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Home My WebLink AboutNCC233631_Site Plan or Location Map_20231208 r 1 .. N .% 7 Q"`` AI E T _ - �4� a ►V CONSTRUCTION DRAWINGS FOR - I. S SITTM TM t,,`' ,��r` • . TME ao of T�K oR �"`og`0�% %`,o+` CAMDEN STATION _. o E �, z -� SN° _!` 39 LOT RESIDENTIAL SUBDIVISION DEVELOPMENT w ° 7j ff COURTHOUSE TOWNSHIP CAMDEN COUNTY NORTH CAROLINA goo., z �Aile,'/ • 4 i�� o �� 514, "�� 'u"'�` a0 d m'ogY a U o''azo VICINITY MAP SCALE:1"=2,000' 0 o w o % I W .a PM GENERAL DEVELOPMENT NOTES: A d,J 4 4 5 S -ET FIST TABS- _ Po t 1. PROJECT NAME: CAMDEN STATION IF-{� LTF o d Z p, 2. OWNER/APPLICANT: 105 HAVENWOOD ,LLC (� E_T \ V \ / F�- \ (� _E T T T L_ �7 p 5 1 KIN,LLC DR. S V IL-SJ S rv.�e,,.ni,..0.., W Z CAMDEN,NC 27921 PLAN LEGEND - EF'd PARCEL I.D#: 028946001020950000,028946001012200000,028946001004500000, 1 COVER SHEET, DEVELOPMENT NOTES & SITE LOCATION - �i H PIN C y 3. PROPERTY DATA: ROADWAY CENTERLINE W z,3ye 028946001005340000,028946000096580000,028946000088590000. RIGHT-OF-WAY O i'k p 0289460000648 0000,02894600007149 0000,0289460000 0000, 2 EXISTING SITE FEATURES & DEMOLITION PLAN PROPERTY BOUNDARY L.) r s3�a' 028946000064810000,028946000071490000,028946000042740000,99 ADJOINING PROPERTY LINE 028946000032660000,028946000021440000,028945000929260000, 028945000938300000,019845000948980000,028945000969230000. 0289408 PRIMARY ADDRESSES:6 111-1 2490ARKK DR9&000 1 0 39 10989670000 0 97CCON0TRACTORS WAY 3 DEVELOPMENT OVERVIEW PLAN ••• ••• ••• EXISTING DITCH CENTERLINE Z RECORDED REFERENCES: D.B.333,PG.838,D.B.265,PG.703,P.C.6.PG.101,P.C.6.PG.45 """""""""""""" EXISTING DITCH TOP OF BANK 4 STORMWATER GRADING AND EROSION CONTROL PLAN PROPOSED SWALE W/FLOW ARROW PROPERTY ZONING: VR(VILLAGE RESIDENTIAL) 4. F.I.R.M.DATA: .. ' () SUBJECT PROPERTY IS EFFECTIVE LOCATED N F.I.R.M. BER O21.NE 2018.AS (SUBJECT REFERENCE CHANCE BYF.EM.A.) EFR FM PANEL _ , '��, , _ PROPOSED SWALE HIGH POINT K 5 STORM WATER, GRADING AND EROSION CONTROL PLAN � W i55 EXISTING DITCH TO BE FILLED 0 CI) 5. THIS PROPERTY CONTAINS NO ACOE"404'JURISDICTIONAL WETLANDS. Z -` 6. EASEMENTS: 6 WATER DISTRIBUTION & WASTEWATER COLLECTION PLAN FEMA BOUNDARY LINE �J ZZ • A 10'EASEMENT FOR UTILITIES AND DRAINAGE SHALL BE ESTABLISHED ALONG SIDE AND REAR 5. EXISTING GRADE CONTOUR PROPERTY LINES. • A 15'EASEMENT FOR UTILITIES AND DRAINAGE SHALL BE ESTABLISHED ALONG FRONT 7 LANDSCAPING, BUFFERING, SIGN AGE & LIGHTING PLAN 6 PROPOSED GRADE CONTOUR PROPERTY LINES. X 0.00 EXISTING SPOT GRADE rI • A 18'EASEMENT FOR PEDESTRIAN ACCESS AND STREET TREES SHALL BE ESTABLISHED ALONG FRONT PROPERTYLINES. 8 BOXCAR WAY PLAN & PROFILE STA. 0+00 - 9+89 •0.00 PROPOSED SPOT GRADE F ra; • A BLANKET DRAINAGE.UTILITY,AND PEDESTRIAN ACCESS EASEMENT SHALL BE ESTABLISHED /-� ACROSS ALL OPEN SPACE AREAS. E EXISTING CULVERT z I--I 7. EXISTING CONDITION INFORMATION BASED ON A COMBINATION OF THE FOLLOWING: 9 BOXCAR WAY FORCE MAIN PLAN & PROFILE STA. 0+00 - 7+70 ® PROPOSED CULVERT H o Z • BASED ON DATA PROVIDED TO BISSELL PROFESSIONAL GROUP BY THE OWNER THAT WAS FIELD VERIFIEDIBY BIE ELLNA PROD88 DATUM GROUP. 1 0 SANTA FE STREET PLAN & PROFILE STA. 0+00 8+89 EWL ❑ EWL EXISTINGD WATER AGE LINE STRUCTURE F� FC 0 • ELEVATIONS ARE NAVD88 DATUM U U J W U 8. ALL UTILITIES MUST BE INSTALLED UNDERGROUND U (3 -2WL-2WL- PROPOSED WATER LINE(SIZE NOTED) DEVELOPMENT NOTES: 11 ROADWAY, DRAINAGE & MISC. CONSTRUCTION DETAILS �/ 1. PROPERTY AREA SUMMARY: PROPOSED FIRE HYDRANT ASSEMBLY W TOTAL PROJECT AREA: 24.84 AC. F- 12 DRAINAGE, SIDEWALK & MISC. CONSTRUCTION DETAILS 1- PROPOSED WATER SERVICE a v4 2. DEVELOPMENTPROPOSED AREA AARY: 13.88 AC. H PROPOSED VALVE C.) Z Z LOT ARE PROPOSED R/W AREA: 2.90 AC. 13 GRADING, DRAINAGE & STORMWATER CONSTRUCTION DETAILS �..�♦ PROPOSED BLOW-OFF ASSEMBLY o 0 PROPOSED OPEN SPACE AREA: 8.06 AC. (- TOTAL AREA: 24.84 AC. 14 EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES & DETAILS 4 PROPOSED REDUCER W # OF PROPOSED LOTS: 39 D MINIMUM LOT AREA: 11,866 SQ. FT. XFM XFM EXISTING SEWER FORCE MAIN I REQUIRED OPEN SPACE AREA: 3.73 AC. 15 EROSION & SEDIMENT CONTROL NCG01 SELF-INSPECTION NOTES FM FM PROPOSED SEWER FORCE MAIN t D 3. ROADWAY SUMMARY: 3 0 PROPOSED RIGHT-OF-WAY WIDTH: 60 FT 16 EROSION & SEDIMENT CONTROL NCGO1 STABILIZATION & MATERIALS NOTES PROPOSED SEWER COLLECTION MAIN PROPOSED PAVED ROADWAY WIDTH: 27 FT. (W/ CURB & GUTTER) TOTAL LINEAR FEET OF ROADWAY: 1,755 L.F.f 17 WASTEWATER LIFT STATION PLAN & CONSTRUCTION DETAILS OO PROPOSED SEWER MANHOLE 4. DEVELOPMENT IMPERVIOUS COVERAGE DATA (BUA): •• •• •• PROPOSED LIMITS OF DISTURBANCE INDIVIDUAL LOT COVERAGE IS LIMITED TO 28% 18 WASTEWATER COLLECTION TYP. CONSTRUCTION DETAILS 0 ❑ PROPOSED SILT FENCE m MAXIMUM TOTAL LOT COVERAGE: 169,339 SF ROADWAY COVERAGE: 60,361 SF 0 PROPOSED INLET PROTECTION PARKING COVERAGE: 4,300 SF 19 WASTEWATER COLLECTION TYP. CONSTRUCTION DETAILS 171'+7j''+7",! t}':� PROPOSED STABILIZED CONSTRUCTION 0- SIDEWALK COVERAGE: 21,500 SF MISCELLANEOUS OTHER COVERAGE: 4,000 SF ,._...._.:,.�;il: '; ENTRANCE V) .V TOTAL COVERAGE: 259,500 SF 440PROPOSED TEMPORARY CHECK DAM W o COVERAGE PERCENTAGE: 24.0% Ce 5. TOTAL PROPOSED DISTURBED AREA: 25.0 AC. PROFILE LEGEND V - - EXISTING GRADE 0 ROAD C/L o ADC L cevutt+44 u Nvax PROPOSED GRADE LIE(SIZE N z uii., 2WL 2WL PROPOSED WATER LINE NOTED) z "' FM FM PROPOSED SEWER FORCE MAIN ..,�0 CARO��i�5 PROPOSED SEWER COLLECTION MAIN One-Call Center Inc. F f S _L,;( : PROPOSED HYDRANT ASSEMBLY /- •.`NCI N.; .{tea PROPOSED GATE VALVE /�'D: 0 06/21/21 N/A THE FOLLOWING PERMITS ARE REQUIRED PRIOR TO PROJECT CONSTRUCTION: lei PROPOSED REDUCER of,,,,o =.„,,,n PERMIT AGENCY REFERENCE NUMBER DATE OF ISSUANCE 1:: ,, 8 BPG MSB SEDIMENTATION AND EROSION CONTROL PERMIT N.C.D.E.Q.-DIVISION OF LAND RESOURCES v Opp DMK WN APPROVED STORMWATER MANAGEMENT PERMIT N.C.D.E.O-DIVISION OF LAND RESOURCES FINAL D RAW I N G EXISTING SITE INFORMATION DESCRIBED HEREON IS BELIEVED TO BE SHEET: ACCURATE,HOWEVER,BPG INC.MAKES NO WARRANTY AS TO THE ACCURACY.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THIS COLLECTION SEWER EXTENSION N.GD.EQ.-DIVISION OF WATER RESOURCES INFORMATION BEFORE RELYING ON IT.THE CONTENT OF THESE 1 pp 19 ENCROACHMENT AGREEMENT N.C.D.O.T NOT RELEASED FOR Know what's below DOCUMENTS MAY ALSO INCLUDE TECHNICAL INACCURACIES OR CAC FILE: I TYPOGRAPHICAL ERRORS.IF SUCH CONDITIONS EXIST,THE CONTRACTOR SHALL 1TH THE CAMDEN COUNTY PRELIMINARY PLAT&USE PERMIT COUNTY BOARD OF COMMISSIONERS Call before you dig. SCHEDULOEDNSULT WORK AND MAVNEER COINTNUEAIFOTERRR ANTOROCEEDI AUTHORNZATIONTOE PROJECTNOOOBI .5 COUNTY CONSTRUCTION AUTHORIZATION COUNTY PLANNING STAFF CONSTRUCTIONPROCEED HAS BEEN GRANTED. ' ` 4735 //1I\ 1 ,V, E.-''‘' 1--'5 1 / / zom Yne '//^ I / i \o I I mmwI mmo _J " • _ vEno1n x 5'I B ////^I 0 DITC E5nT0 BE \/ X 'j i'/ \ MB 6 \ , / /- FILLED(TYP.) \ •r"' 1 5 rl _ i/ , �f' (SEE No s �Il�� 1 n E 4S Al N` ,� A`S'.-O l;'4 '// I 0 I �i 09 k 6 P D E ';�/l N�1N1g o r it'SU rr -.i �_—.p*. P.',i•/ 1 4 i� • q w o S s y'. FEMA ZONE:"X" \ /�� •/ \ i v 0` / = 1` /WATE"IU \ Rr -- PeA 80 EXISTING xyy g _ 'a III , I ' ' Q?Z So _ =9B I z�r, / e�� / I 13 I SOStS'Soa 1 \ 17 EXISTING 8. fr' ❑F %i-- , /' 1 WATER /� �� M • [T] ri COCO - �-' -�� I, 1 `9 _-__-_ ill w1 f�-I wm / g. /1- I-IyA / aef �{' __ IF-I m�F0V0 ill f. EXISTING I . /.� Fi ` ,',`AP.o DITCHES TO BE I - 12 ' im FEMA ZONE:"X" =, , . ' /1 wF /'' - , (h 20 .� (sEEsomTTM.is /'a18 / i' F" 9'FOEm __4-2r.: 1 �a 22 PeA ,4: -- -_ -' a� ' 7 ___i_i 0e , a ,_:1- 9,: lll „7 /� s e. / �c 11 AYa Z // 4 v 4* ' ��s.., # EXISTING 00TS TO BE RECOMBINED 0��1� �� :j,_ Li 77'' ,° 23 ' CONTRACTORS WAY (60'R/w)____ IC Z y OFF,EXIS ASG BLOMBLV " \ EwL - HYDRANT �� d1 1 '\ oFF 55EMB • / l�"• \ • jrT I, _ EXsoaa v27 ��.I I (SEE NOTE 1 0 1 W II ,li, n� DITCHES TO BE �� 1 6I I e :ri - II og �-251 \, 26 I' s'f—=--- —s' '\24v e 9 1 • / ,1 y/y I'l j/�1 J11 ' I/ 11 \ I• y il�� ,I L� 1' ----,8=—�/' ' �17`-- �I/I I ��0IjI^ a D. z I r - 5 j a-_•_ S68°23'330"W 548.00'5-\ cc I�__ - /J/�Y fri 1"�/Y/(j B _____ '' //�rJI U N Z I \ 1 3 - 1 w, nl',,-:S68°_23'30"W 330.00'/-=-�A/-1 ?� PB 6 q.PG J.7 e1 1ir 29 m FEMA ZONE:"X VI U n�n 1 j.0 __' M', 1 I >l 11f % + I m I� ' I.m F >04/NY£SRIRB WAYAlL '�vb \1 II- \PREPARE EXIsnNG ASPHALT n^ S68'23'j1W 290.00 ROADWAY FOR OVERLAY I p O.6 MaPO23'4 ll LENGTH:135i __- - -_, -J CJ • P.B.6,.H.PG O/ --_- - a JOB/NYE5.375 WAY JOJ TARN Ofl, EXISTING 6" QI �__________ ___�6_,m RKRA/;22C PERK R[AUflE NRA/N/AN WATER MAIN II 3 --r \ OB.33.:(PG AM g m P.3 qg.PG IOl OW 3Bl PG 91 I P.B B,3Y.PG WI 3 K I. , JOB TARN a W O�I' PERK R. N/AN PeA ' 0 oB 16S 13 �.� �olil PB6u�/OJ PeA �, 1 ; [1 ��011 a r3a' Z O • �� oa • 3 N,3R79'11 H%ISnNG ,3y'CP li i • LI.I C 1DRANT Ce P4.50i I30°PIPE30 PIPE FA INV.:3.61INV4� — / 3 INV.:aso' __ / NV �� T• /i EXISTING DITCH FILL NOTE: li INVESTORS WAY(60'RIW) w EXISTING DITCHES NOTED AS BEING FILLED o ?,`•../—EWL—E 1 I SHALL BE DEMUCKED AND BACKFILLED WITH DOING A MAIN • \I Oa _ -- • •• Ji +•� CLEAN,COMPACTED SELECT MATERIAL DITCH (,73s"IEL,NV.: ,6' WATER VALVES II 1 FILLING SHALL COINCIDE WITH DRAINAGE Z 0 Z PATTERNS AND EROSION CONTROL MEASURES 'FL 0 -.•q0 ARO,"„N AS PROVIDED IN THESE PLANS. F F,SB/ •'.` FEMA ZONE:"X" I - LLI(.� . - °4+ ; d I .l�l 1� • ¢Q' f •. S o r SOILS LEGEND w co LF v I I I,II 71;..NCIX •...•..^' N I .rN - /Nc I O I 1 SOILS LINE - H ""'/,ADM' F.� RR 6 5L.PO>.52 ROR R 6.y. 191 I I z •I I I 1 0 v Are: IH ID �r l '1I1 f HyA HYDE SILT LOAM Z D 0621/21 �2 i IIr^ ocs,oxEn. cxccr,Eu. D BPG MSB 30"CMP j 1e°I 18"CMP __ PeA PERQUIMANS SILT LOAM o�w„ 30'CMP 1NV'3'13 I A a"CMP I 1111 4cMP _— DMK �P�BPG a INV:2.62' 30"CMP 30"CMP INV.:a3833 INV.:4.0'2 w 1j INVNV 4t0'IN,150. INv:S.". 36 CMP N6.C25] 111 36"CMP 1 j\ •• • SHEET: IN,fi:CMP P CMP _ c i -__ _ — INV.:R3.SJ' F y 36"CMP 40' MP INV.:3.47' =3- _ I INV.:2.9P 1,11/3.OP _-SOTa_ --- 100 0 50 100 200 400� 19 ___ IN,2.90' _ e - --__- _ __--.f�i �� - 9 or -- _--_ _-_- ii-3_---- ------ -_-_--_ _--_— `E'B9 ---tWL—E%n„NGWATERMAIN m 11 11 7 - - \\\ —EWL—EWL—EWL EWL—EWL—r CAD FILE: _ _ ______________`--_----- riwvisa 473500B1 !: _ (1 W RW) E I G SAN.FORCE MAIN • —� PROJECT NO: /` NO"CMP GRAPHIC SCALE 4735 S // / Yem /7 NEaa W il 00. / f m 05 aR)'0 5U / 13 T E e��A �0 0 c lt°,�700) � 12 ., _0p �iR w o k /id.$' PIER 15 V� • • \I 1:111111141111 Ir., 11 o . `` oN-, G�SPQ16 SIDEWALK(TVP.) • 41 O S 8 N �zmm° momz SIDEWALK MP.) Z / � w o duo o 7 ....,.' C ii) 4 ,4 / lit / ...7 TER POND I 16 6 a po�� PICNIC SHELTER O�x]] caio s /7 19 w 9 q.iF al 7 W z / SPACE / : A GARDENS I 6 / 27 o xr/rmOZEIT E ¢ 26 3 SALLYS...AURNEAY O. Z // O 0.6 Jll PG 555o / / II 28 25 24 23 22 21 20 5 Ps PG sb K U // - SIDEW-LK(TYP_) - J;I r�—n.—r�—n. I- _ II G1�! SANITARY SEWER / SIDEWALK(TYP.) / \ _IIIII�^ _J LIFT STATION O II c / 29 ' SANTA FE STREET (so•RNV) Z ,,. EWE tWL—tWL—twL—Er9�.� -' A. BI 4 1 ,N� 30 33 34 35 36 37 38 �I 32 � A • \ 31 3 a V) ° O \ __/-SIDEWAL;<(TYP) - W Z Q I-1 - PICNIC SHELTER 392,-SIDEWALK(TYP.) a W U H O ¢ STORM WATER POND (F. ) 1 PIER [I[I C.) _ ^ vesra45.1" GAZEBO CBU& E O 0.53q.pa 5.38 BUS STOP U 132 110 SPACE I— i PEETEIFR R..M R.KRAr� j A/N/AK O.B.264 PG 70.7 P.B.4 St.PG.101 104 I/ESTORS WAY HIPCRT.al. 3 0 0432G PG 314 U P.B.4 SY.PG 101 I jH 109 a /NYESTORS IMP RKRA/N C OB.3JT PG 6J6 N m P.B 4.H.PG 101 PE 3.PG 101 3vU P6 sRRK�>OJ X m FA pa PG NO •Z UI1 R I ce -- -- -J-- - -- F nI I INVESTORS WAY(60'ww) 6 r W ,� — . — T--T-- ;z — — Zoo ��,,,�,Ro., . . . '° W I��SANITARV SEWER LLIU Q�i�SS'0`'r • 0- 0' FORCE MAIN ¢ °'•C S a , � � I � oJi_ ,r : - m aCe . C.B.294 PG MS .. I .2 LL Z U ' I$�7A��'t•\ PR 6,51 PG 132 Pe 6.2 PG l01 D0621R1/" _1 I BPG MSB m \ --- oan DMK APPROVEDBPG WI SHEET: = -- — 3 of 19 R E _ �yy E EWL 100 0 50 100 200 400 i II EwL EWL EWL---EWL—EWL—EWL—EWL—EWL r E E U HWY 158 -- PR CADF 473500B1 9 -� XFM— (100'RhV) M� —%M� -- PROJECT NO: ��--- --�--�— GRAPxic1 SCALE �47355 / _ /-e''1 / •�. ` wv-OUT'.1.50' _� I / m pG I II i �� /o PROPOSED s - I� ♦® 4 Im M. LEN \ I"E NG NF r a� r • ..._..._...-... 5 .. I\ • II / 19 :i: ■ 1 _• q0. Yeo1%T(SEEE TYPICAL DET ITS)r Y �� 7 / BPE:9.50' 1 / 1II \PROPOSED LIMITSD -A� ' rPROPERttLSW "o Yn c`OiOF DISTURBANCE/ ♦, eJ.OD \ \ (SEE TYPE DETAIL)OT E \ yvz m=°"'n AREA:25aC., / C a mI .9BPE s /> ■ vNi E`=o�"x ,,,,/ // /'W.' '/ DRAINAGE AGE POND-2 IY ` I r --- 9- - 1 1 ▪ ■111.,1 x x -'0.9,6 '1 r 0 TEMP.CHECK DAM `/ 9--T O POND-1 B- ■1 1 ▪ • Lid INSTALL IN Ex.DITCH (SEe5E0UENCEe -- J rl O • 'T PRIOR WORK • r�- �/ (SEE I -_ --- • OPEN SPACE ✓ m \ .J j SHOWN OFFSET FOR CLARITYB 1111 A /1 '+I + \ DETAIL) h'/ / 1 ei r r • r n -_ \/ -_- , PROPERTY (SEE TYP.DETAIL) -9 ■ DISCONNECT MB v 1 e 1 Y > `a, Q • _--- ALE -- PRIMARY SWALE %STING DITCH W/ c • D 1 \\_ ' SIDE SLOPE-4:1 FILL TO ELEV d00' • o E 0 1 1 \d ` ` II �� ' / //ss (SEE TYP.DETAIL) ®tea 1 1 1 DISCONNEC�\\ ` PROPERTY LINE SWALE -- PE. ./5 `a '®�� I O r SHOWN OFFSET FOR CLARITY B / ggggg■ExISnNG DITGH w% �♦ DIVER ao SWALE I 27! I I (SEE TYP.DETA) J IB W o FILL TO ELEV.8.25' : Im d DEWATER POND-1 11�1I I II I ■ \\99 (SEE ttPP DETAIL) \\ BPE 9.50' TO EXISTING B 5 Bj - //9`J ' '/ r B.\. /� 1 ON-SITE SWALES� 9 9s" - --%r % c 0�/ 9 1 1 26 • / _ 1 1 / 1 1 ■ i 0. \ B� \r BPE:9.25' / 1 +1 ■ T ].00'- CB-12 p ii 1 O 'I L9� �' 28 ' 1111 L i • II" i�. �. I. v111 1 O /� 1 8b •I r BPE 9.50' I 1 \ W a I •I • \ 25 24 23 \ 22 21 20 /' I I 1 \• --• $o y£ 1 II■ •\ BPE.9.00 BPE.9.00 BPE.9.20 BPE:9.40' BPE.9.60 BPE.9.80 / 1 \ 5 II �, d O 3 V o 8 1 l \ 7' -` I\ 1 1/ 0.0o II I -- 'O . 7.`,., \O - II 1 -- --- , l � 1 o`d�Z ' PRIMAR PIPE Y SWAO ry� g II I X - - - I 4, -Jm 1 Q m�'oim ■ OVER I m -- �� I U yao��t I 611� PROPOSED SILT FENCE 29 � �_ SANTA FE STREET (:+ 9 8 z 9.J5 / 8.z1 \ _ eA4 _ � _ - - _ - - .85 8.20 5D 1 a ' INSTALL ALONG TOP OF / rl - '----- ---------- __ _ SEE TYPICAL DETAILS / v b ---- -_\ ---- - `. J-- - '1 DISCONNECT I..I '•V O 5 LENGTH:600 LFt BPE I - EXISTING DITCH BANK 8.81 ____ __-_ 9_ I ° RA I II PROPERTY LINE SWALE / _ - __ - -- ---- ` , ■ ( ) 1 I I ' _ FILL TO ELEV.Bs0 ^ g.E�'j / __ %ISnNG DITCH Ali -111FAI \ u SHOWN OFFSET FOR CLARITY /\ \\ -_ -- \\ \ --- --- J __-- I I.y WO \ (SEE TYP.DETAL) _ ' II \ / -B CONCRETE DETAL)-j j \' F/1 P x¢ `m FO 1H15 SHEET SEE OFF-SITE ' cn ` : �� 9. 1 1 � II - SWALE INV.:J.00' O 11 I ro 11 ].DO ii kV c�t3 /6i `\`_--". \ -,/ III W. 11 II I /\\ _, ---'9-- -- Z 1^�I■ �� I /33 {II 34 35 -1 36 37 38 1 1 I BP 49 ■ I PROPOSED 1aSo FENCE we 1 / 9.00' BPE 900 BPE:9.20' BPE 940 BPE:9.60' BPE 980 I ¢ I 1 �' 305 IIII \ 1 II j E: .9 / 1 • INSTALL ALONI;TOP U 1BPE. o ' 11I1 r \ \ . 1 \ , 2 ■• �\ tt;;X„;,: m I_ \ II 1 1 I (SEEATYPICAL DETALS) 1. 11 ■ IT I •'' - 0 ro 11111 -""I � ' ` 1 \ :• Z` S I I II I m I 32II9 ' J\ \` J11 1AREA 25 Ac f�'•"/lI II7MLTFG�eINV.OUT.150 I I I I 11 BPE. .25 /11II:9: 8 I / 9 I 1 - - m PROPERtt LINE SWALE) / 11m TEMP.CHECKDAM 1 IIII8 / rBar SHOWN OFFSET FOR CLARITY 1 :4:4. INSTALLIN EKDITCH ■ % '° I 11'31 A PROPERTY LINE SWALE I (SEE TYP.DETAIL)-9-- / ■r 1. y✓�I �11 ,'� E50 SHOWN OFFSET FOR CLARITY / -- ID '(SEE ttP.DETAIL) I , II 1BP DEWA ORE%�snNG (SEE TIP.DETA) • 6 I�m1`j4 �)I I 1 1-9 II N sTE swALE 1 1 r� I 1 3 Pre MAre sw / 11 , �111 -�I�i� II I I <8 (SEE 15EOUENCE) I I _- r r I I BPE.s50 (SEE FTY�DETAIL)�� 1141 I I t,1n I i9 I• I T8 • /- --_ oDII '■ 1 1 i1DISCOrvrvECT II I /� I .I 1 _ _--- --1 E%ISnNG DITCH W/ 7 iiir ^ I I II • 1 \ 1 --------- --------_6 1 \ ___-_-----------------g _------ m 1 FILL TO ELEV.e.o O O 1 ml I I I I 1 1 1 1 1 __ __-__-_ -6 __-____ ____ �I W HH • • •,M DRA WN SKI M1 8- / I \ 'e_L') r 1 i 41 7C B IN ARR TABLE d■ II (SEeTYP.DETAIL) b P w I __-___ N11II _ \\\ I �I ' (soHc EAOE�nILjoi I BPE2 zs \\ 0 ■111 I`L6 56 ... �. 1 �111.mn' BP39.zs 11O 9. \O111 aC/�PRoaose0 I 0 r_r1 1 \ ` / 41 v=iOVER SPILLWAY 1 - i ,�� OUTLET CONTROL I 1 I ZO (SEE ) 'I1 (SEE DuRIL SH of (SEETORMwATER PONDinL) I iT■�` © INV_OUT:1.50 t+ g fln 1 I ■ 11 • DETA SHEET _ psecnGN DE II in iiii ✓. ... ... .. ... ... ... ... .... - 5- ... I , t C __r 8 I I I I --_ 1 1 1 0 11 \ IrI, _- 78 L -- J • • 1 4■ �8.08 8 J.88� fl00 1 P. 11d1# -- - -- - __ --___'_Ill _ - - - / 1 r ----_- I■ - (9-84 I 1 1 1 1 �_9 0 11 O 1 8 _ a_■J-0 Ti�J_ 8 - w ■ ■ ■ ,.\ _ • 1 BPE.e 75 11UNV OUT:5.05' --- J - riF' }�..1___ g ' \I I \ I 1 I \ SIDE SPRIMARLOPEWAat LE ■ •.I D SCONNECT 6F 8 TEMP CHE91111" 1 $ ��_ C 1 --- __- J (SEE TTP.DEiq L) - EXSTNG DITC W/ m TEMP.CHECK DAM E \\ CH '' TAPROR T LL IN EX. H I I -mid F®_� • _ 8 . r FILL TO ELEV.H8.00' 1INSTALL IN Ex.DITCHIE N T NS(SEE TYP.ODE ■ 7-' - _6.08._ ,�ri!- _- --- 9 PRIOR TO WORK IN OF AREA 25 AC \ WORKSTALL IN EX.D /r r L) 1 /Q a 7 -.Al 11n r (SEE ttP.DETAIL) \ (SEE ITP.DETAIL) `r I I 7 1 P_02P_Ol" -- B 7 - I1(SEEnITPICAL DETAILS) \ 1 I "" RESIDENT MAIL BOX AND 8� ✓I _ --- _1 Tl SEDIMENT BASIN NOTE: - eus STOP IMPRovEMErvTs1 S.. 51 -D1 - 8-: . ._.\ DURING CONSTRUCTION, 1 -" (SEE INSET THIS SHEET) I - _\ 8YBI /POND-1 SHALL BE UTILIZED r 1 11 ___- m •I• Z oz 1 1 e.t ,III \\ 14 ■ ' -EXISTI OADwaY wAIE ^ I lI,I�p1I1 - `♦ .I1 TEMP.CHECK DAM - - - - 9 11I r OBEREGRADEDJ I 1\ E ` 1■ (SEE TOONWORKDITCHAS AN EROSION&SEDIMENT G 0aT CONTROL SEDIMENT BASIN. 1 \ 1- LENGTH:tD0't A I� \ 1 N• IIIIAFTER CONSTRUCTION IS I 1 LENG H: SELF*ENc OF DISIURBANCE 1 (SEE ttP.DETAIL)BEGIN STD DNA 1 llCOMPLETE AND THE SITE IS I \' I N(sSIDEnSPLOPETAIL) I 1 mm \ INST a ALorvc TaP DF AreEA.zs Ac. ♦ 11 11 o1 �8 f DUMP SECTION I I PROPERLY STABILIZED THE / 1 m1 / I 1 m %ISTNG DTCH BANK W(SEE 1vP.DETAL) / ■ \\ OPEN SPACE \ (seeTYPICAL oETALs) ` ce POND SHALL BE CLEANED I" 1 I E%ISnNG ROADwar SwaLEE xsnrvc creourv09r II AND RESTORED TO ITS 1 \ E \ / 11TO BE REGRADED rerACE w 1H1s AreEA �- ^ ;m 1 IDESIGN SPECIFICATIONS AND rr 1 I ILENGTH:t35E4SUISTOEMIrv.ELEv.8.00'8 1 THE BANKS PERMANENTLY 1 I SIDESLOPED8.18 rvs;nrvc oL 40 a A/BIN F I. (SEE rvP. TA�) / oa 1 STAHII 17FD WITHIN 7 DAYS 1 1 ioI ac REc V. 1 ■ (SEEATYPICAL DETAILS) G P/RL SWALE I 1 \ / 11 11 1 - LENG L:160'4FO 1 �IEXISTING GRAVEL AND / O fl• 8 ]28 (SEVALLEY E ITTP.fl90 R 1 1I r SIDE S OPE 1 \ ASPHALT ROAD TO E USED // Z 0 Z1I I1 -_--_ (SEE TYR DETAIL) 1I 1 AS CONSTRUCTION ENTRANCE 1 mLL0 ,` ARp�"I� `suPER ELEVATED I ■ ■ ■ ■ ■ ■-7 A� 1 I \ r r p ../'1 ■ . DRIVE AISLE■ - I ^ 1 1 __ ____________ 1 ` m W oF6$S/D P-o4 • • 11 • - ca-o4 al e`6- T. 7 PREGRADED ; Q N U aQ ka ' L5.8] 5.82 SWALE _ 7.90 n ' ' 11 -6 f_ -6-7- --- 1 TO BE �11 �¢ s , iTi 1 )._ --- E. LL 1 £ INSTALL IN CHECK DITCH I _9' _ _ 15 LENGTH:190'2 I I I- •.• c _ VALLEY GUTTER t10.0' 8.0' PRIOR i0 WOR 1 r "_ , J . C ' (- - (SEE ttP.:al_ :, . _ s( P I 1 VIP-S.' 584 EX(SEIE SIDE SLOPE: --b_ __ -" 3.18 , 1 I J w l .„•�N '\~\\ sEE1ttP%DETAI) !X 4: 1 DUMP TD Cet0TION --_ _ _ __ _-. (SEE-.D AIL)NI ? PROOF POSED IN PRIOR TO WOR 1 I ^.Q 11 �------------- ____`7 6__- • _e-_- r/i Z I-0 rim//O..III 15dW�� • T "' I AREA:25 AC. T 1 1 IIf' 6 ATE: _(SEE DETAIL) ___ _ ___ L ; (SEE TYP.DETAIL) I} 3 gj� 7-- -- -__- J 6 ,�/ LL Z 0 06/21/21"I 1•=an' 1•� 8.14 `J 7.90 7.07 r 'Qt., \1 • c t 1"r^ _ _ _ _ _ TEMP.CHECK DAM ocsraxEo- CHECKED.D 8.50 -� oa. . ,.It °°_w / r vX 1 ' \ INSTALL IN EX. ITCH a TEMP.cnNCK DAM / \ (SEE TYP.DE A) 1 8.13 SIDEWALK 8� q. \CB- 1 1 1 STALL Ex.DITCH --'"-- -__- \ HPG MSB 1 I o- 0 8.64^ a8.58 `. fl _=MA Z7i1I ) B.]8 . )I I P_� OFF-SIFORCEMAINNOTE • / CONCRETE PAD FOR CBU •I I (SEE TYP.CoDETAILS) 0/CRE1E PAD FOR B SIGN w/PARKING MONUMENT aTIMING OF THE FORCE MAIN INSTALLATION WITHIN I. 1 g DE STOP1RANc M I� THE CAMDEN STATION PROJECT SHALL BE PRO F I 40 0 20 40 80 160 4 of 19 I 2E ERNACTUAL Oafs INSTALLED (SEE TYP.CONCRETE DETAILS) E(DESIGNEBY OTHERS) COORDINATED WITH OWNER AND CONTRACTOR OF POSE LIMITS OF 1 (sEEPusps STD DETAIL c1-z-o<1j (SHELTERS BY OTHERS) SIGN EASEMENT 1 I 5.92 THE ADJOINING CHURCH DEVELOPMENT.FOR AREA:25 1 1 n CAD FEE: i ADDITIONAL DETAILS SEE'CONSTRUCTION DRAWINGS (c0Nn9UE0 SHEET 9) I h4T NO. 1 I•,15 RESIDENT MAIL BOX AND BUS SHELTER INSET FOR HARMONY BAPTIST CHURCH` 1 1 I PROJECT NO: JI 9 SCALE: 1•'=20' LOCATION AS NOTED ON PLAN GRAPHIC SCALE 4735 // . i ' \ . ;m11,1 SEDIMENTATION AND EROSION CONTROL NOTES / o 1. THESE NOTES ARE IN ADDITION TO THE SEDIMENTATION AND EROSION CONTROL NOTES AND DETAILS PROVIDED STORM SEWER STRUCTURE TABLE STORM SEWER PIPE TABLE / - 'BBB ON SHEET 14,15816. NAME SIZE LENGTH MATERIAL 40 0 20 40 80 160 �V 9 o STRUCTURE NAME: DETAILS: PIPES IN: PIPES OUT ___ 9 I III Disco"rvccT - 2. ALL MATERIALS EXCAVATED OVER THE COURSE OF CONSTRUCTION SHALL REMAIN ON THE PROJECT SITE.THIS RIM ELEV.:5.50' P-ot 36 zo.o HOPE .( 1 D FILL TO ELEV. w/ _ B m // ,/ ♦/ ■1 FILL N'ELEV.8.00' MATERIAL SHALL BE USED FOR FILLING EXISTING DITCHES,CONSTRUCTION OF ROADWAYS AND PREPARING THE Ca-01 SUMP ELEV. 1.50 P-01,36 INV OUT.1.50 p 02 36' 240' HP o Y RESIDENTIAL LOTS AS ILLUSTRATED ON THE GRADING PLANS.IF NECESSARY,EXCAVATED MATERIALS REMAINING HEIGHT.alien to sump H q :::77::' /AT THE END OF CONSTRUCTION MAY BE DISPOSED OF OFF-SITE AT AN APPROVED AND PERMITTED BORROW PIT. P-03 36' 60.9' HDPE / I /' I.1 eL�a��EOP ELEV.:J.Jb'e1 �C/_ a. �mNw-az sump Eto S uso' -at 36 wv IN.1so P-oz,36 wv our.1so v-o05 38• zeDOY HP GRAPHIC SCALE // I -' ♦ III J z o r�„3. OFF-SITE BORROW,IF NECESSARY,MUST BE OBTAINED FROM AN APPROVED AND PERMITTED BORROW PIT. HEIGHT.aam to s p q // ■ mEoVw"..... H III 4. THE PROJECT IS ANTICIPATED TO BE CONSTRUCTED IN A SINGLE PHASE. ca a3 EOP ELEv.:uT./a'e > Oz 36 wv w 1 so P o3 3s wv out t so P-06 24' 230.0. HDPE / / _ // / mM `SUMP ELEV.:1.50' P- - ^/ /5.70 III HEIGHT:<Eim to Sump Height> P-07 36' 245.0' HDPE /' I I IIIIIIIIIIIIIIIIIIII 5. NO GREATER THAN 20 ACRES OF LAND SHALL BE DISTURBED AT ONE TIME.CONSTRUCTION AND STABILIZATION ACTIVITIES SHALL,TO THE MAXIMUM EXTENT PRACTICABLE,BE SCHEDULED ACCORDINGLY. EOP ELF,7.76' P-08 36• 2a o' HP ,`__ \ // ' / i CB-04 SUMP ELEV:1.50' P-03.36" INV IN:1.50 P-04.36"INV OUT:1.50 7 _ / / ■ I IHEIGHT:<Eim to Sump Height>' _ MIMI ", 6. THE FOLLOWING PROVIDES AN ESTIMATED MATERIAL BALANCE OF THE PROJECT: P-t00 3b' 220.0' HOPE \ // 1 / ,EOP APPROXIMATE CUT VOLUME: 36,500 CVt CB-05 surnP ELF,as�O' P-o5.te'INV oUT:4.J0 p_11 36° 105.0' HDPE HEIGHT:<Eim to Sump Height>. IAPPROXIMATE FILL VOLUME: 22,000 CVt ' - mca0m P-12 36 170.0 HDPE I I - I I EOP ELEV.:6.OS / / ■ SURPLUS MATERIAL CAN BE RESOLVED BY REDUCING THE EXCAVATION DEPTH OF POND 2,ENLARGING THE CB-06 SUMP ELEV.:4.60. P-05,18" INV IN:4.60 P-06,24.INV OUT:4.60 P-13 36' 160.0 HDPE 1 1 • BUILDING PAD LIMITS AND SPREADING MATERIAL ACROSS THE REAR OF LOTS. om HEIGHT:<EimEt VSumD Height> �// __\ _, ♦ / ` P-14 36' 65.0' HDPE M ELEV.:6.00' OFOD DISTURBPOSED ANCE TS // P-OCS 36" 60.0' HDPE - .., ro 2 Ca 07 SUMP ELEV 1.50. P 07 36 INV OUT 1.50 AREA:25 AC. / / CONSTRUCTION ARE NOT CONSIDERED AN NECESSARY.CONTRACTORS SRA,NOT RELY UPON THESE ESNMATEs 9 HEIGHT:aEim to Sump q / / °' 1 g 'THE VALUES ARE GROSS SIIMATES AND ARE NG AND SHOULD DETERMINE THEIR OWN MATERIAL NEEDED FOR CONSTRUCTION. H \J�C / ♦ /' i I . 1� o OVERALL CONSTRUCTION SSEQUENCE DADDIoo oEoROERRERMITTYISENECEs PURPOSES ONLY.COMPACTION AND SUITABILITY of so EOP ELEV.:u8.11'ei 1\ '/ v //- / I1 q W SUMP ELEV.: .50' -07 36 INV IN 1.50 P-09 36 INV OUT 1.50 I 1. UTILIZE EXISTING GRAVEL AND ASPHALT AS CONSTRUCTION ENTRANCE CONNECTION TO TARK DR. w-aa HEIGHT dam to Sump q I,/ / - _/ // I I 2. INSTALL SILT FENCING AROUND LIMITS OF DISTURBANCE WHERE SPECIFIED. " __ I / LENGTH: nrvc D�TCHORA�F ♦ 3. INSTALL TEMPORARY CHECK DAMS WITHIN EXISTING DITCHES WHERE SPECIFIED. EOP ELEV.: it I(SEESTYPICAL DETAILS)/ / 4. EXCAVATE STORMWATER POND-1 AND DEWATER TO EXISTING ON-SITE DITCHES UPSTREAM OF CHECK DAMS.USE CB-w HEIGHT, ELEV.:1.50. -aa,3s INV w.1.so P-o9,3s INV out.t.so / \ - ■ SILT SACK AT OUTLET OF DISCHARGE PIPE.AFTER EXCAVATION IS COMPLETE,INSTALL OUTLET CONTROL - im o q P // //' ♦ / II x l vi STRUCTURE WITH EROSION CONTROL SKIMMER AND STABILIZE SIDE SLOPES. RIM ELF, so' -___,/ >//'//' • p�'' 5. EXCAVATE STORMWATER POND-2 AND DEWATER THROUGH COMPLETED POND-1.INSTALL EROSION CONTROL CB-10 SUMP ELEV.:61.50' P-09.36• INV IN:1.50 P-10.36'INV OUT:1.50 / I I Q ;w Aadie HEIGHT:<Eim to Sump Height>. _ ' '\ I yy p SKIMMER RI COMPLETION OF DE WATERING.A NG. - ♦ I 1 , 6. TEMPORARILY STOCKPILE MATERIALS AS NECESSARY WITHIN THE LIMITS OF DISTURBANCE.TEMPORARILY RIM ELF,700 _ ‘/, I I ■ I I . '7" V wo 8 STABILIZE STOCKPILES AS REQUIRED.STOCKPILE AREAS MAY ALSO BE USED FOR CONSTRUCTION STAGING. C3-11 SUMP ELEv:1.50. P-12,36" INV IN:1.50 P-11.36.INV OUT:1.50 /' // ' /i PRIMARv riE I /, I 0 .11 `w�i' 7. STABILIZE STORMWATER PONDS AS COMPLETED.PONDS WILL ACT AS A SEDIMENT BASINS FOR THE REMAINDER HEIGHT:<Rim to Sump Height> I / _/ /' ii �, IDE SLOPE:3:1 /ca I I C, I-� q,A L2 OF CONSTRUCTION.THIS IS A CRITICAL IMPROVEMENT AND MUST BE STABILIZED WITHIN 7 DAYS OF COMPLETION. RIM ELEV.:).00' / I / _�// / \/ /y (SEE Tw SDETAIL) ml • / �^y a m p O 8. CONDUCT GENERAL CONSTRUCTION ACTIVITIES FOR INSTALLATION OF PROPOSED ROADWAY,DRAINAGE AND CB-12 SUMP .:1.50. P-13,36" INV IN:1.50 P-12,36'INV OUT:1.50 / I ✓ I 1 /✓l I I . / I I-� p UTILITY IMPROVEMENTS.LIMIT DISTURBANCE TO 20 ACRES MAX AT ONE TIME.SEE SUMMARY BELOW. HEIGHT <2imEtoVSump Height> ./ / I' _ /,/ ♦ ■ DISCONNECT AI Q o¢z D 9. INSTALL TEMPORARY CHECK DAMS AND R.E.C.M WITHIN NEW SWALES AS NEEDED. RIM ELEV.:1.00' / 1 / / I " / • i' I ExISTINGDRCH oo aI K� p 10. INSTALL INLET PROTECTION AROUND CURB AND DROP INLETS AS NEEDED. P-14.36.INV OUT:1.50 / - FILL ELEV a XI.., p } ' 11. DURING THE COURSE OF CONSTRUCTION,MAINTAIN SILT FENCE,TEMPORARY CHECK DAMS,INSTALL CURB INLET ca 13 HEIGHT SUMP ELEV.:S t.so P_13,36 INV OUT.1.50 _ I / ''~♦// // % ML 0 F-I 0.m Z6 m PROTECTION AND ANY ADDITIONAL PROTECTION MEASURES AS NECESSARY AND WHERE NOTED. SEE DETAIL SHEET 13 R im a Sump H q - _ / / , II z 12. PERMANENTLY SEED AND STABILIZED ALL DISTURBED AREAS. M ELEV.:9.00'a /' _- / • Q,! 0 w 0 O 13. AFTER STABILIZATION IS ESTABLISHED,REMOVE ALL TEMPORARY EROSION CONTROL MEASURES,CLEAN OUT AND OCs-01 SUMP ELEV.:4.00' P-OCS,36 INV OUT.5.10 -/ /// ' ^o I a / / ■ [i] U R a O•K..t RETURN PONDS TO DESIGN CONDITIONS AND SEED B STABILIZE THOSE AREAS. HEIGHT:diem toy p q / /�''/ // /-\\ / // a- _ Jr F,yI '"m�`i ^�/ \\/ / vi - _/ • jI ' : �� /y \�\ if aom /•/ \\a I E 9 \ / . ■ I '' /X\ ' /'' i / I / \BPE:9.75' \ / J I EL DISCONNECT •�' ♦ '\ /\` _ / / I m m /EXISTING DITCH WS \ _- - r / / I \ / _ /,// A 2 I I I C/] SEDIMENT BASIN NOTE: // //// TD ELEv.a2 /0 -- /i/�� ass \ aP: .J5 ■ Z DURING CONSTRUCTION, ,'/ POND-2 SHALL BE UTILIZED -- ' �/ I' SWALE INV.,550 1 / � v 1 I I I I-7 y AS AN EROSION&SEDIMENT - I ^�l /' ' ' - I B'� \ \ \ �-1 F-I CONTROL SEDIMENT BASIN. 1 W" ' -/ ♦ r9� / / \\ \ \ \ I I 0 AFTER CONSTRUCTION IS I/_1 1r Zg,6 / I I I� _ ',•/ 5,50 Cr 1 / / / / \ \ 1 COMPLETE AND THE SITE IS I - / / / / �! / \ 1 / / / I I 1 I I ■ PROPERLY STABILIZED THE - O -_/ / / / ♦ \ I I I / 1 I I II■■■(( POND SHALL BE CLEANED // XV�/ _ • 115 I I 1 R/w 60' I 1 , 1 1 1 AND RESTORED TO ITS -/" // / --_ /` /'/�/ III; 1 } / / / BPE:9.50' / I / I I F DESIGN SPECIFICATIONS AND 1 tyXk' _- ♦ / III I // 1 THE BANKS PERMANENTLY I /' _,/ /� \\ _- ■ STARII 17F0 WITHIN 7 DAYS 1 J/ P\ \'3-/ / I' - / //I I I / \\\\ I /// \\ --- \ �■/■�) //) / f.}'Q``/ / I I / i'/•♦ 1 I \\\ s /' PRIMARY SWALE \ ' V` O O --/ / -- 1 • - \\\\ / 11`____- SIDE SLOPE:411 \ U /' / 'Q /-_ _ m \` \ 9 ' BPE:9.50' --_ (SEE TTP.DETAIL) W 1� UF/ -dst'' / / --/ / /....,,./. I \ 3 A .. ---,_______ ./ P/' -.� / / 7 ll ��' a lev. DscorvNEGT' ^ "EXAING D�TCHOBA�* - --- BPE:G.50' i/: II 1PROPERTY LINE SWALE�_ --9_ FILL TOEXISTINGEOEv."0.0' d1SH0 N OFFSET FOR CLARITY'/ / // (SEESTVPICALLDETAILS)`// / I F--'- -b I 1 (SEE TYP DETAIL) rlNO/ -/ `/ ---_0 1Q PROPOSED SILT FENCEEII`/ 1 /''1 - I BPE.9.25 _'' LENGTI:t350 LF3O vI I -__` i 1 INSTALL ALONG TOP OF ' FEXISTING DITCH BANK W14 _ I/ hN aJ I (SEE TYPICAL DETAILS) N� - • 0I'll9 _ �, ` JL I �p_ / SHo ET FOR CLARI I F /' __ // /'./ 1 a I WN oF(SEE ttP PERTY EDETAIL)SWALE 1 I I w 1 I /' ' / / '' /9 / - 1 �i. I JL a PROPOSED LIMITS ,, i 1 O S. , OF DISTURBANCE . // __ /• I BPE:9.25' 1 AREA.25 AC. 10/ in / /' ////// i/-// '/i' INV.O`T:1.50 I^ � G CB-10 BPE:�9.25' [ ■ I II /// ___ / / / // STORMWATER POND ■1 • P�10 ■ DI 1 --____ 14 I I - /^ / _ - - ,I I (SEE TYP.SECTION DETAIL) -- S a0g m - (n /i//( / / /' /♦ I \ Ill, CB-OB I CB-01-__0 -___ P-07IIIT __ _ DISCONNEE%ISTING m _ \\ FILL TO ELE0 ce TEMP CHECK DAM,' DRAwDOWN SKIMMER • i / ////�7 INSTALL N E%.WITCH SEDIMENT BAS N B 1 m l ____ . ■ �Y��YYY/// (SEE PRIOR DETA TO IL) T`;� ` SZE PTR DTEBLE I -6 I I N /A�, /ttP .. /• :f�(SEE A L) /--_• BPE:9.25' // n'Ir \I ' as u • �� INV.OUT:1.50' • --__-� 1 1 / I '�/ I P / s ♦ // I , 4.3 • T ' ` / \// m rnf m Z :'.'CH...AR.I �.I� /// \ RD LENGTH:SILT / c ... _.5._..._ I • 1 /A I I /. . . . . . . / M. u.l F :..1.t..1.; 5S/0\ I"czaLrlrvc o'icr;°eA°F a �� .. ..._. ... 1 19 II ' ■ 1 Q D .. s4�4,/,/,/ / x> (sEESTvpICAL DETAILs)� ♦ / . // m\ Y'A ��! ' 7- 1 BPE:9.50' d1 • / �wH/ -J----HB \ PROPERTY LINE SWALE CC f J(nIOF ).00 �; I LONG REAR OF LOT O J LLI • ^•`_ / AREA 25 E/ ' / C '° (SEE TIP.DETAIL) ` -/ X l • ;a`• s .;•��,� 7 -_ / ♦ / �� CB-11 / Al \ .ZI BPE:9.50' __ /> ■ Z O U ■I IS'uMA�t.\\ /V ) / i% 0 1 1 I _G 11 _ LL Z 0 06/21/21/911 1'•=40' / '�' .er * DEWATER POND-2 TO r r• I I ( I _ _..._ 1% ocsloxEo- excclxo. `\` / /''�' ♦ DRAINAGE CONNECTION I I II _ _ _ ____ BPG MSB A 'I 0 TEMP.CHECKM `/ 9-- TO POND-1 \ yS • ■ INSTALL IN EX. /- I F_- / :i// (3PA PRIOR O WORKLTCH / / Y (SEE SEQUENCE) -----`- 7 -11 $ `� 9_a v,\/ l / r _./, / E TYP. AD) , I I. II8 r r L @ 8 A 1 1 a • �\I pRA DMK APPROVED.BPG hi / OPEN / 1 -9_ u II SHEET: } PROPERTY LINE SWALE c ' I/ :�. ,r �'� I r r r 1__ 8- T 1 SHOWN OFFSET FOR CLARITY 1(�c / / 1 Y'�� `> \ • ml ___-_ PRIMARY sw DISCONNECT DITCH 00 5 of 19 (SEE TYP.DETAIL) PRISID SLOPE: ■ • // 1\\ \\e\r\ ' r ^ 1 SHOWNOFFSET1Poo DETAIL) E • ______ PEf 9.75 (SEE Tro aDETa L)� FILL TO ELEV.a. 1 e r ., / 6 >\\ 1 CAD FILE: • �I 1 r I \I �� 473500B1 DISCONNECT PRIMARY swaLE ■EXISTING DITCH VI/ �. OVER PIPE ,2y/ SEE FOR RAIL) I D PROJECT NO: 9 FILL TO ELEV.8.2 SIDE SLOPE:4:1 /�/\\\ Q Iw BPE:9.50' DE '( P , B / 1 ' ■ ` i 1 LL ,// . . e(SEE TTP.DETAIL) // \\ \\'♦ 'I ON-SITETO Ao£5� II B .. 1 9i\ ___ _ ,'s� / ` 4735 . r 1 A MINIMUM OF 36" OF COVER SHALL BE / s / / . MAINTAINED OVER THE INSTALLED WATER MAIN. // . 14 13 A MINIMUM OF 24" OF SEPARATION SHALL BE PROVIDED FROM BOTTOM OF STORM DRAIN TO // / MH-o5 L ` RIY E1lV.:9.Stl CONTINUED /O F,�( r F,�( (1 (1 J IJ LJ LJ LI ¢U e z TOP OF WATER MAIN. / S Ma/ 0!7,,i wr-D... L1N\\VVI II N\\VVI U J-o ff„ A MINIMUM OF 18" OF SEPARATION SHALL BE / 12 m En¢"a PROVIDED FROM BOTTOM OF WATER MAIN TO / y SEWAGEATER SERVICE/ p9 " Jj � � (TrP.) "GE(TIP.) LL TOP OF SANITARY SEWER. (SEE SEWER DETAILS / q`O ��A � 2 IIIMI FOR ADDITIONAL INFORMATION) Zolsp9,- 15 I �� 39I2 SANITARY SEWERst8.11_ SFIiNCE(1YP.) MIMI �'oDITCH CROSSINGS MUST BE DUCTILE IRON PIPE / &P' ' I 11 W AND HAVE THE PIPE BURIED NO LESS THAN 24" PQ��e • �i RILI ELEV.:&25• E UNDER THE BOTTOM OF THE DITCH. il o�``y IWATER MAIN 3 I SANITARY SEWER • �9.0 13 &OD S5-o7 INV'WTI,.25 ®®WATER MAIN SPECIFICATIONS AND DETAILS FOR // 16 NG sER"�( • /lsl44ill _THIS PLAN, INCLUDING ALL MATERIALS AND ° ;&,°• HYDRANT 10 1-`" - • ,llf-II INSTALLATION METHODS SHALL BE PROVIDED, / DROP EX.WATER MAIN , INSTALLED, TESTED AND ACCEPTED IN // :? - _1 Lu BELOW PRPOSED CULVERT 5.92 5.9I-F ACCORDANCE WITH "STANDARD SPECIFICATIONS / • I � a : I o AND DETAILS FOR THE SOUTH CAMDEN WATER & EL I I oo • SEWER DISTRICT" DATED 7-23-2015. NCDEQ7 • 1E EXISTING fi w a • w OPEN y I z PWS APPROVAL #15 00699, DATED 10 19 2015 / / I WATER MAIN t s • o SPACE I 1 .23 z o R i o R. / z 0aoN, • a W1, 1 O F moU • I DROP EX.WATER MAIN BELOW PRPOSED CULVERT - - - r5.61 5.82 U rig! Z 7 • ,8 I I °�_. r I 2 ; rig /" I I 94 I!bI j• 8 • I• iJw-o6EXIER"MI 11k ,A/SANITARY SEWER Z-Po ELEV.:&EV _ 3 I .� � -� � � / LL-L .19 Z w• 1 No. I 7 • •. �I I • 3 =am .A w ; I • /// SPACE O ♦ 11 § 3 �-.- - J cc / / 27 wwm I v / / S H DRANT I• I Q IIE / SERVICE(ATE' 26 I G� a z 0 P / F 28 3 ExISnNc ¢ / / E NX-01 25 24 23 22 21 20 W W~ur 4 RIM ELEV.:9.50' MX-02 NH O3[DROP] L$-OI-W ZY V / 1 I INV.IN:&00' / \ SANITARY SEWER I RIM ELEV:9.80' RIM ELEV.:9.50' • • •• • O 55-01 INV W...2�� SANITA (TP.) f IPoM EIIV.:&50' SS-021NV.IN:-&1G r y PROPOSEo 4"50R-it // \\ T r•INV.IN:1.J1' LS-OI-WW 55-06 INV.IN: 273' YSARITARY FORCE MAIN(TYP.) 55-02 INV.WT.1.>t' SS-07 INV.IN:COE PROPOSED a STIR 21 ©. , ORIM E41NV.N 3.89 •' I "/ \7SS-03 INV.OUT:-2.7E SANITARY FORCE MAIN(TYP)� l Fz1 L• �Q •• SS- s / 55-02 349.12LF 8'SDR-35_ 23fl5LF SON 35 I�j 455-0417.681E 8'PVC 01 293.941F Y SDR-35- �_ I' ' z EXISTING I MX-04 1 SSEMBLY It - - - - - - . - - - RIM ELEV.:&50' EWL EWL EWL ENE' Zr� s• BLOW orT I i ) . . w Exlsnrvc WATER maw O f-ISANTA FE STREET (60'RAW) 55-OJ INV.IN:-lE • C/1p SS-04 INV.OUT:-EV T Z O ASSEMBLY AS R�oWREo I!I[(1'�1 I \ l- (I EXISTING -• 7Z w '\ EWL-EW - EN_-EWL EWL-EWL-EWL-EWL XWL-En/7- F 1EWL -, L WATER IIFy�-�� ❑ ORCE MAIN TO CORI SS i. VALVES 4.1 Q F 6'BELOW E% TCH /S„,,,, T• •• �9 V• d �� EXSTNG 1 • Q I �� i EXISTING 2'JWEXISANG gtER MAINE%IS11NGI1i fi"STUB WATER MAIN ONG 6 GATE 1 /�,�� II � DROP EX.WATER MAIN HYDRANT VALVES BELOW PRPOSED CULVERT ,1 "1 � FORCE MAIN•SERVICES 33 34 35 36 37 38 i 4 rM-FM BE CROSS ER 19'- . 3 1 a Z 7iii BELOW WATER MAIN L. • 1•W = I U 0 OFF-SITE FORCE MAIN NOTE F .` I24.. MANe W CROSS STORM PIPE I m z U TIMING OF THE FORCE MAIN INSTALLATION WITHIN THE CAMDEN I 32 g STATION PROJECT SHALL BE COORDINATED WITH OMER AND S o CONTRACTOR OF THE ADJOINING CHURCH DEVELOPMENT.FOR 31 , N ADDITIONAL DETAILS SEE'CONSTRUCTION DRAWINGS FOR HARMONY BAPTIST CHURCH` I I L 3 1 O of PROPOSED 4'SOR-21 F 3 SANITARY FORCE MAIN(TYP.) I 1 U 1: PROPOSED SANITARY SEWER •I \ - _ III 1 L 0_ • I.I O FORCE MAIN FROM ADJOINING J DEVELOPMENT (SEE OFF-SIZE FORCE MAIN s S3/4 P WATER z Z . NOTE THIS SHEET) CE(TIP.) 3 W 09 2 0 I \ HOD RECflWNG PIT 39 • MIN.5'FROM TRAVEL LANE SANITARY SEWER ('. _ SANITARY SEWER PIPE TABLE1 a ICI 1 "CE(TYP) v NAME SIZE LENGTH SLOPE MATERIAL Iy- - 1,„ I \ I (n SS-01 8" 29394. 0.409. SDR-35 1 1 NH-0J - l� %tOPOSED SANITPiLY FORCE MAIN- SS-o2 e" 349.12' 0.40% sOR-35 ;O HORIZONTAL DIRECTIONAL q6: Z o RIM ELEV.:&25 LENGTH:100 LFt O a 55-03 e" 238.65' 0.40z sDR-35 SS-O7 INV'OUT:1.25' =- _ En Es '2 I n SS-04 8° 17.66' 0.429. SDR-35 j�� - - m m 7W W o 55_DB a aD DaD% 9DR_VS 1Et 995R6 <`I I FI M • •• = : E -E:,•;17: EW ExIsnHGWwgTEa MAINm SS-07 8" 276.01' 0.40% SDR-35 BELDROPREX.SWATERL MAINw • -EWL-EWLsI ow P Po ED cu PERT US HWYi5BaRELATION OF WATER MAINS TO SEWERS v. SANITARY SEWER STRUCTURE TABLEII (too'Rn^nxFM(A)LATERAL SEPARATION OF SEWERS AND WATER MAINS.WATER B%FM-Arv.FEMgINMAINS SHALL BE LAND ATLEAST IH FEET LATERALLY FROM XFM�XFM e EXISTING z STRUCTURE NAME: DETAILS: PIPES IN: PIPES OUT -XFM XFM XFM-XFM- EXISTING OR PROPOSED SEWERS,UNLESS LOCAL CONDITIONS • -�! .t WHICHRIM OR IERS PREVENTA 10-FOOT LATERAL SEPARATION--IN ' OPEN L I _-- ..'C�,!C�BOlj"iy LS-01-W SUMPEELEV.:93.00' CASE •• • PROPOSED COMMON ui HEIGHT:7.00' HE WATER MAIN IS LAID INASEPARATE TRENCH,WITH THE 1 SPACE I LAUNCHING PR TO EC SANITARY FORCE MAIN QPFF.SSI,°°! RIM ELEV.: ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST M LS-Al-WW SUMP ELEV:99.80' SS-04,a INV IN.-3.80 iB INCHES ABOVE THE TOP OF THE SEWER;OR MIN.5'FROM GRAVEL LANE IN PROPOSED UMW VAULT I\4 - TEIGHT:19.3a 20 LF OUCPIPE CENTERED OVER IN. . (SEE TR,DETAIL) .. S :L = (2)THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE IRON VELD LOCATE] F RIM ELEV 9.50. SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ONA 0 O" 0 0 AY• MH-ot SUMPBENCH OF UNDISTURBED EARTH,AND WITH THE ELEVATION CEN E E I 9`,Ngl .. `y'V` SUMP ELEV 1.30 SS-01,B NV OUT 231 (B)CROSSING WATER WATERIN OVER AOEWER. WHENEVER IT IS EXISTING OR PROPOSED SE OVE FINAL DRAWING DATE 06/21/21/1,11/Ik L@ HEIGHT:700. OF THE BOTTOM OF THE WATER MAIN AT LEAST 1B INCHES __ Q E� +71 RIM ELEV. 850' ABOVE THE TOP OF THE SEWER. - APPLIES ONLY _ ON S LESS il MH-02 ELEV 1.31' SS-01.8° NV IN:1.31 SS-02.8'INV OUT:1.31SEWER MgIN THAN t8'ABO THE HEIGHT:7.19' EXISTING SEWER MAIN. I I =60' RIM ELEV.:9.60' S5-02,8" INV IN:-0.10 WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE 20 LE DUCTILE IRON PIPE CENTERED uNOER WATER MAIN. -' -.- NOT RELEASED FOR 00010000 0000Wv. MH-03 SUMP ELEV.:-2.73' S5-06,8" INV IN:-2.73 55-03.B"WV OUT:-2.73 BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE SPIT MSB HEIGHT:12.33 SS-07,B INV IN.0.13 TOP OF THE SEWER,UNLESS LOCAL CONDITIONS OR BARRIERS EXISTING WATER MAIN I CONSTRUCTION RIM ELEV.:8.50' PREVENT AN 18 INCH VERTICAL SEPARATION-IN WHICH CASE • 9 [P.M, APPROVED. SUMP ELEV.:-3.70' SS-03,8" INV IN:-3.70 55-04.8"INV OUT:-3.70 BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF Dann.oR PROPOSED SEVER MAIN/1\7/7y� DARK BPG _ HEIGHT:12.20' FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT ENE 1 RIM ELEV.: 50. TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON SEWER_ • • SHEET: MN-05 SUMP ELEV.:90.58. SS-05,B.INV OUT:-0.58 EACH SIDE OF THE POINT OF CROSSING. CENTERED OVER WATER MAIN. �WA MNEOSEPARAnON REO'D R I L 1((�� HEIGHT:10.08' (C)CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS OLT DucnLEI ON PPE 60 0 30 60 120 240 6 pE 17 NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, �NEW WATER Mary CENTERLINE U. MT-OR M ELEV.a1. BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF - ° I I� - CAD FILE: S RIM 10.4680' •ss-os,a INv •Irv.-t.ao ss-os,a INv ouT.-i.eo FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER 20 LE DUCTILE IRON PIPE CENTERED UNDER EXISTING SEWER h 47350081 RIM ELEV.:6.25' MAIN STANDARDS FORA DISTANCE OF 10 FEET ON EACH SIDE (//�`' F� F� M M MH-07OF THE POINT OF CROSSING.ASECiION OF WATER MAIN PIPE WATER CROSSING SEWER DETAIL l\ .,O� ��E I L JII-II 11l`6 Cl I I-II�E J PROJECT NO: \�JJ LLLJJI VVV LLLJJI LLLJJI VVV��JJJ LLL Ll Ll �/J �JJ LJ Ll LLL LLL 1"=60' suHEIGHT:V7.00. SS-O7,e INV OUT:l.zs SHALL BE CENTERED AT THE POINT OF CROSSING. GRAPHIC SCALE 4735 A` / t e CHESAPEAKE&ALBEMARLE RAILROAD (6s'RAN) — _ _ PERIMETER SEE NOTES THIS SHEET) / &POMP9' ` V91Cars,'91 9 9 9'9'9 11... ) • 4' ° 9I'99I 99w mE"2 E-, (NORMALLY DRY)ACT IVE REG AREA D95 A C AP O\l+ HUMMINGBIRD _ T 4♦+ +.� i - _ ... ... ... ... ... .. ... ... ... ... ... ... GARDEN( .) 'CONCRETE SIDE ♦ PARK BENCH (SEE TYP.DETAILS)"L �1» ~ PIER Idol ///� • ICO \ (STRUTMNRE \ 00 Li m ° G// k BENCHES(AjNS \ uiOpMwAIER POND / \ RS) \ BEET YARD BUFFER ,, E V PERIMETER BUFFER B N RECREATION (SEE NOTES HISFSHEET) EEs AREA FOR FSH NG (SEE NOTES THIS SHEET) \ SA LBOAT NG& `v11v� � E' t�' �O. • I \ FOUNTAIN// V �M ø )t \ N 1111 FO WO/NY£STORS WAY fT _- !�``,� ° \ • / / V NAROON6B RPSTCH CHU11141r/ RCH ar?PrzRFLY CARDENs .N. z o p 8 OB 30H RO MB \ 5'CONCRETE SIDEWALK vB a s'. » (SEE Tw DETAILS) / s'CONCRETE s1DswALK i� _ 1-a : 69 0 s` , �♦ - ' (SEE TrP.DETAILS) D P-1 y �,a / • / A w 0 fSTREET UGHT 00 ao �f4 r.;;,,,,,,,ii . ,Vg2'.1 PICNIC SHELTER (2 / (STRUCTURE BY OTHERS) / yCip V O O c . ‘, • • STREET YARDI y ul F/ - (SEE NOTES / A /� d'µ�3 y_ �_ew/r4 s CONCRETE sDEwALK sT° P°� �� ( E rvP.DETA1Ls) ''g° mw'\ syNgPEN SPACE kZ • \ T AltR1GDL DRaL BU ERo• �� (`�EE Nores THISp� // EE>7144 N.. DOMINION PowER Zi/�/ CONCR R � FULL CUTOFF LUMINAIRE 1 p FTC � LED W/THE III DISTRIBUTION V IE (SEE Tw of ao SwALu w/A TWE III DIs1RIBunoN \\��--//.e 10°-150 WATTS HID EQUIVALENTp ��//��j 411Pr � 12'-15'MOUNTING HEIGHT Z trill OC4 (SEE r oETAIL) '''''' , 01411 4 d i /04111 PERIMETER BUFFER �\ j / ook ^ (SEE NOTES THIS SHEET) ��({(r1\ \ ROUND TAPERED COMPOSITE POI£ 0 v(4. mil , �. , / �' N p z V11 a��A aDA s1DEwA Z 0 / HIGH (/—�� ICI / �/ GH Seurr ` U \ O/fir CROSSWALKS PULL BOK a5 rTl \ ` �` (SEE DETAIL) NECESSARY w 7C U-2 ‘ B0RORT.HO 1 ` \ \\' p\\ ��\ A\\-J y\ I�Pe e s/x mJ / mxi0'CLEAR \ Q \`\a o `o \\ �>•\`•"�\o • �� .i scHT TRIANGLE O \` f \\ ^' 1 �j / (ALL 4 CORNERS) O \�w�.. /v .\�n� Z\y E—) ♦ �// Pnreu INCH sHEL Ere \\JJ� EMBEDMENT D \\\\ / v fim a O p (STRUCTUREBY OTHERS) • ir �� Wit A\vg44 r y z FISHING (ttP)BE / \ GROONIREMENTs PER MANUFACTURER `""�`D SUPPLY CONDUCTORS ONLY ��• `•/ �' ` B BY OTHERS)PIER - DEPTH PER MOUNTING HEIGHT L O U 0/ 111/ BD js / STREET LIGHT DETAI i S oVTMTURE y PERIMETER BUFFER ERS) � NOT TO SCALE p N Ilk LOCATED AS SHOWN ON SHEET 6. _ 41117 (SEE NOTES THIS SHEET) rvc ETE SDEWAAlit \ j]�;.,y� � (SEERTVP.DETAILS) 4 4110, / �� _ r,;X" O PARKING LOT LANDSCAPING a "� (SEE NOTES THIS SHEET) J STREET YARD BUFFER TREES RFED ♦ \ (SEE Norz TH1s SHEET) \ OPEN SPACE CALCULATIONS nON/GATHERING AREA g PG REcreEA \ + �. / tol"v. , REQUIREMENTS o / RH 4 ST PG JOJ 111 RESIDENT MAIL BOX AND ` ��' ` `� c rvcR TE s1DE4041Y TOTAL SITE AREA za.6e Ac. CO z \ Tw.DETAIL) ♦.F�•` (SEE TmE°ETAILsj"L REo'D.OPEN sPnLE 1sO%(REV3 73 AO Z o x \\ JH BUS STOP IMPROVEMENTS (SEE INSET ON SHEET ET aslRE DGH w\-• JSR OF REO'D.OPEN O U )/ (SEE ET AILj 4,1 ''�/// / URBAN OPEN SPACE SPACE(2.8 AC.) �Q 1 ENTRANCE MONUMENT C /�/ ACTIVE OPEN SPACE SPACE EO'D.o W PERIMETER BUFFER / OF (0.93 ACP)EN p (SEE NOTES THIS SHEET) (STRUCURE BY OTHERS) / QA `\ ENTRANCE MONUMENT PROVIDED (BY OTHERS) �,yV6'„ \ ` \ OGRICU TURALkBUFFER TURFED GATHERING AREA 0.83 AC. � SSEE NOTES THIS FISHING,SAILBOAT,KAYAK AR. 1.295 AC. o ° sit/), \ 74' • VIM` 4110114,,/ HEED URBAN GARDEN AREAS 0.10 AC. Ci I /so, / Pees/.Pc>m Rccc -HIGH wsBlutt PICNIC.GAZEBO.SHELTER 0.07 AC. I L' 1 • / CROSSWALKS wv / •\ } (SEE DETAIL) \SO BEW CH PREAS 0.06 AC. P� O(Z • // / F..YRA : !: AEKWAYS 0.495 aC. `N `� [\` ill URBAN SUBT 2.85 AC. `_ OAK * ��P J6�O '� PB�`� .o> STORMWA E'R" 0.95 AC.4117 3.90 AC.. C.%. /1. / N ` SEE NOTES THIS SHEET) 2/25/21 �D \ \ ( '', 10F TOTAL OPEN SPACE PROVIDED 8.06 M. DATE o ) `. • TOTAL REQUIRED 3.)3 aC. oDESIGNED RAwBP A»v�uM \ BPG MSB BPG / •\ / aPROF e sR•eK ae \ / SHEET: N_ ci / \ N 4'P OH esz PN of/ :• `.Qg / 60 0 30 60 120 240 �� o} - 11 GAD P1473500B 1 \ Q/. n PROJECT NO: 60' aP 2 GRAPHIC SCALE 4735 L EirSA �0N mod' NE` rhx \ \ s\ / W 1• 1 I .Ip l I1 • I •\ I q I J I I II \ 1 I r lI \ PRIMARY SOPE 4�1 I I I I I/ 111111 I n n \\�\;;V -9 • 1 m �� 1 I A III ` 1 11 (SE[Tw.DEiAIU 1 , A o \\`� ` ' IL I 1 / I a I 1 11 11 1 1 / I^ ` \ \\ \ \ NI \ / 1 i 9 r 19 8 r9 11 r r \ \\ E ��a\ `�74°' / �r 9{\ 1 r /- _ II 'I / HLo- r �. I 1 r 9\ 1 9i I m Exlsnrvc P/L swALE \\ tea `®.14 - \ \ w �„m 1 1 • I I 1 1 / TO BE REGRADED \ = _ RR\\ m`-- - \ r .II r 1 ° 1 I 1 1 SIDE SLOPE: \ �``��,\ \\ y m `---- -_- I I 1 / I I / I1 I (sECETw.DETAi�) 1 q w o \\ 3/4"0 WATER \ 9-_ ¶ I / I /1 _ �cii .I't / l A \ SERVICE(TmJ 1 C m I! Il / 0 3 m I A I I I / `\` _ 9 m 1 8 m 7°' s m \ 5 m 1 i4 m m \ 2 m 1 m I I EXISTING ROADWAY SWALE // \\\ -..• / m IL m m m I I m I TO BE REGRADED p \\ '//' \`\ a --- 9 III-O3[MCP] u I \ PROPOSED 4'Sat-21 L NGIH 135'2 1-vi 1PoM ELEV.:9.60' SANITARY FORCE MAIN(TYP.) S DE SL PE:4: pt•0 SANITARY SENEIt 1 \X 1 Cq O' SERVICE(TIP,) J II SS-02 INV.IN:-0.10' E ISTING 6" SANITARY SENEIt 1 - I (sEEETw�OETAILj� } Iyz/ �� SIDB1SEIMCE(TYP.)\ ppJMH-OB55-0]NV.NIN:Q17 / r IMX_OJd OO'G'// � �\ -- \- ��6� SS-OS INVELEV.:- LJ: II Ii AL \__ I 1 -- - RIMEIEV:8.23' 6.60 f9-0I / $ ImoI--[g[-\\ _ - .. �� SS-O7 INV.OUT:1°26'.. �� 5.84 - O ��"z5flIM ELEV:9.Stl \ m :�-- ■■55-081NV— i 1' ._ _ ,� _�T.IP // • •g II .9 55-031NV.WT:-2]7 - /• MH-OS-05 INV.WL-a5B' /1 / `'gym -- `— ss-aa zz7.B01F sae-35 _JI �I� E'EL�jV a } 09:z// I- SS-05 301.921E 8'SDR-35 �� —�� I/ L!!d:7, 6 _ ! •• __ o 0(.....................\ .n�� ©J .. ,__ - __ m_ �_ _ - _ �__ _ •______55-0]2JB.OIIF B'SOR-.15—n ___=i �T —�!nu ru i- - _—w vb—kf— O' z0S9i� g Rg _ 6400 w_ _ g - „ g $ p F�� lam-• I ,��i 03,05 I �e — '�� 4. i ��i I Po:BHS&BO I ---I- i — I 'TARK DRIVE eo'RhV p//LI ®-10 ce w BOXCAR WAY (60'R/W) _ --9" _ ( ) 0. y`� ,02 Exlsnrvc Blow ` _ _�q��lM3 • -9M-2 I. 4M3� .3_ M1a ZM3 3M3_ 3�.TM3 lM� 5 `-' __ _______ -I c 'JJa / jN3 a RE AV '777i' lM3 lM3 lM l 3 a N �/ -- - __ p -- - _ ---- ---_ 1 -__ / - \ 1II//I '/�\ SB2 B _ saz - WA Qo6m.'� c n ,' -'�0 11 ,••;; ELDW PRPWOSED CDLVE J - ( GAME VALVVES r8 '� I OOP 7 ' TER MAINEXISING 6' Cl. 2.O0 14w �'/ATE MAIN 9 WATER MAIN II D X R - SANITARY SEVER- __ . _ S y' BELOW PRPOSED CULVERT F DROP EX.W TER MAN �i �I II SERVICE Crw �� XS N /_ (-BBELOW, E IAIE SERVICE(TTPJ i ♦\W 1 E(IYP.) l CB-4 EXISTING ROADWAY SWALE I ri VV v'Wi Exlsn 1 F-i m/ W/nR G HYDRANT II 1 f/ 3/4"0 WATER _ ' TO BE REGRADED /g/i' - - G i n r/ SERVICE(TM.) 11 \.' m W N JPB SIDE SLOPE:4:1 1-� 5 a 1 7b] ENGTH:nS1 ,0 ----� 1.1 \ al im ' 'n 1 II I 1 / 20 38°' 1' (sEE Tw.DETAIL) ir 17 18" 1g°' r m I m 34"' / / / 1�m m •II I 11 m i •J w 11 / I ll m \ 1 1 m -- Z ALIGNMENT:BOXCAR WAY(STA 0+00-9+89) ce a SCALE:HOR.:1"=40'(PLAN VIEW) x Z 0 z °� _ 0 BI so 0 11 ix GRAPHIC SCALE I-I z ? o W UI--� U W g a a 1 s UN3 ZC..)6 a ° a a Wm d a 0 g 14 I `$ 3LL-oNti li -------- ---� 4 3 3 EXISTING FIRE 3-�i g$Z F,' 13 m HYDRANT ASSEMBLY _ ,s /(TO REMAIN) 8„ 8 gym _z_ '2 _ g _1.23i 3 srn rc5G 0.40R ROP.C L GRADE BEGIN CURB&GUTTER P MATCH EXISII iFF-- ,—�_'__� --- - M _y� 3�8,L PAVEMENT SECTION NG 9 O a? u 8 = EXIST.C GRADE iF - PAVEMENT SECIION� SECTION of Ex.6"WATER _____ -aD9x e N eo / EXISTING 6"TEE MAIN TO BE REMOVED LU LA' AND GATE VALVES END OF EXISTINGce J P. ASPHALT PAVEMENT 6 EXISTING 6'WATER MAIN 4—EwL— -EE'eXISTING —e..e,—�E _—�tvll LWL __ __ T rw1 —E1n_—CW- CWL CWL €(oC LW� 5 ST NG 2 WATER MAINR EXISTING 6"WATER MAIN(APPROX.) E v M EWL EWL • _ �Ex1sTINc 6•x2" !� FM M WI FM 1 l Ow-OFF REDUCTION / R M F ��`, Q m .^ss _ 4 (APPROX.LOCATION) \ U\ FM —FM FM —FM u =ELD ..CA E, ON, 3 I PROPOSED PROPOSED 4"SDR-21 PVC [�• SANITARY FORCE MAIN_ SANITARY FORCE MAIN. SECTON OF E%.6"WRIER 3 PROPOSED 4"SDR-21 PVCU9 Ci TURN TO SANTA-FE MAIN TO BE REMOVED JJJJJJ O Z 61 SANITARY FORCE MAIN 2 6"SDR-2,CPVC WATER MAIN P-08 36'HP 2 O :'A$__..°°°__ ,i�� DROP BELOW CULVERT I (CONTINUED SHEET 9) Z 0 AR �P-02 36'HP 07 ry " SS-oJ 27e.01 B.mR-35 a 0.40s D <CO° �@65S/gfe `� CUT PROPOSED Ce Q •4.4 S 6"SDR-2,PVC WATER MAIN n �SA CI J 3• 2 g. SS-05 30,.92 8"SLR-3a O 0.40R DROP BELOW CULVERT 2 J Ll_I °°•4^4"CLN •' •°��\ -3 SS-05 227.50'9'SDR-35 a 0.40 (SEE DETAIL) DROP BELOW CULVERT. -3 Z 0 '`'� Al �'�`` - -4 -4 Ly Z ATE: ' m 191'A��?•\` 0 0621/21 1•=afl' DESIGNED. CHEza:o. EG/FG BPG MSB ELEVATION` ad ad AT CENTER N . m LL w m LL w w m . w w m LL w w m . w w m LL w w m . w w m LL w w m LL w w onvmDMK pvrsovco. BPG 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 SHEET: ALIGNMENT:BOXCAR WAY(STA 0+00-9+89) 8 DF 19 SCALE:HOR.:1"=40',VERT.:1"=4'(PROFILE VIEW) CAD FILE: 473500B1 PROJECT NO: 9 4735 L Ye NEB Cll,lnar`."4 ''''''pN N G✓dj� IIIMI I • Im I ` IIIII I I1 W I , • 1'\ 1 IIII = 4 g D �_ �'I PROPOS ° LENGTH: SILT FENCE ISONN PE RE SWDLE I ; 3 . \\ VI gggggg I INSTALL ALONG TOP OF GLENCTHGRi 9oEt \ y II II 1I I w IAIB w o (SEE TYPICAL DETAILS) (SEE TTP DETAIL)EXISING DITCH BANK SIDE SLOPE 4:1 / I\ T L I Il r�I II I w I w ( \. / I 1 IIYY IIfV II Exlsn II ' /// \ 136"CMPTI II�N'I " TON TO EX. 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Q gIN TD CRO v9I^IIn 1 _- I II\ / \ \ \ SHOWN OF DET 111Q • ts„.............„......,_. 'MIN.24•BELOW STORY PIPE,'' m 1 II I I u. I - \ b \ R LARITY Z 11 I• I 32 V 1 s J 1 PROPER,uN swALE� J\ ` i J/�4 �, -"�� • 11Zi INV.OUT t 50 I 1 I II II BPE 25' I SHOWN PSET FOR curer 9 / I 41'_- / \1 11 0 �� ', I m 11lII i 1, �1 �� 811 8 �II I OFFSET TYP�DETAI�)� -8,� 11 I r I� r )1---------_ / I : IT ,_ U ALIGNMENT:SANTA FE STREET(STA 0+00-8+89) Ic SCALE:HOR.:1"=40'(PLAN VIEW) 0 40 0 20 40 80 160 0 II GRAPHIC SCALE El z ? o W 7 UI--� U W 4 9 s g g s m 3 O g x a 0 U 8m g m it 2 g o ? 14 m co 6N� _ n 13 m"' -YZ MH-04 �> STA.8+54.38 SANTA FE 5'wo 12 YH-02 EXIST,.EMB FIRE HYDRANT ?Z=Z RN ELEV.:8.50• 12 STA 2+58.85 SANTA FE `g55EMBLT(TO REMAIN) ,$�y It RIM ELEV.:5.50 1/ o G o$.8$ 54-0 SV IN:-3.J0 11 o a rc_ we - SS-01 INV IN:1.31 F ,1 s SS-04 INV ONT:-3.J0 10 co z SS-02 INV OUT:1.31 inn E th 9 -1BB3p . 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'fL`.L.W FOR DETACNs \/� \,\ \�\ :%\\ (1�a \EI V\A is,()\*.\ \ Ii! oAi FORAN PLANSONS) `SEWERSFORCEMA NY E 12 e,'P„ ]•1 12 ]^ 10 ]" L-I Fi TRANSITION ROADWAY SECTION NO CURB&GUTTER FORLOCA ONS, �6'� + ' ' /16 SCALE 1"=5' •'-LC I,DE VIEW PLAN VIEW CONCRETE FLUME DETAIL NOT TO SCALE SECTION A-A SECTION B-B SECTION C-C CD Ix o CURB&GUTTER TRANSITION SECTION Z 0 zo to 1 r-'4.,z.N : S _ Q Ce F - I/O R II- 24 _ 1/2 R III 2a" DC l .�Np/• !'' B - \ 6 Ga.), /B"x 1"DEEP 6 8'x t'DEEP Q t i90•'° � GENERAL CURB&GUTTER NOTES: 3/o vx 1 OI.R GAM JOINT \` csoovED oR sawN JOINT creoovED OR savor JOINT 3/e°x 1"DEEP H „�D AI yt�\ FINISHED GRADE (TO BE FILLED W/JOINT FINISHED GRADE (TO BE FILLED W/JOINT GROOVED OR SAWN JOINT 6" 1'-3'RAD. 3/6"x 1"DEEP Z U x\„/III 1. PLACE CONTRACTION JOINTS AT 10.INTERVALS,EXCEPT THAT A (TO BE FILLED W/JOINT / \ LER) \�i \\\ - LER) aa- (Ta BE FIWED w/JOINT 00vEo OR s )ONUS Z ATE: IIII S 15'SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SEALER) \ i /\' 3'R 1/e'R K \ �3 R t/B"R SEALER) RAD. SE ER F1LIco w/JON D 06/21/21 AS NOTED SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED �\j 1°\�\�j\%\ �y� \ 1" '::); SEALER)WITHOl1T THE USE OF TEMPLATES AT 10'INTERVALS —r 4" OPE 11 FINISHED PAVEMENT I/�/�% ° --1/2/� %\j�\j\ MATCH PAVEMENT SLOPE \. TEA FINISHED PAVEMENTFINISHED NT ! a h .fFINISHED PAVEMENT ocsaBPO cnccxEM$B 2. JOINT SPACING MAY BE ALTERED IF REQUIRED BY ENGINEER. - \` a `FIN SHED PavEMENT • IY• € 3. CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF 10" - ° T} °- ^ 10\-\��\ 3000 Ps corvCRETE, - ^ _ /\ \ 3000 PSI CONCRETE. ° a' -- o1wwN-. NH BOO d 6 TEMPLATES OR FORMED BY OTHER APPROVED METHODS. - 6 \\\\4 - ° - -^ e\�\%, -°- T 30as Ps co ° DT BPoDEEp.TRUCT NON-TEMPLATE FORMED JOINTS A MIN.OF 1-1/2" ° ^ ° + BUT JO ° '\'/\ ° - ° RETE BUT orvT\ 1N\\ nd 3000 PSI ETL4 l ' SHEET: MATCH PAVEMENT SLOPE —� 1 - + - \ I° g. 4. FILL ALL CONSTRUCTION JOINTS,EXCEPT IN 8"X6"MEDIAN CURB, I PLAINPLAIN BUT JOINTII� — 11 °F 1`($^ WITH JOINT FILLER AND SEALER. 18" 12" 2-6 2'_5" PLAIN BUT JOJOINT ~ 24" 24" y f 29% H 5. SPACE EXPANSION JOINTS AT SO'INTERVALS AND ADJACENT TO ALL RIGID OBJECTS. CAD FILE: CURB&GUTTER VALLEY SECTION CURB&GUTTER COLLECTION SECTION CURB&GUTTER DUMP SECTION VALLEY GUTTER SECTION 24 INCH ROLLED CURB SECTION 473500D1 NOT TO SCALE NOT TO SCALE NCDOT STD 846.01 NOT TO SCALE NCDOT STD 846.01 NOT TO SCALE NOT TO SCALE PROJECT NO: s 4530 I/2„ I/R. 1/2.. n 7 T TE I- • BE USE HA ACCORDING WATER W 35. 5 DETAILS G 0 G 6 `"' JOINTEXPANSION ,I ��SIOSSOLK B...UNCIAL .i7a R 1/a R /z. B-7 2.75" u D 0 N T 0 ��Ir LANDING / I- 43 .I ` PE "G"�TYPE "E'`TYPE 'F" 1.5"` - ° 2 2' NOT LESS THAN 2• A % _ L 1 A A 11 �' o z m I---I--I ��` 5 X6 ��/// B t 0.75" WATER FLOW SAG WATER FLOW '" } _000000_000000_ y - \'® BETWEEN RAMPS / _ W 1 T O) a S m°ry ry /\s / w �J P 000000 000000 11 FlP�NRS ON FJOINTD Ek2 SIGN F�OINTD J h ENo�Nx � FILLER x QuxD N `� ` .,,8 '` 40:�.� TYPE"A"JOINT TYPE"B"JOINT ATYPELKND A CURBS.ETC. 2'1 N 2-1 m 4nnY4 �� xD D WHERE SIDEWALK 'J1A A SECTION LL B� t SECTION MM „ .DM•)V•EE`D"^'1 , PlnFwaK AND WALKING TRAIL NnTFS� 1•.-", (s[[sxorts)utW cxD euTMM s 1. WALKS SHALL HAVE A a NCH MNMUM THICKNESS. SECTION - BB �• 2 CONCRETE SHALL BE A MNMUM OF 3000 PSI. EXPANSION JOINT K Axcs ss"(s¢N G MN 3 WALKS SHALL HAVE A 5 FOOT MNMUM WIDTH. B �- - - 1.5" 0.62"`� 1` lhp 4. CROSS SLOPE SHALL BE LMTEO TO A MA%IMUM OF 2R. CONTROL JOINTP('A`N %�1 ■� 1�� D,E l LIMITS P Q iooas'No.EOPT WHERE AL •�Id5'X4'aEAR sROS Musr��_ 2h `_, s. OF 1:2 DI:H SLOPE SHALL BE LIMSIBI�N ARAMMs'ARM FRAME, GRATE Nc HOOD ASS'Y NIMIUM EL �f t' 1.75"1II II II ill II II II III I FALL WTHIN caosswALK G WATER FLOW 2 25" oWATER FLOW SA A°ORAON OF ONE Ore 2" Ir. THE LATEST HANDICAP ACCESSIBILITY TRAILS SHALLY BE COMPLIANT 2" SECTION - BB �� t SECTION - AA MAY EXTEND OUTSIDERA THE BOTH E D.E,IP w °016 6. A TABLE LL SIDEWALKS o SIDEWALK JOINTS � SECTION PP TYPE "F" TYPE "E" TYPE "G" TYPE - E I'E (E"0""`1 D,H _ RAISED FLOW(s MIHAMFLLOORNWIDTHj o L N ARROW 1 16" HIGH gill- w TYPE LOCATION PLAN DUAL RAMP PLAN VIEW STANDARD CURB RAMP ISOMETRIC VIEW lie �- 9" ] _I RAISED FLOW �`%•• ° 20•CENTER To CENTER oN slDEwau<s, TrPE re" � IJLJLJLILJL1 .. ,_37" A 2.75" ARROW 1/16" HIGH II'qlV3 ONroL JOINT (IYPICPl) qACCESSIBLE RAMP GENERAL NOTES[NCDOT STD.DETAIL 848.05] JUNCTION of EXISTING ANo NEW SIDEWALKS, -1. CONSTRUCT THE RAMP SURFACE TO BE STABLE,FIRM AND SLIP RESISTANT.CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING PLANS OR AS DRIVEWAYS,AND SIMILAR STRUCTURES. 5'D.C. K . 'K g" - eIH.�o 2 7rJ" DIRECTED R THE ENGINEER. �MMMIM SECTION - AA , q O qI .I2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN ON THE PROJECT DRAWINGS OR AS DIRECTED BT THE ENGINEER.WHEN FIELD "B" 5'CENTER TO CENTER ON SIDEWPLKS. . ALL L^�Illilll ` i , ADJUSTMENTS REQUIRE MOVING CURB RAMPS TR MA KINGS ALK6M RKINCONTALA AND 4,4"LOCATEC AS DIRECTED T THE ENGINEER.E CURB RAMP WILL FALL WTHIN THE TYPE A 3" SECTION - NN ` % ,ja sOreac'AD s�n�ccWmoML so ATE THE CURB RAMP ND THE CRosswAOK MA KNNCRoosNEAR sAEDGE OrGS o A MLA axa cTEAR SPACE AT THE BasE of TH EXPANSION JOINT FRAME PLAN �I 1S 4 / N^i H oN A E R E TR z0oc ` ` 1.5 `[jj� % Ny . s. iianlirvniE analiwc Dn M imuM or zo encli or a aEOE'sirslnrreiocaosswnucAs oNECTEo er THE ENcwEER.. ELEVATION _ � \ ` 7. CONSTRUCT CURB RAMPS NA MINIMUM OF 4'WIDE.OR AS SPECIFIED ON PLANS.A 3" 0.75" i ■V ��.O " 0 8 8. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33z(12:1 H:V)MAXIMUM. &O.(TYP) 36.88" 0.5" A t A ' 0 O 9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2.MAXIMUM. w 10.WHERE REQUIRED,CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM of IDz MEASURED ALONG THE CURB UNE. R 0. " " 1.5 1.75" 1.5" - �'o°m z o 11.CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE of THE CURB RAMP A MAXIMUM of Sz AND MAINTAIN A S.00 1RANSITON. N a.0'(MIN.) s.a•(TYP) 2 12" 1.75„ m o o ' m 12.CONSTRUCT LANDINGS FOR SIDEWAY%A MIN.OF 4'X4'WITH A MAXIMUM SLOPE OF 2%N ANY DIRECTION CONSTRUCT LANDINGS FOR MEDIAN ISLANDS A MINIMUM OF 4� a 5'X5'WITH A MAXIMUM SLOPE OF 2%IN AN DIRECTION. PASSAGE OVER O O 7 0.75" ;1.,',. 4 6 - U' 6 L W O 1 PEDESTRIAN REFUGE AREA,MEDIAN ISLANDS WILL BE A MINIMUM OF 6 WIDE.CONSTRUCT MEDIAN ISLANDS TO PROVES 3 TO USE A MEDIAN ISLAND AS A „ OR THROUGHOUT THE ISLAND35.75" ,,a o F , 75' 75" Iz z(MAXIMUM) 9'14.SMALL cHANNruzanoN ISLANDS THAT CAN NOT PRov1DE A s•xs•LANDING AT THE TOP of A RAMP,WLL BE cur THROUGH LEVEL WTII THE SURFACE STREET. t"/EDDY SLOPE:2 ( 1 4.63" 1,5" - 0.19" 0 0 ' 15 CURB RAMPS NTH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP THE ADJACENT SURFACE s PLANTING OR OTHER NON-WALKING SURFACE are THE SIDE APPROACH S SUBSTANTIALLY OBSTRUCTED �� _ 2 35.5" �~ `� 1 3" W �"" n m Q"� 16 PLACE A)"EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 840.01 .,• ..__ sue d SECTION - RR N � *-1.50"R 0.12 [.y .4 O°Nj°1 A K 17.CURB RAMPS THROUGH MEDIAN ISLANDS,SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS,WILL BE HANDLED BY SPECIAL DETAILS. � elek R ? 9 - -H- 1.SO R O,9" 7, U N Q O O PEDESTRIAN CROSSWALK GENERAL NOTES: [NCDOT STD.DETAIL 1205.07] A'(MINIMUM) 0.75' 0 75" TYPE - F U II II II IQb II1 I1 I11I 1I 1 I '�- F 1 USE THE DETAILS ABOVE AND THE FOLLOW.NOTES FOR GUDIANCE IN PLACING CROSSWALK MARKINGS.REFER TO SCOOT ROADWAY STANDARD DRAWINGS,MUTCD AND r HOOD ELEVATION O 5.,Z' -0.1 2 Q m°i ADA STANDARDS FOR ADDITIONAL GUIDANCE. FABRIC,PLACED 0 MID-DEPTH `1r'0.69" 0.6 0 88 ' W G�+ 9,O LJ F„ 2. THE LOCATION AND TYPE OF CROSSWALK MARKINGS SHOWN ON THE ABOVE DETAILS ARE FOR REFERENCE ONLY.LOCATE CROSSWALK MARKINGS AS SHOWN ON THE COMPACTED I•y ^R 6 %6"%N0.6 WELDED WIRE CUSHION ON 0 1.5 K' W 0.88" 5 "II� < =a� ti -rl� C7 PROJECT DRAWNGS OR AS DIRECTED BY THE ENGINEER.THE CROSSWALK MARKING TYPE STANDARD OR HI-VISIBILITY SHALL BE INSTALLED AS SPECIFIED ON THE .. l PROJECT DRAWNGS OR AS DIRECTED BY THE ENGINEER.. SECTION GUBGRADE. O 7 p,�� I��A N SECTION - AA III III KJ �y (n F U moo.,. 3. THE STANDARD CROSSWALK IS THE TWO WHITE a MIN.TRANSVERSE LINES WTH A I MIN.GAP BETWEEN THE LINES.THE HI-VISIBILITY CROSSWALK IS WHITE 24°MAX. 3,000 PSI CONCRETE. „ *4 ��ii N Z E� WDE LONGITUDINAL LINES WITH 24.MIN.GAPS BETWEEN LINES,SEE DETAIL,HI-VISIBILITY CROSSWALKS SHOULD BE A MINIMUM OF 6'WIDE OR As SPECIFIED ON THE NOTE: USE TYPE E','F',& 6' 6 �f Z z N 4 W PROJECT DRAWNGS.CURB RAMPS SHALL BE WHOLLY CONTAINED WTHIN THE MARKINGS,EXCLUDING AN FLARES. TYP.CONCRETE SIDEWALK DETAIL "G" GRATE UNLESS 3.5 I 36' 3 5„ SECTION JJ 35.75" 0.88" ^ U Lp�z F 4. STOP BARS(IF PROVIDED SHOULD BE PLACED A 4 MN.N ADVANCE OF NEAREST CROSSWALK LINE. - _ SECTION - AA g O ❑ K❑°1 5. SET BACK DISTANCE FROMINSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVELS 4'MN. NOT To SCALE OTHERWISE INDICATED SECTION - KK -~iI.5 In Q�-I 3, 7. SINGLE DIAGONAL CURB 6. BEYOND THE BOUOM RRAMPS ADE RWTIH FLARED EAK,A reSIEESC SHALL E OF aHAVE A SEGMENT OF CURB dX0 MIN.SHALL BE E2'MIN.LONG LOCATED ON EACH SIDE OF THE CURB RAMP AND WTHIN THE REFERENCE TO SCOOT A S i m MARKED CROSSING.SEE DETAIL. SIDEWALK 8. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO TIE LATEST NCDOT ROADWAY STANDARD DRAWNGS.CURB RAMPS THROUGH MEDIAN ISLANDS.SINGLE RAMPS ELEVATION CURBS -TOP OF CURB DETAIL N0.840.03. TYPE - G AT DUAL CROSSWALKS OR LIMITED RAY STRIATIONS,WILL BE HANDLED BY SPECIAL DETAILS. TRANSITION CURB TRANSITION NOT TO SCALE NCDOT STD 840.03 NOT TO SCALE NCDOT STD 840.03B Z CATCH BASIN FRAME,GRATE&HOOD DETAIL CATCH BASIN GRATE DETAIL - VARIABLE SLOPES NOT �GUTIER TO EXCEED 12:1(8.33%)SECTION A-A K 0 - 13 =4.5.UTILITY SOIP w=5'SIDEWALK(TYP.) AS NOTED ON PLAN gn5MR0(10x6 �040�(MIN.) AS DETERMINED 9BY ASTM 0690, L OR W I.--.y I.--.y Z 0.02(MIN.) 6.CURB EDGE r TOP OF FLL 1"MIN (=� (EACI1 SIDE Of A Q VALLEY G�G� I N(YP) I. z z W1110, ND ExTENoco LArvo Nc RE 0 OPTIONAL JOINT DETAILSWW � L x 6 0 - Q 4X4 W4xw4 Q O uwc..Bxxe owes W W WWW SECTION BB 30"VALLEY CURB&GUTTER IIIIIIIIIIIHIIKH • =_IIIIIIIIIIffi WW FWF 6(LAP I`6' AS NOTED OROW PLAN 6' IrH.Ioxruc (' l�Tv LL(�oETaL) B DISTANCE FROM FONT EDGE OF SIDEWALK TO BACK PONT OF 12:1(8.33%)SLOPE UN SRIRBED 50 HIII TO FABRIC) Ike /1.� •BACK OF SIDEWALK DROP REQUIRED FOR ALL SIDEWALK SLOPES CLASS ACK BELOW SILL RI GIJNERIAL ABAC FLL �� `�rl(1 ••BACK OF SIDEWALK DROP QUIRED FOR SIDEWALK SLOPES 0.04. SE LECT WAS (sef xorzs( `�� B PRN K ` 4 REBARS®6•CENTERS A MN r 00OV� W I}I WHEEL ('� RAMP CURB CUT SHALL BE PLACED N 6"LAYERS AND r�� i. IIIIIIIIIII �a #EACH WAY LOCATED IN �j "W I' W W W W \/ YY HEEL CHAIR C V RB C V T DETAIL COMPACTED TO 90R Ma%MUM DErvS TT AS -� #5 REBARS 0 12"TURF CENTERS Q CENTER THIRD OF WALL� a ❑ Z �.,ryM Oa W 70011111101111 WNOT TO SCALE NCDOT STD 848.05 DETERMINED BY ASTM D698 TOOP O2.ABOVE A PE ..... �I I1::::'':...::...:.:..:::...:....:::.::':C III MIN. R BARS WITH 1-6 LEGS - v ......::........'.........::n I " (USE WITH 40R4'&LARGER II. W O knauNCn ZONE-NLLT COMPACTED ';;';::v;E: .:......:::::v:-.;;,:::v..;:.;: DRAINAGE STRUCTURES TYP.) " • ❑ _ z ti /8„ 1/4„ i_� U D�4 L NOT LESS TITAN 6• - TYPICAL RISER SECTION W U I--� 1 CLASS II,TYPE 1 FOR PIPE BEDDING.LEAVE RAMP ISOMETRIC VIEW -_ 1 I - I d A5SECTON DIRECTLY BENEATH PIPE UNCOMPAC1ED PPE SEATING AND BACKFILL COMPACTION. T - - a_ • - L OR w+2 WALLS CI I--J 1. WARNS NAM 0 LENGTH AND ALL WDIH OF a COMPACT AFTER PPE Is -- - - y ro FP4 PLACED de TO �� ILS. a a WLL ACCOMPLISH PLACEMENT of FILL BASE UNIT SECTION A-A `, 1` H 2 OBTAIN3. SEE ACCESSIBLE THE RAMP FLOOR AS ovrADJOINING ON THE A SURFACE,reaMv Ere ucHT aN oareK,ore d v v .< _ LA REQUIREMENTS. d' a - 4 - • D t #4 CEDARS 0 6•CENTERS 2#5 BARS AROUND ` D_ Hj ) d a' STANDARD RIGID PIPE INSTALLATION DETAIL OPENING 1"CLEAR U N Z TYP.ACCESSIBLE FRAMP DETAIL 1 Q - - d d NOT TO SCALE ROOST STD 300D01 TYPICAL TOP SLAB SECTION C 11 111 111 111 H1 I I I I I I I I I MATERIAL NOT TO SCALE ALT.TO NCDOT STD 848.05 COMPACTEDSNO 95% DENS, O U `l11tI11�1It111�1It4 11tI11�1ItI11�11 q a w N o of FILL OR PAVEMENT j CONVENTIONAL CONCRETE CONTROL JOINT DETAIL / __✓/ R14 P o IIIIIIIIII-j I�IIIIIII IIIIIIIIIII-IIIII�� n NOT TO SCALE SECTION VIEW IIIIIIIIII A �{ 0 NOTES: UNDISTURBED SOIL -IW� m 4X4 W4xW4 e PROVIDE NCDOT STANDARD a 200uo MINIMUM PAVEMENT THICKNESS(D)=6"W/6x6-W2.9 x W2.9 WWF CLASS SELECT ABO &&MATERIAL sa II AS , "_ cLR.OYP) LAP W sWWF(ON II ME AND GRATE - REINFORCEMENT,PLACE 2"BELOW TOP OF SLAB FRAME DETAIL)ND -z35" UNDOWELED TRANSVERSE CONTRACTION OR LONGITUDINAL JOINT,SAWED OR + In TO FABRIC) BACKFILL SHALL BE PLACEDDN 6"RLAYERS 000000000000000000000° 000000000000000000000 PRE-MOLDED.CO NOT DOWEL PAVEMENTS LESS THAN 7"THICK. AND COMPACTED TO 90%.MAXIMUM DENSITY 0MA TO ART 24 AS DETERMINED BY ASTM 0698 TO 12"ABOVE DIA/4 #5 REBARS 0 12"CENTERS . • #4 REBARS Y L CENTERS EACH WAY LOCATED IN 0 000000000000000000SHALL TOP OF PIPE - - HORIZ.&VERY. I O s o g° -_ EUAL BN A SQUARE DIRECTIONS.GD IIIIIIIII ( ) 1 CENTER THIRD OF WALL HAUNCH ZONE-FULLY COMPACTED .,,„ """' %':" ''%':. %1 (USE WITH 4'x4'&LARGER 0. _ 00000000000000000000 1�I �11.a d Ad a PE DDRAINAGE STRUCTURES TYP.)- • 60 z d d a - L OR�� NOT MIN.THAN s 'L'BARS WITH 1'-6"LEGS Z o m o000000000000000o BO 000°°000°°°°°o°°o DOMES SHALL BE ALIGNED N _ a 2° 000000000000000000000 THE DIRECTION CIF PEDESTRIAN o ° TRAVEL AND D SITE SIDE E OF _ RAMP ON OPPOSITE S DE OF - - =III LOOSELY PLACED SELECT MATERIAL CLASS P A 1�\\\ N T LESS • m as RAMP/LAND Nc WIDTH STREET IIII_ < - a 4 - _ _ .2D OR SECAON DIRECTLY BENEATH PIPE UNCOMPACIED `_COMPACT AFTER P • • - 0 L . ELEVATION PLAN VIEW U I I - - 3" MIN. AS PPE SEAT!.AND BACKFLL W COMPACTION.ISD.D.+3 PLACED 4 PRIOR TO - -• - (n PLACEMENT OFFILL E S - � I • WILL ACCOMPLISH PLAN VIEW OF BASE UNIT PLAN VIEW OF RISER UNIT W o 1 24'. III-IiImEll r1 r STANDARD FLEXIBLE PIPE INSTALLATION DETAIL STANDARD TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE cc TRUNCATED DOME DETECTABLE WARNING DETAILI H�I H�I H�I HI NOT TO SCALE � �- 1 1III-1i11-It11-11t11-' NOT TO SCALE NCDOT STD 300D01 NOT TO SCALE NCDOT STD 840.46 DETECTABLE WARNING GENERAL NOTES IIL--III- II_111=III-IIII_ PRECAST DRAINAGE STRUCTURE GENERAL NOTES t GENERAL PIPE INSTALLATION NOTES: 0 V. 1. DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES MANUFACTURED BY 35" MIN. 1. DESIGN SHALL CONFORM TO LATEST NCDOT 840.46 SPECIFICATIONS FOR'TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE'. a "COTE-L INDUSTRIES,INC.".CALLED"SAFTI-TRAX",WITH POLYURETHANE COATING + COMPETENT PERSON 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 4,000PSI. f^00 oz ON THE JOB AT ALL TIMES AND SHALL EMPLOY A PROFESSIONAL ENGINEER TO ACT UPON ALL PERTINENT MATTERS OF TNE WORK. V "DURABAK',OR APPROVED EQUAL.APPLIED ON SMOOTH(NON-GROOVED)CLEAN CONCRETE CONVENTIONAL CONCRETE THICKENED EDGE DETAIL Y PIPE CULVERT UNTIL THE PIPE CULVERT HAS BEEN PROPERLY BACKFILLEO AND COVERED WITH 3. USE ASTM A615 GRADE 60 REINFORCING STEEL.USE ASTM A185 WELDED WIRE FABRIC WWF. L Z fpIfI �,� RAMP,AND SHALL CONFORM TO THE DETAILS IN THE PLANS AND IN ACCORDANCE WITH 4. LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15. Z LL , \N°C11Rp2W0,K� NOT TO SCALE SECTION VIEW E WITH NCDOT TYPICAL STANDARD DETAIL MOW 5. PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD 1926.704 / MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. p H Q55/ (i e 2. ALL DETECTABLE WARNING AREAS SHALL START AT BACK OF CURB,BE 24 INCHES IN a. = 6. ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED UNLESS ALLOWED BY DETAIL UJ \ Q�@ 6.°° DEPTH AND COVER THE COMPLETE WIDTH OF THE RAMP AREA 48 INCHES MIN.. CONVENTIONAL CONCRETE SPECIFICATIONS: = U •.:a, 7. PRECAST ALL ELEMENTS TO MEET ASTM C913 Cn 1. USE ACI CERTIFIED FLATWORK FINISHER - 8. FRAME AND GRADE HEIGHT MAY BE ADJUSTED IN ACCORDANCE WITH STANDARD 840.25 Q= 3 3. 70%V15UAL CONTRAST IS REQUIRED.THE COLOR SHALL BE AN INTEGRAL PART OF THE EMBANKMENT ALONG THE FROM E -2. USE AS 330R-01 GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS W _ DETECTABLE WARNING MATERIAL,AS SPECIFIED ON THE PLANS.COLOR TO BE DETERMINED THE PAVEMENT STRUCTURE AT THAT POINT 9. PROVIDE PRECAST STRUCTURES OVER 4,0"IN DEPTH WITH STEPS 12"ON CENTERS PER 840.66 0 J I- - c 3. USE AS RETIE S STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS BY THE CITY STAFF,SAFETY YELLOW IS THE DEFAULT COLOR. 10. WELDED WIRE FABRIC MAYBE SUBSTITUTED FOR(SECTIONREBAR54T IF THE SAME MIN.AREA OF STEEL IS PROVIDED. 4. ALL CONCRETE USED IN PARKING LOT,UNLESS OTHERWISE INDICATED,SHALL HAVE A LLI +EAg ti 12. SEALIT JOINTS WITH STRUCN TURE SIZED SE SIDE CLEARDIMENSIONS ONSTOVOT X6,0"STANDARD SPECIFICATIONS) 9 / O 1 4. THE SMOOTH AND CLEAN CONCRETE UNDER DETECTABLE WARNING DEVICE AREA SHALL BE COMPRESSIVE STRENGTH OF ND3,500 PS AT 28 DAYS. STORM PIPE CPFCIFlf.ATIONQ • %0 °° \p' C 12. TIRE U MAXIMUM PE DIAMETE SIZES INSIDE CLEARSTRUCTURE SIZE--"X THE ' /�'" °e6� INCLUDED IN THE COST OF THE CONCRETE CURB RAMP. THE COST OF FURNISHING AND 5. IF SUBGRADE SOILS ARE FOUND BY THE CONTRACTOR TO BE UNSUITABLE,TESTING ANDF `` 11 INSTALLING THE DETECTABLE WARNING DEVICE SHALL BE INCLUDED SEPARATELY AS PREPARATION RECOMMENDATIONS BY A CEOTECH NI CAL ENGINEER MUST BE PROVIDED ZS1'CFFM MOPE 13. THEOUTSIDEPIPEDIAMETER PLUS 2"IS MINIMUM STRUCTURE OR THE OPENING REQUIRED FOR FRAME AND GRATE, LL O 0 �'\„I/NM r1B fg "DETECTABLE WARNING DEVICE"PER SQUARE FOOT OR AS OUTLINED IN THE SPECIFICATIONS. PRIOR TO CONCRETE PLACEMENT. INCEPT WHERE TERIOR,ERIOR,SOIL i01GHTRJOSNT,SCLAss D'PERFORATION SHALL BPATIERN HIGH-DENSITY ASD SOCKED PER SRN D6707.DUAL WALL, PER MANUFACTURRUGATED ER WHICHEVER 14 ANYDHEVIATTIIONS FROM GREATER. THE APPROVED PLAN&SPECIFICATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. Z Q 06/21/21 ASTTIC NOTED 5. DETECTABLE WARNING SURFACE: fi. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY,SILTS,STONES, SPECIFICATION EXCEPT AT ROADWAY CROSSING WHERE LATEST NCDOT ST.300D01 SHALL BE USED. APPLIED A COATING OF•DURABAK"SLIP-RESISTANT POLYURETHANE COATING TO THE PLANT (ADS N-12 5T IB CLASS t SERF a SOCK.OR APPROVED E200L) STORM STRUCTURE SPECIFICATIONS DESIGNED: CHECKED. SMOOTH,CLEAN CONCRETE SURFACE. ON TOP OF THE POLYURETHANE COATING APPLY ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 1'IN DIAMETER IN ORDER TO U URES BPO DMK TRUNCATED DOMES FROM A"SAFTY-TRAX"CONTACT SHEET.ON TOP OF THE TRUNCATED ACHIEVE PIPE SHALL BE HIGH-DENSITY POLYETHYLENE,SOR 26.FUSED JOINT INSTALLED BY HORIZONTAL DIRECTIONAL DRILL METHOD. Z315IDL DRAWN-. AEEx0Ve0: ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROUND.ALTERNATE WILL BE TO CLEAN OUT INLETS SHALL BE 24"DIAMETER NTLOPLAST DRAIN BASINS WITH DUCTILE IRON H-20 FRAME AND GRATE.INSTALL PER KPW/DMK BPG DOMES AND INITIAL POLYURETHANE COATING PLACE THREE ADDITIONAL COATS OF AI OTHER HDPF MANu ACnRER SPECIFICATIONS. in "DURABAK"POLYURETHANE COATING. COLOR TO BE DETERMINED BY CITY STAFF OR AS USE PLOWABLE FILL. PIPE SHALL BE HIGH-DENSITY300 POLTEIHTLENS,OVAL WALL.CORRUGATED EXTERIOR.sM001H INTERIOR.WATER TIGHT Jowl.INSTALLED DROP INLETS SHALL BE NSERTA-TEE WTH a5 DEG.CONNECTION TO 24"HOPE PIPE AND 12"DIA.RISER AND 12"DIA.DUCTILE IRON 7. KEEP ALL JOINTS CONTINUOUS WITH A MAXIMUM JOINT SPACING OF 10 FT. PER LATEST NLOOi D01 GRATE NYLOPLAST INUNE DRAIN.INSTALL PER MANUFACTURER SPECIFICATIONS. SHEET: SPECIFIED ON THE PLANS.SAFETY YELLOW IS A DEFAULT COLOR. 8. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 12 HOURS FROM TIME OF (ADS N-12 WI-IB,ORR A 300 APPROVED EQUAL) (SEE ALSO GORE COURSE PLANS FOR ADDITIONAL DETAILS) 19 6. ALL RAMPS AND DETECTABLE WARNING SHALL BE ALIGNED IN THE DIRECTION OF PLACEMENT; yB EB 12 of PEDESTRIAN TRAVEL AND DIRECTED TOWARD RAMP ON THE OPPOSITE SIDE OF STREET. A.SIDEWALK-SPACING SHALL BE SAME AS WIDTH OF PAVEMENT AND LESS THAN 5 FEET POLYPROPYLENE,DUAL WALL,CORRUGATED EXTERIOR,SMOOTH INTERIOR,WATER TIGHT JOINT.INSTALLED PER LATEST N AND DROP INLET DRAINAGE STRUCTURES SHALL BE TRAFFIC BEARING PRECAST CONCRETE PER LATEST IN LENGTH NCDOT SRI.300D01 NCDOT SRL.80.46.re APPROVED EQUAL) CAD FILE: B.PAVEMENT-MAXIMUM SPACING SHALL BE 2.5 TIMES THICKNESS IN UNIT OF FEET BE LATEST LATEST NCDOT aa016 40.03. 473500D1 41 AND LESS THAN 15 FEET IN LENGTH(E.G.T=4 INCH SPACING AT 10'x10') (SEEDROP D'ETAILs PROVIDED THIS SET)NLET FRAME St GRADE LL 9.CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE OF PROJECT NO: O THE FOLLOWING METHODS: WATER,PIGMENTED WATER-BASED CURING COMPOUND OR 4530 UN VISQUEEN AND BURLAP Ye7 a` K E SEED.SPRIG.OR SOD SJi SEED BRIG,OR SODco • m ABOVE WATERLINE ABOVE RIG,OR ::::: °' PER PLANING TABLE PER PLANTING TABLE • �. 0 12'SUBSURFACE 12'SUBSURFACE v POND BANK Q SLOPE 0 6:1(H:V) SHELF LOPE E, E SLOPEN0 6:11(H:V) SLOPE®e:,(H:v.) :,(H:v! p TOP OF BANK ELEV.: u w i I --- w (SEE TABLE) 25'+ Milij 12 25+ 100 YR STORM STORAGE ELEVATION•SEE TABLE o - ,—,,—,,—,,—,,—,,—,,—,,—,,—,,-0 M GTORM,GTORAGE ELEVATION.SEE TABLE - 5 SHELF GRADE BREAK ELEV.:SEE TABLE NT POOL ELEVATION.SEE TABLE y/yt C a e • w o EROSION CONTROL NOTE: ° DURING CONSTRUCTION,THE POND WILL BE UTILIZED AS AN eorroM ETEvanoN:SEE TAB, a/ EROSION&SEDIMENT CONTROL SEDIMENT BASIN.THE °Z OUTLET STRUCTURE WILL ALSO REQUIRE SURFACE SKIMMER DEVICES AS DETAILED.ONCE CONSTRUCTION IS COMPLETE TYPICAL STORMWATER MANAGEMENT POND CROSS-SECTION Q 644,Yk, AND THE SITE IS PROPERLY STABILIZED THE PONDS SHALL 'B v NOT TO SCALE BE CLEANED AND RESTORED TO ITS DESIGN SPECIFICATIONS '�'b `4, AND THE BANKS PERMANENTLY STABILIZED WTHIN 7 DAYS. 0 F m O O P ~ "o MIN.TOP 100TR STORM 10TR STORM PERM.POOL SHELL BREAK BOTTOM PONDz °E t0. STORMWATER POND ELEV(FMSL) STAGE(FMSL) STAGE(FMSL) ELEV.(FMSL) ELEV.(MSL) ELEV.(FMSL) DEPTH(FT) ABOVE SHELF SHELF SLOPE BELOW SHELF ',1 I-� C l q�"I SIDE SLOPE SIDE SLOPE F-I POND, 8.00 D 0 -6.00* 10.0* 3., p a Wm POND 2 8.00 6.96 6.53 520' 3.20 -6.00* 10.0* 6:1 6., 3., 1~ !r O K O POND TABLE 4 N�1gF2,, NoaF Poet INSIDE AS REQUIRED y O O j r z o 5° 3y ?z°� Ll ,s *+Z+�1-o m /� CAST IRON TRASH RACK 3°Q 0 g6m SEED,SPRIG,OR SOD SIDE LINE WITH CLASS"A"EROSION CONTROL STONE. SLOPES ABOVE RIP-RAP STONE SHALL BE KEYED IN SUCH THAT IT IS TO S RECESSED BELOW THE SPECIFIED SPILLWAY INVERTS LAB aPRECAST CONCRETE TOP SLAB RIM ELEV.=SEE TABLE 7 (DIMENSION AS REQUIRED) / MIN.TOP ELEV:8.00' n cc U\/ y -11 DEPTH:9.. 1 6 /\ �\ RISER OUTSIDE: 72" yyh ��\\ reEST ELEV.:POND-,-J.2B wp ERTTPPr o�s DIA_SEE TABLE IC / /„\ /\ V POND-2=J.25' 9� IU PRECAST CONCRETE RISER SECTION Z vI DNE RIP-RAP WIN /\s,\j\�„ -,\ \•j/`/ (DIMENSIONS AS REQUIRED) C. GEO-TIE%TILE FABRIC \ C\/\/�\Y ,y /��/p�-,, /7 TEMP.POOL/1VEIR CREST z z OVERFLOW SPILLWAY SECTION - ��/�� /7 �/ $ WEIR ELEV. SEE TABLE O NOT TO SCALE w YENS PRECAST INTO EACH -('\�\ 4 SIDE of RISER r EROSION CONTROL NOTE: ooa A v A / \v z��l (DIMENSIONS:SEE TABLE) r( PERMANENTLY STABILIZED WITHIN \ �`s'� 7 DAYS OF COMPLETION. """"' PRECAST PVC ORIFICE ASSEMBLY A PRIMARY SWALE ( (SEE TABLE AND ORIFICE ASSEMBLY DETAIL) ) v Z / • NV ELEV=SEE TABLE V) 8 Z II— 10'REAR MBL 7 Z Z O O 10.UTILITY& • 10'UTILITY& PERM.POOLPIPE INV ORRICE ASSSEE MBLYTABLE ib T --` a HI DRAINAGE DRAINAGE Y / W EASEMENT EASEMENT / / CI U U WILDING io oRux / / PRECAST CONCRETE ��1 SEED.SPRIG.OR SOD SWALER (wn RSORF o5� 6.THICKNESS BASE"SLAB SIDE SLOPES&BOTTOM } 6 f (DIMENSIONS AS REQUIRED) AVG.DEPTH:12' R/swu[sxoxx� V 5V I TOP ELEV.=SEE TABLEY / _ ` N Z �\ 6 %/\ \/\r FOR c!Jar44 .11\\I lo= V 0 �\\ /\��\/\` 1 f/\ \ /�� \ STRUCTURE DIMENSIONS ANDOCOORDINATE O U \�\ /y RISER DIM.+6"ALL SIDES AS REQUIRED PATO /, \\ OUTLET CONTROL STRUCTURE w /\ )%\ / • MTH MANUFACTURER BEFORE FABRICATION in \\'\� \/�\\ ��\�\ �\\ No SCALE LocanoN As NOTED ON PLAN p �\ /\A\ \ / OUTLET STRUCTURE NOTES' /\ \' DWELLING z.STRUCTURE EcoIAPkESSNE SPECIFICATIONS SHALL L CONFORM MwIMUM of 3.000P51c9,3 SPECIFICATIONS FOR.PRECAST CONCRETE WATER&WASTEWATER STRUCTURES. BuILIMG PAD TYPICAL PROPERTY LINE SWALE DRAINAGE AND"SHALL UTILIZE GRADE 6O RE-BARS OF ASTM C890 SPECIFICATIONS FOR"STRUCTURAL DESIGN LOADING FOR WATER&WASTEWATER 0 19FSHALL `�`(s l 3. STRUCTURES ANc DESIGN TO CONFORM RADE TO THE RS CONFORMING TO THE REQUIREMENTS OF ASTM A615 OR WWF CONFORMING TO THE REQUIREMENTS OF AS.A185 P ro VIIII. OR BOTH NOT TO SCALE SECTION VIEW o \ 4.PIPE PENETRATION S TO TO BE AS SPECIFIED.PIPE TO BE INSTALLED AS PER NCDOT STANDARDS FOR MORTAR JOINTCONNECTIONS.5. m 6 AANYMDEVIA DEVBE IATIONS FROEM THEN BL/TYL RUBBER JOINT APPROVED PLAN&SP CFlGTIONSNT SHALL BE TO THE APPROVEDOBY THE ENGINEER NEOF ER P PRIOR TO OCONSTR MORTAR CTION PER NCDOi REQUIREMENTS OR BOTH. ��115'PEDESTRIAN,UTILITY,DRAINAGE R N (SEE LANDSCAPING PLAN) I III L; TREE PLANING EASEMENT. sIRUCRRE E E E WV ORIFICE ASSEMBLY 2ND STAGE WEIR OUTLET PIPE •,'} PIPE DIA. PIPE INV. ORIFICE DIA. LENGTH CREST ELEV. DIAMETER INVERT IN } 'RUC'. RI(0SL)V. BA(F40L'V. (INCHES) LEV6(ZMSL) (INCHES) (INCHES) (5.8) 3(IN HOPE (RASO . " (2)54• 5.10 -- ROW OUTLET CONTROL STRUCTURE TABLE Z o 1 SEED,SPRIG,OR SOD SWALE SIDE SLOPES&BOTTOM O d mewaix(wHRE srvowH) EROSION CONTROL NOTE: V)ci / aoc THREADED SKIMMER To DRawoow PIPE SKIMMER REQUIRED L o /`� \ /� EOP PLUG IMMERTEMPORARY CON IJ.I \\N* DURING CONSTRUCTION.AND UNTL THE SITE IS STABILRED.THE WEIRS ON E DRAWDOWN SARUCTURE SHALL IX EMPORARILY SEALED AND FITTED ITA �' `'� N�RT ELEV-SEE TABIP LE `"`T'E ��IIIIIIIII TMMPQAN RARr 5 E SKIMMER DR"E \i\�i i\ �i \'\/YK\ TYPICAL LOT DETAIL (SEE SKIMMER DETAILON SHEET 10) o . . . . . . . . '��/,\\��i\�/ MIN.LOT SIZE:12,000 S.F. PVC PIPE DIAMETER=SEE TABLE B_ -'TY� MIN.LOT WIDTH:75' O TYPICAL PRIMARY SWALE SECTION E�IPE Is ER;ABLF "'Irk"' NOT To SCALE SLOPE PER NVERTS ON PLAN THIS DETAIL PROVIDES A TYPICAL LOT PVC CAP WHIR DRILLED Z Z .. 1u SIR../ DEVELOPMENT PLAN AND IS INTENDED FOR ORIFICE DIAMETER=SEE TABLE • z F. GUIDANCE.ALTERNATE PLANS MAY BE POSSIBLE 2 F p@ESS,p ' SUBJECT TO MEETING REQUIRED DESIGN CONDITIONS MIN BOTTOM ELEVATION V \v�QS - PVC ORIFICE ASSEMBLY DETAIL ¢re ' 0 W i t 912 p.4T 1 I .`•s�`` Z~a i1�nM y•. ' L1 Z Q 06/21/21 AS NOTED oesloBPG cHccx DMK BOBEE o mPKFW/DMK BPG SHEET: fi gi 13 QF 19 CAD FILE: 473500D1 PROJECT NO: 4530 GENERAL PROJECT NOTES: CONSTRUCTION SEQUENCE SCHEDULE LAND GRADING CONSTRUCTION SPECIFICATIONS PERMANENT SEEDING TEMPORARY SEEDING SODDING 1. PROJECT NAME: CAMDEN STATION 1.Construct&maintain all erosion&sedimentation control practices&m The purpose of permanent seeding is to reduce a and decrease The of tem seeding is to temporarily stabilize denuded a The purpose of permanent seeding is to prevent a and damage from SCHEDULE CONSIDERATION accordance approve o o p purpose not ughary s gpmari y 2. OWNER: RKRAIN,LLC CONSTRUCTION ACTIVITY cordance with the d sedimentation control Ian and construction schedule. sediment yield from disturbed a and to permanently stabilize such areas that ill t be brought to final grade or permanently seeded fora period of sediment and runoff by stabilizing the soil surface withpermanent vegetation c� 105 HAVENWOOD DRIVE Construction Access-Construction First land-disturbing activity-Stabilize manner that is economical, to site conditions,and allows more than 14 calendar days,or 7 days in critical areas indentified on the for the purpose of: - - CAMDEN,NC 27921 entrance,c nstruction routes,equipment bare a immediately with gravel& 2.Remove good topsoil from a s to be graded and filled,and preserve it for use selection of the most appropriate plant materials.These a must be plan, -the provision of immediate vegetative c critical a - 3.PROJECT DESCRIPTION: 39 LOT RESIDENTIAL SUBDIVISION parking areas temporary vegetation as construction In finishing the grading of all critical areas. seeded or planted within 15 working days or 90 calendar days after final -to stabilize disturbed areas with a suitable r plant material a that cannot be - 4.RECEIVING STREAM:SAWYERS CREEK-INDEX NUMBER: 30-3-(6) takes place. grade is reached,unless temporary stabilization is applied. TEMPORARY SEEDING SPECIFICATIONS established by seed. li o Y o e 5.STREAM CLASSIFY CAT ION:C; Sw-PASQUOTANK RIVER BASIN 3.Scarify areas to be topsoil ed to a minimum depth of 2 inches before placing Seeding Recommendations for Late Winter&Early Spring -to stabilize drainage ways&channels and other a of concentrated flow 6.PROJECT DISTURBANCE TABULATION: Sediment Traps&Barriers Install principal basins after construction topsoil. PERMANENT SEEDING SPECIFICATIONS SEEDING DATES-December 1 to April 15 where flow velocities will not exceed that specified grass lining. li mr� Mn Basin traps,sediment fences,&outlet site is acce sed.Install additional traps Seeding Recommendations for Summer SEEDING MIXTURE I PROPOSED DISTURBED AREA: 125.0 AC.I protection and barriers as needed during grading. 4.Clear&grub areas to be filled to remove trees,vegetation,roots,or other SEEDING DATES-April to July Species Rate(lb/acre) SODDING SPECIFICATIONS -Jim°1,,q objectionable materi aI that would affect the planned stability of fill. SEEDING MIXTURE Sod Quality m E`nVd�nxNx AREA CALCULATION NOTE: Winter Rye(grain) 120 (Annual Ryegrass shall not be used) depth 2-2 inches of 1 ml.-_ Runoff Control- Install key practices after principal Species Rate -Sod should be machine cut at a uniform de ALL AREAS HAVE BEEN CALCULATED UTILIZING PROPERTIES WITHIN Annual Lespedeza 50 p / �. Diversions,perimeter dikes,water bars, sediments traps and before land grading. 5.Ensure that fill material is free of brush,rubbish,rocks,logs,stumps,building Common bermudagrass 10/1,000 sf(sprigs) -Sod should not have been cut in excessively wet or dry weather. THE AUTOCAD SOFTWARE. (Kobe) and outlet protection debris and other materials inappropriate for constructing stable fills. P Install additional runoff-control during rgl approp g SOD lb/1,000 df (seed) emit Annual Lespedeza when duration of temporary cover Is not to extend -Sections of sod should be standard size as determined by the supplier, ELPRD NOTE: conveyance measures during grading. SOD(Seeall Sodding Notes) beyond June uniform,and sotorn. THE PROPERTY DOES NOT CONTAIN 404 JURISDICTIONAL WETLANDS. l6.a Place all fill in layers not to exceed 9 inches in thickness,and compact the Seeding Recommendations for Early Fall through Early Spring you r Sections of sod should be strong enough to support thee own weight and • "" Runoff Conveyance System- Where necessary,stabilize stream banks layers as required to reduce erosion,slippage,settlement,or other related problems. STABILIZATION NOTE: Stabiles stream banks,storm drains, SEEDING DATES-August to March(early fall and spring recommended) Soil Amendments- retain their sizeand shape when lifted d h end. m' THE ANGLE OF GRADED SLOPES AND FILLS SHALL BE NO early conveyance t.Install principal S Rate -Harvest,delivery,and installation of sod should take placewithin a period VEGETATIVE COVER OR OTHER noEQunl>TMcao EROSION ANGLE channels,Inlet Fe outlet protection, as c veol me system with 7.to not incorporate frozen material or soft,mucky,or highly compressible Species Follow recommendations of soil tests O apply 2,000 lb/acre ground of 36 hours. culc CAN drains runoff-control measures.Install remainder materials into fill slopes. Kentucky 31 Tall Fescue 6 lb/1,000 sf (broadcast seed) agricultural limestone and 750 lb/acre 10-10-10 fertilizer. WILL,'911TI1IN 14 CU MOMMtq _ - oFAmi1IEYH of system after grading. Soil Amendments- -- MTH TEMPORARY OR MMENT GROUND COVER DEVICES OR STRUCTURES SUFFICIENT B.Don t lace fill on a frozen foundation,due to possible subsidence and slippage. SEEDING NOTES- Mulch- , o p possi s ppage. 1 S sod.Moisture is essential during initial establishment.Sod must be Apply Time and fertilizer according to soil tests o apply 2 tons/acre of n E TO RESTRAIN EROSION. Land Clearing&Grading- Be clearing and grading after prig o a Apply 4,000-Ib/acre straw.Anchor straw by tacking with asphalt,netting,o Begin major g gra g kept watered for 2-3weeks,but can be planted earlier or later than sprigs. pulverized agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer in the Site preparation-cutting,filling& principal&key runoff-control m 9.Keep diversions and other water conveyance measures free of sediment during all mulch-anchoring tool.A disk with blades set nearly straight can be usedr fall,or 5-10-10 in `� - ADDITIONALNOT oYiCERTAIN E PERIMETER RLTSKWATER ZONES,SLOPES STEEPER THAN oR ADPERM/WETLY grading,sediment traps,barriers, installed.Clear borrow&disposals phases of development. as a mulch-anchoring tool. spring. 00 NHI)ru MDM DAYS aF COMPLETION OF ANY PHASE OF GRADING IN diversions,drains,surface roughening Soil Amendments- 1 to a sod,clear the soil surface of trash,debris,roots,branches, ��18 ,ESE AREAS. needed.Install additional control It Is highly ended that soils be tested and amended as found laying • din Mark 10.Handle seeps o springs encountered during construction in accordance with 9 Y Maintenance- FOR Eo YlTNN s grading progresses. approved methods.r If a not tested follow these recommendations: stones,and clods larger than 2 inches in diameter.Fill or level low spots in :,s" • o ISPWORKING OAK ON 90 CARMnMADAYQ(WHICHEVER E IS SHORTER)FOLLOWING trees u&Nbuffer areas for preservation. n e Nary. re co m Refertilize if growth is not fully adequate.Reseed,fertilize and mulch order to avoid standing water.Rake or harrow the site to achieve a smooth • COMPLETION OF CONSTRUCTION OR DEVELOPMENT Apply 3,000 lb/acre of ground agricultural limestone and 500 lb/acre Of immediately following erosion or other damage. and level final grade.Complete soil preparation by rolling o W Surface Stabilization- Apply temporary or permanent Ti.Following completion of any phase of grading,provide a groundcover(temporary 10-10-10 starter fertilizer,or 50 lb/acrenitrogen from turf-type a poc g f SEDIMENTATION AND EROSION CONTROL NOTES: c Iti kin to firm soil. Temporary&permanent seeding, stabilization measures med lately on all or permanent)on all exposed slopes within 14 calendar days,or 7 calendar days in slow-release fertilizer.Add 25-50 lb/acre nitrogen at 2-3 week intervals Seeding Recommendations for Summer A. NARRATIVE AND SITE DATA mulching,sodding,rip rap. disturbed areas where work is delayed or critical areas identified on the plan; and,a permanent groundcover for all disturbed through midsummer. SEEDING DATES-April 15 to August 15 Sod Installation- CAMDEN (39) SEEDING MIXTURE CAMDEN STATOry S A RESIDENTIAL SUBDIVISION SLATED FOR DEVELOPMENT complete. s within 15 working days or 90 calendar days(whichever is shorter)following 1.Moistening the sod after it is unrolled helps maintain viability.Store In o 51NGLE-FAMELY RESIDENnALMHOMECLOTn WTIH ASSOCIATED"ROADWAY,DRAINAGE,UTILITY, completion of construction or development. Sprigging- Species Rate(lb/acre) shade during installation. I.� I-1 K F y LANDSCAPING AND AMENITY IMPROVEMENTS.THE DEVELOPMENT IS LOCATED OFF THE NORTH Building Construction- Install necessary erosion&sedimentation Plant sprigs in furrows with a tractor-drawn transplanter,or broadcast by German Millet 40 2.Rake the soil surface to break the crust just before laying sod.During the Q o SIDE of US HWY 158 AT THE NORTH END of HARK DRIVE IN THE CAMDEN BUSINESS PARK. Buildings,utilities,paving. control practices as work takes place. 12.Provide adequate protection from erosion for all topsoil stockpiles,borrow areas, hand.(Not recommended for Tall Fescue) summer,lightly irrigate the soil,immediately before laying sod to cool the Q U o-,,d CAMDEN BUSINESS PARK IS A(35)LOT COMMERCIAL SUBDIVISION THAT WAS PARTIALLY and spoil areas. Soil Amendments- Soil and reduce root burning&dieback. 0) 0.0 Z a DEVELOPED CIRCA 2008 AND PREVIOUSLY NAMED HARK COMMERCIAL PARK.HAVING ONLY Landscaping&Final Stabilization- Stabilize all open a including borrow Furrows should be 4-6 inches deep and 2 feet apart.Place sprigs about 2 ft. Follow recommendations of soil tests o apply 2,000 lb/acre ground 3.Do not sod o r c ci A o (2)PARCELS DEVELOPED WTHIN THETopsoiling,trees&shrubs,permanent & s.Remove stabilize all t in a row with One end at or aboveground level. n grave,frozen soils,o soils that have been treated recently W spot a MAINTENANCE check sparagricultural limestone and 750 lb/acre 10-10-10 fertilizer. with Lay the hn or herbicides.sd ,s.-^C-I A ��0 O DE(NTH OF THE EXISTINGLOTS. SUBDIVISION. TOWARDS THE REAR of seeding,mulching,sodding,rip rap temporary areas. measures. Periodical) allgraded areas&the supportingn&sedimentation control 4. the first row of sod in straight line with subsequent rows placed 'z LI O THE PARK TO ceosea TO (39)RESIDENTIAL SINGLE-FAMILY LOTS.THE EXISTING RIGHTS-OF-WAY OF yrePromptly e W a g er s n o EH IY z TARrc DRIVE AND FE CONTRACTORS e war WILL BE UTILIZED,HOWEVER,REMAINED To BOXCAR practices,ands oche after-diheasporainf roclls. e,Ifw s 0or breaks t fromBroadcastsoilwith at ratesiskshown st above,and t press spars into the top ask toward inches Mulch- parallel e and butting tightly th against sod is not s.Stagger strive In U o o WAY AND SANTA FE STREET,RESPECTIVELY. diversions and other water-disposal practices.If washouts or breaks occur,repair of soil with a disk set straight so that sprigs are not brought back Apply 4,000-Ib/acre straw.Anchor straw by tacking with asphalt,netting,orbrick-like pattern.Be sure that the is not stretched oroverlapped and (/j p a ,V o them immediately.Prompt maintenance of small-eroded areas before they become the surface. mulch-anchoring tool.A disk with blades set nearly straight can be used that all joints are butted tightly to prevent voids.Use a kife or sharp spade ME. EXISTING TOPOGRAPHY ACROSS THE DEVELOPMENT SITE IS RELATIVELY FLAT,WITH SLOPESW o a RANGING BETWEEN 0-1R GROUND SURFACE ELEVATIONS RANGET FROM AROUND)FT MSL IN significant gullies is an essential part of an effective erosions&sedimentation as a mulch-anchoring tool. to trim and fit irregular shaped areas Ey C IY I"U SOUTHERN AREAS TO 10 FT MSL IN I MF NORTHEAST CORNER. HE SITE IS CURRENTLY control plan. Mulch- a m 5.Install strips of sod with their longest dimension perpindicular to the slope. ��.rI a COMPOSED of VACANT LOTS D ROVED SECTIONS of ROADWAY THAT ARE COVERED Do not mulch Bermuda Grass.For Tall Fesu seed,apply 4,000-Ib/ac Maintenance- On slopes of 3:1 or greater,or wherever erosion may be a problem,secure G y 0. m N GRASSLAND TYPE VEGETATION.00000RETHE LOTS ARE Dnu0010 BY c ROADWAY WA.S, LINE straw.Anchor straw bytacking with shalt,netting, mulch-anchoring Refertili ae cifgrowth not fully adequate.Reseed,fertilize and mulch sod with staples. FF�-II fir w,'1,,9 uouoro D THE ROADWAY EAT BORDERED By CAL OADWAY)WALLS,ALL w rig asphalt, rig, ring u y eq pegs or H 1 ZW VEGETATED.THE SYSTEM OF EXISTING PROPERTY LINE AND ROADWAY)WALES DRAIN TO tool.A disk with blades set nearly straight can be used as a immediately following is or other damage. 6.As sodding of clearly defined areas is completed,roll sod to provide good Q K O EXISTING DITCHES THAT FOLLOW ALONG THE EASTERN,NORTHERN AND WESTERN y 4 ZO P1„1 BOUNDARIES OF THE PROPERTY.THESE DITCHES DRAIN NORTH 0 SOUTH TO AN EXISTING mulch-anchoring tool. contact between foots and SOT. W u1< DITCH ALONG THE NORTH SIDE of Us HwY 156 THAT GENERALLY FLOWS 1,EST WHERE IT IS Seeding Recommendations for Fall 7.After rolling irrigate until the soil is wet 4 inches below the sod. g a a m CONVEYED SOUTH UNDER HWY 158 TO AN UNNAMED TRIBUTARY TO SAWYERS CREEK,WEST SEEDING DATES-August 15 to December 30 8.Keep sodded areas moist to a depth of 4 inches until the grass takes -o 4,zV OF THE BELCROSS INTERSECTION.SAW,.CREEK IS TRIBUTARY TO THE PASOUOTANK Maintenance- SEEDING MIXTURE root.This can be rdetermined bytoon the sod. v,¢�` a RIVER. 991n9 I� g Water as needed.Mow bermuda to 3/4 to 1-inch height and tall fescue to Specie Rate(lb/acre) 9.Mowing should not be attempted until the sod is firmly rooted,usually /.y `�cUOOSURROUNDING LAND USE IS A Mlx of COMMERCIAL,RESDENTAT AND AGRICULTURAL.THERE2.5-3.5 inch height.TOpdress bermuda with 40 Ib/acre nitrogen in April,50 Winter sRye(grain) 120 2-3 weeks. z3ARE NOT r OOuc B IDENTIFIED ON 1HE PROPERTY.PURSUANT TO THE USDA SOIL SURVEr WAL OF CAMDEN COUNTY,SOILS AT THE SITE ARE PRIMARILY PEROUIMANO SILT LOAM lb in May,50 lb in June,50 lb in July,and 25 lb in August.Top dress tall Soil Amendments- ITIOA SMALL AREA OF HYDE SILT LOAM.THESE SOILS SERIES ARE DESCRIBED AS BEING fescue in mid September,again in November and February with turf-grade Follow recommendations of soil tests orapply 2,000 lb/acre ground Sodded Waterways K o`m NEARLY LEVEL AND POORLY DRAINED WITH PERMEABILITY RATES RANGING FROM 0.2 INo R 3-1-2 or 4-1-2 ratio turf-grade fertilizer.Fertilize with 1 lb of actual Comm 1.Prepare soil as described above. 5 .' x' TO 20 IN/HR. WATER TABLES ARE TYPICALLY DESCRIBED AS BEING -te graagricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. 2.Laysod Seri dicular to the direction of flow,with the lateral is ^¢F INCHES BELOW THE SURFACE STAGGER PINS nitrogen per 1,000 sf.Do not fertilzt tall fescue between Mid March and Early strips perpin join 0) O s a o \�o� ALONG ON o'OVERLAP September. Mulch- staggered in a brick-like pattern.Butt edges tightly together. W L J WID en ALONG \ '..,..Z.,?,,,,...,„ Apply 4,000-Ib/acre straw.Anchor straw by tacking with asphalt,netting,o maintenance_ TH at o a mulch-anchoring tool.A disk with blades set nearly straight can be used r After the first week,water as necessary to maintain adequate moisture in Q as amulch-anchoring tool.STAGGEFE PINS the root zone&prevent dormancy of the sod. ALONG EDGE PIN ALONG Maintenance- Do not remove more than one-third of the shoot in any one mowing.Grass CC 2.yw OVERLAP PCA Repair and"e0echilize damaged areas to immediately. ediatel.Topdress with b50 eyond June of height should be maintained nbetween 2-3 inches unless otherwise specified. U AREA STRIPPED AND THEN nitrogen in say temporary cover y STABILZED,USING EITHER 15,overseed with 50 Id/acres Kobe Lespedeza in late February or Early March. After first growing season,established sod requires fertilization,and may also y BONDED FIBER MATRICES OR Aso ROLLS 4 y HYDRO SEEDING TECHNIQUES. AND PINNING ._ require lime.Follow soil test recommendations. 41.41 y /// � OVEUP •T T STAGGER PINGE 41I■^■ WATER ENTRY UNIT rFY ATO2 o tOGE O `) y ARM ASSEMBLY ^ Z ANCHOR UPSTREAM END PIN ALONG EDGE 1^ OF IMPERMEABLE LINER AT 3i O.0 P AT 33EO.0 1j� C ENCLOSURE IN A 12"DEEP TRENCH BE PROVIDED F NECESSARY ^(■`�� N ~y y y y ROLLED LINER CONNECTION DETAIL GUIDE. 11llllllllQ-`.�'� 11 STRAW MULCHING. iy y NOT To SCALE SECTION VIEW PERSPECTIVE VIEW �l 1.FOR BALES OF SITE WITH LESS THAN 30%SLOPE; PVC END CAP 2-3 BALES OF STRAW EQUALS 2-INCHES OF SCHANCHOR PVC VENT PIPE (SEE E TABLE FOR DIAMETER A STRAW MULCH OVER 1000 SQARE FEET. NETTING IEEA PVC ELBOW BY BMP OR BASIN) rl 2.MULCH SHALL BE WEED FREE STRAW. I y TO PROVIDE TEMPORARY SOIL STABILIZATION BY PLANTING GRASSES TREry �..iM�L�.� WATER SURFACE �:�:- 8 F-1 AND LEGUMES TO AREAS THAT WOULD REMAIN BARE FOR MORE THAN FAIZikF ARM ASSEMBLY ?Air) Z Z O 14 CALENDAR DAYS,OR 7 DAYS IN INDENTIFIED CRITICAL AREAS, - PVC END CAP (sex OTABLEEFore DIAMETER .,40 PVC PIPE N ORIFICE PLATE O I--1 WHERE PERMANENT COVER IS NOT NECESSARY OR APPROPRIATE. • PVC TEE BY BMP STRUCIIIRE) (SEE TABLE FOR rTl U 12"OVEUP M PVC PPE STRUDIAMECTURE) )Y BEEP (�I�I U LAND DISTURBANCE&STABILIZATION DETAIL O }HOLES'" WATERTIGHT UNDERSIDE PVC ADAPTER PVC TEE CI NOT TO SCALE OUTLET PIPE s REQUIRED IMF-I��jjllll (SEE TABLE) './ '" " DETAIL MODIFIED FROM NCDENR Fit \\,` EROSION AND SEDIMENT CONTROL AND OVERLAPPING •ARM IF LAR 'llll PLANNING AND DESIGN MANUAL JOIN ROLLS BY ANCHORING ROLLED EROSION CONTROL MATTING DETAIL • �Ir i\\\\ FLEXI HOSEBLE CA) \ 1CDNO SCALE LOCATION AS NOTED ON PLAN BOTTOM SURFACE v 3 ROLLED EROSION CONTROL MATTING(R.E.C.M.)SPECIFICATIONS: END VIEW FRONT VIEW ° U 1. An areas identified an these plans asrequiring minimize matting TYPICAL SKIMMER DETAIL w shall be lined with a protective covering to min and protect w seed until permanent vegetation is established. NOT To SCALE LOCATION AS NOTED ON PLAN D 1 • MPORneY STorcee.0 or•. 1 2. Covering shall be composed of a bio or photo degradable material to ZO sTRHBRrtr,'b,eeuldoEN ANb e long term environmental impacts. SKIMMER ID Pvc AR ENCLOSURE oIA. . Pvc . POSTS MUST BE 1.33 LB/LINEAR FT.STEEL WITH WHEN STANDARD STRENGTH FILTER FABRICF I- .0100gLE µq E0305 minimize onm AND ErvcL ORIFICE PUIE A MIN.LENGTH OF 6'.POST SHALL HAVE PROJECTIONS USE 000r ss c FLIER FABRIC of A LEAST abs9sz BY WEIGHT Ir 3. Mulching with straw or other organic materials can be utilized only when it a 3INCHES os OreI2J INCHES DA IS UTILIZED WIRE FENCING MUST ALSO BE POLroLEFlrvS OR POLYESTER.wHICnTIS CERTIFIED BY THEH will not de the establishmentofo vegetation.Mulches must aINCHEs as INCHES TO FACILITATE FASTENING OF FILTER FABRIC. INSTALLED ON UPSTREAM SIDE OF POSTS. MANUFACTURER AS CONFORMING TO THE REQUIREMENTS IN 0 ' Imps permanentvege a 4"X12° EXTNED MAX.24"ABOVE EXISTING GRADE TO AS.D 6461.FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY 0 Vx° ji-> \\;j' 'Vv /� � be properly anchored which may be difficult In so environments.An INSTALL POSTS B'O.C.MAX WHEN STANDARD BOTTOM OF TRENCH. INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF U �\�j��j,,\\ \ \ \ \ �i,\S\ \Y\/\�� example is straw mulch with jute netting stapled r pinned n n place. FABIRC B WIRE SUPPORT FENCE ARE UTILIZED. MONTHS of EXPECTED USABLE CONSTRUCTION LIFE AT A Elp \�\\ia\V\��Y\\\ ✓� � V ""0'�XV�`�"�'\f\� 4. Pre-manufactured rolled erosion control darts RECP ore highly SKIMMER TABLE TEMPERATURE RANGE OF o TO 120, 6 pro ( l g y INSTALL ITHOS T'O.C.MAX WHEN EXTRA STRENGTH 2.CONSTRUCT THE SEDIMENT BARRIER OF STANDARD OR EXTRA TYPICAL STOCKPILE SECTION recommended for this application.RECPs shall be installed ra according to FABIRC WITHOUT WIRE FENCE IS UTILIZED. STRENGTH SYNTHETIC FILTER FABRIC.ENSURE THAT THE HEIGHT m Li NOT TO SCALE SECTION VIEW manufacturerspecifications for channel linings.An example is a woven MIN.14 GA. OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE STOCKPILES HAVING 2:1 SIDE SLOPES ARE CONSIDERED straw or wooden fiber Excelsior matting. WIRE FENCING THE GROUND SURFACE. CRITICAL AREAS.SEE STABILIZATION NOTES FOR TEMPORARY 3.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT D. AND PERMANENT STABILIZATION REQUIREMENTS. STEEL POSTS ONLY MAX.6"X 6"SPACING TO THE LENGTH OF THE BARRIER TO AVOID JOINTS.WHEN LEVEL GRADE AREA AND STABILIZE AT COMPLETION JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER CLOTH 36 I ;;'.'IONLYAiASUPPORTPOST WITi aRMINIMUM QVERLAP TOZCO 111111111� 1EIELEFCCc0Pos F1AiTrHCMi s FIE m"cDsre cnP4 EZ ooreZIPTIESATTOP,MID-sEa°arvArvD"BaTaM.FABRIareD O a 5'STEEL T-POSTS DRIVEN A 19INN ACHE HIESH 2ARDWARE ABOVE CLOTHRADE 'MIA� Alt% I III ,11I a HEIGHT DSHALLL BE THE BETWEENS18" SIDE OF THE X.ABOVE N MIN. G „,, .ell 11 1 ,I STRENGTH FILTER FABRIC W/6'POST SPACING SHALL BE 2 INTO THE O/C. i E%TENING AWAY FROM INLETRUNDER 24" SOS._ 7�R�i`111 I,1111 I LU "�� \ SECURELY FASTENED FABRIC SHALL POSTS. ' STONE. ;H ` 15.12 INCHES OF FILTER 1 EXCAVATED TRENCH APPROXIMATELY 4 INCHES STE AND 8 TEMPORARY STONE CHECK DAM CONSTRUCTION SPECIFICATIONS: �� "�za:r (a •� J Wljl I,I ,oe INCHES DEEP ALONG TiE PROPOSED UNE OF POSTS AND t.CLEAR,GRUB,AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. -•��IAu',�'=�a'=iir•M CONSTRUCT 4"W X8"DUPSLOPE FROM THE BARRIER.BACKFILL TRENCH WTI '�! • '° REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCMPILL OR DISPOSAL OF li;.. ,.0.A„4.i.��: - �3' TRENCH ALONG ENTIRE ' MECHANICALLY COMPACTED SOIL PUGET OVER THE FILTER Si 9'FREEBOARD IT PROPERLY HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. �1 lV� �1 fV UPSTREAM SIDE OF FENCE a WEEK& II AFIER EACH RAINFALL EVENT.MAKE ANY REPAIRS � * eo,J,y�gb' 3 X fy- 2.PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PUN ON A FLIER FABRIC FOUNDATION. I}�� _ I'i,.�_�•� STEP 1 STEP 2 DECOMPOSEp opa o �pO 2.1 STD` L 3.KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM t=•_a 'll .I i��•�• • Ct Z pv o o �-6 GROUND ABUTS THE CHANNEL BANKS. jJr�• �,IT""<��M` � r,l). /V9� fI f " MAX AT CENTER aw e e MAx ��'��, II�+ ,1*kV,7 FASTEN THE FILTER FABRIC TO THE UPSTREAM BACKFILL THE TRENCH AND COMPACT THE SOIL REMOVE SEDIMENT DEPOSITS AS NECES NEXT SARY TO PROVIDE TO Z Q Z 1 ARd x FILTER �8°=d� a.EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK To KEEP WATER FROM CUTTING AROUND THE �00 .. „,.ohr .`-,,,, s' y I7 1,04.'J SIDE OF POSTS OR WIRE FENCE IF UTILIZED. FIRMLY TO ANCHOR THE BOTTOM OF THE SILT TO AVOID LL O 'SN° %K�"� e FABRICS \y, g V ENDS OF THE CHECK DAM. ,%'� •,�iTll ;��:> ,� �1I �i� ��jl7l •1g.og EXTEND FABRIC 8"DOWN&4"FORWARD ALONG FENCE.BURIED FABRIC SHALL NOT BE VISIBLE. a. °F '�QESS/p E f/ 5.ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. ,Oyl �E l ,i... • • �• Z LD (....4‘.Q _ 1 FRONTVIEW ,ate•F/P1�0�i��lei �� •1 •� • THE TRENCH. BEEN O _ t•'..Ir .4. , s • AREA TO AREA HAS BE SEDIMENTEMOVE ALL FENCING MATERIALS AND UNSTAB. E n�op fS •L�� I��•��•: � �•�••V' ��• PROPERLY STABILIZED 6.PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION. `.• :. •'(1 I!AlterI • OX` • A TO GRADE AND Q w ) ` 5 7.MATERIAL USED N THE STONE SECTION SHOULD BE A WELL-GRADED MIXTURE OF STONE WITH A d50 SIZE i�t� =• :.�� Ii \�•��''�\,• � RE STEEL POSTS S J W ,� e,k, ~ t��-- '- 9"FREEBOARD MIN. OF 9 NCHES(CLASS B EROSION CONTROL STONE S RECOMMENDED)AND A MAXIMUM STONE SIZE OF 14 VI1�•1"r �IA�n� 0 \ Aft, /�o VOIDS of THE p EWEr NSTAL.° �.� 1 • • `i t/ A WIRE FENCE Q Ce O /a.. ,�\\\x .=-0�1 LARGER STONES_THE STONE SHOULD BE HARD ANGULAR,AND HIGHLY WEATHER RE5STANT DROP/CURB ��•�� ij�Alt" " � - 9,�d �'MAXATF�Ery ER Ba HE NEDMENT PDaL AND Day STREAM I`rt �� Z U A E 9nu�� Da �� 1•• •J .� FILTER FABRIC #fi igi f- � Yti, !�A�I t FROM THE TRAP MMED AIELr AFTER cOrvsTRucnOry ENTRANCES BELOW THE CHECK DAMS •�•!!• NcooT ps op fs7 wasHED STONE M LL Z DESIGNED:1 CHECKED'.AS NOTED l,Try" l,'_ eE Jai AVERAGE HEIGHT of t6"ABOVE GRADE � m WIRE OR PLASTIC TIES • �UJerf h' CHANNEL,SUCH AS CULVERT SIDE SLOPE HEIGHT OF V) OF#5 OR ALTER ORE Hoc s a E T oEDAMA E o THE E M DNP GEN STONES. DROP/CURB INLET PROTECTION s BOTTOM OF WIRE FENCE BPc nwn �sz STONE RP RAP FABRIC OTHER NOT To SCALE ISOMETRIC VIEW O AND FILTER FABRIC BURIED oPAwrv-. Assovss "ll IN EXCAVATED TRENCH MAINTENANCE OF TEMPORARY STONE CHECK DAMS: MITKFW/DMK BPG 4 TO 6 INLET PROTECTION SPECIFICATIONS 2 INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT()'OR GREATER) aHT Umw u�H µ1 FLOW SECTION VIEW RAINFALL EVENT AND REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT,S1RAW,LIMBS,OR OTHER DEBRIS WHEN EISTLE smxcs as sygs: eouleLY.MEMau>_oeaxl o /A I- SHEET: TEMPORARY STONE CHECK DAM CONSTRUCTION REMOVE SEGMENT ACCUMULATION BEHIND THE DA AS NEEDED TO PREVENT DAMAGE E TO CHANNEL 14 aF 19 MS RaoWe are eolHmloVnlHo oRAIIHAoe AREA HAS BEEN STABILIZED. _ _ I��- VEGETATION,ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM,AND PREVENT LARGE STEEL POST DRIVEN NOT TO scams LOCATIONS as NOT.on PLAY ROWS FROM CARRYING SEDIMENT OVER THE DAM.ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN A - 24"ST INTO GROUND CAD FILE: HEIGHT AND CROSS SECTION. STEP 3 STEP 4 SECTION A-A 473500D1 s TYPICAL SILT FENCING DETAIL PROJECT NO: 01 NOT TO SCALE LOCATION AS NOTED ON PLAN 4530 4. PART III PART III PART III SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING o'��=„ n1.1 SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING mg,f r�LL Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: IIIMI __ personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. which it is safe to perform the inspection. In addition,when a storm event of equal to or (a) Visible sediment deposition in a stream or wetland. hid The following items pertaining to the E&SC plan shall be kept on site and available for greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be a E inspection at all times during normal business hours. performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if: were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, Frequency (a) Each E&SC measure has been instated Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or (1)Rain gauge Daily Daily rainfall amounts. pP plan. approvedThey are within 100 feet of surface waters(regardless of volume). ~a �' ,�o. shown on the approved E&SC E&SC measure shown on the E&SC • maintained in If no daily rain gauge observations are made during weekend or O W Y,^z`V, good working holiday periods, and no individual-day rainfall information is plan. This documentation is required upon the F FO �c ;,zLL. order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if z Z =� z attended days (anc this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 oU z a_`z} EE needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA F. o 0�2we "zero." The permittee may use another rain-monitoring device F (b) Aphase of gradinghas been completed. Initial and date a copyof the approved E&SC (Ref:40 CFR 302.4)or G.S.143 215.85. W U �° =_ approved by the Division. p PP a `c ,3 (2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection rn W wa m Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the Q Z v �w (d) Anticipated bypasses and unanticipated bypasses. v, w w_E‹ and within 24 3. Name of the person performing the inspection, construction phase. `'g hours of a rain 4. Indication of whether the measures were operating W (c) Ground cover is located and installed Initial and date a copy of the approved E&SC O rn _,_ z LL event>1.0 inch in properly, ,• 24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the ( o o-Ya 6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment. O L. s=°m (3)stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications. W z ,-_ discharge 7 calendar days 2. Date and time of the inspection, - outfalls(SDCs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements z hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures After a permittee becomes aware of an occurrence that must be reported,he shall contact event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. cc 24 hours 5. Indication of visible sediment leaving the site, - - the appropriate Division regional office within the timeframes and in accordance with the o 6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC H p other requirements listed below. Occurrences outside normal business hours may also be It (4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection reported to the Department'so r/1 Environmental Emergency Center personnel at(800) z site 7 calendar days of the following shall be made: report to indicate the completion of the z and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. 858 0368. hours of a rain the site limits, event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements I--i 24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification. H releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the Z 121 (5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition. f) o Z wetlands onsite 7 calendar days stream has visible increased turbidity from the construction O or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a Z w C case-by-case basis. ° (where hours of a rain 1. Description,evidence and date of corrective actions taken,and y W < U accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment- o 24 hours Regional Office per Part Ill,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional (6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff Hstabilization of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall determine that additional requirements are needed to assure compliance a measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the U N Z activity, or redevelopment,permanent with the federal or state impaired-waters conditions. Z v p Division or a similar inspection form that includes all the required elements. Use of O ground cover). electronically-available records in lieu of the required paper copies will be allowed if (b)Oil spills and Within 24 hours,an oral or electronic notification. The notification o U 2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and w measures have been provided within the required shown to provide equal access and utility as the hard copy records. hazardous location of the spill cr release. o timeframe or an assurance that they will be provided as substances per Item It 3.Documentation to be Retained for Three Years soon as possible. 1(b)-(c)above L73 o All data used to complete the e-NOI and all inspection records shall be maintained for a period o NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] (c)Anticipated • A reportat least ten dore the date of the bypass,if possible. bypasses(40 CFR The report shall includee a an n e evvaluation of the anticipated quality and m 122.41(m)(3)] effect of the bypass. PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification. bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 122.41(m)(3)] quality and effect of the bypass. Z Oa (e)Noncompliance • Within 24 hours,an oral or electronic notification. to Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • within 7 calendar days,a report that contains a description of the w for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance, IY Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not health or the been corrected,the anticipated time noncompliance is expected to (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[ao continue;and steps taken or planned to reduce,eliminate,and 0 o CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6). Z O z H"' ARo ,, shall not commence until the E&SC plan authority has approved these items, 1 0 • Division staff may waive the requirement for a written report on a §o •oFEssio.... (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. Q u '`Qs (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include o w 1 - 6 i f. J w rn ./..FNCIN •../.\% properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, _ Q o -,�,a .. .'t" ' (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, z la o E ,, .�. y�: ll OZ 0(i/�I/21 AS VOTED (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and i I,- NORTH CAROLINA o 0 Environmental Qualityu DMKo (f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. \,. „Ravi„ oBE KFW/DMK arc 1. SHE1ETT NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE. 04/01/19 CAD FILE �� 473500D1 PROJECT NO s ` 4530 i GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT - - THE NCGO1 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER o"&m=,_ 1. Maintain vehicles and equipment to prevent discharge of fluids. . a;i.',,� Implementing the details and specifications on this plan sheet will result in the construction 2. Provide pans under anystored equipment. � '.' e -J=m=2n drip is-x-x-mf m., y�. »< v x x activity being considered compliant with the Ground Stabilization and Materials Handling ��"��'�j� any I�i=r =�I ,,,.� I. "" ig, 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the z r ,,,�, j,� 0 1 �,., _ sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The project. Xi. 401 d. ""`n i I„I'! �i ,,_y permittee shall comply with the Erosion and Sediment Control plan approved by the w��..••��w I' delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as '�-I"Z-1` j�;�Z,�,I1 _ may apply delegatedauthority jurisdiction. hazardous waste(recycle when possible). • W not a I dependingon site conditions and the having • .,�.,,., 5. Remove leaking vehicles and construction equipment from service until the problem .` .,, .� °"`""a ="n' "°"m" CA has been corrected. L°I�.,m.,.,, "°"o"'n' • ., •n.OMmn VON ��.i a SECTION E:GROUND STABILIZATION I I •nc.w.,.wortnmmn.•u ,,,.,lit L.,ONCMtn i..m.o Watt�m..,s coon,m,C.n..,..n= m...n Xi NC I I CAPACITY m POD=AMOK �,,` Required Ground Stabilization Timeframes 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products eea ..,.,.. �',..,, w to a recycling or disposal center that handles these materials. NOW r UNION.NMII= a Ella m Stabilize within this ' m IC MGM WOO VIM many calendar BinOv IT sTR,rnrn ABOVE URA HUT STRUCTURE Site Area Description days after ceasing Timeframe variations LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE w ..-.8, Aland disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. 0 z Y-2. V (a) Perimeter dikes, -zw� 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS z a ==�w� swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. o w LL > perimeter slopes 3. Locate waste containers at least 50 feet awayfrom storm drain inlets and surface F-, ¢ z V 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local w w b High QualityWater waters unless no other alternatives are reasonably available. and state solid waste regulations and at an O g 7 None g approved facility. z Ly 3a (HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in Ca o W °0- v ` If slo es are 10'or less in len th and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within ' = 9=awa (c) Slopes steeper than p g 5. Cover waste containers at the end of each workdayand before storm events or lotperimeter silt fence. °� "'� 3:1 7 not steeper than 2:1,14 days are z w �s allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an o H =LL -7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for p a ,,, FL,.;',5 m length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two w u =__ -7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk z Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or -10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must I be pumped out and removed from project. 1 -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE o v.) ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it (e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, Z Z flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive O there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. H d Note:After thepermanent cessation of construction activities,anyareas with temporary 3. Contain liquid wastes in a controlled area. x p Y 7. Locate washouts in an easily accessible area,on level ground and install a stone Q > al stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the H practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. H Z ZO activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 18. Install at least one sign directing concrete trucks to the washout within the project Z E' E surface stable against accelerated erosion until permanent ground stabilization is achieved. W U limits. Post signage on the washout itself to identify this location. PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit GROUND STABILIZATION SPECIFICATION 1. Installportable toilets on levelground,at least 50 feet awayfrom storm drains, H overflow events. Replace the tarp,sand bags or other temporary structural Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonablyavailable. If 50 foot a Z components when no longer functional. When utilizing alternative or proprietary Z techniques in the table below: offset is not attainable,provide relocation ofportable toilet behind silt fence orplace U Z products,follow manufacturer's instructions. o O Temporary Stabilization permanent stabilization _ on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of •Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance o other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. • Hydroseeding • Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. o • Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace without temporary grass seed •• Hydroseeding with properly operating unit. L • Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES • Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label • Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the o • Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of `) retaining walls and surface waters unless it can be shown no other alternatives are reasonably 5 productsgrassavailable. accidental poisoning. • Rolled erosion control with seed A 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water. If a spill occurs,clean area immediately. 1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. c9 i o ��A • 4. Do not stockpile these materials onsite. z o z eo , construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance o g y H :'FESS/0.'.. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined Q Q :4 s 4i r. 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated I o w 6 PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE ; ,`.FNcix ,..•��,_ 1. Create designated hazardous waste collection areas on-site. a o %/a ii e'b,.e 4. Provide ponding area for containment of treated Stormwater before discharging z o 0 DATE ^°AAFfl Lttkth offsite. 2. Place hazardous waste containers under cover or in secondary containment. z �eo6/2I21 AS ENOTED 5. Store flocculants in leak proof containers that are kept under storm resistant cover i� jr` NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. o BPG oDMK or surrounded by secondary containment structures. !I''Environmental Quality 1 KFW/DMK BPG SHEET 19 NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 ��1673500D1 PROJECT NO: ` ` 4530 WASTEWATER COLLECTION SYSTEM ! \ \ \ \ Ls-m-„ LIFT STATION SCHEDULE \\ \ \ ` \PoM ELEV.:9.50E ALARM U°HT TELEMETRY ANTENNA LIFT STATION 1 LS-01 \ \ \ \ "X4"N1 M4"A%8•-O"LONG = DIMENSION # ( ) \ \ \ \\ 10/0"ALUMINUM SHEET 1e"ALUMINUM REQUIRE SHEET - o A: TOP OF TANKS 9.50' M.S.L. \ \ \\ WEL AS REQUIRED(TYP) WELDAS REQUIRED(TYP) WELDED AS REQUIRED - o m B: GROUND ELEV. (FINISHED) 8.50'f M.S.L. - I \ \ fi•MIN. C: HEIGHT OF WET WELL XX.X' 1 �� \\\ \ �-m-\+w' 9-3/8•GALVANIZED ��-I \ PoM ELEV.:9.50• MOUNT AUDIBLE ALARM BOLT AND NUT WITH "G m z�\'m D: INV. IN -3.80 M.S.L. \ / �W \\\ \ \ 55-04 INV.IN:-150• ADJACENT TO CONTROL WASHER ASSEMBLY(TYP) a m fl amp E: BOTTOM OF WET WELL X.XX M.S.L. \ \ \ \ PANEL SHIELD ALARM LIGHT _Jggr . F: DIAMETER OF TANK 8' INSIDE \ •®\ \ a, PUMP CONTROL PANEL AND ALARM N E n p''.x G: VALVE CHAMBER 6' INSIDE \\ • \ \ \ \ \\ \ $ AUTOMATIC TRANSFER SWITCH BOX WTH HORN AND LIGHT mLL„,a �-,. (CENTERED NEMA a%ENCLOSURE H: F.M. ELEV. OUT S.00 M.S.L. \. \ \- \\ \ V \ I ELECTRIC CIRCUIT BREAKER PANEL (CENTERED ON PUMP STATON AND `..\ \ \ GATE OPENING-SEE PUMP STATON I: F.M. DIAMETER X"6 \ \ \ \ d SITE PUN DETAIL) J: ALARM LEVEL X.XX M.S.L. \\\ \ �� I 1 1� \ 4 X4 X1/4"XrvuM LONG -/a•HOLE FOR a xa•x�/a•xa•LONG TOP VIEW N ANGLE BOLT ACCESS ALUMINUM ANGLE • K: LAG PUMP ON X.XX M.S.L. m \\ \ � I'• \ SS-041J'8b1F a.PVC ISOMETRIC HOOD SHIELD VIEW WELDED AS REQUIRED WELDED AS REQUIRED 850 4, OIL. W L: LEAD PUMP ON X.XX M.S.L. 01' s \ NOT TO SCALE INSET"A' INSET"B" X. M.S.L. \ 3"THREADED CAPLED ROPECENTER UNE OF PUMP TELEMETRY M: BOTH PUMPS OFF w %� `� \ �^ N: D-E X.XX' PROPOSEDEa"soft-z1 - L \ MH-a C L COMMERCIAL CONTROL PANEL To BE ANTENNA 3 0: BOTTOM OF VALVE VAULT 3.00 M.S.L. SANITARY FORCE MAN(1w.) �©. \ \PoM ELEV.:Aso' _ As READ FOR SPECIFIED GENERATOR SET °N PANEL RACK AND VERIFY oUMiEiNs CONTROL° pE ELECTRIC WH INSTALLED N LINE WITH ALARM ucll- P: AUTO DIALER FLOAT X.XX M.S.L. ,- ` ss oa Ixv.Ix:-aJo' ANCHOR B „11 \` \59-04 INV.an-3.]D• TRACTOR SHALL NOTE:Y NTR 3^_p^DIAMETER CENTER OF PUMP STATION 1 • E 0 HOOK �/�\ \ \ \ SPACING AS SPECIFIED GENERATOR SET . . . GALVANIZED POTS li _' - ' � IN, " \\ \ REQ'D FOR BOLTS M M M ®T&��P®®+_ PUMP AND MOTOR DATA -6 -?" B-® -20 jF / Bao .\ \�\\\\ I I I I I SEE INSET'N' TO =w 1 / �� SETA LIGHTS 71 A w DESIGN FLOW (Q) XXX GPM / ' TI" `\ - / �� \ 6•MIN. 6"MIN. / INFORMATION SHEET TOTAL DYNAMIC HEAD (TDH) XX' - 9 m/1" B.zo \ \\ \ • • • • • • • LED LIGHT MOUNTED 1. SYSTEM OWNER SODAS I \ \ - 2. srnEMPOPERATOR auToxanc /1 \ \ 18--12"FROM 3. ALARM OCEDURES TRANSFER RECOMMENDED PUMP OR XXXXXXX -� tv - \ \\•\ BACK OF HOOD 4. 24-no".EMERGENCY SWTCH I , o APPROVED EQUAL OR APPROVED EQUAL /N/ -- \ \ a NONTACT w/PHONE NEMn ax ax ENCLOSURE s.QD ate" i�}I \\\\ pas.E w(TTp) TT 0. SHEET i0 BE ENCLOSURE z 1/4 I ' CONCRETE SLAB PRINTED ON DURABLE DOUBLE THROW EMA LIFT STATION LS 01 SITE PLAN GENERATOR PAD DETAIL Pi"° s� WEATHERPROOF SAFETY SWITCH CIRCUIT Z o°$z.E GENERAL NOTES: '-'-' BPANELR BBLE E. d O N 1. THIS PUMP STATION HAS BEEN DESIGNED TO COMPLY WITH NCAC 15A 2T.0305 AND MEETS OR SCALE:1".20' (PLAN VIEW) NOT TO SCALE wI creaDE 4s PANEL AUDIBLE E. W UPm° EXCEEDS ALL REQUIREMENTS OF FAST-TRACK PERMITTING, MINIMUM DESIGN CRITERIA. (TDP)ED RECEP EXTERIOR 11 ICI ALARM II! Q a,z 0 5 o 2. DESIGN PUMPING CAPACITY: (SFE SCHFDULF) V - - a CONCRETE arvCHOR , I. F ,'Z, m E o 8 3. PUMP SELECTION: (SFE SCHEDULE) B \\ (TVP) \\/ \/ / - I E IIIMI U..t z 55 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING/PROPOSED POWER SUPPLY TO EACH LLCM_ Q // ' v\ / / / F O Ot¢- PUMP STATION PRIOR TO ORDERING PUMPS&CONTROLS. THREE NO POWER OR CONTROL 4^o DIP PUMP BYPASS - �\// �- >\ y� 5 CONDurt To CONDUIT TO PUMP STATION [�7-I F- N.O 5. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING STANDBY GENERATOR SETS CAPABLE OF OF SPLICE LOWED I 90.ELBOW WITH MJ ! .�'\ GENERATOR SET I .II, II�I� I--I U }} '� OPERATING EACH PUMP STATION.GENERATORS SHALL BE CUMMINGS OR KOHLER AND SHALL BE WITHNG WETWELL OR PLUG AND CAMLOCK 1 POLE LIGHT I �/ I I 1-) O S S CONNECTED WITH ANON-SYNCHRONIZING AUTOMATIC TRANSFER SWITCH. . CABLE CONDUIT QUICK CONNECT FLOAT STAINLESS AM RcaN FLOW corvouT T I GROUND 1� E1 i I" •CONCRETE SLAB y m'R B m (SEE DETAIL) Q 2EREQU RED WEDGE GATE VALVE FINISHED GROUND 1� Fr.� ITHP)Nc W 6. THE WET WELL,VALVE VAULT&CONTROL PANELS SHALL BE SECURELY LOCKED AT ALL TIMES. AND CONTMOTOR ROL FLOATS RESILIENT CONTROL C O O ALL HATCHES SHALL BE PADLOCKED AT ALL TIMES. JUNCTION Bo AMEreCA ELEV.:16.5'MSL E. ° Z ..t 7. ALL CONTROL SYSTEM ENCLOSURES SHALL BE NEMA 4X RATED. /, (BOATS/PUMP) _` CHECK VALVE, DP 90'(Tm) j \ /�/� //V� ■F/ �4 //*//I :�j �, 's `12'.12 8. ALL TANKS SHALL BE LEAK TESTED IN ACCORDANCE UTILIZING A STATIC WATER TEST METHOD. GRAVITY SEWER AN d I ice_ �\ SW 5 EOLO cRnTEo • DIP CONTROL PANEL RACK AND SHIELD .41i1 "^V�` i I I I.I<\ z 6-' V 9. ALL COMPONENTS WITHIN THE PUMP TANK SHALL BE STAINLESS STEEL INCLUDING GUIDE RAILS, (SEE y N D ALS) N V TEE(Twj O v,� S Z PR NZ REQUIRED NOT TO SCALE POWER COMPANY ON METER ADD WITH LOCAL BRACKETS,BOLTS,LIFTING CHAIN,ETC. V () 10.PRECAST INLET BOOTS SHALL BE PROVIDED BY PRECAST LIFT STATION MANUFACTURER.ALL Q PRESSURE GAUGE aTOa"m cooRo ANDpCONNECTIONLY " FRONT VIEW W U O O�` OPENINGS SHALL BE GROUTED. / /III�I RETAL) F^ , ,, r 1 I• I'I� ASHCROFT D CONTRACTOR 11.ACCESS HATCHES SHALL BE 48"X48"OPENING,300 PSF RATING,WITH NEOPRENE GASKET, A LE '�. / A L ILLED caucE DIAPHRAGM SEAL ELECTRICAL EQUIPMENT RACK °� z R y STAINLESS STEEL HOLD OPEN ARM,HINGES,LOCKING MECHANISM AND SPRING ASSIST. PRECAST �� __ 0iy 1110p/5 2RROC-OJT CG WTH .< Z �....._ ,� I}�II■_---17f'�II Iy w/t/a'NPT STEM I I T NOT TO SCALE 0� m HATCH SHALL BE HOLLIDAV PRODUCTS MODEL 5254848 OR APPROVED EQUAL. I /2•PROCESS CONNECTION NOTES: O 12.AN ALL WEATHER ACCESS ROAD SHALL BE PROVIDED TO 1HE LIFT STATION. RUBBER BOOT - - •7i . CONTROL PANEL AND NECESSARY SCADA PROGRAMMING TO BE: Q 6.' 13.PUMP STATION DESIGN SPECIFICATIONS TO CONFORM TO LATEST ASTM C478 SPECIFICATIONS WD AUTOMATON I-� S i s _ - II ,�� _ - y^ 3000 BROADWAY STE.2B p.l FOR"PRECAST REINFORCED CONCRETE MANHOLE SECTIONS."CONCRETE COMPRESSIVE STRENGTH III SE I MOUNT VERNON.IL. 62864 SHALL BE 4000 PS MINIMUM.MANHOLE STEPS SHALL BE STEEL REINFORCED COPOLYMER ESS STEPS �i - ^�L a 2. AN ALUMINUM ANTENNA TOWER SHALL BE PROVIDED FOR FOR THE SCUBA SYSTEM RADIO.CONTRACTOR TO POLYPROPYLENE PLASTIC STEPS WHICH CONFORM TO LATEST ASTM C478 SPECIFICATIONS IN AC AT 14"O.C. L-, ``114. 3^DIE.MOUNTING HOLES goORD rvATE DESIGN AND IrvSTALLNTON OF ANTENNA TOWER. BOTH MATERIAL&DESIGN. MP.)E U-Ov-I It_IWI •I:._ >I� _ _ a ELECTRICAL CONDUIT TO BE STALLED GAS TIGHT. a 1 - 3/4"BRASS BALL F•• • 4 ALL ELBEER FLOAT AND ALARM DCIRCUITRYEMOLLE TO BE GHTALLED INDEPENDENT OF THE CONTROL PANEL CIRCUIT. z 14.ADDITIONAL WASTEWATER FLOWS SHALL NOT BE MADE TRIBUTARY TO THE LIFT STATION UNTIL 24.MANHOLE \ , q" \ I- '�• VALVE w/LEVER t" 5. PANELS ENCLOSURES SHALL BE NEMA a%RATED WITH DEAD FRONT INNER OWNS OUT DOORS. ZI A REQUEST FORA PERMIT MODIFICATION IS SUBMITTED&APPROVED BY NCDEQ-DWQ. ACCESS \ oaAprvc \ SEWER&S PLAN, MAIN . 11"BODY THICKNESS K DUPLEX SUBMERSIBLE (� 4"SCH 80 PVC \ _-i DETAILS) 354-!VT 6�• _'• a U EFFLUENT PUMPS FLAPPER TYPE (SEE SCHEDULE FOR SIZE) CHECK VALVE BRAS NIPPLE I■_,. SEARS TEE W/ /.l ## 0 ## ## ## ## EFFLUENT PUMP 3/4'FIPT BRANCH I HANG(6)1/4 DI 21* r^ H 4B•%a0•ALUMINUM HATCH LIFT-OUT RAIL SYSTEM O HOIST SOCKET, PRODUCTS H8"%48"ALUMINUM HATCH CORDS,LIFTING CABLES Z vI - 11 ALUDAY PRODUCTS 5254848 YI U ALLIDAT PRODUCTS 5254848 ■ ■ ■ ■ ■ OR APPROVED EQUAL i OR APPROVED2F OR APPROVED EQUAL . • L - SEWER FORCE MAIN G AT SWITCHES,POWER Hi REQURED "0 SCH 80 PVCC ######NNRER E w/s REEN �a - ■ O GRAPHIC SCALE PRIOR To ORDERING AST TOP ANHATCH SIZE WITH THE P.P D HATCH ‹VENT 4 c°Nc�S�w/THICKENED EDGE(TYP.)� , I LEVEL CONTROL FLOAT(TTP.) _ _ _ - ■ B �� . a VALVE oErA VAULT HI WETWELL AND VALVE VAULT PLAN VIEWCONSTRUCTION.le I 9 � P; NOT TO SCALE (SEE PLAN FOR ORIENTATION) 1 INSIDE VALVE VAULT.RASS NIPPLES SHALL BE SIZED To ENSURE FITMENT of ASSEMBLY 3_o HALL OARr ACCESS FRAME MOUNTING. EQUAL. 7-1 0) //7p \ a - TT ■ ` Z STAB "Q,E. BPR�ESSUREre°VIDE VERTICALGAUGE SUPPORT. FLOAT BRACKET ADETAIL n" FENCE FOR - Ir,p\/ V `�' Z '0 SCH 80 PVC 4"0 DIP PUMP BYPASS NO POWER OR CONTROL 4.0 SCH 80 PVC 4.0 DIP PUMP BYPASS T SOCKE \ VENT PIPE W/SCREEN 00.ELBOW WITH MJ PLUG SPLICES ALLOWED WITHIN° VENT PIPE W/SCREEN 90'ELBOW WITH MJ PLUG IDAT PRODUCTS 02F NOT TO SCALE SEWER FORCE MAIN I \�WA/ - a W HH AND CAMLOCK QUICK CONNECT WETWELL OR CABLE CONDUIT AND CAMLOCK QUICK CONNECT OR APPROVED EQUAL NOT TO SCALE (SEE PLAN&DETAILS) - -. / - ■ 1'-1 L� 48"X48"ALUMINUM HATCH 48"X48-ALUMINUM HATCH rTl L� JUNCTON BOX 24"MANHOLE ACCESS JUNCn BO H H < - - - HOIST SOCKET v W 7C (FLOATS/PUMP) (FLOATS/PUMP) ALUDAY PRODUCTS S2S4840 ALUDAY PRODUCTS 5254848 2•r! - SEE DETA LS m 0 U U ( ') OR APPROVED EQUAL OR APPROVED EQUAL - L ( ) w/TH�cKE o EDGE ■ a o "CONCRETE SLAB NOTE' (Tn..) _ Ti r w/THICKENED EDGE NOTE: ALL E I"THREADED PIPING AND FITTINGS , 1.8 ■ ELEV. a El FV 0 TOP F A HOSE BIB SHALL ACCOMMODATE TO BE 1"THREADED BRASS GRa SEWER Mary / ��sg. \ 30± I } • } P reA�m , 4- Im STANDARD 3/4"GARDEN HOSE. GRAVITY PLAN yv / \ I aNELEV B Iw /v p...'''j o CONCRETE �" FIBERGLASS OR POLY INSULATED DETn LS) Itillik = z � ��?L�'�ji�p -gw sTANLLss s EEL B `Yr DROP ovER ENCLosuRE OII U zN0FL(SEE DETAU"". 1 \\ `G \\`S\ P LIRE EDUG - d '•■ O o.■� ( ) 1111Ir \' Job BACK FLOW PREVENTER „ .,,,,,:,..-, . i-s�\<�<\� ACCESS STEPS \� 1 . U / REsssEE DETa L) , 7 ASSEM:LY-RPZA TYPE ♦ 12 FID CONTROL PANEL es \ G m SIPHON BREAK ■ ,�i j Access STEPS AT `�'CA��Rla\sT e-(T"'-) (z) DIP ELL "` mo a I "■ O i( FLEXIBLE (1)I I I DIP TEE I I I / ET WELL WATERTIGHT M C-] C-] (SEE DETAILS)- I O /l �� :.::7;:l\ yy !GRANT!SEWER MAIN RUBBER BOOT ■�E I 1"FROST-PROOF oINFLUENT PIPE INVERT /ELEV. - _ /\/\ /\/�✓ RA \ \ `-`9 �_ •�_ ■ (SEE TYP. IL) U ICY (SEE PLANE&DETAILS) �� YARD HYDRANT Iil& ELEV.' D ^ F.M. a. \ �qq,, �3\ • 'N. 1 - - ELEV. n R DETAIL) (El '�. I// STnIG of RA is \ �� - _ Hb. �� UNION 1!I /■ II -' al NTER CO _��-4_(_J ` /// 2 SETS REQUIRED \ AC PAD BACKFLOw VE // () �__ FINSH ED GRADE PR 1 �'�' // /-1 V ' AS REQUIRED GATE VALVE ENCLOSURE w USBOX to ED"EQUAL 1.`✓!� /� 11 i\' V GROUT FLOOR SLOPE " N DETAIL) 1 // N/ STAINLESS STEEL .\ 1%TO DRAN ��{ ' ' (SEE PTYP vato ✓/ / / NTERMEDATE RAIL _ 1 ELEV. I D I SUPPORTS PER MFG •. ALL WEATHER PUMP /I ✓/�� v./ 6 ta- EXTENDED BASE • iEgin,D OADJ WATER SERVICE LINE co 11 �y�✓/ SCH 80 _ * p `.*N G NLENG CHAIN PVC DRAIN I I ' I / (SEE TTP:DETAIL) (SEE TYP DETAIL) Z O x ®"® ® ®o"® ® ® �'�'� ✓/p��P9✓?i��?��i sTAbl (z)REQUIRED ✓?1�?✓�!pl��G�•✓��?�✓. c ®�® R WASHED I I I • • N STAINLESS STEEY 0 I m TI I I • W o P % / HIGH (6 P AMERICAN FLOW CONTROL --1 z r-, rI--, INTERMEDIATE RAIL AUTO DIALER LEVEL WATER I AMER caN Flow CONTROL RESILIENT WEDGE GATE VALVE IY SUPPORTS ALARM LEVEL J / ALARM TYPE CHECKP VAL`E_PP CHECK VALVEL I I I STAINLESSESTEEL ' 1 �. fr a SLUNG TYPE EVER AND (2)REQUIRED I _ I I WET WELL VALVE VAULT ACCESS GUIDE RAILS yp / /� SPRING OPERATED 'Ily-ylF ROAD AND GATE OPENING SHALL (2)SETS REQUIRED \ l\ LAG PUMP ON I� `` LAG \ ATE (2)REQUIRED NO 57 STONE COMPACTED - C- IFS/ I T- ALL BE CENTERED Q n \\\ VVV `` LOC COMPLETELY ��// 1 12"DEPTH,EXTEND MIN.6' tir INSIDE WET WELL F w c W / / o PUMP ON E WEDETOF AN CRi BEYOND EDGE OF BASE 4 44 - N EN CIRCUIT NOTES: --- -- -- LIFT STATION PLAN VIEW o ® 12" 1 NOT TO SCALE (SEE PLAN FOR ORIENTATION) D UP PIPE AND LEAD PUMP ON L i2 N LEAD q� L SHALL BE SCH as PVC, .`. •. �� ^pj '��;�`` pl. oN FITTNGS IRON. DUCTILE FROST-PROOF YARD HYDRANT DETAIL ��PO� �W�' , / AND VALVES NOT TO SCALE G O -\ /-BOTH PUMPS OFF I M �($"'0• BOTH m rSUBMERSIBLE FASTENED INVERT HCONBY aR T �LESS �t��`�J,G.`� -VQ' „`%� PUMPS EFFLUENT PUMPS OTHAN"FORT3/4"ESTAINLECAS PRESS-SEAL CAS-- V��. `V ' IOFF BOLTS WHICH HAVE BEEN CAST THICKNESS ,(.( N SEE SCHEDULE FOR SIZE V` z 402 RUBBER BOOT ttSEA G DUPLEX J \ INTO THE INVERT OR THREADED TH S `O n 1 / MOLLY.STRENGTH GROUT OR CAST IN 12'-0"(MINIMUM) 4'-0"(MIN.) \ GO o • . /' / PUMP T SUITg9 LT.LOR"EQUAL BTHE SLIDE TIGHTEN S INSIDE OF BOOT DATE: DV � C J IN CAPSULE o � � LINE FOR 2 , PUMP ASSEMBLY BOLT GT HAVE A 0 LESS THAN PLACE(TTP)� AND TRIPE NTRAP SHOULDERSCALE: 4^0 DIP SU 6 .I= _ �� BS AND SHALL BE .�4,00,-� (TYPICAL) 06/2101 6 AS NOTED DIP F.M.PIPING / •� �.■ \ m ss�.� a Tm uF soon tz" oESIN.Eo-. CHECK. ANo vALVEs L� LE FOR`nBRAnrvc N rt EQUIPMENT. 2:1 MAX. /O O0(\ yo -. 1 z,/FT 1/�-z'/FT t/z`/yFT 1 2'FT. arc MSB •I i1 `��+ iz � � i ~- 1a /-E� I� •• // 2:1 MAX. MAW. �vrsovco. 0 i- 2 \ i ,iI i ry W \// \� {: ..... ...- 1 4 .,r av,/.r`.•«,'i " DMK BPG �� ELEv E ELEV. E I,? I �� ✓� 5 : _ J I SEE NOTE ON ANCHOR J /�� I// / \ �\ \` \ SHEET: GROUT REQUIREMENTS EXTENDED BA 1m STAINLESS STEEL PIPE /�\�\/ � /V/V\/,K\ 1�J 1 Q c 12••DEPTH EXTEND MIN.COMPACTED6" - NO.57 STONE COMPACTED L STRAP(WATERTIGHT) 1/ of +/ BEYOND EDGE OF BASE 8P0 - L. : L : L : • - L 44 • 44 • NpE. •SE•.•, 12,DEPTH,EXTEND MN.6 NON-WOVEN GEOTEXTILE FABRIC r. / -• • • - • - • - • - :: . .,BEYOND EDGE OF BASE GASKETED FLEXIBLE WATERTIGHT 6"COMPACTED COMPACTED SU BGRADE CAD FILE: SECTION B-B WETWELL AND VALVE VAULT SECTION VIEW SECTION A-A CONNECTION DETAIL ALL WEATHER PUMP STATION ACCESS ROAD 473500B1 NOT TO SCALE NOT TO SCALE PROJECT NO: /` NOT TO SCALE SECTION VIEW 4735 mt N0 PROVIDE INFI-SHIELD NOTES: CAST IRON FRAME UNIBAND AT ALL MANHOLE yt>`"" 1. PRECAST REINFORCED CONCRETE MANHOLES SHALL BE IN VENT SHALL EXTEND A STRAP SPACING: 8 COVER SEE DETAIL RISER/MANHOLE FRAME '� ACCORDANCE WITH ASTM C-478 MIN.24"ABOVE THE 100 -1 EVERY 3' 2-0"SCVH 4090°ELBOWS EAL AROUND � SPRINGLINE OF PIPE �/ RING AND COVER. 2. MIN.CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI. YEAR FLOOD ELEVATIONU CONNECTION LOCATIONS -MINIMUM OF2 PIPE NON SHRINK GROUT SLIDE WITH MAX.2 ,IL, SEE DETAIL 3. ALL MANHOLES SHALL HAVE MIN.6"EXTENDED BASE. (SEE PLAN FOR \ REQUIRED LIDE I/2 PIPE PLACED IN FIELD.SOLID o _ _ GRADE RINGS Sh + 4. FLEXIBLE BUTYL RESIN JOINT SEALANT SHALL BE IN LOCATIONS) \. ALIGN STEPS /� j ) OVER INVERT CONCRETE JUMBO BRICK MAY BE ACCORDANCE WI ASTM C990.RUBBER GASKET JOINTS SHALL BE / , 4'SUPER WOLVERINE ' OUT . USED TO BUILD UP INVERT TO ° IN ACCORDANCE W/ASTM C-443. PASSIVE CARBON VENT 4"SUPER WOLVERINE REDUCE MORTAR QUANTITIES. °o x F m /FLEXIBLE BUTYL RESIN + CONC.GRADE 5. FLEXIBLE EPDM RUBBER BOOT CONNECTORS SHALL BE IN ._. .. _ PASSIVE CARBON VENT ' SLIDE SHALL BE INSTALLED ON pu�z° SEALANT OR RUBBER GASKET / 1 RING(2 MAX.) ACCORDANCE W/ASTM C923,INSTALLED BY MANUFACTURER MANHOLE RING r +•/ - CORE MANHOLE AND INSTALL MIN.ELEV.:SEE TABLE � TYPICAL I:w;;:;:J 1l2 PIPE z = TOP OF SHELF WITH ATROUGH d - [ 24"y JOINT. FLAT TOP W/STAIN-LESS STEEL COMPRESSION RING AND TAKE-UP CLAMP. AND COVER BOOT ON THE INSIDE OF a MANHOLE � SHELF R 1= TO DIRECT FLOW INTO THE -Jim°nn CONNECTION TO MAIN SHALL BE BY CONTRACTOR WITH STRUCTURE PROVIDE 6^WIDEMANHOLE MANHOLE SO AS NOT TO1"x 1/8"GALVANIZED TEE SEWER. d:STAINLESS STEEL PIPE CLAMP. ,1 INTERFERE WITH THE ��1 �I INFI-SHIELDSEALWRAPAT h 6. MORTAR SHALL BE QUICK SETTING,NON-SHRINK GROUT MIXED yy STEEL STRAP FLOW CHANNEL dIJOINT SEALER r � INSTALLATION OF THE VENT BRICK&MORTAR SHAPE TO 8/4 SAMAIN WER ALL EXTERNAL JOINTS(OR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. x1, �� L APPROVED EQUAL) ° 7. MANHOLE STEPS SHALL BE IN ACCORDANCE WITH ASTM C478 (�. ARE,ND PIP INSIDE A / 4"SCH40 PVC PIPE DAM,1/2 PIPE DIA. '� PEEIIEHT OF OUTLET 1�.�- S AROUND PIPE INSIDE AND OUT SEAL AROUND ry m D ILIFT HOLES THAT EXTEND AND OSHA REGULATIONS ALIGN W/INVERT OUT. SE'" 00� 4• THRU THE WALL SHALL BE 8. PREFORMED MANHOLE INVERTS ARE NOT ACCEPTABLE UNLESS I I 1��1� �� 111 PIPE b`SEALED WITHNON SHRINK SEALLIFT 1/ \ �t°'�-HOLES SPECIFICALLY APPROVEDBVTHEPROJECTENGINEER. _ 4"05CH40PVCPIPE \ ? PIPE SLIDE DETAIL ��-- - GROUT.LIFTHOLES THAT INFLUENT GRAVITY j y .Tj�q�'I-1• HAVE PVC CAPS THAT DO STANDING WATER IN INVERT OF MANHOLE IS NOT ACCEPTABLE £ SANITARY SEWER 1�6�11�9. ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH ASTMNOT TO SCALENOT EXTEND THRU THE WALL ..'%�-SHALL NOT REQUIRE GROUT C1244'STANDARD TEST METHOD FOR CONCRETE SEWER STAINLESS STEEL1110 JOINT SEALER MANHOLES BV THE NEGATIVE AIR PRESSURE(VACUUM)TEST �� I STRAPS 3.0'ON CENTER zBEGIN SHELF TRANSITIONZ ° PRIOR TO BACKFILL � ' JANCHORED TO MANHOLEf AT 3/4 HEIGHT OF OUTLETc48"MIN. WITH STAINLESS STEEL PIPE 1:12 MIN. ALf6N "AI c ° 6"O ENCASEMENT 4"X4"TREATED TIMBER `BOLTS AND WEDGE 6"MIN.CONCRETE - FLEXIBLE BOOT ALIGN STEPS CONCRETE SHELF PLACED INOVERMANUFACTURER INSTALLEDANCHORS 2 STRAPS ENCASEMENT(TYP.) CONNECTORS OVER INVERT FIELD.SOLID CONCRETEPOLY PROPYLENE COATED SEAL LIFT ( VENT PIPING DETAIL OUT JUMBO BRICK MAY BE USED 9 li ^�� - ` vSEENOTE5STEP OVER INVERT OUT(SEE °"HOLESMIN.PER VENT) �ez xQ + FORFLEX.BOOTSTEP DETAIL. NOT TO SCALEMTYPICAL MORTARTO BUILDUP INVERT TO o CONNECTOR ) SEAL AROUNDREDUCE MORTAR QUANTITIES. cvaorecT VE PAPER WRAPPER PREPRMED JOINT SURFACENOTE$: MO'BEND � If�-j SLIDE OR INVERT PIPE iII CHANNEL BUILD TROUGH TO alIN CONC.BRICK AND MORTAR ?� a� 10JOINING) 1. VENT PIPE OPENING IN PRECAST CONCRETE MANHOLE .11101114671 SPRINGLINE OF PIPE IIA INVERT PLACED IN FIELD TO I° 12"MIN.COMPACTED WALL SHALL BE CAST OR CORED WITH A CONCRETEZ7 [I e I *E JOINT NO.57 STONE MASS CONCRETE f �S 3/4 HEIGHT OF OUTLET PIPE. CORING MACHINE. ENCASEMENT ON EXISTING MANHOLES I • ��' APPROVED EQUAL) QUm N / COMPOUND(OR �.SEALING BOTTOM OF BOOT SHALL n �� BEFORE EINS APPLY 2 CONSTRUC IOENTTOE INSPECTOR WITH WA EERTGHT RII2"HE ' � BE SET I"ABOVE SHELF SEE SHELF DETAIL. JOINT SEALER uALlPuc 1 SEE CHART _ %TENDED BASE SEAL AROUND oN %/ S.S. PIPE G. MORTAR f 2"MN.COMPACTED / OETAII-APR Ic0TION OF SEA!ANT STANDARD PRECAST CONCRETE ABOVE THE 100 YEAR FLOOD PLAIN ELEVATION. JJDTFS \ *� SLIDE NO 5]STONE r SEE SHELF 3. PASSIVE CARBON VENT FILTERS SHALL ONLY BE 1. MASS CONCRETE ENCASEMENT SHALL BE NO LESS THAN 2500 PSI EINEM IN III=III_III=III DETAIL MANHOLE WITH VENT PIPING / \ -�� SHELF ^.,,//' j!_ 6QN / INSTALLED ON LIFT STATIONS AND MANHOLES WITH CONCRETE. 6 � O z 8 FLEXIBLE EPDM M1 V NOT TO SCALE VENT PIPING.(SEE VENTED MANHOLE SCHEDULE) 2. DROP PIPE AND FIRINGS SHALL BE OF EQUAL SIZE.ID '`\ RUBBER ERIoa MATERIALS AS THE INFLUENT SEWER. /� ` '_. y z \UNDISTURBED M 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL • 1� O 1../ Z m'^ BOOT VENTED MANHOLE SCHEDULE SEAL ANNULUS AROUND SUBGRADE h INFLUENT CONNECTIONS WHICH HAVE A DIFFERENCE OF 2'-6"OR /� . ., SN -^ _ ' W A m�00 PIPE AT ENTRANCE WITH SANITARY MANHOLE g MIN.ELEVATION MORE BETWEEN INVERTS I-� y o O d O NON-SHRINK GROUT. SEWER(OUT) RMML NE SHELO i MH 18 160 4 RAM.NEN.SOLIEE2E OUT. . DROP MANHOLE SPECIFICATIONS SHALL BE IDENTICAL TO THE ,z-ffe_ _ - FLOW CHANNEL SHAPE I FLOW CHANNEL SHAPE d Fr ��o¢ D STANDARD PRECAST WRAP(OR A Pao DED P IPERMITTING NSUAL NSPECTION MH_20 6.0' STANDARD MANHOLE SPECIFICATIONS. TO 3/4 HEIGHT OF OUTLET O34 HEIGHT OF 0 aqF f12"MIN.COMPACTED zs t8.0 PIPE' OUTLET PIPE. NO.S]STONE TYPICAL OUTSIDE DROP MANHOLE DETAIL INVERT SHALL ENTER U CONCRETE MANHOLE A FILLETED INVERT FOR A SMOOTH NOT To SCALE MORTAR SLIDE DETAIL MANHOLE1"MIN.ABQVE SHELF DETAIL U a5`NE NOT TO SCALE (ALL MH SHALL HAVE EX.BASES) TRANSITION OF FLOW BETWEEN INLET CLOSED JOINT DROP MH SCHEDULE SHELF(TYP) IF-�/ E•O m &OUTLET PIPE SHALL BE PROVIDED. NOT TO SCALE NOT TO SCALE F �+ B A o JOINT SEAL DETAIL MANHOLE p PIPES To DROP MORTAR AND PIPE SLIDE NOTES: t 2 ¢m NOT TO SCALE MH-26 P-20 5 1.MORTAR SLIDE SHALL BE USED FOR LESS THAN 1 FOOT � °�F cE� SEPARATION BETWEEN INVERT OUT 8 INVERT OF INCOMING PIPE. w 0 r2 O 0231/2" 2.PIPE SLIDE REQ'D WHERE VERTICAL SEPARATION BETWEEN PIPE FI 12 MIN - - 1" 90- BEND 45- BEND 22 1/2' BEND INVERTS IS GREATERTHAN I'AND LE$STHAN OREQUAL T02.5'. [/] / r (1 5"TOP) (11.\7- 3.OUTSIDE DROP STRUCTURE REQUIRED WHERE VERTICAL .P5 • X 12111010 • NOTES' • SEPARATION DROP MANHOLE DETAI�INVERTS EXCEEDS 2.50'.SEE OUTSIDE g m0 Q m Er. 2"MIN. A SMI � 1. SEE STANDARD MANHOLE AND PIPE SLIDE, Fr a' 4.VERIFY SLIDE INSTALLATION WITH PROJECT COORDINATORiMORTAR SLIDE AND SHELF DETAILS FOR . PRIOR TO CONSTRUCTION.BED OF CLEAN FRESH ADDITIONAL INFORMATION.• 8"MIN.THICKNESS 3000 PSI CLASS"A" 5.MANHOLE AND CONNECTIONS SHALL BE IN ACCORDANCE WITH • MORTAR TVP /�2, R >x x`' r� ( ) 1 CONCRETE COLLAR 3-6%AIR �� n off To O 2. THE"E"DISTANCES INDICATED ARE FOR //,C STANDARD MANHOLE DETAIL. CONNECTION TO AN EXISTING OUTFACE AND 6.BRICK USED FOR INVERT AND SHELF CONSTRUCTION SHALL BE ENTRAINMENT ALL AROUND FRAME. sEnrvo NwDH SOTH PEEr •,y / CONCRETE COLLAR TRAFFIC AREAS ¢ e '.:- ARE THE MINIMUM DISTANCE ALLOWABLE. NCDOT STANDARD CONCRETE JUMBO BRICK.MEETING ASTM C55 ``�p��`O A O GRADE S-II EXCEPT ABSORPTION LESS THAN 10 LBS/CU.FT. lf) 7.MANHOLES GREATER THAN 12'IN DEPTH SHALL HAVE MIN.6^ %Y AREA AGAINST AREA AGAINST EXTENDED BASE. 0 025" 3" ``. AREA AGAINST • • 1:12 8.THE MINIMUM SLOPE ACROSS THE INVERT OF THE MANHOLE F 4 EA3/4"DIAX 3"STAINLESS STEEL COVER BACK COVER SECTION (•1 • �� PIPE UNDISTURBED SOIL PIPE UNDISTURBED SOIL PIPE UNDISTURBED SOIL � y SHALL BE 2%UNLESS OTHERWISE APPROVED BY ENGINEER 0233/4' BOLTS WITH WEDGE ANCHORS. Sri 2" 1-0" x 1-0" 2" 1'-O X 1'-0 2" 1'40" x 1'40" 9.SEE STANDARD MANHOLE DETAIL FOR ADDITIONAL 0 I. 1 3:1 PORTLAND CEMENT GROUT. \� x-. 4��1�� 4" 1-0" x 1'-0" 4" 1'-O X 1'-0" 4" 1'40" x 1'40" /IL 11 REQUIREMENTS. OVERLAP MH 2"BELOW FRAME • 6" 1-3" x 1'43" 6" 1-3" X 1-3 6" 1'40" x 1'40" 10.DROP AND/OR SLIDE REQUIREMENTS SHALL APPLY TO ALL \.J (2)NON-PENETRATING • ` WITH MORTAR.MORTAR SHALL ` `_ 8" 2-O' x 2-O" 8" 1'-6" X 1'-6" 8" 1'42" x 1'42" LATERALS ENTERING MANHOLES AS OUTLINED IN NOTES 1,283. PICKHOLES 1111:,.1 �/ d OBEGIN 1"BELOW TOP OF COVER 1O" 1' 6" x 1'-6" NO MORE THAN 4,FOUR INCH LATERALS OR 3,SIX INCH LATERALS". " „/ 12 1 8 x 1 8 SHALL ENTERA4 DIAMETER TERMIN NO MORE Y� "'•ffi fl(Pl�//, B 1 - - THAN 2 LATERALS(REGARDLESS OF SIZE)SHALL ENTER ALL/Iti37/. � ISOMETRIC VIEW OF STEP Jr /t z OTHER 4'DIAMETER MANHOLES.ALL LATERALS SHALL HAVE AN BED OF CLEAN FRESH / +�`y I I" `I I NOTE: aTES: 4 INDIVIDUAL TROUGH.5'DIAMETER MANHOLES SHALL BE USED IF MORTAR(TYP) PROTECTIVE SKIRT �$ PUNVEW 1JOCOPOLYMER POLYPROPYLENE PLASTIC STEP SHALL PIPING LESS THAN 2" N DIAMETER SHALL HAVE THE ABOVE CONDITIONS ARE NOT MET.THE INVERT OF THE . 'CONTRACTOR SHALL MORTAR CONTINUOUS DOVETAIL A ,8BE PLACED IS"O.C.IN ALL STRUCTURES 5'DEPTH OR THE SAME REQUIREMENTS AS 2 DIAMETER PIPE TO FIND"E.ENTER CHART AT LEFT WITH EFFLUENT PIPE SIZE LATERAL SHALL B A MINIMUM OF 1"ABOVE THE SHELF. BETWEEN FRAME&MANHOLE. MACHINE BEARING SEAT „i / GREATER. PLAGE 20 GA. GALV. AND ENTER PIPE AT TOP WITH INFLUENT PIPE SIZE. E"DISTANCE0 33-1/4" SURFACE SHALL BE SMOOTH AND 1 2.STEPS SHALL BE INSTALLED BV MANUFACTURER IS POINT OF CONVERGENCE OF COLUMN AND ROW.GASKET&PICKHOLE DETAIL ,,r SPIFFY BETWEEN PLUGr/� OFREE OF ROUGH AND/OR JAGGED aoNT VIEWAND SHALL BE ALIGNED OVER STRUCTURE INVERT TEE D2 `'/J O' AND BLOCKING 4" 6" 8" 12. 15. 18' 24" zCOLLAR NON-TRAFFIC AREASEDGE& pB.f�/O%� v3 DIMENSIONS SHOWN ARE TO CONVEY THE DESIRED 0 .-? WO 8 9.00 9.50 10.00 - - 11�� OCOVER COVERTOP SIZE OF THE STEP STEPS OF SIMILAR SIZE AND12 11.00 11.50 12.00 13.00STANDARD MANHOLE RING AND COVER TYPE KL,TGS 111111111 ' CONSTRUCTION MAY BE ACCEPTABLE PROVIDED _ MANHOLE WALL'0 15 14.25 14.75 15.25 16.25 17.00 NOTES: NOT TO SCALE (TO BE USED ON ALL MANHOLES) 'lulllulll,' • MATERIAL SUBMITTAL IS APPROVED BV ENGINEER. Oi II18 16.50 17.00 17.50 18.50 19.25 20.00 - A4.MATERIALS OF CONSTRUCTION AND METHOD OF1. MANHOLE FRAME AND COVER SHALL BE MADE OF GRAY CAST IRON CONFORMING TO ASTM-A48 I/ V M s 4 WAL[ 024 21.00 21.50 22.00 23.00 23.75 24.50" 26.00 KOR-N-SEAL FLEXIBLE /� y3 ' R R* INSTALLATION SHALL BE IN ACCORDANCE WITH O CONNECTOR(OR CLASS 35B,MANUFACTURED BY SAME MANUFACTURER.ALL CASTINGS SHALL CONFORM TO THErum /ps DE V EW OSHA STANDARDS AND ASTM C-478. ' WHERE 5'MH IS REQUIRED ADD 1/2"TO"E"DISTANCE TO ACCOUNT APPROVED EQUAL) SHAPE AND DIMENSIONS SHOWN.THEY SHALL BE CLEAN AND PERFECT,WITHOUT BLOW OR vvv " EPDXY MORTAR AREA 0�� FOR THE ADDITIONAL 6"OF SHELF SLOPE. INSIDE OF BOOT, SAND HOLES OR DEFECTS OF ANV KIND,TENDING TO IMPAIR THEIR STRENGTH.NO PLUGGING q 1 DIA. FLUSH WOR STOPPING OF DEFECTIVE HOLES WILL BE PERMITTED. �� ()- MANHOLE STEP DETAILPLUGGED END OF PIPE /INSIDE2. CASTINGS SHALL BE UNPAINTED AND SHALL HAVE THE LETTERS"SANITARY SEWER"CAST INTO •ANCHOR HOLESNOT TO SCALE OR FITTING MANHOLE CONNECTION GUIDE OF MANHOLECOVER.LETTERS SHALL BE RAISED AND CLEARLY VISIBLE. NOT TO SCALE MANHOLE INVERT3. MANHOLE RINGAND COVER SHALL WITHSTAND H-20 VEHICULAR TRAFFIC LOADING CONDITIONS. , AREA AGAINST AREA AGAINST �i O 4. MINIMUM AVERAGE WEIGHT:PLUS OR MINUS S%RING 190 LBS.,COVER 12s LBS,UNIT 315 LBS. 1 ' PIPE UNDISTURBED SOIL PIPE UNDISTURBED SOIL 6. A T-GAS SHALETSH LLBAVE()PROM ED ETWEING OVER LES. 0� I FRAME TYPE 669 010 2" 1'-0" x 1'-0" 2" 1'-0" x 1'-0"6. A T-GASKET SHALL BE PROVIDED BETWEEN COVER AND RING SEAT. 4 7. RING AND COVER SHALL BE US FOUNDRY&MFG.CORP RING MODEL 669&COVER MODELKL,TGS ♦ 6 1'-6" x 1'-6" 6" 1'-6" x 1'-6"(ALTERNATES SHALL BE APPROVED BEFORE INSTALLATION) 6" 1'-9" X 1'-9" 8" 1'-6" x 1'-6" O 8" 1'-9" x 1'-9" 8" 1'-2" x 1'-9" GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIALM 10" 2'-2" x 2'-2" 10" 2'-2" x 2'-2" WIDTH WIDTH 7-sns" 12" 2,-6" x 2,-6" 12" 2•-8" x 2,-8•• _ wO CO"DEPTH . ME CONCRETE THRUST BLOCKING DETAILS BQCKFILL DA Q A VALVE BOX NOTES: BACKFILL2 RINGS OF#3 REINFORCING ry ' -Y1.VALVEBOXSHAL BE 3 PART SLIP-TYPE MANUFACTURED BY ALABAMA PIPE CO., NOTE: NOT TO SCALE DEFORMED BAR AS SHOWN ICI CHAPMANVALVECO.,COLOMBIANIRONWORKS,R.D.WOODCO.ORAPPROVED CONCRETE THRUST BLOCKING SHALL ONLY BE USED SELECT BACKFILL FLEXIBLE MANHOLE CONNECTION DETAILCWER I EQUAL. WHERE MECHANICAL RESTRAINTS ARE NOT FEASIBLE MATERIAL(NO NOT ro SCALE q q ' VVQOa 2.VALVE BOX SHALL BE 3-PIECE CLOSE GRAINED CAST IRON SLIP-TYPE VALVE BOX 611 PRIOR APPROVAL MUST BE OBTAINED FROM ENGINEER PRIOR MATERIAL LARGER5 /4" WITH A MINIMUM THICKNESS OF 3/i6". THAN 2"TO USING THRUST BLOCKING ) C �6^BEDDING= 3.VALVE BOX SHALL HAVE RAISED LETTERS"SEWER"CAST INTO COVER.7" 4.VALVE BOX ACCOMMODATES 4"THRU 12"VALVES. Min #67 STONE5.VALVE BOX SHALL HAVE 3/8"HOLE DRILLED IN TOP SECTION THRU WHICH A 1/4"X TRENCH EXCAVATION LIMITS ZSECTION"A-A" PLAN 1-1/2"GALVANIZED BOLT SHALL BE USED TO SECURE A 12GA.THHN TRACER WIRE OWIDTH OF TRENCHMAIN OR LATERAL 5-1/4"DROP LID FOR NON-FERROUS PIPE.A 1/2" SHALL BE USED BETWEEN NUT AND DAME ER LI MIN SLOPE* STABLE SOIL ROCKINSIDE OF BOX.TIGHTEN HAND TIGHT. a- NO LMT zM a' C/) \\ . // ' 00%MIN. 9" rSJ/q- 8.SCREW TYPE VALVE BOXES ARE NOT ACCEPTABLE. *SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE t2" 3'-9 O.D.+2' 5 o7-5/8" II 7.DIMENSIONS SHOWN ARE FOR INFORMATION ONLY AND VARY BASED UPON THE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR8"(J 0.67%MIN./MAIN W COMPACTED BACKFILL 5-1/4" MANUFACTURER " -a" o.D.+z (�2@0 40%MINTERAL SHADED PORTION OF 73/8" PROVIDE A 4"BEDDING OF/j67 STONE. ' " ' 8"(@0.42%MIN. RING IS EXPOSED 6-3/8" SELECTBLL2a" a;-tt' OD+2' 12"5 0.22%MIN. GROUND REMAINDER IS BURIED FINISHED BACKFILL GRADELi �"'.4 MATERIAL(NO MATERIAL as15"@0.15%MIN. LARGER THAN 2's-vr ) FOUNDATION IN POOR SOILUNDER CUT CONDITIONw_TRENCH VADTH AT TOP of cPE 18" 0.12%MIN.MIN. - 70t, pi •�. WIDTH WIDTH S=PAKMNTREPLACEMENT WDTH : r�i 44 4 imir) 0 ' 7 % S/ 24'DEPTH (s=w+3 o)�� O 0 SUITABLE EXCAVATED A�ACOMPACTED GRAVITY SANITARY SEWER IIn Z V ' BACKFILL PIPE SCHEDULE ' GRANULARMATERIAL OR GRANULAR AJ •� `v� MATERIAL BACKFILL , r SELECT BACKFILLsz[ BDDIwEFORC� OMATERIAL _ t� 1PIPE oEe s o DovERA• BACKFILLTYPE°A" MATERIAL(NO MAIERw NOHES VC,�PVC i6 D 24 HN/A' ` 5 �SANITARY SEWER LATERAL MATERIAL LARGER 6•, Iz6 Q !� lG�,`G'`TOP OF BEDDING THAN 2") 6D�q ALL DEPTHS ��'`VALVE BOX CROWNS` / - 12•' &SCH 80 PVC FORCEMAIN - ®� ® \\\MIN MIN. q67 STONEoP A24"DIAMETER MIN. j h a • NOTES 6 zw SPRING 4 / Mia 67STONE () LOGOI�J UNSTABLE II 1 ALL SEWER SERVICE PIPE SHALL UTILITY - HAVE TYPE'A BEDDING REINFORCED NOTES O �wLINE BARREL GRADE SOIL ��'' (2)CHANGES IN PIPE BEDDING CONCRETE 1.CONCRETE PROTECTOR RING SHALL BE �� CLASSIFICATIONSHALL ONLY BE ATE' GALE STABLE SOIL OR ROCKMADE ATMANHOLES. 006/TI/21 AS NOTED PROTECTOR 2500 P.S.I.PRECAST REINFORCED WE eyp INVERT Z I W GDMPACTED:BACKFILl STABLE SOIL OR ROCK (3)DUCTILE IRON,FORCE MAIN SHALL fr RING CONCRETE - z •li / HAVE TYPE A'BEDDING. m s o� i NOTE DESGNED: CNEGkED. 2.VALVE BOX SHALL BE AT GRADE Q¢" ` BPG DMK W/PROTECTOR RING EXTENDING 1111: O j/ - SELECT BACKFILL 1.NO ROCKS SHALL BE ALLOWED WITHIN 24"OF THE WATER LINES. 1. EMBEDMENT MATERIALS,CLASSES I, ,DR III AS DESCRIBED IN ASTM D 2321, Dawwrv. mP ED. 1/2"ABOVE GRADE ' F / i / / MATERIAL(NO MATERIAL SHALL BE USED FOR BEDDING FOR BEDDING,HAUNCHING AND INITIAL oN i.p GRANULAR MATERIAL 12•i /!' 2.NO ROCKS LARGER THAN 6"IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. BACKFILL AND CAREFULLY COMPACTED FOR ALL FLExIBIF PIPE KFW/DMK BPG BACKFILL _I LARGER THAN 2') 3.SEE GATE VALVE AND BOX DETAIL 6-1/8" 7j 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6"LIFTS. 2. BEDDING CLASSES A,B,C Cl CRUSHED STONE AS DESCRIBED IN ASTM C 12 SHEET: �'�i. /vl��/NI ' %�,A 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. SHALL BE USED AND LL CCM LY COMPACTED FOR ALL RIGID PPP. 4.VALVE BOX PROTECTOR RINGS L = O *ONLY AFTER 1. ABC STONE OR SELECT 5.BELL HOLES SHALL BE DUG OUT IN ALL CASES. 3. ALL ExcAVAlI0N5 SHALL COMPLY WITH THE TERMS AND CONDmoNs OF THEI 6-1/2" ;/I.. ;rem ONE AGGREGATE TO A CONSTRUCTION STANDARDS FOR EXCAVAPONS IN OSHA"SAFETY AND HEALTH 1 g OE 1(l SHALL BE INSTALLED AROUND VALVE 1.� AUTHORIZATION BY OWNER %/1�� VERTICAL HEIGHT OF 1/6 REGULATIONS FOR CONSTRUCTION",CHAPTER xV11 OF TITLE 29,CFR,PART 7 BOX IN UNPAVED NON-TRAFFIC AREAS. 10-1/4" 4 m /r�l /iH9 PIPE o.D.ON SIDES OF iI ♦T SEWER T 1926.THE CONTRACTOR SHALL HAVE A COMPETENT PERSON ON THE JOB AND SHALL NOT CREATE A HINDERANCE 9-1/2" g FORCE MAIN&GRAVITY SEWER PIPE AND I/8 O.O.BELOW TYPICAL SEY1]EyR PIPEy AT ALL TIMES AND SHALL EMPLOY A PROFESSIONAL ENGINEER TO ACT UPON CAD FILE: CUT AWAY VIEW TO MOWING OPERATIONS. BOTTOM TYPE"C" PIPE(MIN.4") ALL PERTINENT MATTERS OF THE WORK 473500D1 TOP SECTION SERVICE TRENCH DETAIL VALVE BOX PROTECTOR RING DETAIL D.I.P.FORCEMAIN INSTALLATION&BEDDING PROJECT NO: VALVE BOX DETAIL NOT TO SCALE NOT TO SCALE SCALE NONE 4530 SCALE:NONE ORDER OF PRECENDENCE GENERAL CONSTRUCTION SEQUENCE NOTES 19. PIPE SHALL BE LAID TRUE TO LINE AND GRADE WITH BELLS UPSTREAM AND SHALL TRENCH DEWATERING DURING SEWER LINE INSTALLATION A NOTES/TECHNICAL SPECIFICATIONS 1. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN EASEMENTS OR BE JOINTED TOGETHER SUCH THAT THE COMPLETED PIPE WILL HAVE A SMOOTH 1. ALL GROUND WATER WHICH MAY BE FOUND IN THE TRENCHES AND ANY WATER 1. THE NOTES CONTAINED HEREIN ARE INTENDED TO SUPPLEMENT THE RIGHTS-OF-WAYS THE CONTRACTOR IS REQUIRED TO NOTIFY CONCERNED INVERT.PIPE SHALL BE PUSHED HOME BY HAND.THE USE OF EQUIPMENT(I.E. WHICH MAY GET INTO THEM FROM ANY CAUSE WHATSOEVER SHALL BE PUMPED EXISTING FORCE MAIN TECHNICAL SPECIFICATIONS AND PROVIDE EASY REFERENCE FOR THE BACKHOE)SHALL NOT BE PERMITTED.CUTTING OF PIPE SHALL BE PERFORMED OR BAILED OUT SO THAT THE TRENCH SHALL BE DRY DURING THE PIPE LAYING - _ _ UTILITY COMPANIES IN ACCORDANCE WITH GS 87-102.CONTRACTOR SHALL 4'SCH SO VENT CONTRACTOR.IN NO CASE SHALL THESE NOTES VOID ANY PART,SECTION BY SAWING.STANDARD BEDDING SHALL BE SHAPED TO THE CURVATURE OF BOTH PERIOD.NO WATER SHALL BE PERMITTED TO REACH CONCRETE UNTIL IT HAS SET VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. EXTEND TO R W OR REQUIREMENT OUTLINED IN THE TECHNICAL SPECIFICATIONS THE BELL AND BARREL OF THE PIPE.THE TRENCH SHALL BE KEPT FREE OF SUFFICIENTLY.ALL WATER PUMPED FROM THE TRENCHES SHALL BE DISPOSED OF 1111111111M11 ( / LINE) - u m NO SEPARATE PAYMENT.EXISTING UTILITIES SHOWN ARE TAKEN FROM MAPS o Ye CONTAINED IN THE CONTRACT DOCUMENTS.IF CONFLICTS OCCUR FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY WATER WHILE THE WORK IS IN PROGRESS.THE ENDS OF THE PIPE SHALL BE IN A MANNER SATISFACTORY TO THE OWNER.CONTRACTOR SHALL PROVIDE AT BETWEEN THE TECHNICAL SPECIFICATIONS AND THE NOTES CONTAINED CLEANED SO THAT PROPER JOINTS CAN BE MADE.AS THE WORK PROGRESSES, LEAST TWO(2)PUMPS FOR EACH TRENCH OPENED IN WET GROUND AND AT THE PRECAST o HEREIN,THE TECHNICAL SPECIFICATIONS SHALL SUPERSEDE. LOCATED(I.E.TELEPHONE,GAS,CABLE,ETC.). MIif d m THE INTERIOR OF THE PIPE SHALL BE CLEARED OF DIRT,CEMENT,OR OTHER SAME TIME,HE SHALL HAVE ONE(1)PUMP IN RESERVE. CONCRETE d o-#s n N DELETERIOUS MATERIAL. VAULT 2 //�W o" MANHOLE COVER -° °°�"' 2. THE CONTRACTOR SHALL DIG UP EACH UTILITY WHICH MAY CONFLICT WITH TYP 2. CONTRACTOR IS CHARGED WITH PERFORMING SITE INVESTIGATIONS TO 2. IF,DURING ANY TIME THAT CONTRACTOR IS PERMITTED TO LAY PIPE IN A TRENCH '� ( ) h E`r'o ry x ASCERTAIN EXISTING SITE CONDITIONS.PHOTOGRAPHIC DOCUMENTATION CONSTRUCTION 14 DAYS IN ADVANCE TO VERIFY LOCATIONS(HORIZONTALLY AND N \�4��/ m IC n(.x..�' VERTICALLY)TO ALLOW THE ENGINEER AN OPPORTUNITY TO ADJUST THE DESIGN 20. EXCEPT AS REQUIRED FOR USE OF A LASER LEVEL,EXPOSED END OF ALL PIPE CONTAINING UNAVOIDABLE TRENCH WATER AND CONSTRUCTION IS INTERRUPTED �� PROPOSED OF PRE-EXISTING CONSTRUCTION CONDITIONS WILL BE CONDUCTED BY AND FITTINGS SHALL BE FULLY CLOSED TO PREVENT EARTH,WATER OR OTHER FOR ANY REASON,THE OPEN ENDS OF PIPE SHALL BE CLOSED BY WATERTIGHTII TO AVOID CONFLICTS(NO SEPARATE PAYMENT). PROPOSED fir GATE VALVE AND ¢THE ENGINEER FOR DETERMINATION OF COMPLIANCE WITH CONDITIONS SUBSTANCES FROM ENTERING PIPE.TRENCH SHALL BE COMPLETELY BACKFILLED PLUGS OR CAPS,OR OTHER MEANS APPROVED BV THE OWNER.IN ANV CASE, GATE VALVE AND CHECKVALVENOTED HEREON. AT END OF EACH WORKDAY.WHEN NEW PIPE IS TIED INTO AN EXISTING MANHOLE, SUCH PROTECTION SHALL BE PROVIDED WHEN WORK IS SUSPENDED OVERNIGHT 10111• GENERAL NOTES 3. ALL SANITARY SEWER&WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHECK VALVE "m NEW PIPE SHALL BE PLUGGED WITH A STANDARD SEWER PLUG AND SHALL OR ON WEEKENDS AND HOLIDAYS,REGARDLESS OF THE CONDITION OF THE STANDARDS AND SPECIFICATIONS OF THE SHALL CDEQ-PWS.STORM TRENCH WITH RESPECT TO WATER AT THE TIME THAT THE WORK IS SUSPENDED _ �� PROPOSED FORCE MAIN IIIIIIIIIIIIIIII. • �.= 1. ACCESS TO SITES SHALL BE BY PUBLIC RIGHT-OF-WAYS AND UTILITY DRAINAGE,STREET CONSTRUCTION AND PAVING SHALL BE IN ACCORDANCE REMAIN PLUGGED UNTIL ALL NEW LINE(S)THAT WILL FLOW TO EXISTING PROPOSED TEE 1 EASEMENTS.OTHER ACCESS LOCATIONS REQUIRED SHALL BE SECURED MANHOLE HAVE BEEN COMPLETED,TESTED,AND ACCEPTED. I ` I� WITH THE N.C.D.O.T. I 1 I'3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL lad 4 BY THE ENTL CTOR AT NO ADDITIONALEXPENSE L THE OWNER. QT SUPPLEMENTAL EROSION CONTROL MEASURES SHALL BE REQUIRED TO 4. UTILITY SERVICES TO INDIVIDUAL PROPERTIES ARE NOT SHOWN IN THE 21. BACKFILL SHALL BEGIN AT THE TOP OF THE STANDARD GRANULAR BEDDING AND STRUCTURES,INCLUDING PIPES AND MANHOLES,AGAINST ANY TENDENCY TO •�1i1��/j.�� _� - - SHALL BE PLACED IN SIX INCH(6')LAYERS FOR THE INITIAL ONE FOOT OVER THE FLOAT UNDER CONDITIONS OF HIGH WATER,WHETHER DUE TO HIGH GROUND 0II7�l1 1IIJI� .. INCLUDE CONSTRUCTION ENTRANCES,SILT FENCING,RESTORATION,ETC. PROFILES FOR SIMPLICITY OF THE DRAWINGS.SERVICES MAY INCLUDE WATER WATER OR FLOOD CONDITIONS ON THE PROJECT SITE.IT SHALL BE THE I n E ADDITIONAL MEASURES SHALL BE INCLUDED AS PART OF A SUPPLEMENTAL LATERALS,TELEPHONE,ELECTRIC,CABLE,GAS,ETC. PIPE AND SHALL BE THOROUGHLY TAMPED TO NINETY-FIVE PERCENT(95%)OF B ��_ B D EROSION CONTROL PLAN PREPARED BY THE CONTRACTOR. THE MAXIMUM THEORETICAL COMPACTION DENSITY AS DETERMINED BYA RESPONSIBILITY OF THE CONTRACTOR TO TAKE WHATEVER STEPS MAY BE " ' • _ 5. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER AND BE RESPONSIBLE STANDARD PROCTOR ON THE MATERIAL.REMAINDER OF THE BACKFILL SHALL BE REQUIRED,INCLUDING THE INSTALLATION AND OPERATION OF PUMPS AND - 2. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE THE CONSTRUCTION FOR TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY POLES AND IN TWO FOOT(2')LAYERS PROPERLY TAMPED. PUMPING SYSTEMS,WELL POINTS OR RELIEF DEVICES,TO PREVENT ANV _ • _ STRUCTURE FROM FLOATING DURING CONSTRUCTION. iiiiiiMMEMOCEi -)la • .5 STAGING AREA AT HIS EXPENSE. SIGNS AND/OR UTILITIES IN ACCORDANCE WITH UTILITY OWNER REQUIREMENTS ��I o DURING THE UTILITY MAIN INSTALLATION AND STREET CONSTRUCTION.(NO 22. COMPLETION:BEFORE CONNECTING TO AN ACTIVE SYSTEM,THE LEAKAGE 4"SCH 80 VENT SHALL 91 4. COST OF THE NECESSARY PUMPS,WELL POINTS OR OTHER APPURTENANCES 3. THE CONTRACTOR IS EXPECTED AND REQUIRED TO COOPERATE WITH THE SEPARATE PAYMENT). TESTS SHALL PROMPTLY FOLLOW INSTALLATION OF WASTEWATER PIPE EXISTING FORCE MAIN EXTEND A MIN.24" REQUIRED TO PREVENT FLOTATION SHALL BE INCLUDED IN THE UNIT PRICES BID IN PLAN ABOVE THE 100 YEAR PROPERTY OWNERS AFFECTED BY THE WORK.MAIL ADJOINING PROPERTY INCLUDING SERVICES AND KEPT WITHIN A MAXIMUM OF 1000 FEET BEHIND THE THE PROPOSAL FOR THE VARIOUS BID ITEMS,AND NO EXTRA COMPENSATION MANHOLE RING& FLOOD ELEVATION OWNER LETTERS TO EFFECTED PROPERTY OWNERS NOTIFYING THEM THAT 6. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS FOR UTILITY CROSSINGS WASTEWATER PIPE LAYING OPERATION. SHALL BE ALLOWED FOR SUCH WORK.ANY DAMAGE WHICH MAY OCCUR TO ANY COVER.MP.) A WORK WILL BE OCCURRING WITHIN THE AREAS ADJOINING THEIR AND REPAIR DAMAGES DUE TO CONSTRUCTION TO THE SATISFACTION OF THE PART OF THE WORK AS THE RESULT OF THE FLOTATION EFFECT OF GROUND OR MATCH FINISHED GRADE _ p . PROPERTIES.THIS LETTER SHALL GIVE PROPERTY OWNERS A MINIMUM OF 14 UTILITY INVOLVED AT NO ADDITIONAL EXPENSE TO THE OWNER.UNDERGROUND 23. CONTRACTOR SHALL FURNISH WEIRS,STAND PIPES,PIPE PLUGS,WATER, FLOOD WATERS SHALL BE REPAIRED IN A MANNER FULLY SATISFACTORY TO THE a R'N DAYS WRITTEN NOTICE PRIOR TO COMMENCEMENT OF CONSTRUCTION FOR PRESSURE GAUGES,STOP WATCHES,AIR COMPRESSOR,VACUUM PUMP,HOSE ,� { �0' x- T/J ELECTRICAL CROSSINGS SHALL BE CROSSED IN ACCORDANCE WITH THE NEC OWNER,AT NO ADDITIONAL COST TO THE OWNER. W._/ &. yy N REMOVAL OF ANY PERSONAL ITEMS FROM THE RIGHT-OF-WAY.THE LETTER AND TECHNICAL SPECIFICATION SECTION UNDERGROUND ELECTRICAL AND SUCH MATERIALS AND ASSISTANCE AS REQUIRED TO PERFORM THESE A F-I H ��[,,-; OUTLINES THE EXTENT OF THE WORK TO BE PERFORMED TO INCLUDE CROSSING TESTS.ALL ACCEPTANCE TESTS SHALL BE CONDUCTED BY CONTRACTOR IN THE 5. CONTRACTOR SHALL PROVIDE AND PLACE ALL NECESSARY FLUMES OR OTHER "• e :\- �� O F ,9"o S DRIVEWAY DISRUPTIONS. PRESENCE OF A BPG,INC.APPOINTED INSPECTOR. CHANNELS OF ADEQUATE SIZE TO CARRY TEMPORARILY ALL STREAMS,BROOKS, L_I 4. CONTRACTOR SHALL MAINTAIN A NEAT AND CLEAN JOB-SITE TO INCLUDE 7. WHERE DEEMED NECESSARY BY THE ENGINEER THAT A SUBSURFACE DRAINAGE STORMWATER OR OTHER WATER,WHICH MAY FLOW ALONG OR ACROSS THE A F,280 SYSTEM IS REQUIRED,THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, 24. ACCEPTANCE TESTS SHALL NOT BE MADE UNTIL SANITARY SEWER,MANHOLES LINES OF THE PIPE LINE.ALL FLUMES OR CHANNELS THUS UTILIZED SHALL BE W STAGING/STORAGE AREAS AS FOLLOWS: TOOLS,LABOR,EQUIPMENT,TIE-IN'S TO EXISTING DRAINAGE STRUCTURES AND AND PROPOSED SEWER SERVICE CONNECTIONS,AS SHOWN ON THE APPROVED TIGHT SO AS TO PREVENT LEAKAGE INTO THE TRENCHES.WATER PUMPED FROM I-� y p a G V O -PERFORM DUST CONTROL BY WATERING DAILY OR AS DIRECTED BY ALL OTHER INCIDENTALS NECESSARY TO PROVIDE COMPLETE INSTALLATION. SEWER PLANS,HAVE BEEN INSTALLED,THE SEWER TRENCHES(INCLUDING TRENCHES SHALL BE LED TO NATURAL WATERCOURSES.EXISTING SEWERS SHALL VAULT DIMENSION AS REQ'D TO VAULT DIMENSION AS BEO D TO e EXTEND TO _ a Z p- THE ENGINEER AND/OR CAMDEN COUNTY. MANHOLES AND CLEANOUT STACKS)BACKFILLED AND COMPACTED TO FINISHED NOT BE EMPLOYED AS A DRAIN FOR THE REMOVAL OF DEWATERING WASTES. ACCOMMODATE VALVES USED ACCOMMODATE VALVES USED R/W LINE O O I�Qf IMPROPERLY INSTALLED AND NON-FUNCTIONING DRAINAGE SHALL BE REMOVED �-I -SWEEP STREETS A MINIMUM OF ONCE WEEKLY(FRIDAY)OR AS AND REPLACED AT THE CONTRACTOR'S EXPENSE.EXISTING FRENCH DRAINAGE SUB-GRADE. • (, r 60�' ' DIRECTED BY THE ENGINEER AND/OR CAMDEN COUNTY. n ¢B m DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND OR REPAIRED AT - �i U -BLADE,LEVEL AND RE-COMPACT ALL EXPOSED TRENCHES WEEKLY NO ADDITIONAL EXPENSE TO THE OWNER. 25. CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR MAINTAINING SEWER • w PI.4 p O (OR AS DIRECTED BY THE ENGINEER)TO PRODUCE A SMOOTH"RIDE. FLOWS DURING PROJECT TO INCLUDE ANY REQUIRED BY-PASS PUMPING OF To P Fy TILT y F& -PERFORM DAILY CLEAN-UP OF ALL DIRT,DEBRIS AND SCRAP 8. STORM DRAINAGE REPAIRS BY CONTRACTOR DUE TO CONSTRUCTION DAMAGE WASTEWATER BETWEEN MANHOLES DURING INSTALLATION OF SEWER LINES ^� u3 MATERIALS. AND JOINTS EXPOSED DURING CONSTRUCTION SHALL BE INSPECTED BY THE AND/OR MANHOLES.BY-PASS PUMPING SYSTEM SHALL PROVIDE CONTINUOUS LID p�_F y -REMOVE EXCESS EQUIPMENT,MATERIALS,TOOLS,ETC.NOT NEEDED. OWNER PRIOR TO BACKFILLING. FULL CONVEYANCE AND CONTAINMENT OF WASTEWATER PRESENT DURING THE n r.l z w¢E Ea -ANY DRIVEWAY REMOVALS MUST HAVE A TEMPORARY SURFACE WORK AND SHALL NOT SURCHARGE THE UPSTREAM PUMP STATION BY MORE A e n O `� 8 0 INSTALLED WITHIN THE SAME DAY AS REMOVAL.APPROVED 9. CONTRACTOR SHALL PROVIDE ALL LABOR,EQUIPMENT AND MATERIAL AND THAN TWO(2)FEET ABOVE THE NORMAL EFFLUENT LEVELS. �..) CH SURFACES MAY CONSIST OF EITHER ABC OR MILLINGS. PERFORM ALL WORK REQUIRED FOR INSTALLATION OF SEWER LINES,MANHOLES - 'pz, 26. ONCE ACCEPTANCE AND START OF THE COLLECTION SYSTEM HAS BEEN THE WORK WITHIN RIGHT OF WAY AREAS MUST BE KEPT IN AN ORDERLY AND AND APPURTENANCES AS OUTLINED ON DRAWINGS AND ON SPECIFICATIONS,ALL y O 0 NEAT FASHION.NO MATERIAL(SOILS,GRAVEL OR OTHER PROJECT FILL)CAN OF WHICH BECOME PART OF THE CONTRACT DOCUMENTS. RELIEVED,THE CONTRACTOR SHALL PROCEED WITH THE ABANDONMENT t2ry M2 2 _ EXISTING PROPOSSED m a m PROCEDURES OF THE EXISTING WASTEWATER COLLECTION SYSTEM AS N. F-I BE PLACED DIRECTLY ON ANY STREET SURFACE WITHOUT MATTING BEING FORCE MAIN - _ -� z FORCE MAIN PUT DOWN FIRST.ANY DAMAGE TO ANY ROAD SURFACE FROM 10. ALL CONSTRUCTION OF SANITARY SEWER MAINS AND APPURTENANCES IN THE DESCRIBED HEREON. I'"'''' CONSTRUCTION ACTIVITIES MUST BE REPAIRED AT OWNERS EXPENSE. COLLECTION SYSTEMS SHALL BE IN STRICT ACCORDANCE WITH PLANS AND 9 n ' �t ° ° ~ islWien"ee° 5. EXCESS SUITABLE SOIL EXCAVATED DURING CONSTRUCTION SHALL BE SPECIFICATIONS PREPARED AS PART OF THE CONTRACT DOCUMENTS AND AS 27. ANY DRIVEWAY CULVERTS DAMAGED DURING CONSTRUCTION SHALL BE l 0 -° _..II,� C II ._ APPROVED BY THE BPG,INC.ENGINEER.ALL MATERIALS SHALL BE NEW AND EITHER REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.FILTER ll -■11 $ '- IIr1I1•'II• ` Z STOCKPILED FOR USE ON THE PROJECT OR DISPOSED OF OFF-SITE AS -��- - ' DIRECTED BY THE ENGINEER.THE CONTRACTOR SHALL NOT BE ALLOWED UNUSED.PRIOR TO CONSTRUCTION OF THE APPROVED SANITARY SEWER, FABRIC CLOTH SHALL BE PLACED OVER EITHER CULVERT ENDS DURING I _ I ,.A. � _ IIII 0 TO STOCKPILE MATERIALS OR EXCESS MATERIALS IN THE STREET CONTRACTOR SHALL PROVIDE FIELD STAKEOUT INCLUDING ADEQUATE LINE AND THE COURSE OF CONSTRUCTION.ALL EX.DRAINAGE INFRASTRUCTURE / • _ J Ce RIGHT-OF-WAYS AT ANY TIME.THE CONTRACTOR SHALL PROVIDE A GRADE STAKES IN ORDER THAT SANITARY SEWER AND APPURTENANCES MAY BE WILL BE RETURNED TO PRE-EXISTING CONDITIONS PRIOR TO FINAL }N I° 1e° U SUFFICIENT AND SUITABLE STOCKPILE AREA AND LOCATION AT THE CONSTRUCTED IN ACCORDANCE WITH CONTRACT DRAWINGS. PROJECT APPROVALS. ., e - N ° 2 F CONTRACTOR'S EXPENSE. 12"MINIMUM 12"MINIMUM - 11. A PRECONSTRUCTION CONFERENCE SHALL BE HELD AT THE COMPLETION OF THE 28. THE NOTES CONTAINED HEREIN ARE INTENDED TO SUPPLEMENT THE TECHNICAL #57 STONE #57 STONE O 6. CONTRACTOR SHALL PROVIDE MEASURES DURING CONSTRUCTION TO FIELD STAKEOUT WITH THE ENGINEEER AN HIS/HER REPRESENTATIVE,CAMDEN Z SECURE THE SITE AND EXCAVATION FROM THE GENERAL PUBLIC ANDSPECIFICATIONSHALLTSE AND PROVIDE EASY REFERENCESECTION FOR THE CONTRACTOR.IN NO COUNTY REPRESENTATIVESPSSN H NCDEQ L REQUIRE COLOR,AND ANY REQUISITEITHDURINGCASE SHALL THESE NOTES L SPECIFICATIONSP ANY PART, ONT IN REQUIREMENT THECONT SECTION A-A SECTION B-B COMPLY WITH ALL OSHA REGULATIONS.JOB SITE SAFETY IS THE UTILITY THAT WILL REQUIRE COORDINATION WITH OUTLINED IN THE TECHNICAL CONTAINED IN THE CONTRACT �Cyy EXCLUSIVE AND SOLE RESPONSIBILITY OF THE CONTRACTOR.OPEN THE COURSE OF CONSTRUCTION.A MINIMUM OF 2 DAYS NOTICE SHALL BE GIVEN DOCUMENTS. TYPICAL UTILITY VAULT DETAIL O Icy EXCAVATION LEFT UNATTENDED OR OVER NIGHT IS NOT ACCEPTABLE AND FOR MEETING REPRESENTATIVES. SHALL BE FILLED IMMEDIATELY. GENERAL NOTES SANITARY SEWER UTILITY NOT TO SCALE Il 7. CONTRACTOR SHALL REPAIR OR REPLACE DRIVES DISTURBED BY 12. PREPARE PHOTOGRAPHIC DOCUMENTATION OF PRE-EXISTING CONDITIONS OF 1. CLEANOUT ELEVATIONS AND/OR LOCATIONS MAY BE ADJUSTED IN THE FIELD CONSTRUCTION TO EXISTING OR BETTER CONDITIONS.NO SEPARATE THE PROJECTED CONSTRUCTION ROUTE PRIOR TO COMMENCING WORK. AS DIRECTED BY THE ENGINEER WHEN NECESSARY.CLEANOUT STACK TOPi El P/ PAYMENT UNLESS OTHERWISE INDICATED. ELEVATION IS DETERMINED BY INTERPOLATING FIELD DATA AND MAY NOT BE - THREADED 13. IF ANY DEVIATION IS CONTEMPLATED IN LOCATION OR LINE GRADE OF ANY EXACT.CLEANOUT ELEVATION TOP SHALL BE SET IN ACCORDANCE WITH THE ,If_ yy 8. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING WHERE FENCES ARE I _--ini PVC CAPX re/ Z REMOVED FOR CONSTRUCTION.CONTRACTOR SHALL COORDINATE FENCE SEWER,STRUCTURE OR APPURTENANCE AS SHOWN ON THE CONTRACT TYPICAL DETAIL DESCRIBED HEREON.(NO SEPARATE PAYMENT). ii ni�(� TRAFFIC AREA rwuttc AREA EXTEND S4uRL:zERINGS D 7 DRAWINGS,A REVISION OF THE DRAWINGS SHOWING THE PROPOSED DEVIATION tcW0lcrvRwsTaLR r/\ p r--IREMOVAL OR REINSTALLATION WITH INDIVIDUAL PROPERTY OWNERS PRIOR TAPPING SADDLE OTRAFFIC SO SHALL BE SUBMITTED TO THE BPG,INC.ENGINEER FOR REVIEW AND APPROVAL 2. WHERE SANITARY SEWER MAINS ARE TO BE CONSTRUCTED WITHIN 20'OFWITH STRAP ANDull C.wARvmu+OX ANDLOF RSER PIPE TEsnrvc a (SEE DETAILS)reOA TO REMOVAL.CONTRACTOR SHALL REINSTALL ALL SHEDS,FENCES,ETC. SINGLE WIDE ' Dusi3 TBEFORE ANY CHANGES ARE CONSTRUCTED.MINOR FIELD CHANGES MAY BE EXISTING RESIDENCES SPECIAL CONSIDERATION SHALL BE GIVEN TO MINIMIZE STAINLESS ALIGNMENT FLANGE. TO AS GOOD OR BETTER THAN EXISTING CONDITIONS UNLESS OTHERWISEMADE WITH APPROVAL OF BPG,INC.APPOINTED FIELD INSPECTOR.SHOULD UNDERMINING OR OTHERWISE DISTURBING EXISTING RESIDENCES ADJACENT STEEL STRAPTHREADED (SE:DETUL) MnicxFE (SEE CAP C/OASSEZ INDICATED.(NO SEPARATE PAYMENT). 6" w•Rn SED PVC HUB H CONTRACTOR DISCOVER AND/OR DAMAGE ANY UNDERGROUND UTILITY TO THE SEWER MAIN.THE CONTRACTOR SHALL USE A RUBBER TIRED BACK H• LET li. v" •9. CONTRACTOR SHALL REPLACE ALL DISTURBED MAILBOXES,SIGNS,ETC. FACILITIES,WHICH ARE NOT SHOWN ON DRAWINGS AND/OR MARKED ON THE HOE AND NO MECHANICAL COMPACTION EQUIPMENT IN THESE AREAS.THErE UU DISTURBED DURING CONSTRUCTION WITHIN 24 HOURS OF DISTURBANCE. GROUND,CONTRACTOR SHALL PROMPTLY NOTIFY UTILITY OWNER AND OWNER'S TRENCH SHALL BE SHORED ADEQUATELY TO PREVENTANY SLOTHING OF THE z.PERMANENT ROAD SIGNAGE DISTURBED SHALL BE REPLACED IMMEDIATELY PROJECT REPRESENTATIVE.RELOCATION OF ANY UTILITIES SHALL BE APPROVED SIDE SLOPES.SUITABLE BACK FILL SHALL BE PLACED IN THE TRENCH.AND IF NECESSARY ROADWAY SIGNS SHALL BE TEMPORARILY INSTALLED IN AND COORDINATED WITH THE APPROPRIATE UTILITY OWNER. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR OF STRUCTURES, SERVICE PLUG/ corvcreElE .reauNDFOUNDATIONS,FOOTINGS,ETC.DAMAGED DUE TO CONSTRUCTION. I•, SER PPEw/1HRFADAD CAPL L�° A LOCATION CONSISTENT WITH THE NCMUTCD TO PROVIDE CONTINUOUS C/O CAP ASSEMBLY " ( ) InlTRAFFIC AWARENESS OF ROADWAY CONDITIONS.(NO SEPARATE 14. EXCAVATION SHALL CONFORM TO THE LINES AND GRADES SHOWN ON THE NOT TO SCALE ENCASEMENT.YELP CLEAR D- TAPPING SADDLE j SAND CUSHION `V Z PAYMENT). PLANS.THE WIDTH OF EXCAVATION FOR TRENCHES SHALL BE A MINIMUM OF 24". 3. SANITARY SEWER MANHOLE DEFLECTION ANGLE'S ARE 180 DEGREES UNLESS ''' FROM HORIZONTAL PIPE _ PVC ENCASEMENT PIPE EXCAVATION SHALL NOT BE CARRIED BELOW THE ESTABLISHED GRADES AND NOTED OTHERWISE.ALL INVERT ELEVATIONS ARE SHOWN TO THE MANHOLE (OPTIONAL) 1 USE IN TRAFFIC AREAS �� CLEANOUT STACK co) `/' Q 10. CONTRACTOR SHALL PROVIDE SECURITY FENCING,SECURITY GUARD,AND 1 SEWER BERVICE Z ANY EXCAVATION BELOW THE REQUIRED LEVEL SHALL BE BACKFILLED WITH CENTERLINE. NOTE:TAP SHALL BE 4 1/2" CLEANOUT STACK ANY AND ALL OTHER MEASURES CONTRACTOR DEEMS NECESSARY TO 12II I-ATI/ .1 ' �+ [, PROTECT EQUIPMENT AND MATERIALS STORED ON THE PROJECT.(NO SUITABLE,THOROUGHLY COMPACTED GRANULAR BEDDING MATERIAL. SEWER SERVICE LATERAL NOTES FOR D SHALL BE 641/2"T FOR fi ERAL NLATERAL. ' FO V SEPARATE PAYMENT). CONTRACTOR SHALL INSTALL ALL SHEETING,BRACING,AND SHORING 1. CONTRACTOR SHALL MAKE UP STACK AND SUBMIT TO ENGINEER FOR CLEANOUT COVER ASSEMBLY SEWER SERVICE CLEANOUT SEWER SERVICE CLEANOUT ID NECESSARY TO PERFORM THE WORK,TO PROTECT EXISTING STRUCTURES AND APPROVAL AND SHALL SUBMIT TAPPING SADDLE IF USED TO ENGINEER FOR NOT TO SCALE (FOR TRAFFIC AREAS) NOT TO SCALE (FOR TRAFFIC AREAS) NOT TO SCALE (FOR NON-TRAFFIC AREAS) j 11. WHERE CONTRACTOR CEASES WORK OPERATIONS FOR A 72 HOUR PERIOD ALL EXCAVATIONS AS REQUIRED UNDER NORTH CAROLINA OSHA REGULATIONS. APPROVAL. OR LONGER,SUCH AS HOLIDAYS,ETC.,THE FOLLOWING SHALL BE COMPLIANCE WITH PROVISIONS OF THE OVERHEAD HIGH VOLTAGE LINE SAFETYSEWER MAIN MUST BE CUT WITH SHELL CUTTER. 0 ACCOMPLISHED PRIOR TO THE WORK STOPPAGE. 2. HOLE SANITARY NO IE ACT IS REQUIRED. HAMMER TAPS ALLOWED. IE A.CONTRACTOR SHALL STORE ALL EQUIPMENT IN THE CONTRACTOR 3. LATERAL SHALL CONFORM TO ASTM SPECS.D-3034 SDR-35 UNLESS �' 10'MIN.HORIZONTAL WATER MAIN 0 NEXT ADJACENT LATERAL STAGING AREA OR OFF SITE. 15. DEWATERING EQUIPMENT SHALL BE SIZED TO MAINTAIN THE TRENCH IN A OTHERWISE INDICATED AS DUCTILE IRON. ' SEPARATION BETWEEN WATER \ 10'MIN.HORIZONTAL 0 SATISFACTORY DEWATERED CONDITION SUITABLE FOR PIPE LAYING AND 4. ALL PIPE AND FITTINGS SHALL BE 4"OR 6"UNLESS OTHERWISE SPECIFIED. E' AND SEWER OD TO OD \ SEPARATION BETWEEN WATER B.THE CONTRACTOR SHALL SWEEP ALL STREETS,PERFORM GENERAL ■rO P: EXISTING AND SEWER OD TO OD A CLEANUP AND SHALL PERFORM MAINTENANCE ON ALL EXPOSED BACKFILLING.PIPE LAYING WILL BE PERMITTED ONLY WHERE THE DEPTH OF 5. ALL D.I.PIPE SHALL HAVE AN INTERIOR LINING OF CERAMIC EPDXY OR FUSED SERVICE PLUGASSEMBLY UNDERGROUND WATER IS MAINTAINED BELOW THE BEDDING MATERIAL.BEDDING MATERIAL CALCIUM ALUMINATE CEMENT WITH FUSED CALCIUM ALLUMINATE (SEE DETAIL) As ��z ELECTRIC WATER MAIN PATCHES. a'PVC LATERAL s X GA CI] SHALL NOT BE PLACED ON UNSTABLE TRENCH MATERIAL. AGGREGATES.THE ENTIRE D.I.LATERAL SHALL BE COMPRISED OF D.I.PIPE MAN.SLOPE I/a"/Fr /,72 12. CONTRACTOR SHALL SCHEDULE WORK AND MATERIAL DELIVERIES SO THAT AND MECHANICAL JOINT FITTINGS. WLEI 18"MINIMUM SEPARATION CLEANOUT SHALL BE SET EXISTING STORM DRAIN STORED MATERIAL QUANTITIES ON THE JOB SITE SHALL BE MINIMIZED. 16. NOT MORE THAN ONE HUNDRED FIFTY FEET(150')OF TRENCH SHALL BE OPENED 6. ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALS INSTALLED. I�l'.I IeL•]m I IN N` BETWEEN BOTTOM OF WATER !-TO ELEV.INDICATED ON PLANS EX GAS IN ADVANCE OF THE COMPLETED PIPE LAVING.TRENCH WALLS SHALL BE 7. THE CONTRACTOR SHALL USE SDR 35 P.V.C.WYE FOR CONNECTION TO SDR 35 '� AND TOP OF SAN SEWER 0 D EX.UNDERGROUND 13. CONTRACTOR SHALL STORE ALL MATERIALS IN THE CONTRACTOR STAGING ELECTRIC P.V.C.PIPE OR DI TEE FOR CONNECTION TO DUCTILE IRON PIPE.PVC WYE SERVICE CLEANOUT AREA 72 HOURS PRIOR TO INCORPORATING INTO THE WORK TO REDUCE PROTECTED IN ACCORDANCE WITH CURRENT OSHA REGULATIONS.EXCAVATION `� 12"MINIMUM SEPARATION CROSSING IN ACCORD WITH A _ SHALL BE ONE PIECE MOLDED OR FABRICATED. (SEE DETAIL) O REQUIREMENTS FOR UNDERGROUND OBSTRUCTIONS TO TRAFFIC AND INCONVENIENCE TO RESIDENTS. WHERE AT MANHOLES AND SIMILAR STRUCTURES SHALL PROVIDE A MINIMUM " BETWEEN BOTTOM OF STORM (0 B. INSTALLATION OTHER THAN AS SHOWN MUST BE ENGINEER APPROVED ELECTRICAL CROSSINGS �' UTILITIES ARE BEING CONSTRUCTED IN EASEMENTS OUT OF TRAFFIC CLEARANCE OF EIGHTEEN INCHES(18")BETWEEN THE OUTER SURFACE OF THE T GREEN PVC STAKE A SERVICE WYE OR AND TOP OF SAN SEWER. �T z o 9. TAPPING PROCESS SHOWN SHALL BE USED FOR ALL SANITARY SEWER MAINS. 5"FROM END OF PLUG SERVICE-PLAN VIEW TAPPING SADDLE&SS BANDS a CROSSING IN ACCORD WITH AREAS CONTRACTOR MAY STORE MATERIALS AHEAD OF CONSTRUCTION STRUCTURE AND THE EMBANKMENT OR SHEETING. 10. SLOPE AND DEPTH OF THE SERVICE LATERAL SHALL BE DETERMINED BV THE 24"ABOVE GRADE NOT TO SCALE (SEE TAPPING SADDLE DETAIL) SEWER REQUIREMENTS FOR UNDERGROUND O E FORA DISTANCE NOT GREATER THAN 1800 FEET UNLESS APPROVED TOPOGRAPHY OF THE LOT AS APPROVED BY THE ENGINEER OR AS INDICATED NO DIRECT CUT OR HAMMER TAPS MAIN ELECTRICAL CROSSINGS Cl)15 OTHERWISE BY THE ENGINEER. 17. WHEREVER FOUNDATION MATERIAL IS UNSUITABLE,IT SHALL BE EXCAVATED ON THE DRAWINGS. SERVICE CLEANOUT EXISTING 18"MINIMUM SEPARATION 5 w UNTIL A STABLE FOUNDATION IS ACHIEVED.GRANULAR MATERIAL,#67 STONE PER 11. SLOPE OF LATERALS SHALL CONFORM TO 1/4"PER FOOT MIN.FOR 4"PIPE AND SEE DETAL) STORM DRAIN BETWEEN BOTTOM OF GAS 14. CLEARING AND GRUBBING SHALL BE RESTRICTED TO PERMANENT ASTM C 12,SHALL THEN BE PLACED IN SIX INCH 8"LAYERS AND COMPACTED 1/8"PER FOOT MIN.FOR 6'PIPE.MAXIMUM CLEAN OUT SPACING FOR 4"PIPE IS ��CLEANOUT SHALL BE SET W ( ) 3'MIN. AND TOP OF SAN SEWER EASEMENTS ONLY.CONTRACTOR SHALL LIMIT TREE/BUSH CLEARING IN ( ) 4.5'(T�') TO ELEV.INDICATED ON PLANS THE TEMPORARY EASEMENTS,BETWEEN HOUSES AND ALONG PROPERTY UNTIL THE TRENCH BOTTOM HAS BEEN STABILIZED.STANDARD GRANULAR PIPE 75',100'FOR 6"PIPE _ SEWER MEIR BEDDING MATERIAL SHALL BE PLACED IN ACCORDANCE WITH ASTM D 2321 FOR 12. ENTIRE SEWER LATERAL ASSEMBLY SHALL BE AIR TESTED CONCURRENTLY a �/ � MAIN 18"MINIMUM SEPARATION LINES TO ONLY ABSOLUTELY NECESSARY FOR CONSTRUCTION. WITH SEWER MAIN. I v,I /a 6 iA t,Y,,/ ', BETWEEN BOTTOM OF GAS u, PVC PIPE AND ASTM C 12 FOR DIP. \ BEND 13. INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED PRIOR TO FLUSHING AND TOP OF SAN SEWER o RELATION OF WATER MAINS TO SEWERS 18. ALL GRAVITY SEWER MAINS,SERVICE LATERALS AND FORCE MAINS SHALL HAVE SANITARY SEWER MAINS. , ARE IS"MINIMUM SEPARATION a 14. LATERAL SHALL NOT BE BACK-FILLED UNTIL INSPECTED BY THE PROJECT BETWEEN BOTTOM OF WATER 12"MINIMUM SEPARATION a (A)BE LAID L AT LEAST 10 NF OFET SEWLATERS ALLY D FROM RSTING WATER MAINS SHALL A FINISH MINIMUM COVER OF THREE ENGINEER SURED ROM TOP PIPE TO N.PVC LATERAL SEPARATIONRP MIN. BETWEENONTAL 3 AND TOP OF SAN SEWER BETWEEN BOTTOM OF STORM O BE AT LEASTLOCAL CONDITIONS FROM EXISTING OR PROPOSED FINISH GRADE.THE PROTECTION. MAY REQUIRE ADDITIONAL COVER AS ENGINEER OR HIS REPRESENTATIVE. ` MIN.SLO_JE t/a" t/8 BENDWATER MAIN /Fr SEPARATION WALE P: AND TOP OF SAN.SEWER SEWERS,UNLESS LOCAL CONDITIONS OR BARRIERS PREVENTA IA-FOOT NEEDED FOR PIPE PROTECTION.SEWERS,WHICH HAVE A DEPTH OF COVER LESS 15. WYE CONNECTIONS SHALL NOT BE USED TO TIE LATERALS INTO A MANHOLE, I111un�.m.I� W w AND SEWER ODTOOD LATERAL SEPARATION-IN WHICH CASE: THAN THREE FEET(3'),SHALL BE APPROVED AND INSTALLED AS PER BPG,INC. UNLESS OTHERWISE APPROVED BY ENGINEER. SERVICE PLUG ASSEMBLY SEWER a ' XGAS 2,SZLk!" (1)THE WATER MAIN IS LAID IN A SEPARATE TRENCH,WITH THE ELEVATION 16. IF BENDS ARE APPROVED BV THE PROJECT ENGINEER,STONE BEDDING ISY MAIN \ EXISTING �`O`O� ENGINEER'S WRITTEN INSTRUCTIONS. (SEE DETAIL)G 1. ALL VERTICAL AND HORIZONTAL SEPARATION SHALL BE IN e OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE REQUIRED TO BE INSTALLED FROM UNDISTURBED SOIL TO BOTTOM OF BEND. ` : / UNDERGROUND �` (` TOP OF THE SEWER;OR 17. PVC COMBINATION SHALL BE 2 PIECE TEE-WVE,GASKETED,SDR35,AS a /� 'I ELECTRIC ACCORDANCE WITH STATE REGULATIONS. ``` ACJ ��O SERVICE CLEANOUT 2. THE SKETCHES SHOWN ARE FOR INFORMATIONAL PURPOSES ��V !. -,`r•0 (2)THE WATER MAINISLAID IN THE SAME TRENCH AS THE SEWER WITH MANUFACTURED BY HARLOT GPK OR APPROVED EQUAL. I (SEE DETALJ ,\ / EFULLV HarvD FILL4 1 V VV z0 LF DUCTILE PIPECENTERED OVERMAIN. CLEANOUT SHALL BE ET ONLY. o THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED LEIRONEXISTING �� TAREP BACK AN OR FL00D 18"MINIMUM SEPARATION a r?•L'f"I TOELEVUINDICA B ON PLANS 3. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL ` ,- < �,(� EARTH,AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN t0 OvOsnNOv e1 X • TO PREVENT SMLEMENT BETWEEN BOTTOM OF WATER ATLEAST I8 INCHES ABOVE THE TOP OF THE SEWER. f 'j/AZj/� -. Ppi X AND FAILURE OF SERVICE AND TOP OF SAN SEWEREXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY(B)CROSSINGAWATERMAINOVERASEWER. WHENEVER ITIS NECESSARY 45'BEND - OAT EACH CROSSING PRIOR TO CONSTRUCTION OF LATERALFORA WATER MAIN TO CROSS OVER A SEWER,THE WATER MAIN SHALL BE NEW WATER MAN U LENSWYEI/B BENDCROSSING IN ACCORD WITH TO INSURE PROPER CLEARANCES ARE MAINTAINED. ATE _LAIDAiSULLENELEVATION THATTHE BOTTOM OF THE WATER MAINISAT EIISRNV oR PRocosES SEWER MAIN , SD REQUIREMENTS FOR 4. ALL PIPE BEND LOCATIONS AND MAX.NUMBER OF BENDSD06T21/21 gAS NOTED LEAST I8 INCHES ABOVE THE TOP OF THE SEWER,UNLESS LOCAL EWER MAIN. �/� / UNDERGROUND ELECTRICAL INSTALLED ON LATERALS SHALL BE APPROVED BY THE n CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION-IN 20 LF DUCTILE IRON PPE CENTERED UNDER WATER MAIN. ` MIN.SLOPE I/a'/Fr g: CROSSINGS PROJECT COORDINATOR PRIOR TO INSTALLATION OF BEND DESIGNED' cnscxs WHICH CASE BOTH THE WATER MAIN MD SEWER SHALL BE CONSTRUCTED h�IluNLm rl...�j•0 laj �, SEWERO OR EXTENDING THE LATERAL FROM THE MAIN. BPG DMK OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO \ MAIN 5. ALL REQUIREMENTS FOR SEWER LATERAL NOTES AND DRAWN-. APPROVED EXISTING OR PROPOSED SEWER M V 4 V\`%\� 18"MINIMUM SEPARATION DETAILS SHALL BE APPLICABLE.WATER MAIN STANDARDS FORADISTANCE OF 10 FEET ON EACH SIDE OF MAIN THIS DETAIL APPLIES WHENEVERREMOVE CAP 4 CONNECT \�,. ,� ,\fi KFW/DMK BPG THE POINT OF CROSSING. TER CROSSES UNDER SEWN TO DWELLING SCAN INC EXISTING BETWEEN BOTTOM OF GAS 6. REFER TO UNDERGROUND ELECTRICAL DETAILS FOR 20 LF DUCTILE IRON PIPE SEWER MAIN STORM DRAIN AND TOP OF SAN SEWER ADDITIONAL INFORMATION WHEN CROSSING UNDERGROUND SHEET: (C)CROSSINGA WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY I�Is.MIN.SEPARATION REVD R mD SERVICEA[R ELEVATION CENTERED OVER WATER MAIN. / FOR A WATER MAIN TO CROSS UNDER A SEWER,BOTH THE WATER MAIN - NOTrosc UNDISTURBED BEDDING ELECTRICAL FACILITIES. AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH12"MINIMUM SEPARATION 19 GF 19 NEW WATER MAIN -CENTERLINE ��I CLASS I OR 2 BEDDING MATERIAL, BETWEEN BOTTOM OF SEWER JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF IO TO•_O• - \ COMPACTED TO 9BR(MODIFIED AND TOP OF STORM. FEET ON EACH SIDE OF THE POINT OF CROSSING.A SECTION OF WATER PROCTOR DENSITY CAD FILE: MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. 20 LP DUCTILE IRON PIPE CENTERED UNDER EXISTING SEWER4"0 LATERAL SEWER SERVICE 473500D1 WATER CROSSING SEWER DETAIL SEWER SERVICE LATERAL UTILITY CONNECTION DETAIL CONFLICT SEPARATION REQUIREMENTS PROJECT NO: Gi DC G NOT TO SCALE 4530 NOT TO S LOCATIONS NOTED