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429 11th ST - SELVA PRESERVE DRAWINGS �rffxar�r ' I� GRAPHIC SCALE v) ,00 o c(C)rn Lr) 40 0 20 40 80 120M N 1M W M HS�MON E-1 W z O J rn Z, � r� ^ CD IN FEET w � ) Z J d" 1 inch - _40 ft: LLJ Z p J W Q z N X GRAPHIC.; SCALE E- 1 z — � (0/) Q Y L� 4 w 0 0 20 40 ' 80 160 ,,^^ 0 U V - Q - - W —) Q p , , O IN F,a,ET I- t� c J ,� t U- 0 w , 1 inch - 40 �t. O w � z Q F' r7 WW N F Q U Q � Z (-i p rn w F— v . J W a SANITARY M H / � U o = r� TOP 6.49 v 1 I ANITA N INV=-3.06 RY M H __ Z TOP=6. W INV 2.96 `"ii 68 „ © i N INV- 3.14 12 PVC S INV 2.92 _ i __— k (_ N V 2.97 � , 6 'O I n PV C a p OE g0 o S 06 1 W .,.. ZD 0 - 1 N 1 06 8 , COi,0U, i - G - .02 _ 5 D J K 7 Z 'R E E Q C 06 _: D O N _r d N 6 P� c7 i 0.1 .�' L_'... Q E R . H c� r S _ � ...., i .02 __ >- _ 85 � I I 1 r 2 W , 3 00 N o 0 85 N O N CD — 6� O s w I L1-- � ' -- 1 ' o i - 0..00 8 _i-1 �C CO N o.00 Sl ,. �, •G_. I I I 01 /'�1 �•--- 41 Q 7. t!J6 4 , 100,0 �1 I N 75.00 t,..,. .23 80 � _ -.; —J ._ I � m 11 S 1 _o 6 M clo • 5 75. 23 N -- f i �I - ., CC�f� SES �, A ION .� 0 G m I ARE , � � � � ., , a ,; BENCHMARK ° E " 3 00 i SET 1 2 6 ,. R N PIPE S " WITH C " AP L 6487 �" "' .,., 00 "t)U __... _.. ELEV. 6 FOUND Z IF 75. � � _._._ __._ 6.7 (N v� 88) NO ID 1 / Z I � 00 SANITARY M H 85 O � G I TOP 6.75 N R _ I N E _ 7 5 0 0 F F N INV 1.70 J _ F3 I _ , S INV 1.73 0 P� W .0 E INV 1.87 S I _- � W INV- 1.80 . CONS �� UATION » to Lo e 2 o , • I CON SER VAS N 0 9 I I 0 AREA F M s s 0 / o Wo , O O a M V M 0 cA cn r H TC H LEGEND z _A,. w 0 EXISTING WETLAND AREA f� � I 3 B0. z W W c T� BE HMARK 8 O _ V1 O , _ O . 5E I 2 IRON P H C a w CAP. LB 8 O ' 7 l�. r 0 0 1 F-+•i 8 0. o LEV. 7.97 NA 88 0 0 y 8 0 P, -- � N H W N06* a pp 0 0 W E N 06 U 0.0 0 1 E W V 1 i_ T r, C W i NOTES x P-4 w TOTAL NUMBER OF LOTS 12 0 1 1 5 6 x N TOTAL AREA. 7.2 _ Ac. x F DENSITY. c� 1 .67 LOTS PER LOT AREA AVE. LOT SIZE. 75 X 110 MIN. FO N x PROPOSED ZONING. — RS 1 x x x �X DRAWING. N0. DEVELOPED D B Y. SELVA L A PRES ERVE LLC OF_�— TYPE F P 0 DEVELOPMENT EVELO MENT SINGLE FAMILY IY JOB N0. 0723 _1 .. PROJECT WILL BE WITHIN CITY SUBDIVISION STANDARDS FILE. _p 723PSP INCLUDING — — ING 50 FT RIGHT—OF—WAY WAY AND MINIMUM 20 FOOT - I WIDE PAVED AVED STREET T TURNAROUND. SEAL & SIGNATURE: A RE. JAMES M LUCAS P.E. 18370 CITY OF ATLANTIG BEACH NOTES PLAN APPROVAL GENERAL All construction shall be performed in accordance with the approved plans and comply with all standard city policies and practices. City approval is contingent upon any required state or federal permit approvals such as those from the Department of Environmental Protection or the St.Johns River Water Management District(SJRWMD). " l Date, Development Services Division (Chief) Date Review Croup(Reviewer) Plan approval ib lid for five years after the �Iitil iprt i al date. Revisions lade after the initial approval date do not CITY: Except for neve subdivision Infrastructure construction, all work performed within a City of Atlantic Beach time � extend this five-dear r4 or easement require Right-of-way Permit, The contractor performing the proposed work must have -__---— right-of�-wray Q 9 y p p - f LEGEND a current Right-of-way Bond on file with Development Services. Right-of way Permit applications are processed at: Building Department J ATER MAIN 800SominoteRoad ANITARY SEWER SYSTEMrs .. lr �.� , , � PLAN OVAL I THE Atlantic Beach,FL 32233 (904)247.5304 # t{t ,... ORCE IAil4l FOLLOWING NOTES AND CONDITIONS: t;Atli?ti ,k- C16b t RAINAGE PIPE STATE:All work performed within a state right-of-way requires a permit from the Florida Department of Bio citoy St Transportation(FDOT). It is the developer's responsibility to obtain required FOOT permits or maintenance-of-traffic RAiNAGE DIVIDE LIME approvals for work within FOOT right-of-ways.The FOOT regional office can be contacted at(904)350-5200 Any � � � RIGHT—OF—WAY LINE vet Changes to thea rowed plans needed for FDOT approval must be submitted to Development Services as - "" . 4�.. n RCM: - revisions. pp p pp ILT FENCE ,,;Pzazr€ s vR Adjacent State Road; . _ XISTI G CONTOUR 1"rlct}, h t RAILROAD: Railroad companies may require special approvals or permits to work within their right-of-ways. It is ROPOSED ROADWAYSITE A w the developer's responsibility to obtain permission from any railroad right-of-way owner before performing any work Jackson R, within their right-of-way. 'EWER MANHOLE LABEL Arde9aRil RimROPOSED FIRE HYDRANT w' �f12YtgftP C?T� `, t 31I'`�� Annum'reports in compliance with the SJR MD stormwater permits are required from the maintenance entity of all XISTIi G FIRE HYDRANT ;the Greek,r= :3 atr M � stormwateFr management facilities. Bend copies of the reports toeATEALrE ,,lf r Pulai3eVlorils€7aparttr�enP ELDCER — i2RR Sandpiper Lana Atlantic Beach,FL 32233 RAII�IAGE AREA LABEL fA� grtarr> j�, v < nil e, ! The owner of any project one (1)acre or larger is required to provide a Notice of Intent(NOl) in accordance with AAY BALES j criteria set forth in the cit 's MADE.permit within 48 hours of be innin constn�ctlon. Send NOl and I�IOI fee to; plaza y 9 3 ATCH BASIN/CURB INLET Florida Department ofEnvironmental Protectfon OD RAINAGE MANHOLE PPPD5 5tormvvaler Notices Centel,RJiatl Station 92�a E{9 ?f,1({,rt Pr. ITERE[� EI�b SECTION t.€ 's'erst Office r 2&REF Blair Stone toad � rw Tallahassee,Florida 32399-2400 jr Ji ... ----------------- (866)336-6312P 1 )RAINAGE PIPE LABEL http,-JAv w.d9p.slala.ti.aalwatorlatraterIMAasT I, { ...,..,....e S® 1 RAINAGE STRUCTURE LABEL soft A44 OIL BORINGMa nitr ------------------ 6 - - LO co 0 Lo Flan review and approval does not relieve the contractor of complying with all applicable State Fiore Cues. Undergroundmains and hydrants shah be Installed, completed,and in service la€ion to construction wo€k. U_ 0 Co I Underground contractor shall submit to the Fire Marshall for approval complete specs for all underground pipe and fittings relating to fire protection PRIOR to installation and inspection, Contractor shall include manufacturer's name and pipe ID along with contractor's state license number. LU Z { T F `EE L10 ki %.;li[7 - _ 1 1112 Cover Sheet, CO0 2112 Pre Developmentl 3112 Post Develop' ment 0- 4112 Geometry Plan ( . Pa 5112 ving and Drainage 112 Water and 7112 Roadway andUtility r i , 112 Paving and 0 ,,iinage 9112 Stormaver Pollution Prevention Plan UJ 10112 Erosion & SedimentControl Notes and Details co - c Atlantic > General Notes . W 12112 Atlanticc r and Sewer DetailS /0 Lcf//, l ° �. Cn UJ 4 ah W a 1 srx •�rm 00 GRAPHIC S C ALA 40 0 20 40 8? 120 . LLJ ( IN F T ) Z , 0 _J ! ixich 40 ft. LLJ I= z 0 co: .� _ SANITA H D - RY M/TOP=6.4 I SANITARY / N INV -3.06 . W IN's=-2.96 CC- SPINETBASIN 12"P ' N INV==�3>�4 AREA = E INV=-2.97 Im 6? ® :�� INV= �.� Tai' OF WATER . HEADWALL ELEVATION 1.7°. TCR=7MP 4.48 g . Tc WkINV= 0154 20 ® '91t TOP=4.46 _0` . HEADWALL ,CRgP- - "TOP=7,64 b INV=-13,56-' aa� �Y j ,, S INV--0,46 HEADWALL TOP=55.,,3E TOP--4.65 VA ea; Ili .— ff000000 51 AF r( Z cna. 1 NIP If LA NY HEA 44 c� •!>' i 7, - C3 P�S.a € �-- T ,,�"" per„-•-�' .- :a-• �,;:,:.,= .. _ • _ i e : — - 7. CURB INLET 6,78 SA ITA M# H IN 312 1 �. *� I '4" Is, INS 1.70 +1� -1.73 ,.5_ E IN�1-�, 1.87 r QF " k 1p Ilk 411 r� PATH - 200 FEET l: AV i F BASIN LSOFFSITE .. :: WALK �INV=1,60 AREA = 0. 32 TOP=4.37 _. . INE1=1 64 __. ,_., CN 79 CURB INLET , OP=7.10 LAa .. g s , ._.1 BASIN S PP UP1oAND S _Yl DRAIN SPU 11� rf; D RUCTURE 6. 0 — TpP 6,65 IIVs�-1.58 •a—""'� I t did=€.8 ® App I„ 3c 79 LEGEND �� If n . DRAWNG NO. s � FF LINKSIDE POND I � EXISTING WETLAND APPA � I i4 o� I; Fl t Ik i SEAL & SI ATUM ry '4 a O A . OF a� 1AtE 1$370 - rf9hz, RAPINSCALE 40 0 0 40 80 120 wl ---------------------------- Z 0 IN FEET 1 ln*ch 40 ft, Ld UJe C°J � 1 to SANITARY /H TOP=e.49 �06 . � ANIT R M/H W INV=-2.9 ASI SF)WET SANITARY TOP=6.68 °a 0, gg�� +egg ASI NI , INV=_�..3.1' 2 Pv g �® AREA = 2.87 mmmn �.A d ^®. EA E f l°&'d'^..."":£.a a'T }2.92 '4, fs wA !1 _ e�v 9 9 I A60 Ac. HEADWALL is TOP O WATER! CN= 79 CN 81t3 n 48 ELEVAT16N 1.7 TDP=7.651 9a �^ � .- 4 TOP--=4. � 0 2 T ins An . EN �� . 4 Alt 6q°,° �� TSP=7.60 TOP=444 "Rc ° n m TOP=-'-.35 TOP=4,54 TOP3 INV--0.46 C TOc i IN sf ,x.41 He AOWA L TOP=5,3 m INV=3,35 `, 'Op' i .A s VA {{ry A t 13t g, m � } I o lit sr) 1i C, 000000 'It I I m • t a� C3 t�F t t � I Top 4 5 i HEAUWA� INV 3°iTOP ii ww CURB INLET - �+ .. . IO�'=6.75 � ;aA�11TA1��'£ fH � _ 1NV-3,2tP� ,75 s` cn , 1 GVW 1, 73 E N VA- 1.87 + NVQ €3(} 1 - ,,,.. 1 � . • 00000 I BASIN SELPRES F . . i a t CN 83 T �� 20 i i caAacl�E-�E I FFI TF WALK�} `� I TOP=4.3E3 F =0.32 Ac. s INV=1,6C# TOP=JA, • INV-16 - CIS 4" CURB I ET � l a I Q E DRAW S- E ff � =6 —6,9€ 1 w- '"• (NV--166 fEwJ-1.t�� s or- LEGEND ti -- - - -- '--- ` t DRAWING NA LlNKSIDE PONES {I'{ ±°F` � EXISTINGWETLAND �� — JOR _ 2 ------------- SEAQ, I REA +ry ��''yy L DAME a �M ° < E.�1637' ,, arcr�rarx GRAPHIC SCALE 00 g 1 ( IN FEET i inch = 40 ft LLJ F= . ca --- CURVE TABLE CURVE LENGTH RADIUS TANGENT T CG D DELTA C1 407964 .. 42 ,E 203,98 407 48 0 Q 0' 2+ �25f� ,C2 81e7200t081l1 - - vt C3 27,72 116,00 13.'93 27,65 13"41'30' LINE TABLE C4 66,42 120,00 34,03 65,57 31"42'42' � LIME LENGTH BEARING C5 39,65 25,00 25939 35963 90"52'50' " L1 20,00 S78"03'10'W C6 27,16 150,00 13,62 27912 101,22'29' C L2 18,66 N23°14'00'W C7 67,91 50,00 40,36 62981 7749'09' C8 102923 50,00 81,82 85,33 117°08'31' C9 64,23 50,00 37.41 59991 73*36'20' C10 45,38 225.00 22,77 45930 11®33'18' C11 43,39 80,00 22,24 42986 31®04'36' C12 68,52 80,00 36,52 66945 49°04'36' C13 8,87 30900 4,47 6,83 161,56'00' C14 2,96 10.00 1,49 2,94 16°56'00' 061 00 110,001, CUS( Ln OOg 3 40500' 9 U1j f 7Es.�12s or 04 5. CA.� SE.�. - ,6#sem„ ^..^"" '""""'-.+.' "" "•.b °'^^.,,. - _ ��¢9 _ rtw D ' ,, _ 1 •• 03 I a� • X • , LLj CC]" w �2 OD i \D cn �> SOX -01 00 56 of T i { } 03 - � 25A e - � 00 00 �a- aa S 75 00' �o� 9 • - 0. -3 3948° < < < LO j� �J' • / '- -.. - Tyr 5 ._ p n?/' ,� yfy 75.04 "• 06 GN f ,•a ..---' ��,�,,,,>•.�� .�.,„� �y3 -3� d s0 VS1+9sa. fi CIBC ' a � _ _ BENCHMABli ' I SES 14A2;I�?ON PIAE . .� D � %1dt &� 6497" p d�'` . ''`'•-, ,•'"'o- "yY,M•j , -r'' ,--'••. '•..�h ((1 __ 15.0 - m w 3`tOO �an^^ ��" 9�x3�: 135-0) CON (-:.) ATI in m u)4 p L, 9 t 5 la3 'l ul • � q A EA 6e All, Shy / r'y �H yyt y w _ _ .. - �,.., •-.-.-. �- ^_ (�„ p[tJ i�ay$ Lam@ ea9 i-> ✓.d' �.�'O 1: Z,{e ., P'� L�, `.�\ ,t,. .A++%��a9 /'�.f. i J y%�/' „ '' ✓''.,✓" *� ,per' ,.-..u..- ......- .......-- ..-: ..�. -- rF F L�:" ' " a13�\`\ "�: -''-,: r' � �'' • ,,. '^ .- __ .-- - .., � �� - Cts a fn gm 0 I V Y ��. ILi Lu LLJ Lu w U) U) (A ul W S {�� cit •' /o �`"� $mq,.:- !'/ f!' _ � y� 1� �"��' 1 9b a " 'TP.^'y 'titih �l..f " .--',. .;' ° .��,Y` } .. v.J f.b.P (S•! i AREA * J p�-� ff A +. 431 f t°{ 'a•d / `moo � .. y C / ,^ i^ f 1 ° rr 0 00 11 rmq Z, Od � t 1 E ISS POINT 21 33,85 CSG as t THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE j; EXACT LOCATION O ALL EXISTING UTILITIES AND FOR DAMAGE TO E�I �TI�d UTILITIES CAUSED BY 195 t�t'ERATiGJ�1. _ CUT LI as+aa w -w Nod- ("�a r 2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING I ` OR w • 100900` FAMILIARIZETO HIMSELF WITH JCC SITE CONDITIONS, \''`••, _.. - ,' a.• �€ j!r 3. CONTRACTOR�t ��iALL ARRANGE FCR AND PAY FOR ALL TESTING 4 f1 AS REQUIRED IN THE ATL. BEACH SPECIFICATIONS. 4- THE CONTRACTOR FILE WITH THE CITY A SET OF. REPRODUCIBLE. • 1.° a"50 �- "P MYLAR "AS BUILT" DWGS. FOR REVIEW ASIC APPROVAL. . • S. ALL PAVING AND DRAINAGE WORK SHALL BE AS PER CITY OF ATLANTIC LEACH S UNLESS SHOWN OTHERWISE, ST'A,I'•tCDA,3�B. SPEC. UI��L._.�.., f' S. ALL ;NATER AND SEWER � BORIC SHALL BE AS PER CITY OF ATLANTIC - I ---x x �ca� Il I, BEACH STANDARD SPECIFICATIONS UNLESS SHOWN OTHERWISE. DRAWlNG NO. T, CONTRACTOR SHALL CONTACT ATLANTIC BEACH 24 HOURS Itt7 I LINICSIDE POND �� ?� ADVANCE PRIOR TO WORKING ON THE THEIR SYSTEM, 4 8. TOPOGRAPHIC INFORMATION SHOWN WAS PROVIDED BY JOB, ' { HE OWNED. Fl "E: 9, ALL PAVEMENT WIDTHS ARE 20 FEET FROM EDGE OF ASPHALT !i TO EDGE OF ASPHALT OR AS SHOWN ON THE PLANS. } 4. .. pp�gg�,�' 7G. ALL. PAVEMENT CJT RI TURD RADII SHALL, BE 313' MINIMUM. , t i RE: JAMES M,'t AS 'JPE� , - - I s�sx � IBIN � T 13; CONTRACTOR SHALL OBTAIN A RIGHT OF WASPERMIT FOR ALL CONST?UCTIONCLEA II 1� I WITHIN CITY R.O.W. 1, THE CONTRACTOR SHALL ADHERE TO ALL GENERAL NOTES ON SHEET 4 STRUCTURE TAPE TOP OF GRACE INVERT PIPE SIZE AREA AREA PIPE PIPE PIPE INCLUDING THE NOTES BELOW. 14. I.NDERDRAINS HALL .BE INSTALLED III ALL CASES Ys�IER THE IE R�t��II��JATER art _______w GRAPHIC AL 1 CURB INLIAT 13.50 3.50 15 � RCP LETTER In Ac° NU�46ER OCAI�ETER LENGTH TABLE IS CLOSER THAN 20 INCHES t3ELOW TIIE EDGE CF PAVEhd1T NT OF ANY 2 CURB INLET 13,50, 3,44 15 � RCP. 2, THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO 'Atl3RIa IN ROAD, REGARDLESS OF PLANS. � 4Q +0 so 1$03.19 18 " RCP A 0°24 P _ 1 t RCP 26 EXISTI G CITY RIGHTS-CSF-WAY. � UNOE D AIN LL E EVALUATEDON-SITE GRADING. t°IDULD z � � 3 f3 MH '7.4Q 2.84 16 " RCP . . B 0,86 P � 2 18 RCP 200 D DT�ATN QUANTITIES E a � Cil., u- 2.84 18 " RCP C 0,32 P _ 3 18 RCP 120 3, ALL: CONSTRUCTION LINES � GRADES SHALL BE ESTABLISHED AND � ' „ 4 CURB INLET 1,75 2,63. 18 " RCP L1 0,36 P -� 4 18 RCP 180 MAINTAINED BY THE .CONTRACTOR,. INII;AL BENCHMARK AND BOUNDARY SUBMITTED M THE CITY SHOW%l DATE ° SITE NG. � IN FEET 2,63 18 p RCP E 0,97 P - 5 18 ' RCP 70 CONTROLS WILL BE PROVIDED BY THE OWNER. �� C:0 5 I) Ia## 1;00 2.31 18 RCP 1.60 P _ 6 24 RCP 20 15, FILTER WRATH ALL DRAINAGEJOINTS WITHIN EASEMENTS. DRAINAGE L I inch = 4D it. � EASEMENTS SHALL BE UNOBSTRUCTED. 2,33 18 RCP G 2,87 P - 7 24 RCP 26 4. ALL PIPE LENGTHS ARE SCALED AIT MAY CREQUIRE SLIGHT FIEL TO z 6 CURB INLET 13,70 1,66 24„ RCP P _ 8 36 RCP 50 ADJUSTMENTS TO .FIT CONDITIONS. 1.66 24 RCP TOTAL 7.21 ac. P_- 9 36 RCP 140 P _ 10 36 RCP 311 7 MES 1,63 24 RCP a. CLEATING CONTRACTOR WILL CLEAR,-GRI)B AND DISPOSE O� ALL DEBRIS l 8 CURB INLET 15.70 2,19 18 " RCP P 11 36 RCP 1400 AND SURFACE ORGANICS TO FIRM MATERI ALL EASEMENTS, ROADS � 1,69 24' RCP P 12 15 RCP 4t1 RIGHTS-OF-WAY AND DETENTION AREAS, _sSPOSAL. SMALL BE INCLUDED � 9 M0T) E INLET 13,65 1,85 36°� RCP IN THE CONTRACT. C 10 E LE AREA F IS UNRET AREA 7.00 1.83 36" RCP AREA G IS WETLANDS �°�i�LE FOR PREVENTING DC1Vd�JSTREAP� LL � � 1,83 36 RCP 6. CONTRACTOR SHALL BE RESPONSIBLE to 1i MES 1.73 36" RCP TURBIDITY AND SILTATION CAUSED BY HIS CONSTRUCTION WITT I 12 MOD E INLET (3.90 1.88 36. RCP SCREENS, SILT BASINS. AND/OR OThER UITABLE MEANS WITHIN � 'v), 13 L3 MN 7°00 1,85 36 RCP ALL GOVERNMENTAL REGULATIONS. L85 36 RCP 3 BERM . 14 MES __ 1,75 36. RCP 71 STORM DRAIN CONTRACTOR SHALL BE RESPONSIBLE FOR BRICKING UP z � SLOPE TO EL,=7,Dc0 15 END WALL - 3.20 15 RCP INLETS TO FINISHED GRADE AND FURNISI-ING AND MAINTAINING Ian EL=7. 0 NATURAL --- � 15 END WALL .�� 3.i7 15 RCP ' ALL HARDWARE. ,� � � GRADE 2 2 2 _ CURB CONTRACTOR SH AL BE RESPONSIBLE FOR 1 I II f 1=�. --�, 1 w i i 8. THE PAVING/ NTRAC L R CONSTRUCTING CURB TRANSITIONS �`£� FINISH GRADE, ALL CUT�'� IS . �;� --�,,,� �� # TO BE MIAMI CURB EXCEPT THE ENTRANCE ISLAND WILL BE SPILLOUT CURB. � I I, � ,I I, • .�-III- NOTE: FILL, MATERIAL FOR THE SWALIE TREATMENT AREA SMALL a CLASS 1 FILL/BACKFILL AND SHALL BE NON-EXPANSIVE, � ` •••_• EXIST. GRADE -- 44 NON-PLASTIC INORGANIC FINE SAND OR SLIGHTLY SILTY PINE SAN CONTAINING..LESS THAN 10% FINES (U CS CLASSIFICATION _ _ I SIS, SP--SM # AASHTHO CLASSIFICATION A-- , A-2-43 ORGANIC CONTENT LESS THAN 3%, AND A PLAS:fC INDEX LESS THAN 4. �. LUMP SUES PRICE FOR CLEATRBPaG AND GRUBBING SI-IALIm II"�CLL1i3E TIME : � EL.-6.0O CLEARING AND GRUBBING ALL EASEMENTS. C R E E K ®III®III®I I � 10, AS-BUILTS: THE CONTRACTOR SHALL RETAIN AND PAY FOR NECESSARY �� TOP' OF-WATER PROFESSIONALS TO PREPARE AS-BUILT DRAWINGS ACCEPTABLE TO THE HEADWALL TOP 4.48 ELEVATION .1,7 R ENGINEER INCLUDING PROVIDING IREPRODUCABLES. TOP=7,60 INVA 0,52 ECTI0 A-A � TOP-4.46 11. ALL DISTURBED AREAS SHALL S DIED AND MULCHED. ap)tINV- O,54 l HEADWALL CONTRACTOR TO NOTIFY CITY 48 H 6URS PRIOR TO START OF CONSTRUCTION, �� SOP W 7,6C� 12. CONTRA FA -SOP=4.44 o"RCS w REAR SOF LCAT INV=®O,55s 10' ^: °" t TOP=4.5 �d-- iop-= INV--0.46 °rr� ' i 0 , � �IEAO+dvA L �� TDF'=5,3 STREET IE OF LOT TtOP=4,6 ELAN t � t SCL EPdC E 4' WEIR rte? 1 OPENING It . .._..lp•- l' t �*3� �Ia, 0.3.7I s s - REAR YARD -SWALE �� .,... � �. � �' � �� _--�� - � C) w w 0. 6 M P/ t 1 EAR ARD TR TMENT8. WALE TYP.} �� . lEz � to TOP=7. O I "� 0 Co 00 ` a �� `` � ./ f. ��,.d•-,." j 3 ,�.w,,;"'r"�' ^^""`F".d'.»✓""- , .�"055)x. _ X l.�r' .r"r �{}tt \ (, ct(,�,,..r•/- • `t`',+4, �`' ,_'�...-.-.,�.,-.�-� _ j' k ''�7 '% ✓ ! i' f � / ,1 �/� � � 4 � I ' �., y{.', f.:. / •+^` .r r "r C3 e// s' 4t { f r .".d •'d .�. ... 9, v J fir A T} m 45 s 3 ` OF j3AN1Cp.ea� G 'J t fw - f �-� IIS 3.2Ji . r T , FI=E 3,6 •- T 53 a,..+„"". /' � �•^" m'.. ,,,,. r.""^.;.^^."""., ^''"�..t1>� � „»/',,,. �,,.... !., t, �t A � \. any. .1' }�» _ f 6 CD I FOUND 1/2" IP NO ID Cr CURB INLET � � � F1 E 9.3 ;,r.3.21 ' r . _ >. N�.�°ALL, C3O L -��C�ATE i INBOUND AND � Pm SIIC�LE GATE h ers �a �s OLJTBDUNCI WITF€�f I _ � m 1 °� 2-. � ,..._•--- � r 9 r -a �' CARD READER,/ � W � r,.i' I, 1 n .A,\` REAR YARD TREATI�EI� a y _ o _ ._ r__ -! ✓ wN', SWALE (TYP,) - ' _ - l� w w w w I- TOP=7.d0q "+ BOT. w w Lu w .-14- X / w xw �. REAR YARD TREATNIEN f ` kk J ! r �t••• ._., r' "ts �r e c - "1 ' SWALE (TYP.) � `,` a SILT FENCE 4 4lEIR TOPW7.00 t OPENING ff G.cl I, N 1BOT6.€0C1 EIL, 6.70 + E,i NF1~ 8,t3 h 70 2a h f 21- LA - ` 102 (D S_ f i WALK CQ CONCRETE/ TOP= 7 f !, CURB IWET T - I -g - rB 000, 711 P=7,1 10 .007 _ -- P® 1t` �' �' 1 INSTALL GATE AT) ff AT �# I AIN STRUCTURE END OF ROAD TOP®6.90 s NV-1,813 BRAIN STRUCTI_IRTw 5 C TIOP=6,€35 S_ I FOU DRAWING NO K LlNI�SlIOE.POND FILEm -Tr .SEAL _ "1AMES `UCS 3Ss .P,Ee 16370 E� ------------ 00 0 Lo GRAPHIC SCALA 40 0 20 40 BO 1803 LIJ; IN FEET ) I inch = 40 t x 0 0Of ' co w I < 0 0 x EXISTING u CLSANITARY M/H W/ . rn EXISTING t`ra , SANITARY I !9 W INV'= 2.96 Qq/ TOP=6.68 N !NV=-3.1 4 12"PVC INV=- 2,92In E i E IMV=-2,97 w OP OF WATERT HEADWALL TOP 4.46 ELEVATION 1.7 TOP=S�)'.6 by ENVY 0;52 ryl TOP=4:46 s -0.5 #� HEADWALL n 6o"RCP ''7a 3 =d 60 TOP=4,44 X60"`RCP INV -0.56 ' TOP=5.35 ..�e Ii V=—0 46 Lo TOP-4.7 ' Ir V=3,41IOWA L EXIST, 10" V.C. GRAVITY SEWER a �OP= .3 °V-3.3 03 a CLjoly on I / EXIST. 10 C.I. FORCE FAIN ✓' 4 r._ TOP=6,7O Cvi cd SA[3pLIA MANHOLE [NV.=1.50s- a c C \A `'" 03EXIST, 12'" C.I. WATER MAIN ca an 0 66R 90° SEND i. �, < < < < EXIST. 109 V.C, GRAVITY SEWER y ry tE $Pik 1 6 , " REND TOS/R}JT1Sg.} IO1PA 2 o , . �yY ' " - aa9 SLEEVE etc VALVE - —126 TAPPING 6'" VG WATER MAIN ty- TOP=7.75 , �' �, 1487 ) EXIST. SANITARY CIA f H c s _ m INV,=3.75 ,r q _ INV''. 3.�9 EXISTING ,, TOP=6.75 m .�p,.: 3,.. � ._,:. .__.�. �.. ,�" ® •., � .�, .� ��° - FIRE }~t ;1 NINV=®1,70 CSS INSTA BENDS AS NECESSARY �3 45* 1 S INV=--1.73 �a lab i. TOP=7.30, f ,'BEND I�`AORA�#T � - �y. E INV--1.�7 (n � �� LZ IMV.-3.9€1 °" �. R \ . W INV=--1,68 Q t� � 6°" 22.5' 6" 45" -= :.l < ii w � SEND BENDf' 0 o "° S°f5 ��4 `' ' 1 ! � '� j ''" ' ..__ 4 ls� < liel kr •®'�at� "SOS �� .. x a ` ' , _ 721 6 PVC WATE M IN R{ ej 0 1 { 1 ol�, A \01A 0` TOIL=7.30 'e ` °� � R INV.=3.30 - EXIST, SAN. M.H. b TOP=S.Oe� ;y/ ��,J�'� EXIS�', £3'° IVC WATER MAIN 1® INV.=2.41 FIRE HYDRANT � INSTALL I�AfJFIOLE A E' 6°b STUB �` � � 11 ASSEMBLY ; CONNECT TO EXIST.. 6" S1TJD /,r. Al f '« CONCRETE Z, WALK T-OP^4.39 ;: EXIST. FIRE HYDRANT INV-1.60 - , P4 pq PN p P4 ,' � _ CURB IN€� BEV. a s7 ss — =7.9' f } MIST, 8" PVC SEWER STLI i ■ /% 46, 0 ..-• 372 L -P - -"' - �. a 6°` 6" TEE &"'x4" REDUCER EXIST, SA�II, M.H. 4"� G.V. W/BOX GRAIN STRUCTURE . EXIST. 6" IVC WATER MAIN TOP=6.90 DRAIN STRUCTURE 90 G TOP-6,55 lk it INV=1,66 IIik N�. 4'M PVC WATER MALI 4�' � �tDRAWNG NO. "� LINKSIDE POND ; 14 2 FLSLIHINC HYDRANT JOB O -13 I , 3 6q t t; I j i SEAL 5. � I °i E IRE: Jfi ES'#,,, CABS{ ..PZ. 101 Era 0 Lo uj . , t„) R cx ca U Ld r, 0 lar L5 raf? m tal ! et3 MC)CD CD I f 3 3 tf r it it) w_ t7t C` z o) + E` r� + + r-r� r Cs csx E tl ra z �— i u ¢i ! I! !! oa frsin z c cn .— N en r):2 r' cc�— N�e i !! 1! r t s� ° ch— €� acv in 1 !d !I II I! II II .rta.� € rsCsy �� !II- 7 m d � -j 11 �� !I @� Cm3 [3 t 9 4 j ifD#Pf �!(� !E IE tP7 4fP cn;R w mac ' = sn E- cs: _ rn > ! E—C0- z z rr� W. Cd cn _ CL F 33 f 3 t ------- ------------ 5A7. 15" RCP . . V _ ALYC flier- v J$ 3 RIS 36" RCP I � 1 8" RCP ; - I i 4 t3�.F-- I3'" PJC 0 4Cl� 0 0 n E PVC RCP co 15" RCI' - _ 1 §"" RCP _: �. _ _ 37 � P a .40� ! 4� 3 EXISTING 4L i o o.40 I i i I EXISTING A�IHOLE TOPI 6,653 I f LE. --0.34 E,I W. P 7IST.3ke STUB 3 3 I 0 r DA f TUM LE —1t. 00 f - in f...f 3.ti. E Q ef' e4:S Rs3 "": C^d r� E.,,: C�d,R G7 ,: C`s R r•- ^, - DIP .04 4 ai in � rF r-� 1 112:— 00 - � 13+00 - 14+00 15+00 � 16+00 17-x-.00 18+G0. 19+00 � 20-1-0 � � 21 +00 E C��—QQ 1 l +Qct 4 SCALE, 1"'"==��' (HOR.) 1"=5' (VERT.) - DRQ P . m . SEAL+; JAMES M'; p p -t' 370 NOTE: ALL TYPE „A" & "B" INLETS SHALL 8E PRECAST WITH A CIRCULAR OPENING IN NOTE. GRATE ANDFRAME NOT SHOWN FOR CLARITY DOTE: ORATE AND FRAME NOT SHOWN FOR CLARITY DETAIL OF OPENINGS IN DITCH BOTTOM INLETS 2„ ,1Y�,F —145Y, 2" 5 MANHOLE ANIS INLET NOTES BOTH SIDES FOR A 6" P,V,C, SUBSOIL DRAIN. SYMMETRICAL ABOUT CL SYMMETRICAL ABOUT CL EACH OPENC 1 CONCRETE DESIGN STRENGTH" 4000 P,SA. ING SHALL BE PLACED NO LOWER A"' �•"~","" THAN THE NORMAL WATER LEVEL OF THE 28" x 36" GRATE r�- o PIPES MUST BE IN CONSRL€GTEON 'JOINT. COORESPONDING POND, OR EACH 3, BRICK MANHOLES OVER 10' BEEP SHALL HAVE 12" WALL OPENING SHALL HAVE THE SAME FLOW CURB IRON CURB IRON THICKNESS FOR ALL PORTIONS OF WALL OVER 10` [SEEP: OD o € LINE: ELEVATION AS THE LOWEST STORM � �s 4 .PRECAST MANHOLES AND 'INLETS SHALL BE IN ACCORDANCE E DRAIN IN EACH PARTICULAR INLET, BUT NOT MIAMI OR STD, - � - MIAMI OR STB, TO EXCEED 42" BELOW TOP OF GRATE. ALL E3 # C � UJI WITH LATEST EDITION OF A,S.T°M. 0478 uj CURB CU °B .� � ea 5 CHAMFER ALL EXPOSED EDGES 3�'4". � "SUBSOIL DRAINS TO 8E CONSTRUCTED 1C) ¢'' ''•. �� 6 ` INLETS AND MANHOLES TO BE PLACED ON UNDISTURBED �•. EACH SIDE OF INLET UNLESS OTHERWISE NOTED. SEE PLAN FOR SOIL HAVING A MINIMUM, IEACId#G CAPACITY OF 2OC3C) P:S.I, its I w� EcTIIt 2' it �� SIVE OF OPENING _j 0 . 301, `� SNL - EDGE OF CURB :-- -- EDGE OF CURD NOTE: OPENING MAY B CONSTRUCTED AT EITHER END OR DOTH. �. " ENDS AS SHOWN ON PLANS TYPE ,,CF, OR "EF, TOP OF EXISTING; GRADE LL CURB10` - 11 10° 8 MARS EX€STING CU7PA�VEMENT EXP, JOINT TYP. ° EXP, JOINT" TYP. � � � 1 1/2" I � PLAN d __ EACH GRATE SHALL 0 € . HAVE A MIN; I G.. aG .G f L. - - S 5ed.n o URB IRON URB IRON 2--'1/4,f � _ � ® � � Z4EIGN7 CF �4C1 EPOS. o, s'" I Gi 4—TOP SOIL Lo GRATE RATE I I 2_,Il4„ W CURB INLET FRAME CURB INLET FRAME �I � I I 1 I � � ' E I I CITY STANDARD FRAME � I MORTAR SEAT 8„ MORTAR SEAT I I I COARSE FELL TOP "SOIL SHALL MEET FOOT tv I SECTION 162 33 1 8'". BRICK 33 1 8Y` BRICK �' � I � I / AND COVER » „x1 rd„ LCIO ,*”` UNDISTURBED SOIL ( I 5-, �, , r ` Y __ - COARSE' �• 2-#6 BAMS Aik I — —_ � 13 �� 24 6°° F3IR€Cad r� F, , �, r AYERSLTOOMEET�FDOT ED IN 369' 174 z° FILTER M TERIA 6FY Bsf L_ _ _ -�� 1. GROUT RAMNEI � SECTION 9022 8' 3, ME IA � .s p 0 0- FILTER FABRIC SHALL BE �� e � s OR "RING JOINTS . I � DOUBLE CERA TE > rz�o4 0 �a 0 "MARAFI 700X OR OF3 WHERE I'EC3'D C APPROVED EQUAL AND SHALL CURES IRON —CURB IRON 0 00003°p°n / BE WRAPPED OVER THE TOP OF GRATE GRATE 4 4,, � o a a � THE. FILTER MEDIA TO THE I ./`�� i CENTERLINE OF THE UNDER 5 3/4,, `�4 1/2" 3 , ' MORTAR SEAT MORTAR SEAT BF, 24 Mltd° DRAIN PIPE. .w..-,-, , 5/16 DIA. COARSE AGGREGATE SHALL r, I I HOLES BE GRAVEL OR STONE - 364, i GRATE 6., PERFORATED PIPE.SHALL MEETING THE REQUIREMENTS ®_ -I GRATE I � . � I �-�4_�24' C,?;C,I�,W'. MEET AAS}-ITO M252-FOR CC7Fe® OF I`DC�T.SEGTION 9011--2 � 4�-12°' �}.C.Ei.W. � . '3-0F, MIN, f 4-6<Y {�,C.8.4�P, � I REJGATED POLYETHYLENE SMOOTH R 901-3 RESPECTIVELY. . 36" CL 8�-C3 MAX � I INTER PIPE OR ASTM F758 THE GRADUATION SHALL MEET ui FF cn I 2" CL °° CL FOR POLYVINYLCHLORIDE PIPE SECTION 901-1.4 GRADES L 8 + � ' + `� AND ASTM 0108 FOR PERFORATION " 4, 467, 56, OR 57 STONE, 1/2 � _ £� 1"/2' 1' Lo ® __ GRC EST O RE UIREMENTS: GI CIL#T OR ,r „mn 1�2,>_t "RAM-NER" �. A .� _ I --- I r, JOINTS � � 1/2" 1 RAM-NEK" l' C L REQUIREC3 2 GL I JOINTS WHERE NOTE: MINIMUM P3 1 PIPE SLOPE OF t.30 SU€350I1_ BRAINS 9 75 UB$OIL DRAINS I I -m- �� -- I I REQUIRED ��cK a€ spa CROSS-SLOPE Da��K #4-6 O,C,B,W. #4 6" o.Caw. _ I ¢X12°° CF.D,E.I"d. CROSS-5 SPE DROP & TRANSITION REQUIRED" TYPE II UNDERDRAIN IS TO BE USED WHERE I I _ __ _. S.W. CROSS-SLOPE � �.�' � ��° C` ILIWHEN SV IS IwD#1AR„ TO ° CHEMICAL CLOGGING OF FILTER FABRIC L� � ®®I 4-1� . O.C,B.W. � W LESS THAN SL IS ANTICIPATED, � ��_G„ C3,G.I3° P��i�� T�r�rrslTt�raa �r\t�.t�2 Coss slcl^E in I f `l' I � � ii Vii , ° TYP CUA INLETT)TE1? 8i ii Z - j NOT S: . ' A 1. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT � 2. ALL CONSTRUCTION AND MATERIALS SHALL MEET CITY OF JACKSONVILLE STANDARDS. ,; � 3 -- ¢ I 1 0'15 E G -m•� 3, SLOPE"s GRI:ATEI? THAN# 6% ItfiAY BE APPROVED €t# THE FIELD BY TF#1 CITY TO FIT CONDITIONS I AND SAME TREES PROVIDING PROPER SLOPE AT PROPOSED DRIVEWAYS ARE MAINTAINED �i� �- GRASS 4, FOR SL_OPES`ABOVE MAXIMUM, EROSION CONTROL FEQUIREC� 11111-17 � I 2, � �� (� �, � � 1 1/4r, ASPHALTIC CONCRETE ' ~.-�.,'.'"":..,�,• TYPE Sm1 (CITY STD.} I _ {{ gg TOP OF CUB FAPE H J B I b F � 25` 25' - ISI i a< , Ito z MIN, 6 MAX. 1 C3` - -- -1{}'_- .. e%@d1IS, A S MAX. "A AA" �. SWALESECTIONi ® 6' SIDEWALK _W N,T.S, GUTTFR LP�ALC7;�,REDMAXIMU� M �� NOTE, ALL RAMPS TO HAVE I „ 4" THICK CONCRETE PIAN MEW. A.D.A. STANDARD DETECTABLE I 6 COMPACTED LIMEROCK BASE, MIN, L.B.R. 75 3,0003 PSI --- -- WARNING SURFACE. 1003 % MAX, DENSITY A,A.S.Hl.T.0. T- 180. _ (SEE SHEET 2) PRIME COAT BASE TO F.D.O.T. STDS: DIMENSIONS , 12" CONSTRUCTED SUB-BASE MIN, L.B.R. 403 4" . RCP/CMP CMP A 8 C .. D E F G: IH IJ IK IL M IN MAX. PLASTIC INDEX OF 6, COMPACTED TO �. �, . �;° aARIES �`s jw STANDARD I 18 j2'--3-j--2--o 6 4, 1'® 1 �7 2 �6 2 �O 6 4 6 -8 6 10, 6 98% MAX. DENSITY A.A,S.H.T.C'. T� 180 . ,¢ 1 I COMPACT TO 987 MAX, DENSITY $ -- x,02 MIN. I R 3 1 1 1 1 1 t i t r.._ _ 3 - a 1/4" MAX. QIP AL.LOtdE i3,£16 (MAX.) . . I I .o1 11f-3 1 3' 6 I I 1 I I'-- i I i' I I r.nNr.Pr N.T.S. 12:1 MAY STEL TIE ROD �� , - . " T ; SECTION B-® � DROP CURD (MIAMI CURE I a� GUTTED sHUI) NOTE: FOR CURB CUT. DETAILS TMS'°�I9f JY3 W ME PAW REFER T °. ¢ m T$ INE . 304. WO wm �¢ - I ------------ •DROP CURB (ON EXIST. FACILITIES REMOVE 4A e,a �c RECONSTRUCT C;L1RBp'CLPRBi." GLITTER) - wa%N?PAB wRlY9SN o_bAW'd sxs LL ?' Rli DRQ' I TRANSITION -TOP OF CUR '� _ 1 :1 OURB -�•b .�.Ci -,.m® 12:0 CURB f3AC14 C}f.a1DIaLK I TRANSITION .. OPENING WALL FOOTING 1 4NTEP,MEDIATE RAMPS Q , „ FF " FOR OUTLET : AREA 11 ,Y END C3NLY D C3 H K F J � 3 .� ,... OR 10 - .... _. _.. - _. - I sacs narrow caa;s-+wuw uwirs - 15" 1.2" 3° 11,Y 2, 3Yr 1, Sn 1, �,4 2e 7Y° ,f9 'o ea3wa aa�Ac�3S 3�a�u+�x�`,� " 0363 FkSS 9t3AX AC ,r+ 18 1,8 4F-2Y, 2'-6" 14--9" 1`-3 2`-11" I/4" MAX. 'LIP ALLOWED CONCRETE ENCS „ m � DIAGANAL RAMPS I SECTIt�N �-A ® ao _ iig �!fi 24'° 3.1j4'-8",3'-0” 2-6 1 -6 3 8 GENERAL I'dOTES: 3Y - - - I. CURB CUT RAMPS..ARE TO BE CONSTRUCTED ON ALL CURSED FASILITIES, _ 4. RAMPS TO BE CONSTRUCTED AT ALL LOCATIONS SHOWISO PLANS EVEN. " 7 CONC, DPTCH PAVEMENT SHALL .� OUT ONLY AT THOSE LOCATIONS, 'INHERE A MARKED CROSSWALK ADJOINS WHEN SIDEWALK IS NOT CONSTRUCTEO CONCURRENTLY, FIE' REINFORCED W\ GxS 5" 10\10 W.W.M.--2"CL TYP. A SIDEWALK: THE CROSSWALK & SIDEWALK EACH CAN BE.EITHER S. BASIS OF PAYMENT: CONTRACT UNIT PRICE, ESTABLISHED IN THE I EXISTING TO REMAIN OR NEW MARRING 4r CONSTRUCTION. . PROPOSAL FOR SIDEWALK, I ER 2. E2&Iv1P. L{?CATI£3NRETt3 CiECt1Cl2DIIdATIWbIrTl4 AND IN CONFORMANCE ;�A� ��„I"(' 8. THIS STANDARD IS NOT INTENDED T£3 BE ABSOLUTE, FINAL PAVEMENT WITH CROSSWALK MARKING DETAILS AS SHOWN IN THE PLANS. DETERMINATIONS TO BE MACE IN THE FIELD. 3. IF A CURS IS LOCATED lTrIERE PEDESTRIANS MUST 'WALK ACROSS 7, MIAMI OURS WITHIN LIMITS OF WHEEL CHAIR RAMP.TO BE "LOW CUR9 �I THE RAMP , THEN IT SHALL HAVE FLARED SIDES, THE MAXIMUM SLOrE TO ACCOMMODATE 12:1 MAXIMUM RATE FROM GUTTER TO END OF z '° a TRANSITION. MIAMI TYPE CURB do GUTTER tPETAILS"SPMILARr C¢fRI� /2 R. OF THE FLARE SHALL BE I2:I. cts I� TRANSITION LENGTH SHALL BE S-D'. . FILTER FABRIC I3, SIDEWALK WIDTH TO MEET REQUIREMENTS & THE G.,OYERNINd ' TYP. SIDEWALK FACILITY STAPLER TO STANDARDS, REGULATIONS AND SPECIFICATIONS, BUT NOT LESS TIIAPd 4-0 gg I��I 9. ALL INEW CONCRETE RAMP SURFACES TO RECEIVE BROOM FINISH. Z P4 POSTa -« 2`X 2 WOOD POST " 639 10 O.C. ' 31.3E t3C3 4" �. AROUND MEDIANS AT ENTRANCE SPOIL EXISTING GRADE P 3 R,C:.P.--,� 2" EXCAVATE. 449 , I OVERLAP ISE TRENCH. PAVEMENT NOTE:; SILT FENCE TO BE EE MINIMUM OF: R FEET FROM F/J� COUR ANY REMAINING PROTECTED '-x DRQ t . ,. TREE. i bv+e• � AR-MAC FILTER FABRIC" JACK � A l s OR EQUAL A NOTE: PLACE SPOIL MATERIAL ON N. 4" FLAP OF FABRIC " I I 18fY AC,, SIGT : N,T.S. MI � " SILT 1 `TAI y . - %___,� .. . ! 1. . I , I I � I . . . I I I I . . I � . I � . � � I . . . . . I . . I . I I I . I . � I . I I I I . I � I . . I � � . I . . � . . I . I I � � . I . . I � I . I . . I � - I -, . � I . . . . - . I I . �� I I . I . I I . I I I . I I � I . I I I � . . I I I � . I I I . I . . I I I . . � I . I � � I "I � � . I , . I I . I . . I I . . I . . I � I � . � I . I I I � . � . � � , . I I I . I I � . . . - I I � � I I I � I --------------- - - . � - I . . ----I-- I -- - - I � . . I . � � I I � � I I � I I . � I I I . I ., I �. I . I I � � . I � � I � I � � . � � . � I I . � � � . . . I I 11 . . � I . I . � . I � I . I . � � I � I . . � � � � I I I I � . I I I . � . . I . I I � I . � . . . . , . � I � . I� I . . . I .. I I I I � I I I I I . . I . I I � I � I I � I I I . I I . I I I . � I STORM WATER POLLUTION PREVENTION PLAN � . I I I . I I . . . I I I I - I . I I I . . . I I I � I . I � � . 1 . I I I I . I I I I I I . . . I � . . I I I . I I I � . � . I . . I .1 . I . . � - I . . I I � . . I I I . . � . I 11 � . � I I . . I . I � � I I . I � . I I . I . . � . � . . I I . I . � - � � � ,� . . � . . I . I . . � I I -......l."..." . � I . . i I . . 0 V) Ri I-, ED I � . -_ ----------------------- . I - i . � I . I � . � � I I I � . I I � . . I .. � I I . . . .11 I . . � . � I " . I �. . I . . � . . . . � � I I .. U w 0) N . � I .. I . I I . I 11 ' 11 .. I I I . I � I � . I � . � I . . I . I �� . � � . z w V) c\j n 1. . GOVERNMENT REQUIREMENTS I . I I . � . . � , I CONTRACTOR S REQUIREMENTS. I . . . � I . . . I I W .K) I . .. I � . I � � I � I . . � I . I I � . . I . . . I � . 0 � .1 I I . I .11 . 1 .1 . � I I . . I- ---------------I . . I . 1. . � I I . . . 1 . � � � 1. 11 . . ...� I �I . -� . I .. � I I . I I ,. I . . . I I . , .-W." I _ 1 � � .. 11 � I - 1 . �_� Z 0 _j to ----------------------- _____ . . � 0) , I . , ,,, , I I � . I I . . I I I � . . � . - z Lt- I I 1 . I I I . . . � - � . I I I I I � I � . tn � . I I . . . I . � . . � � I . . I . I I I 1. . . � - � . I I - . . 1 � . .. I I I . . . I I 1 . . . I . .� 11 . . I . � I . 1 I . . � .. . I Ift 0 � .......�� I I . . . I I . SITE DESCRIPTION I � . � I . . � . TIMING OF CONTROLS/MEASURES I I � . I B� GRAVEL SEDIMENT TRAP - - THIS PROTECTION IS APPLICABLE WHERE I PRODUCT SPECIFIC ,PRACTICES . � I . � I I I. I I I . � I I . I I . I . . Z. w -4- . � I I . I � _j . I � I I . . 11 . . � . I I .1 . I � . HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE I . I I . . . � I � � I .. I � .1 . I I � I . . . . . I � .� U) Z 0 -i 0 1 i I 1. . I . I . I . I . I � I - � I .1 � I I I I � I I . I � � � . W W I= �;. 0) � I At INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES PONDING.AROUND THE STRUCTURE MIGHT CAUSE, EXCESSIVE . THE FOLLOWING PRODUCT ,SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE. I . I � . ,c . 1_0 , � I PROJECT NAME AND,LOCATION: I I I I � - . I � I . . - � I I z I , I .I . I . . . . . . . ..� .� I . AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT . I . INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED . I I . . I � I . . I I . I .. . � I . . � z N 0 x I . I . �:i I I I I . � � BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY I AREAS, TO BE CONSTRUCTED PER GOVERNMENTAL STANDARDS. � I PETROLEUM PRODUCTS 11 I �I . I . � I . � � � I � � . . I I - U) .1 L 1� I � I . I I I . . I . � .1 . . I . I � .. � . I I � � I . I I I . I . . . � I I . � I � . m < q ! I .1 I . . I ., .. I �. . OTHER PORTIONS OF THE SITE, STABILIZATION MEASURES SHALL BE I I I . . I � I I I I . . � I . . . I I . ��. � . . I I I I . . t� . y Ll- -1 I I � . Fn 0 C-) , I . I . I .. ESS: .. I I . I I . " INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE I I I I . I . ALL ONSITE VEHICLES WILL BE MONITORED FOR. LEAKS AND RECEIVE , . I I I � � I I . I � . � � I---4 � : � . I . � . I I � . ! � . I I I . 11 . C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE.WHERE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF , I I . ''I . . I I . � I . � __:0 I I I . � I I . I . TI TIES HAVE TEMPORARILY OR PERMANENTLY . . . I . � . . I . I . . � I La . FS < . I � I � � I . I 1 . . I . CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN TI iE INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WHERE , . � LEAKAGE, PETROLEUM PRODUCTS WILL.BE STORED IN TIGHTLY SEALED I ''I . I . I . I I 11 0 , . C) :D -C:) . I I � . STABILIZED PERMANENTLY IN ACCORDANCE � I I CONTAINERS WHICH. ARE CLEARLY LABELED, ANY ASPHALT SUBSTANCES I .. � I . I I 1. � . . I � < I to . � I . I , --________ . . � . . . I AREA, THAT AREA WILL BE I I SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD I I . . I � . I . I � . I � I .1 . 0 I C�� . I . I � I I . WITH THE PLANS. AFTER THE EN11RE SITE IS STABILIZED, THE � SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH I . USED ONSITE WILL. BE APPLIED ACCORDING TO THE MANUFACTURER'S � � . . I . � � . - . � � I . I Lt- I-- t') , � , I I I I � . I . i � 1. 1. . I . . � . . . I I a w I I . I DESCRIPTION: �. � I �I . I I I - ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS I . � AS IN STREET OR HIGHWAY MEDIANa TO BE CONSTRUCTED PER . . RECOMMENDATIONS. � .1 - � � . I � � � . . . . I � .. . . I . I m . . I . . � I � . I I . . � � � I I . I I � I � � I � I � � . . . I DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED , . GOVERNMENTAL STANDARDS. � � I . . � . 1, .� I � � I .. I I I . �� (m - --- I � . . I . I . � I I . I � .1 � . I I . cn f?-, I I I . I . I I . .� � : IN ACCORDANCE NTH THE EROSION & TURBIDITY CONTROL PLAN. I . ��I � I � FERTILIZERS . I . . � . I . . . I � . � . �. . 11 C4 .< W (n n - � I I I � . I . � . � I . I . ` . � � I I . . . I I - �. . I . I 1. I � I � � . -1 �A < , . : I SOIL DISTURBING ACTIVITIES WILL INCLUDE: . I I I � I ' I . I I I . .. . I ; I ' I RADING; I I ONTROLS . � � . . I . �. I 1 3. OUTLET PROTECTION, APPLICABLE TO THE OUTLETS OF ALL PIPES AND I . FERTILIZERS USED, Wit-t- BE APPLIED ONLY IN THE MINIMUM AMOUNTS I . I I � . I � . 1: . I . � � I I . I I I ., 11 � . : . CLEARING AND GRUBBING; EARTHWORK, AND G , I I � C . . I . PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION I ' I I I � I � - I I I � ,-, < 0 1 � . I STORM SEWER, IRRIGATION, AND PREPARAT10N FOR FINAL PLANTING . . I I . � .1 & SEDIMENT PROBLEM TO THE RECEIVING WATER B06Y; SILT FENCES & . � RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL . . I � � � � I I � I I . I z E 0 cri � I i . I I . I � . I . . . . . I � 1. I � .. . I . . I I I 4'.Q. 11 , I i . � - � I I I . . � ., . � . I -4E SOIL TO LIMIT EXPOSURE TO STORM WATER. I � � � . � I . . .� . .1 ., ,:1,6 r_ , I= Lu %.-I i AND SEEDING. I . IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND . HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE I . BE WORKED INTO 'TI . I . 1. . I . I - I I i I . . I � � I . I . I . � . . � . . r w 0 = I i . . . � . I .. TURBIDITY CONTROLS AS SHOWN ON THE EROSION .AND TURBIDITY CONTROL DISCHARGING STRUCTURE AS SHOWN ON THE OUTLET PROTECT10N DETAIL I I STORAGE,wLI2`5E,IN A COVERED AREA. THE CONTENTS OF ANY . . I � . � I . . I I I . . . I � . I _j w LO 0- I � - . . I . I I . TILIZER WILL BE TRANSFERRED TO A � I I I 1. � I I I I . � I RUNOFF CURVE NUMBERS, . I . � . I I . PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE I . I PARTIALLY USED BAGS OF FER . . I � � 1 . I � i I � .. I . , I F I � I I . � I � . . . � � I I I . I . I I ::) 0 0 . I : 1. PRE-CONSTRVCTION. = - . �� .- I� I . . 1 . 1 . � I I. CONTROLS ARE PROPERLY INSTALLED, MAINTAINED, AND FUNCTIONING PROPERLY 1 �4. SEDIMENT BASft WILL BE CONSTRUCTED AT THE COMMON DRAINAGE . I I SEALABLE PLASTIC'781N To AVOID ,SPILLS, . I I . . .I I I � . I . . I . : � U) . (n , n � I � I TO PREVENT TURBID OR POLLUTED WATER FROM. LEAVING THE.PROJECT SIM I . . I I . . � I .. � 2. DURING CONSTRUCTION = . . LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE .DISTURBEr) ACRES I � � I I . � I � .. ,. � I - I . - � . I PAINTS _ I I I � .I I � . � . _< I I . . � 3, POST-CONSTRUCTION = - I I THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR, TEMPORARY � . I I � I � . . 11 � I I � I � � . - . �. . I il z . � . . I I - � : I I I . . I I . I . �I I I ON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL . PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS, THESE . . � * I I I I . � . I � I I I . . . . I � .1 � I 0 1 . i � .I . I . I I . . . I , MEASURES, AS REQUIRED, TO ENSURE THE SIT� MEETS ALL FEDERAL, STATE AND . I . . � I . ALL CONTAINERS VALL BE TIGHTLY SE . � I �.� I I � I . � I .. I � �.. . �� u 0 � . . i . I . . - . I SEDIMENT BASINS MUST PROVIDE A MINNINUM OF 3,600 CUBIC FEET OF I . REQUIRED FOP, USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE � I I . I I I I . I . � I I I I . � �� i � I I � I . I SOILS: . � I I . � . . LOCAL EROSION AND TUREIIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST I STORAGE PER ACRE DRAINED UNTIL FINAL STABLILIZATION OF THE SITE. � .. I . . . I I . I I I I . .1 I I � � � i . I . � . L I I I I . I . � . LS DATA I I . � I . MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS I �� I T WILL BE PROPERLY DISPOSED OF ACCORDING I . . . . I I I I I I ,�D I � I . � I I � � . . . I I . I .. � I . . � � . . L I I I . i ' I SITE MAPS: . � . I I � . I � I 1. I . REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED TO I I THE 3,600 -CUBIC FEET OF' STORAGE AREA PER ACRE DRAINED DOES NOT . TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL, REGULATIONS. I . I I I .. I . I .1 � I . II.-4 . I 11 i � . � I � � 11 � I I I . I I . � � . I * SEE ATTACHED GRADING PLAN OPMENT GRADES, . - MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED OWTHE PROJECT I APP_Y TO FLOWS FROM OFFSITE AIRES AND FLOWS FROM ONSITE AIRES I I . . . - �, ': I I I I I . � I I I ,� I I . . . . I . I �. � � I . � � I . � � I . . . I � I . I I AREAS OF SOILS, DISTURBANCE, LOCA11ON OF SURFACE WATERS, WETLANDS, SITE BY THE REGULATORY AGENCIES� � I . � I I CONCRETE'jRUCKS I I I I I � . . I I I � �� . I I I I . � � i I I THAF ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL I I . I . . I . � . . . I . I � . * . � � i I PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS ,. I . . . . I I I I I. I STA131LIZATION WHERE SUCH FLOWS ARE.DIVERTED AROUND BOTH THE . . I I � I I . I . . . I I I �. I . I � .1 . I . � . . . I . ,I I . . I I I � . I I I � . .. � I I`_mI I i AND STORM WATER DISCHARGE POINTS. . I � I EROSION AND SEDIMENT CONTROLS I DISTURBED �AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT .. I CONCRETE TRUCKS, WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE I � . . I � I I . I . . . ! I I . I � . I . I . � . . � . . � � � � . L � � I . � � � . . I � i � I I I � . . I . � . . I . BAS NS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN . .1 I . SURPLUS CONCRETE OR DRUM WASH WATERON THE SITE. . . . I I I . .. I . . . I I � �. . , � I I . � I . � . . * SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF . . � . . STABILIZATIO I 11 . I ACCDRDANCE WITH SPECIFICATIONS FOR STRUCTURAL FILL ALL I � I . I I , � I . � I I . � I . I. . I I . . � . . . I I . . . I - I . . � . � � : . . � I I I I I I . �� I I . . I � I ! . . I I 1 . � TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS. . I . . � I . I I SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS . SPILL CONTROL PRACTICES , I I . � 1. I I I � I I � I .1 I . . . I I . 1. . . . . I I � . . 1 . � . . . I I I . � 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN HE USED BELOW : I MUST BE REMOVED UPON FINAL STABILIZATION, I � I I - � � � . . I . .1 I I I I I.,� . 11 _ � . 1. I � � . �. a . I . ��,......--1 i I � � . � I . I i I * SEE GENERAL NOTES FOR REQUIREMENTS FOR AND � . .I DISTURBED AREAS SUBJECT TO SHEET. AND RILL EROSION WITH THE I � I . I � . , � . I � � . � IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT I I . I , � . . I I � . I I � I ' '. I I �I . � I 11 I � I I 1 . I I � . PERMANENT STABILIZATION. . . I� I . I FOLLOWING LIMITATIONS: 1 . . . � . I . I I I PRACTICES DISCUSSED IN THE PREMOUS SECTIONS OF THIS PLAN, THE I 1. . I . . . . I . I � � I . . I I . I . . . . . . OnIERCONTROLS . � � I � . . � . �DIVERSION RIDGE REQUIRED I . I . . I � I 11 I I . � � I . I I I I I .A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PIERCIIAT. I I I L I I I . . . I . � . � � . I I FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND . WERE r.RADE EXCEEDS 2% � I I � I I . . ! . 1. I I . I I . . . , � �� I . . . . I I I . I � - I . . . � . . I I I I I SITE AREA: I � I � . . . � 1 IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM I I . WASTE DISPOSAL I I � . CLEANUP. I � I I - . I I . ,� . . I I I . . . 11 I I �U) . � I . . . � . . I � 1. TOTAL AREA OF SITE -_ . ACRES I � CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. ��, I I . I I . . 11 I I . . . . . . .. . I I : mo, � . I i I . I I I . � I I � .0 _j i � � - = . I . . 1. I I I � � I . I I I . EXIS7ING PAVED � � I � . . 3 � � I - i 2. TOTAL AREA TO BE DISTURBED - ACRES . . . . � C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTH& - . WASTE MATERIALS . I . � � 11 . I I MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP.WILL.BE . I ROADW.A I I I . I . , , (D :2 :2 � cq . � . I I I . � I � . . I�.. . D. EVERY EFFORT SHOULD HE MADE TO LIMIT THE USE OF STRAW BALE . 11 . . ; 1. I I CLEARLY POSTED ON.SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE I . . . I I I . .. . . . I 1 I � I � . I . I I NAME OF RECEIVING WATERS- I . . . I . I BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE . I I . � . TION AND CLEANUP . 1 . I FILTER FABRIC I I . . . . I . I < I. . I I i I I - ALI. WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE . PROCEDURES AND THE LOCATION OF THE INFORMA � x I . . � . >0 � I 11 I � I � I � . I I I � I � � . . I 0 11 I � . . 1 . I I . � I . THERE IS THE POSSIBILITY OF A WASHOUT. .IF NECESSARY, MEASURES � .. SUPPLIES. � . � I � . 1 . I . I I . . I I . .1 . I w - : I ----_ � - I I . I I �CO-LECTED, AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE . I I � . I . I �I 11 SECTION A - A I I I I � I � � 11 . � I � 1. . I SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO ENSURE . . DUAPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT I � . I I I I I I 1. I I I I � . I . I .. �.: < � . I . . . . I � I I . . I -o . � CONTROLS . I . . � I AGAINST WASHOUT. . � . � RE11ULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT � . I I . . � .1 � . > M ::) � i . . . i . . I � I . . � I . 1. . . � � � .1 . I I I - . REFER TO DETAIL SHEET FOR CONSTRUCTING THE HAY BALE BAIRRIER,. I . I . TRASH WILL BE HAULED TO A STATE APPROVED LANDFILU. ALL . � . IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL I � I . I I 11 �. . . .1 . I . $� m 0 z � . THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL I I I � . � I ALSO REFER TO DETAIL SHEET FOR PROPER LOCATION, MATERIAL . � � I INCLUDE BUT I NOT BE LIMTED TO BROOMS, DUST PANS, MOPS, RAGS� I . � .SPILLWAY . I � . . I . &. < I . � . � . . PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT I . . . DIIIENT BARRIER I . I I � to ed -,) I I � I I I I EROSION AND TURBIDITY CAUSED' BY STORM WATER RUN OFF. AN EROSION AND . AND USAGE. . PROCEDURE FOR WASTE DISPOSAL, NOTICES STATING THESE I � . (SSIILT FENCE TYPE SHOWN . z w I TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON I � � . � I I I . �I � GLOVES, GOGGLES, LIQUID ABSORBENT (I.E. KITTY LITTER OR EQUAL), I � . I � I . . . � . . . 0 9 Z, 0 � I � � � . PRkCTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE I SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPEcIFICALLY , . . . I � I um. � I . a M , - � I - I CONTROLS, IT IS THE CONTRACTORS RESPONSIBILITY . � 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW I CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL- WHO MANAGES . . FOR THIS PURPOSE, . I . .SUPPLY WATER TO NA . USE SANDBAGS. NVERMONS I I . I (n < rn OL . . . AS ENSURING � I I I I . I I . � WHEELS IF NECESS�RY714 � . PO I : :: � w w a. < TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL I . DISTURBED AREAS SUBJECT TO SHEET A.ND RILL EROSION WITH THE., I I THE DAY-,TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR � . I I . To CHAN LIZE RUNOFF TO SEDIMENT I I I . I � THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, . . FOLLOWING LIMITATIONS: � SEEING THAT THESE PROCEDURES ARE FOLLOWED. ALL. SPILLS WILL BE, CLEANED UP IMMEDIATELY AFTER DISCOVERY; � . � BARRIER lk REQUIRED. I . . � .1 � . . � I I � � � . STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR A I 11 A. MERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. . I I � � . . . * 11 I;p_ I � � I I I I � . i � � . 1 I � . . I I I . I . �.......................�....... 11 .�� i I - : VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED, � B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM I S . . . . THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERONNEL WILL . I . % . � � . �. � : I I . I . I . I . I � . . . . � . � ---------- I � � . . I � I CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. . I � WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM , Ow FLOW I I � . . ! . . . I . . . � � . � � . I . REFER TO DETAIL SHEET FOR PROPER CONSTRUCTION OF THE . . STE MATERIALS WILL BE DISPOSED OF IN THE I . I WI OUS SUBSTANCE. � I i ____-__---.___1-1\�,�=___ I I I . : � . I � � � I MANNER . I . I . . . w . � I . . � � . . STORM WATER DRAINAGE WILL BE PROVIDED BY (DESCRIPTION-) WET DETEN11ON .1 �. I . . MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE I SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL 9E REPORTED TO THE . " COARSE � _T I ,. w � I I . I I FILTER FABRIC BARRIER. SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE I I 8 I I . I I � . I I . . 3. BRUSH BARRIER WITH FILTER FABRIC, BRUSH BARRIER MAY DE USED . � � I � A A _'tVATE � . I � ; I . PRkCTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO � APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE , . I 5I5GR � < I . I � . � I I I L . MIN, 6 THICK 15' MIN. I . I 11 a � I FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT I I I BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE I M,A AGES DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR � I � SIZE OF THE SPILL. I M Di RSION RIDGE � I . i I I I I I I . . . I . � I I I - __ � - I . I WILL BE REGRADED SHALL BE STA131LIZED IMMEDIATELY.AFTER GRADING IS I . . ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE, SEEING TH:AT THESE PRACTICES ARE FOLLOWED. . . I I 0 .-..a& I � � . . I . : . . � I I I � I � THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO . . z saft"m I i . COMPLETE. WHEN CONSTRUC11ON IS COMPLETE, A TOTAL OF _ ACRES WILL � 5 - -_ -1 I I . I : HAVE BEEN REGRADED, _ ACRES LEFT UNDISTURBED. THE SITE DISCHARGES , 4. LEVEL SPREADER. A LEVEL.SPREADER MAY BE USED WHERE SEDIMENT- SAN TARY WASTE . � . �. PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP 6 ___;�K' I I I . I I I m I i I . M RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE , I I . I . � . � i I � TO A WET DETENTION SYSTEM, WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS I . � � I I THE SPILL IF THERE IS ANOTHER ONE' A DESCRIPTION OF THE SPILLS, WHAT I I I I � , .- - I I I I I � I . � � UNDISTURBED STABILIZED AREAS, THIS PRACTICE � � I � . : WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT � I I ALI- SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS . CAUSED IT, AND. THE CLEANUP MEASURES WILL ALSO BE INCLUDED. . I 1. . � . . . � � . � . . DETENTION BASIN, THE WET DETENTION SYSTEM IS DESIGNED WITH A . DAY � I APPLIES ONLY IN 7HIOSE SITUATIONS WHERE THE SPREADER CAN BE, NE--DED TO PREVENT POSSIBLE SPILLAGE, THE WASTE WILL BE COLLECTED � � � . . I I . ; � . I . I - � 9! .1 I I . � MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE NTH THE REQUIREMENTS I CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL .. � AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE el I P . - I � I I . I . � �I : ' . I . I . � I I I I : T OHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS LIP ,IS STABILIZED, IHE WATER SHOULD NOT BE ALLOWED TO � REGULAlIdNS FOR SANITARY SEWER OR SEPTIC SYSTEMS. I OPERATIONS, WILL t?E THE SPILL PREVENTION AND CLEANUP COORDINATOR, . I �....-_ 6D' MIN. ----i I� � I � I . : TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING, I . I . � RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED � I I . � HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO I � (20- RESIDENIIAL LOTS) I I I I I I : I . � � . I I � I . . IN ACCORDANCE NTH GOVERNMENTAL STANDARDS, I I � I I � I . I � � I - i . . . . . . . . . . OFFS]TE VEHICLE TRACKING I WILL RECEIVE SPILL PREVENTION AND CLEANUP ,TRAINING. THESE . PLAN I I . I I . I i . I I . I . � I 11 � . � I . . . TIMING OF CONTROLS/MEASURES � . . . .. 1 5. STOCKPILING MATERIAL., NO EXCAVATED MATERIAL SHALL BE . I I A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP I . I I INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE � I . I . I . I I I � I i . . . I I . I I OF.PREVENTION AND EANUP, THE NAMES OF RESPONSIBLE SPILL I I � . . � I I I . . � . I . � I . 11 I . I I � . I I � REFER TO "CONTRACTORS R.ESPONSIBILITY" FOR THE 11MING OF I � . STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF REDUCE VEHICLE TRACKING OF'SEDIMENTS. THE PAVED STREET �DJACENT I I � PERSONNEL WILL BE i�" STED IN THE MATERIAL STORAGE AREA AND IF NOTES: . � I � � I � I I . I I .� . i I . . THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER TO.THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS I APPLICABLE.' IN�THt OFFICE TRAILER ONSITE. . � . I . I I I . I - I I . . I . . . COLLECTION FACILITY� � I MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING . . _ I � I I 11 I . � I I .. : I I . I � � . .. I I . . . � � � I I I I 1. THE ENTRANCE SHALL BE MAINTAINED IN A 1 WHEN NECESSARY WHEELS SHALL BE CLEANED . I I I CERllFlCA'nON OF LIA I I . . . . : MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED NTH A I MAINTENAdE/I ' CONDITION THAT WILL PREVENT TRACKING OR PRIOR TO THE ENTRANCE ONTO PUBLIC RIGHT-OF-WAY � � . I . I 1 6, EXPOSED AREA LIMITA71ON: TH PEN, RAW ERODIBLE I . TARPAULIN. I I . I I I I FLOWNG OF SEDIMENT ONTO PUBLIC RIGHTS- - 3. YMEN WASHING IS REQUIRED, IT SHALL BE DONE � � . i . � FEDERAL, STATE AND LOCAL REGULA11ONS . � _. I I SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR. . . I I . � . .� I . . I I I EROSION AND SEDIVENT CONTROL INSPECTION AND MAINTENANCE PRACTICES . OF-WAY, THIS MAY REQUIRE TOP DRESSING, . ON AN AREA STABLIZED NTH CRUSHED STONE � .1 . . .I .I . z � I � � I . �I� I I . I . . . � EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. . . I IN'OEENTORY FOR POLLUTION PREVEN11ON PLAN . . I � . I REPAIR AND/OR CLEANOUT OF ANY MEASURES THAT DRAINS INTO AN APPROVED SEDIMENT TRAP I . I I . 0 1 1 ' : � � IN ACCORDANCE NTH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM . . . THIS REQUIREMENT MAY BE WAIVED FOR.LARGE PROJECTS WITH AN. . .I . . I� . . . I THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE I I USED TO.TRAP SEDIMENT. OR SEDIMENT BASIN. I I . I � . I I I I I us . . . . WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING I I EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING (OF . � � . I . I . I I � I I I � .I � � 10 I I I . I I I I I THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTEDTO BE I USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS, � PERMITS HAVE BEEN OBTAINED. . I --POSIT .. PRE3ENT ONSITE DURING CONSTRUCTION: . . . � 1 6 i � ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DE � I � I I I . � : I I I I . I . I . I w ; . � � I I . . � I I . ' . � j . I � �.. � � � � OF SEDIMENTS. � I . I . . I . I I . . � . � � � � * NO MORE THAN 10 ,ACRES OF ,THE SITE WILL BE DENUDED AT ONE TIME I I I I I . . ! C.O.E. DREDGE/FILL PERMIT # . . 1 I . I . I I . I I . I . : . � I I I ! I . I -N P E . ! --- � NTAL RESOURCE PERMIT # 1 7. INLET PROTECTION.- INLETS AND CATCH .BASINS MICH DISCHARGE . CONCRETE FER11LIZERS WOOD . I WITHOUT WRITT I E. , �RMISSION FROM THE ENGINEER. . I � I I I I . � � I I . 1.. I I � i I I I : S,J,RiW.M.D. ENVIRONME I . I 11 11 0 1 I . I I I I I . I . . I I ,� I . . I I . . ! � . I . � . � � . � . . . I � . DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM I I * ALL CONTROL, MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT. . I I I � � . I I I .I . i . I . . 11 I I I : I � � . I . . . . I . . . .. � RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OP I ERATI ONS I � I 11 ASPHALT 11 PETROLEUM BASED PRODUCTS 0 MASONRY BLOCKS THE PERS'ON RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATION OR � I I I . I I I . I I � I POLLUTION PREVENTION PLAN CERTIFICA11ON . . THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. � I . . . SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND I .. I I I . . I � . I I � I . � . . i I I . . I I I I � I TAR I � ,0 CLEANING SOLVENTS ROOFING MATERIALS FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. I I I I . � I I i I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL � 8, TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS 11 . � I 11 . � . I . I I � . � - I . . . . I � I I I I ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN . AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRIESSED AND . . I � * ALL TURBIDITY CONTROL MEASURES WI.LL BE MAINTAINED IN GOOD WORKING .I . . . . . . I I . . I I � I .1 I I I � . I �. . � WITH A SYS RE THAT QUALIFIED . RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED I DETERGENTS PAINTS METAL STUDS I I L I . . . � . . . I I � . . � � - I El I 11 1-1 ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF I I . I . . I I I � I PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY I I . . I I : I I. I I I I - � I. . . . . � REPORT. I I I . I I : SUBMITTED, BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT I I . . I I � . � . I I I � I . I . . � . I : ______ -_ � � I . I I � MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR LATER COMPETE WITH PERMANENT GRASSING. .� I � 0 --------- 11 0 ------- * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS I . I I . . I . I I I 1 . .I I . . . j .GATHERING THE� INFORMATION, THE INFORMATION SUBMITTED IS, TO THE . . . . . I I . . I I . I � I I . REACHED ONE-THIRD THE HEIGHT OF THE FENCE. . . I . I I I I . I I �. I . � .. I I . I . �I I., � :, I � ! . i I I I . BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I . . 9. TEMPORARY SEEDING AND MULCHING. SLOPES STEEPER THAN 6,i THAT � I I . I I � 1, . . I I I . I � ------------ � .1 � � . I I . � . I I . � I I I . . i I . ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE I FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE 1�� I . SPHLL PREVENTION . I I . * SILT FENCE'� WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO . I I I � � . . . I 11 I I I . � I I . : . i I . . - INFORMA11ON , INCLUDING THE POSSIBILITY OF FINE, AND IMPRISONMENT.FOR � . I SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES . MATERIAL MANAGEMENT PRACTICES I I SEE IF THE FABRIC IS SECURELY ATTATCHED TO THE FENCE POSTS, AND . . I � I � . I I I ! KNOWING VIOLATIONS. I . . . . . . LCH MATERIAL CUT INTO THE SOIL OF T14E SEEDED . � � � . . � . TO SEE THAT THE, FENCE.POSTS ARE FIRMLY IN THE GROUND. I . I . I . .I I I 11 I I I I I I I I . � �1. I . . I . I I I J�o I � . .1. . . I EVENT MOVEMENT OF SEED AND MULCH. . I I I . I .�� I I . I . . . I I � I.. I . I . I I I I I I I . I � I THE FOLLOWING ARE THE MATERIAL MANAGMENT PRACTICES THAT WILL I . . I I . I � � . � I SIGNED., I . I . . . . . I I * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, � I I I I � . . . . I I I . . ..... . _______-- . I I i . I I I I . . . : � I . ENGINEER JAMES M. LUCAS, P.E. . I .. I � � . � � 10. TEMPORARY GRASSING� THE SEEDED OR SEEDED AND MULCHED AREA(S) . .. � BE CE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE . I AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 I . � � I . � . �I � I . I � I I .1 I I I i I 1. I�LS AND SUBSTANCES TO STORM WATER RUNOFF. . I I . I � I I SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER I . I I � � I I . I � I I � . I � I . . I PERCENT OF THE'DESIGN CAPACITY OR AT THE END OF THEJOB, I I I . . I . . I I I I � I � I . � . I � SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING � I . I 11 . I . � . I I . I . � � � � I . . I . I I � . I � . � . �. . CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER!� I GOOD HOUSEKEEPING I I I . . WHICHEVER COMES FIRST. . � I I - I I I i DATED* . � .1 � I . � I I . I � I I � 1. . I I � . . I I I . i I . � I . I I i . � I .. I � . . � - . . . � . G SHALL BE THE SAME MIX & AMOUNT REQUIRED � I . . -D I. I * DIVERSION, DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES . I . I I I I I I . . . . � � . . � I I z I I � . . FOR PERMANENT GRASSING. IN THE CONTRACT SPECIFICATIONS. � THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOW[ I I . PROMPTLY REPAIRIE-D. I I I � . I . .. I . 0 1 1 1 ! . I . . I I . . ''. I � I I ONSITE DURING THE CONSTRUCTION PROJECT. . I � I � I I I I . I I . . � I I 0 p., i I . I � � . � � i .. . I I 1 . I . . I . . . I I I . . I I I � F__f � I ! . I I I I 11. TEMPORARY REGRASSING: IF AFTER 14 DAYS FROM SEEDING, THE . � I . � � ! 1 � I . � � . . 1. . 6_.j 1 THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S . . I . TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINNIMUM OF 75 1 1 * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO 4 TEMPORARY AND PERMANENT SEEDING. AND PLANTING WILL BE. INSPECTED � . I I I I I I I I I E-4 0 . � � � I I I � I . I . REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON. TH E EROSION . � � PERCENT GOOD GRASS COVER, THE AREA. WILL BE REWORKED AIND . DO THE JOB� . � � I F I� SHOUTS, AND HEALTHY GROWTH. I � .1 . . I I I I . 11 . . 11 ,�D 1 �4 ! I . I I � . . I � � I I � AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE � ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED I . I I I I . I �, I I � . I ' 'I I :� N I I I I * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY I 11 A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH . . . I .1 I . . : . ON I . � � i . . . I � I i . . I I I I ADDITIONAL MEASURES REQUIRED TO BE�IN COMPLIANCE WITH APPLICABLE PERMIT I . � VEGETATIVE COVER. . I � . I MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A . . INSPECTION. I . . I . . 11 . � � i I I � . � . I � CONDITIONS AND STATE WATER QUALITY STANDARDS, DEPENDING ON THE NATURE . � I I I . I . . I I 1. � �. � I �1:� 11 I i . . I I i . . I . . . I . � OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE I . I . 12. MAINTENANCE: ALL FEATURES OF THE PROJECT,DESIGNED AND ROOF OR OTHER ENCLOSURE. � I I � I � . I I ., 0 w. � .1 . REQUIRED. TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE . . � THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND I I � . I . I I I � � i I ' I � I 11 . � � - 1 1 1 1 : . . * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE AVAILABLE UPON..REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL I I � . I . � P4 P4 M = : I I � I : THE SYSTEM INTO OPERATION. � . � I . I MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO I I I I I I . . .. � I I I � . W = pq I . . � . � . I I NCY APPROVING SEDIMENT AND EROSION PLANS, � � . I . 11 . I � . . . FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUC'TED. ORIGINAL MANUFACTURER'S LABEL, I . I I I � � I I I I : I � . I I � I � . � � I I . . � I i � R Ac-nMlIES.- - . I � I I � � .. I . I � I I � � OR STORM WATER MANAGEMENT PLANS. . . I . . I � . I I I . I . . I = z 04 C) ca � I . I . I . I I THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM I . I . . i . . . 13.PERMANENT EROSION CONTROL. THE EROSION CONTROL FACILI*TIES OF I * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS I I I CONTRACTOR'S CERTIFICATION I I I i I . � I . � . . pq o P4 rm��pq : � I R OF ACTIVITIES WILL BE I AS FOLLOWS, . I . . I THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT 0114 THE . RE',OMMENDED BY THE MANUFACTURER. I WATER POLLU71ON PREVENTION PLAN FOR AT LEAST THREE YEARS FROM I � � I I . H 1_4 � fg . i . THE ORDE � � � . I . . . . . THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF I .. I . : i . � I . � . . I . OFFSITE FACITLITIES. , I . I . I I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND I I I : � . I ; � � . . I I . -1:4 -C4 P, i I I 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE . . * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE I TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS I : . . . I . OF NON-COMPLIANCE. I CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE I I.- i . 1 . I i . . . I . . . I .SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY DIEPOSAL'OF THE CONTAINER. I I I I I I I �� - � . I 14.PERMANENT . I I ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER i � I I � I . I � I I 1 2, INSTALL SILT FENCES AND HAY BALES ARE REQUIRED . TION WILL, AS A MININUM, BE SEEDED, THE SEEDING MIX MUST I I � � I � . . . . � �4 L I I . CONSTRUC T DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE � I � � � . I I * THE SITE SUPERH,4 TEN DENT WILL SELECT UP TO THREE INDIVIDUA 1 11 _9� i I . I � I PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL. . * MkNUFAQTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL � . . I LS WHO . CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. . I � I . . . I . . . .1 . I � I WILL BE FOLLOWED. � I WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR � . I . I I �. I .1 ;4 � 3. CLEAR AND GRUB FOR DIVERSION SWALES/DIKES AND SEDIMENT BASIN . VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED I I I I I .I . . � ::� pq �� i . . .I I � OR SODDED. I � I I . . . . I I �11". . I � � ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE � � . -� .I 1 04 ca 4 � . . . REPORT. I I I I i . . . � I * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS , I I 1 � I- 1 P4 pq 1 4� CONSTRUCT SEDIMENTATION BASIN � . . . I . I BUSINESS NAME AND ADDRESS . I i I 0 i .1 I I STRUCTURAL PRAC'nCES I � � ONSITE RECEIVE PROPER USE AND DISPOSAL. � SIGNATURE , . OF CONTRACTOR & ALL SUBS RESPONSIBLE FOR/DUTIES I PA I i . I ' . 11 . . I � . . I � . . - I I . I * PERSONNEL SELECTI,�i_' FOR INSPECTION AND MAINTENANCE � . 1 I I . -4 V2 1 i 5� CONTINUE CLEARING AND GRUBBING - . I I . I . . - . I . � � � � I . E . i . I . I ! . � I � I . I - I . . 1. TEMPORARY DIVERSION DIKE . TEMPORARY DIVERSION DIKES MAY BE HAZU UCTS � . . � RESPONSIBILITIES WIL'_ RECEIVE TRAINING FROM THE SITE . I. I I I . I GENERAL CONTRACTOR I . : � . I . � . I � I I . SUPERINTENDENT-THEY WILL BE TRAINED IN ALL THE INPECTION .AND I I I I I - . I � ul , I I � I i I 1 6. STOCK PILE TOP SOIL IF REQUIRED. . . I USED TO DIVERT RUNOFF THROUGH A SEDI MEN T-TRAPPING FACILITY. �I MAINTENANCF,�.PRACTIICES NECESSARY FOR KEEPING THE EROSION AND � 1. I I I I . I I . . � I , � 1 1 11 I . I � I AND IT SHALL BE CONSTRUCTED AS PER DETAIL SHEET. . THESE PRODUCTS ARE USED TO REDUCE THE RISKS ASSOCIATED NTH I � I . I I .1 . . � I i � I � . I � 1. � SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. I I . . . . . I I I i � 1 7. PERFORM PRELIMINARY GRADING ON SI TE AS REQUIRED - I HAZARDOUS MATERIALS. ' 'I I - � , I I i I 1 3 1 1 1 i I � � . I . . . . 1 TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL. BE INSTALLED IN . I I . I � I . I I I I SUB-CON7RACTOR . � I � I . A DRAINAGE WAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT NON-STORM WATER DISCHARGES I I I � . . I i 8. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE � . . 1 I I � . I 11 . , � I I � . I ! . . . . � DISCHARGE FROM A .DISTURBED AREA. . . RESEALABLE. . I I � . I I � I I . . WING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER I � � . I . IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES I . I .. I I . � I I : I I I i I i � . I . I 9. INSTALL STORM SEWER AND IRRIGATION I � . . � INDEPENDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION . �* ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY � � WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: I . I . I I � I .SUB-CONTRACTOR . I DRAWNG,NP�,.,�,,� I I I I . I I . . I . I I �� I'll . . I I � . . I I I � I _,, 11 : � I I 10� COMPLETE GRADING AND INSTALL PERMANENT SEEDING/SOD AND PLANTING DIKE: I CONTAIN IMPORTANT PRODUCT INFORMATION, . I . . I I . I I � I r,�_' t . �,�_ I . I I I " I � ,�:: 1� � I ,�-11 I . Al 1. � I, , . . . . I . * WATER FROM WATER LINE FLUSHING I I I I q,11 ,r I, I I � I I . � I . I I I . I I . I . . I . '�" �11,- -1, 111.11 -1 I 1� ',�,�L � � . � � � � I . I I . I � . I _ ,,�,�,,%,'--�,j 1�1, -1 I �,,,�� I A BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS I I , -, � �- I� , �l " � . 11, REMOVE ACCUMULATED SEDIMENT FROM BASINS 11 . . I * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL io ,, " � I,", ; , , I I I . , , ,�,, I'll ", , -� _ . * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR . I I , , 1, I , . I A" � ,'� -11, , ;, I APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE . � . . I . SUB-CONIRACTOR �_ , , L" 3- � l- I � I I _ I I " - 11 � . . . I . I I _�" � ,,, I � � . I � . I � . . . � HAZARDQUS MATERIALS HAVE OCCURRED) I I I �� 1 . �r � . 11 I - �,� I � . I I I 11 11 ' I I I : I . . � I I , "I � . . TO BE CONSTRUCTED PER GOVERNMENTAL . I . � I . . � ILE:4 ' 1 1 , � 12. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED. CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND � FO-LOWED. . . I . REMOVE ANY TEMPORARY DIVERSION SWALES/DIKES AND RESEED/SOD , THE STRUCTU.RE. � I I I . F 14-13s�'P,pp' . . , - � l � I I . . . . I I I . I � I, ,J �c, . . STANDARDS. �. 1 . I * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). I .1 ..........1-1... � I ,� I I �_ I I ",, I I AS REQUIRED . . I , . I I I I . � � � I SUB-CONTRACTOR . . , =. I I . ll-p I i I 7� . � 11 , I I . � . .. I . I . I . . . I 1, ! . . . . L-- I � 0 - I I I C---L IL �.., �,�,�t, I � I . I . ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT I I � I , � " , � . I . � . . I I I � � � I � � I I I I I I ,,- � ,I tl Ilk " "ll, k' I � . . I . I - � -, � I I . . .1 � I . I BASIN PRIOR TO DISCHARGE. I . . . I . I SEAC ", SI ATU E.,",�`;� . . " I . . - - I N . �� . . . I I L :)-j � P4 F!! . L-9 z r-214 ��; I . I I _ , �1, 4i4 ,�,-,, , ,, < : I .. . ,� " I . . . I I . . . I . � . I - , ,-,"I, �,� ," "" I x _ I . � / - ",- 1, I", ll� I I- ____ - - I I I I'�, �" I , , 1, . I I I I ', �,, lz� 1, 7"�,,. , I . I . . 11 I . I I . . _ ,�,�'I'l -1 "" , ,,I I -_ - I . . I I � I ,� I I I :1 �" ". I ", 1,, I .:,�_ i . , Y � , �,�,,' . . I � I I "I _,N',� , .11,- ', '111�1.��, � . . I . . I . . . . � . I . . r",,,, , �� ,�� 'l� �",� 'Ll, ; I . I . . � I . I . �I . . I . � � I I I � . I . I I . . I . . .I I I r,A,4, ; � I� , I � . . . . I �. I I � I A I . - � � . � � I � I I I a 2 i I I . . . I I I I ,, . I I I I I . ; I ./ . . . I . ; � I I . . . . . i PROJECT: PROJECT: . iI . . STORM WATER POLLUTION PREVENTION FL6Td . I"" STORto M WATER PQILUTEON PREVENTION PLAN . INSPECTION AND MAINTENANCE REPORT FORM B 8 6* VINYL SHEATHED EAW STEEL. CABLE Lo ENSFEpitQN AND MAINTENANCE REPORT FORM (( P7afT LOS BREAKING MR NGTIi) WITH . OPTIONAL, POST POSITIONS 2 CAL'VANfZEO CONNECTORS TOOL FREE DISCONNECT) I co N n WITHIN 24 HOURS OF STRUCTUPAl. CONTROLS 4 PRINCIPLE POST POSITION CLOSED CELT. SOLID P C FaAM t T I TO BE COMPLETED EVERY 7 DAYS AND ITH N . (CANTED 2f]` TOWARD FLOW} C1. LOSED CELL. P C FOAM F-LOTATION (B" DLA, EC�UIV, (i2 LBS, . �°9 A RAINFALL EVENT OF p.25 INCHES OR MORE . f (FA COLLAR LCAR CONNECTOR O tR EOUI6, (1 T LESo PER I T. BUOYANCY). . DATM-__�_.,.-..._,.�......_ PER FIN DEA .11 I . . F$Oal OPTIONS: 2" x 4" OR 6' MAX. I 0 p PER T. BLIOYAN . EARTH OIKESfSWALES 2 1/2 MIN, CIA. WOOD; STEEL POULTRY MESH OR ___.__..._ 1.33 LBS/FT.. MIN,) FILTER FABRIC (IN TYPE A FENCE FABRIC � uj � . ES OIKEJSF4ACE IS THERE EVIDENCE OF CONFOEMANCE WITH T'-€ 5,d8' POLYPRO R PE I �$ I I FILTER FABRIC - 600 LBS; BREAK 0 �I �3 . . DIKE OR FROM TO STABILIZED 7 WASHOUT OR _-_ . _��EG, 085 FOOT SPEC,) I I cl8 OZ. IJYL.ON REINFORCED �' 88 0�, NYLON REINFORCE TRENGTH) -�. � SttiALE OVERTOPE'€tdG ° €I. I PVC FAERIC (3£30 PSI TESD SS PVC FAB}TIC (3OO PSI TE INSPECTOR,___, - DATE: �__ ,_._----_ �-_._._. _ -__ � � R , 1€ I I I I SILT F105i' S 6/16® GALVANIZED .. WITH ILACIND GROMMETS 1/4". GALtJANIXI I3. . .I � e- I I I I I I I . "TRE PL.AT`E � 11INSPEpTOR°S QUAL€FECATIONS: I� CHAIN CkdAIN _.-.....- - ....._-._....--__.�,ww _---. - _ I ra z - 1 1 1 1 I T`(PE 1 1 D : .5i STD. SINGLE Pe°NEL FOR DEPTHS 5' OR LESS, q T`PE � 0 . . @ V 11�_ _ _ .....,......----_.-:-.- --- -- ___-\ Ca O 5 STD, ADDITIONAL PANEL, FOR DEPTHS GREATER THAN 5), < . I (( - .. ' CURTAIN REACT# BOTTOM UP TO I�EI�TIIS (8F 9D T4Va 2 IAELS Ta B£ LL __�� ___ ELEVATION Tlt�lJ T USED FaR DEPTT�€S GREIaTER THAN 10 UNLESS SPECIAL. DE S `3PEarFICr�i.ep1° � _-.. D FCR I . HEP OR AS C)ETERIv11h1ED BY THE.ENGINEER, _ .. I . . .. . _ _ . 1. - _ _:- f DAYS SINCE LAST RAINFA1.LL: AMOUNT OF LAST RAINFALL ..._....,..,_._______... INCITES _ ° CALLE N T DANS FLOATING TURBIDITY BARRIERS 1,�, I� . . TYPE III SILT FMENCE - U) 0 UJ MAIN 'NAN.CE REQUIRED FOP. EARTH DIKE SWALE I TE / 2OM STAJILEZATIpN MEASURES POST LtT3Sa 2" >e ; E � N. DIA, WOOD; STEEL € P�ELItYRY Id£.'�att (2a> GA. MIN.) a° MAS 7:k� ~.�3 LBS/FT. �I@N.) Izq . ...--_�� ,,.-.,,----- OR TYPE A FENCE FABRIC OPTIONAL POST POSITIONS .20. PRINCIPLE POST POSITION " -- ---- - INSF*EGTRQN AREA DATE SINCE DATE OF ._.....w.............. ........,"__��_...._ _ _ . , ....- ,.,.....�,,.,.,. {INDEX NO. 452 & SEC. 985 I (CANTED 2a TOWARD FLOW) � TB BIZ, NYLON REINFOFI�£Ei. < STABLEZEO ? (DESCRIPTION OF LAST NEXT (YES/NO)DSTABILIZED WITH AOR`SI[tQN . ..:_ �� _.-.. ,�....,.� .,_...............:.............",....._ -_ I FOOT SPED.) F . . *� . LOCATION) DISTURBED DISTURBANCE � w . . LEGEND F � PVC FABRIC ( aa PSI TEST) P�aT (OPTIONS: 4" x 4" OR t 1Q' MAX.. I TQ BE PERFORMEn BY: _ ON OR BEF®P.E: __ _ __ ;3' MIN. DIA. WOODT STEEL II L acAT70N5 I POULTRY MESH OR _ I 8.33 LBS/Ff, MIN.) -I A FENCE FABRIC w "' O Ll AREA _ 0 C3.' . NLET OUT+�ALL TURBIDITY CONTROLS i TYPE CATCH BA.SIFds CURB C �� . 11 REaGE aR Ft FILTER FABRIC (IN I I FUER FABRIC m w - -_--..,. I 1 Trz MOOFtINO.BUOY Vbj ICHOR frd ARE TURBIDITY ANL^ nDENCE - ARE TURBIDITY DOES SILT NEED TO I 0 €I i I. CONFORMANCE WET7I epi _ . STRUCTURE/ s FROM ARpIIND I m n 1 @ r @ .SEC, 985 FDOT SPEC.). 1 € SILT FLOW � --a ANCHOR � ,7 . CONTROLS IN OF CLOGING/WASHOU CONTROLS IN NEED BE REMOVED F O E I I I 1 OUTFALL W 2 I € _ BARRIER MOVEMENT DUE PLACE OR BYPASSING 7 OF REPLACING CONTROL ° 9 . I t-�--------- I. __- _.-_.._.._ - TD ers11 I I I€ _ - TQ aL1RRENT ACTION - .. Ili _ . � TAIEQ T1 �IITt' Bd2 �E . { TI�JPr � _ * SLOPE . . ._ . �. �-. � I . ELEVATION e , PROPOSED TOE OF E _�_ - T,(PE X11 SILT FENCE �/ � R ISTIPd ` e . � L___ ::::��L___� .. . . CAUSlA •y .�„, � . . wq SHARE LINE N . FCO . . MAINTENANCE REQUIRED FOR CATCH BASINJpURS INLETS/OUTFALL,S TURB€DITY CONTROLS; � � E . STABILIZATION REQUIRED. . . x ® a m s UOTIaN ...�, -----___._._.. �..w..__._�.._� .� Ir �"-•. M r .. _'-. �O+ . SI•ii3R Eli ftE I.@Id£ N E LIN UOT10 m,®�®.�..,e„� �.....,_...,,_...._...: _ _ _ ...•.. .._.._....�....�� _ -t---.-,-� LII . a -- ,�_ . . . 4,t - �__ _ Baa° - - - . . . `` I ...� � TTS aF CONSTR __ 3-i . ON LTR ETEFORE. _ TO BE PERFORMED BY:----- OFa OR BEFQRE:_� . _ ,, t BAEErER TO BE PERFORMED 63Y:w _ __ - _ r `� \ AIOT£: -rn 'T . . ��t P& 2 OF 4 z_ M. t t I p BARRIERS FOR FLOWING STREAMS AND TIDAL ° � PAGE OF 4 1 f \. �\ v \ I ! 8 . . - STRUaTUIT£ ALIGNIAENT . . . 1_E . r'. - \_�_ , . CREEKS Y 3E EITHER FLOATING, OR STAKED TYPES 4.,, .•-% �� l , - A �: y . OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE ' '\ -.., fT 4 CONDITIONS AND MEET EROSION CONTROL AND WATER a r n (iI C83ALITY RE�IJIREIAENIS. TSE BRIER TIPE(S) WILL .. . .. p8t �., ' __ r., . - I� ,P' I 11 BE AT TFIE'CONTRACTORS OPTION UNLESS O ERWISE PROJECT! - PROJECT: ^,'C ,•.�( ,. `" NOTES: SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL . �' r � IES OF WATER REGARDLESS OF WATER DEPTH. BE UNDER THE PAY TTEMR(S�O ESTABLISH IED INDTHE I . 1, TURBIORY BARRIERS ARE TO BE USED IN ALL. PER BOOB e` . TYPE III OR TYPE N SILT FENCE TYPE III OR TYPE IV SILT FENCE PROTECTION. 2. NUMBER ANIS SPACING OF ANCHOR'S DEPENDENT' ON CURRENT.VELOCFTIES> PLANS FOR FLOATING TUB TTY DAPPER AN ,d OR AROUND DITCH BOTTOM INLETS, 3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCT@ON OF'EFdATCONS. STAKED TURBIDITY. BARRIER. POSTS IN �IAK O � STtSRM WATER POLLUTION PREVENTEQPd PLAN 4. NAV1WgION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION 83PERda110NS. TIOSMOT4 BAER@ERS TO B£ INSTALLED D @N VERTICAL STORM WATER POLLUTION PREYENTI4N PLAN POSITION IND ESS OTHERWISE DIRECTED TSI' THE DO NOT DELAY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING , . . ENGINEER. INSPECTION AND MAINTENANCE REPORT FORM . . WATERCOURSES. SILT.FENCE'S ,ARE TO BE 1}SED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS . INSPECTION RNO AAA€PNTENANCE REPORT' FORM USED AT PERMANENT BODIES OF WATER; TURBIDITY I3Af�I�IER APPLICATIONS CL COL. I I SEDIMENT BASIN ., . SILT E-P,.�* CE APPLICATIONS TURBIDITY BARRIER - 1 -_� ,..-.. CHA14GES REQUIRED TO THE POLLUTION PREVENTION PIAN: . . ANY VADENCE OF IN EPTH OF SEDIM1.ENT SID CONDITION OF OUTFALL PROM _ __ _ _ _� _ -- __-__ , nwI DEPTH OF SEDIMENT OVERTOPPING OF THE _ _ _- ®- .� .ice,-- T BASIN BASIN SEDIMENT BASIN __.�_- . EMBANKMENT 7 ____7- - ---.-..------.....,,..w.... .........- __ _115..,-..,1�' 1\ J.a _-__-._a_ - r �- ___;� . __ ___ L .•s� - \-.>>�.•••-.'� SILT FLOWI 1, . �I . ____ -,o-,-.-,-......................._.._------..---. -.-.,......._..�....�...:._____.--,. . _ ~WtEw- - SIL FLOW 11 r .------- �.,,""..._:....,.._._ -----,-_---.---�_- _®..�:.�.,.�.,m,_ ------_..................._:_.,_._ _ _..@ °^„"'.' ! ��. . ° m em...e,.A.......--•--'-•-----•---.....................n..+•..... . .......-...•.+-••...---,._-_---_..._..--.....oe�..-�---..--......o...m,�....,,,.,.,,...,. --•--• �- LNOTE: SILT FENCE TO BE INSTALLED _....-...�_,..- _,._� . _.-_. -- I . ------------: : .--.... - _-.. ._.,._ -��_ - ' I, 1 A Ill tvf U M OF �' FI�QIv� A I' REMAINING A f I�I P�i� . - _-_.7 --•- --•. PROTECTED TREE. ' TYPE IV SILT FENCE TYPE Irl SILT FENCE . MAI NTENANCE REQUIRED FOR SEDIMENT BASIN: REASONS FOR CHANGES: NOTE: SRVING FOR TYPE III FE=NCE TO BE IN . . , AC,CCORDANCE WITH CHART 1. -- - _ _ _ -.w. ....._- ..---._......-..�... ._... __---_�-........ _ ____ ®� _ �_ - � _ �� _____�.�----------- SILT FENCE TYPE 1 I I I V - , ,_,._ _ __ ,__..,._.,,...�a _ . �____ _ --- _ _ - _ _ _ _ _ - P I.'i. . _........-_.�...�.�.,.,.� ....�...._ .----. ..---__-----�----.-.-._ TO BE PERFORMED BY:- �_�__ ............ QN OR BEFORE: _ . _. -----m-_--.._--®. m--_ _-.,.._..�.,..�......M........_._... �.�..._�, ....,..:.:.• NOTE TO CONTRACTOR �yO g�� SEDIMENT Ng ETHER CONTROLS m TiYNOTES I , _ w - - -� va �� W m � . THIS IS THE CO 'ORS CERTIFICATION RE€2UIRED BY THE EPA°S NATIONAL POL€€JTrON DISCHARGE EL@MINA`,'i;? . STABILIZED CONSTRUCTION ENTRANCE. SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITS OAR 5 ACRO, THIS T' 20, THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS CEFiT1FICATIni MUST 13 COMPLETED WEEKLY ARID AFTER EVERY RAINFAtI EVENT OVER 0.25 INCHES. IT IS �. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF . r. ----�----..,'T UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED As NEEDED ITS'THE CONTRACTOM NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT sAsltlD GRADE IN MADE AS °NEEDED. IS THE GRAVEL DOES ALL TRAFFIC Is THE CULVERT I CET3TIFY U P DOES MUCHUSE THE BENEATH THE ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ALL DITCHES AND SWALES AT COMPLETION O�' COI�ISTRUCTION> SEDIMENT GET CLEAN OR IS IT • STABILIZED ENTRANCE AQOORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUAUFIED 21, SEDIMENT' SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ,RACKED ON Tn, FILLED WITH 2, THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY ORIGINAL. DIMENSIONS WHEN TETE SEDIMENT HAS ACCUMULATED TO ° j ROAD ? SED€D WITH ENTRANCE TO WORKING? PERSONNEL. PROPERLY GATHERED AND EVALUATED THE INFORMATION LERVE THE SITE ? (IF APPLICABLE) SUBMrTTED,.BA.SEO ON MY INQUIRY OF THE PERSON OR PERSONS WHO I EROSION A�II)'SEDIMENT CONTROL DEVICES AFTER CDMPLEITON OF ONE-HALF. THE DESIGN DEPTH OF THE TRAM, REMOVED SEDIMENT SHALL '�'_---1___ MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR 1[ __.__�__ GATHERING THE INFORMATION, THE INFORMATION ONSTRUQTION AN3 CINDY WHEN AREAS HAVE BEEN STABILIZED. BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT SUBMITTED t5, TO THE BEST QF NY KBdnWLET3GE APiD BELIEF, TRUE, WILL NOT ERODE: . __. _._ ACCURATE, AND COMPLETE, TAM AWARE TTIAT.THERE ARE SIGNIFICANT , ADDITIONAL PROTECTION ON-SITE PROTECTION MUST BE PROVIDED PENALTIES-FOR SU8METTING FALSE INFORMATION, INCLUDING THE THAT WILL, NOT PERMIT SILT'TO LEAVE THE PROJECT CONFINES DUE' TO 22, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE 'BEST EROSION, . PEPIAI TT , - POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING k4OLATIONS. UNFORSEEN` CONDITIONS OR, ACCIDENTS. AND.SEDIMENT' CONTROL PRACTICES AS OUTLINED IN THE PLANS, . . SPECIFICATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT 4. CONTRACT R SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, PERMIT ,. . . I . ETC ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF . MAINTENANCE REQUIRED FOR STABILIZED CONSTRUCTION ENTRANCE: AC EPTANC".: 23. FOR ADDITIONAL INFORMA'nON ON SEDIMENT AND EROSION CONTROL --- m __ sEQNATURE:_- �� _ -� ' REFER TO °'TETE FLORIDA DEVELOPMENT MANUAL --- A GUIDE TO.SOUND _ �� - m_ __ 1 5. WIRE MESI,ISHALL BE LAID OVER' THE TOP DROP INLET $O TIHAT THE WIRE LAND AND WATER MANAGEMENT" FROM SHE STATE OF FLORIDA ._w_._ �....W.....,. DATE:.. �.�..., --.......��...-.__.. � r EXTENDS A MINIMUM Off' 1 E'�}OT BEYOND EACH SIDE OF THE INLET DEPARTMENT OF ENVIRONMENTAL REGULATION ((DER), CHAPTER 6, _ _ _ _ �� _ -- - I JI 3IrsT a E I STRUCTURE. HARDWARE CLOTH OR COMPARABLE MIRE MESH " ITIS 1/'2-INCL - 1 - S=�.\\_ - \ OPENINGS SMALL DE USED. IF MORE THAN ONE STRIP OF MESH IS 24. EROSION ANL SEDIMENT CONTROL BARRIERS SMALL BE PLACED ADJACENT. TO BE 'ERFORMED BY: --.:._.._...,.._-._,..�.�......--_... - ON OR EIEFpRE:� . . - �'=\--, - NECESSARY, THE STRIPS.SMALL BE OVERLAPPED. TO ALL. WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM PAGE 4 OF 4 4i �I4 -'SA PAGE n 4 \� �_-�1� '• WATER QUALITY DEGRADATIt�N, SEE DETAIL. SHEET FOR TYPICAL' \\%-,,, \1 --_ 6> Fi (3T NO,1: ;COARSE AGGREGATE SMALL BE PLACED OVER THe'IRE MESH CONSTRUCTION. _ ~ °\�\` " AS INDICATED CSN [�ETAI . TI E DEPTI I OF STONE SIIALIE AT LEAST 12 �Lt �sI� , } .- - INCHES t3EIIIE ENTIRE INLET OI�ENII�IG. TI IE STJNE SHALL EXTEP�L 2 , ALL DISTURBED AREAS SHALL 13E CRASSER. IER�ILIE[�, MULCHED ARIL . 8. SET POSTS AND EXCAVATE A 4 st 4° 2. STAPLE WIRE FENCING TO `� : 1 � FLATTED ��✓�a � .et �✓1� r14� ✓� r TR�NCI� uPSLOPE ALONG THE LrNE THE POSTS< ~1'a�' , �_, ,� � �,; - "= �\ "-%�! t BEYL ND I IE INLET 'DF'ENII G AT E EAST 1 INCITE LAN ALL SIDES. MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER I a ESTABLISHED. . ' . I ' _ . _ t ;�-I 1yt��_i��,-�,, X14 1 7. IF:THE TONE FILTER BECOMES CLOGGED WITH SEDIMENT THAT IT NO 2 . SOLS SHALL BE PLACED IN AREAS WHICH MAS% REQUIRE IMMEDIATE "A --- THE STONES MUST. BE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE - � � I LONGER ADEUENTLY PERFORMS ITS FUNCTION, . �; :. .. TION fit F LET, CLEANEI ANO REPLACED. NAINTAINEO. . 11 . p -A PULLED AWAY F2OM THE IN . / ' /f ./® /\ Lffi 41, ,'i// 6. DELETED 27. AN i� IISCNARGI FIC3M DEWATERING d�CTIITY SHALL ISE FII_ IEG ANI} . / ,/ / / // jam/' 1 i/�//ifs//i E. ,' -: +• _ ////i/fi, , \I CdN'dEYEI TO THI OUTI AI I IN A MANP�ER °J}#ICH F"RE'BENTS EROSION . I / r/ '�i�f /// t i ESs°IR€ s t- /�/ /. a ISE : ) Es"�4I _ - 1( . E I I€€I E I '/�/ /ri/ •�f/� } ®// / III€I R E I I € :�,/..:- a AND TRANSPORTATION OF SUSPENDED SOLIDS TCS THE RECEIVING OUTFALL. S S B f E //f�/'/ // ;! / C /. I I S E S l b:• /- r�. - •1 � / i E I I S ® r T / / / F 1 S ! I R At5 /!,�i® € IIIlIIIE I : `r/ ._ " .. /}i;'i'�i',` / € FiI€ERIR I „. • 9, DELETED /s/i/®/ ®i''i/ I € 3 R S I S E E S f /�f /'/j E!S f€19 I. ,..--, --I�. ._ MAXIM R g p p �-v rte- x�C''� F�I^ rr7 E^�•t ,t! ' 2S, DEWATERING PUMPS SHALL NOT EXCEED TIHE.CAPACITY OF THAT WHICH /,�.j//i/ / /' S I I 7 E e//// / / // r I I IV€AXIlY3 t„�E4�i Cid\7-4 S.dE V( 1 /a 6 t.d . e/i /�/`��/i' i'�/ / I I E I '/°ems/ ;�/,'/ii>�!ir ` -t_R I -°g REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHN .RIVER . '/ / /�. // f //i/ ./ s/ f R TRANSITION N OE 1 � MINIMI I '�/',/i i/// �,� / R' /�/i, F/� : Ie - ,� 1O> THE FILTr_R BARRIER SHALL BE ENTRENCHED ANIS BACKFILLED. A TRENCH "ATER MANAGEMENT DISTRICT � . . / / // r/ i ._ / // ® 11 . / /i��,'/ .: , 4 r // .::, I \ �. \ SHALL BE EXCA'V'ATED AROUND THE INLET AND WIDTH OF A BALE TO A ' I.' - , . �>• 11 � ` _ -A.-- -- - _ IaIINIMI�M'„ OEPTiH OF FC#UR INCHES> AFTER THE DALES ARE STACISED, 25. ALL DISTURBED AREAS TIC. BE STABILIZED THROUGH COMPACTION, SILT 4. \rl*---. -�`'-�Y�/- TI-IE EXCA�ATEI� SDI, SI-TALL DE I�AC°I�FILI•.EI� AI�I� COI�I�,�,CTEI:} AGAINST SCREENS, HAY BALES ANIS GITASSINO, ALL FILL SLOPES �;1 CIS STEEPER THE FILTH L, IIRIEI�, 1 . TO RECEIVE STAKED SOLID SOD, . 4. BACKFILL AND COMPACT THE . EXCAVATED SOIL., DIVERSION OR DIKE P 11. DELETED 30. ALL DEWATERING, EROSION AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTION AND BE REMOVED ONLY .WHEN AREAS . LEVEL SPREADER HAVE BEEN STABILIZED, 3, ATTACH THE FILTER FABRIC TO r t THE WIRE FENCE AND EXTEND €T . -- ... 31. THIS PLAN INDICATES+ THE MINIMUM EROSION AND SEDIMENT CONTROL . 12, DELETED tNra THE TRENCH MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE _ a - ®/, , i 3 I SLOPE CSI FLATTEF?�� IIS _ y, ®� 13 DELETED EOR MEETING ALL APPLICABLE RULES,` REGULATIONS ANO WATER QUALITY . INE M TO IN A N CONTROLS, . . - ° I . . /i'/se''/`'� i / ; ::; .:..:..: 1 LETEI 32. ALLEXCAVATIONSANDNEARTHWORKTSHAL.L�BE DONE IN A MANNER To DE / �,'/®i/%/� die/� /,//i®'`i..�:•::., t p MII�. MINI IZE WATER TURBIDI"IY AICD POLLUTICIN, DISCHARGE SHALL BE . i///®/ i.i ei�/ /�/,�/,}/ �T CONTROLLED AND REROUTED THROUGH HAY FILTERS, SILTATION DIAPERS . �� - __ ; ,.<- "'- COMPACTEDSAIL 16> NECESSA;RY REPAIRS TO BARRIERS SMALL BEACCOMPLISHED PROMPTLY, AICD SUMPS, TIHE CONTRACTOR SHALL BE RESPONSIBLE FOR THIE -. , CORRECTION, CONTROL AND ABATEMENT OF EROSION AND //�/////��,�/ / s._ " ... ' , WATER PIOLNLIITIC)N IN ACCORDANCE WITH CHAPTER 17-3, FLORIDA /�'ii/® i ,/i�,�/� y � 16. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL, THEY ADMINISTRATIVE CODE. . 1 / `,/jf 'i' EXTENSION OF FABRIC AND PI�ST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES , ' _.. WIRE INTO THE TRENC I: , ' APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 33, TINE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF AN f SEDIMENT _ .... � 1 . - 1. °.0 ---- FLO°�I THAT LEAVES THE SITE AND CHANGES ANY DOWNSTREAM CONDITIONS. '" / °- 17. AhIY SEDIMENT DEF�t)SITS REMAlIiNG II*I PLACE AFTER THE BY RAI GING CHANNEL IOTTOMS ANDfOR CLCIGGINC CbIJTTALL CULVERTS. I 1 . R �� \ ��, `\� q. \ `�, 11 �\ \ �\ /\; BARRIER IS NO LOPJGER REQIIIREL SHALL IIW DFESSED Tia CONFORM TO , f I e \ �\ \ \ \ \ \ '. `\ \ { '((IIf 1 /\/`` �\/\j/\/\%e \�\/\ � `%r ` / " r \ • \/ />/ `/ THE EXISTING GRADE, PREPARED APD SEEDED. 34, THE 'ONTRACTOR SMALL PAY FOR ANY WATER QUALITY CON Ldl(}LATIOI`�5. FILTER FABRIC j! /.' // 6/\.'//;\/I\ /,\z�`\f ,,r//'°„//'z,\/\/>\/ X'/ . . /°` �i' ,''/.�!:./ ,•�i;'"'\, \/ ' I, FROM ANY AGENCY THAT RESULTS IN FINES BEING ASSESSED TO TIHE �r :�' . •a 18. SILT FENCES AND FILTER BARRIERS SMALL BE INSPECTED IMMEDIATELY OWNER BECAUSE OF THE CONTRACTORS FAILURE TO ELIMINATE TURBID =;`3 - ) I �, MIN. AFTER EACH RAINFALL AND AT.LEAST DAILY DURING PROLONGED RUNOFF FROM LEAVING TETE SITE AND RAISING BACKGROUND LE�AELS1�Its„.1 �. 14 GLUT OR FILL SLOPE ---- ---- RAINFALL, ANY REQUIRED REPAIRS SMALL BE MADE IMMEDIATELY. ABOVE EXISTING BACKGROUND LIEVEL, - 11 . _ . 11 _ , . _. .• . `TEMPORARY DIVERSION DIKE • 19, SHOULD ,H FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE (! . OR. BECOME INEFFECTIVE PRIOR TO TETE END-OF THE EXPECTED USABLE , V q°g%W„eeee mom'= LIFE AND �. e BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE CONSTRUCTION DETAILS FOR �)ILT . FENCE �QI�/ER�I I\I C�\E-- "., I REPLACED I�RiTMPTLY< - ---- . N.T.S. N,T.", - z� 1�11. ` . ;` o cq LjI TES FOR. T L TI ,eee,.,., .B.B., ON zo B Y GE TO CITY STREET . 0 . 23. E XISTING ASPHALT SMALL BE SAW-CUT IN STRAIGHT LINES FOR ALL TRENC�IE > AN DAMAGE THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LO CATLON OF ALL UTILITIES AND FOR 3 SEPARATION BETWEEN WATER MAINS. AND SANITARY R STORM SEWER MANHOLES CURB SIDEWALK OR OTHER MATERIAL SHALL BE REPAIRED AS DIRECTED AND APPROVED BY THE DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION. CALF UTILITY CONTACTS AND SUNSHINE STATE PAVEMENT, , ,€ SS THROUGH, OR COM INTO CONTACT WITH ANY PART OF A DIRECTt�R OF PUBLIC 'CORKS. DENSITY TESTIPI MUST BE CQQRDDINAT D WITH THE PUBLIC WORKS INSPECTOR SERVICE SDG-432-4770 48 HOURS IN ADVANCE OF WORK. (A) NO WATER M #1I SHS:,,.L PA P ONE-CALL { ) SANITARY SEWER MANIHOLE: — 24e THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE THE CONTRACTOR SHALLB WATER MAINS SHALL NOT BE CONSTRUCTED QR A TERED TO PASS THROUGH OR COME INTO CONTACT PIPES OR OBSTRUCTIONS AS REQUIRED, I CONDITIONS. WITH, ANY PART OF A STORM SEWER MANHOLE Q INLET STRUCTURE. WHERE IT IS NOT.TECHNICALLY 25. ALL EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM THE BEST AVAILABLE INFORMATION. THE � Y FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE ISA � LOCATIONS OR GRADE OF uj CONTRACTOR SHALL ARRANGE FOR AND PA OWNER SHALL NOT BE MELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN TIME L � G TO THE JOB. CONFLICT IN THE ROUTING OF A 'WATER MAIN AN A STORM SEER AND WHERE ALTERNATIVE ROUTING � R LOCATION OF ALL UTILITIES IN AND/OR JEA SPECIFICATIONS PERTAINING OR IS NOT ECONOMICALLY FACILITIES OF THIS TYPE, THE CONTRACTOR SI�IALL I:�E HELD RESPONSIBLE FOR OF THE WAITER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE BA ALL MATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS SENSIBLE), A SPECIFI{s PERMIT MUST BE OBTAINEDFROM DEP PRIOR TO CONSTRUCTION OF ANY CONSTRUCTION AREA. LOCATION SHALL BE MAGE 1N ADVANCE OF CONSTRUCTION IN ORDER THAT CONFLICTS. REFERENCES JEA SPECIFICATIONS WITH UNLESS SHOWN OTHERWISE. THE CITY OF, ATLANTIC BEACHMAY BE RESOLVED. CD EXCEPTION. S AS SHOWN ON THE PLANS OR IN THE NOTES. - , 26. ALL PIPING ARRANGEMENTS AND LOCATIONS, AND LOCATIOPS OF PIPING LOT SHO'1N, SHALL BE F1OPERLY '�` EXCEPTION P (4) SEPARATION BETWEEN FIFE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER QR CITY OF ATLANTIC BEACH C IED MATER PIPELINES, AND ON—SITE SEWAGE TREATMENT AND DISPOSAL REFERENCED AND RECORDED ON. THE RECORD,"AS--BUILT" DRAWINGS. .-�' w � � UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE C STORMWATER FORCE MAINS, RE LAM , ANY LINES ARE IR HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT PUBLIC WORKS DEPARTMENT 247-5834), TWO DAYS.NOTIFICATION IS REQUIRED BEFORE SYSTEMS. NEW OR RELOCATED FIRE 27. SPECIAL PAY LIMIT FOR ALL DRIVEWAYS, REMOVE AND REPLACE.DRIVEWAY AND LITTER TO EDGE OF ASPHALT r TO THE EXISTING UTILITY SYSTEM. THE DRAINS ARE AT LEAST THREE FEEL' FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER CONNECTED PAVEMENT. REPLACE MIAMI CURB AND GUTTER IN KIND. GRADE TO DRAIN: „ — BP FORCE FAIN, OR PIPELINE. CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-510, LL HAVE A MINIMUM OF. 3D COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36 ALL WATER MAINS SHA LEAST THREE FEET AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM 7 F.A.C,; AT P 28. ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE'EXISTING GRAVITY SANITARY SEWER SHALL BE MINIMUM COVER IN PAVED AREAS. WATER AND SEWER MAINS ARE DESIGNED TO FINISHED GRADE AND SHALL TYPE SANITARY SEWER; IMT LEAST SIX FETP AND PR FERABLY TEN FEET',.-FROM ANY EXISTING OR PROPOSED P INSTALLED AT EXISTING MANHOLE INVERT ELEVATIONS, AND WITH UNIFORM SLOPE QR GRADE BET tiEEN B€ PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED GRAVITY OR PRESSURE TYPE SANITARY SEWER, WAS WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED INVERTS. GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED BY ENGINEER, . PREPARE CUT SHEETS (F.A.C.) LOCATION OF WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., ALIT AT LEAST TEN FEET FROM PER. SPECS, HORIZONTAL AND VERTICAL. SEPARATION SHALL BE AS SPECIFIED IN .CODE 62 555,34 ( � gq WITH INVERTS AND CALCULATED GRADE P - . ANY EXISTING OR PROPOSED 'BON SITE SEWAGE-TREA MENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION PUBLIC WATER SYSTEMS MAINS. ,A.C. AN EXCEPTIONS REQUIRE PRIOR APPROVAL OF DEP AND 29, ALL EXISTING WATER PIPE INCLUDING SERVICES SCHEDULED TO BE ABANDONED, SHALL BE REM05 D IF WITHIN I HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAIMS AND SANITARY OR STORM 361.Q065(2�y F,S., AND RULE 64E-6.002, F SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON--SITE THE CITY OF ATLANTIC BEACH. TRENCH OF NEW WATER FAIN, OR WITHIN TRENCH OF NEW SERVICE, UNLESS OTHERWISE DIRECTED, SEWAGE TREATMENT AND DISPOSAL SYSTEMS, 30. IF WATER IS NEEDED FOR CONSTRUCTION ACTIVITY', A CONSTRUCTION METER AND BACKFLOW PRE°ENTER 8. MECHANICAL RESTRAINTS ARE REQUIRED WHERE WATT MAINS AND FORCE MAIDS ARE TERMINATED, AT ALL A NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A ®31 —37 AND S-38. 'MECHANICAL SHALL BE OBTAINED FROM CITY OF ATLANTIC REACH PUBLIC UTILITIES DEPARTMENT, � � TEES AND OTHER FITTINGS AS SHOWN IN JEA CONSTRUCTION DETAILS W , '� ." ' HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER ! TO BE MEGALBUG TYPE. .MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER RESTRAINTS 31. ALL FIRE HYDRANTS TO BE FAINTED YELLOW. OPEN LEFT. INSTALL BLUE HYDRANT MARKER fhJ ADJACENT P FORCE MAIN OR PIPELINE CONVEYING RECLAIMED MATER REGULATED UNDER PART III OF 9. UNSUITABLE MATERIALS UNDER WATER AND SEWER MAINS SHALL BE REMOVED AND REPLACED WITH SELECTED PAVEMENT. CHAPTER 62610 FeA,C. BACKFILL, PROPERLY COMPACTED TO 95% OF MAXIMUMDENSITY. 32, ALL WATER AND SEWER SERVICE AND VALVE LOCATIONS SHALL. BE APPROPRIATELY MARKED AS FOLLOWS (SAW CUT). to 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CITY RIGHTS,—OF—WAY WITH THE PROPER AGENCIES � � i(B) I NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A MAINTENANCE O TRAFFIC AND.METHOD OF CON �—RUCTION AND REPAIR. WATER SERVICE W" ON TOP OF CURB, (6 FROM EDGE QF PAVEMENT IF NO CURB & GUTTER) HORIZONTAL. DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN FOR MAIN I SEWER SERVICE g BBS" ON TOP OF CURB. (6" FROM EDGE OF PAVEMENT IF NO CURB & GUTTER THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED 11. ALL POTABLE WATER ARID SEWAGE FORCE MAINS 4 IN HES AND LARGER SHALL BE C-90(I DIT 18, CLASS 150y PB PP BP VACUUM TYPE SANITARY SEWER. PVC OR DUCTILE IRON, CLASS 150, OR BETTER, UNLESS OTHERWISE NOTED ON PLAN SHEET, VALVE V ON TOP OF CURB, (6 FROM EDGE OF PAVEMENT IF NO CURB GUTTER) (G NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A 12. ALL GRAVITY SEWER MAINE SHALL BE SDR 26 PVC CONFORMING TO ASTM D3040 OR DUCTILE IRON CLASS 50, 33, ALL WATER SERVICES SHALL BE SCHEDULE 40 PVC. NO POLY SERVICES PERMITTED, ALL SERVICES MUST HAVE HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE CONFORMING TO ANSI A21..50, AS REQUIRED, OR BETT R, DOUBLE STRAP TAPPING SADDLES WITH CORP, 'TOPS AT THE MAIN. N AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OUTSIDE OF THE WATER MAI 13, ALL GATE VALVES SHALL BE NON—RISING STEM TYPE AND SHALL BE SUITABLE FOR 251T PSI NON—SHOCK WORKING 34. WATER DETER BOXES TO BE POLYMER CONCRETE METED BOX PER JEA WATER LIETAIL W13 AND W�A 2 OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE PRESSURE, GATE VALVES SHALL BE MECHANICAL JOINT OR FLANGED, VALVES SHALL BE IRON BODY, BRONZE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62�-610, F,A.C, y�; FITTED. . VALVES SHALL BE CLOW, M�cH,`MUELLER, OR APPRC3VED EQUAL.�°' VALVE BOXES WITH SCREW � " ' wed � .. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY SHALL BE OF CAST IRON CONSTRUCTION, 3/8:IN:CH,MINIMUM "BALL THICKNESS AND SHALL.. BE NON— 35: MANHOLE COVERS TO BE PAM REX—HINGED CO.VL. `. AVAILABLE THROUGH PORTER ASSOCIATES, 352-589-5688. TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE TAACKYEXTENSIONS AENAMEL COATED. THE WORD "SEWER" SHALL BE CAST IN THE COVER FOR VALVES ON FORCE MAIN. TACKY TAR WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. ALL GATE VALVES INSTALLED SHALL OPEN BY TiIRNlN TO SHF DEFT (COUNTER—:CLOCKWISE}.W�IEN YlEWED 36, ALL SEWER SERVICES MIST HAVE INDIVIDUAL CLEANOUTS AT THE PROPERTY LINE: RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL , :SHALL HAVE RESILIENT SEA S. i(D) NEW OR FROM THE TOPVALVES 37. MAINTENANCE OF TRAFFIC PLANS TO BESUBMITTED TO CITY ENGINEER 7 DAYS PRIER TO START OF DISTANCE OF AT LEAST. TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF 14. HYDROSTATIC AND LEAKAGE TESTING, AND DISINFECTION OF THE WATER MAINS INSTALLED SHALL BE CONSTRUCTION. COORDINATE IN FIELD WIT" CITY INSPECTOR, ' ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN PERFORMED IN ACCORDANCE WITH AWWA STANDARDS AND FAC CHAPTER 62-566 , A REPRESENTATIVE OF THE SECTION 381.0065(2), F.S,, AND RULE 64E-6.002, F.A.C. CITY OF ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTA11C AND LEAKAGE TEST, THE TEST IS TO 38, ALL WATER/SEWER CONSTRUCTION MUST BE PERFORMED BY, A FLORIDA LICENSED UNDERGROUND UTILITY VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS° BE CERTIFIED BY A REPRESENTATIVE OF THE DESIGN NGINEER; CONTRACTOR. (2 RECLAIMED WATER PIPELINES, 39, LOCATE WIRING - LOCATE WIRING SHALE. BE INSTALLED ON ALL PVC, DI AND HDPE WATER MAIN PIPING WASTEWATER OR STORMWATER FORCE MAINS, AND 15, FLUSHING AND DISINFECTING OF WATER MAINS TO BE COORDINATED WITH CITY OF ATLANTIC BEACH PUBLIC AND SERVICES LARGER THAN TWO INCHES, AND SHALL BE TESTED AS PER JEA SPECIFICATIONS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR UTILITIES DEPARTMENT. PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER SHALL BE 40. IT SMALL BE THE CONTRACTOR'S RESPON98ILIT;Y AND AT THE CONTRACTOR'S EXPENSE TO PROVIDE THE CITY OF ATLANTIC LAID SO THE OUTSIDE OF THE WATER MAIM IS AT LEAST SIX INCHES, AND PREFERABLY 12 16. BACTERIOLOGICAL TESTING OF WATER MAINS TO BE PERFORMED BY DOH CERTIFIED LABORATORY, PAID FOR INSPECTOR. BEACH WITH "AS--BUILT" DRAWINGS ON MYLAR OR IN FORM AS REQUIRED BY THE CITY, AS WELL A ELECTRONIC FILES IN INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE, AND ARRANGED BY CONTRACTOR, COORDINATE ALL ACTIVITIES,WITH CITY I AUTOCAD LT 2006 OR OLDER.STATE PLANE NAD 83 EAST ZONE FEET VERTICLE NAVD 88 FEET, THE CITY'S TECHNICAL HOWEVER, IT. IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 17, NO CONNECTION TO EXISTING POTABLE WATER SYSTEN SHALL BE ALLOWED UNTIL ALL PROPOSED WATER DESIGNER & GIS TECHNICIAN SHALL BE GRANTED ACCESS TO THE SITE AND TO AS—BUILT DRAWINGS DURING CONSTRUCTION, E GATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR LINES HAVE BEEN PRESSURE TESTED, DISINFECTED AN CLEARED FOR SERVICE, (B) NEW OR RELOCATED, STORMWATER FORCE POST CONSTRUCTION TELEVISION INSPECTION AND 5% DEFLECTION TEST SHALT_ BE- REQUIRED ON ALL GRAVITY 41. CONTRACTOR SHALL CONDUCT TEs TO DETERMINE IF POLYETHYLENE WRAPRC OF DUCTILE IRON FITTINGS IS PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORM CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE 18 REQUIRED, AS SPECIFIED IN AWWA—CI05, APP. A. RESULTSp WITH CONTRACTOR RECOMMENDATIONS, MAIN, OR PIPELINESEWER, A FULL REPORT AND TAPE OR CD AS TO C NDITION OF THE PIPE WITH PERTINENT DATA SUCH AS - WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER DISTANCE BETWEEN MANHOLES, a OCATION OF SERVICE 3, ETC., SHALL BE SUBMITTED TO THE ENGINEER AND WILL BE PROVIDED TO PUBLIC UTILITIES DIRECTOR PRIOR TO BEGINNING CONSTRUCTION, PIPELINE, HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER CITY OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTER D SHALL BE REPLACER OR REPAIRED PRIOR TO FINAL PIPELINE. ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. 42, HORIZONTAL DIRECTION DRILLING (HDD) OPERATIONS SHALL BE IN COMPLIANCE WITH JEA WATER AND SEWER STANDARDS (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF 19. SHOP DRAWINGS ARE REQUIRED AND MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION. MANUAL SECTION 750. WATER MAIN PIPE SHALL,. BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER FAIN R AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, 20. ALL INSPECTIONS AND TESTING SHALL BE COORDINATED WITH THE CITY. JOINTS WILL BE AS FA FOR ALL .OTHER PROJECT. NOTES, SEE PLAN SHEETS OR SPECIFICATIONS,. IF CONFLICTS ARISE BETWEEN PLAN DOTES AND THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM 2t THE CONTRACTOR SHALL SECURE ALL NECESSARY-PEI NITS TO WORK IN EXISTING RIGHTS-OF—WAY. SPECIFICATIONS, PLAN.NOTES WILL.GOVERN, ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST 21 . ALL DISTURBED AREAS SHALL BE SODDED AND MULCHED, OR SEEDED AS DIRECTED, AND AT A MINIMUM SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE RESTORED TO PRECONSTRUCTION CONDITION, MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. --------------- uj Lmj a DRAWNG NO. 77 1°l 08 NO 1 413 FILE.' 1413WSDET` §tALI I RE.' , JAMES M. L :A S,:RE7. 2370 SOLID COUPLER FOR DR35 AND DIP PIPS - SUBMIT SHOP DRAWING FOR APPROVAL � IF REQUIRED _ R/W LINE ALL PVC PIPES 2" AND SMALLER cs � �s ca WATER MAIN PROPERTY LINE 0� O� � c� � r� � � ra � ct � � cs 0 � SHALL BE SCH 80 OR SCH 40 _ 0 0 0 0 0 � SIZE VARIES ROI J 'AY TC3 F'/W LI14E VARIES METER BOX PRO)VIDEG Bl' )o 0 0 0 0t3� i �, � � � R1W LIGE 0 ca c� I ca ca r '� N r- WATER MAIN PROPERTY LINE 3 �_ CONTRACTOR IF REO'D° z INSTALLED -� ROADWAY TO W LINE VARIES METER BOX PROVIDED BY VARIES. bW/CURB ,STOP, METER TO BE INSTALLED BY CITY. - t SIZE VARIES vARIES. BORE AND JACK UNDER � ; � � "b ,; " z CONTRACTOR IF REO'D c� INSTALLED ,SEE SPECIFICATIONS AND .STANDARDS � PVC 1DR35L 8 DIP CLA SS 50 S PVC EDR35a W/CURB STOP, METED. TO BE INSTAI LEID BY OITY, PAVED ROADWAY AND CURBS 2%3/4" RED, ,� MAY USE EXISTING METER W/P APPROVAL., SEWER PIPE SEVER PIPE SEWER WIPE �' � VARIES BORE AND JACK UNDER SEE SPECIF(CATIODNS AND STANDARDS Rt }CIA`s Z1IB iH VARIES PAVED ROADWAY AND CURB 15;x. 3/4" RED. MAY USE EXISTING METER W/PW APPROVAL, I CORPORATION STOP � _. M . ALI . U ET ROADWAY WIDTH VARIES W/THREADS NO-NIPPLE 4' TYP PRO�ERTY LIo. ' 2" CORPORATION.CQRPODIRATION STOP Ia.T.s, . W/THIREAIDS NO--NIPPLE 2 CH, 40PVC �. _ I � CONTRAC,TOsR TO \ NOTE, . CD 4t TYP , c SERVICE PIPING - FINISH, Gi�A�. � �� ONNECT TO PRIVATE ,SERVICE 2" TEES SCH. 80 _ I DO NOT USE FLEXIBLE FERNCO OR EQUAL 2" SDH. 40 PVC SERVICE PIPING WITH NECESSARY COUPLINGS, FITTINGS s N.� uj t _ DOUBLE STRAP TAPPING CONTRACTOR TO COUPLERS. INSURE PROPER BEDDING Oar AT P,/ W LINE UNDER COUPLERS. . DOUBLE STRAP. TAPPING � SADDLE Wf CORP STOP 2:F SWING JOINTS CONNECT TO PRIVATE ,SERVICE. � � tri DO SCH, B(l PVC EKIS , .,.R NEW PIPE 1-1 SADDLE W/ CORP STOP NO NIPPLE WITH NECESSARY COUPLINGS, FITTINGS " O NIPPLE 2" SWING JOINTS -�` TWO EACH <' 0 6 MAXM A AT R,/W LINE 90° SDH, 80 PSC "` , ' �a TWO EACH IF R O RED. 1 � ''" M �`. Lo � r METER BOX SHALL BE DOUBLE , -__7............... WALL PLASTIC WITH TOUCH READ �.a LID, AVAILABLE FROM SUN STATE L _`UBLE ESTI E VI E ' �� - M€ETIER SUPPLY; �— N<T,S< ., PLAN GALVANIZED SINGLE ESTI VICE 1, BALL VA LVES N.T.S. NOTES USE . 1, FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS. UNION REDUCED 1PRESSURE ZON�ODITIONS 1 NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL � BACKFLOW PREVENTOR FROM i ALL NEW WATER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE, FOR OTHER ` SEE, E DE "AILS OTHER DETAIL SHEETS, AND UNDISTURBED ��NBRA��, WATTS �Ia F B�� 1 SOIL STANDARD DETAILS FOR THE APPLICABLE PLATES. FOR DETAILS NOT f C VE1 D .ICS STANDARD DEVILS, NOTE REINFORCING AND/OR TIE-DOWNS FOR CRADLE AND/OR 0 ENCASEMENT TO BE PROVIDED AS DIRECTED BY THE ENGINEER, R/W LINE USE FDO T OR CITY F• JACKSONVILLE STANDARDS. POSITION CRADLE AS NECESSARY FOR PROPER SUPPORT - 1" SCH 80 GALVANIZED INSTALL METER BOX AND TOUCH READ COVER DETAILE CRADLE RIFE ANf GAL' FITTINGS PAVEMENT PER CITY STANDARDSi CCLEANOUT FRAME ARID COVER, � I STANDARD THREAD CONCRE ; Lo PVC FITTINGS, SCREW CAP 12 MIN �_ OaURB _ � " GRADE, I SVbAINC 1 DiA. RO3UNI3 3tt THICK CONCRETE hIEW COh�IPACTEO L1M0TROC(C JtDINT PAD AROUND OAP,. BASE, f,1lta. C�(� MATCH FINISHED •..�.• NEW RESURFACING ' EXISTING CURB STOP CONNECTION TO BE E COURSE, TYPE III, 1 1{ ' MADE BY CITY OR 6" PVC PIPE AND FITTINGS CUT EXISTING PA`S'T, A,liO i�lil. OR HATCH EXIST, I I CORPORATION STOP PLUMBER IF AP'P'ROVED �� _ -� SPECIFIED PAY L11viITs METER wo BACKFILL AS �s. BASE vv/' STRAIGHT EDGES� FROM I I 1 1 1 DtMI E'AV'T, REPLACEMENT. — �• --UNDISTURBED SOIL w"x \ - EXISTING WATER METER TO OSE BBB . ~ STANDARD SEWER EXISTING � � + BEND BASF_ �` _ LIMITS OF TRENCH � , a° cn 22.51 WATER SERVICE LINE, LENGTH VARIES CONNECT T03 EXIST, SERVIO�E I LRFACE GRADE AREA 1 METER TO BE INSTALLED BY CITY . _.,.WIT.I�IECESSARY FITI°1NGS �� OR PLUG IF NO SERVICE, DISTRIBUTION MAIN 'F 4 STANDARD PVC SMER [ , , REDUCED PRESSURE Trr WYE, 6"X6" TRENCH � � LOCATION OF MAIN MAY MARY, ADJUST CONSTRUO�TIODN TO SUIT CONDI TIONS. _ UNDISTLJRBEIO SOIL � BACKFLOW EXCAVATICII I �_ T_ E iC3 :_ fF TIEIaCf IIIL)TH IS LESS UNDER ROADWAY, SERVICE DEPTH 24" MIN, �rr ;� 1 _ z THAN 3' WIDE. USE 40000.1 PS( CONCRETE � "� TAMP BACKFILL - -- k 2 '`"_ ` 2 � AS TOP SURFACE REPAID MATERIAL, TYPICAL E i I E ESTISERVICE D LE I� UT AS SPECIFIED : fi 6` THICK MIN: ia.T,�, SECTIuN CONSTRUCT TRENCH `: N.T.S, N.T.S WALLS AS VERTICAL - _Iaiil �_ AS POSSIBLE, USE _ cv 12"MAX. SHEETING AS RE Q'D. TYPICAL 6", _ Bo: PIPE INSTALLATION ION � � � CONSTRUCT DT USE LONG RADIUS 45" BEI'�IC;S---� w 3 4 g 6 7 8 9 10 11 12 13 14 15 16 I�i�C SE'xER _a _.._ _ STANDARD _ _� o_ L, CLEAN-OUT DEPTH IN FT, MAIN, DIA. VARIES - SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS ASPHALT CONCRETE PAVEMENT NOTE: DIMENSIONS MAY VARY 6,0 7.0 8,0 9.0 100.0 11,0 12,0 13:0 11•,0 15,03 16,0 17,01 18. 3 19.0 4 Magi, WITH EXISTING CONDITIONS. (WIDTH BASED ON TYPICAL. DETAIL) COMPACT HAUNCHING _ __ � MAIN AND SENDS TO ALIGN WITH EXIST, LATERALS. SOD/SEED/EARTH P MATERIAL TC MID PIPE O MAX, ADJUST LENGTHS AND FITTINGS. , ti 40 5,0) 6..3 7,01 8.01 9,0 10}.0311.012.0113.014.015.016. } 17<G �� .---"" ^__ (aV1DTH BASED) 3, TYPICAL RETAIL) I COMPACTED BEDDING 300 dig. SEE SP'EC'S. FOR MATERIAL L.R. BEND NO ADDITIONAL PAVEMENT REPLACED BEYOND ABOVE PAY LIMITS WILL BE ALLOWED EXCAVATION O>` UNSUITABLE BEARING WITHOUT WRITEN .APPROVAL OF THE ENGINEER. � PROPE NATE FODR I"IRE HYDB�LdT Ih15T�tI �,LO MATERIAL, IF REO °D. � ' .. ,, �.. �^ � LINE FURNISH AND INSTALL 1 BI--DIRECTIONAL RAISES) EGTA. T � � I TIL .. �{ EXPAND WIDTH F0)F? LARO3ER PIPE „ ' T REFLECTIVE MARKER, BLUE ON BOTH FACES, BY INCREASE IN PIPE DIAMETER. LOCATE AT PAVEMENT C LOPPOSITE EACH HYDRANT 6 SERVICE PAVEMENT�, - � --- EN�TALL TAPaiDARD ATTACH TO FINISHED PAVEMENT WITH EPDXY, ` PIPE, ALIGNED WITH SEWER WYES USING STANDARDS AND MATERIALS STATED LI IT PAVEMENT F ITE �_T....4FS dig PRODPERTY LINE W/6bb PLUG AT IwI�D, N.T.S. d IN FDOT SPEC> SECTION 7036. WYE HYDRANT COLOR YELLOW (TYP) PIPE EPL LACEMEN' T I T I PI A I PUMPER NOZZZLE TO CONSTRUCT 3/4" COLD ROLL STEEL ROD FACE STREET. STANDARD CUT AND THREAD} AS CONCRETE RINGS FOR _ CLEAN-OUT • STANDARD MECH. JOINT REQUIRED _ � ADJUSTMENT (TYP.) TEE SIZED AS REQUIRED � .; 30" MIN. MANHOLE FRAME de COVER __�~®� FINISHED? GRADE < a t" v �.. 1i2,t OwLEAR �` GROU b rr•�•-� SAI' ITA Y SEWER NOTE': FOR DOUBLE 'WYE, USE NECESSARY FITTINGS PIPs / . s� 7,r-'r/ ' .yjr; " MAII�3 AND BENDS TO ALIGN WITH EXIST. LATERALS. fi PIPE .,;,_ ,'' (FILL ANNULAR VOID /A , ; W/SANID AFTER SETTING) ( ( J 12" NOMINAL, '18" MAX. � CONSTRUCT � _" ;, 30 deg, STANDARD 9-1/2" 8 ` ' �L.R, FEND CLEAN-OUT MECH. JT. 6" VALVE SET FLUSH W(TI , . . . 2P_ §t' v OPEN LEFT l ,' I", .�, USE 3/4' NUTS BOTH. HYDRANT SUMP bt PA DEMENT OR SIDES 03F JOINT (TYPICAL) SEE BELOW 1°®�," �' GRASS .`,' . e°, ,, I � " 1D LOX" CONNECTOR OR USE CONCRETE THRUST 1 q�£3D3 MiN. y USE GRA E BLOCK AS DIRECTED NOTE: CONCRETE VALVE JACKET COLLAR TO BE PLACED �, : 3 O3 MAX. EQUAL, WITH 12" MIN, ADJUSTMENT TONGUE V . 6"" SERVICE WATER MAIN OVER ALL VALVES PER JEA STANDARDS � W 3gWAY FIR_ REINFORCING. ' .. PIPE �. NOTE: HYDRANT � 303" MIN. � �a 45 dere FIRE HYDRANTS SHALL BE iNSTALLE01 ,t CO3VER FINISH GRADE OR ," st gg 1 1/`4 S4. NUT PAVEMENT O DING JOINT i . .j. WYE AT LOCATIONS AS SHOWN ON THE OPEN LEFT P OR APPROVED ,` I PLANS EXCEPT WHERE CONDITIONS _ _ _ _ _ _ PREMOLDED WYE I v AND/OR RE03UL ATIODNS PROHIBIT, FRANGIBLE FLANGE _- --- -SINGLE— PLASTIC JOINT 4`-0" Df A. t" �,2,3,4,FT. LOCATION FOR "TRAFFIC" as „� ! ,� , , ,o- � SEALER ° ,'. 5 >eENGTHS ® NON®SHRINK GROUT '. AS REQ'D _ TYPE" HYDRANT. � � + (WITH WATER STOPS FOR PVC) '. .' 4'X4' SQUARE X 6" THICK VALVE STEM EXTENSION ADJUSTABLE C.i. VALVE BOX OR RUBBER SEALING BOOTS .� P4 P4 30€011 CONCRET SLAB WITH x REQUIRED TO MAINTAIN :� 8t ? '. FINISHED 4 DEBAR c�a 12' O.C. MACH WAY °� 2" DEPTH TO OPERATING WITH COVER MARKED 'CATER PIPE SHALL NOT �, �. . PIAL—riN � SAN I i SERVICE T 10 INS GRADE WATER VALVE BC3X NUT OWN DEPRESSED MAIN BE IN CONSTRUCTION WITH 36" R MORE COVER ---- ---- JOINT OF F .H. SLOPE 1/2",/F'T. N.T.S. OPERATING NUT TYP HYDRANT EXTENSION AS OPEN LEFT . '.', t TIE RODS, NUTS, WASHERS AND_OTHER REQUIRED FOR ADDITIONAL. � VALRv`E 3°.4 I D:S�MI FASTENERS SHALL BE ASTM A246 DEPTH OF BURY. a- '•'_w.. INSTALL CLEANOUT, SEC; L?ETAIL. i e� PIPE SLEEVE rCORROSION RESISTANT STEEL, GALVANIZED € > AND FIN GRADE E EXIST. ISH AD ----------. g� CLASS O;" CONCRETE -` AS REQUIED v ` v '` '`.` _ --- -_ ------ OR TYPE 316 STAINLESS STEEL. 3O) MIN. p �/ p ., ... �' I mrm- - , , . . .�. . ,, , . . . . a. ., .. ., . . . ,. , �.. , ,, . ,�. . ,,`' (DITCH , >Po .--.SANITARY SEWER ,io. . . . . . . _ SERVICE E 6 SERVICE PIKE..----------t1 L` .^ .', ° `, �',' , BAN H `� RISER BANK � I fir/ ! ..rr,'/�il��1t `�+�/ j r,.`r/, .,,1f��•, i � 'P ',, �. Mi A NECESS RY LEAVE DRAIN WATER MAIN 6tP EVELIAG HOLE OPEN - COURSE CLASS 1.0 X MIN, SLOPE 3d4" TROD, 2 REQUIRED ""Ct" CONCRETE 57 STONE BEDDING _ y eEE ON Affppp¢ ��ggpy UNODISTURBEC� S�3IL ? • L �f ND BOX DETAIL _ MIN, BIwAl�11A1G CAPACITY, s• 203003 LB/"SQ FT, ; „ NOTED SEE TRENCH DETAILS FOR I9E001"<IC Ni lS. AND COMPACTION STOPPER OR USE "GRA01rLOIC' CONNECTOR OR 1. PRECAST MANHOLE SECTIONS TO BE MFRD, 1N ACCORDANCE WITH LATEST EDITIONS GRAVEL, OR BROKEN ROCK OF ASTM 0478'WITH 401010 L.B. CONCRETE, TYPE 11 CEMENT, CONNECTION OFj EQUAL, WITH 12" FAIN, ADJUSTMENT FOR HYDRANT SUMP, COVED GRAVEL WITH 30# FELT 2. THE EXTERIOR OF MANHOLE AND ADJUSTMENT RINGS SHALL BE GIVEN 14 NOTESaO3 EXIST. LATERAL I JOB . }( FOR OTHER DET/AILS SEE OTHER SHEETS, AND TWO COATS OF BITUMINOUS WATERPROOFING MATERIAL. r~ 1; CONTRACTOR SHALL, PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS "� FIi m � � FASSEMBLYSTANDARD DETAILS FOR THE APPLICABLE PLATES. 3, THE INTERIOR OF MANHOLE AND ADJUSTMENT RINGS SHALL EE. GCVEOa � FIRE HYDRANT r TWO COATS OF SAUEREISEN S--'210 OR EQUAL. 2, PROVIDE APPRO\,ED MARKING POST, TOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. FIR DETAILS NOT /EKED II�J S T ANDA,RD DETAILS, ., .. N.T,S. MUELLER AMERICAN STANDARD OR EO3UIVALENT DO NOT COAT JOINT OR RIPE OPENING SURFACES, MUELLER, USE "SEA OR CITY' OF JACKSONVILLE STANDARDS, 3. LENGTH OF SERVICE F'IF'E VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED, SEAL' IG JRE: PROPOSED EQUIVALENT TO BE APPROVED .BY COAB) TERMINATE SERVICE AT LOCATION DIRECTED B"( TIME ENGINEER. TA PRECAST I LE ET L $ a11T T N.T.S. JAMES : � , a� ,E..18310 N.T.S. 777777