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102 AQUATIC DR - RETAINING WALL DRAWINGS E _V a d 10 U U o .� od ME —O a= NQ A z' �o UATIC TOWNHOMESO a � * ��a z I0 M W M 7 z 111110-rz Ln o Lh N V N �0 0 L J� oN mZ Q ATLANTIC BEACH FL z � No REVIEWED FOR CODE COMPLIANCE < } < . z CITY OF ATLANTIC BEACH w o SEE PERMITS FOR ADDITIONAL ul PREPARED FOR REQUIREMENTS AND CONDITIONSm goo 0 TRIBRIDGE RESIDENTIAL ®aaa®a z z RE fEWED BY: 4 DATE: a� I 1575 NORTHSIDE DRIVE, ( G BUILDING 100, SUITE 200 �+C. U)&__r , W W ATLANTA, GEORGIA 30318 �'�•c-€..5 5 U PHONE: (404) 367-6523 O U 0 STRUCTURE PLACEMENT PER APPROVED SITE PLAN w m IS NOT VERIFIED BY ANY cn J STANDARD COUNTY INSPECTION ( w Q fn i- = Z z z U w a w Y - - I d O m w z o a z of t ice: I; onne ic DRAWING INDEX Q H 0 er { nc, a ING" SHEET NUMBER SHEET TITLE a •"�- � � 1 COVER SHEET � 4 . • 2 GENERAL NOTESN `u a '¢- { nfi iCvel�_ Planning Engineering Landscape Architecture 3 SITE PLAN >�a z e ` rHii p rMB y " 4 PRE—DEVELOPMENT DRAINAGE PLAN mz�' Q n '? 10060 SKINNER LAKE DR., SUITE 500 5 POST DEVELOPMENT DRAINAGE PLAN zUj a 6 PAVING AND DRAINAGE PLAN � N x wu, JACKSONVILLE, FLORIDA 32246 7 WATER AND SEWER PLAN — �- ffi O° (904) 265-3030 FAX: (904) 265-3031 8A- 8C PAVING AND DRAINAGE DETAILS ect No.: 8 1-0 VICINITY MAP 9 POND MODIFICATION SECTIONS igned: Drawn: C.A.NUMBER: 3650 L.A. NUMBER: LC2600031 1 10A- 10E WATER AND SEWER DETAILS J.E.W. D.C.G. WWW.cwieng.com 11 CLEARING AND SEDIMENT AND EROSION CONTROL PLAN Checked: O.C.: T.30. R.C.W. g 12 STORMWATER POLLUTION PREVENTION PLAN Date: 4 13A— 138 TREE MITIGATION PLAN NOVEMBER t2 2015 4 Scale:14A— 14B LANDSCAPE PLAN 'm Sheet V a . N V M ^tin E 7 5 rn O C E v M y CA 7 • Z u \OQU m w a O N m Z Q O C W O CL < d Ir w IL N C F w w 0 Z 'j } mZ � Q 0 O o C3 D W o d m p O as a Z Z L r r a U) a W Z F- o O z J z Qo LU 0 W U z o W o U w 0 Ix EL W m 0 U) J Q o U' F- L O 2 Z U W a z D U O f^ Z W V, Ow CO Y U H U Q w W 1.16 C) I— a 0 � 1— zQ Cr Z Q o 0 a ~ W a V NW O m I=.. Z J� o N N Z �O W �$ 4 WLLj W�� Q ,p F s CL eD Project No.: 16-01-0006 'e Designed: Drawn: A 8 .E.W. he C T.B.W. 0 R.C.W. m Date: 7 as NOVEMBER 12 2015 Scale: 4 C? Sheet m W CONCRETE SIDEiWAIK >,p ADJACENT TO PROJECT Y 1ia1 x,•,a V dN'0 I BOUNDARY ' 4 LIMITS OF 6'WHITE u I 10'BLDG-SETBACK ON VINYL FENCE NORTH SIDE OF PROJECT - �! CU • o I MATCHLINE SEE DETAI THIS SHEET PROPOSED ALUMINUM FENCE TO MATCH EXISTING NORTH _ - ! STA.13+86.78, N SIDE OF DOG PARK ON NORTH "-_ gin _ _ 1 103.35 L �6 -> u SIDE OF PROJECT BOUNDARY - -'!'- STA.13+88.93, CO ,••I (2.0'MIN.SEPARATION FROM -~11 41' 'F- 15TA 313+92.65, 'C SIDEWALK,TYP l 99.00 L M * TIER STA.13+94.52. ^O sC- C I 5 TO REM 1 9 A.13+94.69. ' p M G If WHITE VINYL FENCE � � 52 33 1 �" A?13+93.32. 1�T3 q � ^1 O,-Z 1 83.96 L li! '� v1&4 4. NT•17 " .gi 1 STA.13+89.50, !f J A 1 y�-.� UNIT APT. -x 79-92 L 11ft-, V/ _ „ 177- ( 066 S.F.) W p I 75.99 L 9 �- O w BLDG. - 1STA 13+87.39, C 1 j 4`, STA.13+86.24,STA.14+86.2i !� `, 47.4 L w ; iJ *p 55..0 3+33.59, t ; ,�k R STA. +90.39, Z N 12 WHITE �' vA 46.65 L 0 < i:'i STA.13+94.05, W �L O c TA.13+29.50, N 43.19 L D G C) N +sx PUNK FENCE TO 69.15 L g76 X30 W. , Id STA. L RG' ' 7 Z _._.._.�-�-. •17' " 5.91. d z Ln H ..__ ._.. -... _ . ------ -__. _... D P `'• STA 13+9 \. MATCH EXISTING I BAR i ,Z e. MIAMI CURB AN STA.13+29.44. 1., STA 13+65.95, 1+ R30',TYP. - N V m INSIDE DOC PARK 'PAVESM Ay, GUTTER,7w. Ln 4 25.82 L xo o \ STA.13+24.76, N '43'57"E 32.36' STA.13+91.41, C N , 2414 L � ccrSTA,13+1�37,J 14.68 L TED TFI RE�M� R3',TYP• 125.0 L I STA.13+22.61, C t R30'� 36.26 L A S ^ - EXISTING TA.13+09.01. 8,PIOSt.O z (4DA CURB RAMP MTERLWE INTERSECTION QQs t l"�� I 98.94 L \7 11 O FOO REFER W/BOUNDARY ------- T/ 330044�) ! - } "ISTD.STOP SIGN/STREET m v I --rte ---- , .3+75.93 DRIVEWAY A ePP34tSl►1�i7-E24Si1NC BDLIITN_---. _ ------__.._ 'N 1 ; SIGN COMBO € 1 STA.13+91.87, 0 --------------PBS------------------------ 5'SETBACK # 51.5' Of Do POtr^ / t: a / STA.13+15.50. EXISTING CUTTER STA. +97.35 A.13 02-74 TO RET13+97.00, w --- __-_-.APEM)aMATE EXISTING NORMAL WATER LE)N.. ----- , IST 13+D9;L 5.65. _ STA.1484.134, x•- �--- k 1 40 A5113+92.20, +9 - 20.0. Q �� i +9 484.13 L -------- --- -----__---_-------- STA 12+74.30, }{ 44.59 R z 1� - - -.-•- - _ 118.07 L SERVICE s .12+72 88 fD 7 STA.133+68.15, _ _PROPOSED NORMAL WATER LEVEL - 31.29 L 1',a 0 R50' c F ' SINGLE RESTROOM AND STA,12+69.00, PROPOSED GRADE BREAK PARKING _1 COVERED PAVILUON(SEE 0 441.46 L +528 L AREA ARCH.PLANSx1,330 SF) w +56.L 1•," m STA.12+60.97, n'STA.12+56.46, 3p"W PARK AREA(REFER :: 481-02 L 98.50 L 5?A.12+62.24 •1T' 1 PROPOSED MODULAR BLOCK RETAINING WALL77�- 49.82 L , TOa �(�c PLAN) o STA.12+45.14, STA.12+56.57, O 14.75 L� 16.97 R n� -.-. .. T,-'W`- 4'CONCRETE �� SIDEWALK'COCRRE Z N _ ra;�i: as STA.12+59.02, STA-12+59.66, 233.72 L '�-,; 58231 OD» 1 SIDEW ilO PROJECT k- 587 LF. 291.44 L RETAINING WALL A.1277.15 L STA.12+61.81, ,1 I nl ;'` BOUNDARY or.• 247.74 L 61.97. STA.12+63.37, ' Q 268.92 L STA.12+63.35, L_- --- _ I 3 UNIT AP 255.90 L CURVE TABLE °F"^" `""•'••""• I (7.189 S.F. I t s uN�ITG b,{ of n o 10 _ < 1 (12.006 S.F.) `I`� Z CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA I 10 p J C1 41.00' 14.56' 7.36' N80'30'54"W 14.48' 0'20'56" z C2 175.00' 79.29' 40.34' 52'42'43"W 78.61' S 5731" I 1 vw'T n l PAVEMENT w 0 V WHITE CL MARKING,TYP. w C3 30.00' 33.53' 18.76' 54742'43"W 31.81' 4'02'29" .. > ' o 8 1111 ' t4 STA.11+39.50. \`, 10'BLDG.SETBACK ON U) I 21.19 R EAST SIDE OF PROJECT C�•{{�� (+�[t pl. STA.11+39.24, 50' S 0 NOTES: S i R U C 7 J f 19.95 LE ft S 1 STA.11+09.27, j 90.90 R 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. 962'43'58" " 0 1 .-. 1--,! I 31.00' f- ZMP ¢0»E 50.50 d1A x.r .. ` cc 0 2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISENOTED. PER APPRG✓FD )i PLAN 6'WHITE VINYL FENCE 45 3. CONTRACTOR SHALL PROVIDE CURB RAMPS AT ALL PLACES WHERE SIDEWALK I e o TERMINATES INTO PAVEMENT.CURB RAMPS SHALL COMPLY WITH THE LATEST ADA CODE L'NOT VEP! �� By ANY �� STA.11+26.86, 1`` w . 21.25 R a 18'WHITE PER FDOT INDEX 304. - 96243'56"E # PAWMENT m I� , `� ! 1"i" 5'BLDG.SETBACK ON 31.00 w 4�CONCRE S t MARKING 4. ALL STRIPING, PAVEMENT MARKINGS,AND RPM'S SHALL BE IN ACCORDANCE WITH FOOT STANDARD vl1-?,v; r I � �CTfON @ (n J INDEX 17346(EXTRUDED THERMOPLASTIC MATERIAL SHALL BE U ED). = WEST SIDE OF PROJECT I T"-11Zo a U) -J 5. STOP BARS SHALL BE LOCATED 4.0'MIN.FROM CROSSWALKS A /OR CURB RAMPS. r m 11 r, 5'CONCRETE SIDEWALK L _ Z }� ADJACENT TO R/W LINE rn 6. REFER TO THE TREE MITIGATION PLAN FOR TREES TO BE PROTE D. 3 UNIT APT. 1� '� I- 7. ALL ELEMENTS THAT ARE PLACES OF PUBLIC ACCOMMODATIONS ND COMMERCIAL I BLDG MIAM 1 Z '�'.' •'`;a.4''' .-... •"� PROPOSED PRIVACY (7.189 S.F.) b'. GUTTER e O = Z FACILITIES ON THE SITE(INCLUDING ACCESSIBLE ROUTES AND P KING)SHALL MEET ; ;1 PROPOSED 3'ALU Lu ¢ FENCE ON WEST SIDE 1 a- PICKET FENCE ON T THE REQUIREMENTS OF"FLORIDA AMERICANS WITH DISABILITIES CESSIBILITY OF PROJECT BOUNDARY I o w 1 SIDE OF PROJECT' Z Q 0 z IMPLEMENTATION ACT",2010 ADA STANDARDS FOR ACCESSIBLE ESIGN AND 2012 Io 1 0 1` BOUNDARY(2-DIN. o - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND E FAIR HOUSING ACT, I 1 1�. 1 SEPARATIC I W WHEN APPLICABLE. 11 N 1 1 s UNIT T. Z 11 SIDEWALK.TYP.); O mLLI 8. EACH TOWNHOME UNIT SHALL INCLUDE A TWO CAR GARAGE AS REQUIRED TO COMPLY o 1 WITH COAB ORDINANCE CHAPTER 24.SECTION 24-161(H)(6) II 1 i 1 1 (12008 sFJ 1 f i'`Y F' V �wl� 1 1 PT.STA. ; { q U I","' a UI J I I R13' 10+14.56 t $ ? �- Z Q z > STA.10+14-0z, It °} q ,n Q z _ {+ 21.25 R E 50.50' ; j ° Q J m 0 3• 45�" 0 4` 1 00 , 1 STP.11+26.72. 58243'56' {O I' O n/ 0 x - STA 10+17.13 600 R Q LL 1�' �'PROPOSED UTILITY tui 1 6.00 R 31.00' r O t _ A.f. '1E6�19. r 16.0' 1 t I WA70 AIN/ fit,'T FOR ! sT..11+38 22 a j 78� .�; �'TA" �T3 PVM'T ;� a O H CONCRETE EAVY DUTY `� 11" 'E 89 _ R4' t a M F' '" 10 DUMPSTER PAD '-} 12"'yFIITE G1 AIX w o _ 2 I TEMPORARY _ - k;i, V SCREEN 1 1 .83' i ITE R31' ¢ r R I CONSTRUCTION } WALL AROUND 16.0' 89'1838, 14 AVEMENT ; N� o � EASEMENT y !l? 1 DUMPSTER PAD - PVM'T 20.0' MARKING �m STA.11+38.22, ` I PVM,T STA. 0+5.26 L o 24"WHITE STOP AR 1+��0 W !i• 8,D0 L u1 STA.11 30.49, _ 5'CONCRETE SIDEWALK �+' i'. �T1MO"+" is.zs L 0 'W w'1 cw# STA.11+26.72, r 7 i IL I ADJACENT TBOUNDARY } 1,"°„�;, 10.00 L --' I `c3i DL G.NIT AF 10+ 00 DRIVEW A ri ,i .' w1,i o / N 10+ BB DRIVEW B iv 1 Fa v_r a I LIMITS OF 6'WHITE 11 LIMITS OF 8'WHITE 3 VINYL FENCE VINYL CE I o a N n p I 10'BLDG.SETBACK ON NORTH SIDE OF PROJECT °"`" ' 20 LF"•PROPOSED S ALUMINUM o Ci aa -__------ ` PICKET FENCE ON WEST SIDE OF N89;,9-38E 114.8 rL r _--- r ,3 IOAI* Project No.: PROJECT BOUNDARY L t; PROPOSED ALUMINUM FENCE i i i i i u�4' i i i i�� STD.STOP x" 16-01-0006 TO MATCH EXISTING NORTH •"'s"`MATCHLIJ SEE ABOVE _ ! STA.13+86.78, SIGN i Designed: Drown: a I SIDE OF DOG PARK ON NORTH - 103.35 L IMPERVIOUS SURFACE CALCULATION x..n".x xx i I �n 9 nxx.� SII►. c I SIDE OF PROJECT BOUNDARY 11 4' STA.13+88-93, I.'. ./ J.E.W. D.C.G. Q (2.0'MIN.SEPARATION FROM j"- - 4SSd'E - '; 'SDTA313+9255, TOTAL SITE AREA=74,333 S.F. -- - �--- --- 1 .�a ,•w ,,�iE Checked: O.C.: 99.00 L g I SIDEWALK,lY��/ 1IiPr"tXJtl'ER 1a 1 9T 7913+94.52. - �"� _--_ --. ._---_ __ __.-_!`-- -ar-- -- Dote: xx.i w K+w"o /� T.B.W. R.C.W. 9w _� _ s 4 I To REMAI .79 13+94.59. IMPERVIOUS AREA-42,000 S.F. �_ --- - =__-:;=TFC s2 L 1`°"p`" 20'BLDG SETBACK OFF ®- Scale: 12,2015 I? I B.WHITE VINYL FENCE 1 3, 5233 0 1 A9.613+93.32, IMPERVIOUS SURFACE PERCENTAGE= 57% ASM � 'ATLANTIC BOULEVARD ATuwnc BowJrvARD 1" 30' o I NT n 1 j STA.13+89.50. FENCE ON SOUTH (100'ROW) UNIT APL 7552 L ALLOWABLE IMPERVIOUS SURFACE PERCENTAGE=70% """ SIDE'°EF PROJECT 3 BLDG. 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" u.ii l,�III.I�I V'� �' � .;:.� � ,� �� ..X, ,.; ,� ;. .a, ✓s w a DRAINAGE DIVIDE LINE 8 - 25 EXISTING CONTOUR o c rn , E SOIL NUMBER - q 3 g : , z I' It Lj II'I s s h ,z:.�..,.m,.,..,:. :«s, ;. :::. is �� r „•C,::: ,:.;, ..g. ,: ... +�{,4 oLEGEND - a SOIL SOL NAME HYDROLOGIC r a NUMBER GROUP 16- -0 8 Design W.G..r 22 EVERGREEN— a x: ., ,.: >,. - :.," _ �,.'��, :, ...', ,.. � i ,, -„< "� : —__ � ",,� r J.E.W. � WESCONNETT 1.+ '.�: '.r<,� -'�; a �d'”�" ,..: ,. � :. .'..�..� ...:m �d�ri� :. ..,, ',' ' :" st � � `.�� 1 -� Checked: 32 LEON A, so 35 LYNN A , g, Mr g 71 LEON—BOULOGNE As,_ ;s > „.. ` New ,',,t ; �a, - -.v •a,;:,. r<<"- `""t' * ° C? NOVEMBER I2 2015 SOLS INFORMATION TAKEN FROM CUSTOM .+'° '.�M:YIBIi`'MAi:. " .,....,.. ,. „ ....,�.. ;::. •„. ..�.:. � ,,,. „.:..� SOIL RESOURCE REPORT FOR DUVAL COUNTY FLORIDA FRONDED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE WEBSITE DATED MARCH 16•2016. a yT,ym..°.",,...°..N ti a f»w >ax.,�ax:a..+.,".�:a"�v.a;.^;Y,..x..w�.,.a"x kb y.,'.zraaw>W:.r�...•.^e„.„:+...��.,.a'3..`az�m".'.tt>v<,aY«."as,,��n.»..ca..a1�...s.,.my(,'..sxr,n»..i,,a...��R�,'�*v�°>",a�:rFi..d..`1.:..,n,:,,av-�.,a...x,a..::.%,i.5:...W,..�;H'.3N�'kF,",«:.».,e.a:.:....«'; ^�.,,- ,��,...,..,»n.A'.':. �Y v..,,..:.r a,,..,,,x..«.^z^s,.�Y,,r.,..,a.,�..':�,.„z„a_m,.u..„.w.„,�.:,:M. ,-::°4-a,.,°4..«�.:.:,:>�:xW�*Ys»ns3�.°..`.:'�.Ra'4^.zi{,...,,!e.¢o✓�;'°-aa;�.&.a.o,.¢aa�"et.,.-�",,f��"j”�r.,,.°W.$.t*Exa't ' .•,�i' d„aKsa°+'.,..”p, gxxrcgz ^ ., �.'„ ":w .. ,., ;,« w, .,. �.. .,":,r:,'•rr, .".", t":..,... ,,,,"..":.,.:..,,,.,,,-, "..,:., ...,:..1.,,s+g;w -. ':: ,..xa' w ':� Sheet I y Cs` `fit P Lr tg^ P ALUMINUM FENCE MATCHLIN -'DETAIL THISJSHEET �,.t' SAWOUT AND CONNECT N ~ q MAl'CHI C EXISTING(FENCE TO a y IIFOVIN�GOOD CONDITION)MAY BE REUSEDu ;v.,,,oT- TO L70511NC SIDEWALK L, ; V FLOWLINE OF DUSTING GUTTER DU I TO REMAIN.TYP. PROPOSED CHNN LINK FENCE a n E IN.S BE REMOVED AY NG BE REUSED ,CE M �I 'u • 5-13 6 HDPE i �� ^l Z g IF IN*00,CONDITION) $,0 y tV 06 Ad* qVamiIIIIIIIIII •kms.'.» .=:.I' .+ n >I '! \ 12 F. BUILDING 1 J * « � Gj L O n -Fg. SAWCUT AND REMOVE O 1a 2 in w REMOVE_AND REPLACEJ�OS7ING CHAMI cy I - ,i!a Z EXISTING ASPHALT TO `� •b� �'-.. LINK AS_REOURED TO CONNECT" CONSTRUCT MIAMI CUB AND a� N p CONTROEAWSTINL TO wA16. AIN( rr:�fp_,_ TEx ANS=,_\ „� I , 'SElVAmMR .�03,t �. 53 F. •\ LANDSCAPE ISLAND. F''1TYP. .�M E w STRUCTURE �..e.' _-_�> \ TWa 15' P ` C`i M Z cc a -5.OX MAX LINEAR STORM UNDER EXISTING „ 6 5 SLOPE AND 2.076 w \ l `:... _,t •S MAX C 570:IITARY-SEWER'MAIN.-_ ,eF l `'•g W. BREAK POINT ,G CROSS SLOPE THROUGH by L;N¢ m CONTRACTOR SHALL CENTER ';% CROSSWALK.TYP. '�' v w �o PROPOSED STORM PIPE i ' '1 , i S-2 8.60.7, C app�pp C m N E)aSTING DOG PARK BETWEEN JOINTS OF EXISTING \t.. ` �� \ <1 $ - S70RMWATER SANITARY SEWER MAIN(USE ��\ •` _ ^, - e { APPROXIMATE LOCATION OF EXISTING MANAGEMENT FACILITY CAUTION WHEN WORKING NEAR =�4�b"` � i i r _---..._.-_-_____ POINT (srouTraPOADf - _- -- --- - E)9511NG.tLTLITIES) LIMITS > `' I ` ..B6TrOLj'bL:-w(-)5.1t -� REMOi A �F S'-1 i. ,;; � 1 _ EL�430 9 m z .. f� DC•3 Pp"+D j EXISTHNuNK- Af)} i I ! u s. 90 F. t r S 38 LF. 3 i ---------------------- --QtADE`BREAr,Pooff fOR-INQUE TOP ¢¢EE 'T 4 VALLEY CUTTER -- ------ +u ,,, Y---_._.---_____ _--_---_ -----.1tEM0.V�_nneTING M.E.S-AND ---- ___OF BANK TO INCREASE TQ p EXA3lON "L I E x<' I24" a 1 _ _ PIPE AS REQUIRED(APPROX 4.4 ON EAGTID OF POND WHERE n 1 O� -- C.I.`M�S�PROPOSED NR��)BAN* PIPE AS REQUIRED APPROX .�'' ° 'OX 9 S-1 Tp 4 _ "rt ?. w 1 - ------- - -20 CF. CONSTROCT RENT' TO GRAM SARITARYSEWEt; EL NO \ x 1 - - _I_ REMOVE EXISTING M`5.AND S a r'0 W eePr1o701h�TE.LQCA_naN�EwS�yG PROPOSED INV.-(-ZQ.nf)_--- ) �" N_ 0 ,s g ^ \ ,a� NWL EL G9f -- .' _GL.LFMFC. TO CONSTRUCT NEW_ - 'UMI OF i "" S rr.'4 RESTROOM F.F. 5 } OF RESHAPED �..rj� p�, REMO 0� a i� EMSTING INV. - _ EL 7.60 P BANK - - APED SMF ,a / + y�N �. aJTFA�� p.48fi. CEt FEN 'N y �" w` SLOP MAX LINEAR % - u, w�` I SLOPE AND 2.OP MAX w -- ' ;h� ` �"+ CROSS SLOPE OVER _ -. r .�. a SIDEWALK,TYP. :3 EXISTING 18 RCP-' °.�' m .rz. w m`Z'{y8 4.2'n �.,n :a i 9 p O • w� ��. Luo ly',� g:A' N g. 9;tC W• < i B f HP PLF. xt o t- T.0 _ 9 G QQQ�Q eI REMOVE RISER/SAWCUT �__ery• Y \ '; w - iP PROPOSED 2 STRUCTURE AS REWIRED TO r MODULAR BLOCK 9 CONSTRUCT C.I.P.TOP AT ? 1 1 ~ RETAINING WALL �, ELEVATION 4.15 .b ', I ! ;I� F t� B"HOPE TRUNKLINE Q (TOP OF WALL EL DRAINAGE STRUCTURE TO REMAIN L_ ___ 80 \ FOR ROOF DRAIN Z 7 (EXISTING INV.EL-(-)0.37t N nrnnox.an'::"a�.na.,u ._i�1 N.G-0.2 [ PO�i__- I (MIN.S-1.OP),TYP. Z EXISTING INV.EL-5.02f S) EXISTING STORM PIPE OVER 7.I -- ." w EXISTING SANITARY SEWER !. 6'HDPE CONNECTION LJL 0 T' .05 TO ROOF DRAIN.TYP. Q Z s F "�- (REFER TO ARCH. DRAINAGE STRUCTURE TABLE A° 1 PLAN FOR LOCATION)YA z GRADE AT STRAIGHT Z a w NO. STRUCTURE TYPE TOP INVERT EL. " SLOPE FROM BLDG EDGE TO BACK OF SIDEWALKQ 0 -1 STD.MES -3.50 24"H ,� CONTRACTOR SHALL M E 4' ! / 7 L W F�OINT (GRASS ALL DISTURBED (� cx S-2 IN 6.60 -3.35 24"HIc VERIFY GRADES OF >: ¢.SS S-1 ATF°') `"' 0 i EXISTING SWALE ( i ',1 y ,m 1.30 78"H o OUTSIDE PROJECT Z w 0.25 15"HF BOUNDARY ON 0.03' 3.05 12"HF ASBUIL75 I � �' � ,a 0 3 TYPE C INLE 18"H 1 I 1 - ;,�Z,_, w -0.20 12"H W - LF. +`;sem"��« a a HP ADS 1.10 72 HF E S-4 m 4 15"AD INLINE RAIN 0.00 12 H 3 4 l, i' FOR RP00F DRAIN TRUNKUNrE « TTY-PE 77 INLET 6.85 0.10 15"H (MIN.5-1 ,Tt � J 0.10 15"H 125 HP ADS ! - # 0.04 A W J Q 0 $ TYPE C INLE 0.25 15"H .03 Ad `'}- ♦ -. g C LL z 2.95 12"H t' 1 •>, R G - S-T 15" YARDDRAIN 6.60 3.20 t H 1 I 4- «'6"HDPE CONNECTION 0 = Z 3.20 12"H NOTES: 1`' F'F+ - 7 .�'' z FEL N TO ROOF DRAIN. W a 15"ADS INLINE DRAIN 3.35 12"H 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. tl F. (REFER TO ARCH. �^ _ �.J 3.35 12"H 2. CONTRACTOR SHALL NOT SCALE PLAN BUT SHALL REFER TO SITE PLAN FOR ALL LINE DIMENSIONS. IT +6.55 LAN FDR¢ocAn Z Q I - 8"HOPE TRUNKLINE MI�F1 P NT 1 -"N k', - w S-9 15"ADS INLINE DRAIN 6.60 3.50 12 H 3. ROADWAY UNDERDRAIN SHOWN HEREON IS BASED ON THE PROJECT GEOTECHNICAL ENGINEERS FOR ROOF DRAIN SLS W 3.50 12"H UNDERDRAIN ANALYSIS. FINAL DETERMINATION OF LIMITS OF UNDERDRAIN MAY BE ADJUSTED 7.zs ;1 W Y S-70 15"AD INLINE DRAIN 6.60 3.60 12"H BASED ON TEST HOLE OBSERVATIONS DURING ROADWAY CONSTRUCTION. (MIN.5=1.0P).TTP. j I _ { ? k! P �f �; 0 m S-11 TYPE C INLET 6.60 0.40 15"H 4. ALL PIPE LENGTHS SHOWN HEREON ARE APPROXIMATE AND ARE TAKEN FROM THE APPROXIMATE 1 } Jr"�� W as 2.95 11TH CENTER OF GRATE/RING AND COVER TO THE BACK OF THE MITERED END SECTIONS. ( o I ' fi. t S-12 17AD YARD DRAIN 6.70 3.05 12"H 5. REFER TO THIS SHEET FOR DRAINAGE STRUCTURE TABLE. o I ; t V a J 6"HDPE CONNECTION m } S-13 15"A INLINE DRAIN 5.30 3.30 12"H 6. HANDICAP SPACE AND ACCESSIBLE ISLE SLOPE SHALL NOT EXCEED 2.0%IN ANY DIRECTION. TO ROOF DRAIN.TYP. .90 g -- s _ -14 15"ADS INLINE DRAIN 6.50 3.50 1T H P (REFER ITO AA .'\o ! S r y S„��.L °? O a J 17�f � 4 60 LF.�) i o t'!HP IAD t- `y, N �'� wa a, ✓g ! m O 15"HP ADS I ! d `4 0 w 0 t I STING CHURCH �\ J i S-6 m!`�^a 0 STORMWA1fR I 'k '�`,¢ a_ CL ` AGEMENT F/�CILITY 11 � NORTHPON q ( ��'' ` i.1 77 LF. V-SWALE W/41 - ' 0,2# c S. MAX LINEAR JN Y EXISTING OVERFLOW } AND 2.OX MAX. SIDE SLOPES AT GRADE SHOWN q j STRUCTURE / -� 1 CR SLOPE THROUGH rn c -�' 1> > (wesr mcE of SWALE TO,BE �. ? >� q -_ (TOP EL-3.703) 1 tR .J dIIGH« I r CR ALK.TYP. Z ,p r r ,t , BUILT UP TO PROVIDE U MIN. a, 1 `1` , Y < J 1 DEPTH.SOD ALL DISIUBED I -F y wz w w !t `LOW -- 7 8.550 -EL'r T 0' - ', w w S I I CONSTRUCTION _ _. / ' F. « a� .OB Ac3 POIN 1 1�1� t za O CL I EASEMENT `'; ,5+ " 12"NP ADS eF . '/ 02 Ac3 0 ' n p, I+ w Project No.: -i �'" 16-01-0006 m � 2Aet l` s-B I `s=ue Designed: Drawn: o a >f _ ..�' t �w,m. - I.E.W. D.C.G. ..an v _ L n...J 6 - " d�«>i'� O.C.: - .� .\+.__ _%..--.- _____.•'-'?�,w„ „<, .,.i.` m . - _, --_-___.^� - t y`g38 c,,+a 1 .2�.v,g rwasx sg"�''c=" o _, '.�5-..___ - MATCHLIN DETAIL THIS'SHEET .w ' "tio _ ,a�.a 3:. �-"`�� .^•;:-:� _ ° J,�_.� R.C.W. MA G DUSTING FENCE TO �n ,. - '1� SAWCUT AND CONNECT �aw.'1 - - •« '`�""""" MFwn* NO '12.2015 ( n j �'' tom+ TO EXISTING SIDEWALK ,'+ q 41 LF.«" BER REMOVED MAY BE REUSED c_ , �+_' 28 A UNDERGROUND GAS RISER IIF IN GOOD CONDITION) -° ca ^y^'_._.-- -,n° 'r II LE 125 HP ADS 1Y HP ADS 12"HP ADS (CONTRACTOR SHALL FIELD VERIFY _ oma\ , « FLOVA.IL OF -i 6'HDPE CONNECTION SIZE AND LOCATION OF ALL Scale: EXISTING GUTTER „„ate,; , TO ROOF DRAIN,TYP. EXISTING UTILITIES PRIOR TO TO REMAIN.TYP. �I ,a (REFER TO,ARM. CONSTRUCTION(USE CAUTION FOR LOCA110N) WHEN WORKING NEAR EXISTING 6 UTILITIES) IN Sheet APPRO TE LOCATION OF 0 EXI 6'WATER MAIN S t w..! o 1 i-n R �__..U--N-EWATEROER ---r,_-D-ETA--IL-IN"-S SH EX. EET � + - 4) 'a�$,p(6"MIN.CLEAR) (30"MIN.COVER) „ �� It I, ►� y O U i y w 1-6'90'BEND L'M x 1 1-8'x4.TEE . CONNECT TO EXISTING 8"WATER MAIN VIA 8'TAPPING SLEEVE AND ° 1 �. i 1-4'90'BEND 6'TAPPING VALVE COORDINATE CONNECTION WITH UIO.ITY PROVIDER. J 1-4"GATE w CONTRACTOR SHALL USE CAU71ON WHIT! WORKIN NEAR EXISTING i 'n.. 1-2'METER(TO I ALLIED M �1 g�z 3 UTILITIES AND SHALL FIELD VERIFY SIZE,LOCATI AND ELEVATION n t BY COAB) Ln OF ALL UTILITIES PRIOR TOI CONSTRUCTION) '~!` 2-4'x2'REDUCERS �¢ 1 11-TEMPORARY BACTERI .t rn b� ' r BUILDING 1 U' -.+ `1 PUNC POINT 03 ,., �, C y v) �, +!' 1 8'DOUBLE CHECK °r 41 y L W n 1 815 x. DE ECTOR ASSEMBLY O 0C z cn 1-6'INSERTA VALVE u 1 1-2* ALL VAL IN -'{!; 1-4'45'BEND `, a�". x z 1-6'PWG(SEE DETAIL,SHEET IOE) ( u 1 POLYMER OX " 1-6'4W BEND W Y p. O (CONTRACTOR SHALL USE INSERTA 't l 8"PVC SDR-35) II 1' ,t. 1-z'SADDLE w CORP STOP c E W B VALVE-ID-AVOID.LO_SS OF UTILITY SANITARY / d M Z M DURING CDNSTRUCTION,�OORBNIA i c __.. __._... MATT{UTLI !t N n ' TY PROM 1 "„ LATERAL AT ' 2' a. ' 1 4'225'BEND t.001r,Tw.(co. 1 bGQ t= I 1-6"22.5'BEND N - IN V.3.0'III. } `t w 18 WA7fR`MAIN l ! aIt It 01,PROP PR GI� y\`` l PRIVATE MANHOLE A E'A• C m c TO BE ICT CINDARY I n /R +. 4 STA.13+25,5.W-L i6 o 1 - -. x -s TOP EL .5. C" v+ ------------------- ._- 1-TEMPORARY V.IN-297(6')N >, _------ - _`__.i WATER VER STORM x BACTERIOLOCI -297 8" N m zQ __________ Dli v'=D I (6'MIN. LEER 'n NG P01 f -:777_______- __-__- e ._.-_. -� / (30"MIN. OVER) �i� a� _ n n.. N ) INV OUT EL 2 80 S r __.._ .____.____. 1,t PIPE WATER SERVICE TO RESTIROOM N W 1 r� ---------------------------------------.---------- IEXS NG 6P"WOPOSm-�., tic CORP STSADDLE P 1 � p, 11 "",°• o C, D0 t�IJ� IN AND PLUGS I 'fN 1" 4+e ":"_ _ a ALL W TS ON _ ` O S 0.40% L - ,t � oo 6' ITER N BETWEENo 4 8"PVC .._. -.. -x- T�PSrSHALL BE NNW °,` "• '} '> >- `"---- PROPOSED WATER MAla-Eft 30"BELOW r / u a D z -- --R€TAMIVH6-WAitAN6-90'BEND UP TO PASS It m z OVER EXISTING SANITARY SEWER It �, 1 o O • -2-8'90'BENDS w1 if o 0 W 6'MIN.HORIZONTAL SEPARATION BETWEEN '„' �1 6' C DR18 e 1-6'INSERTA VALVE ° "k -SANITARY OVER STORM o , an 1-8'PWG(SEE DETAIL.SHEEPIGE) , rf Itl } (6"MIN.CLEAR) \ o 0 CON 11 i (36'MIN.COVER) "? ~ 1 6'225'BEND xr.s-au y5 ' Qa� O O xss-sa -------____ 2-- 1-4'22.5'BEND - R18 Z z =s=� -ear -- ---------- --- - --- ---- _ ..... _-,+ wATIR SERVICE + Il a as FtR CONNECT TO EXISTING 6'WATER MAIN NA 8'TAPPING SLEEVE AND ( 6'TAPPING VALVE(COORDINATE CONNECTION WITH UTILITY PROVIDER. (J f- CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR EXISTING f ! _I ,� Sul, t i-G ! UTILITIES AND SHALL FIELD VERIFY SIZE,LOCATION AND ELEVATION 1 WATER SERVIC B t��t y { OF ALL UTILITIES PRIOR TO CONSTRUCTION) l OVER FIRE MAI . ; -A WATER OVER 36"MIN.COVE ( EX.SACLEAR ,u"'"+.+.��a,�. - t tt` G W o 6"MIN.CLEAR 58 LF.- 1 F.F.0.. t 8.25 } ,� 1 w (30'MIN.COVER) B'PVC(bO.4OX 1 } }� (11 , '^ O I CORE AND CONNECT TO EXISTING SANITARY O S 0.4076 V/ MANHOLE PROPOSED INV.EL-1.45 MANHOLE/4,TYPE'A' jl) -4'NEE ,l 1 r (CONTRACTOR SHALL VERIFY SIZE AND Z LOCATION OF DUSTING INVERTS PRIOR TO PRIVATE t-2" t 1-4'GATE V VE JQ SHOP DRAWING SUBMITTAL AND NOTIFY STA.12+60,6.0'L } Z z DUE W/ .� y ` �! ENGINEER OF ANY DISCREPANCIES) TOP EL-7.19 STOP a, 8'PVC .-1 ll, J o INV.IN EL-252 IN Y LAS ! 11 Q a w i INV.IN EL-1.78 SF.F.EL AT S-1.OD%TYP. i n� o INV.IT EL-1.68 W 8.15 (00.INV.3.0'MIN. t l BELOWPROPO! 1 Y� 1-6'FIRE HYDRANT w GRADE) ASSEMBLY O 1NOTES,REFER TO SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. •! - __--W 2 CONTRACTOR SHALL VERIFY ALL UTILITY CROSSINGS ON RECORD DRAWINGS.(INVER LOCATION% 1-Y BALL O SEPARATION,TOP OF PIPE.AND GROUND ELEVATION) VALVE IN 3. CONTRACTOR SHALL MAINTAIN 6"MIN.VERTICAL SEPARATION WHEN WATER MAIN I ABOVE +� POLYMER BOX jj ,� 5.1 n o+n• +` o STORM SEWER OR GRAVITY SANITARY SEWER AND MAINTAIN 1z'MIN.VERTICAL ATION WHEN ' .� yy � ! - WATER MAIN IS BELOW STORM SEIYER OR GRAVITY SANITARY SEWER.CONTRACTOR ALL VERIFY _ - _ CROSSINGS ON RECORD DRAWINGS(SEE NOTE 2). 8'SANITARY SEWER r J1-6'90'BEND w SERVICE( •) 4. CONTRACTOR SHALL MAINTAIN 3.0'MIN.HORIZONTAL SEPARATION BETWEEN WATERMAIN,STORM" - m SEWER PIPE AND STRUCTURES CONTRACTOR SHALL MAINTAIN 6'MIN.HORIZONTAL SEPARATION SANITARY OVER STORM ' } BETWEEN WATER MAIN AND FORCE MAIN OR GRAVITY SANITARY SEWER MAINS AND MANHOLES. (6"MIN.CLEAR) 5. ALL GATE VALVES SHALL HAVE A CAST IRON BOX AND SHALL BE LOCATED OUTSIDE OF PAVED (36"MIN.COVER) } W J 1- AREAS,CURBS AND SIDEWALKS EXCEPT AS NOTED. 265 LF.- s pLY`*� z 6. GENERALLY,PLAN SHEETS DEPICT HORIZONTAL BENDS ONLY,CONTRACTOR SHALL CONSTRUCT 8-PVC(SDR35) °, i v) VERTICAL BENDS AS REQUIRED FOR VERTICAL CROSSINGS AND COST FOR VERTICAL BENDS SHALL O S-0.40% F.F.EL - BE INCLUDED IN THE BID PRICE 8.20 _ z' _ Z o 7. PRIOR TO CONSTRUCTION,CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES(LOCATION AND w z INVERTS)AND SHALL EXERCISE CAUTION WHEN WORKING NEAR ALL EXISTING UTIU ES AND t J F F.EL 1 f� = ULl SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY IF THERE ARE DISCREPANCIES OR CONFLICTS. 1-2* ¢' z a ALL FIRE HYDRANT ASSEMBLIES SHALL INCLUDE A 1-6'GATE VALVE W/CAST IR BOX AND 1-2'BALL 1-2'- r ` >� Q O(n FIRE HYDRANT.(SEE DETAILS) VALVE IN DUE W/ - _ 1. ` > w w 9. FIRE HYDRANTS SHALL BE LOCATED 3.0'TO 10.0'OFF OF BACK OF CURB. POLYMER BOX STOP --- 1_q•7FF 4 l�1 m o LLI Y 10.ALL MANHOLE INVERT ELEVATIONS ARE AT CENTERLINE OF MANHOLE. 1 ,Ie i; 11.MECHANICAL.PIPE RESTRAINTS SHALL BE USED IN ACCORDANCE WITH TABLE ON EET 10E. Q 1-4'GATE 12 ALL SANITARY SEWER SERVICE LATERALS STUB OUT TO BUILDINGS SHALL TI72MINA WITH INVERT ELEVATION OF 4.20'MIN.BELOW FINISH FLOOR. ` H U Ww 13.ALL WATER SERVICE STUB OUTS TO BUILDINGS SHALL BE TERMINATED WITH A PLLIG FOR _ �1 CONNECTION BY BUILDING CONTRACTOR. 1'POLYPIPE ` Y „+� h Z a�_ r ' w WATER SERVICE 1 µl1 lh z s I n Q Q o O 1 O 1-1'STUB FOR HOSE (� BIB CONNECTION AT.. °_ 1 l DUMPSTER AREA ! I Q ! 1 1-6"90'BEND f 3 t \ +t 1-TEMPORARY BA TERJOLOGICAL !, �- ' ,� m SAMPLING POINT 1M I 1a a +� �� CONNECT TO EXI NG 8'WATER MAIN VIA 6•x6'TAPPING SLEEVE I w 111 a = e �P�RCA ii LOCA OF ' AND 6'TAPPING ALVE(COORDINATE CONNECTION WITH UTILITY SANITARY OVER STORM I ! f- EXISTING 8'WATER MAIN '- PROVIDER.CONTR CTOR SHALL USE CAUTION WHEN WORKING NEAR (6"MIN.CLEAR)i MANHOLE/1,TE'A' �N `o vu EXISTING UTILITIES AND SHALL FIELD VERIFY SIZE,LOCATION AND (36"MIN.COVER) I j. 52 LF PRIVATE �-m 4 ELEVATION OF UTiJTIES PRIOR TO CONSTRUCTION) ii I 8'PVC SDR35 ¢ID - z l 4 1-4"GA VALVE ( ) TOP EL-7.19 L S r % i l 1-2 YDRANT -.Faa O S- .40% ! INV.IN E7.. 1 (-SE z < _ �o w � Lu P 1j z W Ix MANHOLE/2,TYPE'A' h PRIVATE 1 STA.10+92,5.00'L Ii 0 13 + TOP EL 7.01 I - Project No.: ` l+ a APPROXI TE LOCATION OF + m,,:.,<:,,"�, INV.IN=3.52 .94 S EXI G B'WATER MAIN 294 E I i o'•",- 16gned: + INV 2.84 N �/ i 1 "°°`°"` A Designed: Drawn: .,..a..w,W ---------�-----i /.. � J.E.W. D.C.G. }' mac ,�..t✓ ed• 0 C FT dhv- Q I l l l l t l l l l ' E�---' IMF rz w-a ea^"_°� io MATCHLINE SEE ABOVE I"�L'�w,, a ATLANTIC BOULEVARD N 12 2015 +.} Scale: ILL e ----_ i (100'ROM-6•W BEND } I Sheet 7 ag E0 EDGE OF DETECTABLEN v M ii0 p WARNING DOME PATTERNS SHALL 8 -� 1.6"MIN. BE IN-UNE WITH THE U mo 75� i <2" 24"MAX DIRECTION OF TRAVEL. BRICK �� N 6.5" Vd. tO 1 FILTER FABRIC t6 3: U :e-4 'iv TRUNCATED DOME COVER 2-a8@6"O.C. in VALLEY CURBO (SEE DETAIL) POST DRIVEN INTOE� ^M GROUND 18'MIN. N.T.S. ^� S z •- 0.9'MIN. GRADE 1.4"MAX 0.2'±0.02" �w d�� pry V O O INTEGRAL 4 W V 4 'n 0 w d 4"R SLOPE TO MATCH DOME �' § i 0 2 0 10' w I 1MRE OR NETTING 4 4 4 § SLOPE OF ADJACENT PLAN + . b R a `� N8*R PAVEMENT NE O O U PRECAST IN ACCORDANCE Lail O 1 0 E M a SECTION WITH LATEST EDITIONS M W g_3/� 1/' PAVEMENT SLOPING TRUNCATED DOME OF ASTMC478 O z ,a 6. ENVIROFENCE 1OOX IMTH SED.FILTER MANHOLE COVER AND FRAME d M Z 0 i AWAY FROM GUTTER FABRIC,NETTING do FENCE PER CITY oFJAx.STD. 11 `i O O O O GROUT n9wh, y N V C d m EDGE OF DETECTABLE NOTE: USE ADA PAVERS OR 4 Cel a+ o o WARNING APPROVED EQUIVALENT ti 2.$. BRICK �G n § MIAMI CURB&GUTTER IGH SIDE 2.��R GROUT,RAMNEK OR m Z -+ N.T.S. , BASE-TO BASE SPACING SHALL BE 0.65'MINIMUM BETWEEN DOMES. "O'RINGJOINTS < 'g / PIPEMUST WHERE REOD. F NOT BE IN w € PLAN VIEW ��j / `c CONST.JgN7 MINIMUM WALL THICKNESS SHALL CL / C 111 BE ONE TWELFTH OF THE DIAM. d PAVEMENT SLOPING OF THE RISER,WITH A MINIMUM ��j� 2"CLEAR 1/4"UP ASPHAL TOWARD GUTTER /� _ .�� WALL THICKNESS OF S. W ABOVE CUR ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING 4'R �10• SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND 4"x4"�� BEARING CAP _ PIPES SHALL BE FLUSH :� 0 IN THE DIRECTION OF TRAVEL 24"FROM THE BACK OF CURB 2000 P.S.F. WITH INSIDE WALL >_ /a`/a r£p rcroa/!,/// m z G 8"R `1/2"R ELEVATION < 9' .4 ;6. �" CURB RAMP DETECTABLE WARNING SILT FENCE DETAIL zo N.T.S. N.T.S. NOTE:FOR ADDITIONAL STRUCTURAL DETAILS REFER TO PLATE D-110 �l a 4" STORM SEWER J-1 MANHOLE W 18' A ° m N.T.S. o � MIAMI CURB&GUTTER JLDW SIDE) -4 QQQ ©Q Z Z N.T.S. 4-- _' 8"COMPACTED SUBGRADE UNDER SIDEWALK ,�WF� ~ CURB AND CURB&GUTTER NOTES: 95%MAX.DENSITY(A.A.S.H.T.O.T-180) V ~ 1.MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST TURN DOWN AS REQUIRED TO KEEP Q FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE "A"=3"MIN.BELOW ADJACENT GRADE Z z CONSTRUCTION. 2.CONCRETE SHALL BE CLASS 1 CONCRETE WITH A MINIMUM 28 AT GRADE Q DAY COMPRESSIVE STRENGTH OF 3,000 PS. �/ (n Lu 3.WHEN USED ON THE HIGH SIDE OF ROADWAY SECTIONS, THE J o CROSS SLOPE OF THE GUTTER SHALL MAT H THE CROSS SLOPE 4 4 Q�TBQPENIW3 ALL NOTES: t E WALL OF THE ADJACENT PAVEMENT. WHERE THI CONDITION IS 3'-4' S 35 3 4 ��-5 3/4' WITH GRATE SEAT C Q z ENCOUNTERED, THE FRONT FACE VERTICAL DIMENSION SHALL 1.CONSTRUCT STRAIGHT JOINTS WITH FACE PERPENDICULAR TO 'I I` / 'I REMAIN AS SHOWN FOR NORMAL SECTIONS SHOWN HEREON. SURFACE OF CONCRETE. TRAVERSE JOINTS SHALL BE AT RIGHT o 00 ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED ON PLANS. X"RCP Z W a 2.PROVIDE EXPANSION JOINTS AT 100'INTERVAL MAXIMUM SPACING o o N GRATE 10 • �l o ON CENTER. o o I I z 3.PROVIDE EXPANSION JOINTS FILLER FOR JOINTS ABUTTING CURBS, i.1 0 CATCH BASINS, MANHOLES, INLETS STRUCTURES, WALKS AND OTHER o0 o I X Z �w FIXED OBJECTS UNLESS OTHERWISE INDICATED ON PLANS. o0 o F N 4.EXTEND JOINTS FILLER FULL WIDTH AND DEPTH OF JOINT,AND 36" � o0 3-O• o0 o0 CI I...: NOTE, E1TECG%S IGN BELOW FINISHED SURFACE. PLACE SEALANT OVER JOINT FILLER0PER MANUFACTURERS RECOMMENDATIONS. 4000 P.S.I. C===. rI4®12 5.USE PREMOLDED ASPHALT-IMPREGNATED FIBERBOARD, 11"THICK Q wo O.C. E.W. uo W CONFORMING TO ASTM D1751. m 6.CONTRACTION JOINT SHALL BE SAW CUT(%"WIDE BY 1"DEEP). 8- ':'.f B" J o 7.FINISHED SURFACE FOR CONCRETE SIDEWALK SHALL BE GRAY 8" 2-0" 8" W J Q Z CONCRETE WITH LIGHT BROOM FINISH PERPENDICULAR TO LINE OF �. Li TRAFFIC. GROUT, OR CC n 1.5"TYPE S-3 ASPHALTIC2 1/4" 5 3/4" G CONCRETE SURFACE COUR E &PROVIDE CRACK CONTROL JOINTS @(SAME AS WIDTH)O.C. w 1: �' "RAM-NEK" 5 3/4" 2 1/4" O = Z � 9.PROVIDE 16"STRIP SOD ADJACENT TO ALL EDGES OF SIDEWALK, JOINTS WHERE ALL EXPOSED CORNERS = W a CURB AND PAVEMENT AREAS. > REQUIRED AND EDGES TO QE U Q 10. CONCRETE COMPRESSION STRENGTH 3000 P.S.I. ®28 DAYS EYE CHAMFERED 3/4 Z Q o L' ` {{ z o Q o 0 0 11. SIDEWALK TO BE CONSTRUCTED WITH SLOPES COMPLYING TO 4'-4" -I ` I I BOLTS 2" W LL WITH LATEST ADA CODE AND FOOT INDEX 304. SIDEWALK MAX 1 m o LLI G 2"x2'xil4'ANGLE - LINEAR SLOPE OF 5.0%AND MAX CROSS SLOPE OF 2.0% . 2' IRON GRATE SEAT Q Ld Y CO2-1/4�♦~ (SEE PLATE D-209) a � i PIPE ROTATED w W �s CONCRETE WALK 3'-0' I FOR CLARITY V a 0 } Z o N.T.S. i 0 6'UMEROCK BASE LBR 100,COMPACTED 1D X I. m TOA MINIMUM 98%OF THE ODIFlED in v iv Q o PROCTOR MAXIMUM DRY DEN TY FINISHED GRADE NI I W 1n 8" (A.A.S.H.T.O. T-180). PRIM ENTIRE WIDTH 72 2 W W 12'STABILIZED SUBGRADE MINIMUM LBR 40, z 5-3/4'5-3/47H- MAXIMUMI I _ 0 PLASTIC INDEX OF 6,COMPACTED TO OR MINIMUM DENSITY OF 98%OF THE ODIFIED PROCTOR - - JO NTS WHENRREQUIRED m W 1R-T CONCRETE-/ m Jo IF,- 8 MAXIMUM DRY DENSITY(A.A.S.H.T.O T-180). iv 4 VALVE JACKET ` \ _ 8 n z 9NOTES: PLAN VIEW4 BARS m 6"O.C. wo W e 1.ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED. MINIMUM BEARINGS CAPACITY 2,000 PSF wz ' < a 2.SOIL ANALYSIS MAY INDICATE THE NEED FOR THICKER 1/2"/FT. PIPE ROTATED ITY zw, o 9: BASE COURSES THAN THOSE HEREIN. THE PAVEMENT F=a THICKNESS SHOWN HEREIN ARE NOT INTENDED TO BE SECTION VIEW ABSOLUTE, BUT ARE PRELIMINARY CRITERIA AND MAY BE w MODIFIED TO ACCOMMODATE THE BEARING CAPACITY OF VARIOUS SUBGRADES. STORM SEWER TYPE"E"INLET PI��F MU,$T NOT,¢&�I aiecl Na.: 3.ALL ASPHALTIC CONCRETE SHALL MEET HE PVC WYE C STRuCTION d1L0� I t 1-0006 PIPES SHALL BE FLUSH q d: Draw BRANCH PVC STOPPER N.T.S. REQUIREMENTS OF SECTION 331 AND/OR 333, FOOT STANDARD SPECIFICATIONS,LATEST EDITICIN. 4$•_ WITH INSIDE WALL Cnec O.C.: 40 NOTES: " g TYPICAL PAVEMENT SECT N THESE NOTES APPLY TO ALL INLETS NOT IN V`/��/,, j�.. ,� i� /�A�� Date: � ��W� 4 INV.ELEV. ON PLANS PAVEMENT AREA. IN VEMBE 2015 N.T.S. GIVEN AT THIS POINT 1.CONCRETE DESIGN STRENGTH 4,000 PSI MINIMUM BEARING CAPACITY 2000 PSF Scale: 2.ALL GRATES TO BE TRAFFIC BEARING GRATE CLEANOUT DETAIL 3.CONTRACTOR SHALL PLACE A 10'WIDE SOD MODIFIED TYPE"C"INLET N.T.S. COLLAR AROUND INLETS(NOT IN PAVEMENT). N.T.S. Q A [Sheet 8A V 3 ASPHALT TRENCH WIDTH VARIES W/SIZE OF PIPE s CROWN TRENCH IN -2, A! =0 UNIMPROVED AREASCL V v ai o U wC.� IMK._.. :�/� S7 (3"MINIMUM) e ~ FINISHED v� o N \. w \ \ GRADE c O w� 8"PORTLAND CEMENT CONCRETE AT 3500 PSI, w w COMMON FILL ^� z > \ \ /6x6/10x10 W.W.F. a 1 I 1-1 11=1 I 1=11I 1- �' 8 Z a _ _ _ (FOOTSTD.SPEC. 346&37 46&350) a `` —III ^¢ �o IXIST.GRADE o 0 o 0 STONE MEETING THE REQUIREMENTS OF FOOT Y �??+0 w COURSE AGGREGATE SHALL BE GRAVEL OR a SLO z i? O O ! SECTION 901-2 OR 901-3 RESPECTIVELY. SIDE SLOPES PER —III=I SEE III o w Q O `f\' TRENCH SAFETY ACT _ _ NOTE 3 I�I— < z w SEE p N :;; ° 0 THE GRADUATION SHALL MEET SECTION —1 i m O c " ` FILTER MATERIAL° f 901-1.4 GRADES 4,467,56,OR 57 STONE. AND OSHA REGULATIONS =1 I I=— 11T = `� sO O,,.• Z MEDIA 0 0 '.\ (TYPICAL BOTH SIDES) - — PIPE I Mi v �_ x C's o _ 0 ff FILTER FABRIC SHALL BE"MARAFl US 160 NW —III— O D I-I I `�en P W 0 0 \ OR 140s OR APPROVED EQUAL AND SHALL I—III I—III— "-M° z a `'t•` N \ ° 00 �fx BE WRAPPED OVER THE TOP OF THE FILTER -III=II �II=III-I Ln 0 MEDIA,DOWN THE SIDES AND ACROSS THE _ =I I — _ —I r cV cc �� BOTTOM TO COMPLETELY ENCASE IT. I:;:; :::`::._: :.:'- :.::_;.; _ C 'ndu m n 12"STABILIZED SUBGRADE FDOT O 0 0 /' STD.SPEC. 160,TYPE B z ;' ° 0 5/16" 0 `` 6"PERFORATED PIPE SHALL MEET AASHTO 12"(MIN.) I=1 I I�I 1 :::;:: >.:•::`:...y; :;I I=III=1 o s (MIN LBR 40) /<' o /'� - - ; III-� w z o N o o HOLES M252 FOR CORRUGATED POLYETHYLENE - _ ik o ! SMOOTH INTERIOR PIPE OR ASTM F758 FOR I-III :'t I=III= 0_Clo POLYVINYL CHLORIDE PIPE AND ASTM C508 —III-I = III—II. o 1.PROVIDE 1/2"PREMOLDED EXP SIGN JOINTS AT 30'MAX SPACING ��'.�i\\\�:`\�\��•��i\'.\� m © a FOR PERFORATION REQUIREMENTS 2 PROVIDE STAY-IN-PLACE KEY TRACTION JOINT OR APPROVED 24' MIN. CAREFULLY COMPACTED —I I-I�'�'`''•"��'"""_ '"`'`'""'"` I ~ EQUIV.AT CENTEtt1.INE aF ROADW AND Ar 1s'MAx UNDISTURBED SOIL SELECTED BACKFILL FREE -III—III—III—III—III—III—III—III—III a 3.SPACING TRANSVERSELY SPACING SHALL BE ADJUSTED TO BLEND OF ORGANIC MATERIAL =I I 1=11=1 I EE EI I I—II I I—I 11 I- a ASTHETK:ALLY MIN PAVING FINISH AS APPROVED BY OWNER. I� 1.PIPE USED FOR SUB SOIL DRAINS SHALL MEET AASHTO M177-721 SPECIFICATIONS FOR UNDISTURBED EARTH w HEAVY DUTY CONCRETE PAVEMENT DETAIL 81TUMINOUS FIBER PIPE, AASHTO M 198 FOR ASBESTOS CEMENT PIPE, AASHTO M 198 FOR (SEE NOTE 2) 2 0 N. ALUMINUM PIPE, ASTM C444 FOR CONCRETE PIPE OR ASTM D 3033 FOR h POLYVINYL-CHLORIDE PIPE. 0 2.CONTRACTOR SHALL PROVIDE MINIMUM 20'STUBOUTS ON EACH SIDE OF ALL DRAINAGE NOTES: z INLETS. STUBOUT LENGTHS IN EXCESS OF 2D'MINIMUM SHALL BE AS SHOWN ON PAVING 1.TRENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95%MAX DENSITY(AASHTO T-180). AND DRAINAGE SHEETS. 2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. 3.MINIMUM PIPE SLOPE OF 0.50% 3.15"MAX FOR PIPE DIAMETER LESS THAN 24", AND 24"MAX FOR PIPE DIAMETER 24"AND LARGER. 4.CONTRACTOR SHALL PROVIDE CLEAN OUTS AT EVERY 100 O.C. AND AT END OF PIPE. 4.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. wm 5.ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. ROADWAY UNDERDRAIN DETAIL 6.REFER TO MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. o of 7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS a a Q a z z N.T.S. OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. En W SIGN No. FTP-21-06 TYPE'B'BEDDING&TRENCH DETAIL Q m Z �--&FTP-22-06 z a N.T.S. a 6' S' 6• z a 0 0 d •. 4 a e- ° /. :° ! a•` °•' 12" 4 LB/FT"U" Q o �. �• °•. °' a ° ° .� � CHANNEL J Z3 ° (GALVANIZED) Q z �� .f ;:° ..ted .° 4_ °- a° • .° , �W/CSIZEIOOF PPETH IX Z W w CL PARKI16DY' `j 1-13/16" CROWN TRENCH IN 0DISAn0 M UNIMPROVED AREAS z °PER " -1/16" (3"MINIMUM) ZONFINISHED > o NUT&LOCK GRADE Q 0 3-1/2• L$250. FINE _ a w a `� ;;�„• �, ,��. POST SECTION 'I�=1�I=III=� COMMON FILL 12' / i� �� WASHER 5 16" III-III-III- -I1=III-_III_ ( ) SIGN DETAIL MACHINE — I i I W -J Q o -I -III-III- I--III I CONC. iv SIGN SCREW OR I-III=1I1- SEE 1—III= Y U_ Z BOLT SIDE SLOPES PER __ NOTE 3 =III- v G TRENCH :AFETY ACT WHITE n I AND SHA REGULATIONS m = Z z PAVEMENT MOUNTING DETAIL (TYPICAL BOTH SIDES) I I II I_ I I L I I PIPE III1 I I I Z Z Q MARKING , w _ n I O.D. o ? I-III-� I I-III= u T I=III_ II-ITL-_ m o w w POST I==I :•: .::::c.(-_ _ N O W Lu dS 12"(MIN.) _III=III=II=:;:;;;.: :>;:':':::::>:: III-III-III- - 3-6"WIDE WHITE HANDICAPPED SIGN&POST DETAILS — _ z U a C� _ _ II-�I- 5' CHEVRONS EQUALLY N.T.S. -III- <":":' III-III- o F- z W SPACED PER AISLE CAREFULLY COMPACTED ro z _-III :::::•I-111= Q Q SELECTED BACKFILL FREE _ 0 NOTES: =III=1 I II-I w D -� _m wa 3d w �w 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND OF ORGANIC MATERIAL I—III— a m- �a a WITH REFLECTIVE WHITE SYMBOL AND BORDER. PIPE BEDDING _III-11 III=III- v Q 0 (Al m 2.BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE SEE NOTE 8 - — ( _�_ I- — Q ~ to En BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. — o v 112" ?w O' ?w m 3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND =I --III—III—III—III—III J o w k�2" WITH REFLECTIVE WHITE LEGEND AND BORDER. BEDDING ROCK T-II=III=III-III—III—III- I UNDISTURBED EARTH a m0 m- m— m ,o 6"WHITE m rn I=�I=11=1 1=1 I-I 11=III (SEE NOTE 2) a 8 STRIPES L 4 z NOTES: z 4 �� 12" 2" 1.TRENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95%MAX DENSITY(AASHTO T-180). 96 15 Q 2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY, o S 3.15"MAX FOR PIPE DIAMETER LESS THAN 24", AND 24"MAX FOR PIPE DIAMETER 24"AND LARGE za In 'n 4.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. V a 1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8". 5.ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. c 2. THE MAXIMUM SLOE FOR A CURB RAMP IS 1:12 6.REFER TO MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 3. SEE GRADING PLA FOR ELEVATIONS. 7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATION Project No.: 4. ACCESS RAMP AN HANDICAP SYMBOL SHALL BE PAINTED OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH 16-01-0006 WHITE. H.C. SYMB L SHALL BE 5' HIGH. REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. �-° 5. DIMENSION ARE T THE CENTERLINE OF MARKINGS. Designed: Drawn: 6. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH 8.DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE J.E.W. D.C.G. PIPE. THE COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO Checked: O.C.: SHADE 15180 OF FEDERAL STANDARDS 595A. REACH SUITABLE FOUNDATION. T.B.W. R.C.W. 7. THE FTP-22-06 PANAL SHALL BE MOUNTED BELOW THE FTP-21-06 SIGN. BER 12 2015 4 TYPE'A'BEDDING&TRENCH DETAIL ;, TYPICAL H NDICAP PARKING SPACES N.T.S. QR N.T.S. Sheet vim+ NYLOPLAST 15"INLINE DRAIN: 2715AG__X Mpp L 16 C`• ��.!�) .1C� �Gd f41 ro- �1. f (aran,la n swm 9") W rc 3WO FR nM fAENi (1.2)INTEGRATED DUCTILE IRON FRAME b ORATE 7'0 MATCH BASIN D D. 25?U i1' ■ ■ © ■ I V C 5 S 4 �, MAvMO L OOQ� 19'MIN WDTH GUI EUNE C M ,_:3 M E yy .q` - i O QQOQ 1 AvMTFTi 92E 8 ..-1 ^Q E6 t 6• (� Z �, 1215 2•f. 11RAIM 1170 O�M111 cHw 12.5 �f 9 41 i0 NLOt MI1o'iE HKN011S 13,50 tT - 1T 3 c G IL M MIN THICKNESS GUIDELINE V)CK O w -O � M Ow E _ 0 APRON O MINIMUM PIPE BURIAL TRAFFIC LCMDS'CONCRETE SLAB DIMENSIONS ARE FOR GUpEI!!E v C M"•• Z o- PLAN VIEW OF CATS wx"'STY sux a:7ET, KVERT ACCORDING TO DEPTH PER PIPE _PLIGP0.AE5 ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED W XON U fa+rM MANUFACTURER TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC rya p N - NOT 70 SCALE TAS OFF RECOMMENDATION LOADING,a OTHER APPLICABLE DESIGN FACTORS ' d 1OA E aw N low H gym!c1x ara� �Q C C 4•-1S'FOR CORRUGATED HOPE"S M-lZW CLOR GUA WAIL. a "N l,1 o I (3)VARIOUS TYPES OF INLET a OUT1F'T ADAPTERS AVALR�BLE; 2 L0¢ w _ PLAN VIEW OF ENCLOSURE �� PVCMWMkSINGLE CH40), Lt.N1xHP,PvcsEwet�rstTau). � C Qd m ""` NOT ro EOIE I (ccOWJXATTEEDI�+mSSii WN conRucaTEDaRE�wc X o Ln G!O b 1�1XM W K ARAM �- m Z Z Li a ---------` ~ U w 7! �- f1T N NONP•Comm. THE BACIFILL MATERIAL SMALL BE CRUSHED STOPS OR OTHER 0 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, G4IATE OITIOIPS LOAD RIITC/6 IARTE DRAMV/Gi: a ' PEOESiRVJi NEE 1110 f it �..$ MND KD.P.-1TNKx: CLASS IL OR CLASS B MATERIAL AS DEFINED IN ASTM 01321. Q BE &BACKFEl POR SURFACE DRAINAGE NETS SHALL BE 4 xm R �T'sf'wiz' i 1 shy PLACED b COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM DMI. Ect O A r r n aRAanc sra - orsoa eRA-rE LAGNr 1, -7.nom3:: .� "°" MINIMUM PAD REQUIREMEN-1 TO'X TO' !•GUTE&MID COYER SNALL BE DJClU RON PERASTM Asm GRIDE7u.5DLd, N Z FOR=ENCLOSURE,AND/OR WITH THE EXCEPTION OF THESGNzE GATE. T4N PRf1T OISCLOSES 9iAVECT LATTER N WNQI MIR �1', LLATE{yK 0 a NYLORAST HAS PRCPRETARY RQIIM THE RECEpT E1NYd10NAA,R a r LARGER FOR BLOCK. I 2-FRAAaSSH.ueEDL�ereERaveLASTuAvccwr,Emsaas PwIpNLQA M o 5-DRANNOE CONECTION STUB.OER TIGF.TAESS SHALLCOWORM TO OR POSSESSION OFTHISRINTOOES MOT CONFER, DAH ff07Af ASTM W212 FAL CORRUGATED TWE'ADS W2R+AMCOR DUAL WALLI. 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TYpICAI., L3l1MpSTEFi ENCLOSURE STANI]AF2❑. � U Ir ABN WIDTH GUDEUNE '^ w VJ 0 r ' Z MNMUM PRE BURIALDEPTH PER PIPE 0 ' MANIIFACNREAL •�'0 _-. ...-.✓FMNTHICIMSSGUIDELNE Z W a O Q i RECOMMENDATION <V U REO.SME AS (MN.AMAS LTUPoNG TRAFRCLOADS`,CONCRETE SLAB DIMENSIONS ARE FOR m MIN.SINE+) GUMM PURPOSES ON LY.ACTUAL CONCRETE SIRS MUST BE U DESIGNED THONG INTO CONSIDERATION LOCK 500.CONDITIONS, Z w IINVERTTRAFFIC LOADING,I OTHER APPLICABLE DESIGN FACTORS. \ U (3)VARABLEACCOR IN HEIGHTS i SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALATM AVAUBLE(ACCORDING TO o PL NSrrA EOFF) f ISI ADAPTER ANGLES Q 0 a a VARIABLEO'-380' w ACCORDING TO PANS THE BACKFILL MATERIA SHALL BE CRUSHED STONE OR OTHER w I i GRANULAR MATERIAL MEETING THE REQUItEMFTJTS OF(GLASS I, m CLASS B.OR CUSS III MATERIAL AS DEFINED N ASTM 02311, BEOWNG A BACKFILL FOR SURFACE DRAINAGE NETS SHALL BE !A J O PLACED a COMPACTED UNIFORMLY N ACCORDANCE WITHASTM 02321. L/) J + (3)VARIABLE SUMP DEPTH L Z ACCORDINGTOFLANS 1-- N $A)VARIOUS TYPES OF INLET a OUTLET ADAPTERS AVAILABLEWAW,-� �; (S'MN BASED ON 4'.1$-FOR CORRUGATED HDPE j/AD3 N•11AWJCOR DIll1L WALT, i5 MANUFACTURING RM) PVC DWVW $CH 40),PVC 0R SINGLE C 00.'0905.CORRUGATED b RIBBED PVC �I. 7 /'MIN O /1 W Q WATERTIGHTJOINT L� W O(^ Z (CORRUGATED HOPE SH004 CRATE OPTIONS LARD RATIO WOMAM"NG 11 p�j Jwto W w U� QSOUDCW R NEE KIIO ,67t9- N, 1 N1LW DOWW GZiN Gon_ �/ EL 1-OtATS=O COVER SIAL BE OUCIME RON PER ASTM ASNB fPVDE M" L Q Z MAIM THE EXCEPTION OF THE BRONZE CRATE THIS PRINT DIB om SUBJECT MATTER IN WWW DMIIH BY EBC MA7ER41L 1—' 2-FRAAMESSMALLBE WCTIF RON PER MTMA87E6RAGlE 709303 NHYEROIYlA,1E A/ Z 5-BLAH BASNTO SE CUSIONWIMIFAC.URED ACOORMWOTO RAN DETMS NYLORAST HAS RgRIETARY GRYRM THE RECEPT 6��.MA H LL O RISERS ARE NEEDED FOR B4SM OVER N,OJETOMNPPNG REGTRc1IDNL OR POSSESSION OF 7HS,RINTGOES NOTCONFEI PATE "Na p1N�NN-yy J U S£EDLWWNGNo.T0D1-,1G0E6 TRANSFER.OR LICENSE THE USE OF THE DESIGN ON 7\7y1 apt FMS SB L-_ O A-ORARAGE CONNECTION STIP DONT TIGHTNESS SWL CONFOFSA TO TM PRSITNN IIBZEN RENEEO eY NIN PIgJECTNOAIPIE 1� x•Wl f�— (AOEN-12 NNCOR DUA1WAUJ. RFANaMHE ESTHE AMAFAC URANY*A3*KTM intF } 412 HP.A PK SEWER. COONI®MEREN,OR MNAx AGT;REOFANY PATE IS11-H L Ti CAN 00RNIGEDOATED NANYOPE AR!KAE HERVROM FOITHE DEQASIAETO O.*.HERS 15 N OMI SAM 0=BIR C OWALIATION MAL Q I— F ANGLE BETWEEN tAWMRS SEE OWNING NO.7M,IML 13F�D9L EXCEPTEY3PECiFCWRRT@N d m -ADAIRFASCANSS MOUNTED ON ANY ARGUE#,To 3W.To DETERMINE LKANRAAEX CL FROMNYLOSAST, , OOG>t� A EGIL 133 ULEET tOFI on ma. 70mle.N REV F U S K IL RUlw — IL }O U PZ oLi a z Li . a S f P � cI Project No.: C4$�- 16-01-0006 Designed: Drawn: J.E.W. D.C.G. 100 Checked: O.C.: 9 T.B.W. R.C.W. R 10 io OVEMBER 12 2015 • ' Scale: Lsh.:.t::8C u i ro�— �"' � •a>v rn C, u z ^M APPROXIMATE LOCATION O 7 EXISTING 4' Z OF EXISTING 8•WA; ALUMINUM ..� Ln N FENCE �' PROPOSED RETAINING y J 10.0'QI$TINC I EIOSTING $ WALL(TOP EL.VARIES. MAINTENANCE m BERM MAINTENANCE a -SEE PLAN) -� .� Vf Ok G w 1 0 EIOSMNG TOP OF BANK �M EI..6.401 EL-6.401 40.3' 1 0 O C M y SOUTHPOND - ._.__._.;_ O u... V � Z 5 y (EXI$TINC) 2 -- — ,5 w x o PROPOSED LOCATION M E W E _ _... ELmQ>i0t L — -,... —. _.._. _. _.._ _. ...-. .._.._ _ _..L-••— —.y_..—...—.. RELOCATED 6•WATER M Z vm 0 : MAIN(30'MIN.COVER) APPROXIMATE LOCATION OF OUSTING 8' C m -. - - ------ -F.20.�?XKG @01TOk1.- ----- ---._ --- ----- - - __ .. ....SANITARY SEWER MAIN EL-(-)6.10* A� ABOF INSIDE Nc BANK INCREASE TO EL 4.4 -10 CO z SECTION WHERE ADJACENT TO Q HORIZ 1--20- SANITARY SEWER MAIN TO VERT.Y=10' - PROVIDE 30'MIN.COVER OVER MAIN W CL crCL w 0 F N p > z � Q O O 7 W 4:1 SLOPE TO y m MEET EXISTING GRADE EXISTING 6' o 10.0'EXISTING - ®aaaZz100EXISTING FENCE MAINTENANCE BERM MAINTENANCE M- X/ E)0511NC TOP OF BANK - BERM: : Of 10--- Ln EXISTING TOP oF:.BANK EL=&4ot 10EL.6.4of —SOUTHPONDPROPOSED y - - . :RETANING WALL ¢ 5 (EXISTING) (TOP EL VARIES 5 OCL EL.8.90t� i SEE PLAN) i N.W.L.---- �-� Y--- 0 ..SEL=0.901 - 0 (n �. i •1 EL=3.90 APPROXIMATE U Li LOCATION OF Z p EXISTING 6• O SANITARY SEWER 5 EL+(-)6.101 MAIN 0 P z -10 -10 cO ULi sEcnoNc W m HORiz 1--20- � � 0: VERT.1'-10' O Z o W O p D A O LL a m m 0 wJ Q 0 p LL F— Z O = Zo = U w Z QO E0 0_/ U Z w K W M O w W 7 O fLL,I L) AQUATIC DRIVE R/W ~ U w�Wrn d! 3:1 MAXMAUM SLOPE - U 2 V 10 BEHIND BUILDING 5'CONCRETE 10 z Q w BUILDING PAD (SOD ALL DISTURBED SIDEWALK(20% : J m u 8 p F.F.EL-8.60 AREAS.TYP.) MA)aMUM CROSS 4:1 MAX SLOPE a5 SLOPE.TYP.) (SOD DISTURBED S AREA IN R/1h : ry < o 1LJ .._.... — — EXISTING MIAMI CURB AND GUTTER w EXISTING GRADE PROPOSED GRADE : Y—.-. �--———--.._-—--—___ w � N Ln 9 2 SECTION 3 2m z m HORIZ 1--47 6 `w VERT.1'=4' �m W S w4i o IL F� V) D 'c W Project No.: w S � 16-01-0006 10 O Jec : O D C.G. Checked: .C.: 4 T.B.W. R.C.W. 00 Date: NOVEMBER 12 2015 Scale: m (1"�=20' Sheet v HORIZONTAL&VERTI AL SEPARATION REQUIREMENTS CONCRETEFMANHOOLE v ^1 u PROPOSED UTILITY , 4 a� v CUTOFF PIPE 4 C. N AD • K ! AT WALL LINE(TYP) INFLUENT SEWER PIPE C e LN? POTABLE WATER WASTEWATERRECLAIMED WATER VACUUM SEWERS "` ,?`X,� (SEE NOTE#1) O ` JOINT JOINT JOINT JOINT 21f4" e�P) FLOW -9 'a0� C CONFLICTING UTILITY HORIZ. VERT. H IZ. VERT. HORIZ. VERT. HORIZ. VERT. y X SPACING" SPACING' SPACING" SPACING' ^IM E � 2-NON PENETRATING K, kx PICKHOLES SEE DETAIL 13 a^ POTABLE WATER 3' 6' T 12" 6' 6' 3' ( ). 8 Z 6't 10' 3'to 10' 12" WIDE In N 9 NOTE1 NOTE 2 NOTE 5 NOTE 2 3 6" NOTE 2 NOTE 2 ��{ � y d 8 6' 3' 3' 6' 3' 3� I LEVELING COURSE,12"(MIN-) o 1- e RECLAIMED WATER 3' 6" 3" 6" 6' THICKNESS OF GRANULAR 'v p w 4 NOTE 2 NO E 1 NOTE1 NOTE 2 NOTE 2 NOTE1 NOTE 2 AFL O R 1 P BACKFILL(#5T STONE) " �j �y `n O NON-SKID SURFACE O G .2�M w cc GRAVITY AND FORCE MAIN)WASTEWATER 6'to 10' 12" NOTE 2 NO E 1 NOTE1 6" NOTE 1 6" NOTE 2 NOTE1 6" NOTE 2 (DIAMOND PATTERN) r 1 r..� o SOLID CLASS"C" 3 CONCRETE TO FORM �/ �' Y O m PICKHOLE DETAIL of EASY FLOW CURVES 1-E Q VACUUM SEWERS 3'to 10' 12" 3' 3' 6" 3' 6" 3' 3' 6" 3' CONCRETE,SOLID FILLER .� �"O O z NOTE2 NO E1 NOTE1 NOTE1 NOTE2 NOTE1 NOTE2 w M BRICKS ONLY ALLOWED AS - s Z id 3, NO Q W 3 3 34 1/8"COVER GRADE O N2"PER FOOT. pp iA N �o RIGHT OF WAYS NOTE1 NIA N/A NO El NIA N/A NOTE1 NIA NIA NOTE1 N/A N/A .0 l7 m 0 C a / NOTES: t� 0 L J as PERMANENT rn CL STRUCTURES NOTE1 N/A NIA NO E 1 NIA N/A NOTE1 N/A NIA NOTE1 NIA WA '� 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE Q (SIGNS,TREES,POLES,ETC.) COVER MACHINED SURFACE(SMOOTH) SHALL BE BETWEEN 90'-180'UNLESS OTHERWISE APPROVED BY JEA. m Z STORM 3' 3' 3' 3' 3' 3' 3' DOVETAIL GROOVE&GASKET a n SEWERS NOTE1 12" NOTE 2 N TE 1 6" NOTE 2 NOTE1 6 NOTE 2 NOTE 1 6" NOTE 2 35314" (SEE DETAIL BELOW) PLAN VIEW(S-3) w ALL OTHER 3' 12" 3' 6„ T T 3' T 3' 8 RIBS 714 (FOR SECTION VIEW SEE S-2) a UTILITIES NOTE 1 NOTE 2 N E 1 NOTE 2 NOTE1 6" NOTE 2 NOTE 1 6" NOTE 2 MACHINED SURFACE w c O 0 NOTES: I I_ 31 yrI I MANHOLE FRAME&COVER aD 12' � NEOPRENE"T"GASKET FINISHED GRADE o 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY F R CONSTRUCTION AND MAINTENANCE.THREE FEET OF HORIZONTAL SEPARATION IS r• COVER RING GROUT 0 THE MINIMUM FOR PIPES WITH THREE FEET OF COVER.FOR PIPE INSTALLED AT GREATER DEPTH,PROVIDE AN ADDITIONAL FOOT OF SEPARATION N FOR EACH ADDITIONAL FOOT OF DEPTH. RING W co 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. i' l 12"NOM,18"MAX o 0 NOTES: o 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF P11 1E. 1. MATERIAL:ASTM A48 CLASS 358 GRAY IRON. PROTECTIVE SKIRT a a a a z z a r-e ow CONCRETE ADJUSTMENT rn 4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT%VITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. 2. RING WEIGHT 230 LBS APPROX. GROOVE&GASKET DETAIL RINGS OR BRICKS(TYP) GROUTED IN PLACE N 5. WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER SSIBLE.WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING,THE MINIMUM 3. COVER WEIGHT 230 LBS.APPROX. 4 LL SEPARATION SHALL BE 12 INCHES. �, a 4. ALL DIMENSIONS ARE SHOWN IN INCHES. z W o. SEPARATION REQUIREMENTS FORz 5. FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA(INCLUDING UTILITY DEDICATION PROJECTS),THE COVER SHALL § � INCLUDE THE"JEA"LOGO ANDA NEOPRENE GASKET. W 0 WATERWATER WASTEWATER AND RECLAIMED WATER MAINS w , 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA(SUCH AS PRIVATE SEWER COLLECTION 5' 4•-0•owo SYSTEMS,PRIVATE(FORCE MAIN)PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA),THE COVER SHALL INCLUDE 0 J JANUARY 2015 PLATE W-10 "SANITARY SEWER"GENERIC LETTERING(NO'JEA'LOGO OR NEOPRENE GASKET). sa DR PLASTIC JOINT SEALERZ Q i 6" (SEE NOTE G) (2 SEALERS PER JOINT) Q I— o SANITARY SEWER MANHOLE FRAME AND COVER PER SLOPET. N� 4 ui 0 JANUARY 2015 PLATE S-1 _ 0 SOLID CLASS"C" — -- W W CONCRETE W!SOLID ` j o FILLER BRICKS ONLY ,� > o WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS-NOTES ALLOWED AS FILLER /_ REFER TO S-15 DETAIL. w NO RUBBLE,GRADE TO 0: 1. IT IS REQUIRED THAT"WATER MAINS"BE INSTALLED,CLEANED,DISINFEC D AND HAVE A SATISFACTORY BACTERIOLOGICAL 112"PER FOOT. i� * w SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AAn iA STANDARDS,CHAPTER 62-555,F.A.C.AND LATEST , o JEA WATER AND SEWER STANDARDS.FOR THE PURPOSE OF THIS SECTIO,THE PHRASE"WATER MAINS'SHALL MEAN MAINS, CONSTRUCT SPILLWAY WHERE ♦♦/�� INCLUDING TREATMENT PLANT PROCESS PIPING,CONVEYING EITHER RAA,PARTIALLY TREATED,OR FINISHED DRINKING WATER; a INVERT OF UPPER SEWER IS v/ —� FIRE HYDRANT LEADS;AND SERVICE LINES THAT HAVE AN INSIDE DIAME R OF THREE(3)INCHES OR GREATER IN ADDITION, MANHOLE JOINT "A" "B" "C" "D ABOVE MID HEIGHT OF LOWER W J Q ~O SEWER. C IL z THE PHRASE"RECLAIMED WATER"REFERS TO THE WATER REGULATED U ER PART III OF CHAPTER 62-610,FAC. INSIDE WALL 7"JOINT ANGLE 53.043 52.543 51.500 52.000 - G _ N 2. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO P VIDE A HORIZONTAL DISTANCE OF AT LEAST THREE 4a"I.D. 5' � �-� :-'� � � �'. LEVELING COURSE,12"(MIN) O (3)FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE ANY EXISTING OR PROPOSED STORM SEWER, - z STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER. UNDISTURBED SOIL MIN. :. -.. THICKNESS OF GRANULAR = U W a BEARING CAPACITY: BACKFILL(57 STONE) Q �j PREMOLDED PLASTIC JOINT PREPRIMED JOINT 2000 LB/SQ FT. ✓\�j��/\y\Y�j\�j\��j\�,\�j;y\�j\';;\`�, Z Q p z 3. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PR VIDE A HORIZONTAL DISTANCE OFAT LEAST SIX(6) SEALER WITH PROTECTIVE SURFACES IN UNSUITABLE SOILS, I"I_I LL FEET,AND PREFERABLY TEN(10)FEET,BETWEEN THE OUTSIDE OF THEW TER MAIN AND THE OUTSIDE OF ANY EXISTING OR WRAPPER TO COVER ENTIRE '6" OVER-EXCAVATION IS w W V PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER,WASTEWATERFORCE MAIN,OR PIPELINE CONVEYING RECLAIMED JOINT AREA(APPLY JOINT OUTSIDE WALL SECTION VIEW(S-2) m WATER THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WAXER MAINS AND GRAVITY-TYPE SANITARY SEWERS OUTSIDE WALL REQUIRED(SEE NOTE#6). MAY BE REDUCED TO THREE(3)FEET WHERE THE BOTTOM OF THE WATERMAIN IS LAID AT LEAST SIX(6)INCHES ABOVE THE TOP SEALER TO TOP AND 'C' (FOR PLAN VIEW SEE S-3) O U Q OF THE SEWER(SPECIAL CASE). BOTTOM SURFACES, w w dS �.A-. RAD=118"(TYP) REMOVE WRAPPER DURING N INSIDE WALL NOTES: U D- J 4. NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY ORVACUUM-TYPE ASSEMBLY) L Z 0 w SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF E WATER MAIN IS AT LEAST SIX(6)INCHES,AND "" 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE W ITH THE LATEST EDITIONS OF r Q z PREFERABLE TWELVE 12 INCHES,ABOVE OR AT LEAST TWELVE(12)INCH D S BELOW THE OUTSIDE OF THE OTHER PIPELINE. A.S.T.M.C478 WITH 4000 LB.CONC.,TYPE II CEMENT.ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE Q LL 0 HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER I IPELINE. JOINT ASSEMBLY DETAIL "A" FILLED WITH NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. (� m 0 5. NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTNG OR PROPOSED PRESSURE-TYPE SANITARY 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF "" Q o 3 SEWER,WASTEWATER OR STORMWATER FORCE MAIN,OR PIPELINE CONV YING RECLAIMED WATER SHALL BE LAID SO THE b OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE(12)INCHES ABOVE OR BITUMINOUS WATERPROOFING MATERIAL.ELOW THE OUTSIDE OF THE OTHER PIPELINE.n w HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER IPELINE. W 3INSIDE WALL OUTSIDE WALL JOINT CONSTRUCTION DETAIL 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE,THE BITUMINOUS 0 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE,ONE FU L LENGTH OF WATER MAIN PIPE SHALL BE CENTERED WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BEAS FAR AS POSSIBLE FROM THE OTHER PIPELINE. EXTERIOR JOINT SEALANT w $ ALTERNATIVELY,AT SUCH CROSSINGS,THE PIPES SHALL BE ARRANGED S THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE MEMBRANE(6"MIN) 4. JUNCTION MANHOLE(CLOSEST TO WETWELL)SHALL BE 5'DIA WITH SPECIALTY LINER. �o ~ (3)FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS,STORMS ERS,STORMWATER FORCE MAINS,OR PIPELINES CENTERED ON JOINT J`� e Ln EXCESS JOINT SEALER �� o Q CONVEYING RECLAIMED WATER,AND AT LEAST SU((6)FEET FROM ALL JOI TS IN GRAVITY OR PRESSURE-TYPE SANITARY SHALL BE TRIMMED (MIN)e5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6"WIDE MIN EXTERIOR JOINT TAPE r�-`o, Z SEWERS.WASTEWATER FORCE MAINS,OR PIPELINE CONVEYING RECLAIMED WATER. 'w FLUSH TO INSIDE r.. °' ALL LIFTING HOLES(INSERTS) (WITH PRIMER).TAPE ON THE CONE SECTION IS OPTIONAL.SEE PLATE S-17. �o w` S 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HY RANTS ARE AT LEAST THREE(3)FEET FROM ANY SURFACE _ SHALL BE FILLED WITH wz o' < a EXISTING OR PROPOSED STORM SEWER,STORMWATER FORCE MAIN,OR PELINE CONVEYING RECLAIMED WATER;AT LEAST NON-SHRINK GROUTAND 6. IN SILTS,CLAY OR HIGHLY ORGANIC SOILS(FINE-GRAINED SOILS INCLUDING SOIL GROUPS ,OL,MH,CH, w a THREE(3)FEET,AND PREFERABLY TEN(10)FEET,FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER;AT .I '? COATED WITH BITUMINOUS OH AND PT)THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24"(AT A MIN.)AND BA ITH F LEAST SIX(6)FEET,AND PREFERABLY TEN(10)FEET,FROM ANY EXISTING R PROPOSED GRAVITY OR PRESSURE-TYPE - WATERPROOFING MATERIAL AASHTO CLASS A-3 SOIL(COMPACTED TO 98%,ASTM D1557)OR OVER-EXCAVATE AN ADDITION w MIN.) ' FT a SANITARY SEWER OR WASTEWATER FORCE MAIN. AND BACKFILL WITH GRANULAR BACKFILL(57 STONE). a8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM COMPLETED JOINT DETAIL Project No.: ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN ISCROSl ING ANOTHER PIPELINE AND JOINTS IN THE WATER ka 16-01-0006 MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE I ROM JOINTS IN THE OTHER PIPELINE,THE DJSE.Wd: Drown: DC.G. � CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROV L OF ANY ALTERNATIVE CONSTRUCTION METHODS, SANITARY SEWER TYPE A MANHOLE, PRIOR TO CONSTRUCTION. PRECAST SEWER MANHOLE JOINT DETAIL Checked: O.C.: gti- T.B.W. R.C.W. 4 NOTES ON UTILITY SEPARATION REQUIREMENTS JANUARY 2015 PLATES-17 8"-21" SEWERS BER 122015 m JANUARY 2015PLATE W-11 JANUARY 2015 PLATES S-2,S-3 s Sheet 10A EXIST,YARD PIPING CONNECTION 4J SEWER LATERAL MARKER REQUIRED TO BE DETERMINED IN FIELD FOR NEW DEVELOPMENT AREA V 0 � N (SEE NOTE#1) IF NO CURB SCRIBE LETTER �� N X/;*S"IN FRONT OF SIDEWALKy„ t —W SIDEWALK (PAINT GREEN) U G cc Lj �—JOIN TO EXIST.CONN.IN FRONT OF p —I SIDEWALK,DRIVEWAY OR P/L C M SCRIBE THE LETTER"S"MIN.OF 2" � c CURB—\a- M HIGH&1/4"DEEP IN CURB(PAINT GREEN) en� u �1 8�p Z to N," g Y HOUSE LATERAL(SEE NOTES#2&#4) 21^ J N w o 6"BEND SHORT RADIUSIOA o ww CLy o STANDARD TEE-WYE FITTING(TYP) r Ol •�jiiZ d 0 W O� GRAVITY Ot OF SEWER AND STREET t- M E w SEWER UNLESS SHOWN OTHERWISE y en Z E ON PLANS c U3 Ln1p m — -- — G NU w FLOW I C d m cid O o N L 0 m Ug TOLP OF PAVEMENT AVG.GRADE SURFACE m a My. FOR SECTION VIEW SEE S-20 t z(: .=: 7 ,.�, I w ME I- \ cr Jw o VARIES N 4.0 VARIABLE TO BE DETERMINED w ELECTRONIC"SEWER" BY ENGINEER IN FIELD FOR EXIST.PIPE D o MARKER(SEE NOTE#1) EXCEEDING T-0"DEPTH :T } Pti —— —— FLEXIBLE ADAPTER 6"PVC BEND �r � a NOTES: COUPLING(FERNCO OR EQUAL) Cl/ 0 0 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC"SEWER"MARKER IS 6"PVC SEWER SERVICE REQUIRED FOR ALL LATERALS WHICH ARE"NOT"IN USE".FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS LATERAL MIN SLOPE 1/8" "NOT IN USE",A LANDSCAPE TIMBER OR 3x3 MIN.P.T.POST(TOP PAINTED GREEN)SHALL BE INSTALLED TO MARK THE I PER FOOT(NOTE#2) m LOCATION OF THE 6"PLUG. a> + SAND CUSHION 3*MIN. o � 2 60 FEETHE T(LENGTUM IZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES.THE H BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY L NE),IMUM LENGTH OF A HOUSE LATERAL SHALL BE (NOTE#3) a a a a Z z �• EXISTING CONFLICT PIPE z 3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16"AND LARGER. Ln 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING) NOTES: WITH A"DEPTH OF CUT"EQUAL OR GREATER THAN 12 FEET,SHALL BE PVC SDR-26. Of 1.ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. W a HOUSE LATERAL- PLAN VIEW 2•FLATTER SLOPES MUST BE PRE-APPROVED BY JEA O&M MANAGER(ONLY)PRIOR TO CONSTRUCTION. z JANUARY 2015 PLATE S-19 w 3.THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE U) U MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557. J 0 SEWER SERVICE LATERAL MARKER REQUIRED FOR NEW DEVELOPMENT Z z AREAS(SEE NOTE#1) HOUSE LATERAL OVER CONFLICT PIPE F— o 12"MAX CURB&GUTTER W a. w WIDTH OF RIGHT-OF-WAY VARIES JANUARY 2015 PLATE S-23 w Q o ENGRAVE IN CURB THE LETTER W p a "S"AT SEWER HOUSE SERVICE AVG.GROUND SURFACE ELECTRIC"SEWER"MARKER (SEE NOTE#1) LOCATION(PAINT GREEN) v Q TOP OF PAVEMENT H, OCLo w w CL m w Ir co w IT-7 EXIST.4"YARD PIPING o n c w I CONNECTION(TO BE LOCATEDJ F '4 w WIDTH OF TRENCH N (NOTE#3) �\"i� I PRIOR TO INSTALLING TEE �- /,. BRANCH).PROVIDE FLEXIBLE W Q z u v \��`•� i'\' / ADAPTER COUPLING(FERNCO TOP OF PAVEMENT I—^ OR EQUAL). AVG.GRADE SURFACE O = Z r6'PIPE "BENDLLI wi � LAY IN UNDISTURBED SOILLAY IN COMPACTED SLOPESOIL ��• 1 ER FOOT o9 � \ a VARIES \��,�\.' - Ww wSTANDARD TEE-WYE FITTING < v FOR EXISTING PIPE wPLUG o •`�'• � (30°MIN.,60°MAX.) ♦1 n, ( EXCEEDING 3'-0"DEPTH W ai OR CONNECTION TO YARD PIPING \\� ` \� EXISTING CONFLICT PIPE �-- Z 0 z � %i•\; �j<i T FOR PLAN VIEW SEE S-19 Q J m U � o NOTES: SAND CUSHION 3"MIN. 3 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC"SEWER"MARKER IS REQUIRED FOR (NOTE#3) w ALL LATERALS WHICH ARE"NOT"IN USE".FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS"NOT IN USE",A 6"PVC SEWER SERVICE i• O LANDSCAPE TIMBER OR 30 MIN.P.T.POST(TOP PAINTED GREEN)ORAN ELECTRONIC"SEWER"MARKER SHALL BE INSTALLED TO LATERAL PIPE(MIN)SLOPE CL CL 3 LO w MARK THE LOCATION OF THE 6"PLUG. ( 1/8"PER FOOT(NOTE#2) mag 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES.THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET �w vI 4 (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). 6"PVC BEND wo w` z e 3. SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS. 'a VARIABLE TO BE DETERMINED Z o, w S 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING)WITH A r BY ENGINEER IN FIELD Z ILu o y "DEPTH OF CUT"EQUAL OR GREATER THAN 12 FEET,SHALL BE PVC SDR-26. F I^ 'a 5. UNLESS APPROVED OTHERWISE BY A JEA O&M MANAGER,NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE NOTES: CONSTRUCTED WITH A"DEPTH OF GUT"GREATER THAN 12 FEET. a 1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIE� Project No.: •� 6. SEWER SERVICE LATERALS ASSOCIATED WITH GRAVITY SEWER MAINS WHICH ARE DEEPER THAN 12 FEET,MUST BE ROUTED TOA 16-01-0006 a GRAVITY SEWER HIGH-LINE,A MANHOLE OR OTHER JEAAPPROVED METHOD. 2. FLATTER SLOPE MUST BE PRE-APPROVED BY JEA O&M MANAGER(ONLY)PRIOR TO CON UC Designed: Drawn: v T. THE SEWER SERVICE LATERAL SHALL BE CONSTRUCTED AT A DEPTH TO ALLOW A GRAVITY CONNECTION BY THE CUSTOMER, J.E.W. D.C.G. P WHERE POSSIBLE(CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS). 3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98q OF THE I Checked: O.C.: A LATERAL REQUIRING MORE THAN 60"OF COVER MUST BE APPROVED,PRIOR TO CONSTRUCTION,BY JEA DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557. T.B.W. R.C.W. �o e: EMBER I2 2015 4 HOUSE LATERAL- SECTION VIEW HOUSE LATERAL UNDER CONFLICT PIPE 4 tale: m JANUARY 2015 PLATE S-20 JANUARY 2015 PLATE S-24 R Sheet 10B A LOCATE WIRE SHALL BE PLACED ON SERVICES 10FT OR GREATER. MJ TEE OR HYDRANT TEE v (ANCHOR TEE)SIZED AS REQUIRED HYDRANT SUMP(PROVIDE GRAVEL 90°BEND(TO BE SMOOTH HOSE BIBB v M u SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) REMOVED) (TO BE REMOVED) o0 P& PA. 30R,SERVICES(SEE NOTE#5) 5 OR MORE SERVICES(SEE NOTE#5) 374'RODS(24"LONG MIN) P& it v cn V $ 4'D.I.P.MAIN WATER SHALL FLOW z 7 112'J ELECTRICAL (MIN)WHERE z METER Wf MULTIPLE TAPS ARE I/ STRAIGHT DOWN CL 4 EASEM NT --- ———— CURB STOP CONSTRUCTED 6"PIPE O Z (NOT ANGLE) �� v U ---- --- -------- ------ R1W 1s 1"POLY zo MAX �, rn 110 O J g ,yv 1'POLY TUBING W/"Y' 1"MIP PACK N'4'RODS ALONG FIRST 15 LF FINISHED GRADE ^M 3 FITTING FROM HYDRANT(NOTE#2) JOINT COUPLING ` \ \ N z 6-MA GATE VALVE S p MULTISERVICE"Y' POSITIONED NEARESTETEERAFITTINGINTS EQ.) y/\\\�j\�`/� v %2"POLY TUBING (2"FIP INLET AND 3 OR 4 1"FIP OUTLET) MECHANICAL RESTRAINT REQUIRED(TYP) 91 7 z LONG-SIDE WATER SERVICE 2"MIP PACK N O W n SERVICE SADDLES WITH PIPE I&SIZE MIN.)(TO BE O .q �*cn POLY TUBING(1"MIN.) JOINT COUPLING 24"SEPARATION ATA WATER MAIN REMOVED)ROUTE TO •� a¢�„ m - - _ ''' '' MIN.(NO GLUED TEES) PLAN ROADWAY SHOULDER IFC d W oz B \ 2"'POLY TUBING _ - REQUIRED(SEE NOTES) W O m o ... `-ROAbV11AY.. .. _ PROVIDE RAISED PAVEMENT MARKER `NM 7 id SADDLE W/CORP (SEE NOTE#6) — ,--BUSHING IF REQ.(TO BE REMOVED) z _ 1"THREADED PLUG(TO BE INSTALLED AFTER �n¢ w 2"SADDLE W/GORR STOP ��-� c rn fD STOP ITYP).''' - - BACTERIOLOGICAL CLEARANCE IS RECEIVED) N U .... ..... ..... -� w N 4"G.V.(MIN) 3-WAY FIRE HYDRANT PUMPER NOZZLE 2'MAX(SEE NOTE#4) A C m TO FACE�OF PAVEMENT C a (SEE NOTES#3&#4) 6t__90'DEGREE BEND(TO BE REMOVED) t� 1p �. WATER MAIN SHORT-SIDE WATER SERVICE L C"' rn 1"CORPORATION STOP CONNECTED Q POLY TUBING(1"MIN.) VALVE BOX T_ METER BOX LOCATION z (COVER PAINTED YELLOW) BREAKABLE FLANGE < DIRECTLY INTO SADDLE(TO REMAIN) m z r -- - _ (NEAR UG ELECTRICAL- __ - - WATER METER BOX(TYP) z 1"WATER SERVICE SADDLE a LOCATED(1"MINJABOVE m FINISHED F CL BOX,NOTE#1) 2 7112'JEA ELECTRICAL EASEMENT FINISHED GRADE m GRADE (TO REMAIN)(NOTE THAT OUTLET, v ---------- ------ 10k10'JEA ELECTRICAL i s,,:.-- �. __ � .00 OR 9:00 POSITION) o _ ) �__EASEMENT WfUG ELECTRIC ,'✓../" 5 "` WATER MAIN(SIZE&TYPE VARIES) a -- — ----- ------ NOTES: m Z T BOX�R DR�II�A a(�E T R/W:RIGHT OF WAY LINE w EASEMENT(NOTE#3) P/L = 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY o P/L PfL:PROPERTY LINE LOCATE WIRE IF REQUIRED ;;w (SEE NOTE#1) LEAVE DRAIN a p SHOULDERS(NON-TRAFFIC AREAS). O 'm DOUBLE 7 n WATER SERVICE BARE WIRE DEAD-END HOLES OPEN o w a w 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS(AS NOTED), (SEE NOTE#6) (NOTE#1) - w l- AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. z mw_ O NOTES: 3. PIPE AND FITTINGS SHALL BE PVC(SCH.40)OR GALV.MATERIAL o w V) w 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND ME 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A ER BOX LOCATIONS.ACTUAL LOCATIONS OF BOXES MAY SAMPLE TAP BY ALTERNATIVE METHODS(SEE W-24)IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. y m VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED.TYPICALLY,THE METER BOX SHALL LOCATED AT THE Rf W LINE BUT INSIDE THE 7 112'ELECTRIC EASEMENT. 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL o `� 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY(NAS U,CLAY OR ST.JOHNS COUNTY),THE METER BOX SHALL PROVIDE FILTER FABRIC(MARAFI 700X,140•S HYDRANT SUMP RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. Z Q a Q a Z BE LOCATED IN THE JEA 7 112'ELECTRIC EASEMENT,AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE - PROPERTY LINES.IF A CONFLICT EXISTS WITH OTHER UTILITIES,THE METER BOX MAY BE ADJUSTED TO FOUR FEET(MAX.) OR EQUAL)TO TOP AND ALL 4 SIDES. 2.$. TEMPORARY SAMPLE TAP D INSIDEPROPERTY LINES(IN LIEU OF TWO FEET).UNLESS APPROVE OTHERWISE BY JEA,THE WATER METER BOX SHALL BE LOCATED IN NON-TRAFFIC AREAS(NOT IN SIDEWALKS OR ORIVEWA S).IF THE METER BOX IS APPROVED BY JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK,THEN THE CONSTRUCTION 3HALL MEET STANDARD DETAIL NUMBERS W-3&4,ATA SECTION JANUARY 2015 PLATE W-25 m MINIMUM W ( W-3 AND WA FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP).SET TOP OF BOX AT NOTES: a FINISHED GRADE.IF AN UNAPPROVED METER BOX IS IDENTIFIED BY EA THEN THE CONTRACTOR OR CUSTOMER SHALL BE > z RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, �> COST TO PROVIDE THE CORRECT METER BOX.JEA SHALL APPROVE LL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE O SECURED TO THE PIPE MAIN.SEE SECTION 350,LOCATE WIRE INSTALLATION PARAGRAPH. r^ `^ J 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS,MET BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT V J VJ, O OUTSIDE THE EASEMENT AREA 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALEIDITCH ❑ 0 AREAS.THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT,BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN z 4. FOR SINGLE SERVICES,THE HORIZONTAL DISTANCE(PERPENDICU R TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING METER BOX SHALL BE 2 FEET MAXIMUM.FOR DOUBLE 1"SERVICES, HE 1 Y."POLY MAIN SHALL BE LOCATED CENTERED AGENCIES.DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E.THE PUMPER NOZZLE) .THE Q w w BETWEEN THE TWO METER BOXES.LOCATE WIRE IS REQUIRED IG LL SERVICES 10'OR GREATER IN LENGTH.IF LOCATE WIRE MAXIMUM DISTANCE(BACK OF CURB)SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS 2"CURB STOP-FIP 0 IS REQUIRED,THE WIRE SHALL RUN FROM THE METER 80X(WI PIG IL)TO THE MAIN(DEAD END SHALL BE TAPED WITH NO APPROVED BY JEA.FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11.IF PIPING BETWEEN TEE AND HYDRANT IS ��// CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF NSULATIOWBARE WIRE AS GROUND).ALL EXCEPTIONS TO LONGER THAN 60 LF,AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). (SEE NOTE#2) I.L ❑ 0 THIS REQUIREMENT MUST BE APPROVED BY JEA.THIS WILL ASSIST I LOCATING EXISTING SERVICE LINES IN THE FUTURE. ALL PIPING,VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE Lu Q RESTRAINED UTILIZING ONLY TWO 314"DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES JEA STANDARD WATER 1� 5. GANG WATER SERVICES:FOR 3 OR 4 SERVICES IN ONE AREA,A DUC rICLE IRON PIPE(D.I.P.)WATER MAIN EXTENSION WILOCATE REQUIRED).A SPLIT SERRATED RING WITH RESTRAINT EARS(EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL METER BOX FOR 1"METER W/ 2"POLY WITH BRASS FITTING r o WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERV CES WHERE SHOWN ON THE DRAWINGS.LOCATE WIRE OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. HEAVY DUTY IRON LID. CLOSE NIPPLE Q ui SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER IN.FOR 5 OR MORE SERVICES IN ONE AREA,A WATER MAIN LOCATE WIRE PIG TAIL END O EXTENSION WlLOCATE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT 2"BRASS,90°ELBOW&PLUG DRAWINGS(TAPS STAGGERED AND AT 2 FEET ON CENTER-MIN).FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. (12"LONG) - d Lu THE HEADER PIPE SHALL BE 4'AT A MINIMUM,EXAM LE:CONSTRUCT A 4"MAIN D.I.P CROSSING THE STREET FINISHED GRADE m FOR 5 RESIDENTIAL CUSTOMERS,UTILIZING 4-G.V.,4"PIPE,4'X1'SADDLES AND 1"CORP STOPS(NO GLUED TEE FITTINGS).THE 4. PRIOR TO PROJECT FINAL INSPECTION,THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED,GREASED AND w 4"OR LARGER D.I.P.WATER MAIN MUST BE SIZED AND DESIGNED BY I IHE P.E.ENGINEER REPAINTED(RUS-KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL).PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS m SHALL BE PAINTED RED. `^ J O 6. DOUBLE 1'WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LON SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. F, v, 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLYccLLI Q 7. A 1"IRRIGATION SERVICE MAYBE TAPPED INTO THE(1"MIN)DOMESTC WATER SERVICE LINE(WHICH SERVES THE SAME IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12"OR LARGER WATER MAIN.UNLESS APPROVED OTHERWISE BY JEA,THE I— z CUSTOMER)UTILIZING A 1-BRONZE"Y'FITTING.(IN AREAS WHERE G LOCATE WIRE RECLAIMED WATER IS AVAILABLE). INSTALLATION OF(45°)BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECTAN IMPROPERLY FURNISHED HYDRANT.THE O Z Ln o 8. No 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER INS WHICH ARE 20"AND LARGER SIZE. USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. (SEE NOTE#4) W Q 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTR 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS CTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED,AT PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE.THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN 2'POLY Q ? A MIN.OF 10'FROM THE POTABLE WATER SERVICE,AND/OR BOX A NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS THE CENTER OF THE TRAVEL LANE,DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. 15"CRUSHED ROCK W Q W m APPROVED OTHERWISE BY JEA 2"CORPORATION STOP OR GRAVEL BELOW BOX m 0 W W WATER SERVICE INSTALLATIONS FIRE HYDRANT INSTALLATION O Q 2"AND SMALL=-R METER USING MECHANICAL JOINT TEE v Z Ld Ld o W JANUARY 2015 PLATE W-1 JANUARY 2015 PLATE W-13 z"90°BRASS COMPRESSIONZ FITTING ELBOWS(TYP.) ? J m o WATER MAIN 3 TAPPED PLUG(IF NECESSARY) � I- � }}O YUNIT PRICE PAY QUANTITY Q W 3 O to NOTES: IL g � w Q 1. PIPE SHALL BE POLYETHYLENE.FITTINGS SHALL BE BRASS. ao r=- J[p m2. THE 2'CURB STOP SHALL BE ALL BRONZE.FITTINGS SHALL BE BRASS. � � p 3. ANY RECLAIMED WATER VALVE SHALL HAVE RECLAIMED EMBLEM. �o w wZ o 4. LOCATE WIRE FOR 10'OR GREATER IN LENGTH. � Zw m o F� V) O S. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT. c 6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION. a a P1 01-0006 FLUSHING VALVE BELOW GRADE igned: Drawn: D.C.G. 8 JANUARY 2015 PLATE W-28 T.B.W.eB.W. D.C.: R.C.W. q Data: b NOVEMBER 12 2015 mScale: Sheet 1Or c 0 M 7y8• MJ TEE OR HYDRANT TEE (ANCHOR TEE)SIZED AS REQUIRED HYDRANT SUMP(PROVIDE GRAVEL O PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) 3(4"RODS(24"LONG MIN) L� CL N 30'MIN. � 0��Q O 6"PIPE O oG./ 1 con E WATER p pa 0 0 8�Z 3/4'RODS ALONG FIRST 15 LF d J FROM HYDRANT( #2) F; SEE NOTES#1&#2 6"M.J.GATE VALVE(RESTRAINTS REQ.)I ,2'$• "I - �- -� POSITIONED NEAREST TEE FITTING O 2 X\ w CL MECHANICAL RESTRAINT REQUIRED(TYP) HEAVY DUTY RATI G WATER MAIN wj am E PLAN M z= of 7-3t8" 3 e" PROVIDE RAISED PAVEMENT MARKER ' N U w Na (SEE NOTE#6) C o L J a 3-WAY FIRE HYDRANT PUMPER NOZZLE N PICKHOLES TO FACE CLOF PAVEMENT m a L (SEE NOTES#3&#4) 9/16• WATERVALVE BOX v z (COVER PAINTED YELLOW) I d 318BREAKABLE FLANGE z o LOCATED(1"MIN.)ABOVE FINISHED a 5" FINISHED GRADE to GRADE w 0 NOTES: '/ ,,;i. <. O —> r 1. PAINT TOP OF THE COVER WITH ENAMEI PAINT(BLUE COLOR)FOR WATER w Z x a 2. FOR"REUSE'PAINT TOP PANTONE PURP E. LOCATE WIRE IF REQUIRED fLEAVE DRAIN F O O 3. LID WEIGHT:APPROX.12 LBS. (SEE NOTE#1) HOLES OPEN w= o BARE WIRE DEAD-END o w w (NOTE#1) Y`� WATER SYSTEM VALVE BOX COVERmw w 1 < wm q o � JANUARY 2015 PLATE W-16 Q Q Q z° z N PROVIDE FILTER FABRIC(MARAFI 700X,14VS HYDRANT SUMP OR EQUAL)TO TOP AND ALL 4 SIDES. 2'4r LL a W a SECTION NOTES: ``W^ O 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, V/ J OJ THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE Q i SECURED TO THE PIPE MAIN.SEE SECTION 350,LOCATE WIRE INSTALLATION PARAGRAPH. Z z 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALKAND NOT WITHIN SWALEIDITCH r o w AREAS.THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT,BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN Q a COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING U AGENCES.DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E.THE PUMPER NOZZLE) .THE MAXIMUM DISTANCE(BACK OF CURB)SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS LW O APPROVED BY JEA.FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11.IF PIPING BETWEEN TEE AND HYDRANT IS f-- p LONGER THAN 80 LF,AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). U ALL PIPING,VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE D RESTRAINED UTILIZING ONLY TWO 3/4"DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES p REQUIRED).A SPLIT SERRATED RING WITH RESTRAINT EARS(EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL d OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. w 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT m SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. O 4. PRIOR TO PROJECT FINAL INSPECTION,THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED,GREASED AND w J Q O REPAINTED(RUS-KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL).PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS Li z SHALL BE PAINTED RED. N 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY O 2 Z z IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12"OR LARGER WATER MAIN.UNLESS APPROVED OTHERWISE BY JEA,THE w INSTALLATION OF(45")BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECTAN IMPROPERLY FURNISHED HYDRANT.THEZ U 0 j USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. W 0 ? 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER ISm o Ww Y PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE.THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN O �w U THE CENTER OF THE TRAVEL LANE,DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. (' v W W $S FIRE HYDRANT INSTALLATION v a USING MECHANICAL JOINT TEE ~ Q w o Q J m � 3 JANUARY 2015 PLATE W-13 Q 0 v a .e o Q_ w � w p a = 8 JO V) C> Z In JZ Q s Zw o Project No.: 8 16-01-0006 Designed: Drawn: J.E.W. D.C.G. Checked: O. C.: T.B.W. R.C.W. g Date: 4 NOVEMBER 12 2015 QScale: b b Sheet 10D LENGTH(L)TO BE RESTRAINED (SEE PLATE Nos.38C&38D FOR ADDITIONAL DETAILS) V M V V9f11GLOFF�k76 VALVES REDUCERS TEES NOMINAL F10R�i7N.B@Og 45°BENDS SEE NOTE PIPE 90" 45" 22.5° 11.25° (SEE NOTE 4) DEAD RUN BRANCH rur� p p A SIZE BENDS BENDS BENDS BENDS UPPER ILOWER I ENDS SIZE SIZE SIZE r (IN.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) (IN.) L(FT.) (IN.) (IN.) L(FT.) " Qj PVC PIPE RESTRAINT NOTES: n• U 4 20 B 4 2 20 3 50 6x4 35 4 4 F.O, v j 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER,SEWER FORCE MelIN OR 6 28 10 5 2 28 4 20 8x6 35 4 6 10 h 0 RECLAIMED WATER SYSTEMS.ALL FITTINGS SHALL BE RESTRAINED T D LENGTHS 8x4 65 4<LESS F.O. C INDICATED ON THE ABOVE SCHEDULE,ATA MINIMUM. 8 38 14 6 3 36 5 90 10x8 35 8 8 30 edc 6<LESS F.O. -4 M E i1 2. ASSUMPTIONS:PVC PIPE,SAFETY FACTOR=1.5,TEST PRESSURE=1 St,SOIL�M OR 10 40 18 8 4 45 6 110 10x6 65 1048 '1 8 Z SM,TRENCH TYPE 3,DEPTH OF COVER=30 INCHES FOR 20"AND LER PIPE SIZE 12 50 20 9 4 52 6 120 12x10 35 8 g 14 �+ OR 36 INCHES FOR 24"AND LARGER PIPE SIZE. 12x8 65 6<LESS F.O. �A'� Y r� .• 14 56 23 10 5 60 9 140 12 12 65 W J 3 3. BENDS AND VALVES:SHALL BE RESTRAINED ON EACH SIDE OF FITTIN 16 60 26 11 6 67 10 160 16x12 65 10 35 V I 16x10 95 g<LESS F.O. a 4. VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND APPROX.X.8 FEET 18 69 29 12 6 74 12 180 20x18 35 16 16 100 O G X tD w COVER ON BOTTOM.PER THE DETAILS,Lu IS THE RESTRAINED LENG FOR THE 40 ( , UPPER(TOP)LEVEL.Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER) 20 75 1 32 13 1 7 BO 13 195 2Ox16 65 10<1LES5 F.O. V y"y LEVEL ASSUME 45 DEGREE BENDS. 20x12 120 Y 24 76 33 15 7 61 14 200 20 20 W 80 M E o 24x20 65 5. TEES:TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENG ON EITHER 30 88 36 18 9 97 76 235 16 � � w E SIDE OF TEE(RUN)SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN).SEE SCHEDULE 24x18 95 12<LESS F.O. C M Z ABOVE FOR RESTRAINT LENGTH ON TEE"BRANCH"LINE. 36 100 40 20 10 110 20 270 24x16 120 24 24 130 ► C �0 6. HDPE TO PVC TRANSITIONS:THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 42 115 48 23 11 125 24 300 30x24 80 16 40 C N�j N 48 125 52 25 12 140 30 340 3Ox20 150 12<LESS F.O. C pgp d� Do 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS( -18&25 PIPE) 3600 80 30 30 140 8 O N SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATI ,WHICH 36X24 150 24 C.. INCLUDES NOT OVER TIGHTENING THE PARALLEL SMUTS.THESE20 50 N Q NUTS SHOULD m p ONLY BE SNUG TIGHT.THE HOME MARKS ON THE PIPE SHOULD AIW S BE VISIBLE 42x36 80 16<LESS F.O. AFTER THE RESTRAINT IS INSTALLED.OVERHOMING THE JOINT MAY AUSE A FAILURE 4200 150 36 36 180 5 AT THE BELL RESULTING IN A SERVICE OUTAGE 48x42 80 30 0 24 50 U L to 48x36 150 20<LESS F.O. O 42 42 220 a 36 160 30 80 w PVC PIPE RESTRAINT JOINT SCHEDULE 2D<48 250 o 1 0 4g 4g 250 > } 42 180 < JANUARY 2015 PLATE W-31A 30 40 0 24<LESS F.O. F.O.=FITTING ONLY 2 N d m p O O a a a ®a Z Z to TEE BOLT TEE BOLT H C MPI PLAIN END P.V.C. �# # PLAIN END P.V.C. BELL A.P.V.C. RING -- M.J.D.I.FITTINGS of W EL< O ANGLE OF DIRECTION CHANGE -- -- HORIZONTAL BEND PSE (n J o BELL Q RESTRAINED BELL JOINT RING RESTRAINED MECHANICAL JOINT LL L THREADED STEEL ROD WlNUTS& Z Q z # # • MECHANICAL JOINT TEE WASHERS(TYP)LENGTH AS REQUIRED Q o TYPICAL PROFILE Q TYPICAL PROFILE MECHANICAL JOINT TEE W w a ROUTE LOCATE WIRE IN AI IO o BELL JOINT TO PIAN END MECHANICAL JOINT TO PLAIN END a VALVE BOX(SEE S-49) LL w WIMECHANICAL RESTRAINERS SECTION WIMECHANICAL RESTRAINERS W o DEAD END m o a MECHANICAL JOINT VALVE Q v L 90°THREADED o STUB OUT LENGTH SHALL EYE BOLTS W1NUT5 a �► # 1 BE 20 L.F.(MIN.)WITH W w JOINT RESTRAINTS w PIPE BELL RESTRAINT mo UPPER BEND Fsr X THREADED STEEL ROD (n J E- REDUCER MECHANICAL JOINTSLEEVES �F�,y W/NUT&LOCK W J Q o Oj�rOp a. WASHERS(TYP) I SOCKET CLAMP WITH SOCKET CLAMP cc z ANGLE OF 45° '9C o (LENGTH AS REQUIRED) WASHERS(TYP.) NO.OF TIE RODS REQUIRED DIRECTION CHANGE j O = Z Z TIE RODS v, PLUG ANCHOR STRAP ♦ W a 3"-8" DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(314"ROD) a = tJ 10"-12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(314"ROD) LOWER BEND —T MECHANICAL JOINT PLUG Z Q d 14'-16" DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(314"ROD) RUN LOCATE WIRE(TO BOX) L,Fn z '~ 18"-20" DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3!4"ROD) (SEE NOTE#2) 1 A -�A O m 0 W U 24" DIAMETER MAIN-12 TI RODS REQUIRED PER JOINT 3/4"ROD) ** 30"-36" DIAMETER MAIN-14 TI RODS REQUIRED PER JOINT(1"ROD) # # U a 42"-48' DIAMETER MAIN-16 TI RODS REQUIRED PER JOINT 11 114"ROD) ANGLE OF 45° LI w PLUG rW�1 di 54" DIAMETER MAIN-18 TI RODS REQUIRED PER JOINT(1 1/4"ROD) DIRECTION CHANGE PLAN U I— a V J W VERTICAL OFFSET PROFILE I— Z DEAD-END THR ST COLLAR ANCHOR o Q Q o U TO B L L E USED INSTEAD OF TOT RESTRAINED LENGTH(OPTIONAL)SIZE z;;w t# # m w AS PER THRUST BLOCK DET IL(W-38).SEE DETAILS W-36&W-37. O Z f— BRANCH Q N # f� SECTION"A-A" # L NOTES: p w d 1. IN LIEU OF BELUROD RESTRAINTS,MECHANICAL JOINT RESTRAINTS MAY BE USED. In w O $ TEE 2. LOCATING WIRE REQUIRED,UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. qtv� 3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: �m 5 ca y 3--8- DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(3/4•ROD) rn z `a 10"-12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(3l4"ROD) -z w < S # #+6 ## # 1414"-16" DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(3/4"ROD) ww L v o `` *` ** ` 18"-20" DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3/4"ROD) za ' FIRE HYDRAN* LATERAL RUN �— En 24" DIAMETER MAIN-12 TIE RODS REQUIRED PER JOINT(3/4"ROD) En VALVE 30"-36 DIAMETER MAIN-14 TIE RODS REQUIRED PER JOINT(1'ROD) a NOTES: 42"-48" DIAMETER MAIN-16 TIE RODS REQUIRED PER JOINT(1 1/4"ROD) GENERAL NOTE: 54" DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 1/4"ROD) '8 a 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL Project No.:6-01-0006 1. PAY ITEM* DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER FA H BASIS. BE A TOTAL DISTANCE OF 30 FEET(MIN.). 4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT,IF POSSIBLE.THE STUB OUT SHALL a EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET(MIN.)WHERE POSSIBLE. ed: Drawn: 2. PAY ITEM"—DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNI PRICE BID FOR FITTING OR VALVE. 2. PAY ITEM""DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. D.C.G. ecke D.C.: g 3. INDICATES DIRECTION OF THRUST FORCE. 3. PAY ITEM"""'DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. PLUGGED DEAD END USING T.B. R.C.W. 4 Date: MECHANICAL RESTRAINT DETAILS- I MECHANICAL RESTRAINT DETAILS - II MECHANICAL RESTRAINTS ScaOVEMBERI2 2015 JANUARY 2015 PLATE W-31 C JANUARY 2015 PLATE W-31 D JANUARY 2015 PLATE W-37 Sheet 10E _ 1�MRS-OF—CLEARING \ ="� Q� O Q e °I INSTALL SILT FENCECLN E a -^ FLOATINGco ,A LIMITS OF ;t TURBIDIBARRIERTY _.� > $N z �,,r-rr Axa. } 4 u•Y� .r_ CLEARING W 0 aa w w« r a R t INSTALL SILT FENCE V .n M z INSTALL SILT FENCE ETT 1 a y ,. w 0 .. r o . a 1 •yr w«a~ r�} l en E o 1 Q . �M 7 z E ----- �r ,+ w 1 O� � N FLOATING TURBIDITY BARRIER --- - --. . _. -- . ._ �, ''t + ° f ` ,0 w €� u FLOATING TURBIDITY BARRIER a pw v,.v:. K.r eo < af•'j' tC app d' m r..,awa, i., �„✓� t INSTALL HAYBALES $Q O 0 4H t �` ~i a UAI � a a,- AROUND DRAINAGE ao INSTALL SILT FENCE i•I t TRUCTURES(TYP.) 0- v lb r sF sF OVER EXISTING CURB INLET ---------------- CTi;J P FD ! S a t i INSTALL SEDIMENT FILTER da - --------------------------------:-� r.o DC7, PO IvD t ••r,x�w, y � 2 w 0 `-- ` ,1 _ �•—Y'1r {. 1 Kt tau'" N �' Z Q,a• * ......_�..^'<,a sex rr*Arc uA _ •,,r>9su,nv— _ u•,wac --" «u,n„4:,c_ r,ew=sT.�.. Y ///rrr i•iwu'^i.x �"'-�,i raaC a+a ,t mnc aei —�C, ra TVs" --'r nmc^cue -- —_•. it wYx 4' ` f� yI,, a � w�awar elt ,�•>�rs nn` r ws as "J*' i s i..s ds wua z Z INSTALL HAYBALES AROUND EXISTNC INSTALL SILT FENCE DRAINAGE STRUCTURE } 0 9. 4 .k;r r.t EL z z � Z rix+a cm• 'S O Z J LEGEND _ 1 i� iFY .� m rwa H Z o s i LIMITS OF CLEARINGj i 1 ,1t Z W U z � C_Cz CLEARING AREA t INSTALL HAYBALES G �" EL G: l �,.sw'ac •. " . AROUND DRAINAGE Q O v 1 F STRUCTURES(TYP.) w TREE PROTECTION 1 $ J W O o am O SF SILT FENCE ' `' �� ,`�1 4'd U (n �y m 0 0 o FLOATING TURBIDITY BARRIER f J r, ' W m HAYBALE ! ( t o .q•rr r w m ,�•urn*. 1 W � Q o INSTALL HAYBALES LIMITS OF CLEARING O kIm-..v 1 � � LL � N = Z - AROUND DRAINAGE (;}• F z STRUCTURES(TYP.) ,,,, T W a �a s Z Q o z SI INSTALL FENCE w t` > re: ; r rn.A attt f111�� 0 Ww TREE BARRIER SHALL BE obx tt• r 4t{ m w U PLACED TO THE OUTER LIMITS LIMITS OF CLEARING ,+,,,! e,. rt� Gp"+`"z x- ' !!! :`=:$ `i; O w 0 OF TREE DRIPLINE.6'MINIMUM ),t _ (1 I{ �— V a INSTALL SILT FENCE S ,"ry �.y w``LTLn�I aINSTALLINSTALL 3'TREE v FENCE ALONG AREAS Qar +c rti. tF Z Q w TO BE PROTECTED r,A l` CSZ (SEE NOTES) .w : i 0�' i C3 ��., to O SEDIMENT AND EROSION CONTROL NOTES: m 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. 'r 0 �-1E w 2. CONTRACTOR SHALL PROVIDE MAY BALES AT ALL DEWATERING SUMPS. I V Q 3. CONTRACTOR SHALL INSTALL HAY BALES OR SEDIMENT FILTER AROUND EACH INLET. I r w 1 Q w m 4. SILT FENCE,HAY BALES AND OTHER ELEMENTS SHOWN HEREON ARE GRAPHICAL _ _ o REPRESENTATIONS AND ARE NOT MEANT TO BE EXACT.GENERALLY,THESE OBJECTS ARE 1; _m PRESERVED UNDERSTOR INSTALLED OUTSIDE LIMITS OF UPLAND BUFFERS,WITHIN PROJECT BOUNDARY AND OUTSIDE } ,"nC? en a TREE PROTECTION DETAIL LIMITS OF CONSERVATION AREAS AND JURISDICTIONAL WETLANDS.IT IS UP TO THE CONTRACTOR } I a c TO LOCATE ALL UPLAND BUFFERS AND WETLANDS PRIOR TO CONSTRUCTI N.T.S. ON ACTIVITIES. ? ;> , �0 8 R CONTRACTOR SHALL PLACE THESE ELEMENTS AS CLOSE AS PRACTICAL WITHOUT DISTURBING y "` V) TREE PROTECTION NOTES: r�o O m UPLAND BUFFERS,ADJACENT PROPERTIES AND/OR WETLAND/CONSERVATION AREAS. 1 t CS. Xo w` z 'e 1. ALL PROTECTED TREES SHALL BE PROTECTED FROM DAMAGE TO TOPS,TRUNKS AND ROOTS. g SHOULD ANY DAMAGE OCCUR TO ANY EXISTING TREE TO REMAIN,CONTACT OWNER'S -+ REPRESENTATIVE 'w z PRIOR TO DEMOLITION.CONTRACTOR SHALL TAG TREES TO REh AIN AS SPECIFIED BY CONTACT k Fa rn OWNER'S REPRESENTATIVE. { 1 Y 0 & INSTALL TREE PROTECTION FENCE PRIOR TO ANY LAND DISTUR MNCE. KEEP FENCE UPRIGHT, CLEARING NOTES i s e FREE OF SILT AND N GOOD REPAIR UNTIL PROJECT COMPLETIC N. 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. O0 4. WHERE EXCAVA71NO FOR NEW CONSTRUCTION IS REQUNED WI 2. CONTRACTOR SHALL IN DRIP LINE OF TREES,HAND PROTECT TREES TO REMAIN MATH TREE PROTECTION FENCING PRIOR TO 1 _ } j Project No.: - 1 EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. 16-01-0006 t 16-01-0006 a 5. TREE PROTECTION AREAS ARE TO REMAIN UNDISTURBED.FREE OF ANY DEBRIS,PROHIBITED TO CLEARING IN ACCORDANCE WITH APPROVED LANDSCAPE PLANS. REFER TO LANDSCAPE PLANS . Designed: Drawn: ANY FOOT OR VEHICULAR TRAFFIC AND THE STORAGE OF ANY CONSTRUCTION MATERIALS. /TREE MITIGATION PLANS FOR TREES TO REMAIN UNCLEARED AND LOCATION OF TREE e J.E.W. D.C.G. 1e S. PROVIDE A PRE-POSTED BARRICADE.POLYPROPYLENE HI VUE GE FENCE.REINFORCED W/ PROTECTION FENCING AND DETAILS. R /5 REBAR O 10 O.C.AROUND ALL TREES TO BE PRESERVED SHOWN ON PLANS PROVIDE 3. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT NO CLEARING OCCURS OUTSIDE THE — — — Checked: O.C.: SILT FENCE ALONG UPHILL SIDE OF TREE PROTECTION FENCES. o T. A WATERPROOF.RIGID SIGN SHALL BE AFFIXED TO EACH INDI AL BARRICADE,SUCH THAT LIMITS OF WORK SHOWN HEREIN AND SHALL BE RESPONSIBLE FOR DAMAGE TO PRESERVED , ------ - ,�_ T.B.W. R.C.W. _ — _----- ...--—---- i. 8 THERE Is ONE SIGN EVERY FIFTEEN FEET ALONG THE LENGTH THE BARRICADE THE SIGNS TREES OUTSIDE THE LIMITS OF CLEARING. -=_=--=_—=_— __-__- - --3-. Date: 4 SHALL CONTAIN THE FOLLOWING WORDS,AND WALL BE MADE A NLABLE BY THE CITY AT THE 4. CONTRACTOR SHALL BE RESPONSIBLE TO CLEAR AND GRADE ALL AREAS AS REQUIRED TO NOVEMBER 12 2015 q TIME OF PERMIT ISSUANCE:NO GRAIL CHANGE,STORAGE OF ATERIALS.VEHICLES OR COMPLETE SITE WORK AND SHALL MAINTAIN AND INSTALL ALL TREE FENCING AS REQUIRED. -°> II TMa=_ tale: EQUIPMENT IS PERMITTED WITHIN THIS TREE PROTECTION z THIS TREE PROTECTION ATLANTIC BOULEVARD OA 1•=30' BARRIER MUST NOT BE REMOVED WITHOUT THE WRITTEN AU7Hi UZATON OF THE CITY OF 3. CONTRACTOR SHALL PROVIDE HAY BALES AT ALL DEWATERING SUMPS. II ATLANTIC BEACH.FOR INFORMATION,CALL(904)247-5600. 4. CONTRACTOR SHALL INSTALL HAY BALES OR SEDIMENT FILTER AROUND EACH INLET. (1 DO-ROW) Sheet 11 y M V ,v yM CONSTRUCTED ON UNDISTURBED SOL AND THE AREA BELOW THE LEVEL LIP IS STABILIZED.THE WATER SHOULD NOT BE ALLOWED TO REcONcENTRATE AFTER RELEASE.LEVEL SPREADER SHALL BE CONSTRUCTED �< G1 O AA�7�K ATLANTIC FIT, V ,rL S. STOCKPILING MATERIAL:NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF HYf THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER ^�7 15 NORDOiO�VE. c BUILDING 100.SURE 200 ri ATLANTA,GEORGIA 30MB B. EXPOSED AREA LMTTATION:THE SURFACE AREA OF OPEN.RAW ERODFABIE v Z SOL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS Rn 0 N 0 -E EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF N ww d ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-S17E DEPOSITIn SOL DM7URMNO AcTIVTT6 RILL INCLUDE: CLEARING AND WASTE DISPOSAL `� zp �SEWER. AND GCGt F ON FOR FINAL PLANTING AND NT STORM 7. INLET PROTECTION:INLETS AND CATCH BASINS WHICH DISCHARGE WASTE MATERIALS 1 O E Ld DIRECTLY OFF-SIZE SHALL BE PR07ECTM FROM SM ENT-LADEN STORM w E RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS ► d M Z ALL WASTE MATERIALS EXCEPT LAID CLEARING DEBRIS SHALL BE ► C In COLLECTED AND SPORED IN A SECURELY LIDDED METAL DUMPSTER THE m S. TEMPORARY SEEDING:AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSIER WILL MEET ALL LOCAL AND STATE SOLD WASTE MANAGEMENT cc N N V w `o AND THAT ARE NOT ANTHYPA7ED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS THE DUMPSTFR WILL BE EMPTIED AS NEEDED AND THE C d' m n RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL a . - N WITH A QUICK GROIWHG GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT C.. Rn COVER DURING THE SEASON N WHICH R 15 PLAN70 AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE >, Q PRACTICES WILL DE POS70 AT THE CONSTRUCTION SITE BY THE m z .g THAN 6:1 THAT 9. TEMPORARY SEEDING AND MULCHCONSTRUCTION SUPERINTENDENT,THE INDIVIDUAL WHO MANAGMULCHING:SLOPES STEEPER c WITHIN B ABOVE THE DAY-TG-DAY SIZE OPERATIONS WILL BE RESPONSIBLE FOR FALL THE CATEGORY ESTABLISHED IN PARAGRAPw t SEEING THAT THESE PROCEDURES ARE FOLLOWED. d SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES 0 LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOI.OF THE SEEDED O. AREA ADEOUATE TO PREVENT MOVEMENT OF SEED AND MULCH. HAZARDOUS WASTE w C 10. TEMPORARY GRASSING:THE SEEDED OR SEEDED AND MULCHED Al ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF N THE TO MANUFACTURERS'INSTRUCTIONS OR STATE AND LOCAL REGULATIONS 0 O SITE AREA: WATERED BE ROLLED AND WAIEROR HYDROMULCHED OR OTHER LIANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE '5 >- 1. 1. TOTAL AREA OF SITE-1.71tAc SUITABLE METHODS F REQUIRED TO ASSURE OPTIMUM GROWING 0 z 2. TOTAL AREA TO BE DISAITBW t 3.713 Aa CONDITIONS FOR 1HE fSTABUSF#MENT OF A G000 CRASS COVER. MANUFACTURER.SITE PERSONNEL WILL BE NSTRUC70 N THESE PRACTICES AND THE SITE SUPERINTENDENT,THE INDIVIDUAL WHO z TEMPORARY GRASSING SHALL BE THE SAME MIX k AMOUNT REQUIRED p FOR PERMANENT CRA MANAGES DAY-IO-DAY 97E OPERATONSWRI.BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL CONTRO w NAME OF RECEHNG WA70S: 11. TEMPORARY RECRASSING:IF,AFTER 14 DAYS FROM SEEDING THE Z) HOPKINS CtmC TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE Lu PERCENT GOOD GRASS COVER THE AREA WILL BE REWORKED AID ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS m ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE.THE WASTE WILL BE COLLECTED o° AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL a a a a a Z Z 12. MAINTENANCE ALL FEATURES OF THE PROJECT DEQ AND REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE r_n MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO OFFSI7E VEHICLE TRACKING - FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED 70 HELP r REDUCE VEHICLE TRACKING OF SEDIMENTS.THE PAVED STREET ADJACENT Z 13, PERMANENT EROSION CONTROL THE EROSION CONTROL FACIJTES OF TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS <L THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MLD.DIRT OR ROCK TRACKED FROM THE SITE.DUMP TRUCKS HAULING g MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A W 7 /V O 14. PERMANENT SEEDING:ALL AREAS WHICH HAVE BEEN DISTURBED BY TARPAULIN. O z LLj CONSTRUCTION WILL AS A MINIMUM.BE SEEDED.THE SEEDING MIX MUST Q - = PROVIDE BOTH LONG-TERN VEGETATION AND RAPID GROWTH SEASONAL sj 3 VEGETATION.SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED YS L z ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. O Lu THE SPILL AREA WBE KEPT WELL VENTILATED AND PERSONNEL WILL 1.1. J Z EL WEAR APPROPRIATE PROTECTIVE CAINJURY THING TO PREVENT INRY FROM � O O W U 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE ®Concrete ® ®Wood CONTACT WITH A HAZARDOUS SUBSTANCE. J > p USED TO DIVERT I RUNOFF THROUGH A SEDIMENT-YRAPPING FACILITY. CSl `^ �.. AND R SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. ®Awholt ® ® SPILL OF TOXIC OR HAZARDOUS MATERIAL WBE REPORTED M THE V) w w ® LESS Tar ® ® APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY.REGARDOF THE /V 2. TEMPORARY SEDIMENT TRAP:A SEDIMENT TRAP SHALL BE INSTALLED N ®Detergents ® ® SIZE OF THE SPILL. AN DIRNNACEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF d THE SPILL PREVENTION PLAN WILL BE ADJUSTED 70 INCLUDE MEASURES TO w THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND NOW 70 CLEAN UP w INDEPENDENTLY OR N CONJUNCTION WITH A TEMPORARY DIVERSION SPILL PREVENTION THE SPILL F THERE IS ANOTHER ONE A DESCRIPTION OF THE SPILL,WHAT m CAUSED R,AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. g ♦/1 p A BLOCK h GRAVEL SEDIMENT FILTER-THIS PROTECTION IS � vJ J APPLICABLE WHERE HEAVY FLOWS AND/OR INHERE AN OVERFLOW THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-70-DAY SITE S w J Q z CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND OPERATIONS,WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. c C LL THE STRUCTURE REFER TO D-002 FOR CONSTRUCTION OF A HE/SHE WILL DESIGNATE AT LEAST ONE 07HM SITE PERSONNEL WHO G Ln CURB INLET SEDIMENT FILTER.AND D-904 FOR CONSTRUCTKN OF A RILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING THEE O If Z GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE T r, w z B.GRAVEL SEDIMENT TRAP-THIS PROTECTION IS APPLICABLE WHERE OF PREVENTION AND CLEANUP.THE NAME fF RESPONSIBLE SPILL < •L V Q HEAVY CONCENTRATED FLOWS ARE EXPECTED,BUT NOT WHERE PERSONNEL WALL BE POSTED N THE MATERIAL STORAGE AREA AND IF K z Q p z UNE.N PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE APPLICABLE THE OFFICE TRAILER ONSI7E �- INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES k UNPROTECTED mLd AREAS REFER TO D-903 FOR CONSTRUCTION OF CURB INLET k DROP O 0-1 LL U MAINTENANCE/INSPECTION PROCEDURES U Ww C.DROP INLET SEDIMENT TRAP-THIS PROTECTION IS APPLICABLE WHERE Lrrnn THE INLET DRAINS A RELATIVELY FLAT AREA(S<51)AND WIRERE EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICE U r d V W SHEET OR OVERLAND FLOWS(Q<0.5 CFS)ARE TYPICAL.THIS METHOD THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICE THAT WILL BE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS � Q 'y o AS N STREET OR HIGHWAY MEDIANS REFER 70 D-905 FOR •NO MORE THAN 10 ACRES OF TEES SITE RILL BE DENUDED AT ONE TME LL w CONSTRUCTION OF HAY BALE•FABRIC SEDIMENT FILTER WITHOUTTHANWRITTEN ACRESIOF FROM 7TH£ENGINEER. U 3. OUTLET PROTECTION:APPLICABLE TO THE OUTLETS OF ALL PIPE AND -ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT. JQ co PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR < h SEDIMENT PROBLEM TO THE RECEIVING WATER BODY.SILT FENCES 3 SOMEONE APPOINTED BY THE SUPERINTENDENT.AT LEAST ONCE A WEEK AND p CL HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE FOLLOWING ANY STORM EVENT OF M25 INCHES OR GREATER w a DISCHARGING STRUCTURE AS SHOWN ON THE OUTER PROTECTION DETAIL EL g 4. SEDIMENT BASIN:WILL BE CONSTRUCTED AT THE COMMON DRAINAGE OR TURBIDITY OUN7RIS MEASURE WILL BE MAINTAINED N GOOD 4HOURWORKING rn ORDER F A REPAIR 6 NECESSARY,R WILL BE INITIATED WITHIN 24 HOURS OF � w - LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES REPORT �w Ln AT ONE TIME,THE PROPOSED STORM WATER PONDS(OR TEMPORARY PONDS)WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS.THESE •BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,000 CUBIC FEET OF REACHED ONE-THIRD THE HEIGHT OF THE FENCE �o w` w z a S STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITEww g cc Koa F a N 3 OA N ZF O c Project NO.: s CIO 18-01-0006 m J.E.W. D.C.G. Designed: Drawn: Checked: O.C.: $ DateB.W. R.C.W. Scale: 12 2015 S Sheet 12