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HomeMy WebLinkAboutBuilding Plans(.--.ONSTRU(-,.-,-,!ON DRAWINGS FOR,, _ T _ r w _ R .-: � :? r :( tTr.�Z. '.x, .. it n.. .. r. -... '�-.:.:',. is t .. �:. v.., i.e ,-. �, v,n - . ' � 4 •/: .... (., rc .. . .. '._. �a; ..„• .-, v,. I ;-A ,.T„ i:�.,. ,... q ., F.Cf ,.I... Era ..,T.. ,....e"r. .:k1 .�. ... a.. . . x"S n � .....K,. ..._ t �... vRi Wks C„}43 : ng: o a .r,-v. .,>), e, .i .. £'*r..,{�.,, -zu ., ,,! .a ,„ .:'. _;cea ..:.r.., ,,, k .,... .,..;t... �, m, `r: a .. >,x...l >t, a ,..„.1.., ., t , W .: <. .a _k..: , rt• .� E?..e., _.".:. :,. m. :f . ..,.« '.., :«: .. u,.x,=: It:• r:,. ,., .,..: e: .,z-. ,rt ,.. `? .. t.. ,. :. . .. r.. b.. ....� cu [ .a•-: U. S.+v'� ., a-.,, 6- ,"`?„ *• ;.: rxvp ;,, •:(�rs:',.. ._...d :..: :. ,. .... �,,: ._ 707 . ... .... .�. � .u. a.... tw.,.y �.., ..c.. M.... d.,...: ..-.�p.,.<J ... .r ,� � , . .. � ..I , ...- v .{I .ua.. ,:. 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".. ,�.. .,,.. ,9i "r, aa: i{/Y ,. y:.. ,' u' � rv'• - .. '- ': �« r.:i .ah. S:i. ,; ,..:! I, «.nw-�''<,.Ei: . ;.I Zx d,. b�, r : . +( �• Lt .rv,..' , 1. :.il,��-: ...Ii" n [.:j Eiq` `.,x m. Y "`,_ .`,. e y try ,,. ,. .. , .b. . - 's G} ,':: ,c,: ::, a ,x, ;:: ss ..w.. k.,, ':.+s6-r .. ,I . f}`s : ..«:.�yit, i r r , f+1 tas A,� T RECEAV� <.,., a,A.Y xM< t �D �E. 4y- %..:A ,,I +',,,' d'• ins: t �.' r. t ,y.:. :k. ire �' t k,+. f'+ '�a,:: ;"N ,}s.. � ?i `'is `f �aN„. .�i�.o .a �r .�.. v sx; �. � � 't _, .:., r- m'', "K "Y' ."`�'': r k"�'.. {. /t` `4 '"i ,:�1. S %7. -13 <, _f.. Y „x�-ex,,,,_.,..'.� _.�._.A�'� r ,nv..__ �.:Oi I CQ�J ST, 6uds County, Permitting IN SECTION 3, TOWNSHIP 36 SOUTH, RANGE 40 EAST, S' �° ..., PREPARED FOR: wV w.. .. i� " I;r'. tN �' ..+y`1 "+'^... .usvED PF ,t.,z., .., ui,��e a <. ..-.NL FIRE :. A y; ,.. „_P: a; ✓ rtis 'a , .r"^A },: <. � ,. e, z. ,;. -'r: ., _... T .,=. :';;a�:.. P '-f...ti .. ta,: +: A .. , y !,. .>, �.�..�:' „� ,.. r„ `$.�. r;.� „:. F.,:. ... i ':a ,, 3, a � 'P;. .>-' ..: `.,. .. � ,.'�...,�:., ..:..,. ,..,..rM. .<.._..,._ -._ ,. _. _... .:....... ... t-.. ..rt,...s3,. ..."\ ./c..?. ,nsv.... -.fin., a ..,s'ri._ INDEX TO SHEETS N �f SHEET ' NO. DESCRIPTION A N 1 COVER SHEET W E 2 HORIZONTAL CONTROL PLAN 0 s 3 PAVING & DRAINAGE PLAN mama 4 WATER & SEPTIC PLAN & DETAILS EDWARDS-i W "A� cm e . c \\ 5 PAVING, GRADING AND DRAINAGE DETAILS AL 6 WATER DISTRIBUTION DETAILS DAMNA H R s j Y W a S I : wean+ D : t(-- s PROJECT VICINITY G G t rl W �j MI Y ROAD W ee. wwsaous W _-- T LIA1G I� wL' W W W W III VICINITY MAP Y nsT — �.__ __ _ _. _ _.. _�_._� v _ .._ — _ <�I � .s a.. oPn.T3uR,K„S' �, a. .. S%'lr auM'SR,T'h Sw•1 a..£�S L=3X`�'b�'F.Pb.�ft4v,..re-rvl3tTAv�?FLv°"z'�3wfui, NSCnFp:'RP. F-.F�i u-'a�' r W N.T.S. W � W a LOCATION MAP N.T.S. Y k 00 .S1 1 z sw .�roup 2 5'-1 4400 BELLE GROVE DRIVE FORT FIERCE, FLORIDA 34981 R ARD M. LAD 0, P. . L. REG. N0. 34288 PHONE 772-530-8261 FAX j772-464-1383 'STATEENGINE AUTHORIZA'FION #28610 FILE NAME: UNITED PENTENCOSTAL, COVER & DE �AIL�'xfh OFFLorinAs ARnoIPRo Esslo�ALEI� UNITED PENTECOSTAL, SITE CONSTRUCTION DRAWINGS 16-020 SHEET 1 OF 6 L 0 T 18, BLOCK 38 OCCUPIED RES # 4809 40 60 / F. F. E. =18.73 / o WELL N58°11'00"E 113.51'-------- N58_1l'OO"E----- 200.70' M 13.51'--------- -1 100 100'(P) 100.6'(P) e----6' CONC. WALL I L /i \o, A P\ N58°11'00"E 77.56' o o I 200.6'(P) �\ GPI -- — —- o 1 O WELL I \� O °° b / o TY . o I I i\ • O lb*10° 0 OCCUPIED I CHURCH j P F.FE.=19.90 °° i WLP I I 5'R 5 R _ I I 107.74' N58°11'00"E 38.68' /\ 12' S' 12' w LOT 20, BLOCK 38 �o LOT 19, BLOCK 38 'R Gj 3 s10 R 1, l 0 1 O OR 15'R R PO 00 5' WIDE CONCRETE 1 00 SIDEWALK 1 5R I i� a 0 1 o <] 1 I o 95:I90' I ,�C✓ 75.0' PROPOSED -00 ,Q PROPOSED o0 1 8 o SEPTIC ONE STORY 1 1 0 o O O TANK SANCTUARY R Y o z o FACILITY �WLP i Q 3,931 S.F. 18' 13° 13' 1s I I z BLDG. HT. = 40' MAX o of 32.0' b o I 1 U COVERE O - 0-) 1 I P '� pQ <PmTRY ' E, � II SEPTIC t m P PROPOSED a < in t 1 DRAINFIELD ' " 361 S. CV /SEPTIC rq L J TANK _ AREA - Z to I I r - c0 2O'R I 5' 111 a it ry 71 ' 10'R cTI 150' 10----------------- 100'—------------� INV. / N58°11'00"E 250 00' 41.00' N58`11'DO"E 200.00' TC2p OF-BAh1 .. 03'PVC p� 2g.C'--24=CMP—_--------- — _ -- "'p o------------ -- S W A L E--- o------------ -- - 25-- -- - --zsR ---- ------ ------ DRIVE // 70P OF BANKcj / MIDWAY ROAD AKA WHITE CITY ROAD N58`11'00"E 100 R W A S P H A L T R O A D W A Y ASPHALT LEGAL DESCRIPTION LOTS 21 AND 22,- BLOCK 38, INDIAN RIVER ESTATES UNIT 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 49 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL CONTAINS 39,986 S.F. (0.92 ACRES). �I R E V IS 1 0 N s BY DATE COMPUTER FIELD BK. PG. 4400BELLE GROVEDRIVE FILE REF. - - _ FT. PIERCE, FL. 34961 ---- _ RodykPHONE: 772-530-8261 — -.- - eSlg11 FAX 772-464-1383 enginpod225@aol.com — - - ---F------ roup, LLC -- - Al] ENGINEERS, PLANNERS & CONSTRUCTION MANAGERS STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NO.28610 ■ BY DATE DESIGNED RML 1-24-17 CALCS. DRAWN RML 1-24-17 DETAILED CHECKED RML APPROVED i n . P NTS Wk12ri LOCATION MAP UNITED PENTECOSTAL FIRE MINISTRIES TRINITY INTERNATIONAL, INC. HORIZONTAL CONTROL PLAN DATE: 1 /24/2016 HORIZ. SCALE: 1"=20 VERT. SCALE:1 "=20' JOB No. 16-020 SHEET 2 OF 6 i PROPOSED OCCUPIED - RES # 4809 o zo 40 60 SWALE 0/ELEV. 16.0 FFE.=18.73 i 16ti % o WELL 1 1 3.51-------------N58°11_00"E----------- ---- ------ 200�7_O-�M�----------------------------, o 100'(P) , 100.6'(P) i _ __ 06 ., '�-6' CONC. WALL , m.. N 8„1, 0 E 1.3' I 17.0 17.0 17.0 MINIMUM PERIMETER GRADE i 200.6'(P) / EL.=17.50 STABILIZED ' / AREA x � / OD PARKING \G O WELL n.o O 1 I , 1�.8 1 80 OCCUPIED I CHURCH I WLP F. F. E. ; 19.90 P CONTROL x � (�� F STRUCTURE SHEET 5 OF 6 / 18.00 17.00 S o I ' SEE DETAIL / 18.00 v 17.50 17. 0 G17.50 �� ��, o ��� / 1lzj TYPE 70" 1 h ` Ay. CURB 17.00 I 1 17.80 1830 (TYP.!,�° 1.60 LOT 20, BLOCK 38 io LOT 19, BLOCK 38 B Gj�' 171�0 I o x� '~ CONST. 55 L.F. OF DRY 18.50 18.50 17.44 ! ' 18" A.C.C.M.P. ® 0.0% ETENTIO 1 .00 16.00 17.50 SEE DETAIL AREA �„ 4, n:oo - 18.00 1 i O 18.20r CO 17.70 y x .N x<1. j INSTALL Xo� O 7.00 I PER FENCE 1ry e O •�� ,y �6ER DETAIL • x /x oo° I�P x,� ,931 S.F. MINIMU SANCTUARY �. ' 0P� PERIM ER �'PROPOSEDWLP ' I -i _ Z GR E o.I EL. 7.50 F.F.E. - 11,19. 00 18.20 7.70 , 'a i _ 0P� 1 .44 17.0o O „ j of a TYPE D K�51 18.70 CURB i 'SEPTIC ` C, E I W P P �oQ « 1 .20 (TYP.) - L_� TANK ' I ' xF°i.50 INSTALL 7.70 -17.00 SILT FENCE Y. 18.20 h 17.70 DETAIL x�^� ]JOO ------------------ 17.90 ° 17.40 �� 100'(P) , 100'(P) --------------------------------------y-----------------------------------„ N58°11'00"E 200.00' INV. .. N58011 00 E IN L; :' •< wi TOP F BANK' 03»PVC „ 17.20 17.20 y ao--- EX_ 24 CMP--- ---6 -- ---- -- ---- --------- ------------- �h �� --- EX 24 CMP ------ - -- -- ---- --- ---- -- Cyjp O yc� ? -- ---- ----- - - - - - ---------------------------------------- DRIVE h q�� TOP OF BANK oro ............._........._._-_.__________.._........._._..........W.W. ,e 1 Noa � OUTFALL PIPE i I MATCH EX. ASPHALT MARKER (AKA - AD) a CONST. 45 L.F: OF POST OF MIDWAY WAD WHITE CITY ROAD) 12 R.C.P. ® 0.0% o- --- --- 4 -----�?-- --- - - ----- ----_-------- EXISTING T.O.B. CONTRASTING - -- -- --- - ---- �2-1�"-MER ITED--------- 100 R /W END SECTIONS EL = 17.5' COLORS INV. = 15.10 g� ^6oti o 0 o�ti SOD LOCATION MAP LEGEND X 126 = EXISTING ELEVATION 14.32 = EDGE OF PAVEMENT ELEVATION 14.62 = EDGE OF PAVEMENT ELEVATION 14.12 � TOP OF CURB ELEVATION- --�V = DIRECTION OF FLOW ' = CONCRETE PARKING SURFACE I ro.... ...- s ..�_. .� i 2 MIN/ No.ZP ^6. / ... ASPHALT / 4 MAX 2 Optional Post Positions Principle Post Position Post (options: 2" x 4" Or I(Canted 20' Toward Flow) Min. Dia. Wood; Steel ' Filter Fabric (In O0O 1.33 Lbs/Ft: Min.) 6Max. Conformance With Sec. 985 FOOT Spec.) > y ' O O 00 00 O ° v Filter Fabric STORMWATER MANAGEMENT CRITERIA SUMMARY 0000 o ;i '' Silt Flow -^ + PROPOSED INVERT EL 0' 1929 1988 ' "° ---- O NGVD _ NAVD Nn 00 CONTROL ELEVATION 12.50 15.00 ELEVATION SECTION Type III Silt Fence Protection 0 r r EXISTING TOE NOTE Around Ditch Bottom Inlets. EL = 9.0' O O MINIMUM ROAD CROWN EL. 18.70(0.34 C.F.S.) 17:22(0.34 C.F.S.) 000 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT 0 10 YEAR - 1 DAY STORM WHEN NECESSARY. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 5.5 .INCHES RAINFALL. I ALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 00 � 0 � 2. SEDIMENT DEPOSITS SHALL ONE HALF THE HEIGHT OF THE BARRIER. - - MINIMUM PERIMETER EL. 19C33(0.39 C.F.S.) 17.50(0.36 C.F.S.) 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT SILT FENCE Q O 10 YEAR - 3 DAY STORM coNrRlBurE To OFF -SITE SEDIMENTATION. SILT FENCE riz,_llllllnll IIIlllhllliiilll o RIP -RAP TO TOE OF SLOPE 4, SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING 7.48INCHES RAINFALL EFFICIENCY. EXTEND 10' EITHER SIDE 5. SILT FENCING SHALL BE REPLACED AFTER SIX MONTHS '.OF NORMAL. USE. - (20' TOTAL WIDTH) MINIMUM FINISHED FLOOR EL. 20.24(20.48) 18.76(19.00) 6. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER 100 YR, 3 DAY, 0 DISCHARGE LOCATION AND A MAXIMUM OF 6 FEET APART FOR. EXTRA STRENGTH LFILTER 12.911 INCHES RAINFALL 7. FABRIC. FENCE AND 8R NCHESNOFHTHE TFILF BRCB SHALL EXTti D INTO L THE TRENCH TO THE 8: SILT FENCING SHALL NOT BE.REMOVED BEFORE THE UPSLOPE SURFACE HAS TYPICAL CANAL CONNECTION DETAIL - BEEN PERMANENTLY STABILIZED. COMPUTER BY DATE NNOTE: ALL ELEVATIONS SHOWN HEREON REFER TO - R E v I s I o N s - BY DATE FILE REF. FIELD BK./PG. a400>FT.PIER°VEDRIVE 0 � FT. PIERCE, FL 34981 1988 N . A . V. D . DATUM. TO CONVERT TO 1929 N . G . V. D . adyko PHONE772-530-6261 DESIGNED RML 9-20-16 FAX 772-464-1383 DRAWN FEET eS1T1 DRAWN RML 9-20-16 ADD 1.475 engtnpod225@aol.com rou DETAILED l LLC CHECKED RML 1-23-17 ENGINEERS, PLANNERS & CONSTRUCTION MANAGERS APPROVED STATE OF FLOPIDA CERTIFICAIE OF AUTHORIZATION NO 28610 I 3' MIN UNITED PENTECOSTAL FIRE MINISTRIES TRINITY INTERNATIONAL, INC. PAVINa- & DRAINAGE PLAN w 2-5_ `q -342$S L. REJ. NO. DATE: 9/20/2016 HORIZ SCALE: 1 "=20' VERT. SCALE: 1"=20' JOB No. 16-020 SHEET 3 OF 6 LOT 78, BLOCK J8 OCCUPIED — RES # 4869� F.F.E=18.7j V EX WELL O '113.51 ---------------- — ---- ----- -----------I ---------------2-0--0-.7--0-'LMN58°11 00 E00-P -1-0 -\-P--) ----------------- 100— s' CONC: WILL 111 _� — V.3' P J / O P�P �-- ----- ----� / 200.6'(P) O N / N I A EX WELL A\. 1b �.Ei� �.Z,,\\§�OCCUPIE I D CHURCH E. =19.90 LOT 20, BLOCK 38 io L 0 T iy, BLOCK 38 iy � 1 'O 1 , 75.0' I QQ PROPOSED PROPOSED 1 600 GAL. PROPOSED I 1,200 GAL. g- QQ DOSING r , QQ TANK TANK ONE STORY I ' i SANCTUARY 0 0 0 FACILITY 8 „ +WLP O 3,931 S.F. ---- t II I ' BLDG. HT. - 40MAX I I / I o I 32.0' ; r-7 SEP TIC ; 64 CHAMBERS 4, "' L' r j TANK ; TOTAL o 8 LONG BY Z o e I I e key PROPOSED k,•;, t UNOBSTRUCTED k w .. '• .i -, AREA CONST. FIRE HYDRANT 1,286 S.F. 150' 6„ 6„ TEE 6" PLUG & 100'(P) 100'(P) N58°11'0091 1" WATER METER ------------------------------------,--------------- ------ 2 �. .250 00 N58°11 �00"E --------200.00----------------------------- TOP OF BANK 03'PVO EX. 24 CMP --- ---- - ---- -- --- --- --- --- --- ----- -- ---- ---- ---- ---- - --- - - ---'EX 24 CMS - -- ----- - - S W A L E 0 TOP OF BANK 6� MlD WA Y OA 9(A KA Wll-lI TE Cl T Y ROAD) --- '�� 100' R/W A S P H A L T ROADWAY CONST 80 L.F. OF - 01 zo 40 611 \ 9� 5. A1A e 91 l a NTS x, 7ORANGEAVENUE > EDWARDS Z PGP� c Z a Q w � 0 712 ��.. LOCATION MAP 1 I I , I STREET ADDRESS i 1 202 EAST MIDWAY ROAD LEGAL DESCRIPTION LOTS 21 AND 22, BLOCK 38, INDIAN RIVER ESTATES UNIT 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT Q0 BOOK 10 PAGE 49 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL CONTAINS 39,986 S.F. (0.92 ACRES). r o GENERAL NOTES: 1 1. CONTRACTOR TO REMOVE ALL HARDPAN OR UNSUITABLE MATERIALS FROM DRAINFIELD AREA. 2. CONTRACTOR TO RAISE SEPTIC AND DOSING TANK MANHOLE COVERS TO MATCH FINISHED GRADE. 3. CONTRACTOR TO USE CLEANOUT ACCESS TOPS APPROPRIATE FOR �L DRIVEWAYS WHERE APPLICABLE. 4. CONTRACTOR TO VERIFY ACTUAL LOCATION AND DEPTH OF PLUMBING CONNECTING EXISTING BUILDING PRIOR TO CONSTRCTION. 5. CONTRACTOR TO INSTALL ALL NECESSARY CLEANOUTS PER HEALTH m DEPT. AND FLORIDA PLUMBING CODE REQUIREMENTS. i I DRAINFIELD INFORMATION: 1 1 REQUIRED DRAINFIELD AREA = 750 S.F I REQIRED UNOBSTRUCTED AREA = 1,125 S.F. TOTAL BED AREA = 64 CHAMBERS X 12 S.F./CHAMBER = 780 S.F SEPTIC_ TANK IS A 1,200 GALLON TANK DOSING TANK SHOWN IS A 600 GALLON TANK (DIRECTIONAL BORE —.. ..._ _-- .. � ... — ... _.—_... ..._.—.... _. ... — MmN -------- -EX. 8»W.M_ 60_L.F_OF H.D.P.` ° ASPHALT I 1/8'.TO 1/2" DIA.HOLE (TYP.) f ENLARGED VIEW 0 4.0 FT. O.C. CONST. 8" X 6" `\ TAPPING SLEEVE & 6" GATE VALVE. 2- 1 1/2" P.V.C. B.S.P. #'� VALVES IN 86' 6srraa unrnq W/COVER Mound forEstablisI _ Proper Drainage Vegeta �55;=s i� I I -'' DOSINGTANX TRENCHES TO BE 12" _ .It LIT@ _' ENDS OF PIPE IN _ _ 600 GALLON Cover 22" 2 ALTERNATING CAPPED .w L YoQepil'• SECTION VIEW SIDE VIEW PUMPS �\ NnUve eockfli.,!'.' . 8" Min. 77 2- 1 1/2'.. P.V.0 (SCH. 40) SEWER FORCE MAIN 1 0 0 22" 10.8 — :. f.. 22" Li-1/2- PVC (SCH40) BOT. DRAINFIELD �' DRAINFIELD YATF1 B PRESSURE PIPE IN ROWS OF CHAMBERS CHAMBERS 8 IN EACH ROW EL — 16.00' N.A.V.D. SEPARATION DETAIL END CAP DETAIL 64 TOTAL 24 INCHES MIN. DEL +/— 14.00' N.A.V.D. - SEASONAL HIGH WATER TABLE DRAINFIELD ABSORPTION BED INFILTRATOR UNITS DETAIL DRAINFIELD SYSTEM DETAIL I R E V I S 1 0 N S BY DATE COMPUTEFILE REFR FIELD BK./PG. 4400BELLEGROVEDRIVE BY DATE + --- - _ - aa'TO FT. PIERCE, FL.34981 DESIGNED RML 9-20-16 PP � (,�;lV PHONE:772-530-8261 CALCS. I ° -- - - - —------- --- - -- — eS1gI1 FAX: 772-464-1383 DRAWN RML 9-20-16 _ enginpod225@aoLcom - -_ r DETAILED ou�, L 1 LG � 1! - —- -- - ENGINEERS, PLANNERS & CONSTRUCTION MANAGERS CHECKED RML 1-23-17 .. _,... ...,_......._.,._,._...,_ ._,...„-_,....„,_._.__..m..._. .,.�. ,_„-„, STATE OF FLORmA CERTTFICATE OF AUTHORIZATION NO.28610 APPROVED w MIDWAY ROAD i 20IF a --------- 100 FT—R------------- I I ZIP I PROPOSED XVIG I 151— — — — ------ ----- 15. EX. 8" 80" MIN. EX.P4" CONST. 8" X 6" W.M. I. STORM L VALVE TAPPING SLEEVE & I 1 I B.S.P. $1 12" MIN f 10I — — — — — --_--.—.__ --.—I— I10 �r CONST. 80 L.F. OF 6" H.D.P.E.). WATER r 5r----- MAIN-----------'— ---1500M ELEV. 1 I (NAND) l 10 L---------------------------- J p { r� WATER MAIN DIRECTIONAL BORE ;. I 1. THE WATER MAIN SHALL BE 6" H.D.P.E. (8" O.D.) 2. PURSUANT TO THE 2010 F.D.O.T UTILITY ACCOMODATION MANUAL, THE MINIMUM DEPTH OF THE BORE SHALL BE 10 TIMES THE PROPOSED REAMER DIAMETER. i RICIRD M. LADYK , UNITED PENTECOSTAL FIRE MINISTRIES 0/2o 2016 TRINITYINTERNATIONAL, INC. WAFER & SEPTIC PLAN DATE. HORIZ. SCALE: 1 '=20' VERT. SCALE; 1 "=20' JOB No. 16-020 SHEET 4 OF 6 TOP EL.= 1 DRY DETENTION SECTION N.T.S. 13, DRIVE AISLE DRIVE AISLE PARKI G STALL NOTES 6' SIDEWALK AT" RAMP WITH 5' 2' DETECTABL OP V RIE 1.0% MIN. 1 d - 6" THICK, 3,000 P.S.I. CONCRETE W/ 1/4" SAWCU FIRE MESH 0 1/5 LB/C.Y. 6" STA ILIZED SUBGRADE (LBR 100 (MIN)) ** 1/4 LOW MODULUS ** COMP CTED TO 98% OF MAX. DRY DENSITY AS PER AASHTO T-180 T SILICONE PAVEMENT SECTION SEALANT 5' n 5 1. TOP PORTION OF FTP 25 & 26 x r+DCP WARNING SURFACE SHALL HAVE A REFLECTIVE BLUE SIGN PER DOT 304 BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. Z_ 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE SACKGROUNG WITH _ BLACK OPAQUE LEGEND AND BORDER. IN f 3. FTP 25 & 26 MAY BE. FABRICATED ON EOP 0 0 0 0 :0 ONE PANEL OR TWO. 1 1/2. R 4.. FTP 25 IS FOR. AREAS. WHERE SPACE INIS LIMITED. t/z 4 IIF. CONCRETE STOP 3,r*� 11 kf 1/2' l �; Ny I t n ry. 1 1/2 R _ TYPICAL HANDICAP 101 PARKING BY 1s .e• PARKING SPACE h! APARKING is sERles •c•I• SERIDISABLED 15 m PERMIT z PERM[ 15 BLUE8. �r CONSTRUCTION JOINT ONLY ONLY 18• TyzM 1.i .)Y' (3) 6" BLUE STRIPES 9 NOTE: CONTRACTOR SHALL PROVIDE A COMPLETE JOINTING PLAN EVENLY SPACED 5 1/2 SECTION TO BE APPROVED PRIOR TO CONSTRUCTION $250 FINE = 6NE r, a .�Idd 9 ., BLUE DOUBLE BLUE � 60 24" CMP BAFFLE 6" STRIPE §- e WEIR TYPICAL PAVEMENT JOINTING DETAIL BLUE 1 WALL MODIFIED 2' ROCK CONCRETE PAVEMENT SECTION FTP 25 6 TYPE "E" TRENCH N.T.S. I INLET � � � e o e e e o HANDICAP PARKING DETAIL 18"RCP 4" PVC �a B Re I-. I, �15 2.0' 6' - I , 1MIN. OVERLAPAVEMENT ?+ BERM EL - 17.8. PLAN VIEW 4" WEIR WALL MODIFIED iv '.. .SECTION TYPE "E EC.= 16.0 T.O.W. EL - 17.85 INLET i ,.\/i ep 0 0 2n R INLET TOP. 0 911,e e 1' ELEVATION 18.50 \ c \ TOP OF BERM \ ro " E BAS EL.= 17.85 MIN. /i\ \\� �11I o e o e \ D.O.T. //57 STONE ' 1 DRY DETENTION o o DRY DETENTION BOTTOM DRY ETENTION BOTTOM 12" 80T. EL - 16.00''I oe o e cp ELEV. = 16.00 12" ELEV. = 16.00 " e - OPENING o \ o ' e OPENINco e CA e o e e d SUBGRADE EXISTING GRADE 3:1 3:1 /. �\/ /�� �\\ / \ e e ® \� MAX. MAX. 3" DIA.O e c e� e e EL.= 15.0 BLEEDER 0 4" PVC e. L-15.0 e ' e 'q '. » MODIFIED oo- o.' e o e oe o TYPE ayN TYPE"E e e eo o:'o o ®,o 0000 a.po > bo' \ D CURB INLET I':. a a'. o ea o o e o Q _EL.= 14.0 N.T.S. I MINIMUM PERIMETER BERM140 P \ /.i\ MIRAFI // 500 4" 0 PVC W/360' FILTER FABRIC N.T.S. 01a'RCP 18"RCP 2' ROCK PERFORATION ALL SIDES DISCHARGE TRENCH : VARIES I' PIPE ELEV. 12.00-- I 3 SECTION A -A " DROCK TRENCH DETAIL ER BLEEDER EL=15.00 SECTION B-B N.T.S. 3,000 PSI CONCRETE /- 1/2" CHAMFER SD-7 CONTROL STRUCTURE NO.1 X p o y o a v ° PAVEMENTko '< ..'.�T'. : . : �,".3i1 5.. .0 f �.., ae^' . ,'• l /ray i COMPACTED SUBGRADE i III 6" i M lf-we TMI Arc I NHare Shill l The SIDEWALK PAVEMENT SECTION l.6^. Nte. cute Thee. Ti,, Uume T..l still Bede Ih-LNe N. T.S. Ll)wrrlle fl, Elba o novel. o lmmw 3,000 P.S.I. CONCRETE W/ I� BEt;edO Roll;G.,OLi;6fs WeperMDeteirome s2": : lnletee Ste LLrfe Oe eWitth The TMpuma a" ----' PonemsrooTh* t0ewrltlwf. o- uo FIBERMESH 0 1/5 LB/C.Y. I / � - 2.4° Nm' � 0! Tiuvel To TNe EXhnl Prvctica/. 19" mile. w ,I, 1 j l.4"NaX. VARIES N I/ y " --' -�J U U O ae" a apz 4. r 5'aer:brele sleewolk (� nWimtee amJ oeme 2" 2" -0 o°�b'+w, �$ .[� a v 27t TYPICAL .l:J p�CJvR/ *I'/$ MOEJOII nN� -_ - - V O O O TYm IW WIOM of Me Oame do//be a mle X p p p U p a b a O N.1. of WX aF the Lase erumeter. �4 O O O O TRUNCATED DOME G/ COMPACTED SUBGRADE - 95% MAX. DENSITY PER AASHTO T-09 Jeete0 atoll Oe 0.651"Weal. telween danvX. 1 �\ PLAN VIEW I i - W Theewmk AW 14 Th srwuewe fY T mel wnrMlry sorraea rem eeeee the l•m! wrem I-- 1 /4" 1 /8" 1/2 �\ Of the Rsmo AM In the Oriadlbn Pe wfee l24leMm l6N mm J Ft*e The Book Of LLrA CURB RAMP DETECTABLE WARNING DETAIL o a V cilcf lob 4 /.rr, k. J 1 4. R 1/4" R Exo 4rrArNr;.i otl PLAN v p a p p a c i s TOP VIEW -SINGLE PIPE p p�oTOA i/ . 2" PRE -MOLDED i `70 . set . I �ll� r EXPANSION JOINT MATERIAL 6 i c f`-6-- = TYPE "A TYPE "B" TYPE "C" iF"',i 011111I G' `a,s SIDEWALK JOINTS - � SlOewalk G/r0 ..L..LL/// (Where Nwesmryl men. 4: MAX. SECTION A- P_ TOP EL.= 17.0 P'4:1 MAX. )TTOM EL.= VARIES 16.0-16.5 N e T .>nr.^.ie.�� 'n-. � \ S;re J t. G; nae J•1. �' ¢ �s y /N2 11111117-7 T _ Not ai.�.�nry " 7n • Bar ' Utility strip J i:E'_S r✓..fC led �> TUL Ll42f 4.0' 'T 4.05. # , rpa: !::4 Ll r f Tu 0 P,P Fo,clrc L An-, SllliLu'. r (,r 4 And t o S. C�. Culrer,` . &O'(Pipe. , c Ge I'rclutleu J,Ier 41 1no Sec!%or)r PICTORIAL VIEWS PLAN TABLE OF SIDEWALK JOINTS TYPE .LOCATION 'A' AT P.C. AND P.T. OF CURVES AND AT JUNCTION OF EXISTING .AND NEW SIDEWALKS. "B" 5'-0".CENTER TO CENTER ON NEW SIDEWALKS. "C. WHERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES SECTION y TYPICAL PLACEMENT OF DETECTABLE WARNING ON CURB 'RAMPS SIDEWALK CONSTRUCTION MITERED END SECTION FOR R.C.P. DRIVEWAY CULVERT FDOT INDEX 304 SIDEWALK CONSTRUCTION DETAILS N.T.S. RIC . NOTE: ALL ELEVATIONS REFER TO 1929 N.G.V.D. TO CONVERT TO 1988 N.A.V.D., SUBTRACT 1.475 FEET R EVIS''`10NS BY DATE COMPUTER FIELD BK./PG. 4400 BELLE GROVE DRIVE FL PIERCE, FL. adyko PxOIVE:T2-53o-825I eslgn FAX:T72-464-1383 en n od225@aol.com roup, LLC p a I ENGINEERS, PLANNERS & CONSTRUCTION MANAGERS p ; STATE OFFLORIDA CERTIFICATE OFAUTHORIZATION NO. '_8610 BY DATE UNITE D PENTECOSTAL FIRE MINISTRIESHORIZ. TRINITY INTERNATIONAL CHURCH PAVING & GRADING DETAILS DATE: 10-24-16 SCALE: NONE VERT. SCALE: NONE DESIGNED RML 8-08-14 CALCS. DRAWN RML 8-08-14 JOB No. 16-020 DETAILED CHECKED RML SHEET 5 OF 6 4 APPROVED 4„ r EXISTING GROUND CALL VALVES ONTINUOUS SHALL TRAC HAVE 4" MIN. LENGTH OF PIPE. (FEET) TO BE RESTRAINED RESTRAINED TEE ( E WIRE FINISH GRADE !(SOURCES.EBAA IRON. .RESTRAINT LENGTH CALCULATION PROGRAM FOR PVC PIPE, V7:d 1) INSTALLED UNDER A BOLT w ' II. AS FOLLOWS: FIRST LOOSEN 4.N CONCRETE COLLAR w FINAL BACKFILL BOLT THEN STRIP 3" MIN.: PUT WIRE UNDER BOLT(�}VARIES M II ! WRAP ONCE AROUND TWIST, 2WRAPS. BOLT; (SEE DETAIL ABOVE)EN4" , �a1 Z 10 2 PLAN --TIGHTEN ^ DO T CONTINUOUS #10 THWN ^ LfJ, ���,<������ ����? ttl AFTER BOLT AFTER EN BOLT MULTI STRAND TRACE. ' I 1N2.vMlM III INITIAL BACKFILL WRAPPING TRACE WIRE WIRE MOUNT BRONZE DISC WITHF6" MAX. i - •���4� 4 AROUND THE BOLT.GROUND OR ° """`""" 6n\ t !. VALVE NOMENCLATURE INCULDING SERVICE TYPE������������� 24"PAVEMENT SURFACE z a FINISH III ������������� I (WATER, SEWER, REUSE).VALVE PLAN GRADE E: ����v���������ro-`a ������������� _ : HALF HITCH HALF HITCH ON TYPE CV, GV, BV AND ( ) - - ' BEHIND EACH EACH SIDE OF DIRECTIONS AND NUMBER OF BEDDING BELL ALL VALVES TURNS TO .OPEN HEAVY DUTY C.I. COVER. MARKED III_ut-III II 1-Il_-1Tf-ill-II-III-i, FINISH GRADE POUR CONCRETE � "WATER" 'SEWER" OR "REUSE" ' 6' GATE VALVE 36"X36"X6" z UNDISTURBED 7 �, E/P GRADE AND SHALL HAVE BOLT DOWN I t ' (SEE VA PODNCRETE SOIL •� : 6 MIN : TER BO ". TOP OF PAVEMENT COVER IN TRAFFIC AREAS SETTING DETAIL) NOTES:#10 �IFTS TH DMULTISTRAND . B y 1. BEDDING MATERIAL SHALL BE HAND. PLACED IN 6" AND SHALL CONSIST OF.IN-SITU CONDU s `- 2" PLUG STYLE CURB STOP BOX \\ v GRANULAR MATERIAL OR APPROVAL MATERIAL.. UNSUITABLE IN -SITU MATERIALS SUCH AS DETAIL OF THREE (3) i. WIRE D.C. (2) #3 CLOSED TIEJON - GRADE LOK WHERE APPLICABLE MUCK, DEBRIS AND ROCK SHALL BE REMOVED. ! WIRE SPLICE 2" FROM TOP UNDISTURBED SOIL THE FULLY', BRANCH SPLICE AT ALL HEAVY DUTY C.I. AD ' ELEVATION 6" DUCTILE IRON PIPE 2. PIPE SHALL BE SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE j FIRE HYDRANTS & SERVICE VALVE BOX INSIDE (CONTINUOUS '. COMPACTION UNDER THE PIPE, HAUNCHES. 10 GAGE NOTES: ! i1. TAPS I SQUARE NUTSTRANDED COPPER WIRE t 3.. THE PIPE SHALL BE PLACED IN DRY TRENCH. 1 VALVE BOX SHALLTERMINATING IN CURB STOP BOX HYDRANTS SHALL BE INSTALLED PLUMB AND TRUE. ! HALF HITCH AT A LL SERVICEI STONE, NOT ON VAIN PAD4.. BACKFILL SHALL. BE DONE WITH APPROVED MATERIA ; GLEAN AND FREE OF RACKS, MUCKFITTINGSC TAPS & EACH END OF .ALL. 2' VALVES SHALL BE PLACEDADJACENT TO MAIN ANDTIED TO TEE. AND OTHER MECHANICAL.TAMPERSTO DELETERIOUS MATTER AND COMPACTED B 100% MAXIMUM DENSI NEATHTHE.HAUNCHES OFTHE'PIPE' % AS.DETERMINED BY AASHTO T-99. CUTAWAY DETAIL OFUSING PAT F OM C ED DOT N STONE (6" MIN DEP # 3. .. PUMPER NOZZLE SHALL FACE STREET. s TWO (2) WIRE SPLICE :. 4 i !I I ! I J I: r b N; ul R s CI s ? 5. BACKFILL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT 3 APPROVED MECHANICAL j 4. ALL HYDRANTS SHALL BE CONNECTED TO THE MAIN WITH RESTRAINED TEE. J ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM. DEN ITY AS DETERMINED BY AASHTO ; - JOINT VALVE NO € S: i TET-99. 5. HYDRANTS SHALL NOT BE PLACED IN SIDEWALK, ROADWAYS OR BIKEPATHS. ELEVATION 1. THE DATA IN. THE ABOVE TABLE ARE BASED UPON THE FOLLOWING INSTALLATION CONDITIONS: 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING NOTES SOIL TEST PRESSURE - DEPTH OF BURY 150 PSI U3 6. ALL PIPE AND FITTINGS SHALL BE RESTRAINED. BACKFILL - - SHALL BE COMPACTED IN 6 INCH .LAYERS AND COMPACTEDTO 98% MAXIMUM DENSITY NOTES: ' 1. WHEN TOP OF OPERATING NUT IS DEEPER. THAN 42", A STAINLESS STEEL EXTENSION WILL TRENCH TYPE-3 SAFETY FACTOR- 1.5 (4"-8": 2.5 ,. 10 AND LARGER: 3') 7. HYDRANT BARREL COLOR TO BE RED. AS DETERMINED BY AASHTO T-180 I BE REQUIRED TO BRING OPERATING NUT 12 BELOW. FINISHED. GRADE. A STAINLESS STEEL .VERTICAL OFFSET-3' 1. TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY DISTRICT AND THEALSO CENTERING PLATE, T0: THE EXTENSION, IS REQUIRED.MINIMUM PIPE LENGTH ALONG TEE RUN-5' t 8. THE CONNECTOR PIPE SHALL BE CEMENT LINED DUCTILE IRON, 'CLASS 350, B. WHERE NO„ PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING 2. ': THE RESTRAINED PIPE LENGTHS. APPLY TO DUCTILE IRON AND PVC PIPE, , ENGINEER, SHOWN STANDARD DETAILS. � 2. COVER .SHALL BE PAINTED FEDERAL SAFETY BLUE FOR WATER MAINS, GREEN -FOR SEWER FILL SHALL BE COMPACTED IN 6 INCH LAYERS 0 A' DENSITY 957 MAXIMUM DENSITY : MAINS AND PURPLE FOR RECLAIMED MAINS 9. HYDRANT EXTENSIONS SHALL NOT BE ALLOWED. AS DETERMINED BY AASHTO T-180. 2. INCLUDE ALL COST. OF MATERIAL & BOR IN PRICE OF PIPE. ` 3. !, ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL BE RESTRAINED. 3. C900 P.V.C. OR D.I.P..RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX AS 1 CONSTRUCTED A RED "OUT. 7. CONTRACTOR SHALL COMPLY TAT A A TRENCH A' REGULATIONS .REQUIRED.. LENGTHS APPLY TO PIPE ON BOTH SIDES OF VALVES AND FITTINOS 0. NEWLY CONS RUCTED FIRE HYDRANTS THROUGHOUT THE PROJECT SHALL HAVE S L COM L WITH ALL STATE AND LbC L REN H SAFETY 9 3. CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE TO TEST 4. ,RESTRAINED PIPE LENG OF SERVICE" DISK (JOSEPH G. POLLARD CO. OR EQUAL) ATTACHED: TO 6" PUMPER DURING START UP IN THE. PRESENCE OF THE DISTRICT. 4. REFLECTIVE PAVEMENT. MARKERS RPM SHALL BE 6" FROM THE EDGE OF PAVEMENT AS PER NOZZLE CAP, DISK TO BE REMOVED AFTER WATER SYSTEM. HAS BEEN APPROVED FOR 8. MINIMUM COVER: UP TO 8 : PIPE IS 30 COVER; 10 TO 12 PIPE 1S 36 COVER; 14 ° 5. ''. ALL CONNECTIONS OF HDPE PIPE T0. PUSH -ON -JOINT PIPE (EG. PVC, DIP., ETC.) _ DOT INSTALLATION SPECIFICATIONS. WATER RPM S "BLUE", SEWER RPM S GREEN AND SERVICE BY THE DISTRICT. AND LARGER PIPE IS 48" COVER. RECLAIMED WATER RPM'S "PURPLE". '.SHALL BE RESTRAINED AS DEAD END. T. LUCIE COUNTY ST. LUCIE COUNTY ST. LUCIE COUNTY ST. LUCIE COUNTY ST. LUCIE COUNTY FIRE HYDRANT TYPICAL TRENCH TRACE WIRE VALVE SETTING RESTRAINED JOINT j WATER & WASTEWATER INSTALLATION DETAIL WATER & WASTEWATER _ WATER & ASTEWATER p WATER & WASTEWATER - WATER & WASTEWATER j - DETAIL CONS DETAIL i CONSTRUCTION bETAIL (GATE VALVE) SCHEDULE I CONSTRUCTION - CONSTRUCTION CONSTRUCTION I STANDARDS ._..................__.............._._._ W._.�__»__ _.._._..,._._.._._ STANDARDS ._._..___........._._.............:.............................._._. _..__-----.._....... ........... ... . STANDARDS .._... ..__ ....€. s AN .y.... �. STANDARDS .........................__..._...._..._......._._._.._..._ STANDAR 1_. STANDARDS _ .. _,..._. ,._ ,_.,...._., p MlE dPPROKD: gUMNB NUMBER W-6 0.0jE MPROVEO ! OR4WIN6 NUMBER. G-S pp1E qPP aN\ED: DRAWINE NUMffR: G-13 $, I j MiE. MPROVED. T3 pMWINC NUMBER: G-16 3 pgDE OPPRU+ED DR4WIHC NUNBER G-9 '}i POLYMER CONCRETE OR FIBER - f A.W.W.A. - RPZ REINFORCED POLYESTER METER BOX METER UNION BACKFLOW PREVENTER WITH 8 OF 3/4 STONE ! VALVE VALVE BLIND FLANGE t ;§ 10' - ROADWAY 10' 1 l w/CORPORATION - R/W LINE AT PROPERTY CORNER LOCKING CORP STOP i ' I SUPPORT WITH 2"X4" STAKE SMOOTH ,NOSED SAMPLE TAP STOP iI a TEST COCK (TYPICAL) PAVING j f 1 FIL SING ASSEMBLY FITTINGS & FOR METER SEE NOTE 7 - r�i 4 COLOR -CODED SERVICE TUBING EQU - IPMENT SHALL BE 2' MAX. ,:.• - ....-... i ' ..,. 1' TO 2"SHALL BE POLYETHYLENE DUAL CHECK VALVE .. ii ROCK BASE..DETAIL „S ,E DETAIL „A„ ��% i ..\ \ \,,! !� i ` POTABLE WATER SUPPLY. : - M 30" TAIL PIECE BALL VALVE (TYPICAL) s F \ r I - FOR FILLING =,, ._.,, ,,I, , , , TRACER WIRE w 3 INSTALLED OFCURBO STOP IN. a i .STEEL CASING PVC VENT - .} S 3 4" MIN. TO 2' MAX. PVC .. .., - 18 18" Y ��, _ :; _ z ,< .>. .�,,:- o $ z,....,,.-.. I_.-. ASSEM ..; t " THROUGH GROUTED END OF WATERMAIN IN. r MIN. ""'�'' "� ' ' ' DOUBLE STRAP TAP , CASING ,. .�-'� SADDLE TAPPED z REDUCED PRESSURE i - WWA THREADS. o : DEVICE q PREVENTION .S ..a .- ASING SPACERS AT 10' MAX '" I r7 ENDS SEALED WITH 12" CENTER -TO CENTER SPACING AND EXIST. OR ALVE #2 i UNION (TYP) SEE NOTE 1 SEE NOTE 1 ! THICK NON- SHRINK WITHIN 24° OF EACH END .,� 1" DIA.. MIN. NEW VALVE #1 DOUBLE STRAP. SADDL N? GROUT PLUG POLYETHYLENE A CORPORATION CORP STOP STOP REQUIRED.-_ EQUIRED. BE SUPPLIED BY ZUCTIL IRON TO EXTEND DUCTILE IRON PIPE WITH RESTRAINED JOINTS TEST; TO VALVE #2 TEST LIMITS CONMETERACTOORTOSEE a0 ONE LENGTH .MINIMUM j , 1 NOTES APPROVED PRODUCT. bIr LIST. 1a CARRIER PIPE SIZE MINIMUM STEEL CASING MINIMUM WALL THICKNESS 4 12" .250 6" 16" .250 8 _1 8" .3125 10" 20" .3125 12" 24" .375 16" 1 30" 1 .500 18" 30" .500 20" 36" ..5625 24" 36" 5625 30" 42" .5625 36" 48" .5625 FITTING TYPE PIPE SIZE ! 4" 6" 8" 10" 12' 16° 20„ 24„ 90' HORIZ. BEND 21 28 37 37 43 55 66 76 45' HORIZ. BEND 9 12 16 16 18 23 28 32' 22.5' HORIZ. BEND 5 6 8 8 9 11 13 15 11.25` HORIZ. BEND 2 3 4 4 5 6 7 8 - 45' VERT. OFFSET UPPER 119 BEND 27 3535 41 53 64 74 LNJ E BBUPPER 6 8 10 12. 14 18 22 25 22.5' VERT. OFFSET BEND g 13 1 17. 17 20. 26 31 36 LOWER BEND 3 4 5 6 7 9 11 12 11.25' VERT OFFSET UPPER BEND 5 7 9 9 10 13 16 18' LOWER BEND 2 2 3 3 4 5 6 6 DEAD END/INLINE VALVE 45 63 83 84 99 127 153 179 ((gg &����� RESTRAINT) 4'X 0 27 - - __ - 6"X o 18 45 - - - - 8"X 0 9 38 64 - - - - TO"X4 1- 12"X o 1 25 53 61 79 - - - 16"X 0 1 9 42 52 72 107 - 20"X 0 1 1 29 42 64 101 133 24"X 0 1 1 15 32 55 95 128 158 `RppGEE RESYRAINT) 6 X o 33 - - - - - - - 8 X d. 60 35 -' - - - - - 12'X 4 1011 85 62 29 - - - - 16'X 0 138 126 109. 75 54 - - 20"X4 171 161 148 113 96' 54 - 24"X 0 201.194 183 146 132 98 54 - 1. BOTH VALVES SHALL BE KEPT CLOSED EXCEPT FOR FILLING FLUSHING AND X R BACTERIOLOGICAL TESTING PURPOSES, NOTES CURB STOP 30" SEE NOTE 4 MINIMUM 24" COOPER 1 �' T. MIN. SERVICE LINES SHALL BE AS FOLLOWS: 1" MINIMUM FOR SINGLE AND DOUBLE L PIECE WATER MAIN CORPOR TIONSTOP . 2. THE DISTRICT SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING. SERVICCESS WHERE SIZE IS 5/8"; 2" MINIMUM FOR SINGLE AND DOUBLE SERVICES DOUBLE STRAP SADDLE 3. AFTER BACTERIOLOGICAL CLEARANCE, SECOND VALVE IS TO BE LEFT OPEN WITHOUT VALVE .METER WHERE METER SIZE IS 1". p { ai g§g I l & BOX. 2. COMPRESSION' FITTINGS SHALL BE SUITABLE FOR TUBING USED AND REQUIRE METAL (S.S.) NOTES• t ! I' £ NOTES: ! 4, PRESSURE TEST PUMP CONNECTS TO SERVICE LINE OR BLOWOFF. NO EXTRA TAPS ARE INSERTS. it 'COPPER/BRASS i - : PERMITTED UNLESS PRECEEDING ARE NOT PRESENT IN TEST SECTION. 1., BOTH RISERS SHALL BE TYPE"K" COPPER TUBING (HARD DRAWN) WITH ]' I 1. SAMPLE POINT SHOULD BE A.SERVICE LINE OR FIRE HYDRANT IF POSSIBLE. a 3. DOUBLE SERVICES REQUIRE U BRANCH WITH ANGLE CURB STOPS. SOLDERFITTINGS AND:ADAPTERS. ONLY LEAD FREE SOLDER: AND FLUX SHALL BE 5. PRESSURE GAUGE TO BE LOCATED IN VICINITY OF TEST PUMP CONNECTION. N PERMITTED. ,t', I.Y: 2. AFTER SAMPLING IS COMPLETED AND APPROVED, S UT OFF CORP. STOP, REMOVE 4. TUBING SHALL BE MARKED WITH SIZE, MANUFACTURERS NAME, WORKING PRESSURE, it TUBING, PLUG. WITH BRASS PLUG AND LOCATE FOR RECORD DRAWINGS. 6. .GAUGE AND RISER TO BE REMOVED AFTER PRESSURE TEST. NATIONAL SANITATION FOUNDATION APPROVAL, A.S.T.M. SPECIFICATION AND PRODUCTION 2.'':. BACKFLOW PREVENTION. DEVICES SHALL BE USC APPROVED SILICONE RUBBER, SEAL I, CODE. TUBING SHALL HAVE AN OUTSIDE DIAMETER EQUIVALENT TO THE OUTER DIAMETER RINGS OR DISKS: ;#'I NOTES: 3. MOUNT METAL OR PLASTIC: TAG INDICATING "SAMPLE!, POINT. - DO NOT TURN OFF 7. REMOVE TEMPORARY CONNECTION AT CORPORATION STOPS AFTER FILLING & FLUSHING OF COPPER TUBING. i iIvry HAS BEEN COMPLETED. 3.BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH STAINLESS 1. CASING SPACER RUNNER HEIGHTS SHALL NOT INTERFERE WITH PIPE JOINT RESTRAINTS. 1 5. SERVICE LOCATOR WIRE SHALL BE LAID IN THE TRENCH WITH ALL SERVICES, CONNECTED STEEL UNISTRUT. RISERS TO BE SECURED TO UNISTRUT WITH 304 STAINLESS STEEL I 8. NEW VALVE MAY BE REMOVED AT DISTRICT'S OPTION. T0. THE MAIN :WIRE AND WRAPPED AROUND THE SERVICE PIPING OR TUBING. WIRE FOR ! MOUNTING HARDWARE AND Y" NEOPRENE INSULATORS BETWEEN ALL DISSIMILAR METLS. I g 2. RETAINER GLANDS ARE REQUIRED SO THE CASING SIZE SHALL BE ADJUSTED ACCORDINGLY. !! POTABLE WATER SHALL BE BLUE IN COLOR. a 9. INJECT CHLORINE ON. PROJECT SIDE OF BACKFLOW PREVENTER.. 4. BACKFLOW DEVICES SHALL BE MINIMUM OF 3' FROM BACK OF CURB AND 3. LOCATOR WIRE .FOR ALL BORE & JACKING AND HORIZONTAL DIRECTIONAL DRILLS SHALL 6. DISTRICT APPROVED METER AND CHECK VALVES SHALL BE FURNISHED BY DEVELOPER SIDEWALKS HAVE 600 LB MIN BREAK LOAD AND BE SUITABLE FOR THE INSTALLATION. SEE THE t 10. CONTRACTOR TO PROVIDE AN RPZ CERTIFICATION (LESS THAN 1YEAR) PRIOR TO AND DELIVERED TO THE DISTRICT'S WAREHOUSE FORSTORAGE AND SUBSEQUENT TECHNICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. INSTALLATION BY THE DISTRICT. INSTALLATION AND CERTIFY THE RPZ EACH ANNIVERSARY DATE OF INSTALLATION WHILE_ - !I ! THE WORK IS ONGOING. rvti I is ST. LUCIE COUNTY JACK AND BORE _ ST. LUCIE COUNTY TEMPORARY SAMPLE ST. LUCIE COUNTY-- DOUBLE VALVE DETAIL AND ST. LUCIE COUNTY SERVICE CONNECTION DETAIL'. S ST. LUCIE COUNTY PRIVATE BACKFLOW!; "P WATER & WASTEWATER CASING INSTALLATION WATER & WASTEWATER WATER WASTEWATER i WATER & WASTEWATER WATER & WASTEWATER, } POINT DETAIL (y9 FILLING FLUSHING CONNECTION 5/8" OR 1" METER DEVICE ! g CONSTRUCTION DETAIL CONSTRUCTION (IN -LINE) ¢ CONSTRUCTION CONSTRUCTION CONSTRUCTION STANDARDS ,» _�„ STANDARDS - A .,,,,»,,,.m.,,_ ;,„„ ...�.,...,,�..._....,..V..V. I W-1 W-19L W-7 W 16 s I Mn APPROVED: I DRAWING NUMBER: G-1 2 M MPRDVEO: CR4WINC NUMBER mx MPR D: d l G NUMBER. DAtE AFPROSEO: gUWINC NUMBER: WtE MPIt(NE➢ DMWINC NUMKR: Ir{rI{ i ,I �I 4F, Yi r �} NOTE: R E v I s 1 o N s - BY DATE FILE REF: FIELD BK./PG. 4400BELLEGR�VEDRIV'E BY DATE UNITED PENTECOSTAL FIRE MINISTRIES 0-24-16 COMPUTER a ri� PHONE 7E, FL. 4981 DESIGNED RML 8 08 14 D 1 LE: NONE Fr. PIERCE, FL. 34981 HORIZ. SCALE: ALL ELEVATIONS REFER TO 1929 N.G.V.D. TO CONVERT y TRINITNr INTERNATIONAL CHURCH VERT. SCALE: NONE TO 1988 N.A.V.D., SUBTRACT 1.475 FEET CALCS. _ eslgn T T � po:225@a l.com I O O r0up LL� en n od225@aol.com DRAWN RML 18-08-14 CHECKED WATER DISTRIBUTION DETAILS ; r JOB No. �, l ENGINEERS; PLANNERS & CONSTRUCTION MANAGERS CHECKED RML g I @ �,II SHEET 6 OF 0 �� bIATE OF FLORIDA CFRTIFICAiEOF AUTHORIZATION NO.38630 APPROVED competent, experienced workmen employed the Contractor in accordance with the highest standards of recognized good practice. oY by 19 . ecog 9 P ..... a. The Contractor shall provide i. , P ®11 labor, materials, connectors, supplies, and equipment and shall all operations necessary for the complete and total PPI eWW Pam++ oP ry P in stallation of all constructi on work shown andror implied on the Drawings, mcludn but not limited to the following; an appliance, P9 r5 Y aPP , material or labor that is necessary's r to Itprops performance or installation, although not specifically mentioned here -in, shall be furnished andt or installed as if called for in detail, without addtbnat cost to the L. t� iv, Owner. __2. The Contractor shall veri all ' � � ' ' � � � � -;. _.. _::- -... ; ty dmerswns and ob andirons nor to submNUn beds and shall n to the Archded a disc ncies an i h \ —. _ _ . , . I P 9 p nY d a anrss ons whit would interfere wrfh the sahsfacto campleiron of the work, as detailed on the drawm s and or fled herein. 3. Drawm re not to be gs a scaled for accum of Iacement or location due to nature of r roductron rocess. Miss led or im r r lacemenis steal ,: cJ P eP P PPI P P I be thelil , _... - �: responsibility of the Contracts to repair. - _ _ ,�e_.,c�� T. ) : � "-- 4. All work shall be of sound construction, consistent write the best bw�ng radices of the individual Trade. 5 .All materials shall be new and unused unless otherwise noted for relocation or installation). All detective materials fumished and/or ins �.. ( ) tailed by the Contactor L W well be removed and replacement at the Contractors expense without delay d the watt. itry Ps"ar .,¢y " I < 6. All 2 , - work and materials orcomply ant utilized on the b shall can I with requirements of the latest edition of the APPR V Vt I. - r arc ayryt/,,yiYet[E// sar �NDm W PY �N 0 ED local Building Cod;, the National I : w - Electrical and/or Plumbing Codes a Fire Protection Association, \ /1WMaea<Wo 4 9 , the National a Protect n Assoc a ion, the Life Safety Code, the Americans with Disabilities Ad FloridaFlonda Access Code and ,. i a 3 eJt i L it alllocatCalesardordinancesasma to portion a o � : :.. ,: _::- .: ,, •.. � c _ .. YePPN any the work. ,. 7. The Contract h >" �or shall remove all debris as N accumulates and shall not allow discarded materials to accumulate. Each sub -Contractor shall be responsible to ,., roe then area of work and k of discarded materials and wade. i Pd Pro W ..\I: 0. /x f«vpprs AIr ds�ar ,/,y 8. Ail necessary inspection certificates, permits and licenses, as maybe required, am ro beat he Cafracto s expense :::: L-� -:I I ,;• ll Hn .i >� - , ;�dtlLaA rt',jy1 S - ' ! - �'' GeT}' .Li4 t�ri4. C' '[PY /e trircKu/1!C"lxJWe7 eNe / 0 . b' 1 is t .; .f.D' OTL . . ' �.=: .. - Q /6 cr PiJ�.4-. 2: pR.. n T n" , - ,.. ., - L'. lddW)F/X7b twWC Pj/vo.�. , , •\ - sruas f sS I✓yrm✓rrfAie. oc " . ', i _. - __._._,>^l� �%. �� . ? �' T :: - __ .. _ _..... _. / @ : ,_ .._ �,(au sit[ •,S,zxW,1eM-,�,c U 1' yrcar✓.47TeJ/Ns/,weneNS- - .: i { t� �:. /. _.. .. i ., - _:. _ /xf�aeucry/atrJen✓ixT��N � �', �ti. a c rty �x+9 .. -uwvr rr d_C_� utZ-Lct�1i s_r� toy✓-� zJ E CI T fL y T i1 .P e w CODE REQUIREMENTS i _ .� -- _. _ t'? 201FBC Q I . _ x 2 �- /JoN t yt- tg _ _. L N �.=n�T�./ye _ ____ __.._. _ I -- -: �1 .�P�tr1 ap (4 _x_7�.t25�-fG_.L�9 x!/_I-xt /.w�uc .7 _ "- X,=J4KW ,Zrf'/i///�'I ✓; -__-. -. Imo+ » G a [rNor./e Bide Classification (3021 :ASSEMBLY, Grou .A-3 (religious) P ?Q; S�f21 E5 PIGTUfl , %{NAW .. lJ 1JG- .1 1t- a 'ifw z" P ( 9 1 k G,>>F .rE�r n+�+n/Noioi>Ja RiskCategom. Public As �} - v -:__- b !, >av ,ras<n`wr segtily,seating<300persons...........11 ouictd c ss To _ a , Design Wind Sneed =Fig 1609A rat 11...........................160 m `L -9 REH.4R llju28a) .�t: - Jvlt stit� uN,T /Ph 544 OT! y/N X W°rd 6' Veklclty Pressure caicula v .:/n/OLI/Y.VTG/sTiA-J--/elrTee ATL ( ted) p /1 rtT- Irtant Use Factor n 1.0 " W N i , ,t 11 :, ye.:nf CS- : : Inte . -�It ey�f 7!/a1 mat Pressure Coefficient: „� - Enclosed Structure _...� . - u i q _) Partially Enclosed 4aN) s ( / ) ASCE _.. »"».„_,_...------------PublicAssemb �.. L/I%Ec s .. �#jI4_.E5 ) ll categoiy. , i i I cL G/ntE s,¢Nc uY q • _ _ _ _ j-,rz�. a 1 1 Wind Protection: ✓ Steel Shutters ImpactHlGlazing fI ; d � — , fret/N/� Parkin utrements: non -fixed sa "' !Xl ut( ;, TOP GoL -;V w I_ , _ ^J � , i --fie ,�-,�?+e•- --!; - _ .,p, - � �` > T \ � t. IX': . es_ — --: \i tt 211,11, ` - -- .. n b2tJm T (L - `i J z I - = SITE PLAN DATA: - - -:. j Legal Descnotiorr- Lots 21 and 22 Btoek 38-IN01AN RIVER ATE ,...` , ,. � x 6w EST S Iv -. a UNIT 4,accordm to Plat e48 f. 7`'114 ��Im-6 .eras S ar$B to _Cz � ,E c' l' g ,:, . page o the I� - P e ou /2 Public Records of 5t. Lucie Xcf ctaLsO!o. J-_ �I C x� s//_r.•/t ydT > ty'Tae'ev) tie Counfy, Florida _ uArlo V%�x L .h %2 T\1.0.T/ I� Address: East Mid .:.S l TYPICAL HANDICAP TOILET REQUIREMENT. (for reference) - 20Y way Road .,(S#.Lucie Cty)"Fort,Pterce, FloridaFidh r a - /:A Accessory Size/Mfar # Note Site %Area: 4 2 c _ 3,5 9 GSF _ (0.99 Aej A hhl 1J Nl o L t[*E -L_u t✓ _Got! zJ MSrrorwJth shelf 4Y32 #0605A-2030 Framed o shell : L . i us:Ei�1E �T �(L: U TS � T- Tr>,) V y' ri[?5 _E.. LA /J r - _ �. .. t Buiidina Area. New „ : I _ �) y ❑ USA s s�/iA�7 volt S 9)__ Vlr/-L.u.�lt_l.I LoIJ LAZ/�Ir' wC85Stru a ............3931GSF -Ry T.�J T < y T / ------ H: 3cfi_UGC e.0,94:U,�t J) /t r- !I TowetD sneer' Z15,: 48 tob 1-'� IT —Q- f1_ (52 5' G.. /49/A s•I uEl o co o /- �P i{o ., ottom - f} I-tT Covered Drop-off ............. SF ; fLE z✓(lfD Oftib Ct 4 S_j_F.... d fE -tE3 : �/..t /N L _ __- I _ _ Soap Dr sneer i10371 40" to bottom P .. 361 G Q _ --_ - - - g T`1' ? _ / 0 45fi t5�. x 3 ,43 _ t91/ �_ os"c s / y P : sP Covered Waikway.........::.. 360GSF E `D _ t IlrlgLop+f� _ -- Tissue!Holder #7402 D ,_ 19" to centerline �i Grab Bar #370.1,-30 34 above E floor Total ,. 4652 GSF 111 R PE p,P_ S %� ,is ?T /' � �Q ' ;. I Grab Bar #3701.42 34 above f, floor Site coverage. 10.7% ', I _ , ,\ Ct ,eIGG : lJp� tG �CecESSrXbG •u�W _ unW. ++ p fl , /T3 Coat hook #0751, 48 above L floor ;.;44 /Z—?%e . 5T P ?a 'plLou llJ /Burrs _ �.7yP� r ADA Room Siguage (nmversa� 60 to centerhne(on wall) .Owner:..: United Pentecostal Fir e Ministries international; Inc. i Mop Rack #8219A 60" above fin flr „food Zone:eXn + If "Ali e i B I& - Lo tt / o &- �_ _ -' a n Q..n .. -rP7- / ,... .:. .y. E.. ._. _ :LII .....� '�.,f _.%O. l�. Fire ExtinaUr¢hor¢_Lar¢on¢ManufactUnna Ca.. Ft. .LaUdxdafe_FlOnda. �..:, EXTINGUISHERS: MP 10, 10#, mufti -purpose, UL rating 4A-806:C _- - _. _ ,. �=�., . � r-.. , >:, mount where indicated on Ian mount units secure a _ �_ . ; • �...:. ( plan) unt ry, square and ,_ v Smoke detectors shall be required m all storage rooms and at R/A ducts ha W ® ®, L�ii t / I. 2. rra. c f ; ,.. �( A Wh� v » /lp FLI 1` D S G x � G __..: tJ tt•t _ ue`_` _ �_ /i1P_tf . /�- _ -. 3. - � 2Q o f tit �� I w L' ® _-•--.P�. v S tJ�"� �// _ __-- _ i v , _ x lJA: ttl ./L _.: I f� �t�1 Q ,alp p ? �( � U -- - _ _ _ -_.__ I _ ti 1 �♦ t1 PAN Irl / /t /J) FRty , - N e c7� . o P i f RP�hj 4 -t I �z":_t '__.4I�7 _2a7P.r.RST_ i I i�; rn l > � i --- a � - ---- —r ��__-_._� ��_ �✓ �..._,-..._ 1Z.te: per'___ �._: p h I . i i Q' I t s, c sJ 5� ! / �' 5P,+STi/�Jc (�/ ,QrJs,,/ 3 /•I p. %� it - - �A S - - tl iYA a 1 0 --Tare t� 7 a9 �s ( _ t ti g 0 _ 5 _ Iy -.. .6 y # �3 �7, tr n #v ` � 0 9 .< i , .a I i I � ,i N _ �'ttr v c,i. I !.� /as/f Q� / Y G r- r �. 9 ? �7 4 08 fib.,. .> l 4 4 La _ f c wnrr w, a �O 0 C 1 rA r \ 0 : )_.76 _. 4 p / �I�Rl c/85.ctic6cGti . : r - / / / - � , � r � 9 3r✓ a s ♦ l 6 r « 11 r U 4 L , \ _ f �h Fo u� , I a � � I Gr9 x' / s 4) o s/Wc s c 0 '� __. _ .. N. 4, w t 2 ( j �`' zspa7tp \ , V Q d .� o > 0 :. L t� w — 6 u 1, Vt 4 a fn / r 1; r d / G . 5 •fit d � cL .:.tl v \ u yr, •, D : :: 4� ...�_ __. 4 i ._ a. u u 1 �2 4N 9 2 aSti�AiR ti i r w of �.r. If• I / .. ti � Df To MI,T U :• _�jZ / .• .. :. _:_ slyT'� .$ / � \t-:�1+1-\Sl.�._ _ j . � :,! l; 111 rbht r 4 •-fi-a--1- �Jye,e v N P Di J \ a / y� F / I /*G t_ h2-- r ... , . i- 1. ., o 7fl.I � , r f it .. � 1 . < G oo , 0 G �L, _ z IzA n /,� % E N 4• h /a. r, Ed s t l� o ,, 0 J//3 C t JAL/ __ _ ( is 7- S [o S � 2 _ - _ „ ., - i 4 3 I � 9 •� D l r , r /7 2Cv b •o: !✓/CLOSE 5 : -- ; I _ _ t;i -i _ , � i e•/nn ) a l L�c'��f2 .SG;�-1,E DUI �• �� fiL c�0 Ids A✓•,1 f11 1 1 � P / XV- :�_ J .::/7EH 4A :LEjVf7 _ 0A6• r-0 � RAI - -:Llf� if T-- _-_ - � _G/is[�EC -LyIC= :- LE�clziTrl _ SAfE cfht,iET�LO .4/fcpe UpGIF*r � brl-eveos/ra /A!V*r4 �p ffE7,a 7� lCv 1,211fl9_ 0 -rod x 1/2 _. _47720:8 1a /q1/4//?'y�PG�.e7op/llds�l/t C3'� 3) /4-/odx/% 1750 _R"-C2 _�_¢,, /223: /393 fax:8 /a, �/Lr:F�1K// i?/L455) y$-.v(FJrfj ��SO ___ _ L3. PG _ G'G" 2.5$ fy. Lna p ;% 4 c axo- / /- of 5 j'c 9-i 4., 3130._ / S7 gr T <t ��j - It 7. ZZ s. �. - r I I T =-p �-i-¢a.- /•�0 85/--/Q'x.2v /2$� 2r ::_. _ ,, I— _�.? �, I 7 z/Aji it 3`�l L t �p -, ZI - 3 I I I I I Lt __ 't/.`l 3 `GfSS6L J^/.aly 5�1�. _� O i - — '----f � o ca✓/J � g ,r W -• b N ` W , ' ' d utE 41� crlA/L - T f T Ild ..9 ! 6t;N `- ii ice GyYP�U_1L./lep_=p /Fl.-.�t'-�-- C �`I *,� i1'• 0 W ' i I I I 1. 1 to � �,I!1 , �-�y-2JD � I ! .. - �Q lo 7 �' a I\NIWylc rj7` �: ca"or«l:_._ j P¢EccsT catila lis/jSC v s�'/ �` U 1W11A1 - Z - ,y. oR� D - J1' r S�K�Ic �0 4% �Ih �, O PLUMBING NOTES: PiSE// s N c\ etle 5 I fo � fG=NJrI� t) -' . . The work shall comply with all Federal, State, countyand Local laws, regulations /2 7I i c/a ja cr/u IT�Pi and Ordinances affecting the Work; to include "The Florida Building Code," ''L I )y g (1t P°►� ` b b - U5E A"ua T corl "The Florida Plumbing Code," and "The Florida Mechanical Code," and all i �C+dtp g1 b 6 b b I 6 b 3 f 7 r'/a) } County and City requirements in force at the time of construction. I �„ 2�Ie149EPf`� �Q t 44, Xy dh' • Make all connections to existing water and sewer utilities as may be required 0 7 sang% • Modify the existing utilities as may be required to make the necessary connection. �s _ I v� L t Lil • Provide all excavation and back filling as required. Lay underground piping _ __ _ _ only on hard tamped, well compacted soil -fill to meet required line support 4� a p a a _ Water piping, fittings, and connections shall be Type "K" copper tubing below . • , A T _ < < s'�?) a,z� i •� n -" . - x z - — grade and Type "L" above grade. PVC approved where allowed by code �(L v. e a i „ ' c • Insulate all hot water piping with ARMAFLEX II I" minimum thickness. • Potable water systems shall be soldered with "NO LEAD" solder 3U - - -- - - 2 2 2 A? 2 2 1, 8 r: -- - a 2 a s a a v H • Clean and flush all piping and fixtures 7t�/ c q .— L2 I aE n _ ,:. _ L • Sterilize all potable water piping systems to meet AW WA C160 54, and flush !�I Sr/S s • Test all s tams test water into to 150 si with valves full o en.E` i t, h �./ , a n c4 P _ =coACt_ ' B3 e/za ED �°� `" /HUH c�ec��C� t RE Test foot d. v Ys + P P g P / � W V piping to 10 foo rhea �JG ° ` . ypri. i /P/)E/C-70gsf Hx r � � � � .)71 I '�8"X14 feecs.�r , c io"F RED o � bLtJ ✓u� — -s �-o" . i �DiP►aXC'eHaa Shur{, � _ _.__ - - co c /AO� +� � 0\2 fxG fa/e arm - I6lxxDj aL7rlh(c// t /j/A aT° 1)2 ro F-9A/`t5 .PLANl 2-h ¢-A � _ Jl� ,r _. /= c'1 " .? O^•/Pl �co�' cohlcE.br G, %iG ppolJ�•l. ts�,L tl/IOd G_6' - S p.oW:i CSd C+4"oe Q pN aEaX) p-Er�4/r•�BE�p 7a�r5� oaa j � �/�GG Jrs/:&' ��ra�/Tja f l G. CN.•(Ef+'ale ly'1 v _—_ _ _--------_ - __ — ^", All 14 t It, I'K -�&' pN 'Rf DECX �y /20.0 MET^ 14- 1 .- \ V W k xIN �� ° v0.�4a.x3S�zTU .r�N©Erve �uuwG e� (7 W� '�•)... Q ,i I : Z0. Ok Y d=ABtzl•�K I �' br,�3 F My M 9-9//!C(p�1o)laAtT pt� -� 5! 7i✓/L/gE/lc% 8 5G4P. c�y�:::C2SooPS[) .. - I vAyQiEs �Sfc� ` pawl w iT 0 J p, Q ; 1 h A7 J a; - o - ss �/2 r' e�soulo-�C r7g- to7at 8XIlG �' wtn h � f: ,,RRrr w �Z J W/$ �LG ��'.. p ¢ n /i., y ( 2, GorJd L�8 �fa SSYQ. \ I v t� N - _. I X4 ubt 6 f - A.%h/ N' y/ T /., �y 4 �XQhR u 2 wmo r�l o $�� W hao7jl N i ( ylb a '( f �, iJiNdG �' h m> - Li e lµp'0W6bL ek xl :II Ni o/ lily' ,jii� ///I I -,"/A pCe0 ($A.0�pJ) �. � gtiw - I U O �' -2_o d j i N4 r T p a Z' `� a i / r p 7 c� y iwo pRH cc/dax 4j4•") y\ vc urn l . y e c _ -;kpa aelapu Ili e%4rf `1 0WP. &TT L-cL4,� 4Ai-/// ec �lg I oy/ o W d./�t L/l �� c f i yP cc�/�n� aET���r�j, A _ L— > fL'1 s c1P fa�'/fs � 3/4t . /, o„ �Q� sae Q — pG tsb�ruD) — �,�A os,"l epv�'T fyveG s�11 ¢, _ �y`,Z T/,t/4�✓ fad �,fs, f,►/¢TF + I . Y �Y -77 le��84P�v k; �a�p " .4-s/ait dJG bb1¢0�c` ltt C eL (uL'3d4) uHAIgjH�Toram, m n 5 ue � � C it oA'S oPf i 9ouNp � � .\ ^ � - - �N 4?/ �y 4 i✓ °t 3' LAv //2`-I V10,1 a v fUFcG � Car Wf IrISuL ryp op") u,Gv/Ll @ f 32" e ., 'y !/gl40L l� i I L�CD.:.. O r I i \ 2 4C //o as o - 2 c a L- sr �X6.6. ba fcce ® ' l I ce/L. , TEs ''Yo I " b o CtD.00j FF #Lt/Y1 ' CE4;-7a i< ,Pad I (/.O/) h z r,cr esaa44 .1qva�T /J pt[t`p :C , � r ��p oa/�/ '/s Fcd.�.✓ � o M71/i/4-LAP : ��.ftj Paw " <f hA]j�/LL ChGta/s I „ (1 j 0 aeLL C.EQ �h ^ I �` fi --k- �' - ---_ _ „ j -i'lta ye/sr-�=S�tJcco � I Loc F/ <rj'P �° 8) � qj j 1 SIVA.� _ � -A--ace 4 e/t si�r7o slyc� 0.5: rxs a�� -G�tJA_ /JASPG-@ v. 6e % .. - . + I—_;y. •.', _� '., --_. _. _..�p�I __ _ 7c, ..'^ ✓�- >i X N 4r._. cc2 cc co F! y sE cd�r lff%zpGas Fol=hoc �! pvpx24 % Sj 5/,✓f/CLEA cEGL - rep coos 63) \ TL7/t :/✓ASK -rye J "1 (2 ctaG jrp i Iw/ iSEV�¢77 l =- ATE c 5C1aC P/�A2/1-1 2 5c U / G 3 'o" - r p,i -- /oa - -I , ' 2/ 4-d5 g0 . Zo.S. Pa 4�rli / - - - _ D%L @ /� Cps �.A � Cf J � lJ� 2 7 .- T � � _ C1_lPActTz_:A55[1L�'fE/.�.!�lilsC� �'S� �` <-- JitJ L v"4 ofr !ha -!� lb 2. 5tr,r1T �4 „ = / o t) 7S o.. 9'9nG�'_ 7 P hP - o3/io/�to,fa / _Cam=r%r1G' /J�" - / r .o rr _ _ /-1 �8_ _ _ Q III Pr2a�ouc7 �P�l2o.v.�t .AFFrna,f/T v_ _ ® � - P� R c SSu E - .0 _ -:- --_-_ _ G 1�esao .::- "- ---- -silo .t'!�i/t...___. t`•l/.�• __� .�/A__-_, , —^._�_ � � I t-,>!2 / .J /4_-rll�yG,L 1/�S hid Af _-_L.-3 -47- ti/ 7 1 CP. 1 ---s/s...y p..-ca-sa�lc��'l4T 7eXTuR { ,Vo-_ {aj _JAd r.na/_ .�._ 4wirr i s t E 7_'-MR_7E �. 18E --cn✓ eo aracK-- i tJu oc c oss `J0- 5' ewr+ar 45 v a :e.: A1. { _ t._bed a/(c6) / f•ET/ %� I I '4;' LECTRICAL EQUIPMENT .: AIC RatLnes IRVcd. l 4/N . Panel Boards - ,tr.V . 22 I{AIG SC Serves � , / w/ 200A ADDS u stream fused switch an P et Amps, S I __ _. - � Breaker Switches -heavy duty) . Class R (200K RNS P � Yur � U \w (TH A20/240/1/60 a Disconnects &Fuses: iTL:Rated / : 20%000 RNS Amps - Class R j ELECiRtGi:C{ADt71LC5: �I J r1 CTr y. U W rc marks all ctrcutts & rovtde a written dtrecto (} Panelboardsl 4 `� ELECTRICAL NOTES L P tYP rti , , • General purpose Gse 3750@ WA ls000 �I c t t Bldg j IJ r 7 -{: __r�-+� cr+ All D�str►button Eamt shall have AIC ratm to wdh W ! / : : F►1 7 _ Q The cone of the works shall Consist of Instalhng an gsI fiances 1800 I , with the Nat'l Electric stand the fault current supplied to the project. Comply • /►NP / Electrical System ►a accordance PP P J I Y DIN- ., 2600 Ott; i and all local codes as apply. with NEC 110.9;110.10 & 110.22 for serves rated Eqmt. ; i Code (NFPA 70), FBC, OSHA, a Dis 1000 Z Groundme shall be m acwrds[► ace w/ NEC, Article 250, the Elea Contractor shall provide & expected to furnish & P a complete stem r MW 31200 �+ cy/l C P f Resistance of 10 Ohms. install all items for a come system as required by � _ �c . 5r: /a / Y) a System shall not exceed 48Hr Dry 4 Q. 3X6 it,9y. ` T 1 ,a 60 Hz UON. Code with all e m went necessa fora ro er install n Sound Equipment (estm) 6900 I CCS A .n 2 �:-A,FF : Sustain Vokaee shall be 1'2D Al 9 P ry P P x. __ c✓ r t 1 TT Iz Gx cT rJ4 5 Exterior outlets to FI Mis mall Appliances . SOW......... s «... 26400 ,ace + t All E ►went shall be new and unused and guaranteed for All Kitchen, Toilet, Bar & e be G type c S L Cam Fs 9`F . TB c . �N r) _ _ S -. !-5 �t P � conductors 00 All Homeruns of100 or over shell be a min, of #10 All ' Water Heaters 2 12@4500 � 9000 I -�• � y t� V h _5 E--t_A•(d � - 1 year from final acceptance, A11 co ors shall be 6 V � (} E } $ ) r - • - d;:, grade an loc ns #12 runs over 200 shall be a min, of #8 copper. : + Parkin Lot pole lights ( 4 4 1500 6000' r(!i 5 t Copper, THWN/THHN blw fin. g d wet PP g P (} i (@ } L - ' codes or the contract Drw s. Provide 125V duplex GFf/WP w/"m use cover outlet • Ground Lights 3 13 1200 3600 Min Gauge, unless modified by g P R (I � } -..,, 30° s. 3z st. all above grade to be EMT. adJacent to each ou of GU and RTU: An outlet &' Total " SOOM VA N i .t7 Sched 40 PVC shall be used Wg. g Sr P _ T ---- - - � � '` ° Balance ALL loads at the end of pro,ect vnth.Lrghts on.. Light fixture is required at each AM location (maz25') I DILI/ Panelboards ,Load Centers Current carrying bars shall be Low Voltage wire for speakers, TV, computers, controls, --- — - --' ` �- — — — `�- ; p . a ; .. ---- '4�: _ _ 15t lOK 300% ' 10000 I _: 1 Et may la abv CI files -use conduit m allwalls. �° f E—ty,P�%A T �/LT fSoyl/EC3_:?b G 6 KA FaK i 3 Copper, breakers & AIC ratings shall be as indicated. c, Y Y g f 40 000 @ 40% 16000 t C krs r Svntchin duty when used All G� Bkrs feed'g Mec6 Egmt shall be HACR type.. . Al rr A shall be rated fo .., Hearing (zi Loi00% t Orion-i.........: az000/ , zoo = ins a m 4 .: •. Provide100Am sendae - _;: a„a.., A _ „ �- 3(nr 19 f � , ---- - _2X4 Pell t-x lGEt ,—r _�.n_�Ez�cvzr_y��uA �vTtT .= fir ��21JT thl ? 7/ 4,X f tAt9P a s Al I �uTLET C? ` �t - - :-( DISGO%d/t%C -mow—vTti� 5 Pik ITT r�t�p�lart Afd ._, �_: _c_ SsE1 4 AF►-. 00 414A rr _ `r 7'_ t v%,aTlcl�7',� U)r _ L7T - r 1�JJA%lx turuRi . C'A6 S6��G7� ' GPI QGiUAiO: //,/7 jlA4Pr eAl - - -- � ° V, TcAP/?- i00 - -- -1�!ALtI .tip E�p _6-c'©4)11c ]'c . j/r%£-cLoc/L pjf<aTa.cELC . __.: 2 x� _� �Li ifs. t >U E - u/zF rl�✓T Ti/' e qr,S�. M=t4 60/4Nr U7' /� 7A5& l /A-/ L97 sr�ITcf% 'pyc Wf /1.. 4.wo T/f/.�N f/-01/a f2rlA Tftr>JN lu �IobA i4i bt5o (fEs,O A✓I 2P040 - GOA 1 '}/dfJE�ul•(S. • 3i t7I9G �1 �'A2 : ru �/crlD r?�.cu 72;FwAtER 41WE &W) 5ttllz PANEL "A" MAWS' X MLO M,E3K .BUS RATING 2e�v A VOLTAGE 1! w , 1 01ilw _MOUNTING _ •„_,� RECESSED X SURFACE NEW X EXIST. CIR NQ C OE9CRIP, ION a W� /p CIR NO. C DESCRIPTION a Q w 1 '54 Aig-4Co 1f*l 2 4o 6 2 34 Al2eo-IPlI2 2 40 8 3 4 5 '/4 AOU AI 2 do C. 6 ;/4 A14U 4-2 '1 Go 4 9 I/a Elea \W /Z 25 to 110 i/L FL.JrC IVA 2 25 to It I CZZ 12 13 jZF�GR l /10 l2 14 t/4, 'IV t2-) I fo Il- ls 1710"VA514ev- I 76 I2 Is. OuTLFiS/E LF I rl- IT PI5po5r:I2- I 'M 12 161 4XYTLets/4a�s t fd (I- le afI GAST'5 1 20 12 20 ot) t $/ I za 17- 21 j'A ilrz- am I to il- 22 MA4 90m I to I't- 23 PASTce15gey I ?o 12- 24 t Q A t M 26 154c-1 I U I% 26 C4 E3 1 I2 67 �`tE2 1 2v IZ 2a Cort�E Ren�n t 40 (� 2Y 4IF1 ciperliT I So ly 1301 0t1U s/ t If 31 -EpILETS G'Pt I Zo I1- 132 33 VCNOAMT I4f5 t OZO I'Z 34 sib! - EXTY I to 1z 36, 5crvvrvice5 i 2u 12 34 Mf 4km I fo t2. 7 VI' - p0L41-r I. to I'L 38 aaEN Liar,G' t ro IZ 38 171, - C-cErz t 20 tl: 40 41 42 NOTES - At Ex'M oaTLE+Ts in be Gil t:��) •r Ala, INTa. aOTLETS W-rt},N O'0I` W^1F - Aft orftt•eTs iN publ°l, AscaSs A21GM ?4I0.4- ft `•Aqz=" FA ViT, 02 cuRcaai-r. NOTES ® ALL SAvc. LC1.'fo (r+1N .NpX COAT. ROaM UNtT 1=&a ptp,114141Q. FO�W fLAQ r-oa 'e(L° 00t a"Tiora