPECIFICATIONS. 14. WATER SHALL NOT BE PERMITTED IN EXCAVATIONS AND TRENCHES DURING CONSTRUCTION. DEWATERING IS REQUIRED TO A MINIMUM OF 18" BELOW BOTTOM OF EXCAVATION. 15. ALL NEW PIPELINES SHALL BE FLUSHED, PRESSURE TESTED, AND APPROVED PRIOR TO TIE-INS TO EXISTING FACILITIES. THE CONTRACTOR WILL BE ALLOWED TO USE TEMPORARY PLUGS FOR PRESSURE TESTING. 16. ALL TEST POINT TAPPING SHALL BE CUT LOOSE FROM THE CORPORATION STOP AND COMPLETELY REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. THE CORPORATION STOP SHALL BE CAPPED AND REMAIN IN PLACE. 17. ALL CONCRETE THRUST BLOCKS INSTALLED FOR TESTING PURPOSES AND NOT REQUIRED FOR THE PIPELINE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. 18. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION.THE CONTRACTOR SHALL BE REQUIRED TO INSTALL ALL EROSION, SEDIMENT AND TURBIDITY CONTROL MEASURES PRIOR TO CONSTRUCTION OF ANY COMPONENTS ASSOCIATED WITH THE PROJECT. SEDIMENT CONTROL INCLUDES SILT DAMS, TRAPS, EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED BUT NOT NECESSARILY SHOWN ON THESE DRAWINGS. 19. CONTRACTOR SHALL PROVIDE PROTECTIVE MATTING, FUEL CONTAINMENT AND ALL OTHER MATERIALS, EQUIPMENT AND LABOR TO PROTECT THE STAGING AREA DURING CONSTRUCTION. 20. CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. DEWATERING SHALL BE CONDUCTED IN ACCORDANCE WITH THE BMPS IDENTIFIED IN CHAPTER 4, 4.40 "DEWATERING" OF "THE FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL". 21. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR, LICENSED IN THE STATE OF FLORIDA TO PERFORM CONSTRUCTION STAKING IN ACCORDANCE WITH RULE 61G17-6.004(3) OF THE FLORIDA ADMINISTRATIVE CODE. 22. THE CONTRACTOR IS ADVISED THAT PAYMENT FOR SEDIMENT CONTROL IS TO BE INCLUDED UNDER BID PRICES FOR ALL OF THE ITEMS LISTED ON THE BID SHEET. SEDIMENT CONTROL INCLUDES SILT DAMS, TRAPS, EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED BUT NOT NECESSARILY SHOWN ON THESE DRAWINGS. 23. THE GENERAL CONTRACTOR SHALL PROVIDE SECURITY FENCING FOR ALL OF HIS MATERIALS AND EQUIPMENT STORED OVER NIGHT ON THE SITES. THE STORAGE AREA SHALL BE COORDINATED WITH PINELLAS COUNTY UTILITIES. •EN .,�c� . !r 9 STATE 4F i 0 '+- a,:.H• SEAL v vNICK11\4&CRXED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 ARCHITECTURAL A-1 FLOOR AND ROOF PLANS, BUILDING DATA A-2 EXTERIOR ELEVATION A-3 BUILDING AND WALL SECTIONS A-4 BUILDING DATA AND NOTES STRUCTURAL S-1 STRUCTURAL NOTES, DESIGN LOADS, DESIGN CRITERIA AND LEGEND S-2 WELL HOUSE FOUNDATION PLAN, SECTIONS AND DETAILS S-3 WELL HOUSE ROOF FRAMING PLAN, SECTIONS AND DETAILS MECHANICAL M-1 WELL HOUSE PLAN M-2 WELL HOUSE SECTION M-3 WELL DETAILS 1 M-4 WELL DETAILS 2 INSTRUMENTATION 1-1 P&ID LEGEND 1-2 PRODUCTION WELL 11 P&ID 1-3 PRODUCTION WELL 12 P&ID ELECTRICAL E-1 GENERAL NOTES, SYMBOLS AND LEGENDS E-2 WELL NO. 11 ELECTRICAL SITE PLAN E-3 WELL NO. 12 ELECTRICAL SITE PLAN E-4 TYPICAL WELL PUMP BUILDING SINGLE LINE DIAGRAM AND ELECTRICAL POWER PLAN E-5 ELECTRICAL DETAILS CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS GENERAL NOTES AND SHEET INDEX DATE: FEBRUARY 2012 MICE PROJ. # 4584-0003 DRAWN QES DESIGNED MSL CHECKED JSL PROJ. MISR. MSL SCALE HORIZONTAL: AS SHOWN VERTICAL: NA G-1 STATUS: REVISION ISSUE FOR BID MATTHEW S. LOVE, P.E. No. 66118 www.mckimcreed.com C GENERAL ABBREVIATIONS PIPING ABBREVIATIONS LEGEND @. AT LN. LANE ARV AIR RELEASE VALVE EXISTING PROPOSED ABW AUTOMATIC BACKWASH LP LIGHT POLE BFV BUTTERFLY VALVE A/C AIR CONDITIONER UNIT LS LICENSED SURVEYOR BV BALL VALVE ' ;I TELECOMMUNICATION BOX AC ACRES MAS MASONRY CO CLEANOUT AC ASPALTIC CONCRETE MAX. MAXIMUM CV CHECK VALVE `:; MAIL BOX ABD ABANDONED MCC MOTOR CONTROL CENTER D.I. DUCTILE IRON 40 WATERLINE BLOW -OFF AL./ALUM. ALUMINUM MES MITERED END SECTION DIA DIAMETER ANCH. ANCHOR MG MILLION GALLONS D.I.P. DUCTILE IRON PIPE r WATERLINE SERVICE APPROX. APPROXIMATE MES MILLION GALLONS PER DAY FHA FIRE HYDRANT ASSEMBLY BLDG. BUILDING MHW MEAN HIGH WATER FL FLANGED POWER POLE BM. BEAM MON. MONUMENT GV GATE VALVE BOT./BOTT. BOTTOM NG NATURAL GROUND HB HOSE BIBB CABLE TELEVISION BOX (C) CALCULATED DATA N.T.S. NOT TO SCALE HDPE HIGH DENSITY POLYETHYLENE r?. LIGHT POLE C CHANNEL N0. NUMBER MH MANHOLE C. CONDUIT NP NORMAL POOL MJ MECHANICAL JOINT ``` DECIDUOUS TREES UNLESS OTHWISE NOTED C.B. CATCH BASIN 0 DIAMETER/PHASE PE PLAIN END CCR CERTIFIED CORNER RECORD O/A OVERALL PS PUMP STATION TREE DRIPLINE CHKR CHECKERED OPNG. OPENING PV PLUG VALVE .._...........................---............................... PIPE 12" OR LARGER ABOVE GROUND PVC POLYVINYLCHLORIDE CI R. CIRCLE OR OFFICIAL RECORDS BOOK '�--�-�-��--------� �� ----------------------------------°' CLF CHAIN LINK FENCE (P) PLAT BOOK RED. REDUCER ........... ......... �— CENTERLINE PCCP PRE -STRESSED CONCRETE PIPE SCH SCHECULE _ ,._ PIPE 12 OR LARGER (UNDERGROUND) CMP CORRUGATED METAL PIPE PG PAGE SS. STAINLESS STEEL -„-,----.......---- ----------_---------------- PIPE SMALLER THAN 12" (ABOVE GROUND) COL. COLUMN PLCS. PLACES TBR TO BE REMOVED CONN. CONNECTOR/CONNECTION PLS PROFESSIONAL LAND SURVEYOR UE UNDERGROUND ELECTRIC - --- -- - -- - - PIPE SMALLER THAN 12" (UNDERGROUND) CONC. CONCRETE POB POINT OF BEGINNING COR CORNER POC POINT OF COMMENCEMENT GATE VALVE CPB CONDOMINIUM PLAT BOOK POT POTABLE BUTTERFLY VALVE C/T CURB TIE PP POWER POLE CU. COPPER PRM PERMANENT REFERENCE MONUMENT BALL VALVE 10 1 (D) DEED DATA PROP. PROPOSED I Q I D. DEEP/DRAIN PSM PROFESSIONAL SURVEYOR & MAPPER PLUG VALVE DB DEED BOOK P/T PAVEMENT TIE REDUCER DBL. DOUBLE P.V. PLUG VALVE > D DHW. DESIGN HIGH WATER PVMT PAVEMENT MANHOLE OM.H. DISCH. DISCHARGE PW POTABLE WATER L DN. DOWN R. RADIUS/RISER/RELAY _____ CATCH BASIN ❑ C.B. DRWY DRIVEWAY RCP REINFORCED CONCRETE PIPE E.W. EACH WAY REF. REFERENCED TOP OR TOE OF BANK — — EA. EACH REINF. REINFORCED/REINFOR CING--.-�r_-r�-yr--..yr. f..y�.. PIPING, STRUCTURES OR EQUIPMENT TO BE REMOVED ECMP ELLIPTICAL CORRUGATED METAL PIPE REQ'D REQUIRED EL./ELEV. ELEVATION RESTR. RESTRAINED CONTOURS 26 ELEC. ELECTRICAL CONDUIT RLS REGISTERED LAND SURVEYOR EP EDGE OF PAVEMENT RW; R/W RIGHT-OF-WAY - - - -- - - - - FENCELINE ---x----x----x-- ERCP ELLIPTICAL REINFORCED CONCRETE PIPE SAN. SANITARY ETC. AND SO FORTH SEC. SECTION EXIST. EXISTING SGL SINGLE EXP. EXPANSION SHW SEASONAL HIGH WATER (F) FIELD DATA SIR SET IRON ROD J" LB 6113 FCM FOUND CONCRETE MONUMENT SND SET NAIL & DISC LB 6113 FDOT FLORIDA DEPARTMENT OF TRANSPORTATION SPRK SPRINKLER FF FINISHED FLOOR SQ. SQUARE FIR FOUND IRON ROD SN. SIGN SECTION DESIGNATION FND FOUND NAIL & DISC SR STATE ROAD FOP FOUND OPEN PIPE SSMH SANITARY SEWER MANHOLE SHEET FPP FOUND PINCHED PIPE S/T SIDEWALK TIE SECTION NAME SECTION WHERE SHOWN ERRS FOUND RAILROAD SPIKE STL. STEEL (LETTER ONLY, NO NUMBER) F/T FENCE TIE STY STORY FT. FOOT S/W; SWK SIDEWALK A M-7.2 FTG. FOOTING SYM. SYMBOL FXC FOUND X-CUT TBM TEMPORARY BENCH MARK GALV. GALVANIZED TOB TOP OF BANK GDRL GUARDRAIL T.&B. TOP & BOTTOM GE GRATE ELEVATION TEL TELEPHONE GEN GENERATOR TEMP. TEMPORARY GI GRATED INLET THK THICK GPM GALLONS PER MINUTE TOS TOE OF SLOPE GRTG. GRATING TYP. TYPICAL G.S. GALVANIZED STEEL UG UNDERGROUND GAS GR./GRD. GRADE UP UTILITY POLE GWP GUY WIRE POLE UT UNDERGROUND TELEPHONE HDWALL HEADWALL VCP VITRIFIED CLAY PIPE H.R. HANDRAIL VERT. VERTICAL HWL HIGH WATER LEVEL W WIDE FLANGE/WIDE/WATT IE INVERT ELEVATION W/ WITH IN. INCH WF WOOD FENCE INV. INVERT W/L WATER LINE IP IRON PIPE W.L. WATER LEVEL IR IRON ROD W/M WATER MAIN J.B. JUNCTION BOX W.M. WATER METER JT. JOINT W.P. WEATHER PROOF (L) LEGAL DESCRIPTION DATA W.S. WALL SLEEVE/WATER STOP/WATER SERVICE LB LICENSED BUSINESS W/T WALL TIE LG. LONG WTR. WATER ``EW "� ,, S��f�� •• E N SEAL 6a :*: SEAL 414,**,ED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS ABBREVIATION, SYMBOLS AND LEGENDS DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN QES DESIGNED MSL CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: AS SHOWN VERTICAL: NA G-2 STATUS: REVISION ISSUE FOR BID REV.NO. i DATE MATTHEW S. LOVE, P.E. No. 66118 www.mckimcreed.com ,t •�,! .... �4O�jP-SEAL ~ •% • B U F ; 40 O' O N Ai. MATTHEW S. L VE, P.E. No. 66118 SEAL v v CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS KEY SHEET .01 DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN QES DESIGNED BTN CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: AS SHOWN VERTICAL: NA DRAWING NUMBER G-3 STATUS: REVISION ISSUE FOR BID L 0 Z a Q 0 0; N CO N N ` 71 \. 10' 0 10' 20' SCALE: 1"=10' (Hori .) CONaECT- M 14* HDPE SAMPLE STA 105+00, 121' LT \ w` INSTALLED BY OTHERS \ \ ' , \ C6NNEQ_T TO 12" PVC WM INSTALLED BY OTHERS N:1437706.87 \ \� STA. 105+00, 115' LT E:602799.37 24"x12"REDUCER STA 105+05, 118' LT 9�QRAVEL WITH MIRAFI AS COMPACTED SUBGRADE. SIMILAR TO GRAVEL DRIVEWAY SERON ON SHEET C-13 A 24" PVC » a : \, ```.... 10.0 6' BLACK\ PVC COATED CHAIN LINK FENCE (SEE DETAIL) \, WITH 3 STRAND BARBED WtR�E TOP TURNED OUT „`, FOR WELL HOUSE PLAN I FINISH FLOOR ELEV. 148.00 �\ (SEE NOTE 2) 52 PORTABLE GENERATOR. \, \ ANTENNA 49I I , vyy LOCATION � 4 ti \ N•• 1437684•20 t to\\� `,� �� \ �•, E:602826.04, REMOVE TREE I 20• STA 105+32, 96' LT `ems. I i '&21\\'\\+, \ ` 12' DOUBLE SWING GATE NOTES: �\ \ 1. THE 24" PVC WATER MAIN AND 1 /2" HDPE SAMPLE LINE '' `' SHALL BE INSTALLED BY OTHERS TO STA 105+00. `\ ,.:, \'v\:. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL \ I I13�''` \ IMPROVEMENTS ON THE WELL HOUSE SITE WITH THE 1 /2" HDPE WATER LINE \ I 24" PVC \' FOLLOWING EXCEPTIONS: 24" PVC WATER MAIN FROM \I `y RICHLAND ROAD TO STA 105+00, 1 /2 HDPE SAMPLE LINE I I 10.0' FROM SAMPLE POINT TO STA 105+00, THE ANTENNA ` REMOVE TREE BASE, THE ANTENNA AND THE DFS PANEL TO BE MOUNTED INSIDE THE WELL HOUSE BUILDING. 3. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ELECTRICAL CONDUIT AND WIRES TO AND FROM THE DFS PANEL AND ANTENNA. ;.::� 4. ALL PIPE SHALL BE FULLY RESTRAINED. I I 5. ALL PIPE SHALL HAVE A MINIMUM OF 3' OF COVER."T `h,• 6. THE CONTRACTOR SHALL RE —GRADE THE GRAVELED AREA I I TO EL 147.0. "7. THE WELL WITH THE INNER AND OUTER WELL CASING HAS I I SAMPLE POINT BEEN DRILLED UNDER A SEPARATE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND R15.0'. INSTALLING THE WELL PUMP, WELL HEAD, CERTA LOK, c " R15.0' CONCRETE PAD AND ALL OTHER ANCILLARIES. pM pM diW OIIw » •.naw•' p,�r .,,,,...>.,,»,,,,�^."`.� ............. ........»,»• „»,»....,. ,,,»„».», .».,.,.,,,,:, ..:.:..:.:»,. «.,......>. �,»»»,. ,»„,�,»», .:::»»ma .,,.,...:..:, ,........ .,,.»:.� 150` m,...»», .,»»....,, : am °"w.,..w �.�.,..,.,,°XM',-�«., .,,,»,,.:,. .°,...,,,,,, "t ..� ww a �., �,�., »,m,,,: ..�,.»::,,r»,:»:,..,,, �..... I ,,,.,,,»�.,,,. �, a+w oHw oxw � axw am aNw »W � axw . ::.,. =„mom•,.,.. ... ....... SEE SHEET C1 FOR CONTINUATION ......... ...... _._ _ . ....... ,w 104+00 ............ „'so 50 104+ 10 00 12 P 5+ " ,� 5+ 6+ � ' 10 50 10 00 106+5( 107+00 — — — .. .- _ ............ — , : - - -.,,,,,,.- - ..ten. :,m., ,,,,,,, „»„ �\ RICHLAND ROAD (DIRT)' o.:.,., _. :.._ ... ............. . ........... ... ...,�.,,,,n»,,,,,,,.,.v _.._........ C CREVISIONS r ; ; !TA�E OF MATTHEW S. L .E. No. 66118 SEAL v v &CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS WELL No. 11 SITE PLAN DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN QES DESIGNED BTN CHECKED JSL PROD. MGR. MSL SCALE HORIZONTAL: 1 " — 10' VERTICAL: NA NUM C-10 3TATU S: REMSION ISSUE FOR BID 15 7' -142 CONNECT TO /� T" HDPE SAMPLE STA 11135+19,,=,/11127' LT INSTALLED Y OTHERS CONNECT TO 12- PVC WM INSTALLED BY OTHERS STA 135+23, 12,V LT STA. 135+18, 121 LT N: 1437693.90 24*x1 2' REDUCER / E: 605817.42 24" PVC 67.3' 9* GRAVEL WITH MIRAFI AS COMPACTED SUBGRADE. SIMILAR TO GRAVEL DRIVEWAY SECTION ON SHEET C-1 3 t7 P n 10.0 r F SEE SHEET M-1 FOR WELL HOUSE PLAN .......... FINISHED FLOOR ELEV. 142.00 (SEE NOTE 2) ANTENNA —10.0 NAF 20.00 12DOUBLE ,`SWING GATE 2e PVC a 1/20 HDPE, WATER LINE 'X' SAMPLE POINT ............ 12' PVC R15.0 .... ..... ------ ---- .. .... ..... ----- X ow SEE SHEET C6 FOR CONTINUATION ON ow ow .......... - ............... ...... ..................... .......... . ................. .................... .................... - ... ........ .................... 135+00 ............ ........ ......... .............. ...................... ............ .......... ........................ PoCFLAND ROAD (DIRT) r.NO. SEAL 8 STA E OF 40 0 R ID AL MATTHEW'41P.E. No. 66118 9L an 13 0 13 0 0 � Yk Pk k s" 15' BLACK PVC COATED CH AWN LINK FENCE WITH 3 STRAND BARBEDRE TOP TURNED OUT 7 (SEE DETAIL) F,: i PORTABLE GENERATT LOCATION N: 1437671.23 E: 605844.09 STA 135+50, 101' LT M, A U NOTES: 1. THE 24w PVC WATER MAIN AND 1/2- HDPE SAMPLE LINE 10' 0 10' 20' 1 0 w M 0 N MMENN�� . I SCALE: 1"=10' (Horiz.) SHALL BE INSTALLED BY OTHERS TO STA 135+00. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL A IMPROVEMENTS ON THE WELL HOUSE SITE WITH THE FOLLOWING EXCEPTIONS: 24" PVC WATER MAIN FROM RICHLAND ROAD TO STA 135+00, 1/2- HDPE SAMPLE LINE FROM SAMPLE POINT TO STA 135+00, THE ANTENNA BASF., THE ANTENNA AND THE DFS PANEL TO BE MOUNTED INSIDE THE WELL HOUSE BUILDING. 3. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ELECTRICAL CONDUIT AND WIRES TO AND FROM THE DFS PANEL AND ANTENNA. 4. ALL PIPE SHALL BE FULLY RESTRAINED. 5. ALL PIPE SHALL HAVE A MINIMUM OF 3' OF COVER. —GRADE THE GRAVELED AREA 6. THE CONTRACTOR SHALL RE TO EL 141.0. 7. THE WELL WITH THE INNER AND OUTER WELL CASING HAS BEEN DRILLED UNDER A SEPARATE CONTRACTOR. THE —10.0, CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING THE WELL PUMP, WELL HEAD, CERTA LOK, CONCRETE PAD AND ALL OTHER ANCILLARIES. 39 44"\ W ku R1 5.0' . ...... ..... ... ----- .... .... - -- ----- ------ X ----- ----- X, - X ----- ----- ----- .... .. ..... ..... . X -- ----- ----- ----- - -- ---- .. .... ..... ----- ..... . .. ..... X ----- ---- ----- X - __ ___X X ----- .... ....... . ..... ..... ...... . ..... .. .. .... ----- ow — DHW ORW ow CNw GHW .. .......... ........ .............. . ........... ............ . .................................... ... ...... ...... .. ...... .. ........... ...................................... ................ ............. ................ 40�� ............. ........................... ........................... ....... ..... ...... .................... .............. . .. .. ... . ...................... . ...... ................................................... __ ..... . .. .. . .. ......... ..... ...................... ....... ... 14n . ....... _140- 135+50 136+00 1_37+0 0 ................ . ................................. ........... .............. ..... ....................................... .......................... .................. - ......... ......... ................... 3-6+-50+ — -- - . ** , I v �NnUN4&CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS WELL No. 12 SITE PLAN DATE: FEBRUARY 2012 MCE PROD. # 4584-0003 DRAWN QES DESIGNED BTNI CHECKED JSL PROJ. MGR. MSL I% — SCALE HORIZONTAL: 10 = 10, VERTICAL: NA ;TATUS: REVISION ISSUE FOR BID N SST SCREEN AND BANDS 12" MIN. NN • e .. �.sss b A\ 3\ CA �n F , \ \, •,fib, P, \\N,\\O�5 0 FINISHED GRADE 4x4 WWF M A T E R I A L S ITEM QUANT. DESCRIPTION 1 1 VENTED ENCLOSURE, WATER PLUS CORP. MODEL #131632, BLUE IN COLOR 2 1 AIR RELEASE VALVE 2" NPT SEWER AIR RELEASE VALVES SHALL BE ARI MODEL D-025 WATER AIR RELEASE VALVES SHALL BE VALMATIC OR EQUAL 3 1 1" CURB STOP, S.S. 4 1 1 2" x 4" NIPPLE, S.S. 5 1 2" BALL VALVE, S.S. 6 1 2" TEE, S.S. 7 1 2" X 1" REDUCER, S.S. 8 1 1" SHORT NIPPLE, S.S. 9 1 2" PIPE, S.S. LENGTH AS REQUIRED 10 1 12" DOUBLE STRAP TAPPING SADDLE, S.S. 11 1 4" & LARGER PIPE D.I. OR PVC DR-18 12 1 2" CORPORATION BRASS 13 2 1-1/2" PIPE, PVC, LENGTH AS REQUIRED 14 1 1-1/2" x 90' ELBOW, PVC 15 1 CONCRETE SLAB AROUND ENCLOSURE 16 1 #57 WHITE ROCK SST SCREEN AND BANDS 4 b • \: . . . . . . . . . • F \ V, \\ \\ F�{\F 5 N R, \\ h 0 FINISHED GRADE 44 WWF M A T E R I A L S ITEM QUANT. DESCRIPTION 1 1 ENCLOSURE, WATER PLUS CORPORATION MODEL #131632, BLUE IN COLOR 2 1 AIR RELEASE VALVE 2" NPT, ARI MODEL D-025 SEWER AIR RELEASE VALVES SHALL BE ARI MODEL D-025 WATER AIR RELEASE VALVES SHALL BE VALMATIC OR EQUAL 3 1 1" CURB STOP, S.S. 4 1 2" x 4" NIPPLE, S.S. 5 j 1 2" BALL VALVE, S.S. 6 1 2" TEE, S.S. 7 1 2" X 1" REDUCER, S.S. 8 1 1" SHORT NIPPLE, S.S. 9 4 2" x 90• ELBOW, S.S. 10 2 2" SHORT NIPPLE, S.S. 11 2 2" PIPE, S.S. LENGTH AS REQUIRED 12 1 2" DOUBLE STRAP TAPPING SADDLE, S.S. 13 1 4" & LARGER PIPE D.I. OR PVC DR-18 14 1 2" CORPORATION BRASS 15 2 1-1/2" PIPE, PVC, LENGTH AS REQUIRED 16 1 1-1/2" x 90• ELBOW, PVC 17 1 1 CONCRETE SLAB AROUND ENCLOSURE 18 1 1 1#57 WHITE STONE LU J Zv U'' ^^ 2- 'Q N3 Ld X� /0 Q WA J LLI U :�O QU O Z z c� z a w w 0 w of Q D Q VALVE EXTENSION RODS PIPE RESTRAINT LENGTHS IN FEET COMMON FITTINGS � �iti_ iivii II -Ri9��•�-.�-�-•- — �-J-�--J-�� I r�-•s--•0-4- P��01 !ATE - • • Oi� °°iii �►•i°ii• °i°iiii� - i�si°i °iii°i°i°i - �iii°i°ii .°iii°�•i• •ii°i •°i• _ CHAIN LINK FABRIC STRETCHER (9 GA) 2- MESH BAR I� A\ N 2 31-2- s Q\ TYP 2' GROUND LINE 6" DIA. M A T E R I A L S ITEM DESCRIPTION TYPE BLACK PVC COATED CHAIN LINK HEIGHT 8' FABRIC 9 GAUGE POST 2-1 2 DIA. - .085 WALL THICKNESS MINIMUM TOP RAILS 1-5/8- DIA. - .080 WALL THICKNESS MINIMUM GATE 2 8 H x 6'W SWING TYPE W 2.375" DIA. - .085 WALL THICKNESS MINIMUM FRAMEWORK LOCATED AS INDICATED ON METER SPEC. SHE LATCH FORK TYPE - PADLOCK COMPATIBLE 3 STRANDS OF BARBED WIRE FACING OUT WATER MAINS - TEST PRESSURE 150 PSI FITTING TYPE CONCRETE VALVE f WITH I.D. TAG 11-1/40 22-1/20 450 900 DEAD END FINAL GRADE 2'-0" SQUARE 4" 2' 4' 8' 20' 45' CONC. PAD. 3000 PSI 6"x6" W1.4xW1.4 6" 3' 6' 12' 28' 63' 4" THICK 6 x0.004 BLUE w N 8 �� 4 7' 15 36 82 3 (2) INSULATED (12 GAUGE) POLYETHYLENE10 A.W.G. SOLID OR STRANDED MAGNETIC LOCATION TAPE U) 10" 4' 9' 18' 43' 98' 7 COPPER TRACER WIRE TRENCH WIDTH w XXX 6 ( COLOR CODED PER pppLICATIOpl o . MIN. 1 +PIPE O.D. NATURAL GROUND OR 12 5 10 21 50 116' 4 TAPED EVENLY, 4) MAX. - 2 + PIPE 0. FINISHED GRADE PER PLANS CL 16" 6' 13' 26' 63' 148' M papo� 20" T 15' 31' 76' 179' VALVE TYPE WATER NOTE 1 24" 9' 17' 36' 87' 208' bP Ee �O O� WATER, SEWER, REUSE, ETC. 30" MIN INITIAL BACKFILL FORCE MAINS - TEST PRESSURE 100 PSI MANUFACTURER 12� : (NOTE 2)xxx FITTING TYPE ix G.V. UNDISTURBED \ j NOTE BEDDING, HAUNCHING, AND 11-1/4° 22-1/2° 45° 900 DEAD END >':.::..... . .:. SOIL INITIAL BACKFlLL LAYERS UNDISTURBED EARTH VARIES I CLEW HAUNCHING 4' 1 3 6 13' 30' SIZE BRASS MARKER W/ (NOTE 3) LOOSE THICKNESS BEFORE 8 VALVE TYPE, SIZE AND BEING COMPACTED TO A 6" 2' 4' 8' 19, 42' TURNS TO OPEN 27 TURNS NUMBER OF TURNS DENSITY OF NOT LESS THAN 100X (AASHTO 19s) TO A LU N 8 2 5 10 , 24 55 LT. TO OPEN RIGHT OR LEFT TO OPEN POINT 1' ABOVE THE PIPE (OR 6 " �— BEDDING AS STATED IN THE PROJECT' 10" 3' 6' 12' 29' 66' (NOTE 3) SPECIFICATIONS) W 12" 3' 7' 14' 34' 77' 2 OPENING DIRECTION NOTES: LL 16" 4' 8' 18' 42' 99' 1 1. 6-INCH LAYERS AT 100% MAX. DENSITY PER AASHTO T99 UNDER PAVEMENT, OR MAX 12-INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND. 20" 5' 1 10' 1 21' 1 50' 1 119, TYPICAL CONCRETE VALVE PAD 2. CLASS 1, II OR III SOILS. 24" 6' 1 11' 1 24' 1 58' 1 139' ' o 3 CLASS I OR II SOILS (NOT A COMBINATION) RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE FITTING POLYETHYELENE AND PVC PIPE ALONG THE PIPE IN BOTH DIRECTIONS (EXCEPT DEAD ENDS). 6 4 TRENCH DETAIL 6"xO•DW BLUE RESTRAINED JOINT TABLE NOTES; 1. BASED ON DIPRA FOR DIP TYPE 3 SAND VALVE BOX PAD SEE DETAIL FINISH GRADE (2) INSULATED GA TRENCH WIDTH POLYETHYLENE MAGNETIC LOCATION TAPE COMMON FITTINGS SILT, 3' COVER, 150 PRESSURE. FOR PVC, MULTIPLY TABLEVALUES BY 1.5. 4" MIN. (TYP) S A.W.G. SOLID OR STRANDD COPPER TRACER VA MIN. = 1' + PIPE O.D. NATURAL GROUND OR (COLOR CODED PER APPLICATION AX• - 2' + PIPE 0.D FINISHED GRADE PER PLANS PIPE RESTRAINT LENGTHS IN FEET M A T E R I A L S 2-12G °: TAPED EVENLY 4') TEES (BRANCH SIDE) ITEM QUANT. DESCRIPTION Tracer wires _ CAST IRON SLIP TYPE VALVE Box WATER MAINS -TEST PRESSURE 150 PSI 1 1 HYDRANT, FIRE 5 1 4" VALVE MIN. , PAINTED YELLOW 4" PVC 30" MIN NOTE 1 3 BRANCH SIZE 1 BOX,I VALVE SLIPTYPE 3'-0" MIN. COVER 18" PVC 12 INITIAL BACKFILL LAYERS 3" 4" 6" 8" 10" 12" 16" 20" 24" 4 1 6" VALVE, GATE, M.J. RESILIENT WEDGE OR AS SPECIFIED SHALL NOT EXCEED 5" OF 3" 6' 14' 30' — — — — — — 5 1 HYDRANT TEE, ANCHORING, M.J. LOOSE THICKNESS BEFORE 6 6" RESTRAINER GLAND (MEGALUG) BEING COMPACTED TO A DENSITY OF NOT LESS THAN 4" 2' 11' 28' 44' — — — — — 7 X VALVE EXTENSION ROD, AS NECESSARY 3' MAX. BELOW GRADE ( ) M.J. GATE VALVE, WITH RESTRAINED 100% (AASHTO T99) TO A w 6" 1 2' 22' 40' 52' — — — — JOINTS ON EACH SIDE OF VALVE POINT 1' ABOVE THE PIPE, N MAIN TRENCH BOTTOM NOTE 2) (n z 8" 1' 1' 16, 35' 48' 62' — — — FIRE HYDRANT acAv�TEo"' TO 10 „ 1' 1' 10' 30' 44' 58' 83' - - CLEAR PIPE BELL UNDISTURBED SOIL 12" 1' 1' 3' 25' 40' 55, 80, 103' — PERPENDICULAR TO THE MAIN NOTES: 1. 6-INCH LAYERS AT 100% MAX. DENSITY PER AASHTO 799 UNDER PAVEMENT, OR MAX, 16" 1' 1' 1' 14' 31' 48' 75' 98' 119, 12-INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND. 20" 1' 1' 1' 2' 22' 40' 69' 94' 116, 2, CLASS I, II OR III SOILS. 24' 1' 1' 1' 1' 11' 31' 1 63' 89' Ill - NOTE: UNDISTURBED EARTH PUSH -ON JOINT 3. CLASS I OR II SOILS (NOT A COMBINATION) OPERATING NUT TO BE WITHIN 12" OF GROUND DUCTILE IRON PIPE RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE TEE ALONG THE LEVEL WHEN COVER EXCEEDS 4'-0" (TYP. ALL BRANCH FOR THE DISTANCE INDICATED. A MINIMUM OF 5 FEET OF RESTRAINED PIPE VALVES) WITH AN EXTENSION AND CENTERING DISK. TRENCH DETAIL MUST BE INSTALLED ON BOTH RUNS OF THE TEE. MEGALUG TYPE RESTRAINERS ARE VALVE BOX SLIP DETAIL TYPE REQUIRED ON ALL JOINTS. RESTRAINED JOINT TABLE TEES (BRANCH SIDE AL �' •• GE SF••O;�t<`�S 18 cc STATE STATE OF : �4 MATTHEW tip .E. No. 66118 SEAL v v &CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS DETAILS 1 e.,er crPARATION i" MAX. CONCRETE SETTING DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN QES DESIGNED BTN CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: NA VERTICAL: NA 6'-0" N C-12 I ;TATU S: REMSION ISSUE FOR BID 20 PIPE SADDLE SUPPORT (GRINNEL) — STAINLESS I N,,,_ PIPE SUPPORT ADJUSTER AS REQUIRED (GRINNEL) — STAINLESS SCH 40 THREADED STEEL PIPE — STAINLESS 1-1 /8" BOLT HOLES FOR 1" BOLT — STAINLESS (TYP x 4) 14"x14"x1 /2" STEEL PLATE — STAINLESS 4 a a ° ' 1 4 ° Q 4 a ADJUSTABLE PIPE a SUPPORT 12" . . 3'-0" (MAX) T_ I ' 30" 1" VAC. BREAKER POT. WATER ONLY 1" HOSE BIBB (TYP.) SEE DIET. 1" BRASS SPRAY NOZZLE HOSE RACK ALL 3/16" AL. PLATE Ri WJ 3' 50 LF OF 1 $1 0 WHITE ` _ WASHDOWN HOSE BY AMAZON CHICAGO, IL. 7" EXP. ANCHOR RACK TO CMU WALL AS SHOWN (TYP) HOSE RACK SAFETY CHAIN (LIMIT CHAIN) 1 /3 0 1/2" NTP INLET CONNECTION _ SPRING LOADED BALL CHECK VALVE SS RESTRAINT HOOK PACKING NUT W/ 300 SERIES 0-RING SOLUTIONS TUBE ADAPTER 1" NTP BRASS CORPORATION STOP z- PROCESS PIPE 1 /2" SOLUTIONS TUBE MANUFACTURED BY SAFE-T-FLO CHEMICAL INJECTION DETAIL SUPPLY 1-1/4" NATIONAL PIPE THREAD BRACE SIGN SUPPLY 1-1/4" NATIONAL PIPE THREAD WALL PROVIDE ALARM SYSTEM CONSISTING OF FLOW SWITCH AND CONTACTS FOR REMOTE ALARM. END CONNECTION 2" BALL VALVE ---� HOSE BIBB — 3/4" GALVANIZED 2" GALVANIZED 2" CORPORATION TAPPING SADDLE RESTRAINED 2" TAPPED PLUG STAINLESS STEEL OIL FILLED PRESSURE GAUGE STAINLESS STEEL SHOWER HEAD EMERGENCY PULL HANDLE STAINLESS STEEL EYEWASH 1" NPT UNION 1" NPT MALE TO 1" HOSE THREADED ADAPTER (SEE RIGHT) BRACE PUSH PLATE BRASS ADAPTER WASTE 1-1/4 NATIONAL PIPE THREAD FOOT PEDAL 1 "0 BALL VALVE MODEL—B-600FFA 0 BY WATTS. FURNISH 1" HOSE CONN. (FEMALE) W/ S.S. BALL, STEM, HANDLE & NUT 1" HOSE THREAD (MALE) 1" SUPPLY 1" ANTI —SIPHON VACUUM BREAKER THREADS INTO 1" VALVE _. LINE (POTABLE WATER ONLY) OTHERWISE (VERIFY TAP ® VALVE 1" NPT) USE 90' BEND REVISION ..miss.. W c+114 04 EN G TATE OF 4U MATTHEW S. LOVE, P.E. No. 66118 ,1 I �Nl�'�M�CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com DIAPHRAGM OR SNUBBER TUBE DIAMETER AS REQUIRED FOR GAUGE 2" 90' ELL TOP CONNECTION Y PETCOCK v MATCH 0 EXIST. w NPT TAP INTO PIPE GRADE a I"!II:7,19 CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 CURB STOP LESS CHECK MANUFACTURED BY FORD WITH LOCK WING AND COMPRESSION INLET THREADED CORPORATION STOP MANUFACTURED BY FORD ( TAP AT 45- ANGLE) POTABLE WATER SERVICE TUBING DRISCOPIPE 5100 OR ENDOT/YARDLEY BLUE JET, SDR 9, 3408 POLYETHYLENE SADDLE X SADDLE SHALL HAVE DOUBLE STAINLESS STEEL STRAPS WITH EPDXY COATED POTABLE DUCTILE IRON BODY. WATER MAIN SEE PLAN FOR WIDTH EQ. EQ. PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS DETAILS 2 DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN QES DESIGNED BTN CHECKED JSL PROJ. MGR. MSL SCALE 1 HORIZONTAL: NA VERTICAL: NA IC-131 STATUS: REMSioN ISSUE FOR BID I Sod t z° C•� 5 J K 1 NOTE: Spacings shown in this chart are based on having the ground line at the upstream barrier at the some elevation as the overflow of the downstream barrier as shown above. Spacings should be adjusted based on octualsite performance. r Use Of Type I Type & Type III II Consid 50 100 150 200 250 300 350 400 Spacing (In Feet) CHAR T I RECOMMENDED SPACING FOR SYNTHETIC BALES OR BALE TYPE BARRIERS AND TYPE III SILT FENCE Principle Post Position (Canted 20° Toward Flow) Post Options Softwood 2%" Dia. Post Options Softwood 4" Dia. Softwood 2"x4" Optional Post Positions 2p= Softwood 4"x4" Hardwood 1%" x 1%2" o Hardwood 3" Dia. Steel1.33 lbs./ft. i i ° Stee11.33 lbs./ft. Min 6' Max. Filter Fabric (In Conformance With CO h4,iec. 985 FDOT Spec.)I �Filter Fabric oI i �II II Silt Flow ` g° -- — — — — — — — — — — — — — _L -- -----� <//� ° ELEVATION SECTION �6j' TYPE III SILT FENCE Silt Fence Protection Around Ditch Bottom Inlets SILT FENCE APPLICATIONS NOTES FOR SILT FENCES Limits Of Construction Sod — — —� Silt Barrier u �T T Sod_ _ Ditch Bottom Inlet Median Ditch —I� -- Silt Barrier 50 Max. 50' Max. _i Ditch Cross Drain u /77 50' Max. 50' Max. Silt Barrier Endwo/I Sod �� 1--Limits Of Construction DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Optional Post Positions Principle Post Position (Canted 20° Toward Flow) Poultry Mesh (20 Ga. Min.) Or Type A Fence Fabric 20 (Index No. 801 & Section 550 FOOT Spec.) 10' Max. I Poultry Mesh Or Type A Fence Fabric I I II II II I I I I Filter Fabric (In Conformance I I I I Filter Fabric I I With Sec. 985 FDOT Spec.) I I I I II II I I I I I I I Silt Flow II II I I �k I J1_ H _u u ELEVATION SECTION TYPE IV SILT FENCE 3 3 O O Post -�-Post _ Place The End Post Of One Fence Behind The End Post Of The Other Fence As Shown. Rotate Both Posts At Least 180 Degrees In A Clockwise Direction To Create A Tight Seal With The Fabric Material. Drive Both Posts Into The Ground And Bury Flap. PL AN VIE W JOINING TWO SILT FENCES 1. Type III Silt Fence to be used at most locations. Where used in ditches, the spacing for 4. Where used as slope protection, Silt Fence is to be constructed on 0/ longitudinolgrode to Type III Silt fence shallbe in accordance with Chart 1, Sheet 1. avoid channelizing runoff along the length of the fence. 2. Type IV Silt Fence to be used where large sediment loads are anticipated. Suggested use 5. Silt Fence to be paid for under the contract unit price for Staked Silt Fence, (LF). is where fillslope is 1:2 or steeper and length of slope exceeds 25 feet. Avoid use where the detained water may back into travellones or off the right of way. J. Do not construct silt fences across permanent flowing watercourses. Silt fences are to be at upland locations and turbidity barriers used at permanent bodies of water. SEAL v NCMM&CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com ° ° ° ° Side walk Proposed--- 1 4. ° n e r OPEN RISER O Ditch ° ❑ ° Ditch7 I 3 I Curb & Gutter Curb & Gutter ► ° ° �- Sod---� I Temp. Drain Rock Bags II _ PLAN 1'Min. Recommended Rock Bogs Post PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES ELEVATION SYNTHETIC BALES OR BALE TYPE BARRIERS FOR PAVED DITCHES �Edggeeof Shoulder, Grade Varies Woven Fitter Fabric In Absence Of Established Grass (Approx. 12'x129. --� Secure Edges By Entrenching And I 0/ Grade, Length Varies ° ° ° ° ° Sandbags Extend Under Bags and Bales. Fabric I I Shall Meet The Requirements Of 5' Min. Section 985 Of The Standard ° Specifications. I ° ° I ° ° ° ° ° ° ° o L ° / See Below For Protection Toe Of Slope PLAN PLAN At Toe Of Slope Or Ditch Bottom, ° ° ° ° ° ° Grade Varies SEC TION AA Note d I Where the slope length exceeds 25 feet, construct one row of bale barriers at 0/ longitudinal grade midway up the slope. Construct two rows of bale barriers where the slope length exceeds 50 feet. ALONG FILL SLOPE ELEVATION 3 �. 50' On Centers (Typ.) As Required Flow PLAN PLAN Natural Overlap Ends 6 Min Ground Fill Slope Fill Slope ELEVATION ELEVATION TO BE USED WHERE THE NATURAL GROUND TO BE USED WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE SLOPES AWAY FROM THE TOE OF SLOPE AT TOE OF SLOPE BARRIERS FOR FILL SL OPES CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 II �' II II II II II II 1Min. Recommended 1' Min. Recommended Anchor Top Bales To Lower Bales With 2 Stakes Per Bale. ELEVATION ELEVATION TYPE II TYPE I S YNTHE TIC BALES OR BALE TYPE BARRIERS FOR UNPAVED DITCHES N©TES FOR SYNTHETIC BALES OR BALE TYPE BARRIERS 1. Type I and 11 Synthetic Barrier should be spaced in accordance with Chart 1, Sheet 1, 2. Bales shallbe trenched 3" to 4" and anchored with 2-1" x 2" (or 1" dic.) x 4' wood stakes. Stakes of other materialor shape providing equivalent strength may be used if approved by the Engineer. Stakes other than wood shallbe removed upon completion of the project. J. Rails and posts shallbe 2" x 4" wood. Other materials providing equivlalent strength may be used if approved by the Engineer. 4. Adjacent bales shallbe butted firmly together. 5. Where used in conjunction with silt fence, bales shallbe placed on the upstream side of the fence. 6. Bales to be paid for under the contract unit price for Synthetic Bales, LF. The unit price shallinclude the cost of filter fabric for Type I and II Barriers. Sandbags shallbe paid for under the unit price for Sandbagging, CY. Rock bags to be paid for under the contract unit price for Rock Bogs, EA. PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS EROSION CONTROL DETAILS DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN QES DESIGNED BTN CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: NA VERTICAL: NA C-14 I STATUS: REVISION ISSUE FOR FOR BIDS P I 1 _11 1' 111 1' 1' II 11 1111' 1111111, EI C 1' 1 h i _ _I I_ _ I I 11 1 _ I Q N IN*TA:I#a I N NORTH 1 /A-3 3 - REFLECTED CEILING PLAN SCALE: 1 /4" = 1'—O" NORTH N JOHN D. CHRISTIE, A.I.A. No. AR0016722 SEAL I Q CV SEAL 2/V 17'— 4" 12'-0" 03 12 _ 1 A-3 _...-: / i.... 37'-4" 5'-4" 1? 4'-0" LV.1 10'-8" 4'-6" 3'-6" ,. 2'-8,f 12 � 23 05 `-- t - I s 08 1.._l_ 03 -------------------..__.....................__----...............................- �. ------ -- �----......... ...... ..._---------------...............-----=�----. ,. _..... ----------._....... _......_. I'-j ...--- _�..-----.........:.x.. `' _- ._._....... �,--------------...-----------------------._.-------Jj��.-- --- .......... --� .. F•------fir: . Y.----- • _� . •r U ll 07 4'-. 0 - r F MECHANICAL Wit. 11 10 101 04 LO - r I • 1. 00 09 N I I Ir 06 23 o 1 .. o lf') ,> I 01 - -- - - - -- ------------ ----- -- ----- -- - - - - i ti- - - - - -..... _.._._. _ _.....- I 00 �`.', :> f 01 01 C. I Q X O CHEMICAL ROOM 16 N `n LV.1 100 I 04 N I E� 000 1 in 11 C° 10 11 FE I O in 4'- 0" 1 - FLOOR PLAN SCALE: 1 /4" = 1'-0" 1'-6" NORTH 23 4'-0" 1,_6» 12 06 I E 6'-8" 10'-0" 26'- 8" 1/� 1/IA_*2v** PROJECT INFORMATION BUILDING CODE DATA DESCRIPTION OF WORK • CONSTRUCTION OF A NEW ONE STORY 605 S.F. MASONRY OCCUPANCY CLASSIFICATION U — UTILITY AND MISCELLANEOUS ADDITION W/ STANDING SEAM METAL ROOF ON WOOD TRUSSES ZONING 1ROOAC AGRICULTURAL LAND USE 0110 SFR RURAL • PARCEL ID. 24-25-21-0000-00200-0030 CONSTRUCTION TYPE V—B EXISTING BUILDING FLOOR AREA REA BLDING FLOOR605 N/A SF BUILDING CODE CRITERIA TOTTALOSED BUILDING FLOOR AREA 605 SF GENERAL BUILDING LIMITATIONS (B) 1 STORY - 5,500 SF EXTERIOR LOAD BEARING WALLS NON CONBUSTIBLE APPLICABLE BUILDING CODES: OCCUPANCY LOAD ' MAXIMUM TRAVEL DISTANCE 605 SF/300 = 2 PERSONS 300 FEET (W/O SPRINKLERS) ! NUMBER OF EXITS REQ D TWO • FLORIDA .BUILDING CODE 2007 (W/ � I NUMBER OF EXITS PROVIDED TWO SUPPLEMENTS.), FLORIDA MECHANJCAL COD 007 r FEMA CODE "X" OUTSIDE 100YR. AND 500YR. FLOOD PLANS • �� • N NFPA� �, •mil • FLA FIRE PREVENTI 2007 • 2007 NFPA 101 FE SAFET DE • FLORIDA AC SIBILITY CODE 200 MAXIMUM TRAVEL MAX. DEAD END EGRESS WIDTH PER MINIMUM CORRIDOR / NO . WITH ALL LOCAL AUTHORITY AMENDMENTS DISTANCE TO EXIT CORRIDOR PERSON SERVED AISLE WIDTH D LATEST SUPPLEMENTS 300 FEET 20 FEET 0.2/PERSON X 2 = 44 INCHES 0.4 INCHES REQ'D MIN. CLEAR MINIMUM CLASSIFICATION OF WORK 132 INCHES PROVIDED _ • C 2 NEW1 OPENINGS OF EXIT STAIR WIDTH DOORS C ON 32 INCHES N/A v vUFM & CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EBOD06691 www.mckimcreed.com CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS FLOOR & ROOF PLANS BUILDING DATA KEYNOTES: (THIS SHT. ONLY) 01 4" THICK CONCRETE HOUSEKEEPING PAD 02 9" GRAVEL WITH MIRAFI AS COMPACTED SUBGRADE - SIMILAR TO GRAVEL DRIVEWAY ON SHEET C-13 STEEL SLEEVE FOR WATER LINES W/LINK SEAL. 03 COORDINATE SLEEVE DIAMETER W/PIPING CONTRACTOR & LINK SEAL INSTALLER, 04 WALL MOUNTED CENTRIFUGAL EXHAUST FAN (EF-1). REFER TO FAN SCHEDULE SHEET A-4. 05 CONCRETE WELL HEAD PEDESTAL 06 CONCRETE PAD 07 WELL HEAD O1'-4" SLEEVE THROUGH SLAB FOR 08 1'-0" FUTURE PIPING 09 6'-8"H SPLIT FACE CMU SCREEN WALL 10# DRY CHEMICAL ABC FIRE EXTINGUISHER, 10 WALL BRACKET, & 18"H X 4Y2"W ACRYLIC ID SIGN - GRAINGER #5TB42 (RED/WHITE) 11 CONTROL JOINT (5/A2) 12 3 x 4 ALUMINUM DOWNSPOUT & PRECAST CONCRETE SPLASH BLOCK, TYP. N I 48..L X 26 GAUGE TAMCO ON -RIDGE a 13 VENT q 288 in. NFA O s PRE -PAINT TO ( ) AMTCH STANDING SEAM METAL ROOF 14 CONCRETE PAD FOR ANTENNA O5" X 5" ALUMINUM GUTTER W/ 15 3" X 4" ALUMINUM DOWNSPOUTS 24" X 28" PAINTED T1-11 PLYWOOD 16 ACCESS HATCH ABOVE (COORDINATE W/ TRUSSES) - REFER TO 2/A-4 17 9%"W PRECAST CONCRETE COPING - REFER TO KEYNOTE #12 ON SHEET A-2 18 METAL "Z" FLASHING 19 2X2 PAINTED CEDAR TRIM %" PAINTED T1-11 PLYWOOD PANELS (4" O/C 20 GROOVES). REFER TO REFLECTED CEILING PLAN (3/A-1) FOR PANEL LAYOUT PETERSEN ALUM. CORP. 0.040" ALUMINUM SNAP -CLAD TM STANDING SEAM ROOF PANELS 21 INSTALL PER FL. APPROVAL #10277.1. COLOR=SELECTED BY OWNER FROM MANUF. STANDARD COLORS 22 OUTSIDE FACE OF CMU WALL BELOW, TYP 23 4"0 CONC. FILLED STEEL PIPE BOLLARD W/ PVC COVER (REFER TO DETAIL 6/A-2) ROOM FINISH LEGEND: L c (TYP. 8'-B" FINISHED CEILING HT.) U.N.O. -CEILING 0 = NONE 1 = PAINTED WOOD -WALLS 0 = CMU, PAINTED -FLOOR 0 = SEALED CONCRETE 1 = CONCRETE COATING -BASE 0 = NONE SYMBOL KEY: LOUVER KEY (SEE LOUVER LV.1 SCHEDULE SHT A-4) 01 DOOR KEY (SEE DOOR SCHEDULE SHT. A-4) ROOM NAME ROOM NAME & NUMBER 100 01 NOTE KEY 1 /� A_2 ELEVATION KEY SECTION KEY 6/A-3 5/A-3 DETAIL KEY ELEVATION 8" REINFORCED SPLIT FACE CMU EXTERIOR WALL 8" SPLIT FACE CMU SCREEN WALL 8" REINFORCED STANDARD CMU INTERIOR WALL DATE: FEBRUARY 2012 MCE PROJ. # 4554-0003 DRAWN JC3/JDC DESIGNED JDC CHECKED JSL PROJ. MGR. MSL vz -If SCALE HORIZONTAL: AS SHOWN VERTICAL: N/A A-1 STATUS: REVISION ISSUE FOR BID KEYNOTES: (THIS SHT. ONLY) 2/A-4 3 - EAST ELEVATION SCALE: 1/4" = 1'-0" 4 - WEST ELEVATION SCALE: 1/4" = 1'-0" C/ "—`t SEAL SEAL 1 C�nin /'AM 6" DIA. STL. PIPI FILLED WITH 300 (PAINTED YELLOV c I d 0. 3000 PSI Ci.I I1. MIN. . 6 - BOLLARD DETAIL SCALE: 1 /2" = 1'-0" v 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 1 - SOUTH ELEVATION SCALE: 1/4" = 1'-0" 2 - NORTH ELEVATION SCALE: 1/4" = 1'-0" 1/4" END PL 1 IA —A 1/A-4 1 / A — A 1/A-4 COMPRESSIBLE FILLER AND SEALANT BOTH SIDES VERT. BAR (MATCH WALL CONTINUOUS HORIZONTAL REINF.) CTR. IN CELL & FULL REINFORCING HT. OF WALL (TYP. EA. SIDE OF JT.) GROUT FILL CELLS. EMBED IN FOOTING 8" AND SECURE W/ 30# FELT BOND BREAK HY150 INJECTION ADHESIVE OR APPROVED EQUAL. WEATHER - TIGHT COMPRESSIBLE MATERIAL BACKER ROD AND SEALANT 5 - CONTROL JOINT (CJ) DETAIL SCALE: 1" = 1'-0" CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 01 4" THICK CONCRETE EQUIPMENT PAD 02 REINFORCED CONC. SLAB ON 6 MIL POLY VAPOR BARRIER, W/BROOM FINISH PETERSEN ALUM. CORP. 0.040" ALUMINUM SNAP-CLADO STANDING SEAM ROOF PANELS INSTALL PER FL. 03 APPROVAL #10277.1. COLOR=SELECTED BY OWNER FROM MANUF. STANDARD COLORS 04 WALL MOUNTED CENTRIFUGAL EXHAUST FAN (EF-1). REFER TO FAN SCHEDULE SHEET A-2. 05 48"L X 26 GAUGE TAMCO ON -RIDGE VENT (288 sq. in. NFA) PRE -PAINT TO AMTCH STANDING SEAM METAL ROOF 06 3"X 4" ALUMINUM DOWNSPOUT 07 8" SPLIT FACE CMU 08 8" SPLIT FACE CMU LINTEL, TYP. 09 6'-8"H SPLIT FACE CMU SCREEN WALL 10 CONCRETE PAD 11 CONTROL JOINT (5/A-2) PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS EXTERIOR ELEVATIONS 9 5/8" PRECAST COPING BY MODERN PRECAST (866-466-1374) 12 PROVIDE STRAIGHT, CORNERS & END PIECES. OWNER TO SLECET FROM MANUF. STANDARD COLORS 13 4"0 C❑NC, FILLED STEEL PIPE BOLLARD W/ PVC COVER (REFER TO DETAIL 6/A-2) GROSS AREA OF ATTIC 605 SQUARE FEET 1/150 OF GROSS ROOF AREA 4 SQUARE FEET (576 SQ. IN.) REQUIRED RIDGE VENT 288 SQ. IN. REQUIRED SOFFIT VENT 288 SQ. IN. DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN DESIGNED GCF CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: 1 /4"=1'-0" VERTICAL: N/A A-2 STATUS: REVISION ISSUE FOR BID I REV.NO. JOHN D, CHRISTIE, G.I.A. No, AR0016722 www.mckimcreed.com in >l- -- I i _ _� _ - - - 3 - WALL SECTION SCALE: 1" = 1'-0" DESCRIPTIONS � J J" D. CHRISTIE, A.I.A. No. AR0016722 SEAL SEAL 1 - BUILDING SECTION SCALE: 1 /2" = V-0" 2 - BUILDING SECTION SCALE: 1/2" = V-0" v v E D 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 E60006691 www.mckimcreed.com CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS BUILDING & WALL SECTIONS KEYNOTES: (THIS SHT. ONLY) 01 4" THICK CONCRETE EQUIPMENT PAD 02 REINFORCED CONC. SLAB ON 6 MIL POLY VAPOR BARRIER, W/BROOM FINISH PETERSEN ALUM. CORP. 0.040" ALUMINUM SNAP —CLAD — STANDING SEAM ROOF PANELS INSTALL PER FL. APPROVAL 03 #10277.1. COLOR=SELECTED BY OWNER FROM MANUF. STANDARD COLORS. REFER TO SPECIFICATION 07410 — PREFORMED METAL STANDING SEAM ROOFING ON SHEET A-4. 04 WALL MOUNTED CENTRIFUGAL EXHAUST FAN (EF-1). REFER TO FAN SCHEDULE SHEET A-2. 481 X 26 GAUGE TAMCO ON —RIDGE 05 VENT (288 sq. in. NFA) PRE —PAINT TO MATCH STANDING SEAM METAL ROOF 06 3"X 4" ALUMINUM DOWNSPOUT 07 PRE—ENGINEERED WOOD TRUSS 08 1'-4" SLEEVE THROUGH SLAB FOR 1'-0" FUTURE PIPING 09 8'-0"H SPLIT FACE CMU SCREEN WALL 10 10# ABC FIRE EXTINGUISHER (WALL MOUNTED) & ID SIGN 11 CONTROL JOINT (A2) 9%" PRECAST COPING BY MODERN PRECAST 12 (866-466-1374) PROVIDE STRAIGHT, CORNERS & END PIECES. OWNER TO SELECT FROM MANUF. STANDARD COLORS 13 PAC —CLAD .032 ALUMINUM DRIP EDGE —MATCH ROOF PANEL COLOR 14 PAC —CLAD .032 ALUMINUM WRAPPED 2X6 PRESSURE TREATED FASCIA BOARD —MATCH ROOF PANEL COLOR PETERSEN ALUM. CORP. .032" ALUMINUM PAC-850, HALF 15 VENTED SOFFIT PANEL SYSTEM. INSTALL PER FL. APPROVAL #4483. COLOR=WHITE 16 METAL "Z" FLASHING 17 2 X 2 PAINTED CEDAR TRIM W PAINTED T1-11 PLYWOOD PANELS (4" O/C GROOVES). 18 REFER TO REFLECTED CEILING PLAN (3/A-1) FOR PANEL LAYOUT 19 APA RATED V EXTERIOR PLYWOOD SHEATHING — GRADE B—C & 3�1'6 SPAN RATING 20 W.R. GRACE "ICE & WATER SHIELD"- UNDERLAYMENT OR APPROVED EQUAL 21 GROUT FILLED CELLS 22 SPLIT FACE CMU LINTEL —REFER TO STRUCTURAL DRAWINGS 23 2 X 4 SOLID WOOD BLOCKING, TYP. ® PANEL JOINTS 24 BLOK—FLASH®, REFER TO SPECIFICATION SECTION 07280 — CMU DRAINAGE SYSTEM ON SHEET A-4 25 DRAINAGE MAT, REFER TO SPECIFICATION SECTION 07280 — CMU DRAINAGE SYSTEM ON SHEET A-4 SYMBOL KEY: LV.1 LOUVER KEY (SEE LOUVER SCHEDULE SHT. A-4) 8 WINDOW ABOVE KEY (SEE WINDOW DETAILS SHT. A-4) 01 DOOR KEY (SEE DOOR SCHEDULE SHT. A-4) ROOM NAME ROOM NAME & NUMBER 100 01 NOTE KEY 1 �A-10 ELEVATION KEY 6/A-2 SECTION KEY 5 A-2 fo"I DETAIL KEY ELEVATION DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN JC3/JDC DESIGNED JDC CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: AS SHOWN VERTICAL: N/A A-3 STATUS: REVISION ISSUE FOR BID J- -L !u I _. 11 _.I _. I 1. L------- _-- - C u_.W SECTION 06100-ROUGH CARPENTRY 1.0 GENERAL 1.1 SCOPE A. WORK INCLUDED IN THIS SECTION INCLUDES THE FURNISHING OF LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF ALL ROUGH CARPENTRY THROUGHOUT THE ENTIRE BUILDING, AS SHOWN ON THE DRAWINGS AND AS CALLED FOR IN THESE SPECIFICATIONS. 1.2 QUALITY ASSURANCE A. FIT CARPENTRY TO OTHER WORK: SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT, CORRELATE LOCATION OF FURRING, NAILING, BLOCKING, GROUNDS AND SIMILAR SUPPORTS TO ALLOW PROPER ATTACHMENT OF OTHER WORK. B. FACTORY -MARK EACH PIECE OF LUMBER AND PLYWOOD TO IDENTIFY THE TYPE, GRADE, AGENCY PROVIDING THE INSPECTION SERVICE, THE PRODUCING MILL AND OTHER QUALITIES AS SPECIFIED HEREIN. C. COMPLY WITH REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS OTHERWISE INDICATED: 1. U.S. DEPARTMENT OF COMMERCE a. "AMERICAN SOFTWOOD LUMBER STANDARD" (PS 20) b. "NATIONAL GRADING RULE FOR DIMENSION LUMBER" OF THE AMERICAN LUMBER STANDARDS COMMITTEE (PS 20) c. "SOFTWOOD PLYWOOD/CONSTRUCTION AND INDUSTRIAL" (PS 166) 2. AMERICAN WOOD PRESERVERS INSTITUTE a. AWPI LP-2 b. AWPI C-20B 3. NATIONAL FOREST PRODUCTS ASSOCIATION a. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (1977) b. MANUAL FOR HOUSE FRAMING (1977). 2 PRODUCTS 2.1 GENERAL A. FOR A LUMBER STANDARD, FOR EACH USE, COMPLY WITH THE "AMERICAN SOFTWOOD LUMBER STANDARD" PS 20 BY THE U.S. DEPT. OF COMMERCE. NOMINAL SIZES ARE SHOWN OR SPECIFIED: PROVIDE ACTUAL SIZES COMPLYING WITH THE MINIMUM SIZE REQUIREMENTS OF PS 20 FOR THE MOISTURE CONTENT SPECIFIED FOR EACH USE. 1. PROVIDE DRESSED LUMBER S4S, UNLESS OTHERWISE SHOWN OR SPECIFIED. 2. PROVIDE SEASONED LUMBER WITH 19% MAXIMUM MOISTURE CONTENT AT TIME OF DRESSING AND COMPLYING WITH DRY SIZE REQUIREMENTS OF PS 20, UNLESS OTHERWISE SPECIFIED. B. WHERE WOOD FRAMING FROM 2" TO 5" (BUT NOT INCLUDING 5" IN NOMINAL THICKNESS AND 2" OR MORE IN NOMINAL WIDTH) IS SHOWN OR SCHEDULE; PROVIDE LUMBER COMPLYING WITH GRADING RULES WHICH CONFORM TO THE REQUIREMENTS OF THE "NATIONAL GRADING RULE FOR DIMENSION LUMBER" OF THE AMERICAN LUMBER STANDARDS COMMITTEE ESTABLISHED UNDER PS 20. 1. FOR LIGHT FRAMING (2" TO 4" THICK AND 2" TO 4" WIDE), PROVIDE CONSTRUCTION GRADE. C. WHERE LUMBER LESS THAN 2" IN NOMINAL THICKNESS AND 2" OR MORE IN NOMINAL WIDTH IS SHOWN OR SPECIFIED, PROVIDE BOARDS COMPLYING WITH DRY SIZE REQUIREMENTS OF PS 20. D. WHERE BOARDS WILL BE CONCEALED BY OTHER WORK, PROVIDE THE FOLLOWING: 1. MOISTURE CONTENT 19% MAXIMUM, MARK BOARDS "S-DRY". SPECIES AND GRADE: PROVIDE SOUTHERN PINE (SP1B) NO. 2 BOARDS. E. FOR A PLYWOOD STANDARD, FOR EACH USE, COMPLY WITH THE REQUIREMENTS FOR "SOFTWOOD PLYWOOD/CONSTRUCTION AND INDUSTRIAL" PS 1 66 BY THE U.S. DEPT. OF COMMERCE. 1. EXPOSED PLYWOOD: WHERE PLYWOOD WILL BE EXPOSED IN THE FINISHED WORK, PROVIDE AS SPECIFIED FOR THE TYPE OF EXPOSURE AND FINISH SHOWN OR SCHEDULED, AS FOLLOWS: 1. CONCEALED PLYWOOD: WHERE PLYWOOD WILL BE CONCEALED BY OTHER WORK, PROVIDE INTERIOR TYPE PLYWOOD C-D PLUGGED GRADE, UNLESS OTHERWISE SPECIFIED. PLYWOOD FOR ROOF DECK AND SIDING TO RECEIVE METAL ROOFING AND SIDING: GRADE C-C EXTERIOR INDEX NUMBER 48/24. a. FOR BACKING PANELS FOR ELECTRICAL OR TELEPHONE EQUIPMENT, PROVIDE FIRE -RETARDANT TREATED STANDARD GRADE PLYWOOD WITH EXTERIOR GLUE. F. FOR ANCHORAGE AND FASTENING MATERIALS FOR EACH USE, SELECT PROPER TYPE, SIZE, MATERIAL AND FINISH COMPLYING WITH THE APPLICABLE SPECIFICATION AND DETAILS. G. WHERE LUMBER OR PLYWOOD IS INDICATED AS "TREATED" COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE AMERICAN WOOD PRESERVERS INSTITUTE (AWPI). MARK EACH TREATED ITEM TO COMPLY WITH THE AWPI QUALITY MARK REQUIREMENTS FOR THE SPECIFIED REQUIREMENTS. 1. PRESSURE TREAT ABOVE GROUND ITEMS WITH WATERBOURNE PRESERVATIVES COMPLYING WITH AWPI LP-2. OSMOSE K-33 AT 0.45 PCF RETENTION OR WOLMAN CCA AT 0.75 PCF RETENTION. AFTER TREATMENT, KILN -DRY TO A MAXIMUM MOISTURE CONTENT OF 15%. TREAT INDICATED ITEMS AND THE FOLLOWING: a. WOOD, NAILERS, BLOCKING, STRIPPING, AND SIMILAR MEMBERS IN CONNECTION WITH ROOFING, VAPOR BARRIERS AND WATERPROOFING. 3.0 EXECUTION 3.1 INSTALLATION A. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING AS SHOWN AND AS REQUIRED BY RECOGNIZED STANDARDS. B. SET CARPENTRY WORK ACCURATELY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND TRUE AND ACCURATELY CUT AND FITTED. C. USE COMMON WIRE NAILS, EXCEPT AS OTHERWISE SHOWN OR SPECIFIED. USE FINISHING NAILS FOR FINISH WORK. SELECT FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED. D. FOR EXTERIOR INSTALLATIONS, USE HOT -DIP GALVANIZED OR STAINLESS FASTENERS. E. WOOD NAILERS AND BLOCKING: 1. ATTACH TO SUBSTRATES SECURELY WITH ANCHOR BOLTS AND OTHER ATTACHMENT DEVICES. F. SET WOOD FRAMING ACCURATELY TO REQUIRED LINES AND LEVELS. PROVIDING FRAMING MEMBERS OF SIZES AND ON SPACINGS SHOWN, CUT, JOIN AND TIGHTLY FIT FRAMING AROUND OTHER WORK. END OF SECTION SECTON 07250 - CMU DRAINAGE SYSTEM (1.59 MM) WITH (7.94) PERIMETER FLANGE, WITH A WEEP SPOUT THE GROUTED CORE, REMOVE BRIDGE AND CROSS -BED THE WEBS OPENING AND A 45 DEGREES DRIP EDGE THAT EXTENDS 1.0 INCHES ADJACENT TO THE CORE TO BE GROUTED MAKING SURE TO OVERLAP 1.0 GENERAL (25.4 MM) FROM THE OUTER FLANGE FOR 12" WALL SYSTEM. THE FLANGE. THIS WILL PREVENT GROUT FROM SPREADING BEYOND THE 1.1 SUMMARY B. INTEGRATED WEB SPACER/BRIDGE UNIT IS A HIGH DENSITY INTENDED CORE. A. FURNISHING AND INSTALLING COMPLETE SINGLE WYTHE CONCRETE POLYETHYLENE .0625 INCH THICK (1.59 MM) THAT OVERLAPPED THE E. UTILIZE STANDARD MORTAR SPREADING TECHNIQUES WITH MORTAR MASONRY DRAINAGE SYSTEM. ADJACENT PAN AND EXTENDS FROM FACE SHELL TO FACE SHELL. LAPPED, FIRST OVER THE INNER AND SECOND OVER THE OUTER 1.2 REFERENCES BRIDGE IS REMOVABLE FOR CORNER INSTALLATION. FLANGES OF THE PAN UNITS. THIS WILL STABILIZE THE UNITS DURING A. APPLICABLE REQUIREMENTS OF THE LATEST ISSUE OF CONSTRUCTION C. DRAINAGE MATTE IS AN OPEN WEAVE POLYESTER MESH (7X16 INCH) INSTALLATION AND LATER HELP DIVERT MOISTURE INTO THE PAN. INDUSTRY CODES, STANDARDS AND SPECIFICATIONS REFERENCED HEREIN F. REDUCE CLOGGING FROM MORTAR AND GROUT DROPPINGS BY APPLY TO WORK OF THIS SECTION. INSTALLED IN EACH CMU CELL ABOVE THE PAN. INSTALLING THE 7 X 16 INCH POLYESTER MESH DRAINAGE MATTES INTO 1. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) TEK NOTES. 3.1 EXECUTION THE CORE CAVITY ABOVE THE PANS WHICH WILL SUSPEND MORTAR 1.4 SUBMITTALS .1 3 PREPARATION DROPPINGS IN THE CORE ALLOWING MOISTURE TO FLOW DOWN THE A. PRODUCT DATA: CATALOG CUTS, INSTALLATION DETAILS AND A. VERIFY ITEMS PROVIDED BY OTHER SECTIONS OF WORK ARE PROPERLY INSIDE FACE OF THE BLOCK AND INTO THE PAN. SPECIFICATIONS FOR ALL MATERIALS. LOCATED. G. TOOL ALL HEAD AND BED JOINTS AND REMOVE ANY OBSTRUCTION FROM B. SAMPLES: OF DRAINAGE PANS WITH DRAINAGE MATTES INCLUDED. 3.2 INSTALLATION OF DRAINAGE SYSTEM THE WEEP SPOUTS. 1.5 DELIVERY, STORAGE, AND HANDLING A. LAY THE COURSE(S) OF BLOCK BELOW THE DESIRED FLASHING LEVEL H. INSTALL BUG GUARDS PROVIDED WITH SYSTEM BY INSERTING ONE INTO A. DELIVER PRODUCTS TO SITE, AND STORE AND PROTECT UNDER UNTIL ABOVE GRADE. EACH WEEP SPOUT. EACH PROVISIONS OF SECTION ENTITLED MATERIALS AND EQUIPMENT. B• INSTALL PANS BY PLACING TWO UNITS ON EACH BLOCK OR EVENLY 3.3 2.0 PRODUCTS ALONG A FORMED CONCRETE FOUNDATION OR SLAB. THE DRIP EDGE A. PROTECT FINISHED WORK. 2.1 MANUFACTURER (WEEP SPOUT) ON THE PAN SHOULD EXTEND SLIGHTLY BEYOND THE B. PROVIDE PROTECTION WITHOUT DAMAGING COMPLETED WORK. A. CMU DRAINAGE SYSTEM BASIS OF DESIGN FACE OF THE CMU, A MOLDED REFERENCE LIP ON THE BOTTOM OF THE 3.4 INSTALL AT THE FOLLOWING LOCATIONS 1. BLOK FLASH® AS MANUFACTURED BY MORTAR NET® USA, GARY, IN, PAN SHOULD REST AGAINST THE EDGE OF THE BLOCK OR SLAB. A. ABOVE ALL INTERMEDIATE BOND BEAMS. TELEPHONE: (800)664-6638; C. SPAN THE CONTINUOUS ROW OF PANS WITH ATTACHED WEB B. ABOVE ALL DOOR AND OTHER LINTELS ABOVE OPENINGS IN MASONRY. 2. OR APPROVED EQUAL SPACERS/BRIDGE UNITS DESIGNED TO DIVERT WATER TO THE ADJOINING C. ABOVE GROUTED CMU AT TOP OF FLOOR SLAB. 2.2 DRAINAGE SYSTEM PANS. END OF SECTION A. PAN IS A HIGH DENSITY POLYETHYLENE COMPOSITION .0625 INCH THICK D. IF THE WALLS ARE REINFORCED, ELIMINATE THE PAN AND BRIDGE AT SECTION 07410 - PREFORMED METAL STANDING SEAM ROOFING PACKAGE METAL ROOF PANELS FOR PROTECTION DURING TOP OF EACH ELEVATION TO CLOSE ENDS OF THE PANELS. METAL TRANSPORTATION AND HANDLING. CLOSURES TO BE MADE IN THE SAME MATERIAL AND FINISH AS FACE PART 1 - GENERAL B. UNLOAD, STORE AND ERECT METAL ROOF PANELS IN A MANNER TO SHEET. 1.1 DESCRIPTION OF WORK PREVENT BENDING, WARPING, TWISTING AND SURFACE DAMAGE. G. FASTENERS: FASTENERS SHALL BE OF TYPE, MATERIAL, SIZE, A. THIS SECTION COVERS THE PRE -FINISHED, PRE -FABRICATED C. STACK METAL ROOF PANELS ON PLATFORMS OR PALLETS, COVERED CORROSION RESISTANCE, HOLDING POWER AND OTHER PROPERTIES ARCHITECTURAL STANDING SEAM ROOF SYSTEM. ALL METAL TRIM, WITH SUITABLE WEATHERTIGHT AND VENTILATED COVERING. STORE METAL REQUIRED TO FASTEN MISCELLANEOUS FRAMING MEMBERS TO ACCESSORIES, FASTENERS, AND SEALANTS INDICATED ON THE DRAWINGS ROOF PANELS TO ENSURE DRYNESS. DO NOT STORE METAL ROOF SUBSTRATES. AS PART OF THIS SECTION. PANELS IN CONTACT WITH OTHER MATERIALS THAT MIGHT CAUSE H. SUBSTRATE SHALL BE PLYWOOD 1.2 QUALITY ASSURANCE STAINING, DENTING OR OTHER SURFACE DAMAGE. I. ROOFING UNDERLAYMENT A. MANUFACTURER AND ERECTOR SHALL DEMONSTRATE EXPERIENCE OF A D. PROTECT STRIPPABLE PROTECTIVE COATING ON ANY METAL COATED J. ON ALL SURFACES TO BE COVERED WITH ROOFING MATERIAL, FURNISH MINIMUM OF FIVE (5) YEARS IN THIS TYPE OF PROJECT. PRODUCT FROM EXPOSURE TO SUNLIGHT AND HIGH HUMIDITY, EXCEPT AND INSTALL A 40 MIL "PEEL & STICK MEMBRANE", REQUIRED AS B. PANELS SHALL BE FACTORY -PRODUCED ONLY. NO PORTABLE, TO THE EXTENT NECESSARY FOR MATERIAL INSTALLATION. OUTLINED BY METAL PANEL MANUFACTURER. MEMBRANE TO BE A INSTALLER -OWNED OR INSTALLER -RENTED MACHINES WILL BE 1.9 PROJECT CONDITIONS MINIMUM OF 40 MIL THICKNESS, SMOOTH, NON -GRANULAR, BY ONE OF PERMITTED. A. WEATHER LIMITATIONS: PROCEED WITH INSTALLATION ONLY WHEN THE FOLLOWING MANUFACTURERS: 1.3 SUBSTITUTIONS EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT METAL ROOF 1. W.R GRACE "ICE & WATER SHIELD" A. THE MATERIAL, PRODUCTS AND EQUIPMENT SPECIFIED IN THIS SECTION PANEL WORK TO BE PERFORMED. 2. CARLISLE CCW WIP 300HT ESTABLISH A STANDARD FOR REQUIRED FUNCTION, DIMENSION, B. FIELD MEASUREMENTS: VERIFY ACTUAL DIMENSIONS OF CONSTRUCTION 3. MFM CORP "WIND & WATER SHIELD" APPEARANCE AND QUALITY TO BE MET BY ANY PROPOSED CONTIGUOUS WITH METAL ROOF PANELS BY FIELD MEASUREMENTS K. UNDERLAYMENT SHALL BE LAID IN HORIZONTAL LAYERS WITH JOINTS SUBSTITUTION. BEFORE FABRICATION. LAPPED TOWARD THE EAVES A MINIMUM OF 6", AND WELL SECURED 1.4 SYSTEM DESCRIPTION 1.1000ORDINATION ALONG LAPS AND AT ENDS AS NECESSARY TO PROPERLY HOLD THE A. MATERIAL TO COMPLY WITH: A. COORDINATE METAL ROOF PANELS WITH RAIN DRAINAGE WORK, FELT IN PLACE. ALL UNDERLAYMENT SHALL BE PRESERVED UNBROKEN 1. ASTM B209 STANDARD SPECIFICATION FOR ALUMINUM AND FLASHING, TRIM AND OTHER ADJOINING WORK TO PROVIDE A AND WHOLE. ALUMINUM -ALLOY SHEET AND PLATE LEAK -PROOF, SECURE AND NONCORROSIVE INSTALLATION. L. ICE AND WATER SHIELD SHALL LAP ALL HIPS AND RIDGES AT LEAST 12" 1.5 ROOF SYSTEM PERFORMANCE TESTING PART 2 -PRODUCTS TO FORM DOUBLE THICKNESS AND SHALL BE LAPPED 6" OVER THE A. ROOF SYSTEM SHALL BE DESIGNED TO MEET FLORIDA BUILDING CODE 2.1 PANEL DESIGN METAL OF ANY VALLEY OR BUILT-IN GUTTERS AND SHALL BE INSTALLED WIND LOAD REQUIREMENTS. A. GENERAL: PROVIDE FACTORY -FORMED METAL ROOF PANELS DESIGNED MA L L MANUFACTURER TO AS REQUIRED BY THE STANDING SEAM EAM MA PANE B. PANELS TO MEET: TO BE INSTALLED BY LAPPING AND INTERCONNECTING RAISED SIDE 1. WATER PENETRATION: WHEN TESTED PER ASTM E-283/1680 AND EDGES OF ADJACENT PANELS WITH JOINT TYPE INDICATED AND ATTAIN THE DESIRED 20 YEAR WEIGHWARRANTY. ASTM E-331 1646 THERE SHALL BE NO UNCONTROLLED WATER / MECHANICALLY ATTACHING PANELS TO SUPPORTS USING CONCEALED M. SEALANTS: 1. PROVIDE TWO-PART POLYSULFIDE CLASS B NON -SAG TYPE FOR PENETRATION OR AIR INFILTRATION THROUGH THE PANEL JOINTS. CLIPS IN SIDE LAPS. INCLUDE CLIPS, CLEATS, PRESSURE PLATES AND VERTICAL AND HORIZONTAL JOINTS OR 2. ROOF SYSTEM SHALL BE DESIGNED TO MEET A UL CLASS 90 WIND ACCESSORIES REQUIRED FOR A WEATHERTIGHT INSTALLATION. 2. ONE PART POLYSULFIDE NOT CONTAINING PITCH OR PHENOLIC UPLIFT IN ACCORDANCE WITH UL STANDARD 580 AND PANEL B. ROOF PANELS SHALL BE SNAP CLAD STANDING SEAM IN 12 WIDTHS EXTENDERS OR SYSTEM SHALL BE ASTM 1592 TESTED AND APPROVED WITH 1 3/4" HIGH SEAM. 3. EXTERIOR GRADE SILICONE SEALANT RECOMMENDED BY ROOFING 3. UL 2218 - IMPACT RESISTANCE RATED. C. PANELS TO BE PRODUCED WITH FACTORY SUPPLIED HOT MELT MASTIC MANUFACTURER OR 1.6 WARRANTIES IN THE SEAMS. 4. ONE PART NON -SAG, GUN GRADE EXTERIOR TYPE POLYURETHANE A. WEATHERTIGHT WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH D. PANELS TO BE PRODUCED SMOOTH - FACTORY STANDARD. RECOMMENDED BY THE ROOFING MANUFACTURER. MANUFACTURER AGREES TO REPAIR OR REPLACE STANDING SEAM E. PANELS TO BE DESIGNED FOR ATTACHMENT WITH CONCEALED FASTENER 2.4 FABRICATION METAL ROOF PANEL ASSEMBLIES THAT FAIL TO REMAIN WEATHERTIGHT, CLIPS, SPACED AS REQUIRED BY THE MANUFACTURER TO PROVIDE FOR A. COMPLY WITH DIMENSIONS, PROFILE LIMITATIONS, GAUGES AND INCLUDING LEAKS, WITHIN SPECIFIED WARRANTY PERIOD. BOTH POSITIVE AND NEGATIVE DESIGN LOADS, WHILE ALLOWING FOR THE FABRICATION DETAILS SHOWN AND IF NOT SHOWN, PROVIDE B. WARRANTY PERIOD: 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION EXPANSION AND CONTRACTION OF THE ENTIRE ROOF SYSTEM RESULTING MANUFACTURER'S STANDARD PRODUCT FABRICATION. C. FINISH WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH FROM VARIATIONS IN TEMPERATURE. B. FABRICATE COMPONENTS OF THE SYSTEM IN FACTORY, READY FOR FIELD MANUFACTURER AGREES TO REPAIR FINISH OR REPLACE STANDING SEAM F. FORMING: USE CONTINUOUS END ROLLING METHOD. NO END LAPS ON ASSEMBLY. METAL ROOF PANELS THAT SHOW EVIDENCE OF DETERIORATION OF PANELS. NO PORTABLE ROLL FORMING MACHINES WILL BE PERMITTED ON C. APPLY SPECIFIED FINISHES IN CONFORMANCE WITH MANUFACTURER'S FACTORY -APPLIED FINISH WITHIN SPECIFIED WARRANTY PERIOD. THIS PROJECT; NO INSTALLER -OWNED OR INSTALLER -RENTED MACHINES STANDARD, AND ACCORDING TO MANUFACTURER'S INSTRUCTIONS. D. EXPOSED PANELS FINISH - DETERIORATION INCLUDES THE FOLLOWING: WILL BE PERMITTED. IT IS THE INTENT OF THE ARCHITECT TO PROVIDE PART 3 - EXECUTION 1. COLOR FADING MORE THAN 5 HUNTER UNITS WHEN TESTED FACTORY -MANUFACTURED PANEL SYSTEMS ONLY FOR THIS PROJECT. ACCORDING TO ASTM D 2244 2.2 ACCEPTABLE MANUFACTURERS A. THIS PROJECT IS DETAILED AROUND THE ROOFING PRODUCT OF 3.1 INSPECTION A. EXAMINE ALIGNMENT OF STRUCTURAL STEEL AND RELATED SUPPORTS, 2. CHALKING IN EXCESS OF A NO. 8 RATING WHEN TESTED ACCORDING PETERSEN ALUMINUM CORPORATION PETERSEN ALUMINUM CORP, PRIMARY AND SECONDARY ROOF FRAMING, SOLID ROOF SHEATHING, TO ASTM D 4214 3. CRACKING, CHECKING, PEELING OR FAILURE OF PAINT TO ADHERE TO ACWORTH, GA, 800-272-4482, SNAP CLAD. PRIOR TO INSTALLATION. A BARE METAL. 2.3 MATERIALS AND FINISHES B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS E. APPLICATOR SHALL FURNISH WRITTEN WARRANTY FOR A TWO (2) YEAR A. PREFORMED ROOFING PANELS SHALL BE FABRICATED OF .040 ALUMINUM HAVE BEEN CORRECTED. B. COLOR SHALL BE *STANDARD PAC -CLAD FINISH 3.2 FASTENERS PERIOD FROM DATE OF SUBSTANTIAL COMPLETION OF BUILDING C. FINISH SHALL BE KYNAR 500 OR HYLAR 5000 FLUOROCARBON COATING A. SECURE UNITS TO SUPPORTS COVERING REPAIRS REQUIRED TO MAINTAIN ROOF AND FLASHINGS IN WITH A TOP SIDE FILM THICKNESS OF 0.70 TO 0.90 MIL OVER A 0.25 B. PLACE FASTENERS AS INDICATED IN MANUFACTURER'S STANDARDS. WATERTIGHT CONDITION. TO 0.3 MIL PRIME COAT TO PROVIDE A TOTAL DRY FILM THICKNESS OF 3.3 INSTALLATION 1.7 SUBMITTALS 0.95 TO 1.25 MIL, TO MEET AAMA 621. BOTTOM SIDE SHALL BE COATED A. PANELS SHALL BE INSTALLED PLUMB AND TRUE IN A PROPER A. PROVIDE FINISH SAMPLES OF ALL COLORS SPECIFIED. WITH A PRIMER WITH A DRY FILM THICKNESS OF 0.25 MIL. FINISH SHALL ALIGNMENT AND IN RELATION TO THE STRUCTURAL FRAMING. THE B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION LAYOUTS OF CONFORM TO ALL TESTS FOR ADHESIONS, FLEXIBILITY AND LONGEVITY ERECTOR MUST HAVE AT LEAST FIVE YEARS SUCCESSFUL EXPERIENCE METAL ROOF PANELS, METAL SOFFIT PANELS, DETAILS OF EDGE AS SPECIFIED BY KYNAR 500 OR HYLAR 50DO FINISH SUPPLIER. WITH SIMILAR APPLICATIONS. CONDITIONS, SIDE -SEAM JOINTS, PANEL PROFILES, CORNERS, D. IF STRIPPABLE COATING TO BE APPLIED ON THE PRE -FINISHED PANELS B. INSTALL METAL PANELS, FASTENERS, TRIM AND RELATED SEALANTS IN ANCHORAGES, TRIM, FLASHINGS, CLOSURES AND ACCESSORIES, AND TO THE TOP SIDE TO PROTECT THE FINISH DURING FABRICATION, ACCORDANCE WITH APPROVED SHOP DRAWINGS AND AS MAY BE SPECIAL DETAILS. DISTINGUISH BETWEEN FACTORY AND SHIPPING AND HANDLING, FILM SHALL BE REMOVED BEFORE REQUIRED FOR A WEATHER -TIGHT INSTALLATION. FIELD -ASSEMBLED WORK INSTALLATION. C. REMOVE ALL STRIPPABLE COATING AND PROVIDE A DRY -WIPE DOWN C. COORDINATION DRAWINGS: ROOF PLANS, DRAWN TO SCALE, ON WHICH E. TRIM: TRIM SHALL BE FABRICATED OF THE SAME MATERIAL AND FINISH CLEANING OF THE PANELS AS THEY ARE ERECTED. THE FOLLOWING ARE SHOWN AND COORDINATED WITH EACH OTHER, TO MATCH THE PROFILE, AND WILL BE PRESS BROKEN IN LENGTHS OF 3.4 DAMAGED MATERIAL B B BASE DON INPUT FROM INSTALLER OF THE ITEMS INVOLVED: 10 TO 12 FEET. TRIM SHALL BE FORMED ONLY BY THE MANUFACTURER A. UPON DETERMINATION OF RESPONSIBILITY, REPAIR OR REPLACE 1. ROOF PANELS AND ATTACHMENTS OF THEIR APPROVED DEALER. TRIM TO BE ERECTED IN OVERLAPPED DAMAGED METAL PANELS AND TRIM TO THE SATISFACTION OF THE 2. BRACINGS AND SUPPORTS CONDITION. USE LAP STRIPS ONLY AS INDICATED ON DRAWINGS. MITER ARCHITECT AND OWNER. 1.8 DELIVERY, STORAGE AND HANDLING CONDITIONS SHALL BE FACTORY WELDED MATERIAL TO MATCH THE END OF SECTION A. DELIVER COMPONENTS, SHEETS, METAL ROOF PANELS AND OTHER SHEETING. MANUFACTURED ITEMS SO AS NOT TO BE DAMAGED OR DEFORMED. F. CLOSURES: USE COMPOSITION OR METAL PROFILED CLOSURES AT THE SEAL \JD. CHRISTIE, A.I.A. No. AR0016722 SEAL v vNVM&CUED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EBOD06691 www.mckimcreed.com LOUVER SCHEDULE MARK MANUFACTURER MODEL NUMBER LOUVER SIZE (WxH) FREE AREA MATERIAL FL APPROVAL N0. NOTES LV-1 RUSKIN ELC6375DXD 5'-4" x 2'-O" 44% ALUMINUM 12232.1 1-6 NOTES: 1. PROVIDE FACTORY SLEEVE(S) AND DAMPERS FOR ALL LOUVERS 2. INSTALL LOUVER AT HEIGHT AS DESIGNATED ON ARCHITECURAL DRAWINGS 3. LOUVER TO BE PROVIDED WITH FACTORY INSECT SCREEN 4. LOUVER FINISH SHALL BE KYNAR - COLOR SELECTED BY OWNER 5. PROVIDE FACTORY SUBMITTAL FOR SLEEVE SIZES TO GENERAL CONTRACTOR FOR COORDINATION PURPOSES PRIOR TO CONSTRUCTION 6. PROVIDE HAND QUADRANT FOR CLOSURE OF LOUVER DAMPER(S) FAN SCHEDULE MARK MANUFACTURER MODEL # SPACE TYPE C.F.M. R.P.M. SONES S.P. MAX WATTS H.P. VOLTS PHASE NOTES EF-1 COOK ACWD 10OW15DH MECHANICAL ROOM WALL EXHAUST 650 1550 9.6 .25 159 1/8 120V 1 P 1-3 EF-1 COOK ACWD 100W15DH CHEMICAL ROOM WALL EXHAUST 650 1550 9.6 .25 159 1/8 120V 1 P 1-3 NOTES: 1. PROVIDE BACKDRAFT DAMPER 2. FACTORY PLUG DISCONNECT 3. PROVIDE LINE -VOLTAGE THERMOSTAT SET AT 80 DEGREES F. OR PER OWNER DOOR AND FRAME SCHEDULE DOOR FRAME FL. DOOR UL HDW APPROVAL REMARKS SIZE DETAILS * N0. LABEL MANUFACTURER MODEL # MAT'L. TYPE GLAZING MAT'L. TYPE SET # WIDTH HGT. M.O. THK. HEAD JAMB SILL 01 N/A SPECIAL-LITE, INC SL-17 PR. S-2" 7'-2" 6'-8" x 7'-4" 1 3/4" FRP D1 LAM ALUM F1 H-1 J-1 S-1 HW-1 9875.2 02 N/A SPECIAL-LITE, INC SL-17 S-0" 7'-2" 3'-4" x 7'-4" 1 3/4" FRP D1 N/A ALUM F1 H-1 J-1 S-1 HW-2 9875.1 MATERIAL LEGEND HARDWARE SETS (ALL FINISHES STAINLESS STEEL UNO) LAM = 5/16" OLD CASTLE STORM GLASS (1/8" HW-1 (BY DOOR MANUF.) HW-2 (BY DOOR MANUF.) ANNEALED GLASS, 0.070" STORM GLASS PVB INTERLAYER, 1/8" ANNEALED GLASS) 2 CONTINUOUS GEAR HINGE SL-11 HD 1 CONTINUOUS GEAR HINGE SL-11HD ALUM = ALUMINUM 2 3-POINT EXIT DEVICE: VON DUPRIN CD9957NL-R/V 4' US32D 1 3-POINT EXIT DEVICE: VON DUPRIN CD9957NL-R/V 4' US32D FR FRP = FIBERGLASS REINFORCED PLASTIC 1 MULLION: VON DUPRIN REMOVABLE MULLION 4954 1 CLOSER: DORMA TS93-5PTHO ANSI 689 HM STL = HOLLOW METAL = STEEL (GALVANIZED) 2 CLOSERS: DORMA TS93-5PTH0 ANSI 689 1 THRESHOLD: SPECIAL-LITE THRS-4 1 THRESHOLD: SPECIAL-LITE THRS-4 1 SPECIAL-LITE WEATHERSTRIPPING PACKAGE 315CR N/A = NOT APPLICABLE 2 SPECIAL-LITE WEATHERSTRIPPING PACKAGE 315CR DRAINAGE MAT BLOK-FLASH® SPLIT FACE CMU SEALANT (TYP) HEAD (H-1) SPLIT FACE CMU SEALANT (TYP) JAMB (J-1) THRESHOLD SET IN SEALANT 8" CMU SEE STRUCT. FOR LINTEL REINF. 8" CMU LINTEL \ SEALANT (TYP) SEALANT (TYP) SEE STRUCT. FOR REINF. MASONRY ANCHORS PER MANUF. FL APPROVAL INSTRUCTIONS, TYP. O w ..:. FIN. CONC. FLOOR a r , '- 1 v . ------- u_.... SILL (S-1) TYP. EXTERIOR DOOR SEALANT (TYP) 3 - HEAD, JAMB & SILL DETAILS SCALE: 1 1 /2" = 1'-0" HEAD (H-2) JAMB (J-2) SILL (S-2) TYP. LOUVER CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 s SEE STRUCT. FOR LINTEL REINF. N I 8" CMU LINTEL ALUM. ANGLES AND FASTENERS PER MANUF. FL PRODUCT APPROVAL INSTALLATION INSTRUCTIONS, TYP. SEE STRUCT. FOR REINF. ANOD. ALUM. CONTINUOUS FRAME W/ MITERED & WELDED CORNERS W/ S.S. SCREWS 0 24" O.C. 1 1 /2" X 1 1 /2" X 1/8" ALUM. CLIP ANGLE, 24" O/C & 6" FROM ENDS. ATT. TO LOUVER W/2-#10 TEK SCREWS PER CLIP. (NIRC) FASTENER (NIRC) ALUM. SILL FLASHING BY LOUVER MANUF. - MATCH LOUVER FINISH PAINTED CMU (TYP) l \ `\ \ \ \ '-10" fi TYPE D1 2„ 21, CV TYPE F1 3'- 0" \ \ N \\ N TYPE D2 1 - DOOR & FRAME TYPES SCALE: 1 /4" = V-0" 2 - ATTIC ACCESS DETAIL SCALE: 1 1/2" = 1'-0" PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS BUILDING DATA & NOTES TYPE F2 ENGINEERED f TRUSS OOD FRAMING fED T1-11 COD CEILING FED 1 x3 WOOD Fni,m FED T1-11 PLYWOOD ACCESS HATCH PANEL DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN JC3/JDC DESIGNED JDC CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: N/A VERTICAL: N/A STATUS: REVISION ISSUE FOR BID DESIGN LOADS: GENERAL NOTES: 1.0 GENERAL 1.1 ALL WORK IS TO BE PERFORMED IN A GOOD, WORKMANLIKE AND PROFESSIONAL MANNER. 1.2 ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE FLORIDA STATE BUILDING CODE, LATEST EDITION, OR LOCAL BUILDING CODE REQUIREMENTS IF MORE STRINGENT. 1.3 THESE DRAWINGS DO NOT SHOW PROVISIONS FOR SAFETY DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE THE REQUIRED BRACING, SHORING, AND SAFETY DEVICES THROUGHOUT THE CONSTRUCTION OF THIS PROJECT. 2.0 COORDINATION 2.1 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH AND COORDINATED WITH GENERAL, ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS AND OTHER CONTRACT DOCUMENTS. 2.2 COORDINATE THE EXACT SIZE AND LOCATION OF ALL SLEEVES AND OPENINGS THROUGH SLABS AND WALLS w/ GENERAL, ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS AND OTHER CONTRACT DOCUMENTS. 2.3 ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS ARE TO BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE CONSTRUCTION WORK PROCEEDS, INCLUDING ORDERING AND FABRICATING MATERIALS. 2.4 INDEPENDENT TESTING OF MATERIALS SHALL BE PROVIDED AS DEFINED IN PROJECT SPECIFICATIONS. IN GENERAL THIS PROJECT INVOLVES THE FOLLOWING: A. CONCRETE. 2.5 IF COORDINATION OF INFORMATION PRESENTED ON DRAWINGS CONFLICTS w/ THE PROJECT SPECIFICATIONS, THE DRAWINGS WILL TAKE PRECEDENCE. 2.6 IN GENERAL CALL -OUTS ARE FOR NEW CONSTRUCTION U.N.O.. EXISTING CONSTRUCTION CALL -OUTS, ELEVATIONS AND DIMENSIONS OF EXISTING STRUCTURES ARE BASED ON EXISTING RECORD DRAWINGS PROVIDED TO McKim & Creed. THE (*) SYMBOL ON INDIVIDUAL FACILITY "STRUCTURAL" DRAWINGS INDICATES EXISTING CONSTRUCTION CALL -OUTS, CONDITIONS, ELEVATIONS AND DIMENSIONS TO BE FIELD VERIFIED BY THE GENERAL CONTRACTOR U.N.O. PRIOR TO CONSTRUCTION, INCLUDING ORDERING & FABRICATING MATERIALS. RECORD DRAWINGS PROVIDED BY THE CITY OF ZEPHYR HILLS UTILIZED INCLUDES: A. NONE UTILIZED. 3.0 FOUNDATIONS 3.1 DESIGN ALLOWABLE SOIL BEARING PRESSURE - 2,500 PSF IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT AS PREPARED BY MC SQUARED, INC. (PROJECT No. T051005.078 DATED JANUARY, 2011). THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THIS VALUE PRIOR TO FOUNDATION CONSTRUCTION. IN AREAS WHERE THE SOIL DOES NOT YIELD THIS BEARING STRESS VALUE, ADJUSTMENT IN THE SLAB DEPTHS AND FOUNDATION DIMENSION MAY BE MADE BY THE ENGINEER BEFORE WORK PROCEEDS. CONTRACTOR IS RESPONSIBLE FOR PERFORMING ANY SUCH ADJUSTMENTS. 3.2 PREPARE THE EXISTING SUBGRADE IN ACCORDANCE w/ THE PROJECT GEOTECHNICAL REPORT AS PREPARED BY MC SQUARED, INC. (PROJECT No. TO51005.078, DATED JANUARY, 2011). IN THE EVENT UNUSUAL SOIL CONDITIONS ARE UNCOVERED, INCLUDING CONDITIONS THAT DEVIATE FROM THOSE DESCRIBED IN THE PROJECT GEOTECHNICAL REPORT, NOTIFY THE OWNER AND ENGINEER PRIOR TO FOUNDATION CONSTRUCTION FOR INSTRUCTIONS HOW TO PROCEED. ADJUSTMENT IN THE SLAB DEPTHS AND GENERAL FOUNDATION CONSTRUCTION MAY BE MADE BY THE ENGINEER BEFORE WORK PROCEEDS. CONTRACTOR IS RESPONSIBLE FOR PERFORMING ANY SUCH ADJUSTMENTS. 3.3 ALL FILL BELOW FOUNDATIONS SHALL BE SELECT MATERIAL FREE FROM ROOTS, TRASH WOOD SCRAPS, AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT EXCEEDING THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT AS PREPARED BY MC SQUARED, INC. (PROJECT No. T051005.078, DATED JANUARY, 2011). 3.4 SLAB ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 3.5 ALL EXCAVATIONS SHALL BE ADEQUATELY DEWATERED BEFORE PLACEMENT Or CONCRETE. NO CONCRETE OR CONCRETE FILL SHALL BE PLACED IN STANDING WATER. WATER ACCUMULATION EXCEEDING 1 INCH SHALL BE PUMPED OUT. 3.6 SLAB AND FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY AN OWNER'S CONSTRUCTION REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE. 3.7 ALL SLABS AND FOOTINGS SHALL BE CENTERED UNDER THE SUPPORTING MEMBER UNLESS NOTED OTHERWISE. 3.8 CONSTRUCTION JOINTS IN SLABS, WALLS AND FOOTINGS SHALL BE MADE AT LOCATIONS SHOWN ON DRAWINGS. 3.9 ANCHOR BOLTS SHALL BE SET BY MEANS OF TEMPLATE. "FLOATING" ANCHOR BOLTS INTO PLACE IS PROHIBITED. 3.10 CONTRACTOR IS TO VERIFY THE ELEVATION AND LOCATION OF ALL EXISTING AND PROPOSED UTILITIES PRIOR TO CONSTRUCTION. ANY "KNOWN" UTILITY LINES DAMAGED WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. IF ANY "UNKNOWN" UTILITY LINES ARE ENCOUNTERED WHEN EXCAVATING THE CONTRACTOR IS TO CEASE ALL EXCAVATION ACTIVITY UNTIL THE ENGINEER AND OWNER ARE NOTIFIED AND INSTRUCTIONS ARE PROVIDED ABOUT HOW TO PROCEED. 3.11 THE CONTRACTOR SHALL OBTAIN THE OWNER'S PERMISSION BEFORE ENCASING OR BACK FILLING AROUND ANY EXISTING UNDERGROUND STRUCTURE, PIPING, ELECTRICAL, OR OTHER UNDERGROUND WORK. 4.0 REINFORCING STEEL 4.1 BARS SHALL BE ROLLED FROM NEW BILLET -STEEL OF DOMESTIC MANUFACTURE CONFORMING TO "STANDARD SPECIFICATION FOR DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT," ASTM A 615, GRADE 60 AND SUPPLEMENTARY REQUIREMENT S-1. 4.2 DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE "ACI DETAILING MANUAL," LATEST PUBLICATION. 4.3 REINFORCING STEEL IN PLACE SHALL BE REVIEWED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE. IN GENERAL "CLR" DISTANCES FOR CONCRETE COVER ARE PROVIDED ON THE DRAWINGS IN THE SECTIONS & DETAILS. FOR SECTIONS & DETAILS w/OUT CONCRETE COVER FOR REINFORCING BARS REFERENCE THE PROJECTS SPECIFICATIONS. 4.4 WELDED WIRE FABRIC SHALL CONFORM TO "STANDARD SPECIFICATION FOR WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT," ASTM A-185. 4.5 WHERE WELDED WIRE FABRIC IS REQUIRED IN SLABS -ON -GRADE PLACE AT CENTER OF SLABS -ON -GRADE UNLESS NOTED OTHERWISE. 4.6 PROVIDE BARS AT CORNERS AND INTERSECTIONS OF SLAB THK'D T/D EDGES, AT CORNERS AND INTERSECTIONS OF FOOTINGS. CORNER BARS SHALL BE OF THE SAME NUMBER AND SIZE AS LONGITUDINAL BARS, U.N.O. ON THE DRAWINGS. 4.7 FABRICATE CONTINUOUS BARS IN SLABS, WALLS AND FOOTINGS TO THE LONGEST PRACTICABLE LENGTHS. 4.8 REINFORCING STEEL SHALL NOT BE BENT AFTER BEING PARTIALLY EMBEDDED IN HARDENED CONCRETE. 4.9 BARS SHALL BE COLD BENT AND SHALL NOT BE HEATED FOR ANY REASON. 4.10 REINFORCING BARS SHALL NOT BE WELDED UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4.11 REFERENCE DRAWINGS FOR REQUIREMENTS FOR LAP REINFORCING STEEL IN CONCRETE. IT IS ACCEPTABLE TO LAP REINFORCING A MINIMUM 50 BAR DIAMETERS, UNLESS NOTED OTHERWISE. 4.12 LAP SPLICED BARS IN CONCRETE ARE TO BE WIRE TIED. 5.0 CONCRETE 5.1 IN GENERAL CONCRETE SHALL DEVELOP 3,000 TO 4,000 psi MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. REFERENCE "DESIGN CRITERIA" THIS DWG. & PROJECT SPECIFICATIONS, FOR APPLICATION & SPECIFIC CONCRETE MIX DESIGN REQUIREMENTS. 5.2 CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 & TO "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES", ACI 350 (LATEST EDITIONS). 5.3 PLACE 1/2 INCH EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL SURFACES UNLESS NOTED OTHERWISE. 5.4 PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS, FOOTINGS AND WALLS AT LOCATIONS SHOWN ON THE DRAWINGS, AT OFFSETS AND CHANGES IN DIRECTION AND AT (30) FEET MAXIMUM U.N.O.. GENERAL CONTRACTOR IS TO PROVIDE CONSTRUCTION JOINT LAYOUT PLAN PER THE PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION, INCLUDING ORDERING & FABRICATING MATERIALS. 5.5 CHAMFER EXPOSED EDGES OF CONCRETE 3/4 INCH, UNLESS NOTED OTHERWISE. 5.6 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CURING OF ALL CONCRETE. CURING METHODS SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318, "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES" ACI 350 AND "STANDARD PRACTICE FOR CURING CONCRETE," ACI 308, LATEST EDITIONS. 5.7 UNLESS NOTED OTHERWISE DOWELS SHALL BE THE SAME NUMBER AND SIZE AS THE LARGEST VERTICAL/HORIZONTAL BAR TO WHICH THEY ARE SPLICED. 5.8 REFERENCE PROJECT SPECIFICATIONS FOR REQUIRED FINISHES. 5.9 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR APPROVAL TO OWNER PRIOR TO FABRICATION. DO NOT FABRICATE REINFORCING PRIOR TO RECEIPT OF APPROVED SHOP DRAWINGS. 5.10 CONCRETE MIXES TO BE REVIEWED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE. COMPRESSIVE .STRENGTH TEST CYLINDERS TO BE REVIEWED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE THROUGHOUT CONCRETE CONSTRUCTION OF THE PROJECT. 5.11 CONCRETE ACCESSORIES AS FOLLOWS: a.) PREFORMED WATERSTOPS SHALL BE PVC IN ACCORDANCE w/ THE PROJECT SPECIFICATIONS. b.) EXPANSIVE WATERSTOPS MAY BE ADEKA ULTRA SEAL TYPE MC-2010M OR AN APPROVED EQUAL. THE WATERSTOP CAN BE ADHERED TO THE CONCRETE w/ 3M-2141 BONDING ADHESIVE OR NAILED IN PLACE USING 1.5 INCH CONCRETE NAILS SPACED (3) TO (6) INCHES APART. c.) CAULK/SEALANT - SONOLASTIC (2) PART POLYSULFIDE. d.) BONDING AGENT - SHALL BE STRUCTURAL EPDXY ADHESIVE CONFORMING TO ASTM C-881 TYPE I AND II, GRADE 2, CLASS B AND C WITH A MINIMUM BOND STRENGTH OF 1900 PSI. 1.) SIKA ARMATEC 110 EpoCem OR AN APPROVED EQUAL. LRIEV.NO. DESCRIPTIONS DATE REVISIONS SEAL V�c, , WILLIAM F. BAND, P.E. No. 67838 6.0 GROUT 6.1 PROVIDE NON -SHRINK GROUT UNDER ALL COLUMN BASE PLATES AND BEAM BEARING PLATES AND ELSEWHERE AS INDICATED ON DRAWINGS. NON -SHRINK GROUT SHALL CONFORM TO ASTM C 1107. 6.2 GROUT SHALL BE NON-METALLIC AND NON -STAINING AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7000 psi. 7.0 MASONRY 7.1 CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 90. UNITS ARE TO BE NORMAL WEIGHT UNLESS NOTED OTHERWISE. 7.2 REQUIRED COMPRESSIVE STRENGTH OF MASONRY ASSEMBLAGE, f'm, IS 1900 psi (MINIMUM), UNLESS NOTED OTHERWISE ON THE DRAWINGS. 7.3 MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 270 AND SHALL BE TYPE S WITH PORTLAND CEMENT (ASTM C 150), MASONRY SAND (ASTM C 144) AND HYDRATED LIME (ASTM C 207). CALCIUM CHLORIDE IS PROHIBITED. 7.4 GROUT FILL FOR HOLLOW MASONRY UNITS SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 psi AND SHALL BE NORMAL WEIGHT PEA -GRAVEL CONCRETE. 7.5 JOINT REINFORCING: "TRUSS" TYPE OR "LADDER" TYPE REFERENCE PROJECT SPECIFICATIONS AND DRAWINGS. 7.6 JOINT ANCHORS: REFERENCE PROJECT SPECIFICATIONS. 7.7 WALL TO COLUMN TIES: REFERENCE PROJECT SPECIFICATIONS. 7.8 MASONRY CONSTRUCTION INCLUDING GROUT FILL, MORTAR AND HORIZONTAL & VERTICAL REINFORCING TO BE REVIEWED BY THE THE OWNER'S CONSTRUCTION REPRESENTATIVE THROUGHOUT MASONRY & CONCRETE CONSTRUCTION OF THE PROJECT. 8.0 STRUCTURAL STEEL 8.1 STEEL SHALL CONFORM TO "STANDARD SPECIFICATION FOR STRUCTURAL STEEL," ASTM A-36 (Fy=36 ksi) FOR ANGLES, PLATES AND CHANNEL SECTIONS. WIDE FLANGE SECTIONS SHALL CONFORM TO ASTM A-572 (Fy=50ksi). HOLLOW STEEL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE B (Fy=46 ksi). STEEL PIPE SHALL CONFORM TO ASTM A-53, GRADE B, (Fy=35 ksi). 8..2 STEEL WORK SHALL CONFORM TO "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS", OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC., (LATEST EDITION), INCLUDING ALL SUPPLEMENTS AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", (LATEST EDITION). 8.3 CONNECTION BOLTS SHALL BE 3/4 INCH DIAMETER CONFORMING TO "STANDARD SPECIFICATION FOR HIGH -STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS", ASTM A-325, UNLESS NOTED OTHERWISE CONNECTIONS ARE BEARING TYPE WITH THREADS EXCLUDED FROM SHEAR PLAN ES- (A-325x). 8.4 WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY AWS D1.1 "STRUCTURAL WELDING CODE". WELDING SHALL BE PERFORMED BY CERTIFIED PERSONNEL WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TEST PRESCRIBED IN THE AWS "STRUCTURAL WELDING CODE". ELECTRODES SHALL CONFORM TO AWS 5.5, E70XX. 8.5 STEEL LINTELS FOR MASONRY CONSTRUCTION SHALL BEAR (8) INCHES MINIMUM ON THE MASONRY U.N.O.. 8.6 THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING, AND GUYING OF STEEL FRAMING AGAINST WIND, CONSTRUCTION LOADS, AND OTHER TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER REQUIRED FOR THE SAFE SUPPORT OF THE FRAMING. 8.7 ALL COPES, BLOCKS, CUTS, CUT-OFFS AND OTHER CUTTING OF STRUCTURAL STEEL MEMBERS SHALL HAVE ALL RE-ENTRANT CORNERS SHAPED, AND NOTCH FREE TO A RADIUS OF 1 /2 INCH MINIMUM. THE FILLET AND ITS CONTIGUOUS CUTS SHALL MEET WITHOUT OFFSET OR CUTTING PAST THE POINT OF TANGENCY. 8.8. ANCHOR BOLTS SHALL BE ASTM F-1554 OR A-36 HEADED OR NON -HEADED AS INDICATED ON THE DRAWINGS. NON -HEADED SHALL HAVE HOOKS AS REQUIRED BY THE DRAWINGS. PROVIDE TWO (2) NUTS AND WASHERS WITH EACH ANCHOR BOLT AT COLUMNS UNLESS NOTED OTHERWISE. 8.9 OVERSIZED AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. 8.10 SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER, AS TO LOCATION & TYPE OF SPLICE. ANY MEMBER HAVING A SPLICE NOT SHOWN AND DETAILED ON THE APPROVED SHOP DRAWINGS SHALL BE REPLACED. 8.11 PRE -GROUTING BASE PLATES IS PROHIBITED. 8.12 ALL HOLES IN STRUCTURAL STEEL ARE TO BE PUNCHED OR DRILLED. FLAME CUTTING OF STEEL IS STRICTLY PROHIBITED. 8.13 ALL DESIGN, DETAILING, FABRICATION, COATING AND ERECTION SHALL BE IN ACCORDANCE w/ THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION. 8.14 STRUCTURAL STEEL ERECTION SHALL BE REVIEWED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE. 8.15 IN GENERAL SHOP CONNECTIONS SHALL BE EITHER WELDED AND BOLTED AND FIELD CONNECTIONS SHALL BE BOLTED UNLESS NOTED OTHERWISE. SEAL 8.16 FABRICATOR/CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR OWNER/ENGINEER APPROVAL PRIOR TO FABRICATION. ALL SHOP DRAWINGS MAY BE EXPEDITED IF THE FABRICATOR ADHERES CLOSELY TO THE DETAILS, NOTES, AND INSTRUCTIONS, SHOWN ON THE DRAWINGS. 8.17 ALL GALVANIZED MATERIALS THAT ARE FIELD CUT, FIELD WELDED OR DAMAGED IN SURFACE FINISH SHALL BE CLEANED AND RE -COATED AS CALLED OUT IN THE PROJECT SPECIFICATIONS. 9.0 ALUMINUM 9.1 ALUMINUM FABRICATION SHALL BE IN CONFORMANCE WITH THE ALUMINUM ASSOCIATION, INC. "SPECIFICATIONS FOR ALUMINUM STRUCTURES". 9.2 UNLESS NOTED OTHERWISE, MATERIALS SHALL BE: a. PLATE & SHEET - ASTM 8209; 6061-T6, 6061-T651 ALLOY. b. EXTRUDED SHAPES - ASTM 8221; 6061-T6, 6061-T651 ALLOY. PIPE SECTIONS ARE SCHEDULE 40 U.N.O.. c. CASTINGS - ASTM B108; 214 ALLOY. d. BOLTS - ASTM A193; GRADE B8 OR, ASTM 276; TYPE 316 STAINLESS STEEL. e. NUTS - ASTM A194; GRADE M, OR ASTM 276; TYPE 316 STAINLESS STEEL. 9.3 ALUMINUM SHALL BE SEPARATED FROM DIRECT CONTACT WITH OTHER MATERIALS (STEEL, CONCRETE, ETC.) BY PRESSURE SENSITIVE TAPE, BITUMASTIC COATING, OR OTHER PROTECTIVE METHOD SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE. 9.4 CONNECTIONS SHALL HAVE A MINIMUM OF TWO 3/4" DIAMETER STAINLESS STEEL BOLTS. 9.5 WELDING ALUMINUM SHALL CONFORM TO AWS A5.10 & THE REQUIREMENTS OF THE ALUMINUM ASSOCIATIONS "ALUMINUM DESIGN MANUAL" (LATEST EDITION) TABLE 7.1-1 FOR WELD FILLERS FOR WROUGHT ALLOYS. 9.6 PRE -GROUTING BASE PLATES IS NOT PERMITTED. 9.7 ALL HOLES IN ALUMINUM ARE TO BE PUNCHED OR DRILLED. FLAME CUTTING OF STEEL IS STRICTLY PROHIBITED. 9.8 FABRICATOR/CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR OWNER/ENGINEER APPROVAL PRIOR TO FABRICATION. ALL SHOP DRAWINGS MAY BE EXPEDITED IF THE FABRICATOR ADHERES CLOSELY TO THE DETAILS, NOTES, AND INSTRUCTIONS, SHOWN ON THE DRAWINGS. 9.9 REFERENCE PROJECT SPECIFICATIONS AND DRAWINGS FOR HANDRAIL/GUARDRAIL REQUIREMENTS. 10.0 PRE-ENGINEERED TIMBER TRUSSES 10.1 TRUSS FABRICATOR SHALL FURNISH TRUSS LAYOUT, SHOP DRAWINGS, ENGINEERING DESIGN COMPUTATIONS, CONNECTION DETAILS, TOP & BOTTOM CHORD BRIDGING & BRACING REQUIREMENTS FOR TRUSSES ON THE TRUSS LAYOUT PLAN, ALL INCLUDING THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. NOTE THE ENGINEER's SEAL, ACCOMPANIED BY THE ENGINEER's SIGNATURE & DATE CERTIFIES THE TRUSS DESIGN WORK ADHERES TO THESE SPECIFIED REQUIREMENTS IN ADDITION TO THE LATEST REVISION OF THE FLORIDA BUILDING CODE (FBC). 10.2 SHOP DRAWINGS ARE TO BE SUPPLIED TO OWNERS REPRESENTATIVE AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION (INCLUDING ORDERING OF MATERIALS) & ERECTION. THE SHOP DRAWINGS SHALL INCLUDE TRUSS DESIGN IN ADDITION TO: a.) CHORD & WEB MEMBER LAYOUTS AND SIZES. b.) TRUSS HORZ. & VERT. TOP & BOTTOM CHORD BRIDGING AND BRACING MEMBER LAYOUTS AND SIZES. c.) CALL OUT OF ALL INDIVIDUAL TRUSS CONNECTORS. CONNECTORS TO MANUFACTURED BY SIMPSON STRONG -TIE OR AN APPROVED EQUAL. d.) CALL OUT ALL OF THE TRUSS METAL PLATE CHORD/WEB CONNECTORS USED TO FABRICATE THE TRUSSES. e.) CALL OUT REQUIRED HORIZONTAL AND VERTICAL LOADING COMPONENTS & REACTIONS DUE TO APPLICABLE GRAVITY DEAD, COLLATERAL AND LIVE LOADS, WIND, SNOW AND SEISMIC LOADING. 10.3 REFERENCE DRAWINGS FOR REQUIREMENTS TO ANCHOR THE TRUSSES TO THE STRUCTURE. 10.4 PRE -MANUFACTURED ROOF TRUSSES ARE TO BE CONSTRUCTED OF 2x TIMBER FRAMING & SHALL ADHERE TO THE FOLLOWING: a. ROOF TRUSS DESIGN LOADS ARE THE FOLLOWING: TOP CHORD DEAD LOAD = 15 psf TOP CHORD LIVE LOAD = 20 psf BOTTOM CHORD DEAD LOAD = 15 psf BOTTOM CHORD LIVE LOAD = 20 psf WIND LOADS: FLORIDA BUILDING CODE CHAPTER 16 & ASCE 7. LOAD DURATION FACTOR 1.15 10.5 ALL WOOD MEMBERS SHALL BEAR THE IDENTIFICATION GRADE AS CALLED FOR IN THE FABRICATOR's SEALED ENGINEERED DESIGN CALCULATIONS & SHOP DRAWINGS. 10.6 PROVIDE THE REQ'D CAMBER IN EACH ROOF TRUSS SO THAT THE DEAD LOAD & LIVE LOAD DEFLECTION SHALL BE THE SAME IN ALL PLANES. 10.7 THE ERECTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING TO RESIST ALL FBC LOAD CASES POSSIBLY ENCOUNTERED DURING ERECTION. 10.8 THE ERECTOR SHALL INSTALL ALL TOP & BOTTOM CHORD BRIDGING AND TRUSS BRACING AS CALLED OUT IN THE FABRICATOR's SEALED ENGINEERED DESIGN CALCULATIONS & SHOP DRAWINGS. COORDINATE w/ THE GC RESPONSIBILITY OF INSTALLING THE TOP & BOTTOM CHORD BRACING/BLOCKING. v v MCK1A4&CREED 3802 Ehrlich Road, Suite 306 Tampa, Florida 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com 10.9. TRUSS CONNECTORS AND TRUSS ANCHOR TIES SHALL BE GALVANIZED & MANUFACTURED BY "SIMPSON STRONG TIE". TRUSS CONNECTORS AND ANCHORS AS CALLED OUT ON BOTH THE SHOP AND STRUCTURAL DRAWINGS MAY BE REVISED BY THE ENGINEER OF RECORD (E.O.R.) THIS DRAWING DURING THE SHOP DRAWING REVIEW PHASE. CONNECTORS AND ANCHOR TIES SHOWN ARE BASED UPON ESTIMATED UPLIFT REACTIONS THAT WILL BE VERIFIED BY THE E.O.R. IT IS RECOMMENDED THE GC DO NOT ORDER TRUSS CONNECTORS UNTIL THE "FINAL" ROOF FRAMING SHOP DRAWINGS HAVE BEEN APPROVED. REVISED TRUSS CONNECTORS WILL BE AT NO ADDITIONAL COST TO THE OWNER OR THE ENGINEER OF RECORD (THIS DRAWING). 10.10. MAXIMUM TRUSS SPACING AS INDICATED ON THE APPROVED SHOP DRAWINGS. 11.0 ABBREVIATIONS 11.1 THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED. ADD'L = ADDITIONAL JT. = JOINT AL = ALUMINUM L.P. = LOW POIN ARCH. = ARCHITECTURAL MAS. = MASONRY BD. = BOARD MAT'L. = MATERIAL BLDG. = BUILDING MFG. = MANUFAC BILK. = BLOCK MIN. = MINIMUM BM. = BEAM M.O. = MAS. OP B.O. = BOTTOM OF MTL. = METAL BRIG.= BEARING NOM. = NOMINAL BTM. = BOTTOM N.S. = NEAR SID C.I.P. = CAST -IN -PLACE N.T.S. = NOT TO CLR. = CLEAR O.C. = ON CENT CMU = CONC. MASONRY UNIT O/F = OUTSIDE CONC. = CONCRETE O/H = OVERHAN CONN. = CONNECTION 0/0 = OUT TO CONST.= CONSTRUCTION OPNG. = OPENING CONT. = CONTINUOUS OPNG's= OPENINGS COORD.= COORDINATE ORIENT.= ORIENTATI CTR. = CENTER PLCS. = PLACES CTR'D. = CENTERED P.T. = PRESSUR DIR. = DIRECTION REF. = REFEREN DWG. = DRAWING REINF. = REINFORC DWGS. = DRAWINGS REQ'D. = REQUIRED DWG's = DRAWINGS SIM. = SIMILAR DWL. = DOWEL SL. = SLOPED DWL's = DOWELS SPA. = SPACED EA. = EACH SPECS. = SPECIFIC EL = ELEVATION STD. = STANDAR E.O. = EDGE OF STL. = STEEL EQ. = EQUAL T&B = TOP & B EQUIP. = EQUIPMENT T/D = TURN DO EXIST. = EXISTING THK. = THICK EXP. = EXPANSION THK'D = THICKENE EXTR. = EXTERIOR T.O. = TOP OF FDN. = FOUNDATION TYP. = TYPICAL FRMG. = FRAMING U.N.O. = UNLESS F.S. = FAR SIDE VERT. = VERTICAL FT. = FEET W.P. = WORK PO FTG. = FOOTING W.W.F. = WELDED H.P. = HIGH POINT I/F = INSIDE FACE INFO. = INFORMATION INTR. = INTERIOR 77'1 CITY OF ZEPHYRHILLS LIVE LOAD: 300 PSF ROOF: 20 PSF SNOW: NA, IMPORTANCE FACTOR (Is): NA SEISMIC: NA, IMPORTANCE FACTOR (le): NA WIND: ZONE: 120 mi/hr, EXPOSURE C, CATEGORY III, IMPORTANCE FACTOR (Iw): 1.15 T TU RER NG. E SCALE ER FACE G OUT E TREATED CE ING ATIONS D OTTOM WN h' NOTED OTHERWISE WIRE FABRIC FLORIDA BUILDING CODE (FBC) 2007 & ASCE 7-05 WIND DESIGN: CALCULATED WIND BASE SHEARS: Vx = 8 k Vy = 8 k COMPONENTS & CLADDING WIND PRESSURES: ROOF: ZONE 1 = 18.03 PSF & -28.68 PSF ZONE 2 = 18.03 PSF & -49.97 PSF ZONE 3 = 18.03 PSF & -73.81 PSF WALLS: ZONE 4 = 31.34 PSF & -34.00 PSF ZONE 5 = 31.34 PSF & -41.99 PSF DESIGN CRITERIA: CONCRETE 28 DAY COMPRESSIVE STRENGTH: SLAB -ON -GRADE: EQUIPMENT PADS: WALLS OF LIQUID CONTAINMENT STUCTURES (LCS): SLABS OF LCS: FOOTINGS: BELOW GRADE & RETAINING WALLS: SIDEWALK: REINFORCING STEEL: WELDED WIRE FABRIC: STRUCTURAL STEEL: ALUMINUM: BOLTS SHALL BE 3/4"0 ASTM A325 OR TYPE 316 S.S.: ANCHOR BOLTS SHALL BE 3/4"0 ASTM F-1554 OR ASTM A-36 (STEEL); TYPE 316 S.S. (ALUMINUM): STEEL ELECTRODES SHALL CONFORM TO: ALUMINUM WELD FILLERS ALLOYS SHALL CONFORM TO: SOIL BEARING CAPACITY: LEGEND: ENLARGED PLAN AREA, DETAIL CONC. MASONRY BLOCK BRICK VENEER CONC. WALL, PAD, ETC. GROUT GRATING DETAIL OR SECTION NUMBER/SHOWN ON SHEET PROJECT NORTH ELEVATION DATUM NORTH _ STEP IN FOOTING ELEVATION = ELEVATION NUMBER/SHOWN ON SHEET f'c = 4,000 psi f'c = 3,000 psi f'c = NA psi f'c = NA psi f'c = 4,000 psi f'c = NA psi f'c = 3,000 psi ASTM A615, GRADE 60 ASTM A185 REF. STRUCTURAL NOTE 8.1 REF. STRUCTURAL NOTE 9.2 REF. STRUCTURAL NOTES 8.3 & 9.2.d REF. STRUCTURAL NOTE 8.8 AWS 5.5 E70XX AWS A5.10 (REF. STRUCTURAL NOTE 9.5) REF. STRUCTURAL NOTE 3.1 ELEVATIONS X'-X" (Y.YY') = X'-X" = DISTANCE TO/FROM FACILITY REFERENCE EL 0'-0" Y.YY' = EQUIVALENT SITE EL VERTICAL DATUM PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS STRUCTURAL GENERAL NOTES, DESIGN LOADS, DESIGN CRITERIA AND LEGEND DATE: JANUARY 2012 MCE PROJ. # 4584-0003 DRAWN WFB DESIGNED WFB CHECKED JSL PROJ. MGR. MSL �YffAJIM HORIZONTAL: NA VERTICAL: NA NG NUMBER STATUS: REVISION ISSUE FOR BID �i z 0 0 0 0 00 N 0 0 Of Q L w o' d- I N 0 0 0 z CIO 0 0 I 0 0 I z o_ 0 H 00 u PIPE SLEEVEJL T.O. CONC. SLAB EL 0'-0" (147.50') [TYP. U.N.O.] REF. NOTE 6 J OIL T.O. CONC. PAD EL 0'-4" (147.83 NP U) CV 26'-8" (0/0 CONC.) 10'-8" (0/0 CMU) 4'-0" (REF. ARCH. DWG's) 4'-0" 6'-8" E.O. C.I.P. REINF. CONC. FTG. 8" SLAB -ON -GRADE REINF. w/ 2'-0" 4'-8" (TYP.) #4 BARS SPA. ® 8" O.C. EA. WAYq WELL (® MID -DEPTH OF SLAB) TS2 4'-5" T.O. CONC. FTG. 2.S2 [REF. NOTES 1, 3, 5 & 7] (TYP.) 9.52 EL -0'-8" (146.83') I I REF. NOTE 8 _::_ - ---------------------- TMI I I N r. _ Z) r - - - - T.O. CONC. PAD (L.P.) I --- I N )A 0 v EL-0'-0j" (147.46') I (cn S.s2 01 LL T.O. CONC. PAD H.P. i� EL 0'-0" (147.50') I S . I- TS2PIPE SLEEVE I L � ----z-J `O �. I I S2 iI 0 I� I L _ J z -------------------------------J (TYP.) 0 -^-------- -- 3.S2- - - - - - - - - - - --171 I I I I I 4.S2 T.O. CONC. PAD H.P. EL 0'-0" (147.50') I C;LO L------------(TYP.) --------------� ki) I I I I I 5.S2 (TYP.) T.O. CONC. PAD (L.P.) EL-0'-0j" (147.45') 91-81, 26'-8" (0/0 CONC.) 6'-0" '006Nhh, 40 1 - PLAN - PUMP STATION FOUNDATION SCALE: 1 /4" = V-0" FOUNDATION PLAN NOTES. NORTH 1. REFERENCE ELEVATION FOR THE PUMP STATION FACILITY IS THE FACILITY'S SLAB -ON -GRADE T.O. CONC. EL 0'-0" = EL 147'-6" (147.50') N.G.V.D.-29. REFERENCE CIVIL DWGS. FOR ADDITIONAL INFORMATION. CONT. CHAMFER ® PERIMETER OF 2. GRADE ELEVATION AROUND THIS STRUCTURE IS 147.00' (f) REFERENCE CIVIL DRAWINGS (3) OPEN SIDES OF PAD FOR ADDITIONAL INFORMATION. (TYP. EA. PAD) 3. PREPARE SUBGRADE FOR THIS FACILITY PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. INTR. SLAB -ON -GRADE 4. PIPE & EQUIPMENT LAYOUTS ARE SHOWN FOR GENERAL INFO ONLY. REFERENCE CIVIL, (REF. PLAN) ELECTRICAL, MECHANICAL & EQUIPMENT VENDOR DRAWINGS FOR LOCATIONS & INFO REGARDING SLAB PENETRATIONS, OPENINGS, PIPING & MISCELLANEOUS EQUIPMENT T.O. CONIC. PAD EITHER SHOWN OR NOT SHOWN. EL 0'-4" (147.83') 5. REFERENCE EQUIPMENT VENDOR DRAWINGS FOR COORDINATION & INSTALLATION OF [REF. PLAN] ANCHORING EQUIPMENT TO THE P.S. FOUNDATION SLAB. 6 C.I.P. REINFORCED CONCRETE SUPPORT SLAB/FOOTING FOR ANTENNA TOWER BOTH THE ,� T.O. CONIC. SLAB 0 T.O. CONC. PAD (L.P.) 0 EL-0'-0j" (147.46') `. 00 T.O. CONIC. PAD (L.P.) N EL -0'-1" (147.42') 0 N 8" CMU WALL (TYP. U.N.O.) 0 10 N E.O. C.I.P. REINF. CONC. SLAB -ON -GRADE THK'D T/D & O/F CMU WALL ABOVE (TYP.) E.O. C.I.P. REINF. CONC. "ENTRY PAD" SLAB -ON -GRADE THK'D T/D (TYP. A. ENTRY DOOR) 6" SLAB -ON -GRADE REINF. w/ 6x6-W2.9xW2.9 W.W.F. MID -DEPTH OF SLAB (TYP.) [REF. NOTES 1, 2 & 3] #4 BARS SPA. @ 10" O.C. EA. WAY ® MID -DEPTH OF THE PAD #3 DOWELS w/ STD. 90' HOOK SPA. @ V-8" O.C. EA. WAY, ANCHOR TO SLAB w/ HILTI HY150 INJECTION ADHESIVE & EMBED 2j" (MIN.) IN TO THE SLAB -ON -GRADE WALL 8" "SPLITFACE" CMU REINF. w/ #4 BARS ® SPA. 4'-0" O.C. (GROUT FILL CELLS w/ REINF.) SLAB REINF. w/ 90' HOOK THK'D T/D (TIE TO BTM. REINF) [TYP. EA. END] T.O. CONC. SLAB Y EL 0'-0" (147.5( [REF. PLAN] 0 1 N I J2 1 VERT. WALL REINF. & DWL.'s CTR'D IN WALL (SHOWN OFFSET FOR CLARITY) #4 DOWEL w/ STD. 90' HOOK, SPA. ® 4'-0" O.C., SPLICE 2'-0" (MIN.) 2'-0" 00 (SPLICE LENGTH) Q J INTR. SLAB -ON -GRADE (REF. PLAN) X 0 N L LAYER OF #57 STONE (COMPACTED) ;.o J #4 "Z"-BARS SPA. ®1'-4" O.C. 3" CLR. (TYP.) 1,_0» (2) CONT. #5 BARS (EQ. SPA.) - SECTION - TYP. EXTR. WALL E.O. SLAB THK'D T/D 2 SCALE: 1 /2" = 1'-0" WALL 0 ,�, T.O. CONC. SLAB :. P.S. EXTR. CMU WALL EXTR. GRADE" THK. EXP. JT. MAT'L (BEYOND) (FULL WIDTH OF ENTRY PAD) [TYP.] SLAB -ON -GRADE ENTRY PAD #4 "STRAIGHT" BAR DWL's 2'-0" LONG & (REF. PLAN) [TYP.] SPA. @ V-0" O.C. (EMBED V-0" IN SLAB) 0 SL. [GREASE ENTRY PAD E.O. BAR] J (NOT SHOWN FOR CLARITY) INTR. SLAB -ON -GRADE a [REF. PLAN] ; ; (REF. PLAN) w T.O. CONC. SLAB J. EL VARIES 0 0 X-EsX-X-X-X-x- �. .. . (REF. PLAN) I o a 4 1 D D D D .I d 0 I LAYER OF #57 STONE (COMPACTED) \- LAYER OF #57 STONE (COMPACTED) REF. SECTION 5.S2 FOR ADD'L SLAB -ON -GRADE P.S. SLAB -ON -GRADE THK'D T/D ENTRY PAD INFO (REF. SECTION 2.S2) 4 - SECTION - TYP. E.O. SLAB THK'D T/D / ENTRY PAD SCALE: 1 /2" = 1'-0" #4 DOWELS w/ STD. 90' HOOK 8" "SPLITFACE" CMU WALL SPA. ® 2'-0" O.C. REINF. w/ #4 BARS SPA. @ 2'-0" O.C. (ALTERNATE HOOK DIR. EVERY OTHER BAR) [SPLICE 2'-0" (MIN.) w/ WALL REINF] GROUT (FULL FILL ALL REINF. CELLS WALL HT.) T.O. STONE EL -0'-1" (147.42') [N.S.] (5) CONT. #4 BARS EQ. SPACED (T&B) °(T&B) 2�, #4 BARS SPA. ®8" O.C. j4T.O. CONC. FTG. a v „ , EL -0 -8 (146.8,3 ) [REF. PLAN] • a • ANTENNA TOWER & THE SUPPORT SLAB/FOOTING TO BE DESIGNED BY OTHERS. EL 0'-0" (147.50') REFERENCE THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. [REF. PLAN] d a 7. REFERENCE ARCH. DWG's & PROJECT SPECIFICATIONS FOR BELOW SLAB -ON -GRADE VAPOR BARRIER REQUIREMENTS. VAPOR BARRIER CALL -OUTS NOT SHOWN ON "S"-DWG. D D IDD D D z J D D D 0- SECTIONS & DETAILS FOR CLARITY. 8. C.I.P. REINFFORCED CONCRETE AT EXISTING WELL HEAD. LAYER OF #57 STONE oo Uj 9. REFERENCE DWG. S1 FOR GENERAL NOTES & DESIGN CRITERIA. (COMPACTED) [TYP.] 6 - SECTION - TYP. E.O. FUTURE TANK HOUSEKEEPING PAD S.S. Vs, ANCHOR BOLTS, PIPE & WELL HEAD ASSEMBLY SCALE: 1/2" = 1'-0" GROUT & NEOPRENE GASKET ASSEMBLY (REF. MECH. DWG's) i PIPE CAULK & SEAL (CONT.) VERT. CHAMFER CASING &WELL HEAD ASSEMBLY CONT. CHAMFER 8" "SPLITFACE" CMU WALL (TYP. EA. CORNER) (TYP. ALL AROUND) (REF. PLAN) I #5 DOWELS EQ. SPA. @ 6" O.C. - [REF. TS2 FOR WALL REINF.] ° (7 EA. FACE) [TYP. EA. WALL] T.O. CONIC. #5 DOWELS w/ STD. 90' HOOKS a, I ° a ° WELL CASING (24"0 (MAX.)) EL 2'-0" (149.50') SPA. @ 6" O.C. [REF. MECH. DWG's] REF. PLAN & TS2 FOR 3" CLR. ° #5 TIES SPA. 6" O.C. 0 I --- - - ----� CASING & WELL HEAD ASSEMBLY GRAVEL REQ's (TYP.) (TYP.) (INSTALL IN FTG. AS SHOWN) K, [REF. DETAIL 10.S2] " ------ #5 "PERIMETER" TIES CMU WALL FTG. SPA. @ 6" O.C. ° (REF. 7.S2 FOR REINF. (T&B)] ° ° [TYP. EA. WALL FTG.] ° #5 "CORNER" TIES SPA. @ 6" O.C. p .... (2) #5 BARS EA. SIDE OF 3" CLR. (135' BAR BEND EA. END) ° WELL CASING (EQ. SPA.) Q a [T&B] " (TYP.) V-9„ 1,-9„ E.O. WALL FTG. BEYOND WELL CASING ASSEMBLY 3'-6" (TYP.) (REF. MECH. DWG's) 9 - SECTION - THRU SCREEN WALL / FTG. & WELL HEAD CONC. 10 - DETAIL - WELL HEAD / WALL FTG. HORZ. REINF. TIES SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = V-0" REV.NO. DESCRIPTIONS DATE REVISIONS WILLIAM F. BAND, P.E. No. 67838 SEAL v v MCKM&C-REED 3802 Ehrlich Road, Suite 306 Tampa, Florida 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com 4 3" CLR. 7 - SECTION - THRU SCREEN WALL FTG. SCALE: 3/4" = 1'-O" U 46 CITY OF ZEPHYRHILLS 8" CMU REINF. w/ #4 BARS SPA. ® 2'-0" O.C. (GROUT FILL CELLS w/ REINF.) ALTERNATE HOOK DIR. EVERY OTHER DWL. #4 BARS SPA. ® 1'-4" O.C. T.O. CONC. SLAB EL VARIES x (REF. PLAN) M44 VERT. WALL REINF. & DWL.'s CTR'D IN WALL (SHOWN OFFSET FOR CLARITY) #4 DOWEL w/ STD. 90' HOOK, SPA. @ 2'-0" O.C., SPLICE 2'-0" (MIN.) 2"-0" 00 (SPLICE LENGTH) J [TYP.] INTR. SLAB -ON -GRADE w (REF. PLAN)of 4 ^ oa as a 0 LAYER OF #57 STONE (COMPACTED) [TYP.] SIDE SLOPE (TYP. N.S. & F.S.) (3) CONT. #5 BARS (EQ. SPA.) 3 -SECTION -INTR. WALL FTG. SCALE: 1 /2" = V-0" SLAB -ON -GRADE ENTRY PAD (REF. PLAN) [TYP.] SL. (NOT SHOWN FOR CLARITY) [REF. PLAN] 21 iL) W.W.F. REINF. ® MID -DEPTH 3" CLR. OF SLAB (TYP.) 8 LAYER OF #57 STONE (COMPACTED) CONT. CHAMFER (TYP. ® E.O. SLAB NOT ADJACENT TO P.S. SLAB OR SCREEN WALL) 10� o' -J M (2) CONT. #4 BARS (WRAP W.W.F. AROUND NOSING BAR & TIE TO BTM. BAR) 5 - SECTION - TYP. E.O. ENTRY PAD THK'D T/D SCALE: 1 /2" = V-0" 440 (TYP.) 2" CLR. (TYP.) E.O. SLAB NOTES: 1'-7" (SPLICE LENGTH) 1. PLACE EXTRA BARS OF THE SAME SIZE AS [TYP,] THE INTERRUPTED BARS AT EACH SIDE OF OPENINGS. QUANTITY OF EXTRA BARS AT EACH SIDE SHALL EQUAL HALF THE QUANTITY OF INTERRUPTED BARS, EXCEPT REF. NOTES 1, 4 & 5 WHERE NOTED OTHERWISE. PROVIDE ONE (TYP.) DIAGONAL BAR EACH SIDE OF OPENING, SIZE TO BE EQUAL TO MAIN REINFORCING. - OPNG. (TYP. EA. FACE). 2. 0 SYMBOL = BAR DIAMETERS. REF. NOTE 3 3. WHERE BAR IS INTERRUPTED BY A CONC. E.O. SLAB (TYP.) EDGE BEND BAR PARALLEL TO THE SLAB EDGE & PROVIDE BAR LEG LENGTH AS SHOWN. 4. SPACE THE ADD'L BARS ® j THE REQ'D PRIMARY SLAB REINF. BAR SPACING. NOT SHOWN FOR 5. DIMENSIONS SHOWN FOR BAR LENGTHS ARE CLARITY , TYP. FOR ALL ADD L STRAIGHT &DIAGONAL OPNG. BARS AROUND THE OPNG. 8 - DETAIL - ADD'L SLAB REINF. AROUND PIPE SLEEVE SCALE: 3/8" = 1'-0" PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS WELLHOUSE FOUNDATION PLAN, SECTIONS AND DETAILS DATE: JANUARY 2012 MCE PROJ. # 4584-0003 DRAWN WFB DESIGNED WFB CHECKED WFB PROJ. MGR. MSL SCALE HORIZONTAL: AS NOTED VERTICAL: NA G NUM S2 STATUS: REVISION ISSUE FOR BID (N m m Q 0 0 0 1'-4" O/H 26'-8" (0/0 CMU) (REF. NOTE 9) (REF. NOTES 5 & 10) 4'-0" 2'-0" 2'-0" 2'-0" 4'-0" 2'-0" 2'-0" 2'-0" 4'-0" REF. NOTE 6 V-4„ a- 5.S3 2.S3 (TYP.) 00 o "L1" (SIM.) [REF. NOTE 12] _ m 0 2.S3 co (TY-� AL GUTTER (REF. ARCH. DWG's) EXHAUST FAN �\ BELOW 00 II (REF. ARCH. DWG's) 0 [TYP. 2 PLCS.] "L1" (SIM.) [REF. NOTE 121 T.O. CMU WALL EL 8'-8" (156.17') [TYP. U.N.O.] 10'-8" (0/0 CMU) REF. NOTES 5 & 10) 4'—O" 6'-8» L i • j �1 PRE—ENGINEERED E.O. ROOF TIMBER ROOF TRUSS (TYP.) (TYP.) 4003 �S3 [REF. NOTES 2 & 3] (TYP.) TRUSS TIES TO CMU WALL (TYP.) [REF. NOTE 111 10'-0" 6'-8" 10'-0" (M.O.) 26'-8" (0/0 CMU) 1 - PLAN - ROOF FRAMING SCALE: 1 /4" = 1'-0" ROOF FRAMING PLAN NOTES. NORTH 1. REFERENCE ELEVATION FOR THE PUMP STATION FACILITY IS THE FACILITY'S SLAB —ON —GRADE T.O. CONC. EL 0'-0" = EL 147'-6" (147.50') N.G.V.D.-29. REFERENCE CIVIL DWG's FOR ADDITIONAL INFORMATION. 2. IN GENERAL TRUSS TYPE & TRUSS LAYOUTS SHOWN FOR CLARITY ONLY. FINAL TRUSS LAYOUT, TRUSS TYPE INCLUDING BOTTOM & TOP CHORD SIZES, AND WEB CONFIGURATION BY THE TRUSS MFG. & TRUSS DESIGN ENGINEER OF RECORD. SECTION & DETAILS ON THESE DRAWINGS DEPICTING BOTTOM & TOP CHORDS & WEB CONFIGURATIONS ARE FOR INFORMATION PURPOSES ONLY. 3. PRE—ENGINEERED ROOF TRUSSES ARE TO BE CONSTRUCTED OF 2x TIMBER SECTIONS. REFERENCE STRUCTURAL GENERAL NOTES 10.1 TO 10.9 FOR ADDITIONAL INFORMATION. 4. INTERIOR CMU WALL TO BE UTILIZED AS INTERIOR LOAD BRG. WALL FOR THE GIRDER & RIDGE TRUSSES. 5. MONO SLOPE JACK TRUSSES (BY TRUSS MFG.) = 2 EQUAL SPACES @ 2'-0" O.C.. 6. RIDGE TRUSSES (BY TRUSS MFG.) = 2 EQUAL SPACES ® 2'-0" O.C.. 7. " SYMBOL ON PLAN INDICATES SPAN DIRECTION OF THE ROOF DECK. DECKING IS 8" THK. PLYWOOD. REFERENCE ARCH. DWG's FOR ADDITIONAL INFORMATION. 8. ATTACH THE PLYWOOD ROOF DECK TO PRE —MANUFACTURED ROOF TRUSS FRAMING USING A PATTERN OF 10d NAILS SPA. AT 4" O.C. OF THE ROOF BOUNDARY & A PATTERN OF 10d NAILS SPA. AT 6" O.C. ALONG PLYWOOD PANEL JOINTS & AT INTERMEDIATE SUPPORT POINTS BETWEEN THE PANEL JOINTS. NAILS SHALL HAVE A 1j" (MIN.) PENETRATION IN TO THE TRUSS TOP CHORDS. 9. O/H DIMENSION FROM O/F CMU TO E.O. ROOF U.N.O.. REFERENCE ARCHITECTURAL & STRUCTURAL PLANS, SECTIONS & DETAILS FOR ADDITIONAL INFORMATION. 10. THE MONO SLOPE JACK TRUSS LAYOUT DIMENSIONS ON THE NORTH END OF THE ROOF ARE TYPICAL FOR THE SOUTH END OF THE ROOF U.N.O.. 11. TRUSS CMU WALL CONN. & TIES: GIRDER TRUSSES(2—PLY): .................... META16 w/ TSS ® TRUSS ENDS & MGT ® TRUSS CENTER. PRE —ATTACH TSS BARRIER w/ 6d NAILS. RIDGE TRUSSES (1—PLY): ...................... HM9KT @ TRUSS ENDS & HGAM10KTA @ TRUSS CENTER. HIP STEPDOWN TRUSSES (1—PLY):....... HGAM10KTA ® TRUSS ENDS & TRUSS CENTER. JACK TRUSSES (1—PLY): ....................... HM9KT. TRUSS / TRUSS CONN.: ........................ TO BE PROVIDED BY THE TRUSS MFG. E.O.R.. 12. THE "LI" LINTELS FOR THE EXHAUST FANS ARE BELOW THE T.O. THE CMU WALL & THE CONT. 8"x8" BOND BM. ® THE T.O. CMU WALL. THE (2) #4 BARS IN THE CELL ABOVE THE "L1" LINTEL DETAIL PROVIDED IN DETAIL 4.S3 ARE NOT REQUIRED AT THIS LOCATION. 13. REFERENCE ARCHITECTURAL, ELECTRICAL, MECHANICAL & EQUIPMENT VENDOR DRAWINGS FOR LOCATIONS & INFO REGARDING ROOF OR WALL PENETRATIONS, PIPING & MISCELLANEOUS EQUIPMENT EITHER SHOWN OR NOT SHOWN. 14. REFERENCE EQUIPMENT VENDOR DRAWINGS FOR COORDINATION & INSTALLATION OF ANCHORING EQUIPMENT TO CMU WALLS. 15. REFERENCE DWG. S1 FOR GENERAL NOTES & DESIGN CRITERIA. 16. REFERENCE FOUNDATION PLAN NOTES DRAWING S2 FOR ADDITIONAL INFORMATION. REV. NO. DESCRIP11ONS DATE REVISIONS M.?,t •� WILLIAM F. BAND, P.E. No. 67838 i0/0 CMU �— O/F EXTR. CMU WALL BELOW (TYP.) ____--8" INTR. CMU WALL BELOW (REF. NOTE 4) EXP JT. MAT'L FULL WALL HT. REINF. BARS (VERT.) @ (3) ® PUMP STA./SCREEN WALL CELLS & DOWEL/SPLICE (CAULK & SEAL EA. SIDE OF JT.) REINF. INTO FDN. E.O. PRE —CAST CONC. COPING (MATCH WALL REINF. U.N.O.) @ T.O. WALL (REF. ARCH. DWG's FOR ADD'L INFO) [TYP.] OILT.O. CMU SCREEN WALL) EL 6'-8" (154.17') [TYP. U.N.O.] REF. NOTES 7 & 8 (TYP.) REF. DETAIL 4.S3 FOR MAS. OPNG. LINTEL REQ.'s (TYP.) Z) 000 U 0 LO 00 N REINF. BARS (VERT.) @ (3) CELLS & DOWEL/SPLICE REINF. INTO FDN. (MATCH WALL REINF. U.N.O.) BEGIN WALL VERT. BAR SPA. (REF. PLAN) CONCRETE FILL ALL w METAL ANCHORS 2'-0"x1 1 /2" m CELLS w/ REINF. m x 1/4" THK. (2" TABS EA. END) (TYP.) SPA. ® 4'-0" O.C. (VERT.) Q > J [OFFSET AS REQ'D] a a - CONCRETE FILL ALL CELLS of m w/ REINF. (TYP.) z z0 min mU- 9 ) a@ CORNER(S) a@ INTERSECTION(S) 2 - DETAIL - PLAN VIEW TYP. CMU WALL REINF. SCALE: 1" = 1'-0" GROUT FILL CMU BOND. BM's (TYP.) �4 T.O. CMU WALL EL 8'-8" (156.17') [REF. PLAN] 8"x8" CONT. BOND BM. @ T.O. CMU---' WALLS REINF. w/ (2) #4 BARS (® B.O. CELL) 8"x8" BOND BM. (2) CONT. #4 BARS -- REINF. FROM THE 8"x8" BOND BM. ® T.O. CMU WALLS ALLOWED INSTALLED TO RUN CONT. THROUGH THE "12" BOND BM. (REINF. ® B.O. CELL) 1'-4"x8" BOND BM. (2) CONT. #5 BARS L1 L2 MAS. WALL CONTROL JT. (REF. ARCH. DWG's) [TYP. 5 PLCS.] 4 - DETAIL - SECTION VIEW TYP. CMU WALL LINTEL BM. REINF SCALE: 3/4" = 1'-0" STANDING SEAM MTL. ROOF PANELS & UNDERLAYMENT SYSTEM (REF. ARCH. DWG's) " THK. WOOD DECK SHEATHING (REF. PLAN) 2x TIMBER PRE—ENGINEERED TRUSS (BY OTHERS) [REF. PLAN] INSTALL MOISTURE BARRIER BELOW THE TRUSS BTM. CHORD (COORD. w/ TIE ASSEMBLIES AS REQ'D.) [TYP. EA. TRUSS] / T.O. CMU WALL EL 8'-8" (156.17 [REF. PLAN] 8" "SPLITFACE" CMU EXTR. WALL (REF. DWG. S2 FOR REINF) [CONC. FILL ALL CELLS w/ REINF.] [TYP. N.S. & F.S.] SEAL (� ROOF & TRUSS RIDGE VENT WALL (REF. ARCH. DWG's) I 12 12 TRUSS CHORD/WEB CONN. Vs 5 5 (BY OTHERS) [TYP.] TRUSS TIES NOT SHOWN FOR CLARITY (REF. FRMG. PLAN NOTE 11) I I r� I L 2x TIMBER TRUSS T&B CHORDS & WEB (BY OTHERS) [REF. FRMG. PLAN NOTE 21 EXTEND VERT. WALL REINF. IN TO BOND BM. (TYP.) CONT. 8" CMU BOND BM. REINF. w/ (2) #4 BARS (TYP. EA. WALL) 8" CMU INTR. WALL (REF. DWG. S2 FOR REINF) 4" �I I [CONC. FILL ALL CELLS w/ REINF.] 22'-8" (0/0 CMI/O CMU) [REF. PLAN] 5 - SECTION - THRU RIDGE TRUSS ROOF FRMG. & T.O. CMU BRIG. WALLS SCALE: 1 /2" = 1'-0" 4 MCIM4&CREED 3802 Ehrlich Road, Suite 306 Tampa, Florida 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com J 1'-4" O/H (TYP.) [REF. PLAN] EXTEND REINF. (TYP. EA. END) VERT. REINF. ® E.O. OPNG. MATCH VERT. WALL REINF. (2 BAR EA. CELL) 1'-4" (MIN.) I I / MAS. OPNG. @ DOOR OPNGS. ANCHOR VERT. DOOR/WINDOW/LOUVER FRAME REINF. TO SLAB —ON —GRADE/FTG. (REF. ARCH. DWG. SCHEDULES w/ DOWELS w/ 90' HOOK, AS REQ'D) SPLICE DOWEL VERT. LEG 3'-1" (MIN.) w/ WALL REINF. ELEVATION VIEW INSTALL BOND BM. ® T.O. & B.O. LOUVER & WINDOW OPNGS. EXTEND BOND BM. & REINF. SIM. TO T.O. OPNG. (SHOWN) 3 - DETAIL - TYP. CMU WALL REINF. @ MAS. OPNG.'s SCALE: 1 /2" = 1'-0" AL GUTTER (REF. ARCH. DWG's) CONT. 2x P.T. FASCIA BD. (REF. ARCH. DWG's) AL SOFFIT PANEL SYSTEM (REF. ARCH. DWG's) PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS WELLHOUSE ROOF FRAMING PLAN, SECTIONS AND DETAILS DATE: JANUARY 2012 MCE PROJ. # 4584-0003 DRAWN WFB DESIGNED WFB CHECKED JSL PROJ. MGR. MSL N. SCALE HORIZONTAL: AS NOTED VERTICAL: NA DRAWING NUMBER S3 STATUS: REVISION ISSUE FOR BID 14'-0" 25'-4" _ r — — i SAMPLE LINE SEE SHEET C-10/C-11 11 t° z o3 r 1/2" HDPE SAMPLE 24" DIP AND- 1/2- HDPE I N STALLED BY OTHERS-f 12" x 1" SERVICE SADDLE WITH 1" GATE VALVE nurr WATER LINE (200 PSI) WALL FAN LOCATED NEAR CEILING STORAGE TANK (SEE NOTE 1) 1uIn111 a�w Ii �,1"�r�•N' •s•• V _'fI SEAL s;t0� • i ' S ` t�i : qTF (A Af NA fill f+++7 MATTHEW S. LOVE, P.E. No. 66118 SEAL WELL HOUSE MECHANICAL PLAN 12" 0 1' 2' 3' 4' 5' 1/2" = 1'-0" st4**,&CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com 1/2" EXP. JOINT 6'-8" DOUBLE DOORS 10'x5' PAD �p$ CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 4'x4' PAD 1/2" EXP. JOINT HOSE BIBB & RACK LINK SEAL STORAGE TANK (SEE NOTE 2) CONCRETE WELL H EAD PEDESTAL PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS WELL HOUSE PLAN TYPICAL OF 2 EX. WELL #11 WELL HEAD N:1437703.95 E: 602832.28 EX. WELL #12 WELL HEAD N:1437690.98 E: 605850.33 BACKUP POWER CONNECTION NOTES: 1. 12.5% SODIUM HYPOCHLORITE TO BE STORED IN A 500 GALLON DOUBLE WALLED STORAGE TANK TO BE SUPPLIED AND INSTALLED BY ODYSSEY MFG. POLYPHOSPHATE TO BE STORED IN A 100 GALLON DOUBLE WALLED STORAGE TANK TO BE SUPPLIED & INSTALLED BY ODYSSEY MFG. 12.5% SODIUM HYPOCHLORITE CHEMICAL. FEED SYSTEM TO BE SUPPLIED AND INSTALLED ON SHELF BY ODYSSEY; SHELF SUPPLIED AND INSTALLED BY CONTRACTOR. 12.5% POLYPHOSPHATE CHEMICAL. FEED SYSTEM TO BE SUPPLIED AND INSTALLED ON SHELF BY ODYSSEY; SHELF SUPPLIED AND INSTALLED BY CONTRACTOR. ALL ABOVE GROUND PIPE AND FITTINGS 4" AND GREATER SHALL BE FLANGED DUCTILE IRON. ALL ABOVE GROUND VALVES 4" AND GREATER SHALL BE FLANGED. ALL BELOW GROUND PIPE, FITTINGS AND VALVES 4" AND GREATER SHALL HAVE RESTRAINED JOINTS ON THE WELL HOUSE SITE. 8. CHEMICAL FEED LINES SHALL BE 1/2" POLYTUBE SUPPLIED BY THE CONTRACTOR. THE POLYTUBING SHALL BE INSTALLED IN 2" SCH 80 PVC UNDER SLAB. THE 2" SCH 80 PVC CONTAINMENT PIPE SHALL BE BROUGHT 3" ABOVE THE SLAB WITH A 2" CAP AND 1/2- TAP. (TYP) DATE: FEBRUARY 2012-I MCE PROJ. # 4584-0003 DRAWN QES DESIGNED BTN CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: 1/2' = 1'-0" VERTICAL: NA M-1 STATUS: REVISION ISSUE FOR BID e• 6" RESTRAINED FLANGE ADAPTER LINK SEAL 24"x12" MJ DI REDUCER 24" DIP 24" MJ DI 900 BEND 1 /2" HDPE SAMPLE LINE 4" FL 90' 4"GV 6"x4" FL TEE SECTI ON BZM-1 SCALE:3/4" = 1'-0" 14'-2" DATE 5'-0" AIR RELEASE VALVE 12" 90' BEND LINK SEAL 4" 90' BEND 12"x6" REDUCER WELL SERVICE AIR VALVI 1" BV SST OIL FILLED 4" GV PRESSURE GAUGE SODIUM POLYPHOSPHATE HYPOCHLORITE INJECTION POINT INJECTION 6" PROPELLER 6" CV POINT METER m—..m I m 4 m I m I m 6" D.I.P. I 6" GV � PIPE SAMPLE is PORT SUPPORT M 6"x4" TEE (TYP) i u 6" RESTRAINED FLANGED ADAPTER Y SCH. 80 PVC PIPE "s-- 12" DIP 12"x1" SERVICE SADDLE WITH 1 " GATE VALVE 1 "-316 SS 1"-316 SS BALL VALVE 1 "-316 SS PIPE 1" NPT CONNECTION 6" DIP •. .•«•.« * 'I� SEAL •' E w�� $ i ••. CS �: ©k 40 ES MATTHE E, P.E. No. 66118 12" DIP 12" 900 BEND WELL SERVICE AIR VALVE SECTION CIM-1 SCALE:3/4" = 1'-0" 4s44*,�N4qQV&CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com 6" RESTRAINED FLANGED ADAPTER 1 /2" POLY TUBE (200 PSI) SEE NOTE 4 _ 2" PVC CAP _ WITH 1 /2" TAP 2" SCH. 80 PVC PIPE SECTION AIM-1 SCALE: 1 /2" = 1'-0" 6" D.I.P. SAMPLE PORT CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 8" NEOPRENE EXP. JOINT 8" D.I.P. 8" SCH. 40, F 316 SS 90- BEND NOTES: 1. ALL ABOVE GROUND PIPE AND FITTINGS 4" AND GREATER SHALL BE FLANGED DUCTILE IRON. 2. ALL ABOVE GROUND VALVES 4" AND GREATER SHALL BE FLANGED. 3. ALL BELOW GROUND PIPE, FITTINGS AND VALVES 4" AND GREATER ON THE WELL HOUSE SITE SHALL HAVE RESTRAINED JOINTS. 4. 1 /2" POLY TUBE FROM INJECTION POINT TO PUMP DISCHARGE SHALL BE PROVIDED BY CONTRACTOR. PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS WELL HOUSE SECTIONS DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN QES DESIGNED BTN CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: AS SHOWN VERTICAL: NA M-2 STATUS: REVISION ISSUE FOR BID SC CONZ 5/8" 316 SS RUBBER GASKE 316 SS FOUNDATION PLATE ZHI-C I Y I-1UUK UC I AIL 3" = 1'-0" LEGEND 18 27"x27"x5/8" 316 SS BASEPLATE 19 2"x15/16" BOLT HOLE (TYPx4) �0 8" SCH 40 316 SS 90' BEND © 1.25" DIA. FNPT WELDOLET (TYPx4) �3 8"X6" FL D.I. ECC. REDUCER �4 316 SS EYEBOLT �5 27"x27"x1 /4" NEOPRENE RUBBER GASKET 26 3/4"x9" 316 SS EXPANSION ANCHOR �7 316 SS WASHER & NUT 8" SCH 40 316 SS PIPE (WELDED TO PLATE) 29 8" SCH 40 316 SS CERTA—LOK DROP PIPE ADAPTER 30 27"x 27"x 5/8" 316 SS FOUNDATION PLATE 31 1 /4" 316 SS ROUND STOCK SAFETY HOOK 3� 3/8" 316 SS SAFETY CABLE TO PUMP 33 SUBMERSIBLE PUMP 34 8"-316 SS DROP PIPE ADAPTER 35 1.25" — 316 SS AIR VENT (SEE DETAIL THIS SHEET) 37 8" 316 SS CHECK VALVE (FNPTxFNPT) 38 8" CERTA—LOK PVC COUPLING O.D. 39 8" CERTA—LOK SCH. 80 PVC DROP PIPE O.D. 40 30"x3O" CONCRETE PAD 41 FL DI TEE 4� A53 GRADE B STEEL SURFICIAL CASING 24" O.D. 43 A53 GRADE B STEEL WELL CASING PIPE O.D. 44 GROUT 45 #57 STONE AND MIRAFI 46 OPEN BOREHOLE 4 CONCRETE PUMP PAD ELEVATION 48 CONCRETE SLAB ELEVATION 50 8"-316 THREADED PIPE (MNPTxMNPT) 51 PUMP INTAKE ELEV. 5� SURFICIAL CASING BOTTOM ELEV. 53 WELL CASING BOTTOM ELEV 54 ELECTRIC MOTOR 7.5" O.D. 55 8" DISCHARGE PIPE q ELEVATION 56 EXISTING GROUND ELEVATION 57 STATIC WATER ELEVATION 58 PUMPING WATER ELEVATION 59 NEW PRESSURE TRANSDUCER & CABLE LEVEL SENSOR ELEV. 60 OPEN BOREHOLE I.D. 61 SUBMERSIBLE PUMP 10" O.D. © WELL BOTTOM ELEV. 63 316 SS LEVELING NUT 64 3/4" GROUT 65 A53 GRADE B STEEL INTERMEDIATE CASING 16" O.D. C66 INTERMEDIATE CASING BOTTOM ELEV. —1 3.75" 1.25" SCH. 5S 316 SS 180' LONG RADIUS RETURN Ln r- N 316 SS INSECT SCREEN N 1.25" SCH. 5S 316 SS STEEL PIPE 1.66" O.D. 0 1.25" MALE NPT 6 AIR VENT DETAIL NOT TO SCALE EL 150 00 47 DISCHARGE PIPE ............... 55 EL. 151.25 40 [I 45 56 EL. 147.00 SEE WELL PUMP CONNECTION DETAIL, THIS SHEET EL. 5.00 5 NOTE: MIRROR WELL PER SITE PLAN. Lo V SEAL * : z MAT ��i` No. 6611 r� �11111111� LIMESTONE LIMESTONE 16" I.D. 62 EL. (—) 513.00 WELL No. 11 VERTICAL SECTION NOT TO SCALE 2" OBSERVATION PIPE PLAN NTS v v &CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com EL. (—)2..00 53 54 LIMESTONE q OF WELL CASING AND DISCHARGE HEAD 18 4» CHAMFER 25 19 TYP. � N—U5 EL. 81.00 sz 57 EL. 63.50 SAND Q 58 EL. 36.00 59 EL. 26.00 SEE WELL PUMP CONNECTION DETAIL, THIS SHEET LIMESTONE 12" I.D. 62 EL. (—) 456.00 WELL SCHEDULE WELL NUMBER WELL 11 WELL 12 COLUMN/DISCHARGE PIPE SIZE 8" 8" ABOVE GROUND PIPE SIZE 6" 6" TRANSMISSION MAIN SIZE 12" 12" FINISHED FLOOR ELEVATION 148.00' 142.00' PUMP MODEL 1ORJLC 10RJLC STAGES 3 3 IMPELLER DIAMETER 5.94" 5.94" DESIGN GPM 1,000 1,000 DESIGN TDH 305' 305' RPM 3.520 3,520 MOTOR (HP) 100 100 MOTOR DIAMETER 8" 8" VOLTAGE 460 460 M I nlnr SAMPLE PORT NTS STEEL WELL CAS 8.625" O.D WELL No. 12 VERTICAL SECTION 10.19" O.D. NOT TO SCALE NOTE 1 29 f 30 26 40 \ . \z SEE STRUCTURAL FOR DETAILS \' q <t ' 64 (NOTE 3) 3 G C1 NOTE 2 " 40 \1, SECTION DISCHARGE HEAD ASSEMBLY NTS CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 2" NPT TAP 1/2"-316 SS THREADED PI E 1/2"-316 SS BALL VALVE 1/2"-316 SS 90' BEND WITH SMOOTH NOSE WELL PUMP CONNECTION DETAIL 1-1 /2" = 1'-0" 48 NOTES: 1. THE 316 SS BASEPLATE, 90' BEND, FLANGE, PIPE, DROP PIPE ADAPTER, LIFTING HOOK AND SAFETY HOOK SHALL BE WELDED TOGETHER TO FORM ONE DISCHARGE HEAD ASSEMBLY. 2. CUT OFF THREADED PORTION OF DROP PIPE ADAPTER AND WELD TO SCH. 40 316 SS PIPE. 3. GRIND EXISTING TOP SURFACE OF CONCRETE PUMP PAD SMOOTH AND LEVEL FOR INSTALLATION OF THE FOUNDATION PLATE,BASEPLATE AND RUBBER GASKET, PLACE GROUT ON THE CONCRETE PUMP PAD TO FORM A SMOOTH LEVEL SURFACE FOR THE FOUNDATION PLATE. PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS WELL DETAILS 1 DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN BFN DESIGNED MSL CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: NA VERTICAL: NA NUMBER M-3 STATUS: REVISION ISSUE FOR BID C 2" STEEL OBSERVATIOI PIPE (ROTATED 90- FOR CLARITY (TYP 2 WELD TO I" CAP THREADED) SECTION WELL PUMP PAD 2" OBSERVATION PIPE DETAIL NTS lJ IL AVVVVA LIWUU rvtl rlr[. Q 12"x1/2" NYLON -COATED DUCTILE TRON SERVICE SADDLE WITH 304 L STAINLESS STEEL DOUBLE STRAPS 1/2" CORPORATION STOP ® 1/2" C901, DR9 HDPE PIPE 1/2" SAMPLE POINT CONNECTION DETAIL NTS MATTHEW' `No. 66118 SEAL SECTION WELL PUMP PAD STEEL REINFORCING NTS lJ IL UUU IILL IRUN rlrG O 12"x 1" NYLON -COATED DUCTILE TRON SERVICE SADDLE WITH 304 L STAINLESS STEEL DOUBLE STRAPS O 1" GATE VALVE ® 1" HDPE WATER LINE (200 PSI) WELL HOUSE POTABLE WATER CONNECTION DETAIL NTS v vNfIM4&CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com MECH. r_ (REF. PL CONT. J" CHAMFER (TYP. AROUND PERIMETER OF PAD) CONT. #4 NOSING E (TYP. AROUND PERIMETER OF MECF.. -.K-., . . ,. , REINF. w/ 4x4-W2.9xW2.9 W.W.F. (WRAP AROUND & TIE TO VERT. LEG OF DOWEL AS SHOWN) `F;f `Ivlllv.) IIV SLAB -ON -GRADE TYPICAL MECHANICAL EQUIPMENT BASE PAD NTS 1/2" SCH. 40 PVC TO PUMP STATION EXTERIOR CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 3/4" BALL � 3/4" N AIR RELEASE VALVE @ PIPE NTS _EASE ADED BRASS PIPE PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS MECHANICAL DETAILS 4 6" (MIN.) Z Q J a_ L� Ld IY DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN BFN DESIGNED MSL CHECKED JSL PROJ. MGR. MSL SCALE HORIZONTAL: NA VERTICAL: NA 1� STATUS: REVISION ISSUE FOR BID FUNCTION SYMBOL SCHEDULE 11 1 _ _ ..I . . l..1 LINE CODES MISCELLANEOUS SYMBOLS VALVE OPERATION NOTATION FIRST LETTER SUCCEEDING —LETTERS MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A Analysis Alarm B Burner, Combustion Programmer C Conductivity (Electrical) Control, Closed D Density or Specific Gravity Differential E Voltage Sensor (Primary Element) Eduction F Flow Rate Ratio (Fraction) G Gaging Glass, Viewing Device H Hand High I Current (Electrical) Indicate J Power Scan K Time, Time Schedule Control Station L Level Light (Pilot) Low M Motor Middle, Intermediate N Vibration Igniter 0 Operation Offset Orifice, Restriction Open P Pressure, Vacuum Point (Test) Connection Q Quantity, Event Integrate, Totalize Integrate R Radiation Record, Print Regulate S Speed, Frequency Safety Switch T Temperature Transmit U Multivariable Trend Multifunction Multifunction Multifunction V Viscosity Vacuum Valve, Damper, Louver, Gate W Weight, Force, Torque Well X Unclassified Unclassified Unclassified Unclassified Y Relay, Compute, Convert Z Position Final Control Element Drive, Actuator, Unclassified Final Control Element BASIC SYMBOLS SINGLE FUNCTION MULTIPLE FUNCTION OOR 00 FIELD MOUNTED INSTRUMENT OR DEVICE OR FRONT OF PANEL MOUNTED INSTRUMENT ON UCP OR MCC, VFD OR � REAR OF PANEL MOUNTED INSTRUMENT ON UCP OR MCC, VFD OR � FRONT OF PANEL MOUNTED INSTRUMENT ON MAIN PANEL C) OR 00 REAR OF PANEL MOUNTED INSTRUMENT ON MAIN PANEL OR � PLC AND/OR COMPUTER SOFTWARE COMPONENT (OPERATOR ACCESSIBLE UNDER NORMAL CONDITIONS) OR � PLC AND/OR COMPUTER GENERATED COMPONENT (NOT OPERATOR ACCESSIBLE UNDER NORMAL CONDITIONS) SEAL SEAL REV.NO. DESCRIPTIONS DATE THOMAS E. ROBINSON JR. REVISIONS J P.E. No. 62976 ELECTRICAL SIGNAL PROCESS OR MECH. # PNEUMATIC CAPILLARY SONIC OR R.F. HYDRAULIC T T TELEPHONE NO ELECTRICAL CONNECTION ELECTRICAL CONNECTIONS (INDICATED BY DOTS) — Fo FIBER OPTIC VALVES. PUMPS & METERS FLAME ARRESTOR Co°'I PINCH VALVE X GATE rVj NEEDLE ItiJ BUTTERFLY 13 BALL OR ROTARY X GLOBE 0 PLUG OR COCK � DIAPHRAGM � CHECK DIAPHRAGM CHECK CONTROL VALVE POSITIONER PRESSURE REGULATING VALVE BACKPRESSURE REGULATING VALVE PISTON OPERATED S=SOLENOID OPERATED M=MOTOR OPERATED P=PNEUMATIC OPERATED Y DRAIN �Yr Y=WEIR GATE � T=SLIDE SLUICE GATE I =STOP LOG I BLIND FLANGE PULSATION DAMPENER PRESSURE RELIEF OR SAFETY 3—WAY 4—WAY TELESCOPING REDUCER HOSE CONNECTION � WAFER/CHECK VALVE (ARV) AIR RELEASE VALVE (AVV) AIR VACUUM RELEASE VALVE ELECTRIC MOTOR ORIFICE/ANNUBAR AIR DIFFUSER LIQUID DIFFUSER v v! NfIM4&CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com HEAT TRACED PROCESS — LINE OR EQUIPMENT MATCHLINE PROCESS LINE OR ELECTRICAL SHEET> SIGNAL CONTINUATION TO/FROM SHEET NUMBER INDICATED ====01111111110. CONTINUATION ON SAME SHEET CONTINUATION ON FACILITIES NOT SHOWN ON DRAWINGS E CAPACITANCE METER REGULATOR/FILTER SUBMERSIBLE PUMP MAC MAGNETIC METER (INLINE/INSERT) US SONIC METER VENTURI OR FLOW TUBE Ffl PROPELLER OR TURBINE METER F� ROTAMETER PROGRESSING CAVITY PUMP CENTRIFUGAL PUMP POSITIVE DISPLACEMENT PUMP M DIAPHRAGM OR METERING PUMP EDUCTOR STRAINER DIAPHRAGM ISOLATOR HORN GRADUATED (CAL—CYL) MEASURING CYLINDER B CYLINDER HYDRAULIC OR PNEUMATIC LATERAL WYE RUPTURE DISK RESTRAINED FLEX CONN. FLEX CONN. FILTER AIR/WATER CENTRIFUGAL BLOWER POSITIVE DISPLACEMENT BLOWER MANUAL BAR RACK VERTICAL TURBINE PUMP SUBMERSIBLE AERATOR/MIXER (ELECTRIC MOTOR DRIVEN) UNION PURGE CONNECTION OS SAMPLE POINT OI INTERLOCK MULTIPLY DIVIDE HIGH SELECT LOW SELECT � SQUARE ROOT � SUM (ALGEBRAIC) f SPECIAL FUNCTION R+B RATIO PLUS BIAS dL/dt RATE OF RISE (LEVEL) EQUIPMENT NOTATION B = BLOWER OR FAN E = ENGINE G = GENERATOR F = FILTER GS = GRINDER/SCREEN K = COMPRESSOR H = HOIST ME = MECHANICAL EQUIPMENT MX = MIXER P = PUMP R = HEAT EXCHANGER T = TANK OR SUMP VALVE DESIGNATIONS HV = HAND VALVE FCV = FLOW CONTROL VALVE (MODULATING) PCV = PRESSURE CONTROL VALVE LCV = LEVEL CONTROL VALVE FV = FLOW VALVE (NON —MODULATING) MV = MUD VALVE TV = TELESCOPING VALVE CV = CHECK VALVE INSTRUMENT TAG NOTATION FIC 0 1 01 A QUANTITY SUFFIX INSTRUMENT NUMBER PLANT/PROCESS AREA ISA INSTRUMENT FUNCTION A= STATUS THIS SYMBOL INDICATES THE FOLLOWING INSTRUMENTATION UCP/ PLC & HMI oA LCP oA xxx xxx V=FAIL IF APPLICABLE KY VALVE UCP/ xxxA TIMER oL LCP oL � xxx xxx IV=OPEN GRAPHICS PANEL FAULT oA A XXX RUN R xxx UCP/ LCP OIL_ oL READY oLG � xxx xxx V=CLOSED xxx V=VALVE EFC = ELECTRIC FAIL CLOSE AFC = AIR FAIL CLOSE EFO = ELECTRIC FAIL OPEN AFO = AIR FAIL OPEN AFS = AIR FAIL STATIC EFS = ELECTRIC FAIL STATIC CONTROLLER NOTATION PV = PROCESS VARIABLE INPUT SP = SET POINT INPUT C = CONTROL OUTPUT HAND SWITCH NOTATION HOA = HAND —OFF —AUTO S/S = START/STOP SEL = SELECTOR O/C = OPEN/CLOSE 0/0 = ON/OFF LOS = LOCKOUT —START D/S = DUTY/STANDBY FOS = FAST —OFF —SLOW OAC = OPEN —AUTO —CLOSE ROF = REVERSE —OFF —FORWARD ROL = RAISE —OFF —LOWER F/R = FORWARD/REVERSE LOR = LOCAL —OFF —REMOTE SAR = SILENCE —AUTO —RESET MISCELLANEOUS NOTATIONS S/D = SHUTDOWN O/R = OVERRIDE MCC = MOTOR CONTROL CENTER VFD = VARIABLE FREQUENCY DRIVE UCP = UNIT CONTROL PANEL LCP = LOCAL CONTROL PANEL ES = ELECTRICAL SUPPLY (1 ZOVAC) O = FUTURE MOTORIZED IS = INLET SILENCER DS = DISCHARGE SILENCER SEQ = SEQUENCER/ALTERNATOR AST = ABOVE —GROUND STORAGE TANK LOC = LOCAL ETM = ELAPSED TIME METER REM = REMOTE POS = POSITION RTU = REMOTE TELEMETRY UNIT RVSS = REDUCED VOLTAGE SOLID STATE STARTER TYPICAL FOR M (IF NOT OTHERWISE ILLUSTRATED ON DWGS) t M = M XX PLC (Z_S_C� xxx (zSO s xxx M = M XXX PLC PLC & HMI PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS P&ID LEGEND DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN EEB DESIGNED EEB CHECKED TER PROJ, MGR. MSL SCALE HORIZONTAL: NA VERTICAL: NA NG NUMBER 11 'TATUS: REVISION ISSUE FOR BID - -1 1 HIVII (MAINTENANCE SHOP) sc;, o, PROVIDED BY OTHERS i I I I i K01, ETIM �OA�� PA' `F INTRUSION r, i01 101D I FAIL I� 101B � )LRUN �01 D REMOTE 101C H5 HOA S/D 1 101B I T i ---T- RTU -- I Rru-11 PROVIDED BY OTHERS I I PCP-10>� I ZSO PANEL i INTRUSION I 101 ETM KQIR 101 FAIL OA 101A RUN OIL 101B OILREMOTE 101 A I LOR HS 101 A RVSS L- I.- -- 8" FL D.I..PP.. WELL PUMP RUM. DESCRIP110NS DATE REVISIONS VENT POLYPHOSPHATE PLC PLC 1A0 1A1 1 6" FL D.I.P. T VIii INJ-152 PO4 v v &CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www,mckimcreed. com 4103 FIE 103 LOW PACING 11 FL D.I.P VENT SODIUM HYPOCHLORITE CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 SIDE FRONT FRONT OA DOOR OA DOOR #1 OA DOOR #2 106 INTRUSION 107 INTRUSION 108 INTRUSION FAH FLOW 170 ALARM AAL LOW 1 105 ALARM AI C12 105 -- I I I PLC PLC PLC PLC PLC PLC 1 AO 1 DI 1 DI 1 DI 1 DI 1 AI I I I I I I I I I I I — — — — — — I— WELLHOUSE I WELLHOUSE I WELLHOUSE SIDE FRONT FRONT OOR I DOOR#1 I DOOR D#2 INTRUSION INTRUSION INTRUSION ZSO ZSO ZSO 106 107 108 I I I I I 12 ES 1-0 ARV-104 I (AE 05 \\ vi INJ-162 C12 SRV-104 I � 0 00 (n �I '_"M PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS PRODUCTION WELL 11 P&D DISTRIBUTION GV-1046 FSH 170 EYEWASH STATION DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN EEB DESIGNED EEB CHECKED TER PROJ. MGR. MSL SCALE HORIZONTAL: NA VERTICAL: NA WING NUMBER 12 STATUS: REVISION ISSUE FOR BID I (MAINTENANCE SHOP) SCADA PROVIDED BY OTHERS I HMI I i KQI ETM 0A PANEL 201 201 D INTRUSION OA FAIL 201B OL RUN 201D OL REMOTE I 201C nHSHOA I S/D 1 \201B I RTU PROVIDED BY OTHERS PLC 4Di 1DO I I I I I PCP-20)� ZSO PANEL 201 INTRUSION ETM KQIR I 201 I FAIL i OA 201 RUN OL 01B AUTO OL 01 LOR HS 201 A . — . — . - . — . — . — . RVSS R" CI n10 WELL PUMP VENT POLYPHOSPHATE OAjSIDE DOOR OA FRONT DOOR #1 Oq FRONT DOOR #2 206 INTRUSION 207 INTRUSION 208 INTRUSION FLOW PACING I ( I PLC PLC PLC PLC PLC I PLC 1A,0 1A1 1A0 1D1 1D1 1D1 WELLHOUSE I WELLHOUSE I WELLHOUSE SIDE I FRONT ## I FRONT INTRUSION IOR DNOOR TRUSfON IINTRUSION ZSO ZSO ZSO 206 207 208 I 4FIT 203 PE 202 FE ARV-202 203 CV-203 6" FL D.I.P. \\I// ,, 6" 1-4 6" 6" FL D.I.P. T P-251 INJ-252 JPO4 v v McKIUW&CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com U d 0 00 U (n N VENT SODIUM HYPOCHLORITE `YF CITY OF ZEPHYRHILLS 5335 8th Street j a Zephyrhills, FL 33542 Phone: (813)780-0000 P-261 T I AAL LOW 1 205 ALARM FAH FLOW qIC C12 FAH 270 ALARM 205 I PLC PLC 1D1 1A1 I I I ,I I INJ-262 C12 SRV-204 PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS PRODUCTION WELL 12 P&D C12 ES � AIT 205 ARV-204 AE (205 v I GV-204B EYtWAJYi JIAIIUN 01 DATE: -IN FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN EEB DESIGNED EEB CHECKED TER PROJ, MGR. MSL DISTRIBUTION Yana HORIZONTAL: NA VERTICAL: NA AWING NUM 13 STATUS: REASION ISSUE FOR BID RUM. DESCRIPTIONS DATE 111. REVISIONS SEAL 1 Z ARTHUR L. ANCHOR'S, P,E. `No. 39804 SEAL GENERAL ELECTRICAL SYMBOLS CONDUIT HOMERUN TO EQUIPMENT SHOWN. LINE TYPE DESIGNATES / LP-3 CONCEALED, EXPOSED, ETC. NUMBERS/TEXT DESIGNATE HOMERUN EQUIPMENT (I.E. PANEL BOARD CIRCUIT NUMBER). GENERAL CONDUIT RUN CONCEALED IN FURRED WALLS AND CEILINGS, EXPOSED ELSEWHERE UNLESS OTHERWISE NOTED OR SPECIFIED. - - - - - - CONCEALED CONDUIT IN FLOOR SLAB, UNDERGROUND, ETC. EXISTING CABLE OR CONDUIT CONDUIT TURNED DOWN CONDUIT TURNED UP E SITE ELECTRICAL - E -- E - EXISTING SITE ELECTRICAL T SITE TELEPHONE - r r EXISTING SITE TELEPHONE OHE OVERHEAD ELECTRICAL UTILITY OHT OVERHEAD TELEPHONE UTILITY UGE UNDERGROUND ELECTRICAL UTILITY UGT UNDERGROUND TELEPHONE UTILITY G SITE GROUND c -- c - EXISTING SITE GROUND LIMIT SWITCH LP LIGHTING PROTECTION QT THERMOSTAT J� PULL BOX, SIZE PER NEC UNLESS OTHERWISE NOTED JB JUNCTION BOX, SIZE PER NEC UNLESS OTHERWISE NOTED QE ELECTRICAL EQUIPMENT CONNECTION (HARDWIRED) 0 GROUND ROD 0 STOP/START PUSH-BUTTON STATION Fo-1 LOCAL/REMOTE OR LOCK -OUT -STOP STATION RO OPERATION INDICATION PANEL LIGHT ® FUSE °1 CIRCUIT BREAKER (80% CURRENT RATED UNLESS OTHERWISE NOTED) 0 HP MOTOR (HP=RATED HORSEPOWER) OA DISCONNECT SWITCH. TOP NUMBER DENOTES FUSE SIZE (NF=NON-FUSED). BOTTOM NUMBER DENOTES FRAME SIZE. RIGHT a 3R NUMBER DENOTES NEMA ENCLOSURE RATING. OA CIRCUIT BREAKER. TOP NUMBER DENOTES TRIP. BOTTOM NUMBER DENOTES FRAME SIZE. RIGHT NUMBER DENOTES NEMA ENCLOSURE ff 3R RATING. OA COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT SWITCH OR MOTOR CIRCUIT PROTECTOR. LEFT NUMBER DENOTES NEMA STARTER 2 L�snSIZE. 3R TOP NUMBER DENOTES FUSE SIZE OR MCP. BOTTOM NUMBER DENOTES FRAME SIZE. RIGHT NUMBER DENOTES NEMA ENCLOSURE. FULL VOLTAGE NON -REVERSING MOTOR STARTER. LEFT NUMBER 3 FVNR DENOTES NEMA STARTER SIZE. REDUCED VOLTAGE SOLID-STATE MOTOR STARTER. [RVSS] lid VARIABLE FREQUENCY MOTOR CONTROLLER. LIGHTING CONTROL SWITCH: 4 ILOWERCASE LETTERI - CONTROL SWITCHING M - MOTOR RATED SWITCH 3 - THREE-WAY SWITCHING D - DIMMER CONTROL 4 - FOUR -WAS, SWITCHING OS - OCCUPANCY SENSOR OUTLETS: NUMBER DENOTES PANEL BOARD CIRCUIT FOR POWER OUTLETS. IF SHOWN, LOWERCASE LETTER DENOTES CONTROL SWITCHING FOR POWER OUTLETS. (p SIMPLEX RECEPTACLE. V VOICE (PHONE) OUTLET DUPLEX RECEPTACLE. 0 DATA OUTLET. QUADRAPLEX RECEPTACLE. V VOICE/DATA COMBINATION OUTLET. LIGHTING SYMBOLS Al a LIGHT FIXTURES (VARIOUS TYPES) - UPPERCASE LETTER DENOTES LP-1 FIXTURE TYPE, REFER TO LIGHTING SCHEDULE OR NOTES. NUMBER ❑ ® M ❑ DENOTES LIGHTING PANEL CIRCUIT. LOWERCASE LETTER DENOTES �=( T CONTROL SWITCH. DUAL SWITCHING INDICATED BY PAIRS OF 0 =` 3 LOWERCASE LETTERS. "NL" DENOTES NIGHT LIGHT, CIRCUIT AHEAD OF CONTROL SWITCHES. v v McKIN4& CREED 3802 Ehrlich Road, Suite 306 Tampa, Florida 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com p q�p EMERGENCY LIGHT - BATTERY EQUIPPED EMERGENCY LIGHT, CIRCUIT U AHEAD OF CONTROL SWITCHES. ADDITIONAL FIXTURE HEADS MAY BE SHOWN CONNECTED TO UNIT. IF SHOWN, UPPERCASE LETTER DENOTES FIXTURE TYPE, REFER TO LIGHTING SCHEDULE OR NOTES. NUMBER DENOTES LIGHTING PANEL CIRCUIT. PC PHOTOELECTRIC CONTROL DEVICE LC LIGHTING CONTACTOR TYPICAL ABBREVIATIONS A, AMP AMPERE AFD ADJUSTABLE FREQUENCY DRIVE AFG ABOVE FINISHED GRADE AIT ANALYTICAL INDICATION TRANSMITTER AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM ATS AUTOMATIC TRANSFER SWITCH BKR BREAKER C CONDUIT CAB CABINET CAT CATALOG CL CHLORINE CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT CLG CEILING CID CONTROL PANEL CR CONTROL RELAY, CORROSION RESISTANT CS CONTROL SWITCH CV CONTROL VALVE CT CURRENT TRANSFORMER CU COPPER EF EXHAUST FAN EMER EMERGENCY EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EPRF EXPLOSION PROOF FA FIRE ALARM IMP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FBO FURNISHED BY OTHERS FLA FULL LOAD AMPS FVNR FULL VOLTAGE NON -REVERSING STARTER FLOUR FLUORESCENT FLR FLOOR FMC FLEXIBLE METALLIC CONDUIT FWE FURNISHED WITH EQUIPMENT GEN GENERATOR G, GND GROUND GFIC GROUND FAULT CIRCUIT INTERRUPTER HH HANDHOLE HID HIGH INTENSITY DISCHARGE HOA HAND -OFF -AUTO HP HORSEPOWER HPF HIGH POWER FACTOR HPS HIGH PRESSURE SODIUM HTR HEATER HV HIGH VOLTAGE Hz HERTZ IMC INTERMEDIATE METALLIC CONDUIT (GALVANIZED) INCAND INCANDESCENT JB JUNCTION BOX k THOUSAND kCMIL THOUSAND CIRCULAR MILLS kA KILOVOLT AMPERE kW KILOWATTS kWH KILOWATT-HOURS LED LIGHT -EMITTING DIODE LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT LFNC LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT LIT LEVEL INDICATION TRANSMITTER LP LIGHTING PANEL, LIGHT POLE LTG LIGHTING MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTOR MDP MAIN DISTRIBUTION PANEL MFR MANUFACTURER MH MANHOLE MLO MAIN LUGS ONLY MSB MAIN SWITCHBOARD MTD MOUNTED/MOUNTING MTS MANUAL TRANSFER SWITCH MV MEDIUM VOLTAGE NEC NATIONAL ELECTRIC CODE N, NEU NEUTRAL NA NOT APPLICABLE NC NORMALLY CLOSE NO NORMALLY OPEN NIC NOT IN CONTRACT NTS NOT TO SCALE P POLE PA PUBLIC ADDRESS PB PULL BOX, PUSH-BUTTON PCP PUMP CONTROL PANEL PF POWER FACTOR �, PH PHASE PIT PRESSURE INDICATION TRANSMITTER PLC PROGRAMMABLE LOGIC CONTROLLER PNL PANEL PP POWER PANEL, POWER POLE PT POTENTIAL TRANSFORMER PWR POWER RECEP RECEPTACLE RVSS REDUCED VOLTAGE SOFT STARTER REQ REQUIRED RM ROOM RMC RIGID METAL CONDUIT (GALVANIZED) RTU REMOTE TELEMETRY UNIT SCADA SUPERVISORY CONTROL AND DATA ACQUISITION SCR DC MOTOR DRIVE SH SHEET SPEC SPECIFICATION SS SELECTOR SWITCH SST. STAINLESS STEEL STP SHIELDED TWISTED PAIR SW SWITCH SWBD SWITCHBOARD SWGR SWITCH GEAR TEL TELEPHONE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER TYP TYPICAL UG UNDERGROUND UH UNIT HEATER LION UNLESS OTHERWISE NOTED UTIL UTILITY UTP UNSHIELDED TWISTED PAIR V VOLTS VFD VARIABLE FREQUENCY DRIVE W WIRE, WATT WH WATT-HOUR WP WEATHERPROOF XFMR TRANSFORMER GENERAL NOTES 1. THE CONTRACTOR SHALL REFERENCE ALL SPECIFICATIONS AND CONTRACT DRAWINGS FOR ADDITIONAL REQUIREMENTS AND RESPONSIBILITIES PRIOR TO COMMENCING WORK. 2. THE GENERAL NOTES STATED ON THIS DRAWING ARE APPLICABLE TO ALL ELECTRICAL WORK UNLESS NOTED OTHERWISE. 3. THE ELECTRICAL WORK SHALL COMPLY WITH THE CURRENT NEC, NESC AND LOCAL CODES INCLUDING OWNERS STANDARDS AND REQUIREMENTS. 4. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF NECA-1 2006: (STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION). 5. THE SCHEDULING AND DURATION OF ANY SHUTDOWN OF ANY PLANT PROCESS FOR THE REMOVAL OF EXISTING EQUIPMENT OR INSTALLATION OF NEW EQUIPMENT SHALL BE COORDINATED IN ADVANCE WITH THE ENGINEER AND OWNER. 6. ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE UTILIZED FOR THIS PROJECT. 7. ADDITIONAL SYMBOLS NOT SHOWN ON THIS DRAWING MAY BE SHOWN ELSEWHERE ON THE ELECTRICAL DRAWINGS. 8. ALL 480V SUPPLIED ELECTRICAL EQUIPMENT SHALL HAVE A MINIMUM RATING OF 25K AIC. 9. THE ELECTRICAL DRAWINGS SHOW MAJOR CONDUIT AND CABLE REQUIREMENTS. REFERENCE ALL EQUIPMENT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10. THE CONTRACTOR SHALL PROVIDE ELECTRICAL EQUIPMENT WHICH MEETS THE SPACE REQUIREMENTS. ALL EQUIPMENT SHALL BE INSTALLED SO THAT ALL CODE -REQUIRED AND MANUFACTURER -RECOMMENDED CLEARANCES ARE MAINTAINED. ALL INSTALLATIONS SHALL COMPLY WITH NEC 110-26. 11. ALL CONDUCTOR AMPACITIES ARE BASED ON 75'C RATING. THE CONTRACTOR IS RESPONSIBLE FOR INCREASING THE CONDUCTOR SIZE AS NECESSARY TO MEET THE REQUIREMENTS OF NEC 110-14(C) WHERE TERMINATIONS ARE NOT LISTED AND LABELED FOR USE AT 75'C. THIS REQUIREMENT APPLIES TO TERMINATIONS IN BOTH NEW AND EXISTING EQUIPMENT TO WHICH TERMINATIONS ARE MADE AS PART OF THIS CONTRACT. 12. NO SPLICES OR JUNCTIONS TO FEEDER CONDUCTORS OR CABLES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 13. THE CONTRACTOR SHALL PROVIDE PERMANENT IDENTIFICATION AT BOTH ENDS OF POWER, CONTROL AND DATA WIRING PER SPECIFICATIONS. 14. CONDUITS SHALL RUN PARALLEL TO LANDSCAPE, MECHANICAL OR STRUCTURAL FEATURES AND THE BENDS SHALL BE MADE BY LARGE RADIUS CONDUIT FITTINGS. MOST CONDUIT LAYOUTS ARE NOT AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROPOSE LOGICAL GROUPINGS, MARSHALLING AND ROUTING OF CONDUITS AND WIRING FOR APPROVAL BY ENGINEER PRIOR TO INSTALLATION. 15. ALL EXPOSED CONDUIT SHALL BE PVC COATED GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED OR SHOWN. EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL TO ARCHITECTURAL AND/OR STRUCTURAL FEATURES UTILIZING CONCENTRIC BENDS AND CONDUIT FITTINGS. 16. CONDUITS INSTALLED BELOW GRADE SHALL BE DIRECT BURIED DUCTBANK. DUCTBANKS SHALL CROSS PROCESS PIPING AT 90' ANGLE WHERE POSSIBLE. 17. THE CONTRACTOR SHALL INSTALL CONDUITS AS REQUIRED FOR DIRECT CONNECTION TO EQUIPMENT. PROVIDE FLEXIBLE CONNECTIONS TO ALL EQUIPMENT AND IN ACCORDANCE WITH THE EQUIPMENT SPECIFICATIONS. 18. THE QUANTITY AND SIZE OF WIRES AND CONDUITS ARE BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS WITH PRIOR APPROVAL BY THE ENGINEER AND WITHOUT ADDITIONAL COST TO THE CONTRACT MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE ELECTRICAL EQUIPMENT. 19. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS REQUIRED FOR MAKING FINAL CONNECTION OF ALL EQUIPMENT INSTALLED OR MODIFIED AS PART OF THIS CONTRACT. 20. THE CONTRACTOR SHALL PROVIDE ALL PULL BOXES, TERMINAL BOXES AND JUNCTION BOXES AS REQUIRED FOR THE INSTALLATION OF WIRING IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS THOUGH BOXES MAY NOT BE INDICATED ON THE DRAWINGS. 21. CONDUIT AND WIRING FOR LIGHTING, RECEPTACLES AND OTHER SINGLE PHASE POWERED DEVICES ARE GENERALLY NOT SHOWN BUT SHALL BE PROVIDED AS REQUIRED FOR CONTRACTUAL COMPLIANCE. MULTI -PHASE CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRAL CONDUCTOR. 22. THE CONTRACTOR SHALL VERIFY AND CONFIRM THE LOCATION OF ALL MOISTURE AND HAZARDOUS AREA CONDUIT SEALS. 23. ALL SPARE CONDUITS SHALL BE CAPPED AND SHALL INCLUDE 200# TEST POLYPROPYLENE PULL STRING. 24. STRUT -CHANNEL SHALL NOT BE BENT, DRILLED, CUT OR OTHERWISE MODIFIED TO PRODUCE FITTINGS, BRACES OR BRACKETS FOR CONDUIT AND EQUIPMENT SUPPORTS. 25. MANUFACTURED STRUT -CHANNEL BRACES, BRACKETS, FITTINGS OR POST BASES SHALL BE PROVIDED AND INSTALLED WITH ASSOCIATED HARDWARE AND FASTENERS FOR CONDUIT AND EQUIPMENT SUPPORTS. 26. THE CONTRACTOR SHALL PROVIDE AND INSTALL CONCRETE EMBEDDED LEVELING CHANNEL SUPPORTS FOR FLOOR MOUNTED EQUIPMENT INCLUDING AUXILIARY SUPPORTS FOR SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, CONTROL PANELS, ETC., AS REQUIRED. 27. STRUCTURAL MEMBERS SHALL NOT BE DRILLED, CUT, WELDED OR OTHERWISE MODIFIED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 28. ALL RECEPTACLES SHALL BE GROUND FAULT CURRENT INTERRUPTING (GFCI) RECEPTACLES: A. SHALL BE RATED FOR 20A AT 120V WITH LED POWER INDICATOR B. INSTALLED OUTDOORS OR IN PROCESS AREAS, ALL RECEPTACLES SHALL BE WEATHER PROOF, CORROSION RESISTANT, AND SHALL BE INDIVIDUAL GFCI DEVICES. TYPICAL DEVICE MOUNTING HEIGHTS RECEPTACLES (INTERIOR PROCESS AREAS) RECEPTACLES (EXTERIOR PROCESS AREAS) LIGHT SWITCHES NOTE: DIMENSIONS ARE TO DEVICE TOP UNLESS NOTED OTHERWISE. PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS GENERAL NOTES, SYMBOLS AND LEGENDS DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN BMW DESIGNED BMW CHECKED ALA PROD. MGR. MSL SCALE HORIZONTAL: NA VERTICAL: NA 24" AFF 48" AFF 48" AFF NG N E1 STATUS: REVISION ISSUE FOR BID BOND GROUNDING TO FENCE POST AT EACH CORNER. BOND FENCE FABRIC TO GROUND RING 8' BLACK PVC COATED CHAIN LINK FENCE ANTENNA 10 SEE SHEET M-2 FOR PIPING DETAILS ------x----x----x----x----x----x---x----x----x— c c c BOND TO WELL x CASING PIPE IN I - - - _ - - - - - - - - - - - -- 2 PLACES 5/8"001 GROUND ROD II I c Qv �j - I � II II II II II II II II II II it II j #1/0 GROUND RING I I I � I I I I 7`� 0 I ❑ El PORTABLE GENERATOR LOCATION cDsI J I I S } I GROUND ROD TEST WELL I I I X I � I II I I I I I x I I I I I I X I I I I I c c c I I I —x---x----x----x----x--x----x :6' DOUBLE SWING GATE BOND EACH GATE TO FENCE w/FLEXIBLE GROUND STRAP I I I iII I I I I I I I I I II I a II I 3 I 4#3/0, YC I ELECTRICAL SERVICE II I I I I I I I I OHIY OHW _—___ _—OHw OHW OHW OhIW I OHW OHW -- ----+ OHW OHW oHW oHW OHW OHW -- OHW m —--- —_ I I I i I or REV.NO. DESCRIPTIONS DATE REVISIONS SEAL ARTHUR L. ANCHOR P.E. No. 39804 I v v MCIOVI&CREED 3802 Ehrlich Road, Suite 306 Tampa, Florida 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com CITY OF ZEPHYRHILLS I m, mw 0Hw OHW OHw I I 10, 0 10' 20' imm SCALE: 1"=10' (Horiz.) I KEYNOTES: ODFS (DATA FLOW SYSTEMS) RTU, ANTENNA TOWER, TOWER BASE, COAX CABLE, ANTENNA GROUND, AND ANTENNA SHALL BE SUPPLIED AND INSTALLED BY THE OWNER. CONTRACTOR SHALL INSTALL ALL CONDUIT TO THE RTU AS SHOWN. CONTRACTOR SHALL INSTALL ALL POWER, CONTROL AND SIGNAL WIRE AS SHOWN TO THE DFS RTU PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS WELL No. 11 ELECTRICAL SITE PLAN NiW )Hw OHW DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN CJR DESIGNED ALA CHECKED ALA PROJ. MGR, MSL SCALE HORIZONTAL: 1" = 10 VERTICAL: NA DRAWING NUMBER E2 STATUS; REV S10N ISSUE FOR BID - - x- - ---- - ---x-- x- -_--- BOND GROUNDING TO FENCE POST AT (EACH CQRNER. BOND FENCE FABRIC TO GROUND RING SEE SHEET M-1 FOR PIPING DETAILS --x x----X----x----X-----X--- -X-----X----x----X- G G ANTENNA 1Q G BOND TO WELL X CASING PIPE IN - _ - - - - 2 PLACES X 5/8"x3O'L GROUND ROD --III i G T - _ i #1/0 GROUND RING FnIx it CD O III ! I I PORTABLE GENERATOR l i I I ❑ 0 I LOCATION L- 8' BLACK PVC COATED I c CHAIN LINK FENCE ! I I II I I GROUND ROD x ! I TEST WELL III I� II i I I I X I II ! I I G G G I ! ! I ! I - -x-- -X----X----X----X-- -X----X-- II I ! I II I 6' DOUBLE SWING GATE I I I BOND EACH GATE TO ! FENCE w/FLEXIBLE it ! GROUND STRAP II II I Q II I 3 II I o ! J 4#3/0, YC ELECTRICAL ! ! i{ SERVICE II !! I IV �r I L I -- --x----x----x--- - x-- -- -- x-----x----x----x----x----- - -x--- _ X----x---x----x---=X=-- - - - - - - -- - __ ---- _--. x----x----x----x----x----x----x-----x--==�-- -- _ -- - OHW ----- OHW f Otiw ,— \ OHW CNW OHOHw OHW OHW OHW w O4w --- -- — OHw - OHv —__— — ----__—_—_—.— _—__-_�LS \ �a MBCX MBOX n n v IVIL)vn A11RO REV.NO. DESCRIPTIONS DATE REVISIONS x �eox SEAL 01 ARTf UR L. ANCHORS, P,E No. 39804 v v MCK M & CREED 3802 Ehrlich Road, Suite 306 Tampa, Florida 33624 Phone; (813)549-3740, Fax; (813)549-3744 EB0006691 www.mckimcreed.com CITY OF ZEPHYRHILLS I nM mw OHW 10' 0 10' 20' SCALE: 1"=10' (Horiz,) KEYNOTES: 0 DFS (DATA FLOW SYSTEMS) RTU, ANTENNA TOWER, TOWER BASE, COAX CABLE, ANTENNA GROUND, AND ANTENNA SHALL BE SUPPLIED AND INSTALLED BY THE OWNER. CONTRACTOR SHALL INSTALL ALL CONDUIT TO THE RTU AS SHOWN. CONTRACTOR SHALL INSTALL ALL POWER, CONTROL AND SIGNAL WIRE AS SHOWN TO THE DFS RTU - - -- -- ---- x-- - -x--- -x----x--..--x-----x----x------x- a{w PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS WELL No. 12 ELECTRICAL SITE PLAN DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN CJR DESIGNED ALA CHECKED ALA PROJ, MGR. MSL iSTATU S: IS kiW DRAWING NUMBER SCALE HORIZONTAL: VERTICAL: 1: NA REVISION �# FOR BID - ' W UTII 480/2T OVERHEAD UTILITY TRANSFORMER BANK METER BASE/ C.T. CABINET AS REQUIRED A 11-7 /n -7"n 3-#8, #8G, 3/4"C 3-#10, #10G, 3/4"C 4-#8, #8G, 1 "C RTU ANTENNA TOWER GROUND BACK—UP WELL 120/208V 3�, 4W POWER CONNECTION PUMP PANELBOARD 'LP' TYPICAL WELL PUMP SINGLE LINE DIAGRAM SCALE: N.T.S. [to] I I LP-11 W I I I � CHEMICAL PUMP CONNECTION DETAIL SCALE: N.T.S. REV.NO. DESCRIPTIONS DATE k. REMSIONS 0 WPGFI LP-2 F—IRTU-11 (RTU-12) 7LP-6 F1 T FAN F-1 2 LP-2 WPGFI 0 I � LP-8 FAN F-2 G D WPGFI III y LP-5 Q WPGFI LP-2 LP-2 WELL PUMP PCP-101 PCP-201 SOFT STARTER �_R�UNN ` U CONTACTS FOR FUTURE USE LR�U�N � U RUN (- FAIL H AUTO MODE H RUN COMMAND ED- INTRUSION FLOW METER FIT-103(203) CL2 ANALYZER AIT-105(205) POLYSULFATE FEED SYSTEM SODIUM HYPOCHLORITE FEED SYSTEM EYEWASH STATION FLOW 12#14, 1#14G, 3/4"C 1#18 TSP, 3/4"C 1#18 TSP, 3/4"C 1 #18 TSP, 3/4"C 1#18 TSP, 3/4"C 2# 14, 1 #14G, 3/4"C DFS RTU RTU-11 (RTU-12 RTU CONTROL, PROCESS SIGNAL CONNECTIONS SCALE: N.T.S. m Q NOTES: —------------- — 0 Le — Q LLI F1 14 F1 15 LP-7 C —� J TO RTU-11 (RTU-12) I WELL PUMP STATION I ✓I WPGFI G LP-13 I F11 8 F1 1-#1/0G COPPER 5 12 LP-11 % GROUND RING 7 � WPGFI h I LP-2 5/8" X 30' COPPER GROUND ROD (TYP.) -_- --� _---'LP-3 - WELL PUMP BUILDING �\ WPGFI RTU-11 (RTU-12) ELEC EQUIPMENT LEGEND: Cp 13 Oj METER BASE/C.T. CABINET F1 8 F1 _ RTU-14, 3/4"C 1 (RTU-12) 2#1O MAIN DISCONNECT #�8 TSP, 3/4"C RTU-1 1 (RTU-12) i / LP-3 LP-5 O3 DOUBLE THROW SWITCH TRANSFORMER DISCONNECT r r 15kVA TRANSFORMER i i 120/208V 3�, 4 WIRE PANELBOARD 'LP' F1 F1 F1 7� MOTOR STARTER DISCONNECT g LP-9 SOLID STATE SOFT STARTER (PCP-201) � O WPGFI F-2 O RTU-11(RTU-12) LP-4_*___ ® E RTU-11 (RTU-12) LP-4 WPGFI 10 NEMA 12 WIREWAY (LOCATED OVERHEAD) 1 BACK-UP POWER CONNECTION, LEVITON OR PASS & SEAMORE G G G 410OR9W, PS4100R9W W LP-11 PROVIDE 2 POLE SWITCH TO 12 CL2 ANALYZER / OPERATE F-2 WHEN LIGHTS ARE ON O 13 EYEWASH STATION TYPICAL WELL PUMP BUILDING POWER PLAN SCALE: 3/8" = 1' SEAL I ARTHUR L, ANCHORS, P.E. Nc. 39504 a SEAL 01 s0-4q MC M & CREED 3802 Ehrlich Road, Suite 306 Tampa, Florida 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com CITY OF ZEPHYRHILLS I 120V FROM 'LP' ANTENNA COAX CABLE 2"C 2# 14, 1 # 14G, 3/4"C 2# 14, 1 # 14G, 3/4"C 4#14, 1#14G, 3/4"C 7yANTENNA AND —45 FOOT TOWER ASSEMBLY WITH MAST WELL HOUSE FRONT DOOR INTRUSION DETECTOR SIDE DOOR INTRUSION DETECTOR SIDE DOOR INTRUSION DETECTOR 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NEC, NESC AND LOCAL CODES INCLUDING OWNERS STANDARDS AND REQUIREMENTS. 2. CONDUIT ASSOCIATED WITH THE WELL PUMP BUILDING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: 2.1. CONDUIT RUN INSIDE WELL PUMP BUILDING: RIGID PVC COATED GALVANIZED STEEL RUN EXPOSED 2.2. BELOW GRADE CONDUIT: DIRECT BURIED SCH. 80 PVC CONDUIT (PROVIDE MIN. 12" SEPARATION BETWEEN TOP OF CONDUIT AND BOTTOM OF BUILDING FLOOR SLAB) 3. ALL RECEPTACLES SHALL BE MOUNTED A MIN. 48" AFF UNLESS OTHERWISE NOTED. ALL RECEPTACLES SHALL BE INDIVIDUAL GFI RATED DEVICES. 4. CONDUCTORS SHALL BE XHHW-2 STRANDED COPPER UNLESS OTHERWISE NOTED. 5. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC WELD TYPE UNLESS OTHERWISE NOTED. 6. ALL PANELS, JUNCTION BOXES, DISCONNECTS, ETC. SHALL BE ARRANGED TO HAVE BOTTOM CONDUIT ENTRY ONLY. 7. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR FINAL ELECTRICAL ARRANGEMENT FOR BOXES, CONDUITS AND ENCLOSURES FOR FINAL APPROVAL. KEYNOTES: O1 CONTRACTOR SHALL COORDINATE WITH ELECTRIC UTILITY TO PROVIDE ALL WORK REQUIRED FOR CONNECTION OF ELECTRICAL UTILITY SERVICES. CONTRACTOR SHALL PAY UTILITY FEES FOR TEMPORARY POWER CONNECTION REQUIRED FOR CONSTRUCTION PER THE GENERAL REQUIREMENTS. OWNER SHALL PAY UTILITY FEES ASSOCIATED WITH THE PERMANENT UTILITY CONNECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE INSTALLATION WITH UTILITY AND ENSURING INSTALLATION SCHEDULE SATISFIES CONTRACTOR'S START UP REQUIREMENTS. TRANSFORMER BANK AND PRIMARY CABLE ARE TO BE SUPPLIED AND INSTALLED BY ELECTRIC UTILITY. CONTRACTOR SHALL PURCHASE METER BASE AND C.T. CABINET FROM UTILITY AS REQUIRED AND COORDINATE INSTALLATION OF THIS EQUIPMENT WITH THE UTILITY. O UNDERGROUND ELECTRICAL SERVICE FROM UTILITY SERVICE POINT TO UTILITY METER AS SHOWN ON THE SITE PLAN BY CONTRACTOR. ELECTRICAL SERVICE SHALL BE INSTALLED IN DIRECT BURIED SCH. 80 CONDUIT. O DFS (DATA FLOW SYSTEMS) RTU, ANTENNA TOWER, TOWER BASE, COAX CABLE, ANTENNA GROUND, AND ANTENNA SHALL BE SUPPLIED AND INSTALLED BY THE OWNER. CONTRACTOR SHALL INSTALL ALL CONDUIT TO THE RTU AS SHOWN. CONTRACTOR SHALL INSTALL ALL POWER, CONTROL AND SIGNAL WIRE AS SHOWN TO THE DFS RTU O INTRUSION SWITCH FOR INTRUSION ALARM. ROUTE 2#14 1" CONDUIT TO DFS PANEL. 5O WIREWAY SHALL BE LOCATED TO ALLOW BOTTOM CONDUIT ENTRY TO ALL PANELS. PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS TYPICAL WELL PUMP BUILDING SINGLE LINE DIAGRAM AND ELECTRICAL POWER PLAN DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN CJR DESIGNED ALA CHECKED ALA PROJ. VGR. MSL SCALE HORIZONTAL: NA VERTICAL: NA STATUS: REMSION ISSUE FOR BID ENCLOSURE: NEMA: 1G MOUNTING: SURFACE MAIN: 50AMP MB ® MLO ❑ PANEL: LP VOLTS: 120/208V, 3 PHASE, 4 WIRE NEUTRAL: 1007. ® 200% ❑ LOCATION: WELL PUMP BUILDING BRACING: 22,000A FULLY RATED FEED: BOTTOM LOAD SERVED LOAD (KVA) BREAKER BRANCH CIRCUIT CONDUIT & WIRING CKT PH CKT BRANCH CIRCUIT CONDUIT & WIRING BREAKER LOAD (KVA) A B C LOAD SERVED I A B C AMP POLE AMP POLE WELL PUMP RTU PANEL 0.25 " 20 1 2#12, 1#12G, 0.75"C 1 A 2 2#12, 1#12G, 0.75"C 20 1 1.08 RECEPTICLES - PUMP ROOM CHEMICAL FEED PUMP 0.10 15 1 2#12, 1#12G, 0.75"C 3 B 4 2#12, 1#12G, 0.75"C 20 1 0.72 RECEPTICLES - CHEMICAL ROOM CHEMICAL FEED PUMP ;05 15 1 2#12, 1#12G, 0.75"C 5 C 6 2#12, 1#12G, 0.75"C 20 1 0.25 PUMP ROOM EXHAUST FAN PUMP ROOM LIGHTING 0.41 20 1 2#12, 1#12G, 0.75"C 7 A 8 2#12, 1#12G, 0.75"C 20 1 0.25 CHEMICAL ROOM EXHAUST FAN CHEMICAL ROOM LIGHTING 0.3420 1 2#12, 1#12G, 0.75"C 9 B 10 - 20 1 0.00 SPARE BREAKER EXTERIOR BUILDING LIGHTING 2 20 1 2#12, 1#12G, 0.75"C 11 C 12 - 20 1 0.00 SPARE BREAKER CL2 ANALYZER 0.10 20 1 2#12, 1#12G, 0.75"C 13 A 14 - 20 1 0.00 SPARE BREAKER SPARE BREAKER 0.00 20 1 - 15 B 16 - 20 1 0.00 SPARE BREAKER SPARE BREAKER 0.00 20 1 - 17 C 18 - 20 1 0.00 SPARE BREAKER SPARE BREAKER 0.00 '''+ 20 1 - 19 A 20 0.00 SPARE BREAKER SPARE BREAKER 0.00 20 1 - 21 B 22 30 3 0.00 SPARE BREAKER SPARE BREAKER 0.00 20 1 - 23 C 24 0.00 SPARE BREAKER TOTAL(S): 0.76 0.44 0.62 1.33 1 0.72 0.25 TOTAL BUS A LOAD: 2.09 KVA TOTAL BUS B LOAD: 1.16 KVA TOTAL CONNECTED KVA: 4.12 TOTAL BUS C LOAD: 0.87 KVA SCHEDULE NOTES: 1. ALL BUSSES SHALL BE PLATED COPPER. 2. ALL BREAKERS SHALL BE BOLT ON AND FULLY RATED . LIGHTING FIXTURE SCHEDULE LAMP DATA BALLAST VOLTS TYPE DESCRIPTION MOUNTING MANUFACTURER CATALOG/SERIES NO. REMARKS NO. TYPE N0. TYPE WATTS ENCLOSED NON-METALIC 120 LITHONIA VRI-2-32-PCL-MVOLT-GEB FIXTURE SHALL BE NON-METALIC WITH GASKETED F1 FLORESCENT FIXTURE 2 32W T8 1 ELECTRONIC SURFACE HOLOPHANE CONTROLUME SERIES POLYCARBONATE LENS. 68 DAYBRITE V2 SERIES 120 WALL MOUNT20 E1 EMERGENCY FIXTURE 2 8W HALOGEN (1' ABOVE DOOR) LITHONIA ELT632CNY 10OW 120 WALL MOUNT LITHONIA TWH SERIES FIXTURE SHALL HAVE GLASS LENS AND W1 WALLPACK 1 HPS 1 MAGNETIC HPF (8' AFG) HOLOPHANE W4 SERIES INDIVIDUAL FIXTURE PHOTOCELL CONTROL 130 DAYBRITE WLM SERIES LIGHTING FIXTURE SCHEDULE NOTES: 1. REFER TO SPECIFICATION SECTION 16500 FOR ADDITIONAL REQUIREMENTS 2. POLES AND REQUIRED MOUNTING HARDWARE SHALL BE FURNISHED AND INSTALLED FOR ALL POLE MOUNTED FIXTURES. POLES SHALL MEET 140 MPH WIND LOAD RATING. REFER TO DETAIL ON DRAWING E-108 FOR ADDITIONAL REQUIREMENTS. 3. CATALOG/SERIES NUMBERS ARE SUBJECT TO CHANGE FROM MANUFACTURER REV.NO. DESCRIPTIONS DATE REMSIONS SEAL z_�s� zoiz ARTHUR L. A.NCHCRS, P.E No. 39804 SEAL PVC COATED RIGID CONDUIT I FINISHED FLOOR/GRADE 6" MIN PVC COATED RIGID GALVANIZED STEEL TYP. CONDUIT TRANSITION DETAIL SCALE: N.T.S. j 12" MAX. i 24" MIN.--- --_:— v v MC M &CREED 3802 Ehrlich Road, Suite 306 Tampa, Florida 33624 Phone: (813)549-3740, Fax: (813)549-3744 EBOOD6691 www.mckimcreed.com DIRECT BURIED DUCTBANK SCALE: N.T.S. CITY OF ZEPHYRHILLS CONCRETE SLAB SELECT COMPACTED BACKFILL CONTAINING NO MATERIALS OR STONE LARGER THAN 3/4" GROUNDING RING TYPE 'TA' EXOTHERMIC CONDUCTOR WELD MOLD GROUNDING TAP CONDUCTOR �+ EXOTHERMIC WELD 'TA' CONNECTION SCALE: N.T.S. CU-CLAD GROUND ROD TYPE 'GT' EXOTHERMIC WELD MOLD GROUNDING CONDUCTOR EXOTHERMIC WELD 'GT' CONNECTION SCALE: N.T.S. REBAR SIZE AS -REQUIRED TYPE 'RR' EXOTHERMIC WELD MOLD GROUNDING CONDUCTOR EXOTHERMIC WELD 'RR' CONNECTION SCALE: N.T.S. TYPE 'RC' EXOTHERMIC WELD MOLD REBAR GROUNDING CONDUCTOR EXOTHERMIC WELD 'RC' CONNECTION SCALE: N.T.S. GROUND ROD TEST WELL SCALE: N.T.S. PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS ELECTRICAL DETAILS 11 "x18" CONCRETE BOX WITH TRAFFIC RATED COVER AND OPEN BOTTOM BARE COPPER GROUND CU-CLAD GROUND ROD DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN BMW DESIGNED BMW CHECKED ALA PROD. VGR. MSL SCALE HORIZONTAL NA VERTICAL: NA ;TATU S: REVISION ISSUE FOR BID