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DRAWINGSS89'24'08"E 154.02' NORTH LINE OF S 1/2 OF N 1/2 OF NW 1/4 OF SW 1/4 OF SECTION 9, TOWNSHIP 45 SOUTH, RANGE 43 EAST 130.67' 1317.09' IDUMPSTER PAD NEW "D" CURB I T O EXISTING PARKING LOT EWAL I I �I� 00000�oo II II \ i M (-- --�--------�Ile �) I iI� D) I [- _I I--=--- I- i i o �� I I I L_� i w 04 o I� �I p ► _� , �� -00 ry 6' CHAIN ( Ililllllllllllliiilillllllillllllillllllllliilillllllllllll \ N I � LINK FENCE \ i l I v, I_j F p \ I 0 z I I — F_ l U- _� t GATE pI I �I i cn -cv Joe 12" p I I � Y � I I - cn I I ce I - 41.48' 7 1 12" ( I I a_ II 0 I I) I�Y (0Lq 12" 12 5' WOOD FENCE 5' WOOD FENCE I I �I cvI AROUND I V 12 12 AROUND:� I Lu CONCRETE PAD f� <,° CONCRETE PAD I w �I n }. 6„ WITH EQUIPMENT i- 25V) 17A S.83 I �I I GRAPHIC SCALE 0 30 45 60 SCALE:1 "=30' LOCATION MAP N.T.S. I _ _� 5 WOOD. FENCE i n AROUND c° 86.79' 12"-- -- 395.56' l _ z CONCRETE PAD 12"' 10" ( I �/ I I ti 0 o tt d 10—� I cncn co �' 12" /� w Q 3.95 w 4.00 �I O M 7.57' 1 STORY C.B.S. BUILDING � 10" " FINISHED FLOOR ELEVATION=30.25' 7.55'I LT �w 3.95' 4.00' /� I F_ —� �' z / cn Q 1 �14" / � �I I LL - 0 � 6' CHAIN i 10 Ogg I I� �-- — —o-�– LINK FENCE 154.11' ( \p 393.93' z LO LIMITS OF CO CTION = _ — — — 5' WOOD FENCE I \ '�- ow a EXISTING PARKING LOT �I AROUND / I z ---- ------__ c; CONCRETE PAD / I �� O _ –Z / I J LO N01 *53'47"E _ =I== =__� -- -- Q 10.00 SO1/2� w a; I SOUTH LINE OF S OF N OF \NW OF SW J� 154.11' �OF SECTION 9, TOWNSHIP 45 _SOUTH, RANGE 43 EAST DESCRIPTION: 111111 THE SOUTH HALF (1/2) OF THE NORTH HALF (1/2) OF THE NORTHWEST ONE–QUARTER (1/4) OF THE SOUTHWEST ONE QUARTER �M (1/4) OF SECTION 9, TOWNSHIP 45 SOUTH, RANGE 43 EAST LESS THE o SOUTH 10 FEET OF THE WEST HALF (1/2) AND THE WEST 40 FEET FOR 0) c� HIGH RIDGE ROAD RIGHT–OF–WAY. O� 00 N SURVEYOR'S NOTES 8 � 2 N 21=m 1. THE SURVEY DEPICTED HEREON IS CLASSIFIED AS A CONSTRUCTION \QU i� d3v LAYOUT SURVEY AS DEFINED IN CHAPTER 5J -17.050(10)(d), FLORIDA _ — — — — ADMINISTRATIVE CODE. rn�o 2. BEARINGS SHOWN HEREON ARE BASED ON A CALCULATED BEARING OF W N01'57'12"E ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF THE N SOUTHWEST 1/4 OF SECTION 9, TOWNSHIP 45 SOUTH, RANGE 43 EAST, �– PALM BEACH COUNTY, FLORIDA, AND ALL OTHER BEARINGS ARE RELATIVE THERETO. C �c o i W �– 3. ENGENUITY GROUP, INC. AND THE CERTIFYING SURVEYOR ACCEPT NO z RESPONSIBILITY FOR RIGHT–OF–WAYS, EASEMENTS RESTRICTIONS OR 75 �EW OTHER MATTERS AFFECTING TITLE TO THE LANDS SURVEYED OTHER THAN THOSE RECITED IN THE CURRENT DEED AND/OR OTHER INSTRUMENT OF r oir RECORD FURNISHED BY THE CLIENT. I _ _� 5 WOOD. FENCE i n AROUND c° 86.79' 12"-- -- 395.56' l _ z CONCRETE PAD 12"' 10" ( I �/ I I ti 0 o tt d 10—� I cncn co �' 12" /� w Q 3.95 w 4.00 �I O M 7.57' 1 STORY C.B.S. BUILDING � 10" " FINISHED FLOOR ELEVATION=30.25' 7.55'I LT �w 3.95' 4.00' /� I F_ —� �' z / cn Q 1 �14" / � �I I LL - 0 � 6' CHAIN i 10 Ogg I I� �-- — —o-�– LINK FENCE 154.11' ( \p 393.93' z LO LIMITS OF CO CTION = _ — — — 5' WOOD FENCE I \ '�- ow a EXISTING PARKING LOT �I AROUND / I z ---- ------__ c; CONCRETE PAD / I �� O _ –Z / I J LO N01 *53'47"E _ =I== =__� -- -- Q 10.00 SO1/2� w a; I SOUTH LINE OF S OF N OF \NW OF SW J� 154.11' �OF SECTION 9, TOWNSHIP 45 _SOUTH, RANGE 43 EAST LEGEND: 4. THE DESCRIPTION AND BOUNDARY SHOWN HEREON ARE BASED ON THE INFORMATION SHOWN ON THE PALM BEACH COUNTY PROPERTY APPRAISERS WEBSITE AS BEING THE LEGAL DESCRIPTION FOR THE SUBJECT PROPERTY. 5. ELEVATIONS ARE NOT SHOWN ON THIS SURVEY PER THE REQUEST OF THE CLIENT. FOR ELEVATIONS, REFERENCE THERECORDDRAWINGS AS PREPARED BY ENGENUITY GROUP, INC. UNDER JOB NUMBER 15151.01. 6. UNDER GROUND UTILITIES WERE NOT SEARCHED FOR OR LOCATED BY ENGENUITY GROUP, INC. 7. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. OTHERWISE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. 8. LAST DATE OF FIELD SURVEY: JULY 20, 2016. 9. ALL DISTANCES SHOWN HEREON ARE IN U.S. FEET AND DECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED. 10. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES AND RENDERS THIS SURVEY INVALID. 11. HORIZONTAL LOCATIONS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, TRANSVERSE MERCATOR PROJECTION, EAST ZONE, NORTH AMERICAN DATUM OF 1983, NATIONAL SPATIAL REFERENCE SYSTEM NATIONAL READJUSTMENT OF 2007, NAD83 (NSRS2007). 12. ACCURACY STATEMENT: A FIELD SURVEY WAS PERFORMED IN ACCORDANCE WITH CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATE STATUTES FOR CONSTRUCTION LAYOUT SURVEYS. THE ACCURACY OF CONTROL DATA WAS VERIFIED BY REDUNDANT MEASUREMENTS OF TRAVERSE CLOSURES AND EXCEEDS COMMERCIAL/HIGH RISK: LINEAR: 1 FOOT IN 10,000 FEET. 13. THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1/360 OR SMALLER. 14. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. 15. THE SYMBOLS ARE NOT AT THE SAME SCALE AS THE DRAWING IN ORDER TO SHOW GREATER DETAIL. 16. ALL PARCEL BOUNDARY DISTANCES AND BEARINGS SHOWN HEREON ARE CALCULATED UNLESS SHOWN OTHERWISE. 17. EXISTING FEATURES ARE SHOWN FOR REFERENCE PURPOSES ONLY AND WERE OBTAINED FROM THE DESIGN FILES RECEIVED BY ENGENUITY GROUP, INC. FROM THE CLIENT. 18. ALL ITEMS SHOWN IN THE LEGEND ARE FROM FIELD LOCATIONS, DESIGN FILE FEATURES ARE NOT SHOWN IN THE LEGEND. YARD DRAIN IRRIGATION CONTROL VALVE -�—� WOOD FENCE �--0-- CHAIN LINK FENCE .j CONCRETE 7 c SANITARY VALVE ; KEVIN�"M'--- BECK; P 5"M.PALM TREE AND SIZE PROSSl0�1ACS RVEYOR AND MAPPER STATE OF FLOR.113A` LICENSE NO. LS6168 STATE OF FLORIDA L.B.# 6603 111111 LO �M o rn 0 00 8 � 2 N 21=m USO \QU i� d3v 41' .- rn�o auj (3) R �W r c� C �c o i W 0)1w W (Diz 75 �EW ov r oir J � W `n o r rn \ i 0 0 U o p \ M LO L M L) II u .L I o \ 0 J O W w J � I J U li o � � \ o a � \ I \ I \ I \ \ I \ I \ I \ I \ \ I LEGEND: 4. THE DESCRIPTION AND BOUNDARY SHOWN HEREON ARE BASED ON THE INFORMATION SHOWN ON THE PALM BEACH COUNTY PROPERTY APPRAISERS WEBSITE AS BEING THE LEGAL DESCRIPTION FOR THE SUBJECT PROPERTY. 5. ELEVATIONS ARE NOT SHOWN ON THIS SURVEY PER THE REQUEST OF THE CLIENT. FOR ELEVATIONS, REFERENCE THERECORDDRAWINGS AS PREPARED BY ENGENUITY GROUP, INC. UNDER JOB NUMBER 15151.01. 6. UNDER GROUND UTILITIES WERE NOT SEARCHED FOR OR LOCATED BY ENGENUITY GROUP, INC. 7. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. OTHERWISE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. 8. LAST DATE OF FIELD SURVEY: JULY 20, 2016. 9. ALL DISTANCES SHOWN HEREON ARE IN U.S. FEET AND DECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED. 10. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES AND RENDERS THIS SURVEY INVALID. 11. HORIZONTAL LOCATIONS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, TRANSVERSE MERCATOR PROJECTION, EAST ZONE, NORTH AMERICAN DATUM OF 1983, NATIONAL SPATIAL REFERENCE SYSTEM NATIONAL READJUSTMENT OF 2007, NAD83 (NSRS2007). 12. ACCURACY STATEMENT: A FIELD SURVEY WAS PERFORMED IN ACCORDANCE WITH CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATE STATUTES FOR CONSTRUCTION LAYOUT SURVEYS. THE ACCURACY OF CONTROL DATA WAS VERIFIED BY REDUNDANT MEASUREMENTS OF TRAVERSE CLOSURES AND EXCEEDS COMMERCIAL/HIGH RISK: LINEAR: 1 FOOT IN 10,000 FEET. 13. THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1/360 OR SMALLER. 14. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. 15. THE SYMBOLS ARE NOT AT THE SAME SCALE AS THE DRAWING IN ORDER TO SHOW GREATER DETAIL. 16. ALL PARCEL BOUNDARY DISTANCES AND BEARINGS SHOWN HEREON ARE CALCULATED UNLESS SHOWN OTHERWISE. 17. EXISTING FEATURES ARE SHOWN FOR REFERENCE PURPOSES ONLY AND WERE OBTAINED FROM THE DESIGN FILES RECEIVED BY ENGENUITY GROUP, INC. FROM THE CLIENT. 18. ALL ITEMS SHOWN IN THE LEGEND ARE FROM FIELD LOCATIONS, DESIGN FILE FEATURES ARE NOT SHOWN IN THE LEGEND. YARD DRAIN IRRIGATION CONTROL VALVE -�—� WOOD FENCE �--0-- CHAIN LINK FENCE .j CONCRETE 7 c SANITARY VALVE ; KEVIN�"M'--- BECK; P 5"M.PALM TREE AND SIZE PROSSl0�1ACS RVEYOR AND MAPPER STATE OF FLOR.113A` LICENSE NO. LS6168 STATE OF FLORIDA L.B.# 6603 0 �0-0 m m U p C9Cu — W CL z % W N > � — W � �a.<cn =��oW zW(D Q 5 0 N M 0-zZ� NNW WI0L oWoKo�m�W J O O C.0 U Q M O M Z 0� J Q W LL � 0 Q Z W U=m =0z 1 O O�z Lu 0 m Q w J Q z Q 111111 LO �M o rn 0 00 8 � 2 N 21=m USO \QU i� d3v 41' .- rn�o auj (3) R �W r c� C �c o i W 0)1w W (Diz 75 �EW ov r oir J � W `n o r rn i 0 0 U o p \ M LO L M L) II u .L y o 0 J O W w J � J U li o � � y W o a � 0 �0-0 m m U p C9Cu — W CL z % W N > � — W � �a.<cn =��oW zW(D Q 5 0 N M 0-zZ� NNW WI0L oWoKo�m�W J O O C.0 U Q M O M Z 0� J Q W LL � 0 Q Z W U=m =0z 1 O O�z Lu 0 m Q w J Q z Q d LO �M o rn 0 00 8 � 2 N 21=m USO \QU i� d3v 41' .- rn�o auj (3) R �W r c� C �c o i W 0)1w W (Diz 75 �EW ov r oir J � W `n o r rn i 0 0 U o p \ M LO L M L) II u .L y o 0 J O W w J � J U li o � � y W o a � SURVEYOR'S NOTES 1. THE SURVEY DEPICTED HEREON IS CLASSIFIED AS A RECORD SURVEY AS DEFINED IN CHAPTER 5J -17.050(10)(i), FLORIDA ADMINISTRATIVE CODE. 2. ENGENUITY GROUP, INC. AND THE CERTIFYING SURVEYOR ACCEPT NO RESPONSIBILITY FOR RIGHT—OF—WAYS, EASEMENTS RESTRICTIONS OR OTHER MATTERS AFFECTING TITLE TO THE LANDS SURVEYED OTHER THAN THOSE RECITED IN THE CURRENT DEED AND/OR OTHER INSTRUMENT OF RECORD FURNISHED BY THE CLIENT. J. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. OTHERWISE THIS MAP IS FOR . INFORMATIONAL PURPOSES ONLY. 4. LAST DATE OF FIELD SURVEY JULY 20, 2016. 5. ALL DISTANCES SHOWN HEREON ARE IN U.S. FEET AND DECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED. 6. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1,929 (NGVD 1929) AND REFERENCE A SET OF PLANS T1 TLED "LAKE WORTH CHRISTIAN SCHOOL ELEMENTARY EXPANSION PHASE I" BY MICHAEL B. SCHORAH & ASSOCIATES INC UNDER JOB NUMBER 1667 AND DATED JUNE 2015. ELEVATIONS ARE BASED OFF OF THE EXISTING FINISHED FLOOR ELEVATION OF 31.40 FEET. 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. S. THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1/240 OR SMALLER. 9. THE SYMBOLS SHOWN IN THE LEGEND ARE NOT AT THE SAME SCALE AS THE DRAWING IN ORDER TO SHOW GREATER DETAIL. 10. THIS RECORD SURVEY IS OF SHEETS Cl AND C2 OF A SET OF DRAWINGS TITLED "LAKE WORTH CHRISTIAN SCHOOL ELEMENTARY EXPANSION PHASE 1" PREPARED BY MICHAEL B. SCHORAH AND ASSOCIATES, INC DA TED SEPTEMBER 16, 2015. RECORD DRAWING RECORD DRAWING REVISIUN5 SURVEYORS LEGEND TON 4 ADDED PGD RECORD DATA JCM 07-21-2016 3 ADDRESS COMMENT'S JCM 07-08-2016 2 ADDED WATER RECORD DATA KL 05-17-2016 FIRE DEPARTMENT CONNECT 1 ADDED SANITARY RECORD DATA JCM 05-09-2016 BFP NO. I REVISION BY DATE RECORD DRAWING REVISIUN5 SURVEYORS LEGEND TON TOP OF NUT GV GATE VALVE VERT VERTICAL RED REDUCER FDC FIRE DEPARTMENT CONNECT WV WATER VALVE HOR HORIZONTAL BFP BACK FLOW PREVENTER P.E POLYLINE C.O. CLEAN OUT FH FIRE HYDRANT WM WATERMAIN BOP BOTTOM OF PIPE SEC.9 TWP.45 RNG.43 LOCATION MAP N6 -" =ER 6- "W LIN, P.S M. PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA LICENSE NO. 6667 N.T.S. KEY MAP Q 11-06-15: REV. PER B. B. BLDG. DEPT. 010-08-15: REV. PER B.B.LITIL. 9-16-15: INITIAL PERMIT SET. INDEX TO DRAWINGS CO OVER SHEET AND INDEX SHEET Cl PAVING AND DRAINAGE PLAN C2 WATER AND SANITARY PLAN C34 WATER AND SANITARY DETAILS C5 PAVING AND DRAINAGE DETAILS TOTAL REQUIRED OFF-STREET PARKING SPACES 1989 DEVELOPERS AGREEMENT EXISTING ELEMENTARY SCHOOL MAINTENANCE BUILDING PROPOSED ECDC (1 SP. PER 300 S.F.) PROPOSED ELEMENTARY SCHOOL (1 SP. PER 500 S.F.) *PROPOSED GENERAL USE BUILDING (ACCESSORY USE) TOTAL PROVIDED OFF-STREET PARKING SPACES TOTAL EXISTING SPACES PROVIDED TOTAL PROPOSED SPACES PROVIDED TOTAL REQUIRED HANDICAP PARKING SPACES TOTAL PROVIDED HANDICAP PARKING SPACES MICHAEL J. LACOURSIERE, P.E. FLORIDA REGISTRATION #41071 FOR MICHAEL B. SCHORAH AND ASSOCIATES, INC. DAIM: 133 SP. 75 SP. 22 SP. 3 SP. 16 SP. 17 SP. 0 SP. 190 SP. 189 SP. 1 SP. 6 SP. 10 SP. DEVELOPMENT PLANS MICHAEL B. SCHORAH & ASSOCIATES, INC. ENGINEERS ♦ SURVEYORS ♦ DEVELOPMENT CONSULTANTS TEL. (561) 968-0080 EB# 2438 FAX. (561) 642-9726 LB# 2438 www.schorah.com 1850 FOREST HILL BLVD., SUITE 206 WEST PALM BEACH, FLORIDA 33406 JOB NO. 1667 SHEET NO. CO � III III I II I I I 111 III / I F1 it � 1� III III 11 I / -a 1 11 EXIST I I III III / v I EXIST III III BUILDING EXIST I COURT I i III III 1 II F.F.E. = 31.40 PLAYGROUND I Iii I ►I I III I� DETAIL A S-1 YD i i II i i II 29.94 11 III Iii III z' II r 27.09 I 11 III MA 1 s� II EXIa .0 MEET EXIST. SIDEWALK II III II BNV-1 - -I� a 77 ' HANDICAP SIGN 0i4 1 TYPE'b' a AND LOGO a CURB ll �u II I I 100' - 12" HDPE @ 0.58% ° 5'oa.. a 11 III 'I 63' - 12" HDP @ 0.33% 1129' - 0" HD E_ - - Ji . -�� 29.25 29.2 I I II @ 0,52% - PLAYGROUND:Itt El {� z Q 29.78 ®® II II II / •� '' '� '�' • a INTERIM PHASE ONE MEET EXIST. SIDEWALK II �zil� II SIDEWALK a II a NO PARKING ' II 31W S-2 YD ° .: : ... I I II ° FIRE LANE °� I S-3 YD 29.49 3 .02 :.... .,..: •.4 •° • 29 18" X 24" II II 29.84 26.51 ° 1 I - - 12, ( A S T ) I I I I s-4 YD 26.28 49 I I I--- U -E' SEE FIRE LANE I 29.14 26' 30.13 II MARKINGS II 24.09 I I I ( I U B DETAIL, I 3.94 30.24 ° ° a 30.04 ( I 1 I I I( SHEET C-5 11 I1 B II 11 3:95 II I ELEMENTARY i i i i I I II 1 100 12 II I " SCHOOL 29.85 1 II II 100' - 12" HDPE EXPANSION I I I I I I I II @ 0.66% 29.85 I I I II BN`d 29.70 13,087 S.F. I I F- - -1- II (PHASE 1) 29.85 1 1 1 I 1 1 II -" I I B A A it B 30.25 ► I i I 11 =EXIST. - 1 II I I I I I- - 17- 2548 - I I II 2� 5 48 j 1 n 11 I I S-5 YD I I I I i I I II UNABLE TO f-1 I 26.89 19.98 ALCULATE II CORE 2' 12" HDPE \ I 23.29 I I I I I 1 1 II 0.67% I I I r-__�- ► I n it MANHOLE @ I 22.52 SEALED t I I I I I SHUT II I I I it I iU II NV II 11 PROPOSED PAVEMENT II I II RESTORATION I! EXIS ` ROAD I A ( I I I I I II II- � I 1- II 1 it I I I I I I II II I I I ! I i II I I At 29.85 1 I 29.62 30.24 SEE ARCHITECTURAL DRAWINGS FOR 1 I - - 1 II I 29.18 I I r T i i II 29.85 MECHANICAL ENCLOSURES/SLABS (TYP.) l i w l 11 29.85 I I I I I I I I MA' X � 1 5' F.F.E. = 30.25 29.75 1 2% SECTION A -A N.T.S. VARIES 29.65 SLOPE TO MEET EXISTING DO NOT EXCEED 4:1 (H:V) - (TYP.) - - - EXIST. CURB AND GRADE 1 REMOVE EXISTING TYPE D CURB AND SIDEWALK CONSTRUCT HANDICAP PARKING SPACE (SEE PAVING SPECIFICTIONS) FINISHED PAVEMENT SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION. SEE ASPHALT JOINT DETAIL (SHEET C5) EXISTING DRIVE ■ 1 1 1 1 1 1 1 2' DETECTABLE WARNING 2 1 1 X I) �I��I 25.14 ®®®® -� 1 I I II EXISTING 2 25.00 23.08 I I I II 1 w l l z�I NV I o II , 30.07 1 01 11 �1 PROPOSED 5' CONC. SIDEWALK @o (DO NOT EXCEED 4.99%) i 1 I I I I II 27.97 4.89% I il 14t I II � o.no 11 wi II 29.44 MEET EXISTING 1 1 w II II I _ I1 II SIDEWALK a rli II 29.40 29.05 29.00I I I I I 0-1 w L- IZII II E II vb'�---1 ►I N II I II I I I�I II II 1co 1 II �j-ry��1XIA II N \ iwi�ir' II N \ \ �� \ I I I 1 I u II \ \F+ \ I 1---- I \c�, j -Z- - - L �iO ti - --- to Ic OCD ----------- N -- - - - - - r --- --------__ -- ,-------------------- ----- �� I - - - - - - - - - - \ EXIST. SIDEWALK \ / I T _ J //DETE i TRANSITION I - J T�J-BLE --�--- t I I �� \ \\ I�\ I I I I i II II I_I II II r ►I II �� WI RNING I ( l� ��i I �� ,3' TRANSITION R4' 0 ____ \ _ FUTURE I � EXIST � � 1=) REMOVE 22LF EXISTINGJCI�RB 1o.AAtl L - - - � Ivo i1I II\�\ PARKING G AREI AATHLETIC yl EXIST. D -RA -IN -AG -E I P -IP -E (�--� I1 11t►_==-�-11� -/%-1�i -I ---I --I ---I --/ i-- -I - /-- > ADDITIONAL PAVING COMPLEX I / �* ` � 19 .2 SEE ASPHALT JOINT DETAIL (SHEET C5)MATCH Y /- --7 EXISTING G DE L J II I I i II 1i I =1 (( I I I I i i I I I LO) F LIII� i t II iL--11 � I _1® I®1® ®�_ �JI_�1JI_� V \ / a� o \ /---------- -I r------------- ----- ----- -- �- - - - - - EXIST. SIDEWALK I � I Lam/ co 1 I I FUTURE ATHLETIC COMPLEX E m ca / CL r l- - - - - - - - - - - L -J SAWCUT EXIST. TYPE 'D' CURB AND INSTALL T TRANSITION MATCH EXISTING CURB 11 DUMPSTER ENCLOSURE W/ GATES SURVEYORS LEGEND TON TOP OF NUT GV GATE VALVE VERT VERTICAL RED REDUCER FDC FIRE DEPARTMENT CONNECT WV. WATER VALVE 1 HOR HORIZONTAL 1 BFP BACK FLOW PREVENTER P.E. POLYLINE C.O. CLEAN OUT F.H FIRE HYDRANT W.M WATERMAIN MATCH EXISTING CURB 11 DUMPSTER ENCLOSURE W/ GATES (SEE ARCHITECTURAL PLANS) 1 07-21-2016 3 NOTES: JCM 1. THE PROPOSED FINISH FLOOR 2 ELEVATION 30.25 NGVD IS ABOVE THE EXISTING DUMPSTER HIGHEST 100 -YEAR BASE FLOOD PC ELEVATION APPLICABLE TO THE JCM BUILDING SITE, AS DETERMINED BY THE 1 SFWMD'S SURFACE WATER 1 MANAGEMENT CONSTRUCTION z DEVELOPMENT REGULATIONS. Wa0),>LL > 00 2. THE PROPERTY IS LOCATED IN FLOOD ZONE "C" AS SHOWN ON COMMUNITY PANEL 120192 0195 B, MAP REVISED 1 10/15/82, FLOOD INSURANCE RATE MAP X AS PUBLISHED BY FEMA. 1 J wW�II- 3. THE PROPOSED FINISHED FLOOR WO ELEVATION IS 30.25 NGVD '29. MEET EXISTING BACK OF CURB �1 4 ELEVATION VARIES WITH SECTION B -B N.T.S. DETAIL A SCALE: 1" = 10' F.F.E. = 30.25 EXIT NO. 45 1 RD .�I a I A W N pq r- CIO 1= ix TOM -A- RD ° ce V W W V � T LIV _ OQllz ix PT N RDS L"A COMMERCE RD �� S MINER RD MINE _ NE LOCATION MAP SEC.9 TWP.45 RNG.43 (3 GRAPHIC SCALE 0 10 20 40 60 cf--%cnin (IN FEET) 1 inch = 20 ft. i• ADDED PGD RECORD DATA JCM 07-21-2016 3 ADDRESS COMMENT'S JCM 07-08-2016 2 ADDED WATER RECORD DATA KL S-1 PC STRUCTURE NUMBER, TYPE AND JCM 21 NO. REVISION BY 18.68 z SIZE IF LARGER THAN 4'. Wa0),>LL > 00 J o0)(om= .a mom■ 'r10�-�U GRATE ELEVATION PROJECT �` ��NT'mw o -W J wW�II- m WO 15.07N W� INVERT AND DIRECTION _ ao Q d c� It LL w *k z W AREA I o ui 27.65 FINISHED FLOOR ELEVATION - OZ Q 18.70 SPOT ELEVATION z �W YARD DRAIN �I I W 0 o F w MANHOLE m w a - w �^--►- SLOPE DIRECTION 0 i Nlb* EXISTING ELEVATION ou r PROPOSED CONCRETE SIDEWALK if IL Mw ■ w w ■ .mmmw� -- - - - - - - 4 ADDED PGD RECORD DATA JCM 07-21-2016 3 ADDRESS COMMENT'S JCM 07-08-2016 2 ADDED WATER RECORD DATA KL 05-17-2016 1 ADDED SANITARY RECORD DATA JCM 05-09-2016 NO. REVISION BY DATE Know whars below. 0111 before you dig. www.calisunshine.com X I H ■ H M 0,0 00 Y � N NM W O II Q ww - r 0- W o VW oco ooN;`p0 z �I Wa0),>LL > 00 J o0)(om= .a mom■ 'r10�-�U ��NT'mw o -W J wW�II- m WO W>I-LL W� 904 V) _ ao Q d c� It LL w *k z W IU SLU �> O ui z w o JT - w (� N Y N W Q II z ww - r 0- W o Cf) z 0 u.i 0 0� ui = it ;z Z 0 Z Q �,0z OC O� �w om g�WU X c� 0 UWry p = tea �o ui LL°a o Q OZ Q V z �W W 2Q z 0 W 0 o F w �m a g Z m w a W w th o �a moo JT - w (� N Y N W Q II z z � - r 0- W o Cf) z 0 u.i 0 0� ui = it ;z Z Z Q �,0z OC O� �w om g�WU X 0 UWry p = tea �o ui LL°a o JT - o w z 00 Q U r 0- W W z 0 0 E_ Z Z Q OC CL = X UWry p � � Q OZ Q V z �W W 2Q z 0 W D.. W -j W w JOB NO. 1667 SHEET NO. OF III III x NOTES: i SURVEYORS LEGEND 1. ALL WATER MAIN TO BE D.I.P. CLASS 52 CEMENT LINED UNLESS OTHERWISE 1I I I III III FNOTED. ALL INISHED GRADE. SURE PIPE TO BE INSTALLED AT MIN. 36" COVER FROM / I ( I I TON TOP OF NUT _ I II III III 2. ALL SANITARY TO BE PVC SDR 26 UNLESS NOTED OTHERWISE ON PLAN. I��I I II / / I V I EXIST 1 ii i II 3. ALL GATE VALVES ARE TO BE CONSTRUCTED COMPLETELY IN GRASSED EXIST EXIST I COURT I I III III 1 VERT VERTICAL AREAS UNLESS SHOWN OTHERWISE ON THE PLANS. NO GATE VALVES SHALL / 1 I BUILDING PLAYGROUND I I I it I i I� � p REDUCER BE CONSTRUCTED WITHIN THE SIDEWALK OR CURB. ALL FIRE HYDRANTS SHALL BE CONSTRUCTED COMPLETELY IN GRASSED / / 1 II I I I III I it AREAS AND NO LESS THAN 4' FROM THE DRIVEWAYS. �) I I I III III FIRE DEPARTMENT CONNECT II I 5. ALL WATER MAIN PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT II 11 I III WV WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH L - - - - - - - - - - - - J III I IIWATER VALVE 62-555.320(21)(8)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR TO �� •: III III VN DIFFERENTIATE DRINKING WATER FROM RECLAIMED OR OTHER WATER. j LiIII III HOR HORIZONTAL UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A 'Nb/'� a a I I I CO -EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH II . a a ° i ° I II Fp BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND I! �� . o e a ; I III - ° BACK FLOW PREVE - NTER II II ' a i a °a ° UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES i I I III APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE o I �- - - - - - - - - - - PLA-YGRQ-U-N-D - - - - - - -0 I III P.E POLYETHOLENE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF i III THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90 -DEGREE INTERVALS ° I xl AROUND THE PIPE AND THAT WILL REMAIN INTACT DURING AND AFTER I . a ° m a : _ ° �I III 1 0 CLEAN OUT INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE WATER o MAIN PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE FIRE HYDRANT APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE Ij E L _ _ _ _ _ _ _ _ _ _ _ PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE / / / II WM WATERMAIN APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS DETAIL A I - - r / / / / II 1 ALONG THE TOP OF THE PIPE. ABOVE GROUND WATER MAIN PIPE WILL BE a II II I / II BOP BOTTOM OF PIPE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND x - 3Nd I I 11 I ( r (I PIPE. [FAC 62-555.320(21)(B)31 a a , I o -E II I ° I I I I I II -�- - DOUBLE DETECTOR CHECK VALVB. SANITARY LINES TO BE PRIVATELY OWNED AND MAINTAINED. II 7. SEE FIRE SPRINKLER DESIGN FOR CONSTRUCTION PLAN AND DETAILS. FIRE II II I I I I I I I L� II SPRINKLER SYSTEM TO BE DESIGNED AND INSTALLED BY A LICENSED FIRE SPRINKLER COMPANY.FIRE LINE SHALL BE CLASS 53. EXIST. (� II CONC. I I I I I 1 U II 1 8. WATER SERVICE SHALL BE POLYETHYLENE TUBING SDR 9 COPPER TUBE ELEMENTARY SIDEWALK I _ I II SIZE. II II i - - $ I \�� II 1 9. CAUTION - NOTICE TO CONTRACTOR SCHOOL II (I I II THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR II i EXPANSION II ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON I► it I S.F.3,087 I I I D I I II II II I I I I- - - I I RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE 1 II I (PHASE 1) I ( ( I I I II 1 RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL II �2i I I I - I I I I II I I I I LI THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY II 3 Nb/ II XIST 41 FIRE EXCAVATION OR ORDERING OF MATERIALS TO REQUEST EXACT FIELD II I I I I II LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE - - - - - - - - II II I I I I _ ER' /IC� II CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH II I I II � THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. II II I II I I I I II iEXIST 2" W�T=R 1 II II 1 n II II I I I ISERVICE II 1 II WM v II ° II _ I ,� ° BEND ff-6 SDR -26 @ 3.3 2.7/0 1 1 1� - 1 1 1 1 I I it 6 45 I ?.rKo N:811556.76 II `' (HOR)=26.11 6" PVC WYE=26.02 I i I I E:959335.79 I II N:811633.56 N:811635.59 I I I I II ►_� II N`d 11 E:959514.35 E:959516.90 SERVICE TO FUTURE PHASE 2 1 I 1 1 2I I 1 U I1 1 I 2" WV TON=26.66 EXISTING ELEMENTARY BUILDING II II C.o.1- I 6" 45° BEND C.O.4 1 ( I 1 ( I I ii I N:811552.28 11 I TOP EL. 29.65 " 45 -23.75 TOP EL. 27.50 (± MEET EXIST. GRADE) I I 1- - - (n I ( I „ E:959338.47 o II INV. EL.yy85 ( ) II I EXIST. 8 W.M. FH=31.68 / / 2" P.E=27.23 1 90 BEND II I II 26.30 N:811677.96 INV. EL.?,2-�'f I I I� I I I I II I N:811628.50 23.71 I ( I ( I) N:811550.29 / / N:811553.08 --� - 1 � II I II E:959514.17 E:959530.67 N:811677.87 _ , C.O. 1 I I I I I I II i E:959336 / E:959335.83 I II C.O.2 E:959522.17 II ---- ----- II ) TOP EL. 29.0 (±) (± MEET EXIST. GRADE) TOP EL. 27.00 I I I I I I II 6" WV TON=27.93 II INV. EL. INV. EL. I _ _ 1 I I N:811550.67 / i 11 6" 45° BEND 225 0.29 I I I (1" APPROX. LIMITS I E:959338.44 II __ (HOR)=25.77 N:811635.81 .' �6" SDR -26 @2Aer. N:811741.40 I I L - - ( 1 II PAVEMENT/ RB 1 I II N:811635.36 E:959515.61 8.5 0.5% E:959532.57 I I F �I 6" 22.50 BEND 1 -6 SDR -26 @?..8% I ( I I ° I I ii RESTORATION I , I I E:959530.32 . - N:8115 0.8 6 13.4' 1.9% I .6:..45 BEND I � N:811560.86 I 5• II 138:1 II memo -� I i (HOR)=20.70 I II 1 1 II 3INV I �� AB'' -6" SDR -26 @,.9°lo MIN. .'-6" SDR -26 @A9% MIN. - E:959346.88 MIN. I C -N:811740.53 0 62.1' 4,7% I 1 I I II 1 I I I I I °_ I 6" PVC WYE=25.73 I I I- - E:959533.12 II I II N:811635.76 I I I I I I I II I a E:959530c ° :70 p o . o ° II ° I I 6 PVC WYE '20.61 II L ° p o II I (I C.O.3 6" PVC WYE=23.62 I (� N:811741.08 II l II TOP EL. 29.65 F] II LV II INV. EL35 N:811678.49 III E:959533-85 4" C.0. 525.8 E:959531.48 0-6" SDR -26 @XjwN:81154.70 CO 5 659 38/ I I Wv (VERT)=29.50 N:811559.33 - - - E:959335.74 I I F ✓-1/ II N:811634.50 V� II TOP EL. 27.00 ±MEET EXIST. GRADE} E:959339.58 6"X6" TEE=26.65 I 4-" 90° -BE-ND 11 E:959530.72 5 :.(VERT)=26.5- 9 INV. EL -24125 :81 9E:959339.51 N1556.5 CORE ENTRY 23.27 9-99N:811674.29 C.O.7 6"X2" TAPPING E:533.48 - - -N:811738.67 59531.05 `! \ - E:959618.67 (± MEET EXIST. GRADE) TOP EL. 22.00 1 I I I I I 1 A II 1 SADDLE=26.62 -� ? \ II / �� F - - - INV. EL. i I I - - I_ l� \ \ / / EXIST MH CITY POINT OF SERVICE 7.78 I I 1 I I I I U� II \� EXIST. F.W // �/\ 1 20.48 I N:811739.30 I I I I I II E:959598.41 1 14.62 SE REPLACE EXISTING 5 CONC. I I ~ - `' \ \ v v / \ CORE SIDEWALK AS NECESSARY 3, SDR -26 I t (\ / / / �\ 16.90 W 1 ENTRY LIMITS SHOWN MAY NOT @ Ji FORM REPRESENT ACTUAL AREA TO I I I II INVERT BE DISTURBED --- ��T� 1-}-_EXIST8"W.M.\ _\\/\\ ------- - - - - --------------------�I I I 11 -----------L�----rON ---------- �� --/� /�� \\ \ /---_ -I- I- �/� I i /I OF�SgCATI MPLING �l 0_ 1 \ \ Tel ®T® I SII ®l F_ - _ TATION 7 _ � _EXIST. �H. //) { � _��` I w \ t� ---- EXIST. WATER SERVICE ��\�\ \ \\ I I i -----II--� I_I IL- II < _A<%I ( AVAILABLE FOR FUTURE _ o - ATHLETIC COMPLEX BUILDING �� \\ ��-- EXIST 8"W-:__ ---Z-- FUTURE I I- RELOCA�E EXISTING PERM{�NNT U) ATHLETIC i I � 8 s -� � � fi - - i - - - - I MPL7� SANA,�oN -- COMPLEX --- � �- I I--I_-I- � �---T-------- I _ v I f`-_��\ NEXIST8' I I I II J I --;�-i--------i- t II I I I LI L 11 / NIST. SANITARY SEtVIC T AIALE FdR FUTORE I II -E- I-J� I I F II II �11 HLEtIC COMPLEX IBUILDING i 11 -FII I I II II I I i I II I I I II _T_it x-01®� J� - �� _1® i®1® �L_L=ri�I_�®L®_�®L®� \ cli l J - - Ll ---- � ► cJ I I T I I I rY ,------- LJ I IL 0 FUTURE ATHLETIC COMPLEXLl 7 I I 1 i z / �------ , r--- � I I / TO EXISTING LIFT STATION i N:811552.13 E:959339.52 FDC @ CAP=32.93 N:811548.40 E:959344.38 4" 900 BEND (VERT)=26.74 N:811549.04 / 4" WV TON=27.6 Q / N:81155 .99 E:959339 Q I/ / BFP=31.55 N:811559.66 E:959336.21 E:959344.49 Q Q 4" 900 BEND TOP 6"X4" RED=26.54 (V RT)�1.95 Q� N:811553.36 i / N:811557.45 E:959339.58 / E:959339.41 _j 0 LOCATION MAP SEC.9 TWP.45 RNG.43 0 GRAPHIC SCALE 0 10 20 40 60 PROPOSED 4 450BEND JCM 07-21-2016 3 DUMPSTER (HOR)=26.68 I I / 4" 90° BEND ADDED WATER RECORD DATA ENCLOSURE N:811556.57 I I L - -,I// (VERT)=26.81 I JCM 05-09-2016 E:959351.07 N I ( I J N:811556.53 E:959364.33 I DATE EXISTINGL BOP 4" WM = 26.38 I I T J� o DUMPSTER ENCLOSURE TOP 12" HDPE = 24.88 I I RISER @ CAP=31.02 z CLEARANCE = 1.5 I I I N:811556.74 SEE PLUMBING/FIRE SPRINKLER 1 W0 I E:959364.72 PLANS FOR CONTINUATION �0z U- I DETAIL A 2" WV TON=29.37 lu w it Z 0 W LO U) aD j I N:811558.71 1 Q I I I SCALE• 1" = 5' E:959364.40 (IN FEET) 1 inch = 20 ft. 1" 900 BEND (VERT)=29.30 N:811561.70 E:959335.81 2" P.E=28.90 /- N:811563.67 E:959337.07 2" P.E=28.37 ____N:811564.21 E:959339.23 4" 900 BEND (VERT)=31.92 N:811561.21 E:959339.69 4" 900 BEND (VERT)=26.57 N:811561.47 E:959340.06 2" P.E=27.42 �- N:811563.67 E:959343.90 4"X4" TEE = 26.75 �- N:811561.06 E:959344.91 4" 450 BEND �- (HOR)=26.68 N:811560.86 E:959346.88 BOP 2" WM = 28.05 -'-TOP 12" HDPE = 24.93 CLEARANCE = 3.12 2" 900 BEND (VERT)=29.08 "�- N:811558.71 E:959363.66 * CONTRACTOR SHALL PROVIDE BOLLARDS PER CITY OF BOYNTON BEACH UTILITIES STANDARD DETAIL G-16 IF 5' CLEARANCE FROM RECORD DRAWING HYDRANT TO BACK OF CURB CANNOT BE MAINTAINED. 4 1 ADDED PGD RECORD DATA JCM 07-21-2016 3 ADDRESS COMMENT'S JCM 07-08-2016 2 ADDED WATER RECORD DATA KL 05-17-2016 1 ADDED SANITARY RECORD DATA I JCM 05-09-2016 NO. REVISION I BY I DATE KtUUKU UKAVVII%&� mt:VI11AU1140 Know whafs below. 0111 before you dig. www.calisunshine.com J H U7 CO M O O LU coo N N M W O ov m Q `' /w Z w (� t� W OOONU>O ° Y/I O > ooN� J� o o m= m� ' to z (D m�LO •J - < TW mj XvX w W a H. m W0 W> �LL w2 J W �0z U- t LLI- lu w it Z 0 W LO U) aD j I Q W J Q �Uwv S Q W IQ - J r U7 O N LU N w s Q II z `' z = z W r z Q O U Q o U) 0 ui z Q: Lj = Uw W �0z U- �wcoco cn w 00 I Q W J Q �Uwv Q -»=0 IQ - U) L <W W F- W 'Oz �= Q 0", o so J r O 0� W z _ = Q J z z Q O Q ~ �Q z z Uw W � � Q O IQ - z W o W F- W �= Q 0", J U W J W o JOB NO. 1667_ SHEET NO. C2 OF LOCATION MAP NTS. APPROVAL STAMP COPYRIGHT: 2 0 16 The following drawings are instruments of service to the Landscape Architect. They are not products of design. All ideas, designs, arrangements and plans indicated or represented by this/these drawings are owned by and the property of the designer and were created, evolved and developed foruse on and in connection with this pro ject. None of such ideas, designs, arrangements or plans shalt be used by or disclosed to any person, firm or corporation without the written permission of the Landscape Architect. 3 k z M O D � HIGH RIDGE ROAD O r o V �` o z C o m = V. D = © r r M m D W �` v INTERSTATE 95 APPROVAL STAMP COPYRIGHT: 2 0 16 The following drawings are instruments of service to the Landscape Architect. They are not products of design. All ideas, designs, arrangements and plans indicated or represented by this/these drawings are owned by and the property of the designer and were created, evolved and developed foruse on and in connection with this pro ject. None of such ideas, designs, arrangements or plans shalt be used by or disclosed to any person, firm or corporation without the written permission of the Landscape Architect. DISCLAIMER: 2 0 1 6 Construction, as the term is generally understood, and that DUSTIN MIZELL LANDSCAPE ARCH, does not provide landscape architectural services during construction, including on-site monitoring, site visits, shop drawing review, design clarification, etc., the client agrees to indemnify and hold harmless ENVIRONMENT DESIGN GROUP from any liability arising from, acts or omissions in the performance of said services during construction by the client, and his/her agents, employees, or subcontractors. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-4J2-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. EXISTING DUMPSTER TYP, 143' SETBACK I ii „,rite Plan Lake Worth Chri,5tianjchc:)o1 729,5 High Ridge, Road CD SUBMITTAL 9/16/15. REVISION J&02/29/16 7m7==:m7 boynton Peach, Florida SCALE IN FEET O' 20' 40' 60' _2r_,.Y. UU/7I/1 M. MIMLL, RLQ, #6666784 968 JULIA HEIGHTS DRIVE LANTANA, FLORIDA 33462 DUST I N_M I ZELLoHOTMA I L.COM 561.313.4424 k DISCLAIMER: 2 0 1 6 Construction, as the term is generally understood, and that DUSTIN MIZELL LANDSCAPE ARCH, does not provide landscape architectural services during construction, including on-site monitoring, site visits, shop drawing review, design clarification, etc., the client agrees to indemnify and hold harmless ENVIRONMENT DESIGN GROUP from any liability arising from, acts or omissions in the performance of said services during construction by the client, and his/her agents, employees, or subcontractors. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-4J2-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. EXISTING DUMPSTER TYP, 143' SETBACK I ii „,rite Plan Lake Worth Chri,5tianjchc:)o1 729,5 High Ridge, Road CD SUBMITTAL 9/16/15. REVISION J&02/29/16 7m7==:m7 boynton Peach, Florida SCALE IN FEET O' 20' 40' 60' _2r_,.Y. UU/7I/1 M. MIMLL, RLQ, #6666784 968 JULIA HEIGHTS DRIVE LANTANA, FLORIDA 33462 DUST I N_M I ZELLoHOTMA I L.COM 561.313.4424 r xisting--/'outh buffer (adjacent to new educational bldg.) - fence - retaining wall - hedge - ca no py trees EXISTING FENCE • I 1 I I I I I I I EXISTING LI SPANISH ,b NE# CO C. S EW K I I I I I STOPPER = _ HEDGE WIP NEW U-712,1100 - PLAYGROUND AREA �I • CES _ _2,100 sf. / • CE it I II II ii iiEW NC. SID AL i `� r � CE`" CES 17� -- • I: (\ I I RETAINING WALL )(EXISTING) • I CES I t • \' CESI I LAWN LAWN /� I I I • IC I � I I I I rCESI 1 i • CES ' RELOCATED - t BUTTONWOOD TREES (3) I I t i I I I I I I I CESt I I / � I • 'CES )CO cE I I I EXISTING • RETAINING Q I I I WALL M Will "RELOCATED r 1� i BUTTONWOOD I I I e t I -T� TREE II I It I . (I I I mr:W midr SI EW K i ! t �710, - �� Ili li CES • I IC QV • Existi ng_/'outhwest buffer ' EXISTING (adjacent to new athletic cmplex) 8' HT. SPANISH ' - fenceSTOPPERE I I - retaining wall I HEDG CES SP (5) - hedge 0 -----------• cE 0 I I - canopy trees / palms . I -- I 1 I CE • I I ' t I '— -- — -- _J L--------- --- • I I � I IC - TPEE BUFFED -- EXISTING ------------- AR --- FxISIING CA PALM__ • I-�- I BLEACHERS 18'HT.) B -'-- ---------- ♦ Q UFFER--------- --- / \ CE CE CE I �y BS BS I b _ �s \ -- --I - ---- t ---J i CES • � = I � — I CE��- - - - - - - - - - -� - -------------------------------- => I t • i i = I I CD C0 LBS I I = — W Q I BSI I Li • �- --� 0 0 0 0 0 • • service o e an scape ey are not products of design. All ideas, ARCH, does not provide landscape architectural designs, arrangements and plans indicated services during construction, including on-site or represented by this/these drawings are monitoring, site visits, shop drawing review, owned by and the property ofthe designer, design clarification, etc., the client agrees to and were created, evolved and developed indemnify and hold harmless ENVIRONMENT foruse on and in connection with this DESIGN GROUP from any liability arising from, project. None of such ideas, designs, acts or omissions in the performance of said arrangements or plans shall be used by services during construction by the client, and or disclosed to any person, firm or his/her agents, employees, or subcontractors, r nrnnrn tine without tho written normic cine 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-4,32-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. • SP (6) SP • EXISTING MAINTENANCE BUILDING AND FIELD EQUIP. ±2,327 S.F. • ❑ QV QVI • lywM • �� 1 QV EXISTING 6' HT. SPANISH • QV STOPPER !_ HEDGE RELOCATED BUTTONWOOD TREES (2) • 0/11 QV • i;, I BS • HINZ I CES • f CE Q0 Existing /' Iorth buffer (adjacent to new general use bldg.) - fence - retaining wall hedge - ca n O py trees • "114 CES Existina Veaetation EXISTING To be —Protected 6' HT. QV SPANISH KEY DESCRIPTION STOPPER HEDGE BS BURSERA SIMARUBA • GUMBO LIMBO • • LAWN • • • Qv Qv • W1 I CES C% I BS CE CES CO IC Qv SP CONOCARPUS ERECTUS BUTTONWOOD TREE CONOCARPUS ERECTUS SILVER BUTTONWOOD TREE CORDIA SEBESTENA ORANGE GEIGER TREE ILEX CASSINE DAPOON HOLLY QUERCUS VIRGINIANA LIVE OAK SABAL PALMETTO SABAL PALM EXISTING DUMPSTER Existing vegetation To be Relocated KEY DESCP2I PT I ON • t CE CONOCARPUS ERECTUS BUTTONWOOD TREE LOCATION MAP NTS. 3 z M 0 HIGH RIDGE ROAD 0 0 C 0 O d z 0 3 0 z = a M r 0 M m X � v v 0 INTERSTATE 95 CD • Z r� LJ cn X / w / / I CE FYI I r-' 2016 2 0 1 6 COPYRIGHT: DISCLAIMER: The following drawings are instruments of Construction, as the term is generally t th L d /Architect Th understood and that DUSTIN MIZELL LANDSCAPE service o e an scape ey are not products of design. All ideas, ARCH, does not provide landscape architectural designs, arrangements and plans indicated services during construction, including on-site or represented by this/these drawings are monitoring, site visits, shop drawing review, owned by and the property ofthe designer, design clarification, etc., the client agrees to and were created, evolved and developed indemnify and hold harmless ENVIRONMENT foruse on and in connection with this DESIGN GROUP from any liability arising from, project. None of such ideas, designs, acts or omissions in the performance of said arrangements or plans shall be used by services during construction by the client, and or disclosed to any person, firm or his/her agents, employees, or subcontractors, r nrnnrn tine without tho written normic cine 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-4,32-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. • SP (6) SP • EXISTING MAINTENANCE BUILDING AND FIELD EQUIP. ±2,327 S.F. • ❑ QV QVI • lywM • �� 1 QV EXISTING 6' HT. SPANISH • QV STOPPER !_ HEDGE RELOCATED BUTTONWOOD TREES (2) • 0/11 QV • i;, I BS • HINZ I CES • f CE Q0 Existing /' Iorth buffer (adjacent to new general use bldg.) - fence - retaining wall hedge - ca n O py trees • "114 CES Existina Veaetation EXISTING To be —Protected 6' HT. QV SPANISH KEY DESCRIPTION STOPPER HEDGE BS BURSERA SIMARUBA • GUMBO LIMBO • • LAWN • • • Qv Qv • W1 I CES C% I BS CE CES CO IC Qv SP CONOCARPUS ERECTUS BUTTONWOOD TREE CONOCARPUS ERECTUS SILVER BUTTONWOOD TREE CORDIA SEBESTENA ORANGE GEIGER TREE ILEX CASSINE DAPOON HOLLY QUERCUS VIRGINIANA LIVE OAK SABAL PALMETTO SABAL PALM EXISTING DUMPSTER Existing vegetation To be Relocated KEY DESCP2I PT I ON • t CE CONOCARPUS ERECTUS BUTTONWOOD TREE LOCATION MAP NTS. 3 z M 0 HIGH RIDGE ROAD 0 0 C O d z 0 3 3 D z = a M r 0 M m X � v v INTERSTATE 95 APPROVAL STAMP CES CONOCARPUS ERECTUS DQV7I/1 M. MIZr-LL, RLA #6666784 SILVER BUTTONWOOD TREE 968 JULIA NE I GPTS DRIVE LANTANA, ELOQIDA 33462 DUST I N_M I ZELLONOTMA I L.COM Vegetatiany Inventor 561.313.4424 SP • iiSEA, /,Ction Plan LA -1 vIr , Lake Worth Ghristian,.,/ 'chool ' 729,5 High Ridge, Road CD SUBMITTAL: 9/16/15 A02/29/16 Boynton beach,ric)rida SCALE IN FEET 0' 20' 4.0' 60' COPYRIGHT: 2016 The following drawings are instruments of service to the Landscape Architect. They are not products of design. All ideas, designs, arrangements and plans indicated or represented by this/these drawings are owned by and the property of the designer, and were created, evolved and developed foruse on and in connection with this pro ject. None of such ideas, designs, arrangements or plans shall be used by ordisclosed to any person, firm or corporation without the written permission of the Landscape Architect. DISCLAIMER: 2 0 1 6 Construction, as the tern is generally understood, and that DUSTIN MIZELL LANDSCAPE ARCH. does not provide landscape architectural services during construction, including on-site monitoring, site visits, shop drawing review, design clarification, etc., the client agrees to indemnify and hold harmless ENVIRONMENT DESIGN GROUP from any liability arising from, acts or omissions in the performance of said services during construction by the client, and his/her agents, employees, or subcontractors. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-4J2-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. EXISTING 6' HT. SPANISH STOPPER HEDGE .TED WOOD 2) XISTING 6' HT. SPANISH STOPPER HEDGE DUMPSTER l Planting Material/f'necifications TREES AND PALMS SYM/KEY I PLANT NAME I QTY. SIZE/REMARKS SP A* ADONIDIA ME1212ILLII CHRISTMAS PALM CONOCARPUS ERECTUS GREEN BUTTONWOOD * NATIVE SABAL PALMETTO CABBAGE PALM * NATIVE QUERCUS VIRGINIANA LIVE OAK * NATIVE SHRUBS, GROUNDCOVERS, � VINES II 2 17 1 14'-16'PT. DOUBLE -TRUNK 12' HT. 16'- 24' CT. SLICK TRUNKDS MIX 14' NT. 6' SPD. Q CG CLUSIA GUTTIFERA 255 24" HT. 3 GAL. SMALL LEAF CLUSIA * NATIVE CI C14PYSOBALANUS ICACO 80 24" HT. 3 GAL. COCOPLUM * NATIVE OW FM FICUS MIC120CARPA 100 16" HT. 3 GAL. GREEN ISLAND FICUS O SB SPARTINA BAKERII 140 28" HT. 3 GAL. SAND CORDGRASS * NATIVE NOTE: TREE, PALM, AND SP12UB QUANTITIES EXCEED THE 50% PERCENT NATIVE / LOW WATERING REQUIREMENTS AS DEFINED BY SOUTH FLORIDA WATER MANAGEMENT DISTRICT'S WATERWISE PUBLICATION HIGH ----RIDGE---RnAn --- C U-01 NEW G. ART PUBLIC F 0-0i Art Location Land,5cape Plan Lake Worth Christianjch(z)c31 L�-Z ' 729,5 High Ridge, R(:Dad CD SUBMITTAL 9/16/15 REVISION 11/12/15 ric:)rida 02/29/16 7m%==77oynton beach,SCALE IN FEET O' ZO' 40' 60' UQ/Tlil M. MIZE.LL, RLA #6666784 968 -JULIA HEIGHTS DRIVE LANTANA, FLORIDA 33462 DUST I N_M I ZELLoPOTMA I L.COM 561.313.4424 iOJ16A REGiST TLQN #41071 t tOR t4� 4G iAt�'B -'k- tC7KAN AND . q ASS6rIATES, INC v KEY MAP X !I' Ili I I- - / -- ((tt.�L I >i pqf i EXIST i ! ! ; : II I ; �\ 5' VARIES I �I! z.3 !! BUILDING ! EXIST !lj;' RD i1z -' EXIST ; >=.1".. = 30.25 Q , jj ,i if I F.F.E. = 31.40 I COURT ` ! II ! I (! I 29.75 ° 29.65 SLOPE TO MEET EXISTING �� ! C UNTRY LN € iXp�oy €t i PLAYGROUND ` !' !►I ! !! DONOT EXCEED 4:1 {H:v} - - I' i IN 10 PT N i! fI pp x� DETAIL A s-1 YD ! I x° ; III I !! I� ClE � AYE 29.00 I I I ; I ! j I ` ; 1 ED o RTHUR CT 27.�JOS I! I ! t( SECTIO A -A - F ANIS ,ti I ,� ( I t COMMERCE RD 95 S xpN �- ti� ;'' ° �. MT.s. MINER RD I �N�1 0 _ i r--- MATCH EXIST. CURB AND GRADE MINEK i MEET EXIST. SIDEWALK I NE �i / { i ° s a i HANDICAP SIGN ` �� I TYPE 'b' j I ! REMOVE EXISTING TYPE D CURB AND SIDEWALK I �8 -„ W�l !i rFf 'F!� iQ a 4 a i o{9 I s INDUSTRIAL 41Y ��pj AV fltldld CONSTRUCT HANDICAP PARKING SPACE SEE PAVING SPECIFICTIONS ' >E?z°9� 0'-1 p -_---� ._ ,t ° AND LOGO i --�- a' ktCURB (l ; ( ) tt 3 0.50 t �p x1'°� f� ryg t j X�p�° 60'-12" HDPE @ 0.5010 t ops x� 51, ° ! I ;f �I -- FINISHED PAVEMENT SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION.FIX J� @ JI xv° x"100'-12" HDPE @ 0.50% i 30.90 a 30.90 til ! I! I� SEE ASPHALT JOINT DETAIL (SHEET C5) LOCATION MAP I i - PLAYGROUND ry ' aa` + i EXISTING DRIVE 7.7'(±) if F.F.E.W30.25q SEC. 9 TWP. 45 RNG. 43 It i AA 1_ q' i - - L, _ (!! /� MEET EXISTING BACK OF CURB t. I ! it X ¢ X`>1 „ ...� .� .... ,....� .... > a .. ..� ,�Ilk i� py� ��' R' INTERIM PHASE ONE j I ! / may, I' xti �t�l� Xti MEET EXIST. PARKING iI jj _ YD x"^ SIDEWALK SIDEWALK !i { 1 GRAPHIC SCALE NO ARK G 3N1 { S 2 29.65 a ! / !, Q 10 20 40 60 FIRE LANE I I' ti10° S-3 YD : wa .. as :....:.. ...::.... �xm p° 30.05 ! !j r 18" X 24" ! i! II p ij 29.50 .� w ..A a ....... w a • ..4 ..xti.... ! _.. ELEVATION VARIES WITH ROAD •� i � 00 ti 29.75 , xti (IN FEET) 26.50N ;" xz ° (� f /� ;I � � / ! 1Inch 20 ft. SEE FIRE LANE -fi Ii S-4 YD 26.20N 26.505 a 30.15 I 12 ii °� ! MARKINGS - I I ° 29.60 Q w ! �_ _ _ -U.E. I I DETAIL, :X�� 24.00E 30.23 - j it • I SHEET C-5 ( i ;; �p 3; 23. 5N 10p 1y 1yy a . �° 30.05 ! ! SECTION �' is x9• x`Y X�ic ( !) I � :x9.0 ! 1py II 23.85E x90 IX��p ! N.T.S. + Il if - M opryl L e,� (!€°�! x ° „ X" ELEMENTARY X3 i°_ _ = x + !: ffflll !! !x910 I! 100 12 HDPE729.65 29.65 p^ ! i ! .50% SCHOOL I f I !rII Ii EXPANSION 1 I pp ! 29.75 13,087 S.F. 29.65 Nth xi I! I29.65 xti' I ! I! �qli �(PHASE1) x2 x`Y1� B pry 3a.25 A A ! EXIST. I I' x9 Ilxryp• ! +x21 ` 9• - xoV - - ex ii 25.48 A� S-5 YDx� 19.98I;X9p"yA'S xe % 2$.25 22.40 CORL E 20':,21 HDPE 0.67% .x9 , 23.351 I _ - If X9? I ( 22.535 X�1? I II I 2' DETECTABLE !Xf r po �, I~1 _ !.__ _k ! I€ s WAR bNING I Uh o0 x91 jX4 x��'^ !. I i I! 9.5Q r ( I�Nv I ' i ggog - l J�PROPOSED PAVEMENT RESTORATION EXIS ROADx? Aj II II IPA} Xti°"p X�° 29.65 11 IX h` _ ° _ !! ; : p^ 30.23 SEE ARCHITECTURAL DRAWINGS FOR ! - $ x`f € ®C if I 29,16 29.75 ! I MECHANICAL ENCLOSURES/SLABS (TYP.} f I h�1 -_ . I -J' I (i ' i SAWCUT EXIST, TYPE 'D' CURB !! 29.65 29.65 AND INSTALL 3' TRANSITION X i; LL! 13� 126.16 _. X111 ° X9 ryi i EXISTING �1 V ALL z NV X� X1 23.25 If If Xti 3005 28.07 i PROPOSED 5' CONC. SIDEWALK 4.87% (DO NOT EXCEED 4.99°/X- to o 14'(� ' I N ° 29.50 a a a a.. •� - a ^ a a °' I !-,. _.............>..,, w.(I ' ! , ! _ uj 29.42 'i 4229.00�_28790MEET EXISTING i !! I 11 pp Xz1� SIDEWALKAill X10 cn xti ! { ! t t 1 I! ar'I 00 ;i - �Xryryti x9�,yam _ L _ _ _ ! z i N iX f y Ii \ !i a - - x'Y0- !xti 14 � • f" xle / ! t -s- _ L J _..._.....,,.._._.._._.....,..._.._....._ --- 411i m EXIST. SIDEWALK -- __ __ x \ , ��7 (r---.-..---- ,{ �- _..........._-,.,..._<..,, e.l "`" j• \ / \ I t j r j { if r I 4 t . _; _ - (} /I ! •( , `i If if 1-1 F --ET !f FUTURE I �..M _.w.- ._.._ _ EXIST �` \ ��, _.. I tl Lp € I ATHLETIC i1 I PARKING AREA _ - _� = - - _ __ - - - - - - - - - --J w i l� { - Y EXISTDRAINAGE PIPE - - �- I COM I = - �I=i-- _-----.._.. � PLEX , I l� ,�- - --- -----__f I `` ---EXISTING P T U ,; �.� t.�Jr; �'� t I { i , , ! I�� € I -I / � 1 S DUM S ER If it li > if ! - - �---if ? Y U 1 - - - - -✓-� __ EXIST. SIDEWALK if ! i I L ii ,II FUTURE ATHLETIC COMPLEX ! I ► i �� j� ,I I ► i co if f LEGEND � S-1 p� STRUCTURE NUMBER, TYPE AND O 4 W Q z < SIZE IF LARGER THAN 4'. 18.68 GRATE ELEVATION n 15.07N n - �/u V J INVERT AND DIRECTION 27.65 FINISHED FLOOR ELEVATION 18.70 SPOT ELEVATION ® YARD DRAIN MANHOLE SLOPE DIRECTION EXISTING ELEVATION PROPOSED CONCRETE SIDEWALK �J _- PROPOSED PAVEMENT .. w ... w ....... ACCESSIBLE ROUTE KEY MAP NOTES: 1. THE PROPOSED FINISH FLOOR ELEVATION 30.25 NGVD IS ABOVE THE HIGHEST 100 -YEAR BASE FLOOD ELEVATION APPLICABLE TO THE BUILDING SITE, AS DETERMINED BY THE SFWMD'S SURFACE WATER MANAGEMENT CONSTRUCTION DEVELOPMENT REGULATIONS. 2. THE PROPERTY IS LOCATED IN FLOOD ZONE "C" AS SHOWN ON COMMUNITY PANEL 120192 0195 B, MAP REVISED 10/15182, � FLOOD INSURANCE RATE MAP AS PUBLISHED BY FEMA. Know what's below. 3. THE PROPOSED FINISHED FLOOR ELEVATION IS 30,25 NGVD '29. Call before you dig. m,� www.callsunshlne.com i- � 00 N Nm Z Om C7 0 _j D 4 O z V? IT lu0 � o cfl W ON 0>_j �N > ��.0 J11. ry�=W v `u0 �� w� ,..I CO co Q t °a l - NC) zz- m 0 WW ad W > z W J � O 4 W Q z < n n - �/u V J X Q UW z I=- � Q Q Q I- 0 �W z z vWp W W JOB NO. 1661 SHEET NO. C 1 OF E to tV LL m 0 3 78 co cz 0 0 'r 0 Co z w 2 ul _j w z F - w ry 0 3: w Co to 0 E co z Co . . . ... ...... NOTES: W 71 ST S NO. 451 RD ALL WATER MAIN TO BE D.I.P. CLASS 52 CEMENT LINED UNLESS OTHERWISE NOTED. ALL PRESSURE PIPE TO BE INSTALLED AT MIN. 36" 4F 1-1 COVER FROM FINISHED GRADE.i j W 7 2 SDR 26 UNLESS NOTED OTHERWISE ON PLAN. 0 ALL SANITARY TO BE PVC EXIST 0 v EXIST 3. ALL GATE VALVES ARE TO BE CONSTRUCTED COMPLETELY IN GRASSED Ilk EXIST COURT if -A-TOE RD TOM ON THE PLANS. NO GATE VALVES PLAYGROUND AREAS UNLESS SHOWN OTHERWISE I BUILDING SHALL BE CONSTRUCTED WITHIN THE SIDEWALK OR CURB., UNTRY LN' 4. ALL FIRE HYDRANTS SHALL BE CONSTRUCTED COMPLETELY IN GRASSED 5�� jJ PT N X Cx AREAS AND NO LESS THAN 4'FROM THE DRIVEWAYS I; YV k -v Lv UNDER THIS __F L 5. ALL WATER MAIN PIPE AND PIPE FITTINGS INSTALLED ' PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH EDA cv- RTHUR Ci / 11 �i� I -rL it SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A F�AMPP L H� is : I HHH COMMERCE RD 95 11W - - - PREDOMINANT COLOR TO DIFFERENTIATE DRINKING WATER FROM 1 iiV MINEI, N RECLAIMED OR OTHER WATER. UNDERGROUND PLASTIC PIPE WILL BE INEK NE 1/ jE f " ,, ii ; Z 4 6 '1 -EXTRUDED BLUE EXTERNAL SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE STRIPES SKIN, OR WILL BE WHITE OR BLACK PIPE W Al if INDUSTRIAL Wy --- ---- t- Pizz"GROUND - - - - it INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES if H LOCATION MAP 4 4' APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF 1UL-A A THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90 -DEGREE "a SEC. 9 TWP. 45 RNG. 43 A2 INTERVALS AROUND THE PIPE AND THAT WILL REMAIN INTACT DURING L _x AND AFTER INSTALLATION OF THE PIPE S USED TO IF TAPE OR PAINT I OF THE PIPE, THE TAPE if STRIPE WATER MAIN PIPE DURING INSTALLATION THAT RUNS PARALLEL OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE T DETAIL A TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE -a I GRAPHIC SCALE ji it WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER 3NV_1 4 H PIPE; FOR PIPE CONTINUOUS LINES ALONG EACH TAPE OR PAINT WILL BE APPLIED IN 0 10 .20 40 6.0 SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVE it BE COLOR IN PIPE WILL BE PAINTED BLUE OR WILL GROUND WATER MA (IN FEET) EXIST. I 1 I ! 'I i i CODED OR MARKED LIKE UNDERGROUND PIPE. [FAC 62-555.320(21)(B)31 1 inch 20 ft. CONC. 6. SANITARY LINES TO BE PRIVATELY OWNED AND MAINTAINED. SIDEWALK It ELEMENTARY 4= 7. SEE FIRE SPRINKLER DESIGN FOR CONSTRUCTION PLAN AND DETAILS. SCHOOL ED AND INSTALLED BY A FIRE SPRINKLER SYSTEM TO BE DESIGN r S53 . ILL BE CLAS LICENSED FIRE SPRINKLER COMPANY.FIRE LINE SHA EXPANSION 8. WATER SERVICE SHALL BE POLYETHYLENE TUBING SDR 9 COPPER TUBE 13,087 S.F. SIZE. {PHASE 11) 3�11 if 9. CAUTION - NOTICE TO CONTRACTOR LOCATION THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOC 3NV FIRE XIS� 4" i EXISTING UTILITIES AS SHOWN ON THESE PLANS RD !( I �J I l= _. _ i j k k i AND/OR ELEVATION OF ERYIC IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE EXIST 2" WNII R INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT SERVICE OR ORDERING OF MATERIALS LEAST 48 HOURS BEFORE ANY EXCAVATION Fl! TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE It IJI L, RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING v UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS 4YII 11� t SHOWN ON THE PLANS. if it EXISTING ELEMENTARY BUILDING �NV if EXIST. 8" W.M. 2 NEW FIRE HYDRANT OC SERVICE TO FUTURE PHASE7] 6-6" SDR -26 @ 2.0% (MANUFACTURER SIGEL K - - - - - - - - - - - - - - - - - C.O. 4 CH STDS.) C.O. PER BOYNTON BEA Z MEET EXIST. GRADE) C.O. 2 TOP EL. 27.50 (± 1 9 -r- 1:t i � DOUBLE STRAP SERV. TAP CO -S TOP EL. 29.65 TOP EL. 29.0 INV. EL. 23.41 APPROX. LIMIT PROPOSED INV. EL. 25.65 1" METER INV. EL. 25.55 C.O. 6 PAVEMENT/CURB FENCE Wit 1" RPZ 'SDR -26 @ 2.0% MEET EXIST. GRADE) TOP EL. 27.00 RESTORATION i (TYP.) 15'-6' I I Al 51 INV. EL. 20.10 2" P.E. SERV. V-13" SDR -26 @ 2.0% u u L It A 40'-6- SDR -26 @ 4.9% MIN R-26 (a)- 4.9% MIN. Co 1 17 It 65'-6" SD 1 2" P.E. SERV. j I 6"X4" REDUCER C.O. 3 tINV% if C.O. 5 IZI/I 6"X6" TEE t F Lu 1 -4 ' X> ' TOP EL. 29.65 TOP EL. 27.00 MEET EXIST. GRADE) 6" G.V. 4"G.V. (POINT OF SERVICE) v? INV. EL. 25.25 INV. EL. 23.25 4"-90° BEND L� if 4" X 4" TEE ita D. 4" FIRE LINE (CL 53, CEMENT -LINED D.I.P.) 65'-6" SDR -26 @ 6.1 % it DISCONNECTEXIST. F.H. A RE 6" W.M. 5' - - - - - - V1 I,� XST 4" DOUBLE DET it 11 '1 �22.'50 BEND I i M DETECTOR r INSTAL x _j I IFDC CHECK ASSEMBLY W it AND D I.P. W.M. J, t - - - -- - - - - - ----- - - C.O. 7 x1o, A COVERED PROPOSED (:k MEET EXIST. GRADE) TOP EL. 22.00 L J WALKWAY I UTILITY r INV. EL. 17,74 1 14 1 1 P.) CITY POINT OF SERVICE I � I 1 1 i I! (TY EASEMENT EXIST MH it EXIST. F.K 20.48 t if 4F REPLACE EXISTING 5'CONC 4-- - 'er NA 14.62 SE SIDEWALK AS NECESSARY 25'-6" SDR -26 BTM 2" WATER 26.75 Z� CORE LIMITS i TdP 12" HDPE 25.00 ITS SHOWN MAY NOT @ 6.4% 1 r �; =MMWA/qNM t 15-60 W x ENTRY 0 REPRESENT ACTUAL AREA T BTM 4" FIRE 26.75 FORM BE DISTURBED o'booc; INVERT Z, TOP 12" HDPE 24.97 it Z], .1/ 41 06C Z" - - - - _...w.-. - - - - - - - - - KIST 8" W.M. Z� opoo( 0 C _7 000o] h z 11~-- - - - - - - - - - \ 0 C) - - - - - - - - - - - Cj -F- i! gT i- �T` 1A it EXIST �jH X if VIX/1 a A ar-% V\\ LN R SERVICE TF L EXIST. WATE >, L _� \ T 04� €I fltILABLE FOR FUTURE i I I I I i EXISTING T 8" W . . . . . . DUMPSTER , I BUILDING AVA EXIST �jl-, -40 a J4 ATHLETIC COMPLEX ENCLOSURE FUTURE '!ATHLETICJ_ SEE PLUMBING/FIRE SPRINKLER 'y PLANS FOR CONTINUATION _z zP1 - - - - - - - - - - _T- - - - \7111 'COMPLEX EXIST 8- N it --- - - - - - - - - - - - DETAIL A -1 7 611 zi SCALE: I"= 57 vxlI 'A Ft x 6 it MAILA13LE FOR FUTORE 1 X[IST. �ANITAIRY SE14VIC I L If F 1 1101, 4, CONTRACTOR SHALL PROVIDE BOLLARDS PER CITY OF BOYNTON A2 'S -0 'C= J PROPOSED F -R: V 1-9 -4 ILI t HLE IC PLEXIBUILDIt4G II H BEACH UTILITIES STANDARD DETAIL G-16 IF SCLEARANCE FROM __jL =!ji HYDRANT L _9 =__1 u- -11 �j ANT TO BACK OF CURB CANNOT BE MAINTAINED. 101 TO EXISTING LIFT STATION _j z ■ Co Cf) (0 to �t (N N wt (y) wm 0 Z * 0 Co o Z uuj LU (LQ"Eo0 N ry j 0 (T _j 0 0 >u- 0 uj ■ 01111111111111111 "o 'r- v- C 0 (0(0 1w 0 Ir o F -M W 5; W> U) P LL w W Q WW � < vt 0) " .00- LL adw Z W 00 LC) LLJ Co 0 (9 0 z w >_ _j V_ I OW 0 Q Z o Q_ n, U) Z > Z 0 �z U) Z z fy n r >< W 0 w 0 >_ z ry 0 Z W z W w 0 �e ©Q < W _j try 0 U) Ctt K _j LLJUJ JOB NO. 1 667 SHEET NO. C2 OF ASSEMBLY CONSIST: METER BOX BY ALL METERS &SERVICES SHALL BE IN PRESSURE GAUGE FOR ALL SIZE VALVES THERE SHALL 24!' SECOND VALVE FOR - TEE, SPOOL PIECE, GATE VALVE, EXTENSION, 90° - - - - - FO ALL SIZE INDICATOR PLATE THAT POURED IN PLACE - LENGTHS OVER 20' ELBOW, RISER, FIRE HYDRANT. DEVELOPER & I A UTILITY EASEMENT BE INCLBRASS ES IN FOLLOWING CONCRETE COLLAR METER BY CETT. 3/4" PVC - INFORMATION IN CONC. COLLAR oR •q , it<':" v.e a .. " _ - MECHNAN(CAL JOINT TEE 2T' MIN. OR PIPE DIA. VARIES (3000 PSI} 8 PAVEMENT. ti, _ RO AY P UNDER ROADWAY 1. MANUFACTURER'S NAME d- - - - VALVE NO. 7 - 27" MIN. OR PIPE DIA. ;."DTI SPOOL -� - - rr w - - • VALVEN0.2 cv FIBER MESH PIECE DIP - lt;. L1t > 2. NO. OF TURNS -- - - - - 'A<:a. .. - _ z " - Q 3. SIZE & CLASSoil Y' ;" - U :7 .. 4. SERIAL NO.-'-_- _.p, -!- 4 w Z x €; SEE NOTE 13 a - a Z N EXIST. WATER SUPPLY MADE IN USA CAST IRON VALVE BOX - / x - - - EEI lc� SCREW TYPE WITH THE COVER POUR CONCRETE TO GRADE - - 14" RAD O O r�i o w MARKED "WATER" IN SODDED REAS. `-J _ 7" CURB STUN (MIN.) WiT {PAIN.) M 3'-0" WHEN DISTANCE EXCEEDS 20-0" LOCKING WINGS 1 w w N BALL CORP. STOP 314" BALL VALVE - TOP OF PAVEMENT - - INSTALL A SECOND VALVE AS SHOWN 3' 3' POLYETHELYNE � ^"�--'�"`-j DOUBLE STRAP SADDLE AND Z _ - � VARIES (PREFERRED) UR _ � REQUIRED. ATMOSPHERIC VENT OR SWABBING TEE. - COPPER PLAN VIEW SEAL BOTH ENDS OF CA' SEE NOTE NO.9 SIGELOCK FIRE HYDRANT 4 - - WITH FOAM RUBBER - .- C.I. ADJUSTABLE VALVE BOX - CONCRETE COLLAR (SEE TYPICAL UNDERG - I/Z' PUMPER NOZZLE _ _ 1" BRASS BALI_ CORP STOP AND _ _ - - NATURALGROUND - _ - - (INSIDE SCREW TYPE). RISER - VALVE INSTALLATION DETAIL) FACING ACCESS RNV & TWO O - SHORT TUBING (MINIMUM SIZE) - PRESSURE GAUGE SHALL BE C-900 PVC 21/2" HOSE NOZZLES SERVICES _ .. ,� O - Z xL - DOUBLE STRAP TAPPING SADDLE (NG/ z a® W h ,.• FINISH GROUND OR P ENT � - � U' DIRECT TAPS PERMITTED) }t - - SURFACE c0 N B \ C 7- LOPiG : z 27" PAIN, OR PIPE -,27" MIN. OR PIPE DIA. SERVICES OPERATING NUT - Z ¢ DIA. A D VALVE - - CC CAST IRON THE EXCAVATED HOLE FOR THIS INSTALLATION SHALL - _ 6 -12" VALVE BOX S" GATE VALVE Z X BE BACLD KFILLED TO NATURAL GRADE PRIOR IO FULL RANGE EMS MARKER (SE - c� _ NON RISING STEM g DETAIL "A" 3 - DISCHARGING ANY WATER ON THE GROUND. - NOTE,, APPROVED MECHANICAL JOINT VALVE ./ 27" DIP SPO - _ (MEGALUGS OR APPROVED EQUAL PIECE DIP M x REQUIRED FOR IN-LINE VALVES - w DOUBLE STRAP SADDLE AND iv LARGER THAN 12 AND ALL BRANCH UNDISTURBED VALVE AT TAP OR BALL CORP. STOP REQUIRED. OPTIONAL C- VALVES.) SOIL :•s'ffi` ;;`y4` �,. NOTES: - - TEE DOUBLE STRAP TAPPING i0 RISER - SADDLE - AW WA THREADS. - - - - - - `s z U - - - - - "� A-" -t. CASINGS SHALL $E REQt11REC FOR ALL SERVICES CROSSING PAVED AREAS. T(E RODS AND BOLTS SHALL BE COATED WITH 2. SUCCESSIVE TAPS INTO THE `NATER MAIN SHALL BE SPACED A MINIMUM OF 18" OFFSET BETWEEN FITTINGS AND AT 45° FROM THE CENTERLINE g KOPPERS 300-M, GALVANIZED DIPPED OR f UNDISTURBED ABED MAINS WITH GREATER THAN 30" OF COVER. {SEE DETAIL "A" ABOVE) ,g STAMLESS STEELSTRAP TAPPING - APPROVED EQUAL, ONE EACH SIDE. 'o, ei _ SADDLE (OR APPROVED EQUAL) . {g ' aa•, 4. 3. METER BOXES SHALL BE SET TO CONFORM TO FINISH GRADE. NO METER BOX SHALL BE SET IN SIDEWALK. OR PAVEMENT UNLESS APPROVED BY _ - • >' t tro � SECTION � � THE DEPARTMENT. � - - a - - CUTTING -IN SLEEVE " ..:� CONCRETE BLOCKING _ d .. - d (OPTIONAL -DEPENDING ON TRENCH _ - _ $ 4. !F EITHER TERMINAL END IS LOCATED LINGER PAVEMENT, USE COPPEP, TUBING TYPE "K'WITH COMPRESSION FITTINGS. - - - BEDDING CONDITIONS) _ _ 5. - POLYETHYLENE TUBING {ENDOT BLUE) SHAL L BE SDR 9, COPPER TUBE SIZE. - - - - _ - - NOTES' - _ - ' S. ROTATE THE BALL CORP. STOP SO THAT THE OPERATING NUT!S ACTUATED FROM THE VERTICAL POSITION RATHER THAN THE HORIZONTAL. IRON PIPE SADDLE, CAP WITH SOLID BRASS PLUG AFTER - - - - - _ - F WATER SERVICE -- � � - � - 1. HYDRANT SHALL BE INSTALLED PLUMB AND TRUE IN UNOBSTRUCTED LOCATION (6 FEET CLEARANCE ALL SIDES) WA SAMPLING (CORPORATION STOP ONLY ! ) _ _ - - - - 2. SIGELOCK FIRE HYDRANT SHALL BE RED. _ 7. BOTH COPPER AND POLYETHYLENE TUBING SERVICE LINES SHALL BE COfdTINOUS FROM BALL CORP, STOP TO CURB STOP WITH NO FITTINGS IN - BETWEEN. _ _ - 3, CONTROL VALVE SHALL BE PLACED ADJACENT TO MAIN AND RESTRAINED WITH 314" RODS & BOLTS AND MEGALUGS OR EQUAL. - - - - - NOTES: - - - - 4. NO MEGALUGS ARE REQUIRED AT FOOT OF FIRE HYDRANT. THUST BLOCKS ONLY. 8.. TAPPING SADDLES AND BALL CORP. STOPS SHALL HAVE AW'NA INLET THREADS. - - - 9. SCHEDULE 80 PVC CASING RECOMMENDED FOR ANY INSTALLATION UNDER PAVEMENT. 3" SCHEDULE 40 PVC MAY BE USED FOR AN OPEN CUT NOTES: - - - IN PAVED AREAS 1F PAVEMENT SURFACE IS FINISHED PRIOR TO CONDITIONAL FINAL INSPECTION. O BIKE PATHS. 1. CONCRETE COLLAR IS NOT REQUIRED S. HYDRANTS SHALL NOT BE PLACED IN SIDEWALKS, ROADWAYS, R INSTALLATION WITH THE APPROVAL OF THE DEPARTMENT, CASING SHOULD EXTEND THREE {3) FEET BEYOND EDGE OF PAVEMENT AND SIZED 6" AN EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE, NS LONGER THAN 20 FEET A SECOND VALVE IS REQUIRED, _ - AS FOLLOWS: 1 BOTH VALVES SHALL BE KEPT CLOSED EXCEPT FOR FILLING, FLUSHING AND BACTERIOLOGICAL TESTING PURPOSES. 2. WHEN OPERATING NUT 1S DEEPER THAN 3 6. ON RU EXTENSION BOLTS & NUTS ARE TO BE 316 STAINLESS STEEL, A HIGH STRENGTH STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO - A. i"SERVICE USE 3 CASING ARE REQUIRED FOR HYDRANTS WITH LESS THAN 5 FEET TO FRONT OF CURB, B. 7-t/2" SERVICE USE 3" OR 4" CASING - 2. GAUGE AND RISER TO BE REMOVED AFTER PRESSURE TEST, HOLE TO BE PLUGGED AT SADDLE WITH BRASS PLUG. UNDER - - 7. BOLLARDS Q DEPARTMENT INSPECTION. NOTES: REQUIRED. - - - POINTS. - SHALL HAVE COVERS MARKED "WATER". � 8. THRUST BLOCKS TO REST IN UNDISTURBED SOIL. C. 2" SERVICE USE 4' CASING 1. WHERE POSSIBLE, SERVICE TAPS SHALL BE USED AS SAMPLING_ - 3. VALVE COXES S L - - - � 9. DRAINS OR WEEP HOLES ON HYDRANT BARREL SHALL BE PLUGGED. 10, SERVICE LINES SHALL NOT BE PLACED UNDER DRIVEWAYS. 3. THE DEPARTMENT SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING. INT IS NOT A SERVICE LINE OR FIRE HYDRANT, CORP. STOP SHALL BE REMOVED, AND PLUGGED UNDER 4. A GATE VALVE INSTALLATION SHALL REQUIRE MEGALUGS OR EQUAL THROUGHOUT ASSEMBLY. ' _ 2. IF SAMPLE PO - _ 4. 'VALVE BOXES ARE REQUIRED FOR BOTH VALVES. BACTERIOLOGICAL TESTING AND RELEASED FOR SERVICE BY THE P.B.C. - - t0. FULL RANGE EMS MARKER SHALL BE USED. FULL RANGE MARKER CANNOT TOUCH PIPE. t t MAXIMUM SERVICE LENGTH IS 700' TO METER DEPARTMENT INSPECTION AFTER SATISFACTORY- _ - HEALTH DEPARTMENT. S. AT DEAD ENL OR WHERE MAIN LINES CHANGE DIRECTION, VALVES SHALL BE RESTRAINED USING "MEGALUGS TIE RODS, OR OTHER APPROVED RESTRAINT BY DEPARTMENT. 7 i. PROVIDE "OUT OF SERVICE" PLATE AT TIME OF INSTALLATION, UNTIL SYSTEM IS RELEASED BY P.B.C. HEALTH DEPT. t2. INSTALLATIONS LARGER THAN 2" METER TO BE REVIEWED OI•J A CASE BY CASE BASIS 5. PRESSURE TEST PUMP CONNECTS TO SERVICE LINE, FIRE HYDRANTS OR BLOWOFF. NO EXTRA TAPS ARE PERMITTED UNLESS SHALL ANY SAMPLE POINT BE LOCATED IN A TRAFFIC AREA. - - � - � APPROVED BY THE DEPARTMENT. 3. IN NO CASE - 3 - - S}` S. A CUT -IN INSTALLATION SHALL REQUIRE MEGALUGS OR EQUAL THROUGHOUT ASSEMBLY. a 7 2. ALL FIRE HYDRANTS MUST BE INSTALLED PRIOR TO MAIN LINE PRESSURE TESTING AND CANNON FLUSHING. 13. 7" BRASS NIPPLE TO EXTEND UP TO NO LESS THAN 2" OUTSIDE THE METER SOX. 4. THREADED AREAS OF CORPORATION STOP SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE. 3 �^ 6. -THREAD AREAS OF BALL CORP. STOP SHALL BE WRAPPED WITH TWO WRAPS OF TEFLON TAPE: G 7. FULL RANGE EMS MARKER SHALL BE USED. FULL RANGE MARKER CANNOT TOUCH PIPE. # # BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS &DETAILS BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS &DETAILS BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS &DETAILS EFF. DATE NOT TO EFF. DATE NOT TO EFF. DATE NOTTO EFF. DATE N0ALE EFF. DATE NOTTo 'SCALE 01/13 SCALE 11/14 SCALE 01/13 WATER MAIN DOUBLE VALVE SCALE 01/13 SCALE 01/13 TYPICAL GATE VALVE SETTING TYPICAL WATER SERVICE INSTALLATION PAGE R DETAIL PAGE NUMBER SAMPLING POINT (IN-LINE) TYPICAL FIRE HYDRANT INSTALLATION PAGE NUMBER UMMTIU W-12 PAGE NUMBER unL mEs . < AND CUT -IN DETAIL PAGE NUMBER UTIUll CS W-9 UTILITIES W-1 0 ENGINEERING DIVISION UTILITIES _ - W-1 ENGINEERING DIVISION ENGINEERING DIVISION YY .7 ENGINEERING DIVISION ENGINEERING DIVISION - I I I BRASS PLATE INDICATING 4" BINGHAM - 2f 1/4" :BY.CONTRACTOR OR DEPARTMENT BY DEVELOPER _ I BOLLARD TO BE 4" STEEL PIPE & FILLED WITH CONCRETE. EXACT LoCA, ON TO - - - [0 (SEE NOTE 10 & 7 7 DETAIL vv -15A) TAYLOR `NATER SERVICE VALVE BOX FOR { BE DETERMINED D THE FIELD (SEE DETAIL G-75 "PROTECTIVE ENCLOSURES FOR !j 18-ti4, I ABOVE GROUND DEVICES" DETAIL) 2" & 1 �" WITHy TURN _ _ RAV LINE FOR ROADS. BACK OF 6" e E - e' - CURB/SIDEWALK OR EDGE OF DRIVEWAY _ DOUBLE CHECK DOTE 5) 13ACKF7_OW r`..i a.•-� ''' �7- �•- -77 -�•� - PREYEtJTfR (SEE NOTE 5) - ` •,` . _`;wt , •.. �- � IT �( t� �! FOR OTHERS. - - s :., .. !! ii w: „A„ I 1 WATER METER BY THE ® - ANAL ASPHALT DEPARTMENT t•'�.';-.r^:^.4'! `; TEST COCK .�. LIMIT OF MINIMUN _ (TYPICAL) UNOBSTRUCTED SPACE. - „B„ "B" FLOW MIN. SETBACK FOR POWER �-p „✓ 'TFT:"�" - - - TRANSFORMER PAD y� _ t7 - * ADJUSTABLE VALVE BOX (PROVIDE�.- C Z o � INSTALL BRASS PLUG (TYPICAL) CONC. COLLAR IF REQUIRED). 15-1/2" // REMOVABLE PIPE 20" ' N C'��J Z) VARIES m - ENTRY ABLE - - - .t AREA v METER BOX OBLIQUE _� � SECTION A -A -CORP. STOP BALL VALVE ® 518" SENSUS METER BY-PASS CHECK VALVES SHALL CONFORM TO T _ VIEW ,CUSTOMER SERVICE LINE, N (TYPICAL) METER BOX TOP VIEW ��- .. PLANyI1WW ( ) DEPARTMENT STANDARDS A B COMPRESSION - 12„ DETAIL "A" SEE NOTE 6 FITTING �� - SEES "B" -"B" BELOW FULL FACED NOENRENE GASKETS - - - - 11 X1H SERIES METER BOX AND COVER 14-1/2" REDUCED PRESSURE BACKFLOW SHALL BE REQUIRED ON ALL I 2" OR Ik IRON PIPE PREVENTION DEVICE AND BALL VALVES BY FLANGED FITTINGS (�La M. a�� SADDLE TAPPED @ 3:00 1� 1"1!2" f -f 2 u'1 t -1/2"x6" PLATE MARKED I - I POLY/COPPER SERVICE 18"MIN. �I - - CONTRACTOR (SEE NOTE 5) -QS.& Y. GATE VALVE - (TYPICAL) OR 9:00 "WATER METER" w a PIPE (SEE NOTE #6 SHEET ! •"�---� RPZ (SEE NOTE #1 DETAIL w 4" STEEL PIPE BOLLARD - - _" -, < 15-A) ! W -15A) tt - LIFTING EYE 1'72"x'2 - - m = APPROVED METER BOX AND1 _ _ _. 6" PVC (C-900) PIPE NOTCHED _ _ WATER MAIN (SMALL) THRU HOLE � "- w j N LID NOT SHOWN) - _ - _ O _ (MAY BE REQ'D FOR DEPTH} (2 I d 3 j - `° DIP - IRON PIPE x IRON PIPE BALL VALV NON-SKID ( DIP I fh � I _ / _ - . � SEE NOTE 8 � z x ,SQUARE NUT KEY ADAPTERTEXTURE 30"MiN. TIE RODS AND NUTS TO BE ^1 ISE EQUALIN {pAMETER TODFINISH GRAD F ANGE BOLTS AND NUTS - - - = 4'-8" - VARIES - - F!N!SHED GRADE - D 12-1/4!' - d d, ip ?= �• �. - _ (V -•'S`. ti,. ;�' d.� CCS '�.. �, TION B -B PLAN - - ' `)- "'4 .�' -\ `. .° f®�� JA s -� K•COPPER SERVICE LINE SEC . _ _ C .,a4 `` '� UNDER PAVEMENT T AS :�: ^'-1.2.: -,g ^;"`.>%`•"'>I" APPROVED BY DEPT is `b«is?' �: �BRASS NIPPLE 6" 0 - - - - - - -1-1/2 TO 2"ABOVE FINISHED --� f}`Ta SEf �"`�' 5; gg ORVREQUIRED 18„ SEE NOTE 1 " 17- 3.... MS SECTION F -F SECTION E E GRADE IN GRASSED AREA. 0" IN z „gtS NOTE 3 Ca•;ac ,d 4 - METER TO BE SET BY DEPARTMENT PAVED AREA. 1 • � t _ .",aCONCRFT£ ?}TRUST - � ' � SUPPORTA - �•[ Eft - - _ - 1 SEE NOTE 2 a .: - BLOCKS (TYPICAL) - a CURB STOP _ BRICKS - 2" OR 7pz"IRON PEPS x METER BOX COVER V SECTION „B" "B COMP ADAPTER FINISHED GRADE NOTESi D - - 1" BRASS NIPPLE REQUIRED - - - - - - - - - - - METER BOX MODEL NUMBER: TYP. (SEE NOTE 14 W -15A) f. TYPE "K' COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDA 9 COPPER TUBE SIZE, 3} MSBCF-1118-12 XL OR CDR - - NOTES: - _ .NOTES: _ - SECTION D -D 2. IF T'rilS DISTANCE IS LESS THAN 3 FEET ONLY COPPER TUBING SHALL BE PERMITTED, _ METER BOX COVER OBLIQUE w6•o3-1713-12 X 7. -MECHANICAL JOINT DIP FITTWGS &PIPE SHALL BE REQUIRED UNDERGROUND AND FLANGED FITTINGS FOR ABOVE GROUND USE, NO UNIFLANGES 1. 2" RESILIENT SEAT GATE VALVE IS ACCEPTABLE WITH STANDARD 5" VALVE BOX. 3. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPERIBRASS SOLDER FITTINGS AND ADAPTERS. ONLY LEAD FREE PERMITTED. 2. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" OFFSET AND AT 90' FROM THE CENTERLINE - AS SHOWN ON VIEW / _ - f NOTES: - - r�i w 14" RAD. /! z CUSTOMER SERVICE LINE SOLDER AND FLUX SHALL BE PERMITTED. � 2. PAINT THE ABOVE GROUND ASSEMBLY, INCLUDING ENTIRE LENGTH OF 77E RODS, WITH KOPNERS 300-M (BLACK) OR APPROVED EQUAL AFTER DETAIL "A". L1 CONCRETE AND FIBERGLASS COMPOSITE UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. THEY > (MIN.) _ -COMPRESSION- - *� 1. ALL BOXES AND COVERS SHALL BE POLYMER EXPOSURE 70 MOISTURE AS - Z O - - - O ORE THAN 0.5 % IN WEIGHT AFTER_ O 4. BOTH t 112" AND 2" CUSTOM METER SETTERS SHALL BE EQUIPPED WITH LOCK WING BALL VALVES. MANUFACTURERS RECOMMENDED SURFACE PREP IS COMPLETED. Do NOT PAINT' OVER NAME/SERIAL PLATE OR BRASS FITTINGS. SHALL MEET ASTM D-570 STANDARDS FOR WATER ABSORPTION, GAINING N M- 3. COPPER TUBING SHALL BE TYPE "K" WITH FITTINGS. �_ ESTABLISHED BY THIS STANDARD. - OPTION 2 ALL BUSHINGS OR REDUCERS _ b SHALGS BRASS _ 5. APPROVED BACKFLOW PREVENTION DEVICES NOTED IN APPENDIX "D" - SHOP SPECIFICATIONS. 3. SUPPORT PIERS OR PIPE JACKS AS APPROVED BY DEPARTMENT, EXACT LOCATION TO BE DETERMINED !N THE FIELD. I 4. ALL BUSHINGS OR REDUCERS SHALL BE BRASS. L GAS ESTABLISHED BY AASHTO, THE REQUIREMENTS a> COVERS SHALL MEET THE REQUIREMENTS FOR INCIDENTIAL TRAFFIC H-10 LOADIN - -COR- - J 2. ALL BOXES AND _ 6. WHEN THEDEVICE IS INSTALLED PARALLEL TO A BUILDING WALL THERE SHALL BE A MIN. OF 6' BETWEEN THE EDGE OF THE DEVICE AND THE 4. EITHER PROTECTIVE PIPE STANCHIONS OR A SCREEN WALL IS REQUIRED, SEE "G-15 PROTECTIVE ENCLOSURES FOR ABOVE GROUND DEVICES" - AND A COMPRESSION STRENGTH OF AT LEAST 11,000 PSE. IN GRASS AREA - � BUILDING WALL DETAIL. 5. COPPER TUBING SERVICE LINES SHALL BE CONTINUOUS FROM BALL P 70 METER STOP WITH NO FITTINGS IN BETWEEN. - L OF ASTM 0-857, SEC. A-$, SERVICES SECTION 6. TAPPING SADDLES TO HAVE IRON PIPE THREADS. AND COVERS SHALL BE DESIGNED TO FIT AND INTERCHANGE WITH STANDARD CONCRETE BOXES AND COVERS. STANDARD COLOR TO BE - F DOUBLE ❑ IES: O 3. ALL BOXES CONCRETE GRAY. 7. -BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES !N LIEU OF GATE VALVES. S. APPROVED DOUBLti DETECTOR CHECK 1 ALVE ASS_MBL D ' CORP. STOP � ��OPTION t AJ SEE APPENDIX EXHIBIT "D" -SHOP SPtCiciCAT!ONS. 7. - BALL VALVE AT THE MAIN TO HAVE FEMALE IRON PIPE THREADS ON BOTH SIDES. � S. BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH STAINLESS STEEL UNISTRUT. RISERS TO BE SECURED TO UNISTRUT CH HOLE FOR A TOUCHREAD DEVICE AND ITS PERTINENT HARDWARE. •(E - - / _ - ALL COVERS SHALL BE CONSTRUCTED WITH A 21N y,<A - _ �-- . n 4. _ �"� . - CONTRA .TOR ASSEMBLY CONSIST: - -WITH STAINLESS STEEL {304) MOUNTING HARDWARE AND NEOPRENE INSULATORS BETWEEN ALL DISSIMILAR METALS. 6. SPECIAL FIRE PROTECTION SYSTEMS USING INTERNAL PUMPS, TANKS, ETC. SHALL $E REQUIRED TO USE A RPZ REDUCED PRESSURE BACKFLOLN �INCLUDING ANY REPLACEABLE PARTS. LAS' PREVENTION ASSEMBLY OR APPROV£C $QUAL. 8. VALVE BOX SHALL BE 4 -114" CAST IRON SCREW TYPE ADJUSTABLE. AVAILABLE BOLTED DOWN WITH ALL HARDWARE BEING STAINLESS STEEL -CORP.,SERVICE SUBMIT WITHIN TEN 10 BUSINESS DAYS AFTER WATER IS SUPPLIED. FAX TO 561-742-6296 - 5. ALL BOXES AND COVERS SHALL BE AVA _ STRAP SADDLE, BALL COR NDER PAVEMENT SERVICES (SEE y METER YOKE 9. PASSING TEST REPORT MUST BE ( ) 9. CONCRETE COLLAR VALVE BOX SUPPORT TO BE PLACID ON COMPACTED SOIL TO SUPPORT VALVE 80X SO THAT A MINIMUM OF 41NCHES 6. FOR DETAILS OF A SERVICE LATERAL, METER INSTALLATION AND OTHER SERVICE REQUIREMENTS, REFER TO METER INSTALLATION DETAIL. PAGE W-15. - L NOTE #3 DETAIL W -15A) LATERAL, LOCK VALVE, M 7. PASSING TEST REPORT MUST BE SUBMITTED WITHIN TEN (50) BUSINESS DAYS AFTER WATER ZS SUPPLIED. FAX TO 567-742-6298 STRAP SADDLE TAP WITH BALL CUSTOMERLINE &METER 80X � # EXISTS BETWEEN THE BOTTOM OF THE CONCRETE COLLAR AND THE TOP OF THE WATER MAIN. 7. NO FLIP TOP LIDS ARE ALLOWED. - _ CORP. STOP o # # 10 STANDARDS & DETAILS BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS &DETAILS SOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS &DETAILS BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION L BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS B t+ NOT TO EFF. DATE NOT 70 EFF. DATE DOUBLE DETECTOR NOT TO EFF. DATE NOT 70 EFF. DATE fi scazE 01/13 I�n & 2" COMMERCIAL &MULTI FAMILY SCA LE 01/13 J NOT TO EFF. DATE n n « SCALE 01/13 BACKFLOW DEVICE FOR 3/4n TO 2"' SCALE 01/13 b - PAGE NUMBER n TABLE WATER SERVICE TOUCHREAD 11"X18" SCALE o1/13 POTABLE WATER SERVICE SINGLE 5/8"X 3/4 THRU 1 PAGE NUMBER CHECK BACKFLOW PAGE NUMBER LnUT1 s'_ BALL VALVE & BOX ILLUSTRATION PO WATER METER UTILITIES' �+ n/� W-25 PAGE NUMBER W-1 � ENGINEERING DIVISION Ails E M BLY W^20 ENGINEERING DIVISION PAGE NUMBER - METER INSTALLATION DETAIL W-15 ENGINEERING DIVISION t UTILRlES LIDS FOR SENSUS 3/4" & 1" WATER METERS W -1S E `INEERINGDIVISION, � ENGINEERING DIVISION - L4 1J r x (u E aT 11 z h00 QO N� Iz z O r__ 0c) LLJ r N o W000 C14 E 0 0- - WQ��>� U) W (v'T c J ■ p%w-- m= C rCO UCOCO I� aj Oo go 1 ® F- u- W� J 00 Of Q N I.- 00. Vd wLc)W z co Z5 W z L.i.: O V_ ui OU) _J Q V W U) ) C ,.�i.. _ Q Z r� V / F_ z C) w _ - }cl W Q 01-- z W O W OQ tY � J J Ill o �e JOB NO. 1667 SHEET NO. �C3 OF 20'-0" DIP MIN. 10 0„ 10' 0" WATER MAIN SEE NOTES - SANITARY SEWER MAIN 0 0 SANITARY SEWER MAIN WATER MAIN 0_ 'F' D o iu d NOTE: T AND VERTICAL SEPERATION REQUIREMENTS. F R TO DETAILS G -2A AND G-26 FOR HORIZONTAL REE _ .. SEWER LATERAL CROSSING WATER MAINS: • SEWERSERVICE LATERALS SHALL CROSS UNDER WATER MAINS WITH A MINIMUM VERTICAL SEPARATION OF EIGHTEEN (18) INCHES, IF EIGHTEEN (18) INCHES VERTICAL SEPARATION CANNOT BE MAINTAINED, THE WATER MAIN SHALL BE DIP AND THE SANITARY LATERAL C-900 SDR18 OR BETTER AND THE MINIMUM SEPARATION SHALL BE SIX (6) INCHES. ff • WHEN IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERVICE LATERAL A MINIMUM SEPARATION OF AT LEAST TWELVE G (12) INCHES MUST BE MAINTAINED. THE WATER MAIN SHALL BE DIP AND THE SEWER LATERAL SHALL BEC 900 SDR18 OR BETTER. S BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS NOT TO EFF. DATE WATER MAINS SEWER SEPARATION SCALE 01/13 STATEMENT PAGE NUMBER UTILITIES .ENGINEERING [Lm='BION v E 03 OD oa Lo 0 (V O 0 3 p r t2 N � oe m � rn i Q J � co Q co r w N 0) (6 o O z U 3 W rr F_ z LU 2 EN LLI _j W z _Q U) z U z I- o O Lu Y Q cfl 03 E c4 Z m 0.- 6" CLEANOUT TO 12" BELOW GRADE (SEE DETAIL) + 6" PLUG FOR SINGLE SERVICE. DEPARTMENT BELL BY BELL ONLY. ROTATE 6"X6" SINGLE WYE MAINTENANCE BENDS AS REQUIRED - ENDS WYE BRANCH - - - - 6"X6" SINGLE WYE FINISH G AIDE FULL RANGE - g . MARKER ALTERNATE: ADDITIONAL RISER & BEND WHERE SLOPE UP TO P 1/9" C-900 TO SDR 35 ADAPTER GREATER PIPE DEPTH - PER FT. MIN. LOCATION (TYP.) MIN. 6' PVC PIPE SLOPE UP TO P 1ti8" REEL BY BELL ONLY. ROTATE �., PER FT. MIN, 3ENDS AS REQUIRED LAY ON UNDISTURBED SOIL C-900 TO SDR 35 ADAPTER LOCATION (TYP.) PROFILE BELL BY BELL ONLY R Z LIMIT OF DEPT. RESPONSIBILITY PRIVATE PROPERTY - y ¢ (ROW OR EASEMENT LINE) (PRIVATE SERVICE) - r� a w 6" MIN. SERVICE LINE (5w ti�1 CLEANOUT (SEE DETAIL FOR - - - - INSTALLATION REQUIREMENTS.) WING NUT PLUG - - - PLAN NOTES: 1. SERVICE LATERALS SHALL TERMINATE AT PROPERTY LINE AT A DEPTH OF 3 FEET (MIN.) TO 4' (MAX.) TO TOP OF PIPE. 2. ALL C-900 BENDS ARE TO BE BELL BY BELL SPIGOT BY BELL ALLOWED ONLY AT CLEANOUT. - 3. EACH SERVICE CONNECTION SHALL BE PLUGGED WATERTIGHT WITH AN APPROVED WING PLUG. - 4. CUT OFF BELL END WHEN USING FERNCO COUPLING FOR V.C.P. (FOR EXISTING SERVICES ONLY). 5. CLEANOUT IS TO BE INSTALLED PER DEPARTMENT STANDARDS PRIOR TO WATER METER INSTALLATION, AN INSPECTION OF CONNECTION INTO THE DEPARTMENTS LAI ERAL IS REQUIRED PRIOR TO WATER METER RELEASE. 6. WASTEWATER MAIN WYE BRANCH TO MATCH MAIN PIPE MATERIAL. ALTERNATE MATERIALS TO BE APPROVED BY THE DEPT. 7. NO 90° BENDS SHALL BE USED FOR WASTEWATER SERVICE AND CLEANOUT INSTALLATION. - 8. SOLIDLY TAMP BACKFILL AT LEAST ONE FOOT ABOVE TOP OF PIPE. SERVICES UNDER PAVED AREAS SHALL BE BACKFILLED TO THE SAME SPECIFICATIONS AS - SHOWN ON'PAVEMENT REPLACEMENT" DETAIL. 9. CONTRACTOR SHALL MARK ON A CLEAN SET OF PLANS THE FINAL STATIONING OR DISTANCE AND DIRECTION FROM MANHOLE TO EACH SERVICE LATERAL AND GIVE TO ENGINEER FOR RECORD DRAWING PURPOSES. 10. ANY DEVIATION FROM THESE METHODS SHALL BE APPROVED BY THE DEPARTMENT. 11. THE USE OF UNNECESSARY FITTINGS ON THE CUSTOMERS LINE TO REDUCE EXCAVATION EFFORTS WILL BE CAUSE FOR REJECTION. - 12. CLEANOUTS DESIGNATING THE END OF THE DEPARTMENTS MAINTENENCE RESPONSIBILITY SHALL BE LOCATED WITHIN A UTILITY EASEMENT OR RIGHT-OF-WAY DEDICATED FOR UTILITIES. - BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS NOT TO EFF. DATE WASTEWATER SERVICE SCALE 01/13 TYPICAL CONNECTIONS PAGE NUMBER (TIES ✓ S-7 INEERING L DUCTILE IRON PRE 5SURE ' - - - PIPE CONFLICT PIPE ?6" MIN. COVER it z U.S. FOUNDRY 1390 BELL RESTRAINTS t t MEGALUGS OR EQUAL - • ,'!.,.' h `` TIE RODS AND NUTS TO BE REQUIRED (TYPJ �r,� GALVANIZED, COATED WITH. THRUST BLOCK (TYP.) J 10 10' KOPPERS 300-M OR APPROVED EQUAL, (TYP.) NO JOINTS BETWEEN FITTINGS - _ 22-10 (PREFERRED) OR 45° ' FITTING TYPE ELBOWS NOTE: TWO FORMS OF RESTRAINT ARE REQUIRED FOR DEFLECTIONS SEE NOTE NO. 3 FOR X /'' CONFLICT PIPE - ACCEPTABLE DEFLECTION s 1 CENTER A FULL LENGTH OFAT POINT OF CROSSING - - - DEFLECTION TYPE NOTES: t. FITTINGS SHALL BE RESTRAINED WITH MEGALUGS, TIE RODS AND NUTS. TIE RODS AND NUTS SHALL BE EQUAL IN - DIAMETER TO TEE BOLTS AND NUTS, 2. THE FITTING TYPE CROSSING IS PREFERRED. 3. DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION FOR DUCTILE IRON PIPE. NO DEFLECTION AT THE JOINT IS ALLOWED FOR P.V.C. PIPE. FFOLLOWING PARAMETERS.' BENDING O - P.V.C.P V.C. PIPE SHALL NOT EXCEED THE • PVC PIPE SIZE (INCH)- - MIN: ALLOWED RADIUS (FT.) MAX. DEFLECTION (INCH) PER 20' LENGTH 6" 300 8" 8" 400 6" 10" 600 4" 12" 600 4" 4. ALL EXPOSED TIE STEEL SHALL BE COATED WITH COAL -TAR EXPDXY. - - BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS NOTTO EFF. DATE SCALE 01/13 PRESSURE PIPE VERTICAL DEFLECTION PAGE NUMBER :RING DIVISION - G-3 .. -•� z�. � t � .1 ., r h TOP ZONE -12" LIFTS a to it <p 5�a^ REMAINING BACKFILL, SASE &SURFACE MATERIAL •s. sa,. - � TO BE PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS OR MINIMUM 98% ,r PER AASHTO T-180.6" MAX. SIZE. (MIN. 95 DENSITY IS REQUIRED FOR UNPAVED AREAS). 3-� COVER ZONE -6" LIFTS ,rri°j�•sEy,ace"`ti,.r?r: GRANULAR BACKFILL PLACED AND - ,,� `ri-,? . .,�eY�:Rgmi,ro''g : COMPACTED 70 MINIMUM 98% OF MAXIMUM , DENSITY. PER AASHTO T-180.2" MAX. SIZE. BEDDING ZONE - 6" LIFTS MINIMUM 881. COMPACTION. PER AASHTOT-180. ., a - WHERE APPLICABLE; OVEREXCAVATION IS NOT - - PREFERRED IF DEWATERING IS NOT REQUIRED - NOTES: I. BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 318"-7/8" SIZING, ONLY AT THE DIRECTION OF THE CITY'S REPRESENTATIVE. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. E 3, THE PIP SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MULCH AND DEBRIS. G S. DENSITY TESTS ARE REQUIRED EACH LIFT ABOVE THE PIPE AT INTERVALS OF 100' MAXIMUM 1N PUBLIC BL C RI H TS OF WAY & 200' MAXIMUM IN UTILITY EASEMENTS. - 6. THE DEVELOPER/CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE TRENCH SAFETY LAWS AND REGULATIONS. 7. SEE SEPARATE DETAIL FOR "ROAD CROSSING PIPE INSTALLATION UNDER EXISTING ROADWAY," - 8. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AS REQUIRED. - 9. EXCAVATION SIDE SLOPE SHORING, ETC SHALL CONFORM TO O.S.H.A. STANDARDS. COMPACT TRENCH BACKFILL TO 96% OF MAXIMUM DENSITY IN ' _ ACCORDANCE WITH AASHTO-T180. BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS NOT TO I EFF. DATE SCALE 01/13 TYPICAL TRENCH DETAIL PAGE NUMBER UTtt-tTIES ENGINEERING DIVISION f'� `,'-2 . - PAINT WITH 2 COATS BITUMINISTIC PAINT WIDTH - BEFORE ASSEMBLY 6" - 6"MIN.. - 12" ::: 12" MIN. THICKNESS �- _ D DMAN - - .;,�• ss,µ OF CONCRETE - TYPICAL SECTION _ _ 24" '.A!'. x' WYE CROSS WITH PLUG TEE AREA REQ'D 0,14 THE FOLLOWING FACTOR TEE. 100% 45° BEND: 71% 22 112° SEND: 4" 2A SQ. FT. 20" 37.0 SQ. FT. VALUES ARE FOR 90' BEND, BASED ON 2000 P.S.F. SAFE BEARING LOAD AND PIPE PRESSURE OF 150 P,S.1, FOR OTHER SOILS & PRESSURES 6" 4.0 SQ. FT. 24" 53.0 SQ. FT. FT. 27" 80.0 SQ, FT. 8" BEND 1.38 PRESSURE: 150 PSI TRE ARFA REQUIRED IS IN DIRECT PROPORTION BEND 20% DEAD END. 700 70" 10.0 SQ. FT. 30" 98.0 SQ. F7. 72" 14.0 SQ. FT. 36" 127.0 SQ. FT. 74 18.6 SQ. FT. 16"^ '24.0 SQ. F7. Q - - - t8" 30.0 SQ. FT. STANDARD (FORMULA BASIS), - - 1. THRUST BLOCKS SHALL- BE FORMED AND POURED AGAINST UNDISTURBED SOIL. KEEP "T' BOLTS CLEAR OF CONCRETE, WRAPPED IN VISQUEEN FOR FUTURE ACCESS, WITH A MINIMUM OF 12'1 HICKNESS BETWEEN THE - FITTING AND THE SOIL. - 2. -BEFORE POURING, PLUGS SHALL BE WRAPPED WITH VISQUEEN AND A BOARD PLACED IN FRONT. - - 3. CONCRETE SHALL BE 2500 P.S.I. MINIMUM (28 DAY STRENGTH). - 4. FITTINGS 16" AND LARGER SHALL HAVE MECHANICAL RESTRAINT, AND THRUST BLOCKS. _ 5.' THE ENGINEER OF RECORD SHALL CALCULATE THE SIZE OF THE DEADMAN REQUIRED AS WELL AS ANY INSTALLATION WHICH !S NOT COVERED BY THE ABOVE. - BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS NOT TO EFF. DAl ' scuE 01 /13 TYPICAL THRUST BLOCKS PAGE NUMBER ._ ........ . G-10 MAINS OUTSIDE OF A WELLFIELD PROTECTION ZONE MAXIMUM QUANTITY OF WATER (GALLONS PER HOUR) THAT MAY BE j SUPPLIED TO MAINTAIN - PRESSURE WITHIN 5 P,S.I. OF THE SPECIFIED TEST PRESSURE. (MECHANICAL OR PUSH -ON JOINT, 18 FT. NOMINAL LENGTHS, PER 1000 FT. OF PIPE) . PIPE DIAMETER THRUST BLOCK 3" THRUST BLOCK 6" NCTE: PIPE 12" � IPE 16" REMAP,KS FOR OTHER FITTINGS USE 24" AREA REQ'D AVERAGE TEST AREA REQ'D 0,14 THE FOLLOWING FACTOR TEE. 100% 45° BEND: 71% 22 112° SEND: 4" 2A SQ. FT. 20" 37.0 SQ. FT. VALUES ARE FOR 90' BEND, BASED ON 2000 P.S.F. SAFE BEARING LOAD AND PIPE PRESSURE OF 150 P,S.1, FOR OTHER SOILS & PRESSURES 6" 4.0 SQ. FT. 24" 53.0 SQ. FT. FT. 27" 80.0 SQ, FT. 8" 6.6 SO. 1.38 PRESSURE: 150 PSI TRE ARFA REQUIRED IS IN DIRECT PROPORTION BEND 20% DEAD END. 700 70" 10.0 SQ. FT. 30" 98.0 SQ. F7. 72" 14.0 SQ. FT. 36" 127.0 SQ. FT. 74 18.6 SQ. FT. 16"^ '24.0 SQ. F7. Q - - - t8" 30.0 SQ. FT. 1. THRUST BLOCKS SHALL- BE FORMED AND POURED AGAINST UNDISTURBED SOIL. KEEP "T' BOLTS CLEAR OF CONCRETE, WRAPPED IN VISQUEEN FOR FUTURE ACCESS, WITH A MINIMUM OF 12'1 HICKNESS BETWEEN THE - FITTING AND THE SOIL. - 2. -BEFORE POURING, PLUGS SHALL BE WRAPPED WITH VISQUEEN AND A BOARD PLACED IN FRONT. - - 3. CONCRETE SHALL BE 2500 P.S.I. MINIMUM (28 DAY STRENGTH). - 4. FITTINGS 16" AND LARGER SHALL HAVE MECHANICAL RESTRAINT, AND THRUST BLOCKS. _ 5.' THE ENGINEER OF RECORD SHALL CALCULATE THE SIZE OF THE DEADMAN REQUIRED AS WELL AS ANY INSTALLATION WHICH !S NOT COVERED BY THE ABOVE. - BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS NOT TO EFF. DAl ' scuE 01 /13 TYPICAL THRUST BLOCKS PAGE NUMBER ._ ........ . G-10 MAINS OUTSIDE OF A WELLFIELD PROTECTION ZONE MAXIMUM QUANTITY OF WATER (GALLONS PER HOUR) THAT MAY BE j SUPPLIED TO MAINTAIN - PRESSURE WITHIN 5 P,S.I. OF THE SPECIFIED TEST PRESSURE. (MECHANICAL OR PUSH -ON JOINT, 18 FT. NOMINAL LENGTHS, PER 1000 FT. OF PIPE) . PIPE DIAMETER 2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" AVERAGE TEST 010 0,14 0.18 0.27 0.37 0.46 0.55 0.64 0.73 0.83 0.92 1.10 1.38 PRESSURE: 150 PSI OF THE COMPUTED QUANTITIES FOR EACH SIZE. - - - - 3. MAXIMUM TEST LENGTH = 2,009 FEET PER SECTION. 4, THIS STANDARD SHALL REFLECT ANY REVISION OF A.W.W.A. C-600. HOWEVER, THE MAXIMUM QUANTITY Q Fj M o^� 0 N V Zz N W (r) ZO m � iYi 0 rQ X z U) 00 CD � x cL O oP ®o W 00)N 0�CQm= O rt d. �- Z w .O m L > I-� U)3 W WJ Q� � �Q to y)o n - X V R,1.. Q X N oU) W m Lo W Z W �� z Z Lu - ... NOTES: .- IL) w I I 1. TO OBTAIN THE MAXIMUM QUANTITY OF WATER FOR PIPE WITH 20 FT. NOMINAL LENGTHS, MULTIPLY _ M. M - THE T Y0.2 - QUANTITY CALCULATED FROM THE ABLE 8 - - 2. THE MAXIMUM QUANTITY OF ADDED WATER FOR A PIPELINE IS CALCULATED BY MULTIPLYING THE - QUANTITY PER HOUR AS OBTAINED FROM THE ABOVE TABLE, BY THE DURATION OF THE TEST IN - O HOURS,AND BY THE TOTAL LENGTH OF THE LINE BEING TESTED DIVIDED BY 1,000. IF THE LINE UNDER w TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE MAXIMUM QUANTITY ADDED WILL BE THE SUM - n OF THE COMPUTED QUANTITIES FOR EACH SIZE. - - - - 3. MAXIMUM TEST LENGTH = 2,009 FEET PER SECTION. 4, THIS STANDARD SHALL REFLECT ANY REVISION OF A.W.W.A. C-600. HOWEVER, THE MAXIMUM QUANTITY Q OF WATER ADDED SHALL NOT EXCEED 50% OF THE RECOMMENDED LIMIT PER APPLICABLE AWWA C-600 - - - STANDARD (FORMULA BASIS), - - 5. STANDARD TEST PRESSURE = 150 P.S.I.- C✓ ) 6. -FOAM U BASIS: L= S D X P - LA () X () ()- - 148 O - - - - L =MAXIMUM QUANTITY OE WATER TO BE ADDED (GALLONS PER HOUR) S = LENGTH OF PIPE TESTED (FEET) - - - - D = DIAMETER OF PIPE (INCHES) - P = TEST PRESSURE (P.S.L) - C6 7. PRESSURE TEST DURATION TO BE MIN. 2 HOURS. FIELD PROTECTION ZONE MAINS WITHIN A WELL O NOTE: STANDARDS FOR PRESSURE TESTING OF ENVIROMENTAL RESOURCE MANAGEMENTN PALM BEACH COUNTY DEPARTMENT , WITHIN A PROTECTED WELLFIELD SHALL APPLY. {REFER TO ULDC, ART. 9, SEC. 9:3} -_ �a ry BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS NOT TO EFF.DATE PRESSURE TEST SCALE 01/13 CRITERIA PAGE NUMBER UTILITIES',.... .. G-13 ENGINEERING DIVISION Fj M o^� 0 N V Zz N W (r) ZO m � iYi 0 rQ X z U) 00 CD � x cL O oP ®o W 00)N 0�CQm= O rt d. �- Z w .O m L > I-� U)3 W WJ Q� � �Q to y)o n - X V R,1.. Q X N oU) W m Lo W Z W �� z Z Lu - ... .- IL) w I I Z CL M. M Lu 03 LL O �.... w U n W Q C✓ ) LIQ C6 �a ry Q - ... .- IL) w L0 L V hll„I y Lu Lu 03 LL r�^) vJ �.... U n W C✓ ) LIQ ry DITCH WIDTH (W) + 4' SURFACE SURFACE REPLACEMENT JOINT REPLACEMENT SURFACE BASE 04 �Z O at DENSITY PROCEDURES: 1.5' 1.5' Ul THE BACKFILL FOR THE FIRST AND SECOND 0 L€MEROCK, SHELL ETC STAGES SHALL BE PLACED IN 6" LAYERS 0 e( 6" LAYERS COMPACTED THICKNESS (COMPACTED THICKNESS) AND SHALL BE F COMPACTED TO 100% OF MAXIMUM DENSITY DENSITY REQUIREMENTS: AS DETERMINED BY A.A.S.H.T.O. T-99. STAGE #1 DIAMETER 98% UNDER ROADWAY VARIES THE PERMITTEE SHALL PROVIDE ADEQUATE k 95% OUTSIDE THE TRAVELLED COMPACTED FILL BENEATH THE HAUNCHES w ROADWAY (TURNOUTS, SHOULDER 0 PAVEMENT ETC.) OF THE PIPE USING MECHANICAL TAMPS 12" VARIES 12" SUITABLE FOR THIS PURPOSE. THIS U METHOD A.A.S.H.T.O. T-180 COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THEHAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED. GENERAL NOTES: STAGE #2 1. BASE AND BACKFILL MATERIALS SHALL BE EITHER OF THE SAME TYPE PRECAST CONCRETE WHEEL STOP WELL- R F EQUAL OR THE PERMITTEE SHALL OBTAIN A AND COMPOSITION AS THE MATERIALS REMOVED O O Q COMPACTED BED AND FILL ALONG THE SIDES GREATER STRUCTURAL ADEQUACY. MATERIALS CONTAMINATED WITH OF THE PIPE TO A POINT INDICATING DELETERIOUS SUBSTANCES DURING EXCAVATION SHALL NOT BE USED. MATERIAL. THE TOP OF SUBGRADE,...•.. ..• .. - 2 REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE > ,. ' :.' • ' :: ' : • ' THICKNESS OF THE ORIGINAL BASE. : 3. BASE MATERIAL SHALL BE PLACED IN TWO OR THREE LAYERS AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO SPECIFIED DENSITY. 4, ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. #i5 BAR 12" EMBEDMENT 5. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. 6. SURFACE MATERIAL WILL BE CONSISTENT WITH THE EXISTING SURFACE. ELEVATION SECTION REPLACEMENT OF FLEXIBLE PAX/EIVIENT WHEEL STOP NO SCALE FOR PERMITTED PAVEMENT CUT NO SCALE 5'-0" TYPICAL 4 WHITE PAINTE Z°Ia MAX. EDGE OF DETECTABLE WARNING N RAMPS THAT ARE PERPENDICULAR WITH THE CURB LINE, TRAFFIC STRIP ..a• 4 ' '' "a• - THE DOME PATTERN SHALL BE IN WITH THE DIRECTION r4, , a a.:`.'• `� �# 1 6" M#N. OF TRAVEL. ON RAMPS INTERSECTING CURBS ON A RADIUS. ..'¢.,.....�•• ,'A .. :• :•+.`, <2 2.4 MAX. . THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL. GROOVE JOINTS AT 6' CENTERS. tv GENERAL NOTES FOR SIDEWALK CONSTRUCTION: �40 0.9" MIN. TRUNCATED DOME 1.4" MAX. 4" BLUE PAINTED SUBGRADE SHALL BE EXCAVATED TO THE REQUIRED DEPTH AND IS TO BE SEE DETAIL) NTEGRAL TRAFFIC STRIPE COMPACTED TO A FIRM, EVEN SURFACE, TRUE TO GRADE AND CROSS SECTION. Q Q DOME THE SUBGRADE SHALL BE MOIST AT THE TIME CONCRETE IS PLACED.g CONCRETE MUST HAVE A 3,000 LBS PER SQUARE INCH COMPRESSIVE STRENGTH Q O Q IN TWENTY EIGHT (28) DAYS. MAXIMUM ALLOWABLE SLUMP IS FIVE (5") INCHES. TRUNCATED DOME TEST CYLINDERS MAY BE REQUIRED AND SHALL BE PAID FOR BY THE OWNER. a O O Q THE TOP WIDTH OF THE DOME SHALL BE A EXPANSION JOINTS WITH ONE HALF (1/2") INCH PERFORMED JOINT FILLERS MINIMUM OF 50% AND A MAXIMUM OF 65% OF SHAPED TO FIT WALK OR CURB, SHALL BE INSTALLED AT NO GREATER THAN PLAN VIEW THE BASE DIAMETER. FIFTY (50') FEET INTERVALS, OR AT ANY CHANGE IN DIRECTION OF THE WALK, OR BASE -TO -BASE SPACING SHALL BE 0.65° AT ANY CHANGE IN WIDTH OF THE WALK, AND AT ALL LOCATIONS WHERE MINIMUM BETWEEN DOMES, WALKS ABUT OTHER CONCRETE OR MASONRY CONSTRUCTION. SIDEWALK SURFACE SHALL BE FLOATED, TROWELED AND MEDIUM BRUSH ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH FINISHED. EXCESSIVE MATERIAL TO BE REMOVED UPON COMPLETION OF WORK OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24" (610 mm) FROM THE BACK OF CURB. 4" WHITE AND SITE CLEANED UP. REFER TO F.D.O.T. INDEX 304 (7-01-05) FOR DETECTABLE WARNING SURFACE REQUIREMENTS. CONCRETE WILL BE CURED IN ACCORDANCE WITH FLORIDA D.O.T. STANDARD CURB RAMP DETECTABLE WARNING DETAIL SPECIFICATIONS. AFTER CONCRETE HAS CURED, SIDEWALKS OR CURBS SHALL BE BACKFILLED TO REQUIRED GRADE. NO SCALE TYPICAL CONCRETE WALK DETAIL N E 12" F,l3.O.T. #FTP --25 AND #FTP -26 THIS SIGN TYPICAL AT x •��"" ALL ACCESSIBLE PARKING o SPACES, vow aEaar `y 12" x 9" PENALTY SIGN. WORDING AS REQUIRED BY STATE OR LOCAL LAW ("UP TO $250.00 FINE" OR 'VAN ACCESSIBLE-) 5- 3" STANDARD CHANNEL POST, z t PICAL-) COto LONCR€?E OF t GROUND PAVING AC f• , 2500 P.S.I. al P.C. CONCRETE :. u:.. 12' LOCATE IN CENTER OF PARKING SPACE ACCESSIBLE PARKING ACCESSIBLE PARD, NSG SIGN SYMBOL L�FTAIL N.T.S. N.T.S. NOTES: 1. EACH ACCESSIBLE PARKING SIGN INSTALLATION SHALL INDICATE A $250.00 PENALTY FOR ILLEGAL USE OF SPACE, 2. ACCESSIBLE HANDICAP SYMBOL MAY ALSO REFLECT M.U.T.C.D. SIGNAGE D9®5 AS AN ALTERNATE. SIZE SHALL BE 4' x 4'. 3. AN ADDITIONAL SUB --PLATE MAY BE INSTALLED FOR " VAN ACCESSIBLE" E" WHEN APPROPRIATE, ALTERNATE.. SIZE SHALL BE V x 4'. DOYNWN BEACH ENGINEERING DIPISION CONSTRUCTION STANDARDS & DETAIIS 08/02 aI�aIT RrA. HANDICAP ACCESSIBLE SIGNAGE DWG. 02 G--9 /'��`'\ . /- rte,\moi;\�•j%\\ CONC. .\ /\ / EX#STING GROUND SPECIFICATIONS - PAVING AND DRAINAGE BASE \� REMAINING BACKFILL, BASE AND SURFACE Lci p 24' I (MIN.) 8" THICK BASEROCK COMPACTED " ROADWAY MATERIAL TO BE PLACED AND COMPACTED IN TWO EQUAL LIFTS TO 9$% OFF CURB FOR GREATER AWARENESS TO FIRE LANE 'NO PARKING' SIGN 3'-O.C. ---- -. OPTION ON WALL Lo rlCD TO 98% MAXIMUM DRY DENSITY MI PER APPROPRIATE SPECIFICATIONS OR / MINIMUM s5q PER AasHTaT-iso. 1. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION, ALL VEGETATION AND Z CONCRETE 12" STOP BAR "NO PARKING" co 6" MAX. SIZE, 90% DENSITY IS REQUIRED FOR WALKS ROOT MATERIAL SHALL BE REMOVED. NONE 98% MAX. DRY DENSITY PER ^ 0 STOP 3�H LANE\ (MIN. NON -TRAFFIC AREAS OUTSIDE OF ROAD RIGHT-aF-WAYS). 2. GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE CONSTRUCTION AREA ONE FOOT BELOW THE SUBGRADE INV] I FIRE z 4' SOLD YELLOW LINE (SEE NOTE 4) 12- 2'24'NOTES: ` r �C NOTES: 1. THE "NO PARKING" SIGN, SHALL BE 12" x 18" MINIMUM, LETTERING NOT LESS THAN 2" IN HEIGHT OR MORE THAN 3'. W 2. SIGN MESSAGE SHALL STATE: "NO STOPPING, STANDING OR PARKING BY ORDER HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREA. EXTENDING aRlzo OF THE FIRE MARSHALL" LETTERING SHALL BE RED ON WHITE BACKGROUND, 3. WORD AND SYMBOL MARKINGS ON PAVEMENT SHALL BE WHITE, WITH 6" WIDE GRANULAR BACKFILL PLACED AND 3. HARDPAN - IF HARDPAN IS ENCOUNTERED IN THE ROADSIDE SWALE, IT WILL BE REMOVED Z SHALL BE PAINTED SOLID YELLOW IN LIEU OF LINE STRIPE. 1'- BOYNTON BEACH ENGINEERING DIVMON CONSTRUCTION STANDARDS & DETAILS < z OF. DATE f \ \ \ 32" _ / COMPACTED To MINIMUM s$% . MAXIMUM DENSITY. ?Eft A,ASHTO T -i86. Z TO A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR f Mp \ \X\ o Q chi. -j \ MA /r 2" MAX. SIZE. MATERIAL. 41 MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD RIGHTS OF WAY, r /�.........\� ......'.'..1 ............. .. ... ..............' ' BEDDING MATERIAL � MINIMUM 9$% COMPACTION. THEY WILL BE REMOVED COMPLETELY FROM THE AREA OF CONSTRUCTION TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR „�\.......: .:................ PER AASHTOT-180. MATERIAL. S. iT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE EXACT LOCATIONS OF ALL NOTES: EXISTING UNDERGROUND UTILITIES, WHETHER SHOWN OR NOT, PRIOR TO CONSTRUCTION. NOTIFY ALL UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 1. BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED 6. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING AREAS UMEROCK 3/13"-7/8" SIZING, ONLY AT THE DIRECTION OF THE UTILITIES DIRECTOR. UNSUITABLE IN-SITU MATERIALS SUCH As MUCK, DEBRIS AND LARGER ROCKS HAL B 1 THED.O.T.T N 12 SHALL E DEFINED N FLORIDA fl.0 SEG 10 5-8 PIPELINE SHALL BE REMOVED. BACKFILL SHALL BE PLACED IN TWELVE INCH LIFTS AND COMPACTED TO 98% OF THE 2. THE PIPIT; SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. STANDARD PROCTOR (AA.S.H.T.O.) T-180 SPECIFICATIONS. 3.- THE PIPE SHALL BE PLACED IN A DRY TRENCH. 7. SEQUENCE OF CONSTRUCTION - SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL BACKFILL SHALL BE FREE of UNSUITABLE MATERIAL SUCH As LARGE ROCK, MULCH UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO ROADWAY CONSTRUCTION. AND DEBRIS. 5. DENSITY TESTS ARE REQUIRED IN 1 FOOT LIS=TS ABOVE THE PIPE AT INTERVALS 8. INLETS - ALL INLETS SHALL BE THE TYPE DESIGNATED ON THE PLANS, AND SHALL BE OF r� MAXIMUM. CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA D.O.T. SPECIFICATIONS, SECTION 425.9. 6. THE DEVELOPER/CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE TRENCH SAFETY LAWS AND REGULATIONS. - %. F V 4 _ S._C SEPERATE i7ETAll, t7R PAVEMENT REPLACEMENT PIPE INSTALLATION UNDER 9. - ALUMINUM PIPE (C.AL.P.) THE PIPE SHALL CONFORM WITH THE EX'STINGROADWAY - OPEN CUT." ,CORRUGATED REQUIREMENTS OF THE A.A.S.H.T.O. M-196, AND WITH THE FLORIDA D.O.T. SPECIFICATIONS, 8, THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AS REQUIRED. SECTION 945-1. ALUMINUM PIPE TO BE HELICAL (SPIRAL FLOW). 10. REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS OF CLASS III OF A.S.T.M. C-76 AND WITH THE FLORIDA D.O.T. SPECIFICATIONS, SECTION 941. "�' 9 Y CAL T E N C DETAIL 11. SUBGRADE - ALL MUCK, STUMP ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE PREPARATIONS OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE 4" THICK CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET (10') BEYOND THE PROPOSED 2'-0„ l CONCRETE COLLAR EDGE OF PAVEMENT. SUBGRADE SHALL BE COMPACTED TO 98% MAXIMUM DRY DENSITY -- --'° A.A.S.H.T.O. T-180 LATEST REVISION SPECIFICATIONS. WHERE STABILIZATION IS REQUIRED ,..<•<.., IT SHALL MEET THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION :r STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 160. 'a` ""' n� DENSITY TESTS OF COMPACTED SUBGRADE SHALL BE TAKEN AT A MINIMUM OF 1 TEST FOR EVERY 400 FT OF LANE WITH TESTS ON ADJACENT LANES AT STAGGERED LOCATIONS. 12. BASEROCK - BASEROCK MATERIAL SHALL CONFORM WITH THE REQUIREMENTS OF THE "" :; •: ' ' : "' FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND HANDICAP SIGN AND LOGO (TYP.) BRIDGE CONSTRUCTION, SECTION 911 (LIMEROCK) OR SECTION 913A (SHELL -ROCK CONTRACTOR TO LEAVE RISER 18" ABOVE MATERIAL). BASE SHALL BE COMPACTED TO A DENSITY NO LESS THAN 98% OF MAXIMUM --~ Z FINISHED GRADE DURING CONSTRUCTION PERIOD AFTER FINAL GRADING, RISER DRY DENSITY AS DETERMINED BYA.A.S.H.T.O. T-180, LATEST REVISION. CONTRACTOR D , SHALL BE OUT AND DRAIN INSTALLED AND SHALL NOTIFY ENGINEER IF BASEROCK SUBSTITUTE, OTHER THAN THE ABOVE -NOTED, IS E 5 DETECTABLE WAR KING ADJUSTED TO FINAL GRADE. PROPOSED. CONTRACTOR SHALL SUBMIT TEST REPORTS SHOWING GRADATION, PER FDOT INDEX 304 NYLOPI.AST 12" INLINE DRAIN CARBONATE CONTENT, PLASTICITY INDEX AND LIMEROCK BEARING RATIO OF PROPOSED W/CAST IRON GRATE SUBSTITUTE. TEST REPORTS SUBMITTED FOR SUBSTITUTE REVIEW SHALL NOT BE MORE < � Z CONCRETE COLLAR REQUIRED IN GRASSED AREAS THAN TWO (2) WEEKS OLD. ENGINEER MAY REQUIRE ADDITIONAL LAYER THICKNESS OF SUBSTITUTE. CONTRACTOR SHALL PROVIDE ADDITIONAL LAYER THICKNESS AT NO EXTRA ` COST TO OWNER. 21 13. PRIME COAT - BITUMINOUS PRIME COAT SHALL CONFORM WITH THE REQUIREMENTS OF -"a 8" P.V.C. CLEANOUT RISER THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 300, AND SHALL BE APPLIED AT THE RATE OF 0.10 Z P.V.C. STORM DRAIN - GALLONS PER SQUARE YARD, SEE PLAN FOR SIZE 14. TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND 18'5' BRIDGE CONSTRUCTION, SECTION 300, AND SHALL BE APPLIED AT THE RATE OF 0,05 GALLONS PER SQUARE YARD. 15. SURFACE COURSE - TYPE'S' ASPHALTIC CONCRETE SURFACE COURSE SHALL CONFORM WHEELSTOP io�-�q YARD DRAIN DETAIL WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, SECTIONS 331 AND 332, THE MINIMUM COMPACTED THICKNESS TO BE AS NO SCALE NOTED ON PLANS. 5' CONC. SIDEWALK 16. CONCRETE - ALL CONCRETE SHALL DEVELOP 2500 P.S.I. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM STRIPE SAWCUT AND REMOVE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR EXISTING ASPHALT ROAD AND BRIDGE CONSTRUCTION, SECTION 347, CLASS I CONCRETE USED AS PAVING NEW ASPHALT 12 EXISTING ASPHALT `�� SHALL DEVELOP 3000 P.S.I. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. CONCRETE CURBING SHALL CONFORM WITH THE FLORIDA D.O.T. SPECIFICATIONS, SECTION 520. i� MISS"� �" 17. REGULATIONS - ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT PALM NEW BASE- EXISTING BASE BEACH COUNTY UNIFIED LAND DEVELOPMENT CODE AND THE CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE j NEW SUBGRADE EXISTING SUBGRADE CONSTRUCTION, AND ALL ADDENDA TO THE ABOVE REGULATIONS AND THEIR LATEST REVISIONS THERETO SHALL GOVERN. Q PARKING STALL D ETAi L CLEAN EDGE WHERE NEW BASE 18. ELEVATIONS -ALL ELEVATIONS REFER TO N.G.V.D., 29. NO SCALE MEETS EXISTING BASE 19. AS-BUILTS - THE CONTRACTOR SHALL COMPLE E AS -BUILT" INFORMATION RELATIVE TO LOCATION OF THE INLETS AND MANHOLES AS WELL AS INVERTS AND RIM ELEVATIONS, ASPHALT JOINT DETAIL 20. GUARANTY - ALL MATERIAL AND EQUIPMENT TO BE FURNISHED AND/OR INSTALLED BY THE LAN TYPE WEARING SURFACE BASE INV] FIRE W Lci p 24' I (MIN.) 8" THICK BASEROCK COMPACTED " ROADWAY 2' SH' LINES ( W) IN TWO EQUAL LIFTS TO 9$% OFF CURB FOR GREATER AWARENESS TO FIRE LANE 'NO PARKING' SIGN 3'-O.C. ---- -. OPTION ON WALL Lo rlCD TO 98% MAXIMUM DRY DENSITY 4' OR COLUMN. 4" LANE STRIPE Q Z CONCRETE 12" STOP BAR "NO PARKING" co SIGN (SEE NOTE) WALKS ,n ,Yn '• 7 z x NONE 98% MAX. DRY DENSITY PER ^ 0 STOP 3�H LANE\ SIGN Z/! INV] I FIRE z 4' SOLD YELLOW LINE (SEE NOTE 4) 12- 2'24'NOTES: ` 24- �C NOTES: 1. THE "NO PARKING" SIGN, SHALL BE 12" x 18" MINIMUM, LETTERING NOT LESS THAN 2" IN HEIGHT OR MORE THAN 3'. W 2. SIGN MESSAGE SHALL STATE: "NO STOPPING, STANDING OR PARKING BY ORDER Q OF THE FIRE MARSHALL" LETTERING SHALL BE RED ON WHITE BACKGROUND, 3. WORD AND SYMBOL MARKINGS ON PAVEMENT SHALL BE WHITE, WITH 6" WIDE LETTERING. Q 4. IF CONCRETE CURB SEPARATES RAISED SIDEWALK FROM FIRE LANE, THEN CURB Z SHALL BE PAINTED SOLID YELLOW IN LIEU OF LINE STRIPE. 1'- BOYNTON BEACH ENGINEERING DIVMON CONSTRUCTION STANDARDS & DETAILS < z OF. DATE CRtTERW.DWG REV: cA10fa FIRE LANE MARKINGS/A2 W DWG. 1313, Z G--.10 NO SCALE S„ 2„R 21. GQ � WEARING SURFACE - BASE 22. . a 23. NOTE: SAWCUTS REQUIRED AT 10' CENTERS 24. TYPED' CURB NO SCALE CONTRACTOR UNDER TH€S CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE THEREOF, AGAINST DEFECTIVE MATERIALS, DESIGN AND WORKMANSHIP. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE GUARANTEED EQUIPMENT OR MATERIALS, DURING THE GUARANTY PERIOD, THE AFFECTED PART, PARTS, OR MATERIALS SHALL BE REPLACED PROMPTLY WITH NEW PARTS OR MATERIALS BY THE CONTRACTOR, AT NO EXPENSE TO THE OWNER. IN THE EVENT THE CONTRACTOR FAILS TO MAKE THE NECESSARY REPLACEMENT OR REPAIRS WITHIN SEVEN DAYS AFTER NOTIFICATION BY THE OWNER, THE OWNER MAY ACCOMPLISH THE WORK AT THE EXPENSE OF THE CONTRACTOR. WHERE CONNECTIONS TO AN EXISTING DRAINAGE SYSTEM ARE PROPOSED, SAID EXISTING DRAINAGE STRUCTURES AND LINES SHALL BE CLEANED OF ALL SILT AND OTHER DEBRIS PRIOR TO SAID CONNECTIONS BEING MADE, AND WHERE THE EXISTING DRAINAGE SYSTEM INCLUDES DITCHES, SAID DITCHES SHALL BE CLEARED AND REWORKED, AS NECESSARY, TO RESTORE THEM TO AN APPROVED DESIGN SECTION. ALL MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND PALM BEACH COUNTY, FLORIDA ENGINEERING DEPARTMENT DRAWING T -P-13. WHERE A MODIFIED OR STANDARD PROCTOR IS REQUIRED ON MATERIAL THAT REQUIRES COMPACTION TO A SPECIFIED LIMIT, A PROCTOR MUST BE DONE FOR EACH TYPE OR CLASSIFICATION OF MATERIAL TO BE UTILIZED. ALL DRAINAGE SYSTEMS SHALL BE PUMPED DOWN TO BELOW ONE-THIRD OF THE DIAMETER OF,THE PIPE (FROM THE INVERT) AND LAMPED AS A REQUIREMENT OF THE FINAL DRAINAGE INSPECTION. PAVING SPECIFICATIONS TYPE WEARING SURFACE BASE SUB -GRADE W 1-112" THICK TYPE S-111 I I 8" THICK BASEROCK COMPACTED 12" THIOK COMPACTED TO ROADWAY ASPHALTIC SURFACE COURSE IN TWO EQUAL LIFTS TO 9$% 98% MAX. DRY DENSITY PER IN TWO LIFTS TO 98% MAXIMUM DRY DENSITY A.A.S.H.T.O. T-180 PER A.A.S.H.T.O. T-180 Z CONCRETE 4" THICK CONCRETE (3000 P.S.I.) 4" THICK COMPACTED TO WALKS NONE 98% MAX. DRY DENSITY PER ^ A.A.S. H.T.O. T-180 z I•- In O O c=n N N m Z Z w� - ° m �Q Z W Q w VcL OON W 0 0 0 _j LLIobcNP�.II1. Lu ■ 050 L m = 1� © o U .I • (0("0 j O W4 i -m W cc o PLL � 5 � J e � O CL � N LL � OU) W 4t Lf} I� is w Z LL7 JOBNO. 1667 SHEET NO OF W_ 0 W VJ a Z Z Vj f�.,I ^ Z/! z Q_ �C V W Q OC Q Z O 1'- < z 0 W o Z o Q chi. -j ,.W.I W 0 © Q_ JOBNO. 1667 SHEET NO OF r R A r�_j E M E N T P;' A N Column CA _ I 32'-0” 15-8 18'-4• 20'-8" .. _ _ _ 1 -- - -�._�— 34'-11" Column CA i• Column CA Column Cil --�� Column CSL � � - � Column ;A Column CSL -� -� Column CA J1 — J3 J5 J7 K4 K3 K2 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1A K1A K1A o K1A K1A K1 .' Kt a: K1 K1 K1 K1 K1 K1 Ki N K1 K2 K3 K4 J7 J5 J3 J1 V 9 ALL WALLS SHOWN 0!1\ ji-?iS i_r.v')!J%T ARE TO BE LOAD BEARING PER PLAN I TRUSS BEARING HEIGHT SCHEDU'_E_- APPROVED TRUSS ANCHOR BY BUILDER _ 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT CANTILEVER STANDARD HEEL. HEIGHT I 12 rHANGL 0 BE USED (Simpson) o _( sp) A ►US2 -�O HUS26 # (0 HGI�26-2 O THDH26-2 f U HGUS 28-2 I J 1-HDH28 --- 2 ( OF I IGUS28-3 (E) T HDH2.8-3 I I 0 ('0JR SIINAV iii_ Y'rii__ A,I KNO'V4` F_DvE: 1) AUT-fORIZATIOI FOR FADRCATION. °- 2) VERIFICATION OF ALL DIMENSIONS, CONDI TIONS, st ucturzli — AND TRUSSES. TRUSSES WILL BE MADLY IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB -91 Summary Sheet j I COMMENTARY and RECOMMENDATIONS for HANDLING, Tai I I INSTALLING & BRACING IAETAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES Or ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY -TRUSS Pk_ANT Mi�dG;;riT. Utl { SIGNED —..- ---------_— —-------_ _ I TITLE ;�II e csrk. l;;c b CC 1 as C f 8 0Y!Itori _- --- DATE All spccing is 24" O.C., except as noted. All walls shown are gearing, except as noted. Ali valleys calculated with sheathing under. Number a; girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OsEICE. Labeling trusses is a service, not a requirement. Engineered ldrawings supercede labeling of trusses. It is the responsibility of the builder to utilize engil eered drowings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER,: `NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADiACE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOIN'3 DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPL;UATIONS SEE "HIB -91I Sunmary Sheet COMMENTARY i onU RECOMMENDATIONS ^'r HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED i WOOD TRUSSES" (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS .APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FORREACTIONS UNDER 5000 POUNDS, FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED, CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. ASCE7-10 WIND and GRAVITY CRITERIA %- n Category : C Bldg Category . 2 Wind Design Velocity : 1 aMPH IExposure Imp. factor ; 1.00 And Load Duration Factor : 1.33 Mean Roof Height : 2O'_ft. J.C. BANKS Struct Ena 06544 2590 N. KWS HIGHWAY FT. PIERCE, FL 34951=L7 464-4160 R E 02/01/16 — SUbbmitile for permit — bfm _ 1 _ . 02/231/116 re-vsuibbmitt'e for Permit — bfm Trusses shown on this layout are a component art (0 B S of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer.��TT (772) 464-4160 Lateral bracing shown on the individual truss drings I /��A`C Aust be placed during the erection procedure. I I. v ! 2590 N. Kings Highway Fort Pierce, R 34951 �----_-___ JOB NO.. 7611 ,CUSTOMER: _ MORGI",, GROUP LOT: tel. Al _—_IDEscrPTION: ADDRESS: 7592 H1("' RIDGE RD. E WO[� T -' K `S i %_ � (I �, 0 _ _____[1_AK _ CITY: BOYNTON BEA i SCALE:� 1,/8„,x'_01 OR. 1?': _ i OR.AM BY: �I_DRAWNG NUMBER: 01/2,5)/116 1 _ I 7671 L sots wooms■■woomll■■solos soriff ANNINEf 001000 f 00010010tummon■ a fi o f 010MM f ■siomm#■Moms ■■i!N W womon--onom 01 OVERALL PARTIAL SITE PLAN SCALE: I"= 20'-0" co C at U TRUE NORTH HYPOLUXO 0 W CD 0 W 95 —I — — —_ EXIT NO. 45 I RD LOCATION MAP FIRE DEPARTMENT NOTICE: FENCES This fence shall not impede access to any Fire Department connections, fire hydrants roads or entry points. - 77 �++�4 Per�it No. I WE ProceSsea 1 t ' All work invoiced on this Pe't shall conform with all h-- _: a..-+, € o nh AuildinCodes �I Uliti�iUlilfrfl�lifTtlr�i��a��U111R'$'('!(,i1,J�J'II I�f��°null iuntiu; �j AREA OF FL _ WORK KEY PLAN Cn 1— Z W copyright 2015 THE CONTENTS OF THESE DOCUMENTS, t +� INCLUSIVE OF THE DESIGN ARE u COPYRIGHTED AND PROPRIETARY. THE ARCHITECT SHALL USE ALL LEGAL AVENUES AVAILABLE TO PROTECT SAID COPYRIGHT. (\,,,/j Q ANY USE NOT AUTHORIZED IN WRITING BY THE ARCHITECT IS PROHIBITED. Z TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH 0 THE MINIMUM BUILDING,�QzDP ¢ p r-' Rr SfR OCo� a Rene Tercllia AIA7 REFP 7 © 2015 HARVARD JOLLY, INC. L O U GLI O L LO O 00 D F_ LL L`I/) r M M LL LL WTL D Q W DO F- o_ LU o V 1-- � Q ryY >z Q d Q l— in O C). to r- 0 0 00 o O Q m� �rn0 O r9 E I N, 1,- C6 O ltd M 1 i L? t-� ON0 7. r vr �(p o (6 C, "� U � � mM� - M �N "2 4) r,- a-0C''>w rn v�; LL LL O ° ° X00 cu CL (D 0 � Cu o 2 z C9 v, m E �U( .F+ (LS L }+ cu ` A LL-�Od-U)i-- Q Cn 1— Z W copyright 2015 THE CONTENTS OF THESE DOCUMENTS, t +� INCLUSIVE OF THE DESIGN ARE u COPYRIGHTED AND PROPRIETARY. THE ARCHITECT SHALL USE ALL LEGAL AVENUES AVAILABLE TO PROTECT SAID COPYRIGHT. (\,,,/j Q ANY USE NOT AUTHORIZED IN WRITING BY THE ARCHITECT IS PROHIBITED. Z TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH 0 THE MINIMUM BUILDING,�QzDP ¢ p r-' Rr SfR OCo� a Rene Tercllia AIA7 REFP 7 © 2015 HARVARD JOLLY, INC. L O U GLI O O Gil r—� O Q"� CCS Comm. No: 15093.00 Date: 09-15-15 Drawn: TC Revised: �11-11-15 3 BLDG. DPT. 2-29-16 OWNER 7�6-10-16 o«TNER Cn 1— Z W copyright 2015 THE CONTENTS OF THESE DOCUMENTS, t +� INCLUSIVE OF THE DESIGN ARE u COPYRIGHTED AND PROPRIETARY. THE ARCHITECT SHALL USE ALL LEGAL AVENUES AVAILABLE TO PROTECT SAID COPYRIGHT. (\,,,/j Q ANY USE NOT AUTHORIZED IN WRITING BY THE ARCHITECT IS PROHIBITED. Z TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH 0 THE MINIMUM BUILDING,�QzDP ¢ p r-' Rr SfR OCo� a Rene Tercllia AIA7 REFP 7 © 2015 HARVARD JOLLY, INC. L O U GLI HYPOLUXO 71 S7 S I ( EXIT ' z I 1 N0.45 RD o E NNHILL DR I w E!' q3 li z > // VARIES T[lM-A-TIiE RD I92 EXIST i - i 11 ? EXIST ? II ? '? \'%3 a o� ? ? (?? F.F.E. = 30.25 /�, t,� ��, I NTRY LM {{_ r,/; 29.75 29.65 SLOPE TO MEET EXISTING I{ BUILDING EX(ST I COURT III III \ ___ __ _ 2._G' -- DO NOT EXCEED 4:1 (H:V) � O��t4 4 { IN=� PT W ,r F. F.E. = 31.4 I ? PLAYGROUND i? { ? ?I , -- - - -�- _ ff (TYP.) � Cie DETAIL L A ff YD ? i i ?? ? 1 11 jDG o { RIHUR CT t I ! I.VIi I F AMIh�] :! I 1 li E11b ° �. ,...� �... �......�..L.....� �.. ,....I. .�. { SECTION A -A -„ ' CUMMERCE RD 9S � S - - - - - - - _ _ - ? I,1 ! EI N.T.S. MILER RD MINEK 0 I J ^ ?? ? U`'°AEXIaw "'"�" ""^ j �,g NE I / a° i MEET EXIST_ SIDEWALK Ill 111 � MATCH EXIST. CURB AND GRADE AV ,� rt �N�( m h p• i i �a I TYPE'1j j \ REMOVE EXISTING TYPE D CURB AND SIDEWALK INDUSTRIAL WY a a a j j HANDICAP SIGN O e rPAVING PEi#ICT#OPJc� s e a j AND LOGO a' a CURB ?) CONSTRUCT HANDICAP P-sRK#Ni'r SPACE (SSE ; is "� FINISHED PAVEMENT SLOPE SHALL NOT EXICEED 2% N ANY DIRECTION. � gyp" ,` �A 50'-12" HDPE @ 0.50% + x�° a I ? it \LOCATION MAP 1� � 30'- 1 ; b1x�pY I# vp x� x"p� X"100'-12" HDPE @ 0.50% ? 0 ? SEE ASPHALT ,COIN ; DcTAIL (SHEET CS) it @ 0.50 _( 30.90 30.90 { !? 1 7 PLAYGROUND - x�y" a p I \ \ EXISTING DRIVE SEC. 9 Tt11%P. 45 RNG. 43 --•�� (} F.F.E. = 30.25 - mg I a . •°.. • • ? . A. . &i• .. • . • ... • : • ... • ...a.. 11 29. i� t F Q �I�rIEET EXISTING BACK OF CURB IF GRAPHIC SCALE A ■� irre raw ■� a•� wry ,airw ■wnr ■wi �* ■� INTERIM PHASE ONE MEET EXIST. ? . I I / / II __._ _.c 0 10 20 40 60 { poh XV SIDEWALK SIDEWALK ? ? L _ _ _ / - _, - 4 11 YD NO PARKING X �Nd S-2 29.65 \ LEVA N VARIES WITH ROA 0 . d p a qm o { (IN FEET} ! ^ "^0 - YD a. ...e..•••.......•:.•s •..e... a.........a•.Xgo..,. - ; a 1 . 30.a5 ? ( � E! T10 D FIRE LANE xl". 29.50 Q a I ( It \ I 1 inch = 2 ft. x" " " � x v p "$ 1 29.50 3 26.50N � a $� ; -. 18 X 24) (� S-4 YD X" f ( ? � I 12' ' a 30.15 .. 11 I SEE FIRE LANE I 26.20N 26.505 a " ? I i _� .� U.E. ; SECTION - h I ( g BMARKINGS z' If x p 29.60 '� 24.00E �� 30.23 ^p 34.05 x� ? w. �� ! t�.T.s. DETAIL, 16 23.85N i X"^h x"^' ! ) SHEET C-5 4 i, x"�2 lI 11 x"^ II 23.85E x" I1 p ® x"^y ELEMENTARY X" ! ? II/-� 31.30 I1 0" ` 100' 12" HDPE 29.65 29.65 a ? I It ? ? I� -- - - - - - ?x" ° scHool_ XY II , I► 1, _M�_ --- ! .5010 ' _ _ -� • � _.. ?? __� ` I # 1 ? ?...-. _ j._,_. j 30.75I��i`.,�.,.; _ I�. 1 ?i EXPANSION I �' � - � i i I 'III ! j''s � •.__-_ 29,75 13 087 29.65 I � xe � I i � _ _ ? ? I # S.F. 29.65 ? x" N�% I �_r ?._.. 3 E III { I (PHASE 1) I ? ► __......!\!._... ? I II ��^ll!I�C; I ? A I F t f• P. I I A^� g1�" 3(3.25 h A X ? I, ! I I kl ); �\;I,, s ,;1 Ip^0 xq0• X ^0h x'L^• ^^'l - _ - �" "^p` ! =EXIST. ■ iili )iX" i xY 1x" 6" xL0 { ) ? _ "^ f ,t I i ■ �i I 1. { k k_"- - (- ? I ■ / •` 3'L6 �....5v i I fl;=llr 't ojl, 25.48 i? _ �� S-5 YD x^ ----- I 19.98 I "h 28.25 ? 1 ? _ - - I i I DETECTABLE - - - - - ? 22.40 CORE � 0' �#2j! HDPE �x"y 23.35V1J � ^�' { I ' . i ? � II A. � �. _.. � ? 11 2' Ilii'I {� III;?!I f a67°i° ` � - 'x j , I 22.53S "^ r _-w I (I WARNING i ( __=..�_ - -- I ; I• 1 � !! rtS.$ -., _ ar.a«.u...a.u. as xm •mc.�ac -^u� q ! ' r (s 7{� _i °o _-X+y--._._ .' ec e -- _ I i' i , t `•t, , } j � 1� i l I � �" -V- -Y--- 4 ...tis; ._� _ .._ ! � 4 1 4 1 ' i ! I � (1 Z i i X29.50 I j o€ _ o f . I { 1?.. o00 4 --.-__ I; NV- h t 1 ' 1 ) I I � ! 29.70 fir_ - \' y ; #. I; lI PROPOSED PAVEMENT 30.081 ` •� 1 f TION hp - I I r._.is_-. { I 1':.2:t�# 30.' 1 i (1 REST X"^ I I I I ^� 1 30A 9;` I` i! EXIS ROA !I t t 29:80 30:2 ; ? p'' - } � ) ► III � ,�«.....��..�«,.�... � � `�� 30.23 to ? 0 II I 1� A� X"ph 29.65 I1 � x'D � _ Iy I I► '� j _ I ? X"h• h' ( SEE ARCHITECTURAL DRAWII`dGS FOR I \ x"' I 11 { 29.75 30.231MECHANICAL ENCLOSURES/SLABS (TYP.} I h_ - -? it SAWCUT EXIST. TYPE ,D; CIW'RB I1 w II 29.16 29.65 ! 29.65 I { J { ) 11 AND INSTALL 3' TRANSITION ! X ? w I 3?� 126.16410 NowX"^ xp I ja .- -- I II EXISTING ALL a6 { ? ? I I Z NVI � � 2 h 29.50 x"^66 25.66 23.25 1 1 ; _.._. w. I _ _ x pkl �I 1 �x6 j p1 Ii We 30.05 28.07 PROPOSED 5' CONC. SIDEWALK 4.87% (DO NOT EXCEED 4-99 Yo ; I I i ? " --- I, �I I? ° LEGEND �.. I (.I 14 @4.5/0 o a 29.50 a a A a N G � I I q. ! II 29.00 MEET EXISTI I I I _ ? _ ____ w I` - PC STRUCTURE NUMBER, TYPE AND I I i1 r__,I 29.32 x"^ 28.90 SIDEWALK 1 - I o( I y - i S 1 SIZE IF LARGER THAN 4. _ � ILL! I 1) Y _ 18.68 GRATE ELEVATION z I I? 15.07N INVERT AND DIRECTION ?'I 1\�- Xco�6�� 1 1 PROJECT ��•��II 11 ARE I i' 27.65 FINISHED FLOOR ELEVATION x"�'° Ix�h� 1 1 1 i< I f I i 11 1 I _ - __. w _ - - 18.70 SPOT ELEVATION r, \F \ k. ° \ x"p9° 1 1 I I I I ; YARD DRAIN IL !I x"ry°` 1 t 1 1 i }t t` a MANHOLE .� \ i O� o / ! I E I I I{ __: _T -__ '_ a x. I` .�....• SLOPE DIRECTION (B G:i.._.,..,.L O - I .. " . \ ' ; `\ - - - "`= N�,• EXISTING ELEVATION ..-..- - _ - _.._ _ \ -- _\T I._.. - _ _.,.. _ ._.... �� h" � .p� \ EXIST. SIDEWALK � \ / ^ - ;- � 1 I p`Ir I�i' = \ - -- - x" 2 PROPOSED CONCRETE SIDEWALK r { PROPOSED PAVEMENT 19 LIJ It 0 ACCESSIBLE ROUTE ! 1 I f s \ ~` I I 11 0 I FUTURE j ! ��$ EXIST - � � I�1 KEY MAP atf I CII I PARKING AREA EXIST.`ATHLETIDRAINAGE PIPE ( COMPLEX ! ? 1 �� I I _.. 1 11 I 1 - NGTES, EXISTING DUMPSTER L 1. THE PROPOSED FINISH FLOOR ELEVATION 30.25 NGVD IS ABOVE t ( + I FLOOD ELEVATION APPLICABLE .� I I1 I II _�� I I i x THE HIGHEST 100 -YEAR BASE -, 11 i? I ?E Ip 1=1 I1 II _ t ( ?� 1 1 TO THE BUILDING SITE, AS DETERMINED BY THE SFWMD'S Q0 <I r 11 I? it i N 1 =E: I1 I SURt<AC,.. WATER MANAGEMENT CONSTRUCTION _ll_ -II_ t -� t II ( DEVELOPMENT REGULATIONS. !_e \ V ,_ __�_�•___ _ f-------------_ i_---- --- --(�- �=\ - EXIST. SIDEWALK I � - - 2. THE PROPERTY IS LOCATED IN FLOOD ZONE "C" AS SHOWN ON > vrJ I I I r --�__ _ '' - - - - - - - - - - - - - COMMUNITY PANEL 120192 0195 B, MAP REVISED 10/15/82, + _ - I FLOOD INSURANCE RATE MAP AS PUBLISHED BY FEMA. � Know whai's below. I CII before you dig. x 3. THE PROPOSED FINISHED FLOOR ELEVATION IS 30.25 NGVD'29. _�_Fi.T�-E= 2.ATHLETIC COMPLEX � cz y J ; www.callsunshltt@.Com r Z H ■ h M QO C\1 N� Z' W M o m H J Q \ Z oa�Eo° ■Q oto�m= ,,� p .io J r- r \ °W�F-m 00 oY Q� \ U °� w © W to Cd Z W qp Z w s � 1667 SHEET NO. C 1 OF o z 0, Q J f,.. U) \ z 0 }--- z vJ z d U W 10 o-` z z z ~W WO \ F- > Q o Q 0 co fel. '.. � W LLI s � 1667 SHEET NO. C 1 OF E a: ai 4D cS1 LL m cc 0 0 0 U ry F - z w uJ w z Q f=- �n ry U 0 uj Q r.. co U 22 a� ,Q U a a� E co z cu n v HYPOLUXO I I i II ! II II I `' z °' `' rY 7I ST S I EXIT I I I N TO BE D.I.P. CLASS 52 CEMENT LINED UNLESS NO. 45 RD j ,..ALL WATER fiJfA[1 � FINN HILL DR 1 leI (! ;; OTHERWISE NOTED. ALL PRESSURE PIPE TO BE INSTALLED AT MIN. 36" r "!C j / ? I !F, COVER FROM FINISHED GRADE. cam' \y III !,�11 r � � z,w Q �II j� I ! II ( , I ! r / c 2. ALL SANITARY TO BE PVC SDR 26 UNLESS NOTED OTHERWISE ON PLAN. / ! I 91 EXIST EXIST EXIST i I !! / a ® ! ► I `'y COURT I rI j ,i !! - ' 3. ALL GATE VALVES ARE TO BE CONSTRUCTED COMPLETELY IN GRASSED BUILDING COURT PLAYGROUND I I I ; _~ t :I !� A >Y AREAS UNLESS SHOWN OTHERWISE ON THE PLAITS. NO GATE VALVES TOM -A-T[lE RB I Iz `� } X SHALL BE CONSTRUCTED WITHIN THE SIDEWALK OR CURB. o a �-, 0- j. ALL FIRE HYDRANTS SHALL BE CONSTRUCTED COMPLETELY IN GRASSED M-3 "�c, ( C UNI ARAB AND NO LEss THAN 4' FROM THE DRIVEwAYs. oQ�`� ow - I I N ge --- I ( - - - - - - - - 1 11.1 5. ALL'tIATER MAIN PIPE AND PIPE FITTINGS INSTALLED UNDER THIS Il I3 X.'" _,,� III I° I j PRC3�iEC T WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH EBa ( RrHu I 11 N�/� �\--- i� J'� i ' ° i � i'' I ; 1 i t SUBPARAGRAPH 62-555.320{21 }(C3}3, F.A.C., USING BLUE ASA Ro d ° PREDOMINANT COLOR TO DIFFERENTIATE DRINKING WATER FROM cIINMERCE RD 95 ° a I j a RECLAIMED OR OTHER WATER. UNDERGROUND PLASTIC PIPE WILL BE MINER Rid i1 II� - i SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE EXTERNAL r d a II, s 11 t _ - - - - - - - - E3 - - _ - % - _ -- !r 1 i( SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES !1 /� N - - J, a �PL-�►�fGROU-ND _....:....._ - � --� +°g j ( \ a _ INDUSTRIAL WY �p INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND d - - - ° ° ° 4'4 a a 1 f \E±L ' i �, UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES } a ° ° a `° \ i I ; ;� \ APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF LOCATION MAP THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE; THAT ARE LOCATED AT NO GREATER THAN 90 -DEGREE INTERVALS AROUND THE PIPE AND THAT WILL REMAIN INTACT DURING SEC. 9 TWP. 45 RNG. 43 EI I AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO ' Sa DETAIL A ! RIPE 'd�1ATER MAIN PIPE DURING INSTALLATION OF THE PIPE, THE TAPE i 1 II 3 N OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL. x !i I I I ( � � i ! :' `TO THE AXIS OF THE:, PIPE AND THAT IS LOCATED ALONG THE TOP OF THE II a 6 ° ° ° a I ( I 1 c PIPS,; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, A. ° it I \ ( \ GRAPHIC SCALE I _...- __.. l_.__.. TAPE OR PAINT WILL. BE APPLIED IN CONTINUOUS LINES ALONG EACH 10 20 40 ! it II I a I I I I I IA j ; SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVE °4 I ( I \ _ _- L_ I '? i ` 1 j i GROUND WATER MAIN PIPE. WILL BE PAINTED BLUE OR WILL BE COLOR Ij (I I EXIST. j I I I 1 I < € I! i ! i CODED OR IVtARKED LIKE UNDER�R4UND PIPE. EAC 62-555.320(21)(6)3] (IN FEET) I ! N I ELEMENTARY CONC. I I I �6 r 1 Inch = 20 ft. I i I SIDEWALK X�_ - a I rl I' 6. SANITARY LINES TO BE PRIVATELY OWNED AND MAINTAINED. II l� I SCHOOL�X2m°"1 ( '0 I; ' I j SSI FIRS: SPRINKLER DESIGN FOR CONSTRUCTION PLAN AND DETAILS. II jl I EXPANSION I 1 I I L �-' 11 "! ! i FINE SPRINKLER SYSTEM TO BE DESIGNED AND INSTALLED BY A _ _ v II II I I ° I LI 13CENSED FIRE SPRINKLER COMPANY.FIRE LINE SHALL BE CLASS 53. ,087 S.F. 8. A ER SERVICE SHALL BE POLYETHYLENE TUBING SDR 9 COPPER TUBE {PHASE1} SIZE. 9. CAUTION - NOTICE TO CONTRACTOR �i ,, ►I I �_ .__._ _. _ _ XIST 4 FIRE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ! I ( SERI/IC j AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, j ii I! I I i I WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE �d II II C I EXIST 2" W R j INFORMA T ION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. ;SERVICEI I� THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT if II C I _ I� _ _ i I ' i LEAST 48 HOURS BEFORE ANY EXCAVATION OR ORDERING OF MATERIALS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE i!I I1 I I I I, I I I RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS r...I'fO�dN S ON THE E PLANS. II it I I I I I I I' III ! r , II Nt/ II ( I I I I I I II I ! l/ i EXISTING ELEMENTARY BUILDING I � I EXIST. 6" W. VI.r- 1 II SERVICE TO FUTURE PHASE 2 i I I 1 (_74ANUFACTURER E HYDRANT I! I 5'-6" SDR -26 @ 2.0% � �NEW FIRS, i SIG ELOCK �I it i I; I II C.O. 1 C.O.C44 � I I °° I I I � � r - I it II TOP EL. 29.65 G.O. 2 TOP EL. 27.50 {t MEET EXIST. GRADE) I mo_ _ ly !! I i 1 PER BOYNTON Br_ EACH I STDS.) !' Ij INV. EL. 25.65 TOP EL. 29.0 (t) INV. EL. 23.41 I I I I jj Xtiy� i1 I i ""'`\� ( �S` DOUBLE STRAP SERV. TAP WI CO S O ! INV. EL. 25.55 C.O. 6 I - - -� I I 1 i \P1�CX. LIMITS .1� I ( "- - JI PAaEI`,TiCURB -1 i ! 1" METER ! PROPOSED; I t i iI 15'-6" SDR -26 @ 2.0% (t MEET EXIST. GRADE) TOP EL. 27.00 I I RESTORATION � W/ 1" RPZ C FENCE INV. EL. 20.14 8'-6" SDR -26 @ 2.0% i {TYP.) t_"-5 2" P.E. SERV. JNV_l 40-6„ SDR -26 @ 4.9% MIN. 65'-6„ SDR -26 0 4.9% MIN. 0 S, LINE NE �) II I 1'ZA \ C.O.3 C.O. 5 rt tr � r ° TOP EL. 29.65 TOP EL. 27.00 (±MEET EXIST. GRADE) I 1 - i___. 6X4 REDUCER I 2' P.E. SERV. x C I� �� C t ! ?' fps' a 6X6 TEE ; r r l .' 6" G.V. 4" G.V. {POINT OF SERVICE) Au -II II INV. EL. 25.25 INV. EL. 23.25 I I I i 1 I I I\ I 1 - Ij 4 rr 'o a 4 -9Q BEND _ ! 4"X 4" TEE ,,�' 4' FIRE LINE 65,-6" SDR -26 @ 6.1% I I !I ��- { .�.. 53, CEMENT -LINED D.I.P.} (I /I I I L.....__.. _ �_.. __I i! ; DISCONNECT' EXIST. F.I I. I I {) ! REM XIST. 6 W� M, -�' a a 5 4„ DOUBLE DETECTOR I ? I " -j _ _ i I 1 I II INSTALL 6 G.V. 22.5 BEND � � i I I AND N W D.I.P_ W,M. i ! FDC CHECK ASSEMBLY I ®! --._.._......__-- MEET EXIST. GRADE) TOP EL. 22.00 IXti°iXv1 I _ _ , i I I Ii i F I - s i COVERED r INV. EL. 17,74 I ; __ �._ / ', PROPOSED MH CITY POINT OF SERVICE 1 I ( I : ; !I UTILITY - - WALKWAY \ \ EXIST. F. \ 2Q.4$ I I I I I I I I ;._€ (j ! I EASEMENT I / (TYP.) �- I I 1( I; i ! AfR91195 �c�aR��eae�tasere��ts r�" Noma ■1is iIIilY As \ ( - P \ REPLACE EXISTING 5 CONC. �_ _ .: _ ___ . 1 j , I . .-. .-. ._._ .� ..emm.mn \ \ O \ .z 14.62 SE 25'-6" SDR -26 I 1 I I I I } 00\ __�i - / - I \ SIDEWALK AS NECESSARY I ,�.�.... .. \ -fA \ tEN ORE ! I G_G L \ _ c \ 15.6Q W LIMITS SHOWN MAY NOT @ 6.4% I ( I ! ! cG o r �' BTM 2" WATER = 26.75 \ TRY __ _ ,REPRESENT ACTUAL AREA TO 1 t ,< p„ FORM 1 I I 1 I I i t G GGG 4 �P 12 HDPE = 25.QQ \ \ BE DISTURBED / I ! 1 1 11 I i o °p` ° s _ - - _\ INVERT „ - - ; _ - - - __ - - ! EXIST 8 W.M. \ \ / G P 12 HDPE - 2 �s BTM 4" FIRE 26.75 r I `f --- _ _ _ ----- --------------- _ - - / p GG TO - 4.97 7I i jv <y I -``�' >l� ` °BGG r ..�. „.,_. - ....... _.,... .,...' 00 - �... ...... T_ ..-..-...... ....- -... �,.-� { ` � � \ - \ / .- - f � I I �� I � I( ,f4t} r - I�_� 1 J�pG L_ \ _ ._... _ . _:___w \I I -_- - -II \ \! ter- _ - _ i \ - - J I 1I ---,r(� j�auar�oo�arrren■aenas�marma�era�®■■��■. rrr��r�e■ \ FF �.-,. \ \ v \!I C Ex1sT. �H /Il i 1 �� ----- 1 ,�..■ \ I I - \ \ \ I� / ! - - ■■ice! ■�®�■ \V A I`e J:� I J� / I �� ji I I I- j \ - _.... EXIST. WATER SERVICE \ \ \ \ l I _ -1- - I - 11 _ L j AVAILABLE FOR FUTURE I �� \' %' (� I ii I 1 �� i I I ATHLETIC COMPLEX BUILDING '� \ �� EXIST 8" W.hh. \ - - _s - - I { II I EXISTING ! T I FUTURE - - _ _ __ _ _ _ - - - ISI �\ �'°� - -- . - DUMPSTER I IENCLOSURE 1 j r _._ ATHLETIC I `� -� /sra,�, _-- A-1-' I SEE PLUMBING/FIRE SPRINKLER COMPLEX =-=� , _ ___ _ _- \ _ I -1---\__ ' ___ _ �_....._._....--- I I / r !\I I i i ] PLANS FOR CONTINUATION -EXIST $ N 1 I I js I I '" o 1r t I 1. ; DETAIL A 's i % f I i i I f\` 1 I I /\� p I $ / i\ i 1 j / ) I Il II�IST.ANITARY SEitVIC 1 j �I II i SCALE: 1" = 5' €r Il II;,--�-'X�AILAb'LE FCIR FUTWRE I r j L I _ f \ II f 11 )) I ETIC COIPLEXUiLDI�ATIHLG I #I II IIIti \ !I ;, CONTRACTOR SHALL PROVIn E BOLLAR®S PER CITY OF BOYNTON BEACH UTILITIES STANDARD DETAIL G-16 IF 5` CLEARANCE FROM I- - - - - ; HYDRANT TO BACK OF CURB CANNOT BE MAINTAINED. \- i -- ------I--------- --- r l I I r -I, - LJ I FUTURE ATHLETIC COIVIPLEX z (,o9- co 00 �, z N `0 N it M 0\ ° °° 0�, X z (1) w uj O0N0 �131 9TJUL ■ a ©� 110 W U)� zw J 0W �m `u0 >w� F-W� co IZ Q X r LL tI' U U) co to K W pp w JOB NO. 1667 SHEET NO. C2 OF J V_ OW 0(/) 0z n zz � 0 Q V / z Qz ry X W U w 0 F=`-�[L' Q Q Oz W W vW O a Q w � W W Q J --� W (1)a o JOB NO. 1667 SHEET NO. C2 OF L_J I P 758 SF = 38 OCC. S 43(342) FE( 20 NSFIOCC. 8.6"(68.5") 1 _ _ 1�0 38(170)�\LD - 7.6"(34") 102 I ti Ov 00 _ j I iLi z 002 D UD o W 0\7> I LI T-3" L Ii 101 1 LL L ��D P L 7.8'(X') 20 NSF/OCC. r �I 001A FERC F P 001- L 39(342) _102A � I �0 S� 1 7.8"(68.5) TRAVEL DISTANCE: 85'-10" L J 806 SFS = 41 OCC. 20 NSF/OCC. - P 41(170) 8.2"(34") 100 �> 100 0 ennnnnnm mmm�nnnnn Pe tmiit REM EO BY E 1 StrUoural- I I 771 SF = 39 OCC. 20 NSF/OCC. P Electil TP 'iumbing 104 iechanical 39(170) LLQ L L�.8"(34") t Forester � �----_-i -ire Police h s I All rY 'rrrve;v: c, or oomiiic,ti,alis c 7nforin %pAh all I 003A 100 SF = I OCC. 100 GSF/OCC. 003 834 SF = 42 OCC. 20 NSF/OCC. 768 SF 20 NSF/OCC. 39 OCC. I P � 77 39(170) 7.8"(34") 103 002A Fi 002B r I II NOTE: • EXTENDED LEARNING AREA 003 INTENDED FOR GROUP LEARNING ACTIVITIES FOR STUDENTS ALREADY IN THIS BUILDING -1 847 SF 20 NSF/OCC. 43 OCC. LJd �LJ 42(170) 42(170) 8.6"(34") 8.4"(34") P P -�JL i . C 8 L LL I I 771 SF = 39 OCC. 20 NSF/OCC. P L TP 42 OCC. 104 I II 1 821 SF �4 20 NSF/OCC. 42 OCC. P 39(170) LLQ L L�.8"(34") L 42(170) 8.4"(34") -1 847 SF 20 NSF/OCC. 43 OCC. LJd �LJ 42(170) 42(170) 8.6"(34") 8.4"(34") P P -�JL i . C 8 F_ I I ( I I I 771 SF = 39 OCC. 20 NSF/OCC. P L TP 42 OCC. F_ I I I� I II 1 821 SF �4 20 NSF/OCC. 42 OCC. P 39(170) LLQ L L�.8"(34") L 42(170) 8.4"(34") L L 42(170) L4A.4 (34") LLL 105 L`'-J L -P -i L J L J F_ I I ( I 001 L 830 SF 20 NSF/OCC- 42 OCC. F_ I I I� III I `105A �I L Lt7 L� L� 01 L L L L � L ��1 106 _ l -y --y L � L E-�_ I L L 108 L-4_J� 42(170) L LL 8.4"(34") 824 SF 810 SF 20 NSF/OCC. 42 OCC. ( _ n 20 NSF/OCC 41 OCC. P III I I it I III L 004 MAXIMUM TRAVEL DISTANCE: 111'-5" FEC LLL LLL i i LLL - L LL LIFE SAFE 1, OCCUPANCY TYPE SHALL BE EDUCATION GROUP "E" 2. FIRE STOPPING AND DRAFT STOPPING SHALL BE PROVIDED AT ANY CONCEALED SPACE IN WHICH EXPOSED MATERIAL HAS A FLAME - SPREAD RATING LESS THAN CLASS -A. RATED ASSEMBLIES 3. FIRE RATED WALL ASSEMBLIES SHALL EXTEND FULLY FROM THE FLOOR TO THE STRUCTURE & DECK ABOVE. ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE PROTECTED PER NFPA 101, BY FIRE DAMPERS, SLEEVES OR FIRE CAULKING BY A U.L. APPROVED METHOD. 4. PROVIDE UL RATED SYSTEM AT ALL PIPE, DUCTWORK, STRUCTURAL STEEL AND METAL JOIST PENETRATION OF FIRE -RATED WALLS. 5. BUILDING EXIT DOORS REQUIRED BY CODE SHALL HAVE PANIC DEVICES AND SWING IN THE DIRECTION OF EGRESS. REQUIREMENTS 6. ALL CORRIDORS AND NORMALLY OCCUPIED ROOMS SHALL BE EQUIPPED WITH EMERGENCY LIGHTING. 7. FIRE EXTINGUISHERS SHALL BE PLACED AT INTERVAL NOT EXCEEDING A TRAVEL DISTANCE OF 76. 8. APPROVED AUTOMATIC FIRE ALARM SYSTEM WITH MANUAL OPERATION CAPABILITIES SHALL BE INCORPORATED WITHIN THE DESIGN. 9, CONTRACTOR TO PROVIDE COMPLETED CONTRACTOR'S INSTALLATION AFFIDAVIT/CERTIFICATION FORM PER THE REQUIREMENTS OF NFPA 24-95-9-2. S L F_ L �7% li•1► 1 ROOM LEGEND ROOM # III 001 CORRIDOR 830 SF 20 NSF/OCC- 42 OCC. F_ I I I� I II 1 821 SF �4 20 NSF/OCC. 42 OCC. P L LL' L 002A L L 42(170) L4A.4 (34") LLL 003 EXTENDED LEARNING AREA L'LL OFFICE 107 LLLFt7 CORRIDOR 100 109 F-ff7 F_�7 LLL LLL i i LLL - L LL LIFE SAFE 1, OCCUPANCY TYPE SHALL BE EDUCATION GROUP "E" 2. FIRE STOPPING AND DRAFT STOPPING SHALL BE PROVIDED AT ANY CONCEALED SPACE IN WHICH EXPOSED MATERIAL HAS A FLAME - SPREAD RATING LESS THAN CLASS -A. RATED ASSEMBLIES 3. FIRE RATED WALL ASSEMBLIES SHALL EXTEND FULLY FROM THE FLOOR TO THE STRUCTURE & DECK ABOVE. ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE PROTECTED PER NFPA 101, BY FIRE DAMPERS, SLEEVES OR FIRE CAULKING BY A U.L. APPROVED METHOD. 4. PROVIDE UL RATED SYSTEM AT ALL PIPE, DUCTWORK, STRUCTURAL STEEL AND METAL JOIST PENETRATION OF FIRE -RATED WALLS. 5. BUILDING EXIT DOORS REQUIRED BY CODE SHALL HAVE PANIC DEVICES AND SWING IN THE DIRECTION OF EGRESS. REQUIREMENTS 6. ALL CORRIDORS AND NORMALLY OCCUPIED ROOMS SHALL BE EQUIPPED WITH EMERGENCY LIGHTING. 7. FIRE EXTINGUISHERS SHALL BE PLACED AT INTERVAL NOT EXCEEDING A TRAVEL DISTANCE OF 76. 8. APPROVED AUTOMATIC FIRE ALARM SYSTEM WITH MANUAL OPERATION CAPABILITIES SHALL BE INCORPORATED WITHIN THE DESIGN. 9, CONTRACTOR TO PROVIDE COMPLETED CONTRACTOR'S INSTALLATION AFFIDAVIT/CERTIFICATION FORM PER THE REQUIREMENTS OF NFPA 24-95-9-2. S L F_ L �7% li•1► 1 ROOM LEGEND ROOM # ROOM NAME 001 CORRIDOR 001A GIRL'S RESTROOM 001B BOY'S RESTROOM 002 CORRIDOR 002A JANITOR 002B ELECTRICAL / DATA ROOM 003 EXTENDED LEARNING AREA 003A OFFICE 004 CORRIDOR 100 CLASSROOM 100A RESTROOM 101 CLASSROOM 101A RESTROOM 102 CLASSROOM 102A , w RE$TROQM 103 CLASSROOM 103A RESTROOM 104 CLASSROOM 105 CLASSROOM 105A RESTROOM 106 CLASSROOM 107 CLASSROOM 108 CLASSROOM 109 CLASSROOM BUILDING CODE INF DRIVIATION BASED ON FLORIDA BUILDING CODE TH EDITION (2014) CH 5 - DESIGN DATA: TYPE VB CONSTRUCTION (1) STORY SPRINKLERED T ENDED OCCUPANCY CALCULATION: N E L S: 151 CLASS x 10 CLASSROOMS =150 S: 1 / CLASS x 10 CLASSROOMS =10 WATER CLOSET TOTAL INTENDED OCCUPANTS =160 GROSS BUILDING AREA =13,059 SF OCCUPANCY: EDUCATION (E): 449 C TOTAL: 449 C CLASSROOM: 20 SF PER PERSON ACCESSORY USE: a. BU INESS: 100 SF PER PERSON 1. FRONTAGE INCREASE PER EQUATION 5-1- BUILDING ERIMETER THAT FRONTS ON PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MIN WIDTH '= 1300 FT. i TOTAL PERIMETER OF BUILDING =1395 FT. AREA INCREASE FACTOR = 68.19% 2. PER FBC 506.3 AUTOMATIC SPRINKLER SYSTEM INCR SE:1= 300% X 9,500 SF + 9,500 SF ALLOWABLE FROM TABLE 503 = 38,000 SF 3. PER EQUATION 506.3 TOTAL AREA ALLOWED PER STORY = 38,000 SF GROSS BUILDING AREA =13,059 SF CH 6 - CONSTRUCTION REQUIREMENTS: a. STRUCTURAL FRAME: 0 FIRE RATING REQUIRED b. BEARING WALLS: 0 FIRE RATING REQUIRED C. FLOOR: 0 FIRE RATING REQUIRED d. ROOF: 0 FIRE RATING REQUIRED CH 10 - MEANS OF EGRESS REQUIREMENTS: 1. COMMON PATH OF EGRESS TRAVEL = 75 FEET (FBC 014.3) 2. MAX TRAVEL DISTANCE = 250 FEET (FBG TABLE 1016. ) 3. MAX DEAD END CORRIDOR = 50 FEET (FBC 1018.42) 4. EACH OF THE (3) EXITS CAPACITY = 342 OCC. IF ONE IT IS LOST THEN THE REMAINING EXIT CAPACITY IS 685 OCC. > 225 OCC. (50% OF THE TOTAL OCCUPANCY). THEREFORE THE LOSS OF ONE EXIT DOES NOT REDUCE THE AVAILABLE EXI r CAPACITY BELOW 50% OF THE TOTAL REQUIRED CAPACITY, PER FBC 1005.5. 5. MINIMUM WIDTH OF EGRESS PATH = 72 INCHES (FBC 1018.2) 7'-3", 9'-1" & 9'-8" CORRIDORS PROVIDED LIFE SAFETY SYSTEM: EMERGENCY LIGHTING AND EXIT SIGNS X Yes ❑ No FIRE ALARM AND SMOKE DETECTION SYSTEMS X Yes ❑ No PANIC HARDWARE X Yes ❑ No PLUMBING FIXTURE CALCULATIONS PLUMBING ELEMENT REQUIRED PROVIDED WATER CLOSET 5 MALE (1 PER 50 OCC. 5 MALE (1 PER 50 OCC.) 5 FEMALE (1 PER 50 0 C.) 5 FEMALE (1 PER 50 OCC.) 5 MALE (1 PER 50 OCC. 5 MALE (1 PER 50 OCC.) LAVATORIES 5 FEMALE (1 PER 50 OCC.) PER OCC. LOAD 5 FEMALE (1 PER 50 OCC.) DRINKING FOUNTAIN 5 (1 PER 100 OCC.) PER OCCUPANT FBC 1005.1) 12* SERVICE SINK 1 1 PLUMBINGEACH ACCOESSIBLE CLASSROOM SINK IS PROVIDED WI1IH A BUBBLER A ry LOti v v. Co t- Ntm P UM 0 Cl) J U- p W U W m J tL Q W 0 o _O W U~ ry ¢ act Y ¢ a_ F¢- C1 0 N LO Nr IT Z 00 M O 0 o� d roi o`t Q ��N6mo oU s~M~` Io ', y O L6 C? ' �N >, W um N p CSO i:' "r 'O0" 0D 0 U m M N� M =N M 2 1' CN C) a -0M fa O m�>co;n oo m z aTc°n�m�no = E wL m O �^V V 1 LIFE SAFETY SYMBOLS LEGEND ,Cr w SMOKE PARTITION CO STRUCTED WALL. ALL OPENINGS • " AND MECHANICAL PENT RATIONS SHALL BE PROTECTED TO MAINTAIN THE INTERITY OF THE SMOKE PARTITION • .--1 C� CONSTRUCTION FORT iE WALL. REFER TO WALL TYPES FOR ADDITIONAL INFOF MATION.r-4 P -� PRIMARY MEANS OF EGRESS S --� SECONDARYMEANS OF EGRESS O-+ ® EMERGENCY EXIT LIGH r (CEILING MTD.) W ® EMERGENCY EXIT LIGH r (WALL MTD.) ^ , FIRE EXTINGUISHER:CABINET FEC L WALL HUNG FIRE EXTINGUISHER FE Comm. No: 15093.00 Date: 09-15-15 Drawn: TC Revised: A2 ADDENDUM #2 A3 11-11-15 BLDG. DEPT. ®1-13-16 BLDG. DEPT. copyright 2015 THE CONTENTS OF THESE DOCUMENTS, INCLUSIVE OF THE DESIGN ARE COPYRIGHTED AND PROPRIETARY. THE ARCHITECT SHALL USE ALL LEGAL AVENUES AVAILABLE TO PROTECT SAID COPYRIGHT. ANY USE NOT AUTHORIZED IN WRITING BY THE ARCHITECT IS PROHIBITED. WALLS STATING'FIRE AND SMOKE BARRIER, PROTECT ALL OPENINGS' PICAL FOR ALL RATED PARTITIONS) TO THE BEST OF MY KNOWLEDGE, THE ) Z PLANS AND SPECIFICATIONS COMPLY WITH OTHE MINIMUM BUILDING CODES. e � a ,,. oaov°••° ene Tercilta Alk f p w pr ise (J, © 2015 HARVARD JOLL,Y,INC. O 90 DOOR FIRE RATING IN MINUTES OCCUPANTLOAD XXX(XX) OPENING EGRESS CAPACITY MIN. REQUIRED EGRESSWIDTH PER OCC. LOAD X"(X") EGRESS WIDTH (0.2 INCHES PER OCCUPANT FBC 1005.1) T PROVIDED EGRESS WIDTH EMERGENCY LIGHTS EMERGENCY LIGHTS V J ;o FIRE ALARM VOICE EVAC SPEAKER/STROBE COMBINATION Z W FIRE ALARM VOICE EVAC SPEAKER ONLY ® FIRE ALARM MANUAL P JLL STATION U I�\ FIRE ALARM STROBE D VICE O PROVIDE STENCILING ON WALLS ABOVE CEILING FOR PROTECTED Q Comm. No: 15093.00 Date: 09-15-15 Drawn: TC Revised: A2 ADDENDUM #2 A3 11-11-15 BLDG. DEPT. ®1-13-16 BLDG. DEPT. copyright 2015 THE CONTENTS OF THESE DOCUMENTS, INCLUSIVE OF THE DESIGN ARE COPYRIGHTED AND PROPRIETARY. THE ARCHITECT SHALL USE ALL LEGAL AVENUES AVAILABLE TO PROTECT SAID COPYRIGHT. ANY USE NOT AUTHORIZED IN WRITING BY THE ARCHITECT IS PROHIBITED. WALLS STATING'FIRE AND SMOKE BARRIER, PROTECT ALL OPENINGS' PICAL FOR ALL RATED PARTITIONS) TO THE BEST OF MY KNOWLEDGE, THE ) Z PLANS AND SPECIFICATIONS COMPLY WITH OTHE MINIMUM BUILDING CODES. e � a ,,. oaov°••° ene Tercilta Alk f p w pr ise (J, © 2015 HARVARD JOLL,Y,INC. O NORTH LINE OF S 1/2 OF N 1/2 OF NW 1/4 OF SW 1/4 OF SECTION 9, TOWNSHIP 45 SOUTH, RANGE 43 EAST S89'24'08"E 1317.09' 154.02' 400.49' 01 I �I n n( _o II—u----------= — 0 co M \ \ I 01 ci o— — -- -- �� N 00 liIIIIIIIillllllllllllllllllllllllllllllllllllllllllllllillllll � �, � � :n O 4 z I I I I I I 41.45' N IIID II Lo IN 25.83 0 86.79' �}-- 395.56' N 1 STORY C.B.S. BUILDING o0 /I UNDER CONSTRUCTION m L_ L — 154.11' \ I I F 1393.93' _ 001 SOUTH LINE OF S 1/2 OF N 1/20W1/40FSW1 4 154.11' OF SECTION 9, TOWNSHIP 45 SOUTH RANGE 43 EAST / 392.82 S89*24"47"E 678.23 :1 :1 0 GRAPHIC SCALE 0 30 45 60 SCALE:1 "=30' Q 1. THE SURVEY DEPICTED HEREON IS CLASSIFIED AS A CONSTRUCTION 0 CHAPTER 5J -17.050(10)(d), FLORIDA ADMINISTRATIVE CODE. 0 2. BEARINGS SHOWN HER=ON ARE BASED ON A CALCULATED BEARING DF N01'57'12"E ALONG THE EAST !IOAD Ld V) V) SITE LL.Q 0 3. ENGENUITY GROUP, INC. AND THE CERTIFYING SURVEYOR ACCEPT NC po RIGHT–OF–WAYS, EASEMENTS RESTRICTIONS OR OTHER MATTERS AFFECTING TITLE TO THE LANDS SURVEYED OTHER THAN THOSE RECITED IN THE CURRENT DEED AND/OR OTHER INSTRUMENT W BY THE CLIENT. V)Q 4. THE DESCRIPTION AND BOUNDARY SHOWN HEREON ARE BASED ON THE LL_� PALM BEACH COUNTY PROPERTY APPRAISERS WEBSITE AS BEING THE LEGAL 0 SUBJECT PROPERTY. 5. ELEVATIONS ARE NOT SHOWN ON THIS SURVEY PER THE REQUEST 0 �0 6. UNDER GROUND UTILITIES WERE NOT SEARCHED FOR OR LOCATED BY ENGENUITY GROUP, INC. 7. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND V) GATEWAY BLVD Z L0 8. LAST DATE OF FIELD SURVEY: JANUARY 25, 2016. LOCATION MAP 9. ALL DISTANCES SHOWN HEREON ARE IN U.S. FEET AND DECIMAL PARTS 00- wg NOTED. ZZ 10. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE J � V)o INVALID. w vi GRAPHIC SCALE 0 30 45 60 SCALE:1 "=30' DESCRIPTION: THE SOUTH HALF (1/2) OF THE NORTH HALF (1/2) OF THE NORTHWES ONE–QUARTER (1/4) OF THE SOUTHWEST ONE QUARTER (1/4) OF SECTION 9, TOWNSHIP 45 SOUTH, RANGE 43 EAST LESS THE SOUTH 10 FEET OF THE WEST HALF (1/2) AND THE WEST 40 FEET FOR HIGH IDGE ROAD RIGHT–OF–WAY. SURVEYOR'S NOTES Q 1. THE SURVEY DEPICTED HEREON IS CLASSIFIED AS A CONSTRUCTION LAYOUT SURVEY AS DEFINED IN CHAPTER 5J -17.050(10)(d), FLORIDA ADMINISTRATIVE CODE. 0 2. BEARINGS SHOWN HER=ON ARE BASED ON A CALCULATED BEARING DF N01'57'12"E ALONG THE EAST !IOAD cy- SITE RELATIVE THERETO. W 3. ENGENUITY GROUP, INC. AND THE CERTIFYING SURVEYOR ACCEPT NC C� RIGHT–OF–WAYS, EASEMENTS RESTRICTIONS OR OTHER MATTERS AFFECTING TITLE TO THE LANDS SURVEYED OTHER THAN THOSE RECITED IN THE CURRENT DEED AND/OR OTHER INSTRUMENT OF RECORD FURNISHED BY THE CLIENT. Lo 4. THE DESCRIPTION AND BOUNDARY SHOWN HEREON ARE BASED ON THE c� PALM BEACH COUNTY PROPERTY APPRAISERS WEBSITE AS BEING THE LEGAL DESCRIPTION FOR THE SUBJECT PROPERTY. 5. ELEVATIONS ARE NOT SHOWN ON THIS SURVEY PER THE REQUEST 0 THE CLIENT. 6. UNDER GROUND UTILITIES WERE NOT SEARCHED FOR OR LOCATED BY ENGENUITY GROUP, INC. 7. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA GATEWAY BLVD PURPOSES ONLY. 8. LAST DATE OF FIELD SURVEY: JANUARY 25, 2016. LOCATION MAP 9. ALL DISTANCES SHOWN HEREON ARE IN U.S. FEET AND DECIMAL PARTS N.T.S. DESCRIPTION: THE SOUTH HALF (1/2) OF THE NORTH HALF (1/2) OF THE NORTHWES ONE–QUARTER (1/4) OF THE SOUTHWEST ONE QUARTER (1/4) OF SECTION 9, TOWNSHIP 45 SOUTH, RANGE 43 EAST LESS THE SOUTH 10 FEET OF THE WEST HALF (1/2) AND THE WEST 40 FEET FOR HIGH IDGE ROAD RIGHT–OF–WAY. SURVEYOR'S NOTES IIB 1. THE SURVEY DEPICTED HEREON IS CLASSIFIED AS A CONSTRUCTION LAYOUT SURVEY AS DEFINED IN CHAPTER 5J -17.050(10)(d), FLORIDA ADMINISTRATIVE CODE. 2. BEARINGS SHOWN HER=ON ARE BASED ON A CALCULATED BEARING DF N01'57'12"E ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1'/4 OF SECTION 9, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 3. ENGENUITY GROUP, INC. AND THE CERTIFYING SURVEYOR ACCEPT NC RESPONSIBILITY FOR RIGHT–OF–WAYS, EASEMENTS RESTRICTIONS OR OTHER MATTERS AFFECTING TITLE TO THE LANDS SURVEYED OTHER THAN THOSE RECITED IN THE CURRENT DEED AND/OR OTHER INSTRUMENT OF RECORD FURNISHED BY THE CLIENT. 4. THE DESCRIPTION AND BOUNDARY SHOWN HEREON ARE BASED ON THE INFORMATION SHOWN ON THE PALM BEACH COUNTY PROPERTY APPRAISERS WEBSITE AS BEING THE LEGAL DESCRIPTION FOR THE SUBJECT PROPERTY. 5. ELEVATIONS ARE NOT SHOWN ON THIS SURVEY PER THE REQUEST 0 THE CLIENT. 6. UNDER GROUND UTILITIES WERE NOT SEARCHED FOR OR LOCATED BY ENGENUITY GROUP, INC. 7. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. OTHERWISE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. 8. LAST DATE OF FIELD SURVEY: JANUARY 25, 2016. 9. ALL DISTANCES SHOWN HEREON ARE IN U.S. FEET AND DECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED. 10. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PA TIES AND RENDERS THIS SURVEY INVALID. 11. HORIZONTAL LOCATIONS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, TRANSVERSE MERCATOR PROJECTION, EAST ZONE, NORTH AMERICAN DATUM OF 1983, NATIONAL SPATIAL REFERENCE SYSTEM NATIONAL READJUSTMENT OF 2007, NAD8 (NSRS2007). 12. ACCURACY STATEMENT: A FIELD SURVEY WAS PERFORMED IN ACCORDANCE WITH CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATE STATUTES FOR CONSTRUCTION LAYOUT SURVEYS. THE ACCURACY OF CONTROL DATA AS VERIFIED BY REDUNDANT MEASUREMENTS OF TRAVERSE CLOSURES AND EXCEEDS COMMERCIAL/MGH RISK: LINEAR: 1 FOOT IN 10,000 FEET. 13. THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1/360 0 R SMALLER. 14. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE RE ORT. 15. THE SYMBOLS ARE NOT AT THE SAME SCALE AS THE DRAWING IN ORDER TO SHOW GREATER DETAIL. 16. ALL PARCEL BOUNDARY DISTANCES AND BEARINGS SHOWN HEREON ARE CALCULATED UNLESS SHOWN OTHERWISE. 17. EXISTING FEATURES ARE SHOWN FOR REFERENCE PURPOSES ONLY ! AND WERE OBTAINED FROM THE DESIGN FILES RECEIVED BY ENGENUITY GROUP, INC. FROM THE CLIENT.',' 9C� 3 �t✓ KEVI R7 iM BECK l S PROID.41'RYOR AND MAPPER STA E��u Lel f©,4 CENSE NO. LS6168 STA E, L'ORf 6603 . 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