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DRAWINGSINDEX OF SHEETS CE1................:....... COVER SHEET CE2:: SPECIFIC PURPOSE SURVEY CE3............. .y...... PAVING, GRADING AND DRAINAGE PLAN CE4................... :., PAVING, GRADING AND DRAINAGE DETAILS 'Permit No.# B T §� a EngiiieC:rlilt tl ' ' €-rires#ryl rouMd z: C Public works Utilities a Other Sr. Engineer �. ��•. .y All Wot4t involved on $gimpr: crrni# sitall can fiarm with all Clt OT 13a rg#ars £eweh l3uildln ode - 5.. ,xf�&ae' • .._.. �. �..,. ��..—+f,..;$v��..�'�Sli-.*-4.i. _....x �.» w.., xS:a.3Frt>.. - •H . Win' . .. �'S•CroO.-mi �S.»�a. -a+.... _ LOCATION MAP NOT TO SCALE _ -- yEBEAT RV Etee°i iunibin 'Ilk hanicai bGl�Tr55(x Ax. Z_ pp --pp. - Forester 9 i Fire Poli other 110 P .. -£ �`' PVM i' y lnj f M AN SHAH JJLAC3L DROTOS 0759A13 BC A S S 0 C' I A T E S_ FORT E-'.. ;• ENGINEERING . SURVEYING PLANNING No e rm a AUG201 a t Suite 200 Pompano Beach 3410 N. Andrews Avenue Ex , Su t p , FI. 33064 FILE Copy -V �'r PH. 954-943 9433 FAX. 954-783 4754 ®�A� SHRH P ® �. �� 3" PV INV 1 6.45 t s ,3 W N € e ' < 4 r g I x V.=13.5 W 77, IN 8 z 41 PRAI` n x _ �JNW!a REMOVE EXIST. FLOOR DRAIN ' z IM 14. z z 1 R 80 r.,., WITH URN 2532 R P , Z AND E CE _ o V 0 IN . S 9 5 HEAVY DU Y, , € .FLOOR DRAIN INV.(E)= 13.+3 RIM 16.2� h > , cQ� INV. SW 400e , Q P - , m, m. 3 � ..� ,::: _ � INV. SE 14.05 , Kre. 2 DROP CURB , a � � ( ) a -. W.. 15 L.F. 6 PVC - r., .� , z TH SIDES e � i � f < r . ( ),. , . � 1 00 e _. 0 1.00 _ ,g s„.. ry .CONNECT TO � 8 � L 6 b ."� __. 5.0 5 5 R ®1.00X , EXIST. CUB 5.2 s , , 5.7VET. i , r ° I y CO, 2 ,. _d . 1 DROP CURB 7 ,. .,. .. �, a . .. IN 13.77., z h BOTH SIDES .6 5 NCRETE 6.0 _ »r3 5.5 _6 E x R. MATCH EXIST. v � 5.3 aµ :,, .� E- .. E T.GRADE, . r .. i y r _ TRA N TRENCH F 1b T � XFl TIO, 00 ., � E L< i . ! I I . 0 w TO BE 6 WIDE X 4 ....... i a MATH EXIST. „ C EX S00 MATCH EXIST. ,.��. ,,��„>,b-....w.v ,���w�.>n.. K„w ..�_� ,.:y.,.".�._ _. . C w DEEP TYP. I !i � ( ) ; .,.�y 5.4 ,DROP CURB , ,.. GRADE OD LL: GRADE 2 �. ro I , (60TH S DES , . B0 _T .> , CONNECT0 . . 5.9 ( J < NOTES: � . Y . NO E Q .. 5.5 EXIST. CURB 5.3 r w o EXto T. _to J N < N M v OAK 4� , c0 M' cC R ' �/ T PROVIDED AS -BUILT T INFORMATION FOR ALL M CONC. APRON 1. ENGINEER AS NO L 0 3 TING UTILITIES ON SITE. o 5.2 I 4 € EXIS E .4 i J _ , 00 _ 5.0 O s I - v �\ ... 2. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND INFORM o , L a P, Z ._ .> r � , �.>a._ tra ENGINEER OF ANY CONFLICT THAT REQUIRES DESIGN MODIFICATION. zmco .7 U' V v I\ � 5 _ z I" P, s w Z J v ':. w J 5.5 w z _ > I _ > z 0 � 3. CONTRACTOR TO LOCATE EXIST. INLET STRUCTURE J AND CLEAN .� 2 DROP CURB I z , .. toLAKE. , f�>�� ���� ,: ,, � .. PIPES FOR PROPER FLOW TO , . = ALL SIDES i 2 RIM -14.80 = u, CA INV. N S =9.50 z ., CONNECT TO 5 (�) 5 2 4 f „ I �. ExIST. cuRB5.1 _ s F 4. ALL EXISTING PAVERS ON GOLF CART AREA TO BE REMOVED AND AREA U1 N E ST. 4.7 I � I 5.4 _ ,..`: , m ti TO BE RE -GRADED. PAVERS TO BE PLACED AS REQUIRED BY OWNER O � ' 5 _ MATCH EXIST. � � I �I M N O I (HUNTERS RUN). • GRADE a x ri: a w m co € �, O ,n �\ :47700 �: O °o E ST. 5. ALL GRADES SHOWN ARE IN NGVD 29 DATUM. a z 2 DROP tURB 4.6 �. 3 co 24 OAK 2' DROP CURB z V �.__ .m (BOTH SIDES) 3 r 3 € r _. , 4- RIM=14.40 1 ., CA INV. E,W =9.50 ( ) z = _-- vi RIM=14.20 _. 5 - �i' � __ i �� Q W , `, a 35 ' •'r. 1 TRENCH `' t z cn a CA INV.(E)-9.00 , ` } -F, EXFi�. n -- ,� 2.. ,. M > _..z 00 : , W ! ! Z z, 5X5 CONC. di Ld PINE 'a fi APRON TYP. E ( ) 3 RIM=13.85 DRAWN BY: MJG 30'X6' CONC,., CA INV.(N,W)=9.50 F s PAVEMENT ;.., RESTORATION ;.,.. n CHECKED BY: BRS •. g _ DESIGNED BY. BRS N-� k.a APPROVED BY: SDA If2, �� r , SCALE: 1 = 10 , d : (n A, '.•.>. .-...,._..-. - - - ,..-. jya {(p'LG't� `;..1 1//J �l '� �,, L j:.: ,f ...,d ` %C -r. . ,. EXIST. BUILDING 999 Z ti � y, 9 , - _ Q , ?l la' W •� sof - { (" _ .. Z Q 6 RIM -14.50 a v INV. NW,SE -8.60 O ( _. 1 I @ V t i t v EXIST. ROOF MN Ex SAN EX SAN EX SAN SAN EX SAN U Q m � r; t t; a ... _ ., - _ - � /. - F o ; f -� R4ftr s _C.dR 61 REPAIR CRACKS IN ASPHALT • AND RE -PAVE WITH AVERAGE £t � ,,...., 1 :..ASPHALTIC CONCRETE. Q I a ,., .SURFACE TYPE_.,�.0 (a` a t 6 , in,_ ^.. ...:..... .. . .... ...... -.< . 5„ .,... k 4 N RIM ELEV.-12.5IIIAL6 INV•ELEV. W =6.63 18,"LRCP � _Z o , >- Z 00 .�.._._.,. _., ,...._ , 3- INV.ELEV. E =6.62. 24RCP O _ ao - r a, 0 18 L.F. 16" C.M.P. INV.ELEV.(N)=BLOCKED Q 3 90 L.F. 18 C.M.P. 0.. .o ° RIM=15.00 a 4 INV.(NW,E)=8.20 CORE HOLE INTO CA Ln L� EXIST. INLET AND CONNECT. 92 SQ.FT CONCRETE 8 RIM=13.50 18" C.M.P. AT INV.=7.70 J9„ • ®• s•qg®� � PAVEMENT RESTORATION _ ,FOR . THEA FIRO, 09 _. CA „ r . ,�� INV.(W,S)=7.80 19 : y=B T F5 _ APPROX. LOCATION OF yr >> E a EX 18 STM ' . „ n „r, ;; EXIST. CATCH BASIN WITH OVERFLOW EX 18 STM --- , i EX; 18 STM-- PIPE TO LAKE. :_ _ . , EX _18 STM - p.ao• EX 18 ST - EX STM m •�" t� `: CONTRACTOR TO VERIFY Ln w o FLA: z DATE: ' r z JUNE 2013 t - 2014 7 JOB. N0. \4b 0759A Ln SHEET CE3 W -6 V 3 PV C ROOF I V N 16.45 OVERHANG � - r•r.,. _ y � r 7 w s .x w a •� I A i _ COCOLCOL COL COL #1 z ERS ._ � � I FINISHED . f � , �- � 4 � , INV.. 13.85 ti € €- W f. COL .,, COL m f g _ � � ►- .n t w � z N .,.. .. s _ ,� w � F a . , s~. , ,. � z p� t lz _ w a'S._.,.P .a+, ALEX a a E OVE EXIST. FLOOR 1 RIM 14.80 � _ _. , 0 DRAIN e :.. m: , ,,a . _, rx _< vr,, .. R, a... U �...._ AND. ;REPL�i o CA _ ,. f,. ZURN Z53 ; INV. � �- ... <, ...., ... _� 2 z S „ 9.50 �, : �- z 5 r a , ._, ..,,.......,n,..,,,.. 6 � 1 � _ ",�. u : > �_ I � � HEAVY . ,I�• �� � DUTY FLOOR DRAIN o ,.. RIM=16.25 U ALP�, ,, ' RIM 16.25 {r dt W ,. � _ � a >�~ INV. W ..n..:,. �� . , a _ S 14.00 ...,�. n.. �_.;a _ �.. .�..~ m: � t a � -.mss 8 �... - ,�::<..�- ( / .,. k.. � ? k Ix ALP � _ � w 2 DROP CURB �. � .� � � rP ,� _ - z gi INV. SE .14.05 g.. » ( ) e.. S., ,, ,. ,. P,_ d -, . 1 _ B TH 1 a .� ..._ 5L.F. SD e � L 6 PV 3 ES ,. � C � £ W 0 1.00x �. ? 1.00 w > CONNECT TO �� � ¢._ a � : w v _: _ _. � � �h g� 8 § L.F. 6 , P�iC EXIST. CURB 8 �:. �.aar.. ., 5.0 ..-.- - 5.5 5.7 W 5.7 5.4 5.orj.Oox2 `< a E T. � � � 1 DROP CURB x 5.5 2/4, � I . >- N C R ETE � I - � a r,.r �- _. � INV. 13.77.P� > s � �� �,_ - 80TH SIDES z _m 5.5 ( ) 5.6 MATCH {� � ,:<• , _ EXIST. � _ v 5.3 M _.•«... GRADE �..� _ EXFI TRATI I Iw lb � � , L ON TRENCH , ,. n,� .r t I „< To, BE: 6 WIDE. X 4 WALEMNJW i i MAT a _,. CH EXIST.. MA CH P � a � T EXIST. , DEEP. TYP. .. �.a <ua� w�,..:.>�._ _.d.w.,:._m,.�. c �- 5.4 ,i i i GRADE _ GRADE DROP � 2 D 0 CURB CO ., NN ., CO ECT TO � P. -a. { 1 - _ y BOTH SIDES . t ... .EXIST. CURB ., e,� 5.5 � � � ,,� n #.- s T �. _ TYPICAL PARKING 5.3 � � �. ,•,:.¢,a.<~., NOTES. EMT. , J to LOT SECTION . N K 0 co 0 SEE SHEET CE4 to 'n M CONC. APRON •�t M _ 1� 3 1. ENGIN EER BIAS PROVIDED AS I 1 BUILT INFORMATION FROM � ..� THE CITY O F M , r ., t BOYNTON BEACHSERVICES.- �._,v,, �.� �� DATED OCT. 197 4N�«,�,.: ( 8 FOR WATER AND SEWER M s m W ACCORDING T I THESE AS NO CONFLICTS O F EXIST WITH THE. m i f-• ; �E - 5.8 - to LIEC H s} : 5.6 I PROPOSED IMPROVEMENTS. ALL KNOWN $ LI�,.�HT �_. f � �, � WN WATER AND SEWER SERVICES ARE o a 'o H z.. . ._: c� z m co SHOWN ON T m I�ISPA -,,,.:; _. ,- • =gip �;.€ LE Fi n� Z _<. ♦tT! A - 5.6 5.3 �fYK { _ � z c� c.� � t� 5.5 - � < W - Z - p J � W W J 2. CONTRACTOR TO Z Z to 2 DROP CURB LOCATE ALL OTHER EXISTING UTILITIES ON-SITE AND - > z c� � __ w z i-- �`'`~�...<, >, 2 RIM -14.80 �, ._,. .� ; � � - U-: /_2 . _ 5.0 (ALL SIDES) �4 ,. INFORM ENGINEER OF ANY CONFLICT T z g HAT REQUIRES DESIGN MODIFICATION. W cn a >- CONNECT T. CA INV. N S =9.50 a c� ..; , m:.....£ a; W 1 0 O z 5.2 x NK .W � O Q EXIST. CURB 5.1 �� �w::�..�� �...«.�Y.�? �x PAVERS I 3. CONTRACTOR TO LOCATE EXIST. INLET STRUCTURE 9 -AN 4.7 5.4 v u# D CLEAN U� N } MATCH EXIST. PAVERS', I PIPES FOR PROPER FLOW TO LAKE. ._ b GRADE ) a I I; O N w n tv g. i =� M N O b _ W 4.7 ( �, I 5.0 _, ..._..,ry ... _.. _- to 0 co ., . _ ,. w<~< I 4. ALL EXISTING PAVERS ON GOLF CART AREA TO �� � � 2' DROP E T. 4.s f BE REMOVED AND AREA o 1 g OAK o 6URB > fr TO BE RE -GRADED. '��+ a o oto = u: N PAVERS TO BE PLACED AS REQUIRED BY OWNER z t` t 4.5 2 DROP CURB __..7 HUNTER'S L I ( RUN). = m > L; G ISI (BOTH SIDES) M 3 __ : .>.# :: v +. ri a._u __N RIM=14.40 .., :rte.. � �,_., �::�� P « $_._ . _ _ - = m � 4.1 : 4.8 ,} � _� rn CA INV. E W =9.50 { _ _11 1 oa E (q 5. ALL GRADES SHOWN ARE IN NGVD 29 DATUM. 'L •✓ t¢ *{ I. ? 3 Y { �.� �•"r .� L,r i i �.,,._ d - } _ / /� � moi„ _.� M 5 RIM -14.20 £._}-n' ;i I Nr •�- CA INV. _ 5 NCH I = . _ _.h . W N (E) 9.00 t: iL. TRE Ex 1 6. ALL CATCH BASINS AND MANHOLE :OVERS SHALL BI �� ....: .:� _ . •• F. ,..J r E BE CYCLE PROOF W Z LO •P 5X5 CONC. __._a „ • /f -- PINE QUEEN _: co ": • < ..; ..r.-.. _. 3 tea:. ; -,;,'} t - • APRON TYP. t . z e,� ui 3 RIM=13.85 r,2 30'X6' CON6-1. CA INV. N W =9.50 - PAVEMENT O -r DRAWN BY: MJG I A C P RESTORATION GAS $',I - CHECKED BY: BRS K I DESIGNED BY: BRS .� �; APPROVED BY: SDA YD SCALE: 1 =10 a « I 3, I EXIST. BUILDING Z •�d _ Q n { J �, P. 4 ` 6 RIM=14.50 g LL! 0 INV. NW,SE =8.60 , z Q e. • .n mo�ww,, >'q •y, ,t`' } "s`{ g r'a =F," _ `Y. •• pwt " --"i t . m g •t <4. - _ £ EX SAN EX SAN U PINE ist a EXIST. ROOF I 00 WAN SAN 0 I ti f P- ¢ E} f s. . g a b s a a ti e , , xA «„ C p » p!f x » o- - REPAIR CRACKS 1N ASPHALT,.„ AND RE -PAVE WITH AVERAGE k '� 1"ASPHALTIC W w z - ,. ASPHALTIC CONCRETE v. - - y_ SURFACE TYPE.....,. < Q v. PAVING AND GRADING LEGEND , p ;A g, IA LT' ,.n, RIM . ._ - ,'3 s { w._ ELEV =12.56 Z INV.= STORM INVERT ELEVATION y , " .., Alt a 3 ,a` ` ',. - C� INV.ELEV. W)-6.63 18 RCP = z T <..R W. v_ -x .._x } Z STORM MAINTENANCE ACCESS STRUCTURE -« „,,. , ., _ H.__ - r ,. _... _.. _ ~_.._K.w . , , INV. _ w << , = ELEV. E) 6.62 24 RCP m 0 CATCH BASIN tia o 18 �.F. 18" C.M.P. INV.ELEV.(N)=BLOCKED Q t.90 L.F. 18 C.M.P. �, 7 RIM=15.00 `` CONCRETE APRON R>= -4 INV.(NW,E)=8.20 ° `��.,, CORE ;HOLE INTO �• EXISTING ELEVATION EXIST. INLET AND CONNECT-=` „i 92 SQ FT: e_ CONCRETE » .: L PROPOSED ELEVATION` PAVEMENT RESTORATION 8 RIM= 13.50 18 C.M.P. AT INV.=7.7.0 t CA INV. W,S =7.80_. ._ ._<_ __._. ....,._ a �® ( ) SURFACE FLOW ,..° , °, r,..iy. S TYPE D CURB INTEGRAL CURB _.., 1 •°`� / L &SIDEWALK ° a DRAINAGE STATEM ENT. APPROX. LOCATION OF b _ w a z<, -:z.. t EX 1 8 STM P s 'EX -18' „ t °' TYPE F" CURB I r :°,.a EXIST. CATCH BASIN WITH OVERFLOW EX 18 STM - - PIPE TO LAK r r _.m.. { � ,. E. M EX 18 . m ® PAVEMENT RESTORATION ; 3 STM - EX 1 • , CONTRACTOR TO VERIFY 8 ST -----; Ex STM T S •° STRUCTURE NO. THE PROPOSED IMPROVEMENTS WILL IN NO ` WAY NEGATIVELY I _ RIM ELEVATION AFFECT THE OVERALL DRAINAGE BASIN . THERE WILL BE 002 9 RIM=UNK I ,«.� �.W t; �� NO INV. E =UN I €a I� t g DATE: O K L:: PP n E' I. E.CHANGE IN IMPERVIOUS AREA AS A R JUNE 2013 INVERT E�E�AnON RESULT U LT 0 F THESE E S E JOB NO. TYPE OF STRUCTURE IMPROVEMENTS. HOWEVER EXFILTRATION HAS BEEN ADDED TO r.., a 0759A.13 -THIS AREA TO REDUCE E UCE :RUNOFF. SHEET.:.. CE 3 Z532R USF 7635 OR SPECIFICATION SHEET MAX._ 18 AX. _ CDR N0. WA04 1300 15HEX ' BOX do HEXAGONAL w +4 DRAINAGE SPECIFICATIONS. COVER MAR 'S' DIrcH w1�rH {) ON SITE PAVING AND ZURN 72 [30Sj DIAMETER WIDE FLANGE OVE KEDS TAG SURFACE REPLACEMENT *CONCRETE OR ASPHALTIC T MAT H HEAVY DUTY FLOOR DRAIN PROPERTY AL C PAVEMEN ( C EXIST.) REMOVED FROM WITHIN 5 FEET OF EXPANSION JOINT.. SURFACE » " TO MATCH EXISTING GRADE 1. ALL ORGANIC OR DELETERIOUS MATERIAL.- SHALL BE E OVED UNE MATERIAL 12 12 » MIN. 1-1 2 FOR ASPHALTIC ANY LDGE OF PAVEMENT. ANY SUCH MATERIAL SHALL BE REPLACED BY APPROVED JOINT ( / LTIC - ____________________________ „ GRANULAR FILL WHICH SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY AS €ilntantsronaldatailncha5endkmm tleteSutgectiuMenuta Talar4ncea�„dCtran eWlthoutNotwa POUR CONC. COLLAR •:..---------------------------- - •••••••. ��9 9 EXISTING ;..•.;. = _______� =_" =" _____________ •:.•:::• . To GRADE -� DETERMINED BY AASHTO T-180. IN SODDED AREAS PAVEMENT PAVED SEE NOTE No. 1 020 51)8 SURFACE-,,,"__.. ALIMEROCK BEARING RATIO LBR OF 40 AND SHALL �� 2. STABILIZED SUBGRADE SHALL HAVE EXISTING BASE BE COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 012 4 311 \ \ \ 3. LIMEROCK BASE COURSE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 311 OF � PLAN MIN. 36 COVER r PT THAT T MINIMUM PERCENTAGE -\ 1.5 FLORIDA D.O.T. STANDARD SPECIFICATIONS, EXCE T T HE ✓ \ REQUIRED. REPLACED BASE MATERIAL (LIME OR / . W U.S. FOUNDRY FRAME AND OF CARBONATES OF CALCIUM AND MAGNESIUM SHALL BE 60%. _ \ { ) SHELL ROCK OVER DITCH SHALL BE .. � . \ f, f�\. Stage 2 TYP. ) GRATE DRAWING N0. 4 0 Z a1 \/ 9 2 INVERTED THREADED i / / TWICE THE THICKNESS OF THE ' OR APPROVED EQUAL P.V.C. PLUG " ) L G 8 x 24 SQ. CONI. ORIGINAL BASE. 4. ASPHALTIC CONCRETE TYPE S-3 SHALL CONFORM TO THE REQUIREMENTS OF SECTION z GROUT p _ BRICK TO GRADE W/1-#4 ala EACH sloE 331 OF FLORIDA D.O.T. STANDARD. SPECIFICATIONS. - } T " " f 4 MIN. MAXIMUM 12 a_ x o 1, AS COURSES SHALL CONFORM TO THE SCHEDULE ao 5. PRIME COAT AND TACK COAT FOR BASEto v P ," - - VC CLEANOUT o e REQUIREMENTS OF SECTIONS 300 1 THROUGH 300 7 OF FLORIDA D.O.T. STANDARD E z W " VARIE& " 4012 C.C.E.W. SPECIFICATIONS. PRIME C AT SHALL BE APPLIED AT A RATE OF 0:25 GALLONS PER. o "_ Stage 1 B0 9 � 12 B -45' 6 45 ELL 12O WYE T A RATE F 0.08 GALLONS PER SQUARE YARD UNLESS � SQUARE YARD AND TACK COAT A 0 Q i BY THE ENGINEER: �a A VARIATION RATE IS APPROVED HOLES FIR PIPING SHALL " Vl ADDITIONAL BE 6 LAFGER THAN PIPE REINFORCING O.D. AND SHALL BE CAST P MINIMUM COMPRESSIVE STRENGTH OF 3000 SI AT 28 6. ALL CONCRETE HALL HAVE IN CO S A "" ETES VEA M _ Ta AT TiME DF FABRICATION. BARS SIZE D To DAYS EXCEPT DRAINAGE STRUCTURES. q ' GRAVI.Y DENSITY PROCEDURES. GENERAL N T 0 ES. W SEWER STAN)ARD HOOKS TiED ---, Gr�Ope-n A- Pipe Size In, VYi, I.be, Are& Sq. In. Ck9j [a'YI 2,3.4M1.76-102127-152[ 54 [24j THE CONTRACTOR SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES OF THE 4'-0" 30 [194) 8-10 [203 254] 5B [25] ENGINEERING SPECIFICATION, .ZURNZ532 THE BACKFILL FOR THE FIRST AND SECOND STAGES UNDER, BASE STEEL7 PRECAST CONCRETE MANHOLES AND CATCH B ASINS SHALL MEET THE REQUIREMENTSUIREMENTS SHALL BE PLACEDIN 6» LAYERS (COMPACTED 1. SEE NOTES FOR TYPICAL TRENCH DETAIL FOR FOF A:S.T.M. SPECIFICATIONS C-478 AND 64T.12 305] Diameter wide 8angefloordratn,3uraCcFkedc"sllonbody a: E" BACKFILL AND BEDDING MATERIAL SPECIFICATIONS. vl+ikhbc'ttisxnouttek seepage anandcombinatlonm membrane 1 THICKNESS AND SHALL BE COMPACTED TO 98% OF E 0 S. , pa9 P emla flashing 9 ' MAXIMUM DENSITY AS DETERMINED BY AASHTO T- 180.dam end frame with latex troweling flan Ix heavy-duty slotted 2. BASE MATERIAL SHALL BE PLACED IN 6» LAYERS AND SECTION 8. CONCRETE FOR PRECAST MANHOLESES AND CATCH B A SINS SHALL HAVE MINIMUM grate,with suspended sediment buckeZ . ..... ...... t COMPRESSIVE STRENGTH OF 4000P I AT 28 DAYS. PLUG TO REMAIN Stagie #1 ` EACH LAYER COMPACTED TO 98% OF MAXIMUM DENSITY TYPE OPTIONS ChecW oc' r� rued `tions pPp i7 ) "B» "C" "D" »Err REO'D. FOR CONNECTION TO CLAY PLUMBER MAKES SERVICES ONLY.DONUTS NOT ALLOWED) ) THE CONTRACTOR SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES OF THE 4'-0" 8" PIPE stz s ( p+actfy • s OUTLET pe TtE "�tY ) E t3t)bY HT, @ih4. 6'-4" CONNECTION PIPE, USING MECHANICAL TAMPS SUITABLE FOR 3. * ASPHALTIC CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED AT SPLICE POINT. 8 " 5012"CCEW " 5012 CCEW 7'-4" ¢ , M-6 6'-0" 1 NOTE. THIS PURPOSE.: THIS COMPACTION APPLIES TO THE 1 #5012"CCEW #506"CCEW 1 2thru 6 6-10 51 thru 152-203.254]�� M-7 Inade CaUIk � 114 133 8" 1. INVERTED SS CAP SHALL BE USFO IN GRASS AREAS IN LIEU OF CASTING AND MATERIAL PLACED BENEATH THE HAUNCHES OF THE 9'-4" M-8 2 thru5 _ 4.8 1 thru 10Z 152 _ [ j IG , Inside Gasket 5- ! 14 133 [ ) "- #506CCEW CONE COLLAR PIPE AND ABOVE ANY BEDDING REQUIRED. A Q 4. SURFACE S CE TREATED PAVEMENT JOINTS SHALL BE LAPPED 2 ihnt 8-8-10 51 thru 152-203-254 I l IP 'Breaded - 3 314 9 [ �l 2. MINIMUM DEPTH of SERVICE LATERAL SHALL BE 3 FEET. AND FEATHERED OR TOE ANCHORED. 2 thru 19-8-10 [51 thru 152-203-2" No-Hub 8-114 C1331 Stage #2 2thru t 151#tru 1cz} ----NF NL Neo -Loc 4-112[114j TYPICAL COMMERCIAL CL ANOUT THE CONT RACTOR SHALL OBTAIN AWELL-COMPACTED 5. SURFACE MATERIAL WILL BECONSISTENT WITH THE TYPE „Ar, "B» "C" "D" »Err r, F,r M-4 4'-0" 8" 8" 4012"CCEW 4012"CLEW 6'-4" M-5 '_ " 5 _0 8 " 8 " 5012"CCEW " 5012 CCEW 7'-4" ¢ , M-6 6'-0" 1 8" 1 8" 1 #5012"CCEW #506"CCEW 1 8'-4"0 ' M-7 7'-0" 1 8" 1 8" 1 #5012"CCEW #506"CCEW 9'-4" M-8 8'-0" 1 10" 1 10"_ «w'M' w 4 "- #506CCEW 10 ' 8 " .7. - RCIIVr Vr[IJIiV V J I GGL r VR M/1I Mul-GJ r%f ILJ JriML - %1ViVr V1NIV1 1%j M.J. I.M. SPECIFICATIONS A-615 AND A-305, LATEST REVISION. GRADE 60 STEEL SHALL BE USED m FOR TOP AND BOTTOM SLABS. 10. ALL RE -BAR A R • - P STRUCTURES SHALL HAVE A MINIMUM LAP OF 24 BAR R S LICES IN CONCRETE DIAMETERS. W H 11. ALL JOINTS IN CONCRETE STRUCTURES SHALL BE FINISHED WATER TIGHT. a 0 12. ALL SPACES AROUND PIPINGENTERING OR LEAVING MANHOLES AND CATCH BASINS EXISTING SURFACE. IHE, AREA SHALL BE - PREFIXES N. T. BED AND fill ALONG THE SIDES OF THE PIPE AND SHALL BE COMPLETELY FILLED WITH 2.1 WATERPROOF, NON SHRINKING CEMENT S EE,, _ RESTORED TO EQUAL OR BETTER CONDITION. �, TO A POINT INDICATING THE TOP. OF SUB GRADE Q MORTAR... - T AI NA M .,- � �,c.c.�. e� and To P R ELAS D R G E AIN H 0 LE Y P MATERIAL ZD D.C.C,1 Bodyh n with Polls ed Bronze T'o O R N.T.S. 13. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO THE REQUIREMENTS, OF 214 6. THE DEVELOPER CONTRACTOR SHALL BE RESPONSIBLE ( C) I Polished 1 "B"M I3,C C.. Body wlth . of shed N cke Bronze T - � FOR COMPLIANCE REGARDING ANY ADDITIONAL A.S.T.M. SPECIFICATION C 76, FOR CLASS" III, WAIL THICKNESS.REINFORCED d- M RE SPECIFICATIONS AS REQUIRED BY THE PROPERTY OWNER: ' tt� 8UFF17t:E8 CONCRETE PIPE, AND AS MODIFIED IN SECTION 941 OF FLORIDA D.O.T. STANDARD M AR Ack Resistant Epoxy Coaling TC Ne Q Loc Test Ca Gasket FDOT COUNTY C.s' ETC..>.. O 42(51I 4I102j NL Bottom Cutlet Only) SPECIcICATION. O -C UnderdeckClEm • TS T Secured v�rrth Slotted e )) H » -.�_ Top Screws * 14 ONFORM T H i 00 Duresist 6 7. EXCAVATABLE PLOWABLE .FILL WITH ULTIMATE CORRUGATED METAL PIPE SHALL C 0 T E REQU REMENTS OF SECTION .945' OD' 47G rws st Grate -VP Vandal Pr+flof5ocuredTo J O . .,_...._ R COMPRESSIVE STRENGTH BETWEEN 50 AND 150 PSI OF FLORIDA D.O.T. STANDARD SPECIFICATIONS. j m _ •F Extension Frame s Total Height R s (Specify d - to (P �r� ) � MAY BE USED TO .SUB SUBSTITUTE FOR THE BACKFILL AND ws 11Vif�de Slotted) Carate 1 S l • a n -i3 flaluartlzadCastiron BASE MATERIALS IF APPROVED BY ENGINEER. A A _ (50 [323] Sq, In. Open Area} O - ° HP Heel Prod 15. PVC DRAINAGE PIPE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 945 OF _ _ :..2 m ca LY (_Loss} Sediment Bucket 8. ANY DAMAGE TO TRAFFIC SIGNALIZATION EQUIPMENT SHALL 24"DIA FLORIDA D.O.T. STANDARD SPECIFICATIONS. Z "a tr c0 z - SecondaryS Strainer BE REPAIRED BY THE .PALM BEACH TRAFFIC DIVISION � Z t� U � r- - Stabilizer S Z10 o ASPHALT AT THE PERMITTEES EXSPENSE _ W Z D ,�........ h'( e� 313} °. .. 16. HDPE PIPE SHALL BE HI -Q PIPE AS MANUFACTURED BY HANCOR, INC. OR APPROVED _ � - J W 41 _ Z J 1 -S$ Stainless Mosta Liner for Bucket � EQUAL. DO - . > Z t � LO , r ° 0 9. THESE SPECIFICATIONS MAY BE SUPERCEDED BY THE X REV. G DATE. 11t16i10 C.N, NO. 120452 a O Z 0o PERMITTING AGENCY. ADDMONAL 17. ALL LA R MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN STRICT M - 00 0 REINFORCING , Z e ° W 1n CL 000 _ " » ACCORDANCE NGINEERING AND CONSTRUCTION STANDARDS FURNI5 fi P bW .N R t!U ., W *REGULARLYHEb UNLESS OTHEfMSL SPECIFIED G C+ 58937 P Q CT NO.2532 BARS SIZE H X ° * 10. AFFECTED DRIVEWArS SHALL BE REPLACED INKIND. ADOPTED BY B.000NTY PUBLIC WO AND THE PLANS AND ZURII INDLtSTiS LLC. dPEGlFiCATK)N QRA1tU4tTE (1PERATiON ♦ 1861 PlUabtrrgh Avg. a Elie, RA 16514 ULAN Q Phone: 61"SSA941 w Fax_ 81"54 -TM * wodd wIft Web:. wnnw.0 rn-corn °a SPECIFICATIONS. OMISSIONS EXIST, THE ROWARD COUNTY PUB �' 4. e ° »H" �-- WORKS STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATI In Canada., ZURN lNMISnW5 LIMITED ! 3IMf4 Nashua Grhre • MMdas uga, Ontarto LAVAS s Phone, nspm'n8272 F= 96 1252 N • 'G. AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN v+ �1 m PAVEMENT REPLACEMENT/PIPE INSTALLATION .�. ISSUED BY THE ENGINEER. O N ._ N EXISTING ROADWAY OP N T , - - - CONCRETE- CURR� DETAIL _ UNDER_ E CU F� r .c' __ - 18. THE EXISTING -ELEVATIONS SHOWN ON THE GRADING PLAN -INDICATES THE ELEVATION Com. M O - AT THE POINT DEPICTED ONLY AND SHOULD NOT BE INTERPRETED AS INDICATING F-� W U-) c0 I YPE D FDOT INDEX 300 A" G THE �� ,�, � EXISTING GROUND ELEV�'�TIONS OF ANY OTHER POINT. THESE EXISTING ELEVATIONS ARE IN NO _WAY AN H 'Q I • INDICATOR OF SURFACE OR SUBSURFACE SOIL CONDITIONS. REMAINING BACKFILL, BASE AND SECTION _.. !'1'! SURFACE MATERIAL TO BE PLACED „A" rico 24" AND COMPACTED PER APPROPRIATE 4'-0"0 8" TAPE IN. / SPECIFICATIONS OR MINIMUM 98% - 5 (SEE NOTE 9) 6'-0"0 / / PER AASHTO-T-180. 6" MAX. SIZE. (MIN. 90% DENSITY IS REQUIRED FOR #5 0 6"CCEW / 10" 8'-4»0 NON -TRAFFIC AREAS OUTSIDE OF ROAD 0 6"CCEW 8'-0"0 10" 9'-8"O #5 RIGHT OF WAYS.) �\ / ` / ASTM D2321 CLASS 2 OVER LAP TOP OF 1 ¢�ENCFL 4,2\ ELEV. 12:50 „A" rico "G» „H„ 4'-0"0 8" 5'-4"0 #4 0 6"CCEW 5'-0"0 8" 6'-4"0 5 0 8"CCEW 6'-0"0 10" 7'-4"0 #5 0 6"CCEW 7'-0"0 10" 8'-4»0 #5 0 6"CCEW 8'-0"0 10" 9'-8"O #5 0 6"CCEW 19. BITUMINOUS COATING REQUIRED FOR ALL CORRUGATED METAL PIPE {CMP). _ _ m 4 - U ~ N In 0< E� ON-SITE GRADING SPECIFICATIONSN c� 019 Z CLa 1. SITE GRADING TO INCLUDE ROUGH GRADING, PAD GRADING, FINE GRADING AND FINAL LANDSCAPE N 52 / I GRANULAR BACKFILL PLACED AND 1 _- AREA GRADING. II 11q. W \\\\\ �"\\\\ IZ 18 C.M.P. I: s�, M COMPACTED TO MINIMUM 98% OF c MAXIMUM DENSITY. PER AASHTO-T-180. PERFORATED PIPE PRECAST CONCRETE TOP SLAB Z 2 MAX. stzE, (SEE PLAN) FOR MANHOLE tv \ \ \ . �. �.. ; ASTM D2321 CLASS 1 B OR 2 SITE CLEARING FILTER FABRIC ENVELOPE • • • • • • • • • • • BEDDING MATERIAL i 1. PROVIDE ALL LABOR, MATERIALS, NECESSARY EQUIPMENT AND SERVICES TO COMPLETE THE CLEARING .......... PER FDOT INDEX 199 I DRAWN BY: MJG # WORK WITHIN THE BOUNDARY OF THE SITE AS IDENTIFIED ON THE PLAN. ' ' MINIMUM 98% COMPACTION. • / PER AASHTO-T-180. D 2. CONTRACTOR SHALL DO ALL CLEARING GRUBBING ROOT -RAKING, AND NECESSARY CLEAN-UP CHECKED BY: BRS • • ' • • • • • • • • � • • • H / ASTM D2321 CLASS 1B OR 2 � OPERATIONS TO RESULT IN A SITE FREE OF VEGETATION. N�z I OTES: MIN. EL.= 9.50 NGVD , , , No. 4 COURSE 3. THE WORK SHALL CONSIST OF THE REMOVAL AND DISPOSAL' OF TREES STUMPS ROOTS LIMBS, Bs, DESIGNED BY: BRS 1. BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/4" COURSE AGREMTE BRUSH, FENCES, ASPHALT, ETC. FROM THE PROJECT AREAS. ' ALL MATERIALS SHALL BE DISPOSED OF 3/8"- 7/8" SIZING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER /AGGREGATE OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE REGULATORY CRITERIA. ROCKS SHALL BE REMOVED. ��"-'�-� 4. THE CONTRACTOR SHALL REMOVE ALL REFUSE, ASPHALT PAVEMENT, CONCRETE PAVEMENT GLASS APPROVED BY: SDA . , 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION METAL, STONE, PLASTER, LUMBER, PAPER MATERIALS, AND .ANY AND ALL TRASH FOUND WITHIN THE UNDER THE PIPE HAUNCHES. _.._- _.___._...-._____,.__.__ ..__._____.... ___. _ BOUNDARY OF THE SITE. ALL MATERIALS SHALL. BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL , SEE PAVING & DRAINAGE _ APPLICABLE REGULATORY CRITERIA. SCALE. N.T.S. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. PLANS FOR INVERT ELEVATION ' 4. BACKFILL SHALL BE FREE OF _UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK AND DEBRIS. 6 FILTER FABRIC 5. THE CONTRACTOR SHALL FURNISH ALL SERVICES, LABOR TRANSPORTATION MATERIALS, AND EQUIPMENT U)ENVELOPE NON -PERFORATED NECESSARY FOR THE HE PERFORMANCE OF THESE OPERATIONS. ALL CLEARING AND CLEANUP OPERATIONS .I 5. DENSITY TESTS ARE REQUIRED IN 1 FOOT LIFTS ABOVE THE PIPE AT INTERVALS OF 400' MAXIMUM, SHALL BE ACCOMPLISHED TO THE COMPLETE SATISFACTION OF THE OWNER. OR AS DIRECTED BY THE INSPECTOR. PIPE Q PERFORATED r- 6. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL TRENCH SAFETY LAWS TYPICAL EXFILTRATION TRENCH PIPE 5 MIN: EARTHWORK AND REGULATIONS. LJ W 1. THE CONTRACTOR SHALL PERFORM ALL EARTHWORK INDICATED AND REQUIRED FOR THE CLEARING AIL FOR - " 7. SEE SEPARATE DET 0 "PIPE INSTALLATION UNDER EXISTING PAVEMENT OPEN CUT.D ETAI L •• • • •• � STRIPPING AND IN PLACE. F- W COMPLETE DE -MUCKING EXCAVATION, STOCKPILING, SPREADING AND COMPACTION OF THE WORK,.. } 8. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION INLET OR . !!RR OR AS SPECIFIED IN PERMIT/CONTRACT DOCUMENTS. Z V MANHOLE 2. THE CONTRACTOR SHALL STRIP ALL EXISTING TOPSOIL AND STOCKPILE IT ON-SITE IN LOCATIONS Z D 9. APPROVED MAGNETIC TAPE IS REQUIRED FOR: ....... APPROVED BY THE OWNER'S REPRESENTATIVE. TOPSOIL ORGANIC SOILS SHALL 0 Q Q ( ) L BE PLACED IN THE PVC POTABLE WATER MAINS, PVC FORCE MAINS AND RECLAIMED WATER MAINS. ,� PERIMETER LANDSCAPE BUFFERS. U Z 6 6» STAINLESS WIDENING STEEL3. ALL EARTHWORK ACTIVITIES, INCLUDING CLEARING, STRIPPING DE -MUCKING EXCAVATION STOCKPILING,_ Q COUPLING U TYPICAL TRENCH DETAIL EXISTING No: 4 COARSE SPREADING AND COMPACTION SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE GEOTECHNICAL SAWCUT TO A NEAT STRAIGHT LINE PARALLEL OR BAND Q PAVEMENT AGGREGATE ENGINEERING REPORT FOR THE SITE. W PERPENDICULAR TO RUN OF ROAD. 1 PROPOSED P��VEMENT m FILTER FABRIC 4. ALL FIELD SOILS TESTING WILL BE DONE Y A TESTING '"" n B ES LNG LABORATORY OF THE CONTRACTORS CHOICE - BENEATH COUPLING AT THE CONTRACTOR'S EXPENSE. CONTRACTOR IS REQUIRED TO MAKE CORRECTIVE ACTION FOR ANY FAILED TESTS. THE J Z BAND EXISTING 6 E COST OF -AREAS FOLLOWING FAILED TESTS .SHALL BE BORNE. BY THE � Q BASE P CONTRACTOR. p_ Q EDGE OF PAVEMENT PROPOSED BASE �R 5. ALL FILL MATERIALS EXCAVATED ON-SITE OR IMPORTED .FROM OFF-SITE SHALL MEET THE Uj V LONGITUDINAL SECTION SPECIFICATIONS CF THE GEOTECHNICAL ENGINEERING REPORT FOR THE SITE. THE CONTRACTOR SHALL _ Z U SUBMIT SAMPLES OF ALL MATERIALS PROPOSED TO BE USED IN THE WORK TO THE GEOTECHNICAL Q ENGINEER DESIGNATED BY THE OWNER. SAMPLE SIZES SHALL BE AS DETERMINED BY THE GEOTECHNICAL w c EXFILTRATION TRENCH m �o U.S. FOUNDRY FRAME AND - J A V V C I DETAIL - - ENGINEER. Q cc 0 5' GRATE DRAWING N0. 4155EXCAVATIONH Z 6. SHALL INCLUDE THE REMOVAL OF ALL MATERIALS OF WHATEVER NATURE ENCOUNTERED, !� INCLUDING ALL OBSTRUCTIONS OF ANY NATURE THAT WOULD INTERFERE WITH THE PROPER EXECUTION 0 V (OR APPROVED EQUAL} AND COMPLETION OF THE WORK. THE REMOVAL OF SAID MATERIALS SHALL CONFORM TO THE LINES AN Z GRADES INDICATE) OR D Z z ORDERED. UNLESS OTHERWISE INDICATED, THE ENTIRE CONSTRUCTION SITE SHALL �- 4t BE STRIPPED OF ALL VEGETATION AND DEBRIS, AND SUCH MATERIAL SHALL BE REMOVED FROM THE SITE O PRIOR TO PERFORMING ANY EXCAVATION OR PLACING ANY FILL. THE CONTRACTOR SHALL FURNISH, PLACE, m Z (MAXIMUM GRADE A AND MAINTAIN ALL SUPPORTS AND SHORING THAT MAY BE REQUIRED FOR THE SIDES OF THE 5 - : EXCAVATIONS. EX1,AVATIONS SHALL BE SLOPED OR OTHERWISE SUPPORTED IN A SAFE MANNER IN > NOTE: ACCORDANCE WITH APPLICABLE STAT Q 8" ` 4"`37" AND HEALTH STANDARDS FOR CONSTRUCTION (29CFR1926). 8" PAVE 5'x5' APRON _ E SAFETY REQUIREMENTS AND THE REQUIREMENTS OF OSHA SAFETY �� #4®t 2"C.C.E.W. PRECAST INLET BY, P LA� � U.S. PRECAST" 30.95' PAVER ROADWAY 5.17 MEDIAN 30.67, PAVER ROADWAY B 7. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXCESS EXCAVATED MATERIAL AT A SITE (OR APPROVED EQUAL) C SELECTED BY THE CONTRACTOR AND IN ACCORDANCE WITH ALL APPLICABLE REGULATORY CRITERIA. S IE . Av 1"ASPHALTIC CONCRETE 6" HOLES FOR PIPINGS AL L � e�'a•.®,®.,® 8. THE CONTRAC OR SHALL OBTAIN ALL REQUIRED PERMITS, LANDOWNER AND AGENCY APPROVALS FOR FOR .TFL L BE 6 LARGER THAN PIPE E TYPE S-1 O.D. AND SHALL BE CAST A MIN 2 3 8 THICK CONCRETE PAVER ASTM C936 DISPOSAL OF EXCESS MATERIAL, AND PAY ALL COSTS ASSOCIATED WITH THE REMOVAL AND DISPOSAL. •" ' '• " ® AT TIME OF FABRICATION. O „ ( ) "BY.' O IN 2 SAND (MORTAR MIX ASTM C33) CONSTUCT IN g, THE SITE SPALL BE FILLED TO THE GRADES AND SLOPES INDICATED ON THE PLANS. � r s <••o •" N - ACCORDANCE WITH FDOT STANDARD SPECFICATIONS 2 Q oQ 6" TYPE 'o' CURB (TYP.) SECTION 526. : 2>-O" e STANDARD HOOKS TIED TOP OF CURB a UNDER BASE STEEL 14.43 E 15.36 15.50 15.36 8" LIMEROCK BASE COMPACTED TO 98% MAX'D''. 1 E © TYPE�• ml ,...-:. DENSITY AASHTO T-180: ON SECTION A -A) ' t✓`'.sr,p��rw `,,, Pl:t.�'./f.f!i\r.S.;✓ ✓''/f/�'i.1' /"i✓�a°,,.ir a/r/- *`�, ,<e' r+\;• J,i' �,,.,✓f! ;r.<.ez.�11.,✓r O`.,r,'Pff�f-a°s /`f'',1°°`\.1.`1/,,\,\,..y,.� .., %.�.ir',s.:3✓';'`>., ....j,�rf,p,f .s:,.,;r�t,-�''".�•.✓f_✓/,!',+.'.,,1ir.-r! :;,�s./�,!.- r `.;'r ir"f.;�' ;,^.',�I .} ,i..� � f\>`t,/- •r�'`'./,`-.fr.'r,` `� e a •. FCATCH BASIN 6 COMPACTED #a®12»cc.E.w• 12rSUBGRADE COMPACTED TO 98% MAX ea a,° dDENSITY AASHTO T-180, STABILIZED TO LBR 40� d A DATE: LIMEROCK BASE � +i'• •� 4® :6 JUNE 20SECTION TYPE CA DITCH BOTTOM INLET - 0 CATCH BASIN APRON DETAIL Joe No. II I 0 5 PAVEMENT DETAIL L SECTION A -A LTOP OF PAVEMENT 0759A.13 CURB ENDING DETAIL SHEET - _ CE4 SPECIFICATION SHEET SF 7635 OR 1 MAX CDR NO. WA04-1300-ISHEX 3 Box & HEXAGONAL. DITCH WIDTH (W)+4' ON-SITE PAVING AND. DRAINAGE SPECIFICATIONS. WIDE FLANGE COVER MARKED S c 1]� ��S DIAMETER R PLACEMENT CONCRETE OR ASPHALTIC PAVEMENT MATCH EXIST. I ISURFACE E ( ) _TAG ZURN PROPERTY „ TO MATCH EXISTING GRADE 1. ALL ORGANIC OR DELETERIOUS MATERIAL SHALL BE REMOVED FROM WITHIN 5 FEET OF HEAVY-DUTY FLOOR DRAIN EXPANSION JOINT SURFACE 12" 12 1 UI4E MATERIAL LAIN. 1-1 2 FOR ASPHALTIC CONCRETE ANY EDGE OF PAVEMENT. ANY SUCH MATERIAL SHALL BE REPLACED BY APPROVED JOINT. � � ( � ) s PAT T 9% F MAXIMUM DENSITY A _______________ ' _________ : ;� GRANULAR FILL WHICH SHALL BE COMPACTED 0 98% 0 E S POUR CONC. COLLAR •.• -------------------- --- = _ .. •.. - EXISTING .. ••..-------------------- • ..... Change without NMioa •.•------------------------------ ••.... .. - 0. mlrnan�ernei Dela [ seal [ rate lj are Sut4ad � Manufacturing To}etanc ®end � TO GRADE �„- . DETERMINED BY AASHTO T 18 IN SODDED AREAS PAVEMENT != PAVED SEE NOTE N0. 1 2. STABILIZED SUBGRADE SHALL HAVE A LIMEROCK BEARING RATIO LBR OF 40 AND SHALL o SURFACE I ( ) 020 50 - EXISTING BASE BE COMPACTED TO 98% OF MAXIMUM .DENSITY AS DETERMINED BY AASHTO T-180. � 1 X12311 I ,. _ ��;�e.�> �s • , , ; PLAN 3. LIMEROCK BASE COURSE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 311 OF o 4, MIN. 36" COVER .. .. FLORIDA D.O.T. STANDARD SPECIFICATIONS, EXCEPT THAT THE MINIMUM PERCENTAGE - 1.5 (U ME REPLACED BASE MATERIAL (LME OR W U.S.FOUNDRY FRAME AND OF CARBONATES OF CALCIUM AND MAGNESIUM SHALL BE 60%. ( SHELL ROCK) OVER DITCH SHALL BE 2 TYP. GRATE. DRAWING N0. 420 ., g TWICE THE THICKNESS OF THE OR APPROVED EQUAL T 1 1 R ( ) z INVERTED THREADED • ORIGINAL BASE. 4. ASPHALTIC CONCRETE TYPE S-3 SHALL CONFORM TO THE REQUIREMENTS OF SECTION z P.V.C. PLUG 8 X 24 SQ. CONC. GROUT p _1 -BRICK TO SRADE 331 OF FLORIDA D.O.T. STANDARD SPECIFICATIONS. W/1 /4 EACH SIDE < „ MAXIMUM 12 H 4 MIN. b o- 0 5. PRIME COAT AND TACK COAT FOR BASE COURSES SHALL CONFORM TO THE cn ZS � SCHEDULE 40 v ' PVC CLEANOUT - 'D `e' REQUIREMENTS OF SECTIONS 300-1 THROUGH 300-7 OF FLORIDA D.O.T. STANDARD. z v1 0 E w " VARIES No12 c.c.I.w. SPECIFICATIONS. PRIME COAT SHALL BE APPLIED AT A RATE OF 0.25 GALLONS PER o Stage T 12 _48 9 # 12 o i e �- SQUARE YARD AND TACK COAT AT A RATE OF 0.08 GALLONS PER SQUARE YARD UNLESS6" -41V WYE , S F4R PIPING SHALL A VARIATION RATE IS APPROVED BY THE ENGINEER: > . in I ADDITIONAL URGER THAN PIPE IIEINFORaNG AND SHALL BE Casr- 6. ALL CONCRETE' SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 W ARS -SI D• 2U; IME �F FABRICATION. B DAYS EXCEPT DRAINAGE STRUCTURES., >A. .TODENSITY PROCEDURES:GENERAL NOTES. :' INN STAIDARD Hooks nm``'GRAVITYCNSEWER I AND SECOND STAGES u D82 BASE STEEL 7. PRECAST CONCRETE MANHOLES AND CATCH BASINS SHALL' MEET THE REQUIREMENTSTHE BACKFILL FOR THE F RST Approx, GrateOpen A- Pipe Size In. WL Lbs, Am SP. in, [k9l , [ 24-0•,56151.7&102127.1q 54[2Aj THE CONTRACTOR SHALL PROVIDE ADEQUATE 4'-0" 3011" 8,10 [243-254) 56 [251 ENGINEERING SPECIFICATION: ZURN Z5S2 -- " 1• SEE NOTES FOR TYPICAL TRENCH DETAIL FOR OF A.S.T.M. SPECIFICATIONS C-478 AND 64T. SHALL BE PLACED IN 6 LAYERS (COMPACTED. BACKFILL AND BEDDING MATERIAL SPECIFICATIONS. 12 3 fDierraetervrlde9a eflODrdreln C�urD-QOek�dcasklrorlkautl F I �I � � I* THICKNESS AND SHALL BE COMPACTED TO 98% 0 •E' with bottorn outlet, seepage pan andcombinaiionmembraneflashing MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 8. CONCRETE FOR PRECAST MANHOLES AND CATCH BASINS SHALL HAVE MINIMUM „ SECTION Clem and frame with Ilan �farhea heavy-duty slotted 2. BASE MATERIAL. SHALL BE PLACED IN 6 LAYERS AND COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. p ng g YY !t Stage 1 grate, with suspended sediment bucket. EACH LAYER COMPACTED TO 98% OF MAXIMUM DENSITY PLUG TO REMAIN ' CO COUPLING PER AASHTO T=180. 9 REINFORCING STEEL FOR MANHOLES AND CATCH BASINS SHALL CONFORM TO AST M HAR � PU IN PLACE UNTIL ..TYPE " " A "B" B " " C " ".. D "E"' REVD. FOR CONNECTION TO CLAY PLUMBER MAKES THE CONTRACTOR SHALL PROVIDE ADEQUATE 4'-0" 8" a teo tions OPTIONS (Ctlecklspec2fy pI't� P ) 4012"CCEW 4012"CCEW 6'-4" VICES ONLY. DONUTS NOT ALLOWED SER ( ) cX)NNNECTION COMPACTED FILL BENEATH THE HAUNCHES OF THE • * 3. ASPHALTIC CONCRETE' PAVEMENT JOINTS SHALL: BE 8" 5012"CCEW 5012"CO=W 7'-4" M-6 6'-O" 8" PIPE, USING MECHANICAL TAMPS SUITABLE FOR MECHANICALLY SAWED 'AT SPLICE POINT. 506"CCEW PIPE E . (Specify sizeltype.) C1UT�IMT E' BODY HT.. aim,PURPOSE.' 8" NOTE THIS THIS COMPACTION APPLIES TO THE 506"CCEW 9'-4" 2 tMu 6 8-#0 [51 ti1rU 152-203-2541 I8'-0"10" (nSIdBC®alk 5-114 133 I ) - ' * 1. INVFRIED BRASS CAP SHALL BE USED IN GRASS AREAS IN LIEU OF CASTING AND COrtE COLLAR, MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED. 4. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED - 2U1ru4-6[5lthru102-1;52J . IG Inside 5- .14 1 S3 # [ ) 2 MINIMUM DEPTH OF SERVICE LATERAL SHALL BE 3 FEET. RED OR TOE ANCHORED. AND FEATHERED 2 thpi6-8-10 [51 thru 152-203-2641 IP 'dreaded 3-314[95] 4M Sta e #2 _ 21hru 6-8-10 61 khr�s 152-203-2M] .NH [ No-Fiub 6-114 133 [ ] 4-1J2 #14 COMMERCIAL CLEANOUT TYPICAL COMM SHALL AWELL-COMPACTED THE CONTRACTOR SHAL Vll BECONSISTENT W TH THE 5. SURFACE MATERIAL WILL I ..TYPE " " A "B" B " " C " ".. D "E"' " " F M-4 4'-0" 8" 8" 4012"CCEW 4012"CCEW 6'-4" M-5 5'-0" 8" 8" 5012"CCEW 5012"CO=W 7'-4" M-6 6'-O" 8" 8" 5012"CCEW 506"CCEW 8'-4" M-7 7'-0" 8" 8" 5012"CCEW 506"CCEW 9'-4" M-8 I8'-0"10" 10" - ' * 506"CCEW 10'-8" SPECIFICATIONS A-615 AND A-305, LATEST REVISION. GRADE 60 STEEL SHALL BE USED DIMENSIONS m p � .8. C. ASTM D2321 CLASS 2 .E. A• .B. C' FOR TOP AND BOTTOM SLABS. X-1• 2'-4 3'-0• 11• is' 30' GRANULAR BACKFILL PLACED AND �- \ .. . 3,-0. V-6.^ 3•-4Y 10. ALL FE -BAR SPLICES IN CONCRETE STRUCTURES SHALL HAVE A MINIMUM LAP OF 24 BAR 1 •_5Y W. 48' DIAMETERS.. 11. ALL JOINTS IN CONCRETE STRUCTURES SHALL BE FINISHED WATER TIGHT. W a o I 12. ALL SPACES AROUND PIPING ENTERING OR LEAVING MANHOLES AND CATCH BASINS 4M 2thru4IQIUIru1OZ} t~w. NeOloc [ 1 EXISTING SURFACE. THE AFFECTTED AREA SHALL BE SHALL BE COMPLETELY FILLED WITH 2:1 WATERPROOF NON -SHRINKING CEMENT BED AND FILL ALONG THE SIDES OF THE PIPE AND R T ' EQUAL. OR BETTER CONDITION. ' N.T.S.TO A POINT INDICATING THE TOP OF SUB -GRADE RESTORED 0 Q MORTAR. PREFIXES PRECAST DRAINAGE MAN H 0 LE O - Z I3C.C.I.Body end Top' MATERIAL. c0 O N.T.S. 13. REINFORCED CONCRETE PIPE RCP SHALL CONFORM TO THE REQUIREMENTS OF 6. THE DEVELOPER CONTRACTOR .SHALL BE RESPONSIBLE (RCP) tt7 17,C.C.L Body 1rrlth Polished Bronze Top / „ „ M 4' A.S.T.M. SPECIFICATION C-76 FOR CLASS III WALL THICKNESS B REINFORCED ZN C1,C,C:1.8a tvlkh Polished hllcfsel Bronze Tsx FOR COMPLIANCE REGARDING ANY ADDITIONAL . d• M R SPECIFICATIONS AS fiEQUIREO BY THE PROPERTY OWNER. CONCRETE PIPE AND AS MODIFIED IN SECTION 941 OF FLORIDA D.O.T. STANDARD c0 M FDOT, COUNTY, CITY; ETC.....) SPECIFICATION. O SUFFIXES ( TC Neo -Loc Test Cap Gasket ' Coaling 8 L� AR Acid Resistant Epoxy 9 P 2 :i1 102 NL Bottom Outiett?rTl , 14. .CORRUGATED METAL PIPE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 945 lfn erdeckGlaR1 » 7. EXCAVATABLE FLOWaBLE FILL WITH ULTIMATE m 00 _ 'C d Is TS To S�.IreriVUllh Staffed Screws P 6 SIVE STRENGTH BETWEEN 50 AND 150 PSI OF FLORIDA D.O.T. STANDARD SPECIFICATIONS. J O _ -t?C•I GturesistGrate COMPRES R m c0 VP Vandal -Prod _ • � MAY BE USED TO ­SUBSTITUTE FOR THE BACKFILL AND ion Frame S Total Height R d. v r •t= Extension (Specify r9 Req'd,) -WS Vr'Ide Slotted Grate BASE MATERIALS IF APPROVED BY ENGINEER. A A -G GelvarilzedCost Iron -•- (50 [323] Sq. Irr• Open Area) • 15. PVC DRAINAGE PIPE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 945 OF Z -HIP Heel Prod Grate ., sD c0 Z 2 AN DAMAGE TO TRAFFIC SIGNALIZATION EQUIPMENT SHALL 24bIA FLORIDA D.O.T.STANDARD SPECIFICATIONS. Z -LY Lase BeclfrrierttBvcket < 8. Y D Q Z ---- (Less) � • • • BE REPAIRED BY THE PALM BEACH TRAFFIC DIVISION � Z CD U p � nda Strainer - w Secondary a AT THE PERMITTEES. EXSPENSE: W Z I .ASPHALT 16. HDPE PIPE SHALL BE HI Q PIPE AS MANUFACTURED BY RANCOR, .INC. OR APPROVED >- - -.► Stabilizer Assembly See 2:1036 : �. W W _! d "( } EQUAL Z Z -SS Stainless Mesh Liner for Bucket V111171111711100001 > Z 0 Ln -- - 00 ; . 9.` THESE SPECIFICATIONS MAY BE SUPERCEDED BY THE M .� .- • a O ADDITIONAL Z Cn DATE. 11116111fI C.N.IGt. 1204,52 b PERMITTING AGENCY. 17. .ALL LABOR, MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN STRICT Z � REV. G 00 O REINFORCING W N a %