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HomeMy WebLinkAbout20140091 Ver 1_Site Plan_201401276 c � SPARTA .� ROAD K�NK�G Zg 1 E�GN�' l PR4JECT SITE �- 2ND STREET �f LANE'S DRIVE NCSR 2394 � NURTH � � �YADKIN RiVER. WILKESBORO , R1VER ROAD � L(BERTY GROVE R�AD NCSR 2333 STA'T'ESVILLE ROAD 1 �' . �` 1 ■ r l � � � � � � � � � �r . '� . . � • « � � � � ��r � s . .. �. . . ..�.. . . : i� • . . ���%�L. �i��i����. �IiUNICIPAL ENGINEERII�G SERVICES COMPAI�Y, P� PO BOX 349 871 WEST KlNG STF�EET BOONE, NG 28607 (828) 262-1767 ��� �r SKYLINE SURVEYO�S Po Box 349 671 WEST K[NG ST�EET �401VE, NC 28607 {828) 262-3353 � Q� EX. POWER POLE � EX. SS MANNOLE 50 EX. SS CLEANOUT DQ EX. GATE VALVE � EX, FlRE HYDRANT -�- EX. LIGHT P�LE EX. CATCH BASIN � EX. DR�P INLET O EX. WATER METER �---- EX. GUY WIRE � EX. TEST PIT O EX. DRAINAGE MANHO�E -�G�- EX. GAS MARKER � EX. WELL 7�� EX. TREE � EX. BUSH -�-- EX. SIGN � EX. TELEPHQNE PEDESTAL � � �� �, � ���� �� � ... �� � '� � l .' ` �� I' � � � � � � � PROPOSED PQWER P�LE `� PROPOSED SS MANHt3LE � PROP�SED SS VAULT f� PRQF'OSED SS CLEANOUT 1� PROPOSED GATE VALVE yYO PROPOSED FIRE HYDRANT -�- PR4POSED LiGHT POLE PROPOSED DRAiNAGE STRUCTURE � PROPt�SED YARD DRAli�ACE [NLET PROP()SED WATER METEF2 TEMIPORARY DITCH WATTLE TEMPORARY ROCK PIPE fNLET PR(aTECTiUN , , ,� ;„ • . , � ;l � • i • � � ♦: a � � •. .t � � :� �� � � � � r t. , i. • n S � � � � � � � � ��. � � � ~ � , i. .� `� .�� � � ��' � ��' . i � :. • • , • j : • ' •. . �' �... ■ ��� . � � � � • i • + � ♦.. � . �' . � . �: � ��� �. � �� �{� � � � � � � '. '� ' � ; i, � + i : � - .� r � � ♦ , ' :, 1 :� . ,- • � . ♦ l � . l ' i •'. 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SAtY1T,�RY SEWER i°D—> PER NENT DI�/ERSION TIl—� TEMPORARY �ERNt D1TCH �{ � SILT FENCE X � SILI" FElVCE 1/VATfLE BREAK EXISTING WOODS LINE // POWERLINE ' r �r ; � �: sr, � , � i � . � � � � � , ' r � � � . � l s. �!.'� �: i �, ' � � :� i � � , j . �; , ' � ! i .� . � �, r �.# • !� ' : , � ; � � ,., � - . - . � � - i � � -. . � ' • ' s � � � • � �� ��� s� . � �� -�� �- � :� ...���. ��� ���� ;.'��� 'p - � � `v i "�„tr y °�3 ` � f t�� � � �o ;� �� � � =?: � � 4 � �e � �a 1 b'4.� p ""� ����� t� �w� e ,..�--: � � �;, � -- • - - • •� . , :., - _ r ,�`,�% . �°�° � � " � ��''%i ; ! Q ,y�?�: � s�8o `�� m �,`•,�y ts 1� . � '�.,�'.� •�'�NEE.•'��`'� i��FJrsrlA�a��y���� ������Y FOR REGU�ATORY REVIEW OF�I�Y �y Professionai Engineer � � � , y ' � i ' • . .. _ � . . � �- . . � l 1, � � . � ,' s . �! � r?� . ........................ ............................. . ..'.'.'.'. `. . .�.'.'.'.'.'. .......'.' 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TNtS E'ROJECT REQUIRES CQ{1�PLIAIVCE WlTH ALL CONDlTIOiUS OF TH:E GENERAL NPDES STORMWAiER PERMIT TO DISCHARGE STORl1�WATER UNDER TNE NA�'IC�NAL POLLUTAtri"T' DiSCHARGE ELIMiNATlON SYSTEM (PERMtY # NCG 01000}, ANY PERMIT NON COMPL.t,��lCE !S A VIOLATION OF THE CLEAN WATER ACi AND MAY 12EGIUIRE ENFORCEMENT ACiION BY NCC�E�VR. ENFORMRTION REGARDING NCG0900Q0 CA(V E�E FOUN� AT: HTTP:/1PORTAL. NCDENR.ORGrWES/WQ/WS/SU/GO�iS�'RUCTI�iV WE 2, CONTRACTOR SHALL BE RI?SPONSIBLE FOR MAINTAINiNG A WEEKL�' SEDIMENTATION AND EROS[ON C4NTROL INSPECTIt)N REPORT TU BE MADE AVAILABLE UPE��W REQUEST. THE INSPECTION REPORT SHALL BE PREPARED tN STRICT ACC4RDANCE WITH NPQES C��lERAL PERMIT NCG010000. 3. THE 4WNER IS RESPONSIB�E FOR lMPLEMENTAT(ON OlF A SELF tNSPECTtON PROGRAM PER NCDENR - LAND QUALITY SEC%10N. A SE�F tNSPECTION REPORT FORt� CAN SE FOUt�� AT: H1TFJ/W W W. NCDENR:GOVM/E:B/LRlEROS! ON SEDiMENTATiON & EF',OSION CONTROL LEGEIVD �� �� LIMITS OF Dl�TURBANCE = 3AQ AC. -X X- SILT FENCE � DITCH WATfLE -X X- SfLT FENCE WATTLE BREAK ROCK PtPE trdLET PROTEC710N ex. po�°�ver po ex. po��raerline DITCH WATTLE �P.� - (NSTALL EVERY 2:5' IN NEW DITCH ex. stream center€,�:^� -� S1LT FENCE (TYP.} --^ ex. stream top of bank-. ex. gravet dr�ve-. ex. ! 8° inv. = 954.33 e�c. z4° mv. = 95 I.86� ROCK P1PE INLET PROTECTION � �p'} DITCH WATTLE (TYP.} ,' t iNSTALL EVERY 2Q' j � (N D1TCH � �� SEWER MH #$ . �0.00 LF @ STA. 22+50 N37°51'16"E� R1M = 9$8.06 .`�S, B„ INV. IN = 98a.26 � � ��` � 6" INV. OUT= 980.D6 �.��\� \� \ L1, = 01 ° 10'35" RT, � t � ��, �, •�\ \ �\ 80.OQ L� @ N36°40'41"E t� � j. � � �� � �. �' � \` ��� • � .,,-Z � � � .,._ � ` � _ �� ��� � �- � t � � "� `� `:.' � - � t xQ , �` "` - i '�:'' �� ��� i�'� �%� � .-.%�% c,r� s /, k CREEK CROSSING " � •��l\ \ /��%%` j� � � SE�NOTE8.ON t�``t ����,� ` .- 'ii�' �i� :-%�� THIS SHEET � \`. I �� '• ,�-'�^ � � % � ' � SEWER MH #7 � � ; \ � � ST�4. 21+70 � ,� � � � ,� � � � (1 RIM = 988.17 1 ��{1 t( jJ % ��� l� 8" (NV. tN = 979.74 t � ( ,l 8" I NV. OUT = 979.54 ��i �� f�' (iV1 y� �' � 1 l �= 59°22`51" RT. �'� �� 4 I i, ' 1� ( F� I 1 '-� ���� a�ri�!4��r�i� " � ���� ri ; � ���t ���f ' � �(I' f� j��I��y'`1 � 228.00 LF @ N22°42'10"W Ir �l � • � � l � � 't� �' �; j i` � ' t� � f��� � 11 � �1 �� ! �! / W��1j� � � l� I I �( � �� 11 ao' s�vtrER �►S�M��T ` ± � � 'I j �! �1� t � � ��' ��l� �(�� l`��il ; SEWER MH #6 0 � � � f � � � 1 � STA 19+42 N j � ( I ! �' ( � �� ,�� t � RIM 82.87 I �} j� �� 1 1 8��INY.lN=975.89 j� ���4 '}� :���� � t 8" i Mi. �JUT = 975.69 � � 1 � �� I� � i i ay 11•1, � � /� = 1 i °36'21" RT. . } � � � j' 1 � ; ,�\'�,� , approx. locat�on ex. 60' powerhne ea�ement 1_ i � i '' l�`\� '�'"`� .{. � ��--�\� , �, ���`..:..; :� , _._. -------~ '_ ex. wetlands. � 1 �� ...i �. i .` ; 1� • �\\\ ` ____�--- - � .� _--�------- _"" ..'`-- � 1;:i��:�: �1; �,�-- ! •• �! '[� !Y ----------" �"' ��T ~ �r ._..-- ii - ii --_ � , �t � � w t � l ----^---"" --- - ��� . ^ .._-- // ._.._-- /1 -'---- // // 4'� t' { � f Y••� ` � � � � ��� �,� I���� ���� �o��s: 1, ALL. 8" GRAVITY SAtV1TARY SEWERS SHALL BE 8" SDO� 3� PVC PIPE UNLESS OTHERWOSE SPEC[FtED. 2. At.L 8" PVC GRAVITY SANITARY SEVVERS SHALL HAV� 3° MtNtIVIUM �QVER. A - ,� „ 3. MAlNTAlN A MINiMUM V�RTiCA4. S�PARRTION OF 24 F�f�R 8 PVC GRAVITY SANITAR� SEWERS CROSStNG UNDER STORM D4�AIhiAGE PIPES OR FERR�tJ s PIPE MUST BE SPECtFlED F{3R 1Q' EACH SIDE o OF STORM DRAINAGE PIPE. O � 4. MAINTAIN A 11�tNIMUM VERTfCAL SEPAF�TION OF 1$" �C3R 8" �VC GRA,V(TY SANITARI' SEWERS CROSSING UNDER EXISTING WATER MAINS ANO AT ALL t�THER FJ�ISI'!NG UTIltT1ES. �ex• 25' 5. ALL 8" PVC GF�AVITY SANtTARY SEWERS SHP,LL BE BE�3C1�D WITH #67 STONE 6" BELOW PiPE AND Tp 5tream pIPE �PRINGLlf�tE. ADDi'ftONAL BEDDiNG REQUIRED WF�E�V 1N ROCK. SEE BEDDING DETAILS. W buffer �' S�r� 6. CONTRACTOR I�AY t�IAKE FtELQ ADJUSTMENTS i� T�i'E LOCATIOI� AND/OR PROFILE OF �HE �RAVITY' ceniert�n� SANITARY SEWEFdS AND MP�NHOLES ONLY AFTER CON�U�TATfQN WITN TNE ENGlNEER. - ex. strearn tap of bank 7, A!L 8", GRAVITY SAPdITARY SEWERS SHAlL BE TES'TE@7 AND CERTfFIED BY THE ENGINEER AND TH� TOWN OF NORTH WlLK�S80R4 PRIOR TO CONNECTIOt� 7'U EXISTlNG SANITARY SEW�R LINES. 8. AL� EXCAVATi�N, t;RAVITY LtNE, FORCE MAIN & WEi'�"�LL 1S CLASSI�fED AS ROCK EXCAVATIOM. SEE SPECIFiCA'fiONS,�,IVL� �ID FORM. COt�STRUCTI�N �IOiES: 1. CONTOUR INTERVi4L = 2°. 2. ALL. ERO$[ON GORITR�L F�4�RIC SHALL BE INSTALLEiP I:Id STRICT ACGORDANCE 1MTH IVtANUFACTURER'S GUfDELIh1ES. 3. IF CONTRACTOR VVISH�S TO USE AN EROSION COfVT�C�L FABRtG OTNER TNAIV WHAT IS SPECIFIED, PRiOR APPROVAL i1�tlST �E GRANTED BY THE E(VGlNEE£�., ex. stream centertme CQNSTRUCTO�JrJ �EC�IJENCE/Ei���ICi(�l C(�NTR�L �IOTE�: 1. CALL 891 TO LOCA7E e4LL UNDERGROUND UTi!lTIES F'P�OR TO ANY LAtVD DISTURBIh�(C ACTlV17Y. �- ex. stream top of bank 2. CONTACT THE NCDENR LAND QUALITY SECTiON. AT (�3�} 771-SOQO BEFORE APVY LAND DiSTURBING J� ~ � ,�s - ii __._.- i� - �i --- ii ____ ii --- i� � � l `� I �� \ j'� .�� \ t G AGTIV(TIES BEGII�I. �� __-- ii .-- �� - �� �'" ai'Prox. focat�on eas. powerline `---� 11 � °' �' \ Z r J� � ,� ____ �� - �� - '� `' "� �� � �� � ,� _,._..._---- -- - � - �-^� � tt� , � j�� �'i\\\� t Q Z' 3. INSTALL TEMPORARY SILT FENCE, DITCH WATTLES, SILT FENCE WATTLE BREAKS ANI3 ROCK PiPE _.._ „ _...---.------- --- � !�, ,�`� , 'Y INLEt' FROTECTION 1NLET PROTECTION AS SHOWNI OR! ik�B� APPROVED PLAN IN THE VICINITY OF THE iB ` _--- -- -- �-�- �� } I� �� j1�► �� �� \� � m DAY'S PLANNED WORK PRIOR TO COMMENCEM�NT OF R;f�Y LAND DISTURBiNG ACTIVI7Y. �, ._.------ - - --'`- - 9 80.00 LF @ N34°18`31 "W m 4 ! j { t , , { � 1' ; t � \ \ 1 fl C7 .� ..�---- - Town of North W�ikesboro � �� �11�(" l� ��� 4. ALL OPEN PIPE TRENCHES SHALL BE BACKFILLED Df�1,L�f. THE P1PE TRENCH ADJACENT TO THE _------ -`- �"�``� Pin 3889-33- f 485 ex. 25' stream bu#Fer � � 1� C � V! ,\ �� 1� .... UNNAMED TRIBUTARY TQ TtiE YADKItV RIVER Sf-OALL �E B;�CKFILLED tMMEDfATELY AIFTER THE PU�JIP S} ATION AND VALVE VAULT "' Boak 9, Page 4! 6 � � �`� �� � �� 2` � SEWER MH #5 ` � i 1� jIl l � r¢ 1NSTALLATlON OF ERCH JOINT OF THE GRAV{-fY SANtTP�V�;Y SEWER PIPE. STA. 10 00 t �`� ``�t �j fY 18Q.00 LF @ N68°19'3� E STA. 17+62 �� l�� �``�` �, � 5. ONCE BAClCfILLING IS COi1�PLETE, SEED AND MULCH �iLL DISTURBEt3 AREAS tN ACGC7RDANCE Villi`ti TOP = 9v9.67 � 1 � , t n 8„ GRAViTY SEW�:� LINE, PVC SDR 35 {TYP.j RIM = 965.60 � $ �iW IN ° 95Q•40 8" INV, IN = 958.41 $ 1�� �� 1�j �lI ��� rn� THE STABtL1UTlOfV T1ME�RAtViES AND SEEDING SRECI�EGATIONS SHOWN ON SHEET d-3. TFtE PIPE 4" lNVoOUT�= 955.17 {EXCEPT WNERE !�THERVIIISE NOTED IN PROFILE} 8n �� ��j _ g�� 2,� �' ,�i� �.� #•`� �;, � ���� TREfVCH ADJACENT Tt7 TtiE iJNNAMED TRIBUTARY TO'8"'H� YADKIN f2lVER SHALL BE SEEDED AND L1= 47 2316 RT. SEWER i�,�H #2 �=13°59'03" l.T, `' ��� 1� �j �� �1' ��` NfULCHED DAILY AFT�f� THE BAC�CFILLIt�G (S COMPLET�., �LL APPLfCABLE EROSION GmNTROt. SEE DETAfLS OiV PLAN STA 12A1,5 � i t ��1 ,�.. Sf�T FENCE 1NATTLE ��$URES SHALL �E MAtNTRIN�D UNTIL STABLE PEFtIV��'�3VENT GROUND GOVER NAS �EEN SNEET PS-1 & PS-2 RIM = 961.,52 62.00 LF � N20°19`28"W �� L� •�� ► ESTASLISHED. ex. 36" tree 8" 1M1. IPV = 95'{.66 I( 4 '[�\Irl `\�� STAL�EVERY 100' 8" 1NV. G���T = 951.48 SEVilER MH #4 i S j ' REMOVE l � � � � 6. TEMPORARY ERC3�ION C�NTROL �iEASURES SHALL B� PA{SPECTED WEEKtY AIVQ AFTER EVERY RAIN DITCH WATFLE (iYP.) l� = 00° b 9�'07" RT. ST�1. 17+00 �� � 1 S! � t� y� �� SILT FENCE R!M = 957.88. � � � i 1 ST�RM. REPAtR IIVtMEDiATEI�I' ANY LlaiV1AGE TO ERQSIOI� CONTROL MEASURES. REMOVE SEDIMENT � -� SILT FENCE A. � 1;� •`�-, FROM EROSION CC9IVTROL MEASURES WHEN THEY ARE H��iLF FULL. INSTALL EVERY 25 IiV ex, drtcl� �;,enterl�ne (typ ) �� 8" 1NV. !N = 954.00 }� � � � � �„ y \ NEW DtTCH GRADE ��1TCH CHANI�EL TO [UTATCH SEWER MH #3 8" lNV. OUT = 953.80 i 1�� ����� I EXlSTtI�� CROSS-SECTtON & lNSTALL - � TEMPO�?;�RY DOUBLE NET ROLLED STA. 15+15 1� = 73°18'02° LT, �/ �� � f i,,� �� �`` ,� � '� 7. Oi�CE STABL� P�R�+I,��1Etd1° C�R�UND COVER iS ESTA�LQSHED, TEMPORARY EROSION CONiROL _ � 35.QQ L� @$74°49'1 Q"E EROStO';"+[ CONTROL PRODUCT WlTH 70°/a R�M ° g�8•�8 185.�0 LF � � Z�' -�� ,� �J Cl �X• 48 mv. = 942.88 �yEqSURE3 MAY BE R�M�V��. B�t2� SOI(L AREAS REMAII^�iNG !fV DITC}iES AND OTHER:AREAS AFTER -- --_ _�� ` STRAV1t0�,�°lo CC7CONUT FIBER AAATRIX ON $° (�1V. IN = 953A6 ��2��g�34,+�� .� � `// �•r;/ ' � THE REMOVAL OF TEMP�ARI' ERO�fON CONTRt7L MEA,�t1RES SHACL BE IMMEDIATE�.Y SEEDED AND _ � �, , SEWER MH #1 DfSTUR�;�D CHANNEL SLOPES {TYP.) $° ��. QuT ° g52_86 ` J r// r- E/ MULCHED IN ACCORDANCE WITH THE SEEDING SPECIF�G�TlONS ON SHEET D-3. "' � --, �� Si'A. 10�-35 0 � � L1=15°4Q'O6" LT. �%r �� -��( -` -� - ` RIIJ! = 960.16 300A0 l�F @ N68 384U'W f 6kOp /�. � �� � ~ � - -� _ � � . � °' - � --95p_ 8. CREEK CRUSSING STA, 21+70 TO STA. 22+50. CREEK ��OSSES BEDROCK AT TH{S lOCATfON. �`�� � $" fNV. iN = 950.74 e�c. ditch centertEne °` !� �!�„�� �,r..,-�-""' ��--�--`-" Et�UIPMENT NlAY CROSS STR�VII�BOVE OR BELOW SEV�'ti�R CROSSING DtRECTLY ON� BEDROCK. `, . 8" INV. OUf = 95Q.54 e�c. 24" �.nv. = 949.56 _- .,,_- l. =:' �` REMCIVE ANY LOOSE �f3ULDER� AT E�IGT �ROSS[idG l�O�ATION. PtACE 24" 1MDE,�C 12' LONG FELTER - � \ � d = 36°51`17" LT. - .� -� i �'�' � �- f, ..--�,,, -.-..- f-�-.�_ � + � � � `�"`'° °�' �` � �.4+OQ ���"oo -- �" .: - -'� " � �' ' � �` �g �m�' FABRIC 4N EAGH STREAM �MBAN}Qt�ENT AT CROSSING L:�CATi4�i BtJT IdOT (N STREAM. PLACE 12" ..- ,,,..- - - �z�+ao ti����o , ; ,��, � � �QA ' I'. _ "" '�' �'" \(E. -i / ---_ RiP-RAP ON TOP OF FA�RiC. PLACE 3"-�4° BALIAST STOIVE t?N TOP O� RIP-RAP. COMPLETELY REMOVE -- - �1fi�� v - - � � � ,- - - � _ _ � �'" = '3-'�"� � E�� G�� �'�r / i ALL STONE AND FABRIC UPON COMPLETtON O� PROJE�7. � ` -- -- .----= _ _- _ = - -��-^= � �=�_..�_�_ - -�=� -�"-�`� ; `� �QA� �1t3 _ �,�..----'' � ° _ __ --� --_- =-- -�_'�,� _ - - - - - _�.�- - - -�' . � � ��(E,F� �" ex 48p �nv = 940 87 D1TGH WATIIE (TYP _ �._ _ --..__ .,___ _ � � � �,-"�, ` _ ^ - - , _ .- �''.�- .._. - - - - -- DITCH WATi'LE (TYF'.y� ' � � � ex. tele hone edestal � ., �.-----'"'"� \� � ,� � fN�TALL EVERY 50' 1�,�, �3iTCH --' ` e�c. 24° Cm � ex. 9 8n mv. = 54.6� �; �' �-----ex. 24 �nv. = 949.55 � /"� ' ' °� ,,,.. -- INSTAl.L EVERY 5p' IN DITGH --- -' `��� PLAN VdE�IV REMOVE AT CO�pLETfC?N - OF CONSTRUCTIOM (TYP.) -ex. �4° cmp SCALE: 1 °` = 5�' e�c. 24° mv. = 948. 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" ' .'.v. � v J ,.'.','- V', jiy . :�:�:�:�:� � ...;:.:�..� . .. . . .. . .".Z. N,' ...,. ....�.r.... ..... ...,.Q. r. . . . . '.' '. .69.',,;;' �. .�.' ... . . . . . . . . . . . . ........ ��. vs� • '.�.'...'...'.'. . . . . . . .�.'.',`.�.'.'.'.'.'.m� v .:.:.:.:.:.:.:.:.:.:.:.:�;�:�:...:�:.;.:.; ;�;�;�,n`..;.: -� r. � � � � ~' i � � �e � . i � � � � � S: � � i � �� `. � ' �, � � • � � � �'" 1' / � • �! � � ir r _ .; . . � ,�, �. � � �. r; . - i DATE: i 1 �-05-13 QRWN. BY: EGT CHKD. BY: MSA PRO.�CT NUM9ER ei,�o�2.3 �� aRaw�NC n�o. sH�eT No. PP-1 3 �F 14 NPDES & SELF (NSP�CI'iON 6�Et�lJiREMENT�: 1. THIS PROJECT REQUIRES GOIVIPLiANCE llUtiH ALL COtV[11TIONS t?F �'HE GENERAL NPDES STORMWATER PERMIT TO DI:iCHARGE STORMWATER UNDER THE �1AT10NA� POLLUTANT DISCtiARGE EL(MINATION SYSTEM {PERMlT # NCG 01000}. ANY PERMIT NON CO�[PLIANCE IS A VIOLATIO� �F TNE CLEAN WATER ACT AND MAY REQUIRE ENPORCEMENT ACTtON 8Y �I,�DENR. (NFORMATION REGARDING NCG010000 GAN BE FOUND AT: HTTP:i/PORTAL.NCDENR.ORG/WEBIWQ/WSISU/Ct�NSTRUCTION 2. CONTRACTOR SHALL BE �;ESPONSBLE FOR MAiNTAINlNG A WEE:KLY SEDIMENTATION AND EROStON CONTROL ti�SPECT10fV REPORT TQ �E MADE AVAfLABLE UI�ON REQUEST. THE 1NS�'ECTIC?�1 REPORT SHALL BE PREPAREn 1Ni STRiCT ACCORDANCE VViTH NPDES GENERAL PERMIT IVC�1000{7. 3. THE OWNER !S RESPONStEiLE F�R iMPLENIENTATION OF A SELF �I�SPECTION PRO�GRAM PER NCDENR - IAND QUALf7Y SECTtO�d. A SELF tNSPECTION REPORT F�F�NI CAN BE FOUNC3 AT: HTTP.JJiNVWV.NCDENR.GOV/WfEBlLRJEROSION ex. rebar � , `b � ���3� / � ` �� � / � � � ` ex. rebar � ys� g� �,�,� 3�'�9 � \ `9'��g�pcsn p 29°� � � �' �F o k� 2 ` \\ \ ��'� 332� � � \ \ � ` \ � �y� approximate Iocat�on \ � -s � ex. septic field ex. ���pt�c easement (typ.) N� ;� �70 BE ABAfVDONED \ ex. N N rebar �S . s �n Q�, �� � \ , 2��g� O8� � ex. distribution marnfold box \ �O�a ex, metal box ��� TO BE ABANDOi�ED � g. � e�t. property line (typ.� /} ex. 2° force ma�n ti� \ 3� 52 tvp =! i 35. t± � � / TO BE ABANDONED �`� �`t ,.� � approximz�te Iocation ex. CIP.2l7 OU� 1 ex. pump stat�on �� ��� TO BE ABANDONED ,r TO BE ABANDONEL? �� °4 � approx�mate }ocation ex. 6" pvc sewer fine r� � ex. septic tank � `Z� � TO BE ABANDONED '� ,/ � � Town of North Wdkesboro TO BE ABANDONED �� �� CUT EX. 6" PVC ex. overt+ead �� t approx:,.-�ate location ex. 6 pvc sewer hne , �� SEWER & PLUG 1t /��' �- Pin 3889-33- I 485 � TO BE ABANDONED ; ex, guy power bne i � �ook 9, Page 4 I 6 D1T�H WATTLE (TYP.) approx�mate locaiian ex. c4ean out q,ti � �� DOWNSTREAM �,.� y rr �� f/ ,.. �' � w+res ( 1I�STALL EVERY 15! � p. t � OF NEW SEWER MFf ex. power ii ` �6.- �" � � fN EX. DlTCH TO BE ABANDONED 2, � �� ,..- EXCAVATED 620CK SPOtL AREA. SEWER DF?.OP MH #15 �rebar � �'� ���e ����►� / � � � � SURROIiND �(JTTOM HALF OF SEWER DROP MH #13 STA. 30+6�_a5 � �, �� � '� \ � / � � � ex. sewer cleanovt AREA WITFi SlLT FENCE. LEAVE �TA 28,��Z RiM =112�.�2 \ � '` -- _.,_` -� �, �, / � � � a roxima�e ioca#�on �� SILT FENC� IN PWCE AT END ��� _ �� �2 EX. 6" INV. �hV =1122.6� ��� � ` �` � � ' � �+ -= -- - '� eXp6° vc 5ewer hne O� CONSTRUCTION. 8" INV. It� =1068.38 8" INV. IN = 1120.92 ��% � � � ` �., � � `� A�.� � ` / � ( / 1 � 1 � p � ( SILT FENCE WATTLE �" it�V. OUf = 9 �78.6� 8" INV. Oi�� =17 � 1,52 � � 5� -� ���� � - •, o �, �� � � J 1 approxrmate lacat�on Bt�EPaK (TYP.) 0 = 00°00'00" � = 00°00`�+�" � � � • � ,� � � � � / -- -, � � � 1.�- �.,, �- ex. 6 pvc sewer Ime INS'TALL EVERY 10Q' QF � � t � .,,,, \ � �f /� ' � � � � � �' SlLT FENCE TYP. SEWER DROP MH #12 �� y� �j� � Y �. � ) STA. 27+69 � ., y,�� ` .� = � ,;� -3pkQ � � �� � \ y apprax�rnaie � 1 ex. clean oui O� 8" Gi�VITY SEWEF2 ._ ��' � `•�`' � O -� ,- .,', -., � ��1 ri � � �ex. clean out ` L � ta l I 38.7 ! RIM =1067.10 I' - x ` LINE PVC SDR 3� 8° INV. iN ='1069.43 -, �"` ��` � � / i i � , ` � � Jeld-Wen, nc. 11i� � 1 , (TYP.) (EXC�PT 8" IHV. OUT =1053.73 -._ �� ` � _ � . ,; ' i i. �- I � � / \ l SEWER MH #96 � \ 1 � � WHERE C3TFiERWIS� � =10°53'18° LT. � - �- � ,- � �,` A��` � � � -''� ,��- � !' ,,•.� /l / � l STA. 31+ 3 4 ; � P�n 3889-�4- ! 346 j �0� 1 ) �,�i ; ��- .r ,. R[M =19��: 4 �� '"�' 1 ` 1 1 ' N� 40 �s@ NOTED iN 4�FtOF(LE � -�... ~- �' x0� -' � ' : �,/i :• � �% � -' � E�C. 6" INV. iN =1126.1t � � Book i 023, Page l 45 } ; -- .� -.��_- � -ys .i ,, ���2g, ,� i i i .s � � . � t � 1 1 � � ` -_. � �_ 80.00 �F c�?r ..._ �. -�.7 / / �'" f J �� ,, .r�, i � � . -�� ' % �/� -' t 8°' 1NV. OUT =1025110 � � ex. sediment bas+n _. -,. -- � � f �,, ' � { 116.�0 LF � � � � .� � � �-___ � � i ( � � t� ` ti ' l- " w -- ---" = -���_.-=-1 �._ � =..-�.. N23°51 `i 6°E ex. ri ra �-- .` ' -- -, i' / j j � � � / �- Q� � �� t � � � �` ' � ` �-=-.% ='_ ` ` - -- -- _` `� �- :�- \,`'' ,•• �. �. -, i' � � �;���' //�� % � l`� � t ,�r � f /�/` '� /� � i i'�'� 1 J � 1 � �N06°�46"VV� � � `,37.9�O�LF @ N06° �1'4 "W a!'prax�mate focation i• ` ,� `��' ��''` _ _ _._ ;.�-�(�,= :� - ; �.� � � � `,� . � j .��- ,��.. �. � - i ; 1 f l � `� 1 < � ' //l l �/ I \ 5'� � -�-� - - � ex. underground power line �/ � � � � �"� - - _ -, `� �.. �- , � `� �g... . � _�r` ` i 4 � i' � �''. � 1 \ � � j o ,�, \ . �� � O�i.: .:.." � :- 3.. . � I , `- .,, �.. ��"�... ..,` ��` � ` ,� �-� �\ / J ! J �p� � � 1 1� � ` 1 �,1 \ , l � ` ` , \ < exisi►ng `�� �� � � , �.� �'. \ ~ �`3tx�0. .-��� � � -;�_ -'.%E�,„-���--=:�. _- r� : :� �:. �:. - .,,��.,��..`• `� .� \ � \ ;1 j ; • Y, i �' � i � � � l `� \ \ � � � 1 � buiidtng � � S� 1 ex. catch bas�n + /L • 1 L 1 y . � s � \ ._._.1,E1r � / , ,,- � ,.,� a,., n � _ ._ -- ,., _,,, ' �,> > t > �� } /� i \ ,� I �I ' ' t ) I �� \ � � ` � \ � � SEWER MH #14 c', F`� 1 = top ` t 132.0_ �Z' • \ \� ` � ,• - . - � '.f�• � - - -- - �- f / t � , / � �1, 1 „1, -�'� � � STA. 29+49 \ � \ � ��• � \ � � ` - .- ri' � � � � '2',�`+OU `' � i " ^ ._ � � _ ��0� - � l � � ` �-= � J � { ;, 1 � �{ � , , i �- .� � ,-- - ` ,_ �� 127.00 LF @ RtM = 1108.$9 , � \ � �.. _ � � f / ✓ ='^ ' -r'li-----'- �-- `,.. / � /, � ` � , ' � � � o � n \ � \ 6X. CrP..aCi OUt � � ��:.;, � � '` � ' . � . ' e' _ - "'`�` �, ,� � �-��0� } � c � N13 2902"W 8 fNV. IN =109$.05 � ��.. `�. ... -�. .,,_ �� _ - : l / / t- r � � , ~.- -.:_ �,, ,� � f / � 1 i . > > r t ,. 8" INV. OUT =1097.70 \ 1 top = ( I 29.99 ��\�."� , ��` ."� .,�. •i. _ f i i / %i i � "� / �r- ��, � 1 W'��odpecker Partners, Inc. o , n approx►mate locat�on �. �` `� - "'; ..- • �� 1 j�`� _ Y� , r j j I� �m 3889-43-2848 �= 06 37 't6 RT. t � Eex. 6" pvc 5ewer Irne �� �� ` . - ~' `' / l / �L ° ` '' _--• ° - °� 1 � ` m ;a�ok 1 I 43 t'a e t 05 ex. d�tch channel {t� ) \ \ ��.� �, �•; ~ -.. --` / �' SEWER DROP MH #f9 _ ex. ro e ,� ,,.. 9Q.00 LF @ , g � ; ....- ~ -� / p p rf.Y � - , , GRADE DITCH CHANNEL TE?�MATCH NO2 35 44"1N .`�f�ti . ; _ - ~".}-g8O ^ „/ STA. 24+�p lme (typ.} 53.00 LF @ EXlSTING CROSS-SECTEON ��(NSTALL 4Q' SEWER EASfMENT-� .---�' "' RIM = 1096.98 S�WER MH #10 SEWER DROP MH #�1 �f13°29'02"W TEMPt7RARY DOUBL.E NET RO�lED 8 iNV. IN - 9011.24 149A0 �F @ S7/�, 25¢99 STA. 26+79 EROSiON CONTROL PRf?DUCTV1�li'H � ex. stream centeri�rie SfLT a� � ./ 8" [NV. OUT = 1002.12 �'�3 2917 E RfM = 1Q3$.$2 R[M =1Q46.53 74% STRAW/30% COCONUT FIBEt�, eac. 25' Stream bufFer FENCE p_ 24°21'59° Li. � � rt PLAN VIE1�/ � ex. stream i:op o# bank (TYP•} 8 1NV. IN = 4Q30.81 8 1PlV. !N =1040.23 IVIATRIX ON DISTURBED CHANNEL � sp iNV. ouT= �aso.s� s° �r�v. ouT= �oa?.� SCALE: 1" = 50! SLOPES { T YP.} �/ BYPASS PUIUIPING REt�UtRED AT STREAtVI CROSSiNG �_� p�21'58° RT. t� = 26°27'00" LT. SEE DETAIL SNEET D-2 / i .�� � ' � u, � �' � '' � ! � 1 � � g ..F w 8" PVC SQR 35 N�R @ 13.14% ) ! ��vi� ����-r,��� sEw�� �to-rE�: 1. ALL 8" GRAVITY SANtTARY SEWEftS �HALI BE 8" SDR 35 PVG PIPE UNLESS OTHERWISE SPECIFIED. 2. ALL 8" PVC GRA\/iTY SANITARY SEV�E�BS SHALL HAVE 3' MINIMUM COWER. 3. MAtNTAit� A iIAINiNtUM VERTfCAL SE1��4�ATIflIV OF 24" FOR 8" PVC �RA�VlTY SANITARY SEWERS CROSSING UIVDER STORM Df�R�lVAGE PIPES OR �ERR�US PtPE PViUST BE SPECIFIED FOR 90' EACH SIDE t'�F ST�€�I DRAINAGE PtPE. 4. MAINTAII� A M(NIi1�UM VERl'lCAL SEPA�tATIQRI QF 18° FOR 8" PVC GRAVIIY SANITARY SEVVERS CROSSING UNDER EXlST(NG 4�A1'ER MAIIVS AND AT ALL OTHER EXISTING UTILITIES. 5. ALL 8" FVC GRA�/f1Y SAN(TARY SEVV'E:RS SHALL BE BEDDED 1MTH #67 STONE 6" BEL(?W PtP� Ai�1D TO PIP� Si�RINGL.lNE. AC?DfT�O?VAL BEDDING REQUIRED WHEN 1N ROCK. SEE BEDDING DETAiLS. 6. C�NTRACTOR MAY MAKE FlELD AD.�U�TMENTS TO TIiE LOCATtOfV AND/C?R PRUFILE OF TFiE GRAVtTY SANITARY SEVVERS AND �JANHQLES QNLY AFfER CON�ULTATION WITH THE ENGINEER. 7. ALL 8" GRAVITY SANITARY S�WERS 81-�4LL BE TESTED AND CERTIFIED BY THE ENGINEER AND TH� T�VVnI OF NQRTH �"�LKESBORO PR[OR TO COAINECTIQN TO EXlSTING SAiVITARY SEVIIER L!►VE>. 8. ALL EXCAVATION, GRAVtTY L}IVE, FQ�P,�E MAIN & VVETWELL 1S GLASSIFIED AS ROCK EXCAVATION. SEE SPECfFICATIONS Al�iid �iD FOROIA. �OiV�TRIJ�T��RI �i�T'E�: 1. CO�I�'OUR INTERVAL = 2'. 2. ALL EROSION CCiNTROL FABREC SHi4,L�L BE lNSI"ALLED IN STRtCT ACCORDANCE 1MTH MANUFACTURER'S GUICIELINES. 3. 1F COIVTRACTOR WiSHES TO USE A4� E�?OStON CONTROL FABRIC OTHER THAN WHAT tS SPEC1FIE0, PRIOR APPROVAL NiUST BE GRANTED BY THE ENGINEER. CO�lSTFitJCiiC�N �Et�ilENCEJ�ROSI(,IV CONTROI. N�'3�ES: 1. CALL 8'i 1 TO LOCA7'� ,4LL UNDERGRO!UBVD UTiUTIES PRIOR Ta ANY LAND DISTURBlNG ACTIVI7Y. 2. CONTACT THE I�CDENR tAND QUALtTY SECTION I�T (336� 771-50QQ BEFORE ANY LAND DtSTURBING ACT1VITiES SEGIN. 3. tNSTRLi. TENIPORAEZY StLT.F�NCE, DiT�H WATTLES, StLT FENCE WATTLE BREAKS AND ROCK PIPE lNLET PROT�CTION INB.,ET PROTECTEON AS SHOWN t7N THE APPROVED PLA�I IN THE VICINITY OF T�iE DAY'S PLANNED WOf�K PRt4R TO COMiVtENCEMEhl�' OF Af+lg' L.AIVD DfSTUV4.BING ACTIVITY. 4. Ai..L OPEN PIPE TREN�HES SHALL BE BACKFIILED QAdLY. THE PJPE TRENCM ADJACENT i0 Ti1E UN(�A�IED TRIBUTA6��f TO THE YAQKIN RIVER SHALL BE BACiCF1LLED IMMEDtATELY AFTER THE tNST'ALLATIC�N' OF EACH JO(NT OF THE GRAViT( SANITARY SEViIER PIPE. 5. ONCE �AClCFILl.ING iS COMPLETE, S�ED AND MULCH ALL DISTURBED AREAS IN ACCORDA,NC� 1tVIT�I iHE STA�ILi714TIO�C i1MEFRAMES AND SEEDiNG SP�CIFICATIONS SHOWN Oht S4i��T D-3. THE P(PE TREfV�N ADJACENT TO THE UNNAIVIED' TRIBUTARY TC? THE YADKIA! RIVIER SHALL B� SEEDEd �i;l�L� MULCHED DAILY AFTER THE BACKFILLlNG IS COMPLETE. ALL APPLICABLE EROStO�� C0�ITROL MF.�4,SURES SHALL BE 1VIAENTAINED UNTIL STABLE PERMANENT GROUND C0�/ER NAS BEEN ESTABLISHED. 6. TEMPORAfiY EROSION COIvITROL ME�i�URES SHALL BE ItVSPECTED 1NEEKLY AND AFi'�I� EVERI' ftAIN STORM. REPAIR IM6��EDIATELY ANY DAMAGE g0 EROSt�N CONTROL MEASUR�S. REIUIUVE SEDIME(NT FROM ERQSIUN Ct�NTRQL M�ASURES WHEPI THEY,�RE HAL� FULL. 7. ONCE STAB�E PERMANENT GR4UN� COVER 15 ESiRBLiSHED, TEMPC�iRARY EROSION GOIV�'RfJL MEASURES MAY B� �EM+C3VED. Be4RE SOIL AREA.S REMAItV#NG IN DlTCHES AND OTHER ARE,4S AFTER THE REMOVAL OF TEI11iPQRARY EROSION CfJNTRt�L MEASiJRES SHALL BE lMME[�1ATELY SEEDED AND MULCHED IN ACCORDANCE 1IVITH THE SEEDtNG SPEG��lCATIONS �i�! SHEET D-3. 8. CREEtt CRC�S�It�tG STA. 21+70 TO STi4. �2+6d, CREEK CROSSES BEDROCK AT THIS LO�ATlt3N. E€�IJIPt�i�(VT CVl�►Y CROSS STE��AM ABOVE OR BEI�OW SEWER CROSSING DIRECTLY ON BEDRf?CK. REMOVE �NY LOOSE BOULDERS AT EXACT CROSSlNG LOCAT6�N. PLAGE 24'" 9tVIDE X 12' LONG E�LTER �ABRiC ON �,4�H STt�EANf EtV18�4i�tKMEIVT,�,i �R�SSING l.00AT(ON6 BUT NOT 1N ST'REAM: PLACE 12" RIP-RAP OtV Tt?P O� FABRiC. PLACE 3"'-4" BALLAST S7�3NE ON TOP OF RIP-f4AP. COMPLETELY RE�►iOVE ALL STO�tE t4PID FABRIC UPON COMpLET10N COF PR4JECT. tJqj�li 1� � �.*`� ' � � ' � � ' � .''.y,�, � � � � •Q � a �,r = ° A c r• �� : � �,�4„8 a =` % a ����'°��G���� � �'��„��a �i�'��' fs'tlA�1�1����R�a, FOR REGULATORY REVIEW ONLY .............................. ............................... ...•".....'....'.. .....� ....... .. ......... . �.. .... '�'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.".'.'.'.'.'.'. . N'.". .' ..�;:.:.:�:���:.:.�.:,�.:.�� :.:.:.:.:.:.:�:�:�:�:v;��: ........................�z.:�. . .... ........ ... .. .�.. � �. �-..,._. �.� o.��. .�.�.�.� � ���m���� •�� � � � Q ��� � .: '��'. N. .... � ..:..�:.� ..�.x . ..' ' . �,,.. �.'.... o •...�. .... . .. . ieM y .�.�.�.�:�.o_a.�.,., .:...,.; � � .�.;..a:.:.... ..... 'c� Q ',�.�.�.��•.•.',�.�. .�'.a�.;: d '.'.'.'.'.'.'.'.'.'� .". .'. C� U ...'. . .' '.'.'.',. . . , . l , , , ,�,�, T ,�, ... ......m .. .. , �... � � � m� �. j: ;: ��� �. .. z� �v, w . ..,:.... �.�,�.�.�, .�• ' . . ..:,:. � ,;,,.�.:. . J. I ,.:.,..: � � ......,...�.....:. .,�...,.:.. ,� N ...,.,.....a....a �.�.�.�:-. G •� �, . , . . . .: : �� .� Q;. . '.,.. . � /�� � : .:,.e. �:.�.,.�. .. �.... �l . ..N... .�. .'.�. � �:•:�;�� v �•'�'� ... ♦ �i �`,:::.�z.�-. �M. �. . . , . . .�.�.�iv. ....:..... •.•. .�.Q ��. •. �. . �.c�.',:: ... . .�.a, .�. .' . . . . . . . . . . . . . . .�.�.�.� m. � .�.�.�.�.-.�.�.�. .�.�.�. .�. .°.�.�.•.�.�.�. .-m. �. . ..''..''.' .'.•.'.'.r.`...,.......•.....a..... -� � ,� -� • � i � � � -+ -i � ! ..� � � � � � � • � �, �� � � . �� r � i � -.f � ,r r .K �. � � . s � . � • , ., �► . � �r r ,i ,a f DATE: ti-05-f3 DRWN. 8Y: EGT CHKD. BY: 11�SA PROJECt NUtdBER ea�o�a.3 �..�. _...__...,. ORAWING Nd. SHEET NO. PP-2 4 OF 1 � NPDES & SELF INSPEC?'ION REQ�JIREMEiVTS: , 1. THIS PR03ECT REQUIRES COMPLtANCE 1MTH ALL CONDITiOIVS OF i F�IE GENER,�L NPDES STORMWATER PERMlT TO DtSCHARGE STORfl1lWATER UNDER THE N�?[ONAL POLLUTANT DISC�iARCE � ELIMINAT[ON SYSTEM {PERMIT # NC6 01 Q00}. ANY PERMIT NON GOMP'LIANCE IS A VIOLATION OF THE C[.FEAN WATER ACi AND MAY REQUIRE ENFORCEMENT AG770N BY N��ENR. tNFORMAT10�1 AN ., REGARDING iVCG010000 CAN BE �OUND AT: HTTP:f/PORTAL. NCDEN R.ORG/WEB/�NYJIWS/SU/CONSTRUGTION 2. CONTRACTOR SHALL BE RESPONStBLE FOR MAfNTA1NINC A WEEi6��' SEDIMENTATION AND EROStON CONTROL tNSPECTfON �EPORT TO BE MADE AVAILABLE UPE?N REQUEST. THE iNSPECilt�td REPORT SHAE.L BE PREPARED IN STRICT ACCORDANCE 1MTN NPDE$ G�NERAL PERIU11T NCG010000, 3. THE OV1iNER fS RESPONStBLE 1=0R IMPLEMENTAT(ON OF A SELF {[�S�ECTION PROGRAM PER NCDENR - LAND QUALITY SEC7t01�1. A S6l.F IfVSPECTiON REPORT FOR��1 CAN BE FOUND AT: HTTP:!ltMMN. NCDE�R. GOVtWEBR.R/EROSION 5 �� �� '°� ,� �� � �' � � � ex. 8" �,:nstary 5ewer @ I .68% ex, saniiary sewer manhole a" '� ��� � r�m = I 021 .19 �° _� 8" mv. �n =) � 1 I.34 �°� ��„ 8" mv. out = I Q I I. 2 9 �' '� � �� SANlTARY SEVVER FC��CE IIIIP�IfV t�OTES: � � � � � � � � 1. ALL SANlTARY SEWER FtJRCE MAI#VS SNALL BE 4° C-900 PVC PIPE tJNLE:�S OTHERWISE SPEC6FIED. 2. ALL 4" PVC SANITARY SEWER FORCE MAINS SHALL HAVE 3' MINIA�UM �OVER. 3. MAINTAtN A M[NIMUM VERT(CAL ShPARATION.OF 24" FOR 4" P�/C SANiTA,RY S€WER FORCE MAiNS CROSSiNG OVERNNDER STORM DRr41NRGE PtPES OR FERROUS PiPE MUST BE SPECIFIED F(�R �40' EACH SIDE OF 5Tt3RM �RAiNAGE P1PE. 4. MAINTAIN A MINlMUM VERT(CAL SFPARATION OF 18" FOR 4" PVC SANI�,�Y SEVVER FORCE �flAaINS CROSSiNG UNDER EXISTI(VG WATER MAtNS AND AT ALL OTHER EXISTINC� l91'lLiTIES. 5. ALL 4" PVC SANiTARY SEWER FORCE MAiNS SHALL BE BEEiDED 1NfTH �a� STONE Tt3 PIPE SPRiNGLf[�E. 6. CONTRACTOR MAY MAKE FIELD A[7JUSTMENFS TO THE LOCATI()N AN��t�R PRO�ILE OF THE BAf�ITARY SEUVER FORCE MAfN ONLY AFTER C(�NSULTATlON WlTH 7HE ENGfNEER. 7. ALL 4" SANfTARY SEVIIER FORCE N�AINS SHALL BE TESTED AND CERTlF�1 ED BY THE ENGINEER AfdD THE Tf)WN OF NORTH WILKESBORO PR1C►R TO PLACING tN SERVIC�. ��iVSiRUGT���V SE�UENCE/ER�SI�N ��NTR�L �c�TES: 1. CALL 811 TO LOCAIE ALL UPlDERGROUND tlTIL(itES PRiOR T'O ANY i..�i(^�D DtSTURBING ACT1V1TY, 2. CONTACT TH� NCDE(VR LAND QUALtTY SECTlON AT (336) 771-5000 �E��RE ANl( I.AND D15TURBING ACTtViTtES BEGIN. 3.1NSTALL TEMPOR�RY SILT FENCE, DBTCH WATCLES, SILT FENCE WAI�� BREAKS AND ROCK PIPE INl.ET PROTECTI4N INL�T PROTEGTIt?N AS SHQWN ON THE APPRQVED PLAPI IN THE VtC1N1iY (�F Th1E DAY'S TPIAidNED WORK PRIOR TO COMME�[�EMENT UF ANY LAND DISTURBING ACT{VfTY. 4. ALL OPEN PIPE TRENCtiES SHALL BE BACKFILLED DAILY. TtiE P{PE Tf�,�IVCH ADJACENT TO THE UNNAMED TRIBUTARY TO THE YADiCIN RIVER SHALL BE BACKFILLECl iM11�EQlATELY AFTER THE !(VSTALLATION OF EACH JOI(VT OF THE GRAVI� SANITARY SEWER PIPE. 5. ONCE BACKFILL[!VG iS COIViPLETE, SEED AND NlllLCFd ALL DISTURBED ,,�REAS IN ACCORDANCE WITH THE STABILIZATION TiN9EFRAMEB AND SEEDffdG SPEGlFICATIONS SH4WN ON SHEET 4�-3. THE P1PE TRENCH ADJACEM' TO THE UNNAMED'7f'�iIBUTARY TO THE YADK1id RIVER SHALL BE SEEDEG AND MllLCHED DAILY AFTER THE �ACKF1LLIhtG iS COMPLETE. ALL APNLtCA�LE ER4SfON CONTROL NI�ASURES SHALL �,� MAINTAtNED UNTIL STABLE PERMANENT GROUND CC}VER HA5 BEEN ESTABLiSHED. 6. T�MPORARY EROSiON CONTROL MEASURES SHAlL �E lNSPECTED V���KL.Y AND A�'fER EVERY RAI�N STORM. REPAfR (MNIEDIATELY AA�!!Y DAMAGE TO ERQSION Ct�NTROE. MEASURES. REIVI4VE aEDINfENT FROM EROSION CONI'ROL MEASURES �����-fEN THEY ARE HALF FULI.. 7. ONCE STABLE PERMANENT GROUND COVER IS ESTABLISHED, TEMPGIR�4RY EROSFAN CONTROL MEASURES MAY BE REMOVED. BARE SOtL AREHS REMAINING fN DlTCHES AND OTHER AREAS AFTER THE REMOVAL C1F TEfi�PORARY EROSION GO��Vi�"ROL MEASURES SHALL BE IMMEC?iAiELY SEEDED }1ND iUIULCHED fN ACCQRDANCE 1NfTH THE �E�DING SPECIFICATIf�l�� OP! SHEET D-3. ex. sanitary sevver manhole sta. I 0+00 r�m = i 027.35 8" �nv. m={ O 18. f O 8" tnv. out = I 018.05 4" lNV. fN = 1020.05 , i� _ �rJ°�a`�d" L.T. Ox r O� °-- -'-- �- - Town of North W�Ikesboro 31LT FEi�lCE {TYP.} Pm 3889- I 3-0527 4" SEWER FORCE MAiN, iJITCH VIIATTLE {TYP.) 600k 799, Page 363 PVC C-900 {TYP.} f(VSTALL EVERY 2Q' IN DITCI-i {EXCEPT WHERE O7%dERWlSE � NOTED'IN PROFILE) ex. I 5" mv. _,l O! 6.9 ! ex. gravei dr��.F�eway � DlTCH WATTLE {TYR;} ex. ! 5" cm� iNSTALL EVERY 20` ��,i �, r DIT�'F� WATRE (TYP.) iN DtTCH � II�S��LL EVERY 20' iN DiTGH 1 ^_ � . � . -,..°`-_ _ _ � `--4„ � 45° f-IORIZ. ELL _`'�--~��. S�A. 10�07.$2 �' ex. 15" mv. = 984. i0 � � � �. dirt drive ' � �� � ex. ! 5" cmp � j'�;'; , ,� '_��,,��p ex. telephone pedestal y � � � � � { t, 3 �� �0 1 � �-t t , � �' � I ! 4 � -,..°..'`-- `, o .�, , � - � ,... � ,� � �` ` . ex. I 5" ins,�,. = 1 O! 4.41 �"`''---.. ,` 1 ' 1 1 \ � \ � � i '--ROCK PiPE lNl:�:�6 PROTECT#O(� (TYP.) �'''"--- - .- _ ,,.,.--�'` � ex. I 5" �nv. = 987. ! 0 PLAIV ViEV'V L7CliL�. i �t � ��� COIVSTRU�TI4N NOTES: 1. CONTOUR if�lTERVAL = 2'. Z. Ai.l. ERCISI(,�N GO�(TROL FABRIC SHAL� SE (6VS3'ALLED IN STRECT ACCC?RDANCE 1MTH MANU�ACTURER'S GUIDELINES. 3. IF CONTRACTOR iMSHES TO USE AN ��4SION COIVTROL FABRtC OTHER THAN WHAT IS SPECtFtE[?, PRIt�R APPROVAL MUST BE GR,4NTED BY T!-tE ENGINEER. aPproximate tocatoo� ex, property line l � ��������"-��"'���"����•����"•"� � � :.:.:.:.:.:..::.:.:.:.:.:.:.�...:,..:..,..: � r �. tS' �,�• .,.. �....... �' �' �y :: : : . : : : . : . . : : � ��.�;�.�.�.�:�: �-:�..... ...... .. .... . . .. � � .� . . . . . . . . . . . . . . . .� c� �,. � ��� � :;::;:.'.'.:..'...:...: �.:.�... . .: . . .�. z. ao. _ � . , .��. .. � :;�. �' � i Sa :.: . . �, N.. Matthew Br�an Minton ;� . . . . . � �o �co. Pm 38�89- ! O- t 977 �, :�.. ° o�°� /� ..:...,. :....: .o�. .��.�.. Book 767 Pa e �7 � / . . . . . . . . °D , g 3 /� ,. ��� � .-...,... . � Q ' . .-.., �, v , ��q, ,, :.: '.:.. � � ......:.�p..:. . . . . � � . , '� , '.:.:-, w O ... �- % / � / . � . . . . �.� � ���� � .�.�.�.�. � �` .�.�:�:� a'.:;:�:. ��/�`� i �� � .'.' .'. ,� � ,... _.... �.��` .�.�.�.�. � � �.�; �: � ,,�-'' .�.�..�. � ...�. ����` ' .:::::�: � ° :�:�:�:�:�:�:�:�:� � % . .... � ......r . � . / ; . " I �.�..:..�.Q. approx�mate lacat�on Poliy Foster Cai{ , ex. properf,y Iane � Pin 3859- f i-03 I 5 � Book I 076, Page 077 \ � -,�� . i . . �? . . ,�2;p � i � � DITCH ��iTTLE (IYP.I ; �. . .� . 'A � ex, stream c�nterl�ne `� �x. gravel dr�ve / '� tNSTALL �1/�RY 100' IN DITCH � ! , . '����'� � D.t << �\ ex. I 8° crtip�� �-. . �.. t� � aPPrnx�rnate location \ex. 42° tree � 6� � ; . . ` ` ,�.���.�.� a� � vl ex. property G»e i ...� .. � � 1e � �' /� , ex. telephon� pedegta! .. �.'.tn.�.� 0 � ''� ex. 48 mv. � 948.43 � 1�. �� � � . .�.�.�. .....• � . �. . •. .�. . , ^,. . � . a-�� . ... .. � � �! � �'.'.� :�:�::.... ex. ! 8" tnv. = 956.9Q N ������ �N �`� = � � J � � -- �-ii-- � � >°/,.. r ,, a`� - v "'Z� . � ,, , � � �.%��'� � � . 'r ex. 18° rnv. = 95&.68 �:�:-:�: � ".�.�..�.�..•.' , � � �/ � D[TGH WAiTLE (TYP.} � � . ,�` /e3S. �i�.J'° Cnlf7 � �� � - `-SIlT FENCE WflTfLE BREAK (TYP.) �� � INSTALL EVERY 1 pp' QF SiL'T FENCE .�- � -ex. ditch centerl�ne (typ .� GRADE DiTCH GHANNEL TO MATCH EXISI"!NG CRqSS-SECTiON 8� INSTALL TEMPOf7ARY DOUBLE NET ROLLE� EROStON CONTRO� PRODU�T WITH 70°k STRAWl30% COC�NUT FIBER MATRlX 4N DiSTURBED CHANNEL SLOPE'S (TYP.) . :.:.;.:. c�t � ....-'..�.�'..�" �.�.�.�. °� (�j ....... .�.�.�. � °^- • � •� � � ,.�.�.�. '� v � .�. .,.. �.. . .. �.... � ' . . . � . . . . .�.�.�_- � '.�.�.� c? ��•�- .,•..-. � ::.:.;�•�Z�.°�'�. .M. �. . �, �. �. .... .. pi.kh I �EDI11�E�ITAT�t�1� & _�ROS�OP� C'(JNTRQL LEGEND � �� LiMfT� Q� DiSTURBANCE = 3A0 AC. --X X- StL�` F�NCE DtT�.I� 1NATi�� -X X- SILT F�NCE WATTLE BREAiC ROGf� PfPE iNLET PR4TE�i°ION i o4� � �: _ .�,� ;, � o��o � m �. � -N -_.__ --- . � o �-_ � - � �► ; 103U-:� x _ � _ u� a� � ,; -�0�0 i t � �'_` . . �� . . . . . _ \ � ;: . � � . . . �. '^+"" (' � � � . . � . �i 102C) � `��.,___..._____ << ` ex. ground profEle ' 1020 e � � ,` � � � � ex. 8° anatary sewer �� -�a \ ` � 101U- � � ¢ II't� � _ . 1�����0 O: �a � � �' .� t .�. -� � � 1 ooC►- - � .. -1 Q�O�} \ - '1250 LF � 4' C-900 PVC SEWER FO CE MAltd � t�? 99C� 3' �lliN. �OVER (TYP'.) 99�0 -`..- - LLi � �.' � .-.J' 9$� � � � -9E�a '`� _ _: \ . H �._._.. ---- � 970 ``'• � � � � -9Z� . � : .,,� � ` ---_. 960 ._._..._� ---_. __,_ "'- --- -_._ ,.. -- __._. � 9�� 950 � -950 8.9' SEPARATiON {7YP.) m' o s�� +�� � � m . -9�� � N�� � 930 16+Op 17+Q0 18�00 19+00 20+00 21+OQ -- 2+QO 90+00 11+00 . 12+flQ 13+00 14�+00 15+��� � ,-9�� �.� - . . + ! ' � � , �. r / ���i `��, e, �' ,(9 /� � e �, 'L =� �Rtr . �� �$� ''� �° �' %s 1 � �%'�'S" � °ti�'l�{.��Q� ..� `fj�'�,F�° • m , �� �'�'�Sir i�c4��� FOR REGULATORY REYIEW ONLY 0 . . . . . . ,�. h. . . .', C?, y,� ... ,.�.�,. �.�..� ... . ............�.�.�. � � ....................... x �.. .�.�. . . �,m.•.•; .'.'.�.�.�.'.�..�.�.�. .. ..�.. .. .�� ��..4.�.�. 1 � • "� ,• � ~` � i � . . � � 1 , ,s � �r ' �; i ;� �- i �� S 1 � �; � r i � . � � � � i �. �' � � i � .i . -+t, S ! s � . �' r ' . DATE: �f-U5-13 UR4wV. 8Y. El;F GMKD. BY MSA PROJECT NUMBER B93�12.3 -.� .��.e oaaw�rvc Na. sr�r �o. PP--3 5 OF i 4 NPDES & SELF INSPEt�TlOhl REQUIREMEN°�S: 1. THIS PROJECT R�QUIRES COMPLIANCE W(TH ALL GONDiT10MS 0� �HE GEhdEF�AL IVPDE s ST�RMWATER PERMIT TO DIS�HARGE STOR�I[WA7ER UNDER THE �Tt�Jt�AL POLLUTANT DISCF;ARGE EUM[NATION SYST�M (PERMIT # IdCG 01000). ANY PERMIT 1VON CO�i:PLiANCE IS 1� VfOL�ATiQPJ OF THE CLEAN WATER ACT AND MAY E2EQUIRE ENFORCEMENT ACl'ION BY t��CDEM1lR. IN�ORfUtATIOt� R�GARDiNG NCG01Q000 CAN 8� �OUND AT: HTTP:!/RORTAL. NCDENR.ORG/�NEB/WQ/WSfSU/CONSTRUCTI ON INE 2, CONTRACTOR SHALL BE RESPONSiBLE F�R MAINTAlNING A WE�LY SEDiME(VTA��IUN AN� EROSION CONTROL INSPECTIGN REPDiZT TO BE MADE AVAILASLE UP�iV REQUEST.ATF-I� IIVSPECTIOP� REPORT SHALL BE PREPARED 1N STRICT ACCORDANCE 1tV!'fH NPDE� �ENERAL P�RiV11T' Rt�G010000. 3. THE OWNER IS RESPONSISLE Ft�R tMPLEMENTATION OF A SELF Z��SRECTlOPI PRt3Gt�M PER NCDENR - LAND flUALfTY SECTIOIV. A SELF INSPECTIOM REPORT FQ�t�9Ul CAN BE FOUND AT: HTi'P:!l1JWVW.NCDENR.GOV/WEB/LR/EROSiON SEDiMENTATlOt� & EI���IQR� COf�TF�OL LEGEIVQ �; �� L[MITS 4� DtSTURBANCE = 3.Q0 AC. -X X- StLT FENCE DITCH WP►TT!_E ---X X- SlLT FENCE tNATFLE BREAK ROCK PIPE II�dLET PROTECTION approximate Iocat�on ex. pro�erty 4" SEWER FORCE MAiN, PVC C-900 (iYP.) (EXCEPT WHER� OTHERWISE NOTED IN PROFICE) Potly �oster Cali Pm 3889- t I-03 I 5 Book i 076, Page 077 �..p` �� . '�• �.-� �� ;-�• � t'� � �� xs O ex. � 5" �nv. = 957. f O ex. d�rt dr►ve e�c. f 5" cm� ex. ! �" �nv. = 956.00 ex. te�ephone pedeatal \ � � !/ / / �. / / i i � ��v i i / / i DITCH WATTLE (IYP.) (NSTALL EVERY 100' IN DI�'CH Town of North Wdke����ro P�n 3889= I 3-05 �:7 Book 799, Page 3 �3 .�2ct�j� DtTCH WATTLE FTYP.) �0 �5'� lNSTALL EVER�r° �E1' �� IN DITCH fl � ����� ex. stream ------� , centerbne � �•p � ex. grated �niei '� G� � I �" �nv. = 947.86��° �• � �, ex. i 8" emp�` �2� �.�� , � _�. �.� �`.� �-.--'� '' � � �,%� � .� r �', i j.�.�-J`� . � ,� - i i' �%/� i ex. d►tch center{me / / ��,� �ls / � "`�„f � i r � i � /�%/ : �� �i � �-� � '' DiTCH WATt'LE (TYP.) �''�� !�lSTALL EVERY 10Q' IN DETCH , �, / . �%�� f � / �/ / i r PiPE INLET PROTECTfON (TYP.) DfTCH WATTLE (TYP.) 1NSTALL EVERY 100' IN DfTCH / ; i� � �� i �.,-s' ` �. / �, i�` ..` =-�' -° � � .-- � ,�., � - .� � Q� � � � � ' •'¢ ; 4� � f � � '� G��U '. .-� - .� /� .�i '. ^� r� ` ��' �� I� , � �`��� r� �� ,.._ ,,,,. ,�. . � ,. �P /�/. � � � ��� ���� ,�� � �� � � � ���'' � � �� � � ,�.�-''�ex. drop �nfet � top = 95 I .40 �. I 8" . mv. = 945 .60 ex. 18� cmp -DtTCH WATTLE ('i'YP.) INSTALL EVERY 30' [N D17CH . ,. .� ; ' � ex. gravel ex, telephone pedesia�- �� � � ..� -- '..,.r'� �`���,,�- -� !�'� �..' �: r `� � . . ��� ,►� � ' ;.. ��"„' ,� + ,.,�'',.. ,�,,,�== ��''"�� �� _ � ` � � ' - � �-�--_ .. = � � --�''� � �.��" � J / � „�,.--�'�ex. I 5° �nv. = 956.32 �. '" ex. ! 5" cmp- ./''� ex. ! 5" mv. = 95�.33 �' ex. dttch center4ine (typ ) GRADE �l3CH CFiANNEL Tt7 MATCH EX1ST(�[G CROSS,.SECTION & INSTALL TEMPORARY DOUBLE NET. ROLLED EROSIpN CQNTROL PROQtJCT WITH 70% STRAW130% COCONUT F'l�ER MATRIX ON DtSTURBED Ct�ANNEL SLOPES (TYP.j ��(�_r:i•�.'�-��T:��►�:,i(��`�����'�i 1. ALL SANITARY SEWEFt FORCE MAINS SHALL BE 4" C-900 PVC PIPE UNLESS OTHERWISE SPECIFiED. 2. ALL 4" PVC SANITARY SEWER FORCE tV1AtNS SHALL HAVE 3' MINtIVIUiVI COVER, 3. MAINTAlN A MINiMUM VERTtCAL SEPAFtAT10N OF 24" FOR 4" PVC SANITARY SEWER FORCE MAlNS CRdSSfNG OVER/UNDER STORM DRAINAGE PiPES OR FERROUS PIPE MUST BE SPECI�('ED FOR 't�' �ACH SlDE OF S3�RM DRA[NAGE PIRE. 4. MAINTAiPi A tVtiNlMUM VERTIGAL SEPARATI�N OF 98" FOR 4" PVC SANITP►RY SEVUER ��RCE �11AiNS CRO�SIiVG UNDER EXiSTING WATER MA1NS AND AT ALL OTHER EXISTIING !?TILITIES. 5. ALL 4° PVC SANITARY SEWER FOR�E MAINS SHAL� BE BEDDED 1/1IITH #67 STONE TQ p�p� SPR3NGL#NE. 6. COMTRACTOR MAY (�AKE FEELD ADJUSTMENTS TO THE LOCATI�6V A►ND/OR PROFIL� OF TNE SRNiTARY SEWER F'ORCE MAIN QNLY AFT'ER CONSULTATiON WITM THIE ENGIiVEER. 7. ALL 4" SANITARY SEINER FORCE MAI�iS SHALL BE TESTED AI�ID CERTtFtED BY THE �NG[NEER AND THE TOWN OF NORTH WILKESBORO PR10R TO PLAClNG IN SERVICE. CONSTF�UCi"I�N i�OiES: 1. CONTOUR IIV�'ERW/§L = 2'. 2. ALL EROSIO(V GOt�iTROI FABRiC SHALL HE INST/�L�.ED iM1f STRlCl' ACC�RDANCE VVITH MANUFACTURER`S GUIDELINES. 3.1F CONTRACTOR WISHES TO USE AN EROSIOtV CD�iTROL FABRIC OTHER THA(� WHAT iS SPECIFIED, PR10R APPROVAL MUST BE GR/�NTED ��' THE ENGINEER. �t?iVSTRC��TI�IV SEC�UENCEIERpS#C�[� Ct3NTROL �IOTES: 1. CALL ��1 T� LOCATE ALL UtVDERGROUND t1TILIT[E� PRIOR TCl ANY LANQ DiSTURBiNG ACi'tVIlY. 2. COi�lTACi' THE NCDEf�R LAND QUALI'['Y SECTi01U A� (336) 771-50Q0 B�FORE AtVY �.ANI� DISTURBIiVG,4GTiVl'i'IES �EGIt�. 3. 11�3TALL TEN1POf2�4PZY SILT �ENCE, DiTCH 1NI�T!'L��, SILF FENCE WAi'1"LE BREAKS A1VD ROCK PIPE INLET PROT�CTIOiV iNLET PRQTECTt�N AS SFi�VVt�! ON THE APPROVEQ PLAh! IIV THE VIClNIIY OF TH� DAY'� �'LA�IYt�ED VV�R6t P'Rli3R TO COMMEf�C��1VIENT OF AIVY LAND DiSTUC%BiNG ACTfViTY. 4. ALL OPEEV PI6�E TFiEfVCH�S SHA[.L �E �3PsCKFILLED DAtLY. THE PIPE TRENCH ADJ,ACENT 70 THE UNNAMED iRt�UiARY TO °fF�IE YAD'KI�! RNER SH,4l� BE BACKFILLED lMMEQIATELY AFTER THE tNSTALLATtON O� EACH J�[iV1' OF THE GRAV(TY SA�I�1'ARY BEWER PIP�. 5. �NCE BACKFiLLING [S COMPLETE, 3EED AND MU'L�H R►CL DISTURBED AREAS tN ACCORDANCE 1MTH THE ST'ABILlZATIOP� TII�EFR,4MES AND SEEDIE�� SPECiFICATIONS SHOWN 4N SHEET D-3. iHE PIPE TREiVCH A�JAC�NT" TC? iHE UNNf4,N1ED T�.tB917ARY Tt� 7HE YADKI�I R1VEF� SHALL BE SEEDEQ AND MULGH�D �AILY AFTER THE BACKFtLL:f9dG (S COi1fIPLETE, ALC APPLIGA�LE �ROStON CONTRQ� MEASURES SFiALL �� MAlNTA1NED UNTi� STABLE PERMANENT GROUIVD COVER HAS 'SEEN ESTABUSHED. fi. TEMPORARY EROSi4f� CORiTROI. MEASURES SHAa.L BE INSPECTED WEEKLY AND AF'CER EVERY RAIN STORM. REPAlR tMMEDiATELY ANY DAMAGE 1°C� EROSION C4NTRfJL MEF�SURES. REMOVE SEDIMENT FROfUi EROSION CQNTRaL MEASURES V�'}-3EN THEY ARE HALF FUi.L. 7. 4NGE STABLE P�F�f��.NENT GROflND COVER 9S ��TABUSHED,1'EMPOF�ARY EROS10iY CONTROL MEASURES �RY �E i��M{3V�D. �ARE SOtL AREaS #�:E�t1AINING tN pITCNES AND OTHER fiREAS AFTER THE REM�Vi�L OF i�MPORARY EROSION C��TROL MEASURES SHALL BE l�VtMEDIATELY SEEDED AND �1tULCHED IN ACCORDANCE WITH TH� �EEDING SPECf�iCAT60NS ON SHEET D-3. 990- -99Q 980- -98Q � � � � � � + . � N ti') N M 970- � . . -97� � ex. ground profife � � � 3' �Itl , CC3VER (TY .j {%� 20 L� � 4" D.I. CLA�S 5D 960- ___. � - - - ` ^ y SEWER FORC3� MAIN .--. � -96� � �T_ _a_� ..� ` � ..-.._.� ��.f. � ._.,_�____ .. .. . ..._. �- ___..._ Z" "_ �.�' `_ .__�._�_ __�. .�-.�. ....--� . � J- - �. .�_ � �.._ -- .. � . � ...i 95t}- ..:..,., � _, ___.__^ -95� n V 56$ LF � 4" C-900 PVC :''�' � 712 LF � 4" C-9Q0 PVC � � SEINER FQ CE MAIN � �� SEWER FO CE MAiN � � � N � � �V ----- --_M._-------- 940 21.5" SEP TiOi� (TYP.j ._� o_ 1n __ -g�,� �? �_ �! � -� -v-- � � � i- �t � - . � v,axi= 830-,. 23+d0 24+00 26�-t?0 26+00 27+00 2$+0(C- 29+00 3Q-�00 3'i+QO 32+OQ . 33+Ob 3�4+Q0 �5+Q� -93(& .. � . , , � � i' • ' ' / ° :@'�� . � : 9 ,q t �. - °,���,, �. � 1S8 �! r���y,9 •�;'G/}� �� i�sFf/�r���� FOR REGUtATORY REVfEW ONLY .................. .............................. ....................... :.......:...:.....:. .............:...:........ :��.'.... .......................�.... :::::::::: ::::::::::::::::::: :::::�:;:�:::;:�: : N . :;:: .:... .:. .:.:...e.,...:.:._. .,...;.,.:: ...:.�. :U: �;�;. .......................... �.�. . ..:::�,`�r:.e.�; . ,�ia,. p'. ...2p'N�'. . .'.'.'.. .' O.' N. ..... m.... .�.'.�.�.-. a . . . . ,,_„ .......... � �c :�:�:.. �:�: . . . . . . s � .'.�. ' . o�: � �X .'. . �....,..... � � . ... . . o.. .. '.....•... � � ....., .�Q.� ;. . . . . . . 61i . . .�. o.�.�. .;.:.: :.: a � � ........... ... ... .'.�.�.�.' � � ;.�.�.�.�..... �.�.�.-.�. � � ..�...-.-.•.�.�. �.. .�.�. � � ... .-.. ,...•. . . '.'.' ' . '.'.' 'R.. , �.� :�.��.�. n's. � ..�•, .. . 't� ,��,�-� . ..�.. .�.�,�. .�.•.�.•.��.� .:.:.:.;.; :,%.:.:.:. .�.:.e. ..... �J •, .. .'.�.�.•.� � .•.° .° :.:.....:.'. e � � .' . .....:.:......... ......-.: � '� .:..,.• . ... :.;.:.;._.' •� � ...:.:.:.�..:.:. .:.:.,...: � � ;...,.�.�•.•.�.�. .�.�.-.�.� � � ����•.�� .�.. ::�:.�: � :...� �. �. ..... .•.����� . . . . . , , . .'.Z.�N.' ..... ...�.�. ..... .....Q. n, � . . . _ .'.'.�.t�.'.=:. . . . . ..'.. h,.' �. ..... ....°,.y . .�.�,�.� �.� .- .�.c�7 '�" .•.�.�.� . . , .. . ..• .�. m .�. ............... . ..... .. . . . ..•.�.�.�. .�. .�Q�. .•:.. �. � ,i • � ~ � :� A � � � � -� � �: � �, �` � � i � i� : � ��. i � � s .s � � �., -.� �' � ": �` � � !, • .� • f � � i . l . � DATE: t!-f3�-13 DRWN. HY: EGT CHKD. BY: M5A PRO�CT NUMBER B13C?12.3 _._._.�., URAWING N0. SFiEfT N0. PP-4 6 4F 14 IVPDE� � SELF INSPE� ;TION REQUIREMEN�S: 1. THIS PROJEGT REQUIRES C�MRLIANCE VUITH ALL CONDlTIONS aF THE GENERAL NPDES STORMWATER PERMIT TO DI�CHARGE ST�RMWATER UNDER TE-�E �VATtONAL POLLUTANT DOSCHARGE E�IMINATION SYSTEM (PERMI�# NGG QiQQO). ANY PERMtT NON ����VIPLIANCE !S A ViOLATtON OF THE CLEAtd WATER ACT AND MAY IREQUiFtE ENFORCEMENT ACTION �Y �fCt7ENR. tNFORNtAT10�! REGARDING NCG010000 CAN f3E FOUND AT: HTTP:J/PORTAL. NCDEtVR.ORG/WEBIINQ/WS/SU/CONSTRUCTION 2. CONTRACTOR SHALL BE R�SFONSIBLE FOR MAtNTAINING A V4'E�KL.Y SEDIM�NTAT90N At�D EROSION CONTROL INSPECTIc�N REPORT TO BE MADE AVAtl.ABLE L9PON 62EQUEST. TH� dNSPECTiON REPORT SHALL BE PREPRRED� (N S7RlCT ACCORDANCE WITH NPCiE� GE{VERAL PERNiIT NCG09 0000. 3. THE OWNER IS RESPONSiBLE FOR iMPLEMENTATiON OF A SELF iNSPECTION PROGR�i PER (dCDENR - LAND QUAi.ITY SECTION. A SELF INSPECTION REPORT F�DRM CAN BE FOUND Ai: HTTP:/(WW .W.NCDENR.GOVMIEBILR/EROSION SEDIMENTATIC,JIV & EFZ�Sit�N CONTRC7L LEC3Ei� � � � F �� LIMITS OF D[STl1RBANCE = 3.00 AC. --x x-- si�-r FEr�cE -X X-- DiTCH WATTLE SILT �ElVCE WATTLE BREAK ROCK PtPE tiNLET PROTECTfON� � ♦ � M. • � ( •. . 'f . Al.� SANITARY SEWER FORCE ,�VfA1NS SHALL BE 4" G-90Q PVC PIPE �:�LESS OTHERWtSE SPECiFIED. 2. ALL 4" PVC SANiTARY SEWUER i=C}RCE MAINS SHALL HAVE 3' MINIlV�G!h� COVER. 3. MAINTAIN A MINtMUM VERi'ICAL SEPARAT1aN OF 24" FOR 4" PVC ��.J�dlTARY SEWER FORCE MAINS CRC35S(NC3 �VERIUNDER STORM DRAINAGE F�IP�S OR FERROUS FIPE MUST BE SPECIF{ED FOR 10' EACH SIDE OF STORM f��P,,�iNAGE PtPE. 4. MAiNTA1N A MINIMUM VERT[CA.L SEPARAiION OF 18" FOR �1" FVC ��ITARY SEWER FORCE MAfNS CROSSING UN�ER EXfSTfNG WATER MAiIVS R�7 AT ALL OTHER EXtSTING UTILfT1ES. 5. ALL 4" PVC SANiTARY SEWER F=ORCE MAINS SHAL� BE BEDDED W['a N#67 STONE TO PIPE SPRtNGLtNE. 6. CONTRACTOR MAY MAKE FIEL� ADJUSTMEIV'TS TO TNE LOCATiON �ND/OR PROFILE OF THE SAN(TARY SEWF_R FORCE MAtN ONLY AF3ER CQNSULTATtON Wli�-i THE ENGtNEER. 7. A1.L 4 SANITARY SEWER FORC�E MAfNS SNALL BE TESTED AND C�E�T(FIE� 1/ BY TtiE ENG(NEER AND THE TOVVIE"N O� (dORTH VV(LKESBORO PRiOR '�0 N PLACf[VG iN SERV[GE. .i ' i • 1. CONTOUR lNTERVAL = 2'. 2. ALL EROSION CONTRO! FABRIC SNA�L BE INSTALLED i� STR[�'T' ACCQRDANCE WiTH MAhlUFR�TURER'S GUIDELINES. 3. tF GO#�TRACTOR WiSHES 1'O USE A�i EROS{ON CONTROL FA�Ri C OTHER THAN WHAT IS SPECIF4�D, PRIOR APPRt?VAL NIUST BE t3RAnli'ED BY THE ENGIt��FR. 4�" SEWER FORCE MAIN, PVC C-900.(IYP.} (EXCEPT WHERE OTHEF�WISE ex. power pole (iy�.) ex. powerlme (�yp.) DITCH 1tVe4TfLE (fYP.) INSTALL EVERY 25' !N NEW DITCH ex. strearn centertme � \ � _��.� �` � - - -, c=�--y 2 SILT FEI�CE (1YP.) i �� < �x. stream top of bank \ � ' - ~�� � ` ''� � � ex. grave( drive--� O 4 eac. ! 8" tnv. = 95�.33 �m�C'�� ex. 24" mv. = 95 ! .�6� O,n � ROCK PIPE INLET PR4TECTION � -o y {n'p.} Di1'CH WATf1E f�'�? � ��2�w 1f�s i GHEVERY20' (/ ( � � i�2� O� / � � ; �� � i'�' � �,� f ,; ` :� , - . .� ' � ,,,�,, � .� �-':,. _.. -' DITCH WATfLE (TYP,) NOTED IN PROFILE) „�� � �-���/ � �---� �r �� � Town �f North tNiikesbara 1NSTALL E"�lERY 100 ---,! �i ,�� �r �� P�n� 3859-33- I 485 IN DITCH --' �', � ,.� B k 9 P 4 t 6 ex. power hne (typ•) ,_ --' =� ' '~� � �� �'� ° a9� I ( ) " -' - % ' ex ditch centerl�r+e ( ) 1 PUMP STATION AND VALVE V,4ULT STA. 1 Q+QO TOP = 969.67 8"' INV. tN = 950.40 4" iNV. OUT = 955.1 i t1= 47°23'16" RT. SEE �ETAtLS ON PLAN SHEET PS-1 & PS 2 ex. 36" tree �REMOVE D1TCH WATRE (�'YP.) INSTALL EVERY 25' iN N�W DtTCH J SEWER MH #1 STA. 10+35 RIM = 960.'16 � 8" INV. !N = 95id.74 � , 8" INV. OUT = 950.54 6 = 36°59'17" LT. � � _._ � 11+00 . - _ � -�---_ _._ � ._.,. rs-��: � � _�::____-- - - : �...-,_ .- �� � i •;e�c. ie6ephone pedes�al -- � ex. ! �" or�v. = 954.6G ex. 24 cmp ��--�._...�ex, 2�m' nnv. = 949.55 p 1� �• �p ex, te{ephone pedestal a,- ',�'� �� � � �- GRADE DETCH CNAN i�(EL Tt� MATGH EJCISTiNG CROSS-SEC�tOfV ex ! 8„ �nv - 95z 25 ��. �..:.,r`'°'; r�-�'� '• ���0� � 8� INSTALL TEMPORARY D4UBt,E PlET ROLLED EROStON ex. i 5" mv. = 953.63 �,,,�: �� � CQIIITROL PRODUCT 1MTH 70% STRAW/30% COCOIVUT FtBER � 5„ ,� , �- - . -� ��� � �/ MATRtX Old DISTURBED CHANNEL aLOPES (TYP.) ex. cmp 1 -��� :.��,,,,• , �� -� ex. f 5° �nv. = 954.08 ri --�" �r �'_' �%-,�^ � '� �•`� �-�-'� F (� ��...----� -' � � ,,� /����,�` / ����e�-d � ,�.. „ � _,..,. �i �„'"..-- approximate iocat�on ex. property hne � �� �'' `� �-- -�' ' y Town of North Wdkesboro � eac, gravel drive ' �� ...---° �� � -- {Q �;� �,;,�-� P�n 3889-13-0527 ex. telephone pedestal ,,,, �i / -� , � - , Book 799, Page 363 �� �,'" �� �' , "'' �"� � _�--- ' ��Q ' � � R --'''�� , , _.. ,.- ..- � � l °ir' � �-- ° �/ / i� �� i ! ,�,. ��� I � � . I�- _�� _ _ � � ,� � �- -'' � I' �� __ -- '' ex. I 8° cmp .r 1 � �. �- , � ' �I -- '" DfTCH WA3TLE (iYP.) � _.. �� '� ` , ' / ` ,�,. ---'"� INSTALL EVERY 5U' fiV DiTCH '� ,_,_ -- `�.- `� ` . - f � _,.,,,/ �" � -' ° _ ��„'' � _..- °� ;� �= , . � �� � _ --'�� 6� �. ..,�.---" f!� ' � 'I J, � � � .� � & � . , . - �, ex. drop inlet top = 952.72 ! 8" mv. = 949.72 COIVSiRtJC1'!�!V SEt�UENC�IE�iO�I�N C�NT�OL Nf�1"E�: 1. CALL 819 TO LOCATE ALL UNDERGROUND UTILE�'BES PRIOR TO ANY LAND DISTUR�Bt�G ACTlVITY. 2. CONTACT iH� NCDENR LAND QUALlTY S�CTiQ�3 AT (336) 771-500Q BEFORE A��f' LAND DISTURBING ACilVtilES �EGIi�. S. (NS1'ALL TEMP�t�ARV S1LT FE�ICE, DITCH 11VA�fLES, SILT FENCE WATCLE BREAKS AND ROCtC PIPE 1NlET PR(�T��TfC�N lNLET PROTECTIOiV AS �HbWN �N THE ARPROVED l�LAN IN THE 1/1CtNiTY OF THE DAY'S PL,4�l�ED i/VORK PRIOR TQ CC�MM��CEMENT OF ANY LAP9D DiSTURRtNG ACTlVITY. 4. ALl OPEN PIPE TRE�I�H�S SH�1LL 6E BACK�fL�ED DAtG.Y. THE PIPE TR�NGH ADJAC�h�T TO TH,E tlNN�tMED TRIBUTARY 1'� iHE YADKlN RiVER SH�LL B� BACKFILLED IMMED#ATEI.Y AFTER THE 6NSi'ALI.ATION i7F ERC� J�9Ni OF TME GR�►\/ITY ��tVITARY SEWER PIP�. 5. ONCE BACKFILLING E� CQMPLETE, SEEQ A�D �f�JLCH ALL DtSTUR�ED AREAS IN A�CORDANCE WITH THE STABILIZATlO� 1°1MEF ES AN[7 SEEaiNG SPECIFICATI�tVS SHOVV(�I C?[V SHEET D-3. THE PIPE TRENCH ADJAC�fVT TO THE UNNAMED T!RtBUTARY TO THE Y�KIN RNER SHALL BE SEEDED AND MULCHED DAtLY AFTER THE BACKF1LLiNG !S COMPLETE. ALL APPLiCA�LE EROSION CONTROL MEASURES SHALL 8E MA1NTAlNED UI�T1L STABLE PERMANENT GROUND COVER FiAS B�EN ESTABLISHED. 6. TEMPORARY EROS10� CONTROL MEASURES �NALL B� INSPECTED WEEfCLY AtVD AFTER EVERY RAIN STORNI. REPAlR tMMEDIATELY ANY DAMAGE �'4 EROSiON C4NTROL fVIEASURES, REMOVE SEDIMENT FROM EROSif?t� �ONTROL MEASURE� �/HEN THEY' ARE NALF FULL. 7. ONCE S7ASLE PERMAiVEhiT GROUND GOVER I� �STABLBSHEb, TEMPfJRARY EROSION CONTROL MEASURES MAY �E RF�tOVED. �ARE SOIL AREA� �tEMAINCNG IN D1T�HES AND OTHER AREAS A�'tER THE REMOVAL OF TENIP4RARY EROSION C�NTROL MEASURES SHALL BE 1MMEDIATELY SEEDED AND f�UICHED !N ACCORDANCE WtTH T�� SEEDING SPECIF#CATi(3NS ON SHEET D-3. 990- 99Q 98Q- 980 C� ._._._. � � �i- tt') �'"�r� ��� c'7 0? � � m-- . =� - 970- � � � � � � '"970 er-I�-iw�r' �r _ ���_a � � c. � ex. ground prafite � � ��y a� tf? _ - 3' MtN. COVE (TYP.) Pl�OPOSE GROUND PR � FIL� 960- ____ ,_.� --- - i 24' MIN. SEPA€tAT ON (TYP.) 960 -___ '-----• ,.�.,� , j � � - � . .��..- ---� �_ ' {� � .y....- --""'� � �_ ....,-- .. • • , ' "---�-� . . . . .-'-°_.._._.._. . .. ..._..__..._ . .__......_ � ;y'� � � ....._ -�._ __ �� .�_ ..�..�. �� � �.� �... " , -._�.._.__.__._ __. _�..._ 0 _... -_.�-. • J, � _ _.._ _____ �_._____.� - �N. � - 950- -�- _�__. � 950 � !� � Ct' � �,aoo �F � �!� c-soo �vc �- o � "_.o� }..U_ ; SEINER FOR E MA11�1 p V- � �"i� t! '� } °�J"' .�, � �-- �:� � � ._,_. • � , ,!„_StLtl' O �_� +n a� � d¢ � N 94Q- { O �'V� �`� � a U � m �_ � -940 a � I� I( � �--. , � n� = u� ��- � - t N +�X� �. u,a�_ g3a-, 36�-00 37+00 9�+OQ 3��'YQO 40+QD 41+p0 42+00 43+00 44-�-40 45�00 46+Ot#G+17 � ._� � - . . i � - � . . i. t , �l�/ f ti . : Ra �r ,.`� e ° � � . r-'e�, ," ° °L �. � � . tt • � .` . 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PP-5 7 OF )4 � PERMANENT DtVERSION DITCH 2:1 StDE SLOPES � � DEEP STABILfaE VVITH TEMPORARY D4U�L� NET ROLLEQ EROSION �' — - COl�dTRt)L PRO�UCT WtTH 70°l0 STRIa►Wi:3Q% CC?COt+IUT FIBER IVlATRD( � �-----___ / ---____ �_____. / � / � �~�—"--1 __._t�---_ � �____ / ex. stream cente;rGerae --�� ` s` / � ex. stream top of bank ---��- �\ �, �� � �, ' \ / .,�� �, 1 � � / / 4" ^r ��'' �.0. Z . � / HORIZ� ELL / � � '� �` � / � ------�-__ \ \ � � _ ` � � � � _ \ � � 1� � ` � � � , � , \ � ! , � ex. power Ifne (typ.) `� % � `. ��, � �h4' f � � \ � � \ . � f ,� i �.e � p � �6.� � �� //,`� \`\�.a\ � � o / } \ ,� \ � ` � % � � ��'. � \ � o��cb. / ,, � ` . � � �� �'� � f /fi' CH'Ali� L�IVK FENCE WI MAiVUAL '� � � ooUB � s��G �2� �oE G,�T� e e�. . � � � � �, 1MTH �G�CiNG POST 11�TCH � � �' 'i � / GROU#�� HOLE CONNECTION. � � � • � 1 PROVIt�E LC3CK & 3 KEYS � • ��� �.�1V� ` .._.,_ ` , � � � r� ex. rrght-o� way hne��(�lp.) Zt �(1a�C''R�`V��� \ J ��� � � - ex. d�tch centerfir�e ���. � � -�' ' � �. '`,� - � `"� �----- — ---- �� _...1 '` � / �� �,� � -�„ i- _--- -'' � � � ,3 � � � t � ��� ��� _ � -- ! — _�-�' ' `� � -- -"' } ��--�''� � __- �� � f� ,� � 3 �� ��� � � � � =.-� STA. 45-�49.9i \ � - � -� -, � � � • y�. ,. i STABILIZE CUT SLOPE AS REQt9lRED WiTH TEMP{�RARY DOU�LE iVIET ROLLED EROSfOfV CQNTROL PRODUCT 1NtTt-{ 70°!o STRAW/30% COCOI�UT FfBER MATRIX \ \ � \ PEFt�IiANENT �lVEftS10N 1311°CH � 2:1 SIDE SLOPES �� 9 ` �EEP � \� STABiLtZE WITH TEfVIPORARY DOUBLE NET ROLL�D EROSION GC3IVTR(�L PRODUCT UVfiH 70% STRAWI3Q°la CO��IVUT F1BER MATRIX ,_,�.-- ex. 36" tree �` �$EM�� \'�... �" TH4CK C�NCRETE PAD �EE PLAN SHEEl" PS-2 FOR DETAILS ��-.�.�-�,-� � �� ' �` � PUMP STATiO� �`� ��� SEE PLAN S4-�EET PS-2 FOR DETAILS �._ ._ _ s�� D.i. cu�ss sa �Ravr-nr sEVVE� "'^,. ... �. � ---- ---_ _ � _� 1` T _ ��` l� _ _._ - � ._._ ` _ -� `--- �� __ �.. �Q �"+... `� � _ .�. __---� --"_ ---_. -___ _____ _ _____ .___ � � E F� E- �- �E- F ` � � — �=� -3-� E- E- �- E- E- E- E—� -� -� ._._ _-- ---�_._._.------._----- -- `--- ex. f.eieph��ne pedestat ex. 18" cmp ex. d�tch center{me ' TRANS(TION • � � `-4" D.1. CLASS 50 _�___....._--- � .� �, � z F�on� 4�� Pvc � �oRCE ��v� p �o �v �, c-sao Fo�c� \ 4" PVC C-9�0 � rn�� r- MAiN TO 4" �,c. 24° cm � FORCE MAIN I �` r D.1. p � � � .� c�ass �a � � � �'• � FQFtGE i�A9N � � ���0 \ \ � �-c'Nn \ r ` ^ „ �. � ro � � --\--�- -- — � ___...._.-..________-- --- — � __._--- "-" � \ � '"-- � � � � � �/ � \ �\ � �� i I `'� u: 4 � � � � � �� t � ,� j � � � � t 12" {T1�P} • � • � TAi�PED BACKFILL (fi" LiFTS) SHEET � BRAGE TREtUCH A� R�QUlRED BY E�1S1'. SOdL CONDITIOIVS i � • l :� � ;. 's � • • '� ' /:. ' , 'i ! ) ' � . .. � �r •• � � ...::�.�..:...... : _. : : ...., . .... �:�:..�.ZP��IVIfN. :'� .: .- ;�. -. �:. v.:� : � . , .. , ' . . �.�y : . . .. - ��,�. • : . . ' . ' ° . . . P' P� • - . . . .. � _�� �, � ;����. ._ .. . •- � w : , • '" SEE N4TES 1, 2� 3 a .• �� � • " i :i •''` N '' ' • � � , � � , . . 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'.','.'.U' . ,,.,, ' .'.'. °. ° . . . . . . . . . . . . . . .. .: :.��'. �'. .... ........... ...... � �� �. .�.�.�.�.°.�.�.'. .�.�. .�.�.�. .�. . .°. .�. p•.°,•, •'•".:._•',:..•'.:.'•'• . ..._... ..�........:. .'O�.'.'. �.�:�........ _ .�:�.......�:-�•:.:.. \ � � '� i � , ,� '��., ,��� . .. �1 � � 1 � � � � � � ! i � !� � 1 � �:. � , � ` � � i � . 1 � _ •. .� -r ! . • �t • , . ! � � „ R'; DA7E: I 1 i-05-13 DRWN. BY•. E�T CHKD. BY: 'MSA PRQ.fECT tdUM9ER 8�.3i�'2...� DRAWlNG N0: SHEET N0. PS--1 ' 8 QF i 4 . , ., - > � 'f 42"X42° �OUBLE LEA►F ALU[VIlNUM DCDQR WlTH RECESSEa �fFT HANDLE {HAI.UDAY, B1LC�, THOiU1�S�N FAB. OR EQUAL) CONTRACTOR SHALL CONFIRM AND C4URDINATE HATCH DIMENStONS 1MTF6 F'UIViP 11�ANUFACTURER EXPAPaSIOi� JC�INT NlATERIAL ALL AROt��I�D 1" CHAMFER ALL EXPOS�D EDGES {TYP.) F!N{SHED GRADE � MPJC. � ... . , , �1 lFT• . - e . ,.�� . � . , i�� � �; � � e° ° _�_.... �.�. y \�• ��� . . � � a, ,' . . 8" TH�CK CONCRETE PAD a a (SEE PLA1V VIEVit} 1'-0" . ye. . � 'e . , , i�,�; ., ; ! � �' i _ 1: EXP�ISION JOINT MATEE�3�L ALL AROUND STAfNLESS SiE�L LADDER SECURE TO IVi�-6 Wr4LL AT 24" O.G, NV{TH 2 STAINLESS STEEL BRACFC�TS AT EACH C(3NNECTIOi�! POIIVT i'R(��/�ST CONCRETE �'�T WELL (5' D1P►.) � �� : �; . �ii. . � � . ! • r� - � a - � �� s- � �' �'��� . . �,�111� TYPICAL ALL WAL.L PENETRAl'IONS � G.LP. SLEEVE (G�'.OUTED IN �ALL WITH WATERTlGMT SEAL SYSTEM} s�i c�►►ss sa o.r. GRAVITY SEWER —�� ItVV. IN ELEV. 95Q.4Q PFiECAST CQ�NCRETE WET WELL W1TH MON�LITHIC BOTTONI �'J�-o�� INSIDE �(ANiETER �" THICK # 67 STONE —� Et�MPACTED SUBGRADE .� ' n a `' . .4 a� . '^ �a< �4 , ,� � � a.. k : R G a 4 .I ., 4�� P'- .�i � Q� a f �' '� n - - ° .;. ; - ;� <_ _ :,� ; �� .; <, ���� . � � :e. °: r: . 6 i\ . . ''';' '. d ��':. , fl � . , `� � i d ,4 - h, �; .°.p . ; °. e , � . 4 .�,:-. � . � , . a " �� � �.'.-0 •� 4�. '� .: d'', . , : a ".. . .. , a., q : � z . ; . , 9� . a. d tJ t,t V ' V `✓ V '' L' 1J V V V L' '' lt V �.' V i./ V 0 o ts .� a o o"o o a a o 0 0 0`0 0 0 0 0 o a O q O O Q O fl O 4 4 Q Q O O O O 4 O O Q C} O. Q 4,., O Q O O O � S? C) O O ti q 6 6 O O Q �. � ••.���} : �� � �, �;,; ��y� `ti, �\,',�(,r�f/\'; �/�/ � \j��,�' i,�� ,�;� ..'�\. .:<:`�.. . a , a ,.'�,`�s�%�. :\'�i1�."�1.\�'�'! /�S�\�i<���`,C'��\ . � SCALE: N.T.S. � �, ! �1 � --� — t` ` � � \ \ � � a�liCB6�LE ALARM PUIUiP CONTROL PANEL (T(? BE �".URNISHED �Y PUMP 11l�ANUFACTURER) ELE�l'RiCAL EQUfPMENT RACiC, �EE SHEET E-1 Ft�R LAY(�Ui -fVP. FREE-STAf�D[NG ALUIVr. PANEL RACK C(�NDU1T {TYP.) WlTH EXPA(VSiOtV JOINT — SEAL-4FFS MAiEFtI/�►L ALL AR�6JtVD \ I �i �� � :' •� :� a• • • - -• A � • i • �' � � . FL.�it�GE 3'-0" X 3'-0°' �INGLE LEAF a4LlJ�1l. DOOR WITH RE��SSED L1FT HANDLE � FIALLIDAY, B1LC0, i'HOiViPSON FAB. QR EQUAL) � �-a° 4" GLPaSS 50 D.I, FOR�Ei�A�N (T S�TIt�N E�tOM CLASS 5p D.l. PIPE TO 4" C-900 PVC C) �CJ'; AT ST�4. 45+49.97}(SEE FOFt�E IUI/�IIV PROFtL;� FdR DETA{LS) 0 �•e O O OOO �'`�— 2" D.1. SHORT �ODY Pf�ESSl1RE SEVVER Alh �LEASE VALVE VVtTH BAC{CF�.USH � � `�''�-A�" FL�4NGE[� COUPLING AD/APl'ER {TYP.� 4'° D.i. SV1/1iVG CHECK VALVE 4" C.I. PLlJt3 VAI.�lE VVITH FLAIVGED EN�S AND HA,fi�1D WHEEL C?PE6�e4T'OR G' X 6' PRECASi CONCRETE �(3% 8" l"HiCK CONCRETE PAD �� i' �� SCALE: N.T.�. PORTABLE HOIST, 1000 LB. CP�PACl1V (SEE �ETAIL ON DRAIMNG D'i } 4° �LASS 50 D.1. P1PE lNSIDE VAL1iE �U)C 3'-Q" X 3'-0" SlNG�E LEAF A�U6V1. Dt�OR w1 RECESSED LtFT HANDLE ( HALLI�AY, BtLCO, THOMPSON F�lB. C1F2 EQ4JAL) TQF' ELEV. 959.67 CONCRETE HC?IST 2" D.l. SHORT BODY PRESSUFiE SEW�R AiR REL.EASE VALWE WITH BACKFLl1SFi 4" D.l. VENT W/ 1 F-a'� /`� � BASE {SEE PLAN 8" TF{tCK �ONCRETE PAD (SEE PtA1V 1ilEVti� t�C?#V-FERROUS tIVSE�T �� �S�E � �� � VEE� 9" CHAi�FER A�L EXPO�ED E�GE� (TYP.) SCREEN � / � TQP ELEV. 959.�7 ? °'/FT.IVIAX. 1: °'JFT. ME'►X- : , . a . . . 1 "/FT, � - . .. , 4 . �, . a . _.,,. . . . . . ,. . . ..<. _ . . � - . <.. . u � � � . . a � • - , .� ` . ,� ., , . ,. . . . .� . a. �''!.l..Ci't/.vu���:�t.... . _ „ . ... . ..q . . °.. a . . p , s a : • . •. -0. � e . ]l!/ �iei1K`�^.`........�._ ���` ` . \ 4��%� % r .4 . • . — . . .Q ' 4 ' , • . : . . . � � �✓ /F � . • a , q . s. � � ,. ,�..:�, 2�� _° . ."_� . °° . en . , . . � 9lPyll , Y . . . •.4':. • ' '• 1J �.�-�-8" THtCK CONCRETE 8'" �ICK CONCRETE PAC} o .•' .?�.QTM• .,.'�.Q'� a' • .a .4e'. a .' - _ d�. .. ., c PAD (SEE PIAN VIE1t1� �SEE PL4N VIEW} � �� '` � �°�� � ' " � � t'Q rt . . . . ' ' 9 . . . ;se CENTEf�L1NE � _ _. � ELEV. 9�5.33 ` - , <' � i�'� -- < <� 4. . n 'A. a. �' ' i!, •' � ', i ! '• � i t .. • - •i� - , . , .. . �. , .-• •- r . � ;.�,;,�> �� ` Q; A -� �4' � � ' � " °� ° �: `�' � ° � 4" D.l. TEE W/BL1ND FLI�NGE DRILLED AiVD TAPP�D FOR PRESSUFtE RELEASE VPiLi/E a. � :.� _. .. : 5. •a n4 > v�n.,;.a. e•. '• . .� •: �• . ...� ,. ., va��_ �_o.�fl. �..v �..� _o_�Q�o��..Q, q,"FLANGEQC�UPLCN(��IDAPTER O�L?�4 �O�t?�<�Q�04G?� C?���CY�O�Q �TYP.} . GROU-r eox To o�►�� �-r� �o�-s��i�K G�ouT ;' - '° Vn �!"��\iI� ��Yi�t�D.� �� �7 a'7 A �l�HC � a < CONCRETE �l1PPORT UNDER TEE Q . a -� e 4" �.I. SiMNG CHECK �ALVE S1"�;';IiiVLESS STEEL iAD�ER , � �.`4 4° C.�. PLUG VALVE WITH FLAN�ED �Et� Q3RE TQ NIH 1NALL e4T °.`•� ENDS A►IVD HAND WHEEL OPERATOR 24'° �.C. Vt/fTH 2 STAINLE�� ��°� E u� . �i��� BRAGKETS AT EACHf � � 3" x 4" itVCR���ER, M,� C�II^�NECTiON PO1NT V. 2" SCH. 40 P\!C DRAIN TQ WET WELL y. : . M ` q d . �. � 4. �UTYL RUBBER SEALANT OR EQUAL IIV Q: ALL MH ASSEMBLY JOINTS (TYP.) = VOIDS ON INS6DE OF MH TO BE GROUTEl7 0. � . � A . a e PUMP P01NER C�L� - ROUTE CC}�ITItVUOUS �'RQM PUMP TO JUN(GTEON B(3X (Nt? SPLICES). �°�_ �' ' �2-�•) � <�s ► ��4 SLfDE {,a41L (TYP.} . :� < • b �a °��� � . 8" CLASS 50 D,�'a GRAV[TY SEWER LINE �.' . ��" : INV. 1N ELEV. ���0.40 ��_fr LIFTING CABLE ���AT svul-rc�ES {r��.� � �- �.-2� I:, �![.�RM ELE�I. 950.15 � �UTYL RUB6ER SEP�LaqhlT OR EQUAL IN LAG I'UNtP ON ;�: P�LL MH ASSEMBLY JtJ11Vl" (IYP.) ELEV. 949.fi5 F.�. 1/O1C3S (3N INSIDE C3F MH T� BE GROUTED � °�� ���.; � � - �� .. � LEA� PUMP C�I� ;-: � 3" CL�1SS 50 D.1. PiPE ELEV. 948.U� ° a: PUMP OFF �� ' SUBII�ERSIBLE PUMP (TYP.) ELEV. 947.65 � � 1 fl0 GPM � fi •°a PRECAST �ONCRETE WET WELL a -� YYl�fl IVI�II"!I;�����Ili1J QO 1 1 O1V1 `' a '_ . . � � Borro�n �L�v. 945.s� 5'-0" iNSl�� DfA�JIETE�Z °� . ' ; �'. � .. . .4° 4a' � aa _a . .. :� .. .. � , . . °: . : � e . � • , .4' : ao. ,a ,q .. . .' a ' .. . . . .. . . � n' . • .e ' d FiLLEI�'S !N 1NENVELL (IYP.} � v° ��..� u � J i1 Ja V V J�U � �,� .� u �� u� � QO O�S74O�Q�OgOaQ�O� )�ODO�Q�t3flO�fl�O�O�C}00�4Q4 iVON-�:}�LRINKGR�IIT af0000aoo,o �00000000QOOo ,,:. ; ;`�`f� :•, , ��� , � `� ;e`v�,:� ;.., � ���y, �� ,�ti �, � , ,'� , . �" THICK # fi7 STONE ���MP�4CTED SU�GRADE 'i�� i AS RE�`�IUIMENDED BY THE PU�11P fVfANUFACTURER SCALE: N,T.S. �A,�1D AS APPROVED BY T�IE ENGINEER �E L T : 1. ALL W4RIC °f� �OMPLY VVITFf N.C.D.E.N.Ro, N.C.D.�.TAMD THE TC}Wi�i OF N4RTH VV(LKE a�ORO'S S�'i�NDARDS, REG��,4TlOI�IS Ai�ID GOD�; . �IF�91VG L � 1� DENOTES PiPINC tTE�111N PLAN MJ = MECHAN�CAL JQIiVi PE = PLAtN END c = eo��� FtUI = FORCE MAI� � � r t�i � ��s \�e . . ° E � f a� 1 6 �f � = . 4. • 'l. , �'' �48� r� ..� ��t`-14y:s,� ��'�.p' °��jN G't'a'�'� •�@'; �f���l sl tiCQ���`� :,:.� .:.:. .:.:.:.:.:.:.:.:.: :.:.:.:.:.:. .: :.�. .:.:. ........................ �.�... .'.',','.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'. . N".'.'.' :•:• • -:.' .:.:.:.:.:.:.:.:.:.:.:.:.:.:.'.;.:.'.t�.'�. . . . . . . . . . . . . . . . . . . . .'. . .'.2.' iG. '.' .........................e.r, ..•.• ' ' tu".'_'. .-.' '. .'•'.'.2. �. �-�-�-�• .°.`.".'�.' �� .:.:..:: � Q ���� � � ..�}'N' • . . ; '� . .:,'.?'1.pp . .:.:.:.: � � .•.•,•.•�, �� .:�.�.� � � �:•:�::���.�:�:�: :��-.�v� � � �;�:�,�:�:�:�:�;�:�. . . . . . � .a . . . . . -. . .:::::.: � � ::::::�::::.::�;::: �.�:�:�: � � ::: ... ..... 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BY: ECT � L � � GHKD. BY: MSA PRO.�CT NURd9ER FOR REGUtATORY REVtEW ONtY Bi'3Q'2.3 oRAVwac �a. SHEET NO. PS-2 9 OF i4 SHEET & BRACE TRENCH AS REQUiREQ BY EXlST. SOtL CONDiTiOf�S SACKFIL� !N 6" LAYERS & COMPACT - TO 95% aTANDARD DENSiiY AS DETERM€NED BY AASHTO TEST IWIETNOD T 99 S�� � ';••• ,��Q���I�:���� �bCi..� .. � PI�E --GRAVITY SEWER LINE PVCJDl9' —SPR(P�G LtNE PiPE DlAMETER # 6" M�1N. _ ` S E E �1QTE 1 LESS THAN 14" 12" � . :l -� " ` ' ,, .. � , � 44" TO 36" 18" � MORE THAN 36'" 24" # � M/�X. MAX. Pf�� D9A. o���: : �. SHAPE BOTTOM OF TRENCH Tt3 FlT BOTT�M QUART�R O�t SIDES 4F Ai�D BENEATH PIPE. EXCAVATE Ut�DER EACH �ELL SU�FfCIENTLY TO PREVEfVT AiVY LC?AD OIV BELI. 2. CONT'RAGTOFt SHALL tNSTALE �67 STONE C?N SIDES OF PIPE, FULL 1MQ1°H OF TRENCH, TO SPRiNG L1NE CiF P[PE ANQ T4 A DEPTH �F 6" SELCDVV PiPE. IPlCLUD� 1�9 PRICE PER LINEAR FOOT OF PIPE. 8. FOR TRENCH DEP�'HS UP TO 16' WHERE ROCK OR t�0�-CUSHIO�lIIVG �ATERIAL IS ENCOUNTERED !N TRENCH B0 � TQM, AT DlRECTIOi� OF Ei�GINEERS, A CUSHION AT LEASi 8" Ti-liCK OF #67 STONE' FOR SEWEFi LINES SFiALL BE PLACED �ETWEEN THE ROCK AND THE BOTTOM OF THE PIPE. THE EXXTRA 2" OF �TO�IE FOR SEWER LINES WILL BE PA1D BASED ON THE UN1T P3�fCES OF EXTRA STON� GONTAiNED ftV THE BID PROPOSAI. 4. WHERE UNSTABLE SOIL !S Et�COUNTEEtED, EXCAVATE THE SOIL AS DIRECTED BY TNE ENGINEERS AND BACKFILL WiT�! �4T LEAST 8" OF #67 STONE. THE BACKFILL SHALL BE COMPACTEQ AND SHAPED TC� F6JRM A BED FOR THE �IPE. THE EXT�A 2" OF STONE FOR STABIUZING SEWER L1NES 1P9(LL BE PAID BASED ON Tt�E Uf�IT PRICES FOR EXTRA STONE CONTA(NED (N THE 81� PROPOSAL. 5. TRENCH StDE SLOPES SHALL B� 6� ACCORDAlVCE VVlTH O.^sNA REQIJIREtdIENi' SUPPORT OR SHORE WHEM TRENCH !S ��i�RE THAP15' QEEP AND �' LOfVC;. �EGIiV S1DE SLOPE, fF USED, APPROX. 12" ABOVE TO�P OF PtPE. 6. BACKFILL QF TRENCHES SHAf.;L BE ACCOMPLISHED lMMEDiAiELY AFTER THE PIPE IS LAID. COMPACT(ON REQUIREhfi�R6TS 3HALL BE ATTAINED �Y THE iJSE OF MECHANICAL TAMF'S ONLY. EACH LAYER QF BAGKFtL� SHALL �E PLACED LOOSE I(� 6" IAYERS AND THOROUGHLY COMPACiE� E�!?Q PLACE. 7. UNDER NO CIRCUMSTANCES SHA�L 1�lATEFt B� PERMIT7"ED TC3 RISE IfV UtVBACKFiLLED TREt�CHES AFTER THE PIPE F{AS BEEN Pt.ACED. 8. ALL MATERiAL SHALL HAVE A� �N PLACE DENSITY OF 10Q% TO A DEPTN 6" BELOW THE FtNISHED GF2�►DE OF SACKFtLC MATERIAL AND 95% AT GREATER TNRN 6" BELOW GRADE. .� ` �; ` :��a.. ...; .1, _ . . � :'� _� ,1.: � � ,e� fl s ���, .... . , , � , �, i . , , , . . .� - r; � • UNDlSTURSED J �� GROUND MINtMUM BLUPE 2� �I1 UNDISTURBED GR4UND STANDARQ� TRE[�tCH DETAIL GROI�P�D SLOPE �i'�STALL TENIPOl�ARY DOUBLE NET ROLLED EROSION CONTROL PRO�UCT WITH �0% STRAW/3Q% COCONUT FIBER M�eTRIX TO STABlLIZE Cl1T SLOPE AS REQUIRED EXISTING GFtOUtdD SLOPE REMOV� �XISTf�1G SOIL ~�-�. �-SPafLS `-S(LT FENCE �//, ,_ � � {�'.�.� UNDI�TURBED GROUND U � � li. �l �I :�' •' �s b �F � � �� � i 1 .. IVIANHOLE F�:�a�l[E AI�ID COVER (SEE DETAIL �i"�tIS SHEEI) < 1'-0" . � , . �,�„ . . TYP. � a �. : '_. TOP OF FRAME AND CCiVER SHALL BE INSTALLED A MINIMUM OF 2" A80VE EXtSTING GRt�U{�D SURFACE. TOP OF FRAME AND COVER FOR MANHOLES ADJACENT Tt� EXiSTff�G S7"REAM BUFFER SNALL BE INSTALLED A MINIMUM OF 24" ABOVE �XfSTING GROUND SURFACE !—EXIS3iNG GROUND SURFACE 2'-4' TYP. ,'" . �a - . � :� �. CONE SECTlflN MANHOLE STEP (TYP.) . SEE �ETAIL �°�- � TMS SHEET � " . p . ��-8„ GRAVITY SEINER {TYP.} �RUBBER BOOT (iYP.) : 4 MlN. 0.2' FALL FOR " � � IM/ERT ACROSS MANHOLE � d. < MANF#OLE STE�' (TYP.} � " '-'' - SEE DETAIL Tf�:(� SHEET A �'.4 Q � RtSER SEC'Z"!ON � .8. -- °' ,���, RING �,r,�lNT +���4 4' Qi : "�:, , (TVP.) vat�i�s .� �� °.p.. .A:.°- Y �ASE SE��'RON 8" PVC/DtP f"' �;TYR.) � GRAViIY .� ; . ^ � SEINER •' b . L�ly� � . "; :. il . • .. . . a 4 ' . G Q ` .. 6��_ 4 �• ` . a, .. . • � 6�; � `a°` n4:dR : d<� ° � - g�� y � ��. . . �., . . MIN. 9" COMPACTED #67 STONE BASE TO BE INSTALLED UI�DER MANHOLE BASE SECTIO(V � ��� � � NOT TO SCALE ' MANHOLE FRAME AND COVER (SEE DETAIL TNIS SHEE't� '�!lANHOLE STEP (TYP.) - �EE DETAIL Tt-ifS SHEET RISER SEGTtON IfOfi �'R!/t iO�pOr iv�� J iY (TYP.) BASE SECTiON RUBBER SOOT i�`P•) �____ 8" PVC � . 1ViiNiMUM 24" � . �.A ABCYVE EXISTING EXISTING GROUND SURFACE 8" X S" X gIf PVC TEE 6" PVC SDR 35 RISER PIPE Ei�lCASE PVC RISER PIPE !N NO. 67 STONE 8" � 9Q° PVC ELL �- M1N. 9" COMPACTED #67 STOiVE BASE TO BE IiVSTALLED UND�R MANHOLE BASE SEC7'ION � NOT' TO SCALE ____._ � �! j� � I� +` �; � � li � � ►' 2 314". ❑� �❑ • ` � . �. � a � • . � �.,�,��.�■t�-�� ` • i i •❑ � �--251/16" � �`' 1„ I-�-----2311/16"---�--� # 1 � BUTYL-NEK Ofit 7'9/2" �,-� 22".--=-�--� APPROVED SEALANT BETWEEN FRAME 2515l96"--� AND COVER �„ 33114" -- 5/8"�3" LAGSHiELD ItV HOLE pEtiL��D 1NT0 CONE �7�R RING VVITH At�CHOR SUNK TO [DESIGN �EPTH, AND 5/8°°X�" HOT DiPPED GALVANIZED LAG �OLT AND W}�SHER. ����: 1. ALL MANHOLE �RAf�IES SHALL B� �� DOMESTlCALLY CAST 2. FRAME SHALL BE A MkNIMlJM VVEtG�iT' OF 182 LBS. VUITHIN !�ClBLIC R4W AND 16Q LBS. Wil'HiP! EASEM��lTS. 3. COVER SHALL 1ti/�IGt; A NIItV. OF 12� LBS. 4. AL� illEANHOLE FRAflAES OUTS9D� OF PA11ED SURFACES SH�L:L BE BOLTED TO i'HE COIdE SECTtON OR RI�G VVITH A iV�INIMUM OF 4�OLTS P.ER FRAIUIE. � '� tVOT 1'O SCALE .� .� .:, .� A ���� P ��,������� SLIP REStSTAN7 #3 OR#4 REBAR Ci.EATS CORROSi0��9 RES1STAfeBT' o O MATERIAL RUSBER, PLASTIC r,� 12„ � ��.��r �rr �cTt�i� - 1 iV�A1V P DET'AIL. f�OT TO SCAC.E f ' r`�, / q i °�t� ' � �. � ° :� f � ° j �i �= ; � 'L � � -- ... . �4 t r'' ... ;:.,�,�. t t `. ��.��'�°�� . a ''�'��• •°�'G/�.+�E, , �..��'�'o `/f���l �tti�l�t�v������ '�'�'•'�'� .'•'.'�'.'.','.�.•.�.�.•.�.�. .�.-. .�'..�. . .:.:.:.:.:.:.:.'..... .'.:. .:.:.:.:.:.:.:_:.: : �. .:... .•.•.•.'.•.•.` . ....................... ..".'.' �.'P.` . . . . . . . .. . . . . . . . . . . . . .'. . �. �. 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A. . . . . �.�.�.�.c�.•;.; �.�.�,� �.�.�.i,,;..�._ ..... ._..`�,.� . . . . . . . . . . . . �.� x � .�. ,•. . . . . . . . . . . . , . . a�.�. . . ........................ m.... ..1.':-;.v...:1.,:.,.,....'e...:,.1;.,.e.:,....:. �; , .. .` � � � r � • � �` � . -�, �; � i< � � � t �, ,; � R, � �; i;� � • . i� � � ! � , � � r �: � '" �: � � � �. � � � 0 �� �� � � W a � �.. } m � 0 DATE: t 9-05-1� DRWN. BY: EGT CHKD. BY: MSA � r�o,�c-r NuMe� FOR REGUi.ATORY REV(EW ONLY Bf 3092.3 DRAWING NQ. SHE£T ND. D"l �o �F i4 8" PVC SDR 35 SEWER �� Q �1�. + � �N�- Q! � �J V}W0� � 'z � � O � � ; ��mt � � Ei 1 � V, Vl !.{� ' � �� �1? �{rn u � ��n O�? aoiio Z�Z MIN. 4i}OQ PSI REINFORCED CONCRETE PIEP iTYP,) SEE SECTION A A AND SECTION B-B FOR D��1LS 8" DIP CLASS 50 O��I SPIQERS IN 16" STEEL CASING PlPE �" CLEAR (TYP.) 1" CHAMFER ;;' i 1'P.) � #6 BARS @ 1; �" 3" CLE�'�R (iYP.) 36" � a..._� 4" CLEAR P. � (TY } �.: 36" �Y tm �� 0 ia ni� °?1� N�� ~'^��J Vl � av v��n�ia�` �ROF� �� ., � .� ` 3" STAINLESS STEEL STRAP WtTH 3/4" ANCHOR BOLiS SEE DETAIL THIS SHEE�' E:�I —3" CLEAR (TYP.) 3" TIES Q 12" O.C. 5' 36" 18" � � � �--3" CLEAR (iYP.) #6 BARS @ 12" O.C. o � � � � ��� �—� SCP.LE: 1" = 2' �1 Z m �O �� �� c+')�d + tiJ �� �� �{� 1 1" CHAMFIE:� ('""' ' � _ : � � � . � ; : u 1. ALL CC?iVCREl"E SFiALL �E 4,�OQ PSt iUltiVl{VIU�tI. 2. PIERS SHALL �E BUI�I° VVITI� THE LONG SiDE PARALLEL l'4 CREEK F�OW. 3, �t0 REINFORCENG STEEL �FiALL �E PLACED NVIT4� A CLFARANCE OF LE�$ TiiAN ��"' TO THE SURFACE OF TNE PIER. 4. PIPE SHALL BE SET 112 IiV Pt�R AND 1/2 PROiFZUDIRlG ABOVE PtER. 5. STEEL HOLDIiVG STRAP A°i THE TOP OF PfER SHAi.L BE INSTALLED F'ERPEt���GtJ1�.AR TO PtPE. � .. � �'z .... �; ., `, ; , �<: : '�' "�' l. �l l. � ��' __ ...� ��_ . � . : , .�"- ' ., � � t� � �LL Im �� I N � N�� ~'n' LLI Vd� .�' ) TYP.) 1 _ z �o ��� � � � �y � cI� G ��a 8° PVC SDEt 35 SEWER fMPERVIOUS DII4E RlP-RAP ENERGY DISSIPATOR DEWATERING DEVICE _ __ _ 11: 9" MIt�. -_ fi �r.! .. . � 3" ( ) \...J I-�--3" � ' s, 1. �� 93�i°�g" HOLE (lYP.) 1. RNCHOR 80L�' HOLES SHAIL �E DRiLLED IN STRAP. 2. PROVlDE WASHERS UNDER �TRAP SUCH TNAT STRAP [:� PULLED �C�VHN TiGHT. • ., ` : � * �� �� 1 ir �_ 3 � ' i '� �� `: • ' . ' s • DISCHARG� HOS� BURY HOS� i0 ALLO�VJ iNSTALL FiLTEE� FABRiC FtlLLY ACROSS STRE�If AN� FOR 24" EACH SIDE OIF STR�. PLACE 1 LAYER �F 12" R!P-RAP ON FfLTEFt FA�RI�. PLACE 3"-4" B/�LL,qST ROCK OiV TOP OF RiP-R�4P. PUMP SUC710N #���E i— EX. STRE.s�;�f TOP OF 8�;�1K INiP�t�Vlt?US DI�CE WOF2K AREA � `d�3.s� s � . 1. ENSURE T(� Ai�CHOR ALL PUMPS ,41VD PiF�ES SECURELY. 2. COMPLETELY REMOVE Atl, DIKE M,4TERIAL, PUMPS, PIPING, FfLiER FA6ftIC, �ALUV�ST ROCK AND RIP-RAP UPON C4MPLETION OF CQNSTRUCT[ON. 3. RESEED ALL DiSTURBED AFtEqg, 4. FiEMOVE ALL SED#MENT FROt�I STREAI�I A(VD DEWATERING DEVICE JU�T PRIOR 3'O REMQVAL OF DlKE�, �� 7 '�`� ;� ��� r � .. � x °� '� � �, ` _� � x `,- � I • • : t. / �lf, � . �`��'pf''i `� • � � j • r"'�":. � eQ, • ��; ... � � = ` � � 8 � r"' .., '�' c� 4S' t�L := %��'ti • •�'�! y �ti; • ` �d� r • � N.'� � ' ���' � f r s i t i � t� `1 U��� 4� FOR REGULATORY REVlE�Y ONLY 6" MIN. (?YP.) ............................... .........................:..... .:............................. .a`�.�.� .. ... ..........`.....'.............. ..� .,... . 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F. ... _ °.`.'.'.t9.,,.� .... ...^.�. . . . .� . . . . . . . . . . . . . . . . .. . . . a, .�. . . . . . . . . . . . . . . . . . . . . . . . ..x.�.�,•. ...:.:.....:.......�.:.:..._..._.�.:.....:..... . a •, . . �.�.�.�.�.�.�.�.•.�:'.�.�.�.�.�. . . .�.•.•.•.� ��9 � •, . . . . . . . . . . . . . . . . . . . . . . .:.ja::.:. .�. �ii � �, ~ � � � �' � � �, . � f -� � � i � ; _, ``- � � i � �� �, '` r' . �� r y � + 1 � t. i: - � i' R �;, � � � a v � 0 � `� �"`� � � � � � a � e.... m a n dAIE: lf-05–l3 DRWN, 8Y: FGT CHKD. 9Y. MSe4 PRO,�Ci NUMBEtd B13f�12.3 .�...� �.p.�..� pRA1MNG N0. 5HEET NO. p-2 i 1 OF 14 18" -�— � � 24" MfIV. --� /� ULTRAVIC�LET RESI�TANT {BiACK) MIRAFI / FABfttC (�0#/�IN 1t�) OR EQUNALENT. MA?C.. SEGIMENT STORAGE LEVEL (REMOVE SEDIMENT WHEN THIS LEVEL IS REACHED OR AS DIRECTED BY CONS�RVATIOI� INSPECTOR) BACKFILL TRENCH V�tTH SOIL OR GRAVEL I�ND COMPACT FL�� � N�� �`` � o��� ��,%:� ,� /� / IVATURAL GROUN� 8" 6!tIN. "'`-- rARRY 12" OF FABRtC INT� 4" MiN. -fFiEfi1CH {8" �EEP & 4" WiQEj STEEL Pt3STS SHDULQ HAVE PROJECI'1QNS TO FACILITATE FASTENtP�G @ 6' t3.C. MAX. ���i��Q� ` �I�TER F� �'ti�TH 4" } �,!'r'!ELDED S I�PPOR' �'EiVCE {p �EGtU1RE E'OST SP, �AT��, GROUI� 4' M�. O.C. AT SILT FENCE CiUI°LETS 6' MAX. O.C.IMTHOUT iMRE FENGE ---�-j ' n� anwv e� �\I1/IT�� �wne�� �rst/�e- i. � NOTE: . 1. SHCIULD THE F'ABRtC (]F THE SfLi' FENCE COLU�E��E, TEAR, DECOMPOSE OR BEGO�fE INEF�ECTIVE, REPLACE IT PROMPTLY. SI�LT° F � �OT TO SCALE CUT SLOPE ROUGHE:NiNG FQRAREAS R[OT TO �E MO�D STAIR-STEP GRADE OR GR40VE CUT SLOPES WITH A GRAD71�€�T S7EEPER THAN 3:1. USE STAIRSTEP GRAD1Nt� ON ANY ERODtBLE MATERlAL S0�1' ENOUGH TO BE RIPPED WtTH A BUI_LDOZER. SLOPES CONSISTING OF �OFT RflGK WITH SOME SUBSOtL AR� PARTICUTARLY SUITED TO STAIR-,�TEP G#2ADING. MAKE THE VERTICAL CUT DISTANCE LESS THAN THE HORIZO}�iTAL DfSTANCE, & SLIGHTLY SL.OPE THE HORIZOt�TAL POSlTION ��= THE "STEP" IN TOWAR� THE 1/�=RTICAL WALL. DO NOT MAKE INDIVtDUA�. VERTICAL CUTS MORE THAN 2 FE:E� 1N SOFT MAi'ERIALS OR MQRE TH�1(� 3 FEET t!V ROCKY MATER(ALS. GROOVING USES MACF![NERY TO CREATE A SERtES �i= RIDG�� & DEPRESSIONS THRT RUN ACROSS THE SLOPE (ON THE CO�IT�UR}. GROOVE US(NG ANY API°ROPRiATE iMPLEMENT THAT C�("� BE SAFELY OPERATED ON THE SLO�E, SUCH AS DISKS, TllIERS, SPR[f�� HARROWS, OR THE TEETH ON A FR{�NT END LOADER BUCKET. DO Nt? i MAKE SUCN GROOVES LESS THAN J INCHES DEEP NOR MORE THf�;,F� 15 INCHES APART. FILL SL4PE AREAS P��OT TO �E MOVVED PLACE FILL SLOPES WITti A GRADiENT STEEPER THAN 8:'@ 1�1 LIFTS NOT TO EXCEED 9[PICHES, � MAKE SURE EACH LlFT tS PROPERLY COMPACTED. ENSURE `1'HAT THE FACE OF THE SLOPE C�NSISTS OF LOOSE, UNCOMPACTED FILL 4-6 iNCHES DEEP. USE �F�t�OVlNG A3 DESCRIBED ABOVE, TO ROUGHEN THE FACE OF THE; SLOPES, 8F NECESSARY. D4 NOT BLADE QR SCRA�'E THE FlNAL SL�PE FACE. CUTS FIE.LS & GRAD�D /�R�S THAT W{LL BE M���iJED MAKE MOWED SLOPES NU STEEPER THAN 3:1 ROUGHEN 7HESE AREAS TO SHALLOW GROOVES BY N�F:�AL TiLLING, DtSKING, HARROWlNG, OR USE OF CULTIPACK-SEEDER. N#A;;�� THE F)NAL PASS OF ANY SUCH TILLAGE IMPLEMENT ON THE CONTOUF�, MAKE GROt)VES, F't?RME:D BY SUCH fMPL��fENTS, CLO��L TOGEiHER (LESS THAIV 90 DNCHES} & NOT LESS TNAN 't INCH DEEP. EXCESSlVE ROUGHNESS IS U.NDESIRABLE WHERE MOWINC E•� PLANNED. ROUGHENING WITH 'fRACKED {V�ACHiNERY L1M1T ROUGHENING iMTi-I TRACKED iVIACHtIdEt%Y TO SAR�D`Y SOlLS TO AVOID UNDUE COMPACit�N C?F THE S(�tL SURFACE ��CKiNG iS GENER,4t.LY NOT AS EFFMCTNE AS THE OTHER RC?UGHEI�t��� NiETHODS DESCRIBED. t?PERATE TRACKED MACHENERY UP 8� DOWN THE SLt7�E'= TO LEAVE HORiZOIVTAL DEPRESSlONS tN THE SOIL. DO NOT BACK-B�I�ADE DURI�JG THE FINAL GRAD[NG OPEE�ATION. COMPLETE SEE�BED PREPARATION 8Y BREAKING UP LA,��E CLO�S $� RAKING fNTO A SMOOTH, UNIFORM SURFACE �SLOPES L�,�� TNAN 3:1). FILL IN OR IEVEL DEPRESSlOi�S THAT CAN COLLE�T WATER. BRUADCAST SEE� INT4 ��RESHLY LOOSEIdED SEEDBED i`HAT HAS �4(}T BEEN SEAI.ED BY RAINFA�L. ' � ' � � �STIC OR RE TIES SOIL. TESTS IIME AiVD FERTILiZER IdEEDS SHOULD BE DETERMiNED BY SOtL TESTS. SOIL TE3TING tS PERFORME� FREE OF CHARGE BY THE NC DEPT. OF AGRICULTURE. SOtL TESTiNG LABORATORY. DlREC3lONS; 5AlV�PLE CARTUNS, AhID INFORMATION ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES OR FROM 6VC��. �E�AIl�E TME NCDA SOII. TEBTfNG LAB REQUIRES 1-6 WEEKS FOR SAMPLE TURN AROUND, SAMPLiNG MUST BEPlAiVNED WELL IN ADVANCE QF FINAL GRAD[NG. TESTiNG {S ALSO QONE BY COMMERCiAL LABORATORtES. SEED�ED PREPARAiIOBV 1. ROUGH�N SUR�AC�S 9R! a0.CCORDANCE VVITH THE NOTES t3N SUFtFACE ROUGH�NI�IG ��9 TFiiS rB-IEET. -1 2. �RE.�+K UP LARGE CLODS ,4ND FtAKihIG INTO A SMOOTH, UNIFORM SURFACE (SL4PES LESS THAN 3:1.) FILL iN OR LEVEL DEPRESSIONS ThiAi CAN C4lLECT WATER. BROADCAST SEED tNTO A FRESHLY L04SENED S�EDBED THAT HAS NOT BEEN SEALED BY RAINFALL. SEEDINC� i1�IXTUF�2E SPECIES RATE (LBlACRE) TALL FESCUE 100 SERICEA LESPEQEZA 20 KOREAN LESFEDEZA 10 KENTUCKY BLU�GF�,4SS 5 REDTOP 5 SEEDIP�G �TE 1, Afi'T'ER AlJGUST 15, USE UIVSCARIFIED SERtCEA LESPED�A SEED 2. VVFiEfZE APPEARANCE IS A CON3IDERATION, OMIi SERtCEA LESPEDE�4 APlD 1NCREASE KQR�,4N LESPEDEZA TO 40 LB/RCFtE. Nl1�SE � TS BETVVEEN MAY 1 AND AUGUST 15 ADD 10 L8IACRE GERNIt�N �lLLET OR 15 LBIACRE TALL FESG4JE. PR10R TO MAY 1 OR AF3ER AUGUST 15, ADD 44 L�/ACRE RYE (GRAIN). IT MAY BE BENEFiC1AL T4 PLANT TNE GRA s�ES iIV LATE SUMMER AN� QVERSEED THE LESPEDEZAS (N I�ARCH. s�E�r�� ���r�s BEST POSSIBLE BELOW 2500 FT: AUG. 15- SEPT,1 JULY 25 - SEPT. 95 MAR. 1- APR.1 t�AR. 1- MAY 14 A�OVE 2500 Fl": JULY 25 - AUG. 15 JU�Y 15 - AUG. 30 �tIAR. 20 - APR. 20 MAR. 5- M�►Y ►5 CONIPLETE SEEQING EARLIER IiV FALL, AND START LATER IN SPRING ON iVORTH AND EAST FACIt�G SLOPES. S(�[L A�EhlDMENTS APPLY LIME AND FERitLIZ�R ACCORD{NG TO SOIL T�STS. IF SOlL iESTS ARE NOT AVAI�A�LE, APPE.Y, 4,OOQ �81ACRE GF20UND AGRICU�TURRL LIIVIE�iONE APdD 1,OOQ LB/ACRE 5-10-9Q FE�1'iLIZER: I�iULCH APPLY 4,000 — 5,000 L�/AC6R� Gf:,�ll�t STRAW QR EQUIVALEe3'�' COVER OF AI�OTHER SUtTABLE P�AULCHIP�G MATERIAL. ANCHOI� 3iR,4VV BY 1"ACKIfVG W1TH ASPHAI.1', IVETt"ING OR ROVING. NETTING IS TIiE PRE�ERRE� ANCHORING i�E�'Hi�D ON STEEP SLOPES. �tAINTENAN�E R��EF2TIUZE THE SECOND YEAR UNLEBS GROWTH IS FU1.LY �.DEC�UATE. MO�U id0 IVIL�RE TH/�N ONCE PER YEAR. RESE�D, fERTIL.IZE AiVD MULCM DAMAGED AREAS IMMEDIATELY. �� ��, �' �� � 5'STEEL—� ROST � (IYP.} t�BL;�'ER OF NO. 5 (��'� YVO. 57 � V��ISHED STONE 2 1( � �� FILTER OF IVO. 5 OR � NO. 57 WASH�D STONE ,..�. .. 1S-GAUGE HARDWARE CLOTH (1/4 MESH OPENINGS} 3' NOTES: 1. DRIVE 5-FUOT STEEL POS3S 2 FEET INTO THE GROUND SURROUNDtNG THE 1NLET. SPACE PQSTS EVENLY AROUl�D THE PER[METER OF THE INLET, A MAXIMUM OF � FEET APART. 2. SUfiROUND THE POSTS WlTH WIRE MESH HARDWARE CLOTH. SECURE THE MESH TO THE STEEL POSTS AT THE TOP, MtDE3LE AND BOTCOM. PIAC[iVG A 2-FOOT FLAP OF WtRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDEQ. 3. PLACE CLEAiV GRAVEL {iVC DOT NO. 5 QR NO. 57 STONE) ON A 2:1 SLOPE TO A HEIGHT OF 36" AROUND THE ViilfiE MESH AND SMDOTH TO AfV EVEN i31�ADE. 4. OfdCE tHE CONTRlBUTlNG DRAINAGE AREA HAS BEEIV STABILIZED, REMOVE ACCUMULATE[3 SEDIMEf�T AN� ESTABLlSH FENAL GRADI�tG EtEVATEONS. 5. GOMPACT THE AREA PROPERLY AND STABfLIZE !T UVITH GROUND COVER ' . r ;, ' .i " ! ' '� ` i • .,, :� r, : .. � � • SEEDBED PREPARfiTlCiN 1. 1F RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, P►DDITtONAL SURFACE ROUGHENfNG MAY NOT BE REQUIRED, EXCEPT TO �REAK UP LARGE CLODS. 1F RAiNFALL CAUSES THE SUf2FAGE TO BEC{�ME �EALED OR CRUSTED, LOOSEN !T JUST PRIOR TO SEEDfNG BY DiSKING, RAKiNG, HARROtMNG, OR t7THER SUITABLE METHODS. GROOVE OR �URROW StOPES STE�PER THAN 3:1 ON THE COM1ITOUR BEFORE SEEDING. SEE OTHER REQUtREMENTB FOR SURFACE ROUGHENING ON THIS SHEET. 2. SOIL SURFACE SHALL �E iNELL PULVERIZED, LOOSE A1VD UNl�t7RM. SEEDING D�IT�S �r4TE WtNTER & EARLY SPRING (FEB. 15 - MAY 15) �PEC{ES RATE tt8/ACRE} RYE (GRAIN} 120 �►ND �COR�APJ LESPEDEZA 5Q OMIT LESPEDEZA WH�N DURATION OF TEMPORARY COVER IS NOT �JCTEN�ED BEYOND .IUNE 15. SUMMER tMAY 15 - AUGUSI' 15) �PECIES RATE (LBIACRE) �ERMAN MlLLET 4Q �R �ALL FESCUE 50 e�ALL (AUGUST 15 - DECEMBER 15) :�PECIES RATE (LBIACRE�, RYE {GRA1N} 12Q SOlL AIVIENDIVIENTS �OLLOW RECOMMEN[3ATtONS OF SOIL TEST O� APPLY 2,040 LB/ACRE �ROUND AGRlCULTURAL LIMEST06VE AND 750 LB/ACRE 10-'[0-10 FERTILtZER. [NCREASE FERTIUZER RATE TO 10Q0 LB/ACRE tN 1"HE FALl. �UIULCH APPLY 4,DOa-5,Oaa LBIACRE STRAW. ANGHOR STRAVII BY TACKING WITH �SPHALT, NETFIIVG OR A MULGH ANCHORIMG TOOL A DISK WlTH SLADES �ET NEARLY STRAfGHT CAN BE USEE3 AS MUICH AIVCHORING Tt?4L. �UfAlNTENANCE 6�EFERTfLIZE IF GROWTH IS NQT FULLY ADEQUATE. RE s�EQ, FERTtLIZE AND MULCH IM�IIEDIATELY F4LLOWfNG EROSION OR OTHER DAMAGE. TOPDRE3S iMTH 50 LB/ACRE OF N(TR�GEN IN MARCH. IF IT IS NECESSARY i'O EXTEN� TEMPORARY COVER BEYOND JUNE 15, OVERSEED IMTH 50 �B/ACRE KaREAN LESPEDEZA IN LATE FEBRUARY flR EAFiLY MARCH. • � •` ; �; � � rn -rrr� e�cn�s RIC DOT #5 OR #57 WRSHED STONE I � �. �,: � � � i�ATUR�►L GROUND Rl�f%�P I;EADWALl., 1' M!N H�it�HT � �ROAA ROAD SHOULQER >' i,.� �'-: : ., ' � '- ' ' .� �,� � �: • �� {EF��CTIVE AUGUST' 3, 2011 } S�'t'E p►REA D�SCR(PTIOW STABILIZAA'TfON 1'IME��M� EXCEPi°If�NS `❑} PERiMETER DIKES, SWALES, DITCHES, SLOP�S 7 Dd�YS NONE U ������ NIGH QUALITY WATER (HQVi� ZONES 7 DAYS NONE � !F SLOPES ARE 10' OR LESS It� 1.ENGTH AN� �ARE SLGPES STEEPER TNAN 3:1 7 DAYS �OT STEEPER T#1AN 2:1, 14 L?AYS ARE ALLQ`�+"�lED ��� SLOPES 3:1 QR FLATTER 14 DAY a % DAYS FOR SLt�P�� GR�ATER THAN 50' IR� r��;.�, �, LENGTH ALL OTHER AREAS WITH SLOPES FLATTER TH�iV 4:9 14 DAYS N���� �CEPT FOFt PERlII�ETERS AND NQt�'� t� ���,,�.�:,,.. 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BY EGi CHK�. BY: MSA PRO.�CT NUMBER B130'2.3 u�A� sH�r Na D-3 i2 OF i� _� EXCELSIOR WATi'LE FL— ��.- F \'A. ►� :� pAVEMENl' SHOULDER ._--.'" � SEE INSET A DlTCFi BAC4CSLOPE t \ ��. •• : •- � � �� � � .� r rvvvr.iV STAKES � � .Zn 'RENCH ���� ��� NOT TO SCALE SILT FEIVCE POST i E � 12" DIAMETER WATi'LE s :}� 9' - -i.�-2� �,rP•)--�{ �� � SlLT FENC� (TYP.) NOT TO SCALE �����: i.a �1SE M!N{NIUM 12" DfAMETER EXCELSIOR WATTLE AND !E(dGTFi OF 1Q'. ;�:z USE 2' LONG WOODEIV STAKES VV1TH A 2° X 2" N011�iNAL CROSS SECTION. �,� ON�Y INSTALL WAl?LE{S) TO A HEIGHT IN DlTCH S(� FLOW WlLL NOT WASH AROUND VNATfLE AND SCOUR QITCH �c'LOPES AS DIRECi'ED. ��,� fNSTALL A M(NIMUM OF 2 UPSLOPE STAKES AND 4 DOVIMSLOPE STAKES AT A�( ,�lGLE TQ WE�GE WATTLE TO IB�'�TTOM OF DITCH. iF a PROVIDE STAPLES MA�E t)F 0.125" DfAMETER STEEL WlRE FORMED iNTO U SHAPE NOT LESS THAN 12" IiV LENGTH. i�',� INSTALL STAPLES ,4Pi'ROXIi1�ATELY EVERY 1 LfIVEAR �OOT O�I BOTH SIDES OF WATTL� AND AT EACH EfdD TO �'�CURE 17 TO THE SOIL. '"r,e lNSTALL MATTING IN ACCQRDANCE UVfTH SECTlOI� 1631 OF THE NCDOT STAP�tDARD SPECIFlCAT(ONS. �„r� r �:%%i�p .�����'s,, ....�.*, ►D.•.•.0•.� �'. ►..+.. � � �:'a ��t����������1�t,���+`+� �. �1a���� 4.����{�+.� �i 2' UPSLUPE STAKE (TYP.) � .��� _.:� ; ���.� NATURAL GROUND � ' 2 DOW(�lSLOPE STAKE {TYP.) � 2x �+ t;oe� noc eTerlc rrvo � i< r ,� � ��:, ' ,1, ; " .� : �� ! '�OTES: `. USE MINIMUM '{2" DIAiVIETER EXCElSIOR WATTI.E AN� LENGTH OF 10'. :2. EXCAVATE A 1" TO 2" TRENCH FOR WAl?LE TO BE PLACE�. �. DO NOT PLACE WATTLE ON TOE OF S�OPE. �. USE 2' LONG WOODE{d STAKES WITH A 2" X 2" NOIUith9AL CROSS SECTION. -�. INSTAI.L A MINlMUM OF 2 UPSL�PE STAKES AND 4 DOVMlSLOPE STAKES Ai AN ANGLE TO 'i�VEDGE WA1?LE TO GROURtD. �. PROVIDE STAPl.ES iUlADE OF Q.125" QIAME3ER STEEL 1�JIRE FC�RMED tNTO U SHAPE NOT LESS THAN 92" iN LENG7N. Z. INSTA�L STAPLES APPROXtMAT'�LY EVERY 1 LINEAR FOOT Oi� BOTH SIDES OF Vi/ATFLE AND AT EACH END TO SECURE iT TO THE SOII.. �. WATfLE iiVSTALLATtON CAN BE �IV OUTSIDE OF THE SILT FENCE AS DIRECTED. :�. INSTALL TEMPQRARY SILT FENCE 11V ACCORDANCE Vi/ITH DETRfL ON PLAN SHEET D-3. n.. -r rc►�l+r �OST �„.. �.v E+�7�� ��1�� � TRENCH .GROUND E {iYP.) `—QOWIVSLOPE STAKE IIV CFiANNELS, ROLL OUT Sl'RIPS O� NETTING PARALIEL 1°C3 THE DIRECTlON OF FLOVV AND OVER THE PROTECTIVE MULCI-I. y . W w v W W W W W ANCHOR RECP 1N TR�(�CH - A 6" WIDE AND 12° IN DEPI� J06N STRIPS B� ANCHORING AND OVERLAPPING � i L. T[ F E�P° Pf�ODUCTS DESIGNED TO CONTftOL EROSlOId SHOULD BE INSTALLED iN 1�CCORDANCE WITH 1�9dUFACTURER'S iNSTRUCTIONS: ANY RECP-TYPE PRODUCT USED AS A PR4TECTNE MU�.CH SHOUt�D �ROVIDE �OVER {3F AT lEAST 3�0�/a OF TNE SURFACE WHERE IT IS APPLIED. INSTAE.tATIOhI !S ILLUSTRATED ABQVE. 1. A6�PLY LfME, FERTtLlZER AND SEED �iE�ORE L4YIh1G THE RE�P. IF �PEPd- VIIEAVE RECP IS U�ED, LiME NiAY BE 1IdCORPORATEt� BEFORE Itd�TALLfNG THE RECp �,(yp FERTIl.[ZER AND SEEQ SPRAYED Otd AFT�RVtIARD 3. Tt� JOIN TWO STfitPS, CUT A TRENCH T(? ANCHOR TF9E END OF THE NEW NE`i". 2. PLAGE THE RECP 2'-3' dVER THE Tt3P OF 1"HE SLOFE AND tt�Tt� AN EXCfAV�RTED EiVD TRENCH AiPROXIMATELY 12" DEEP BY 6" W[DE. Pl1V THE RECP AT 1' INTE�VALS ALONG THE BOTTOM OF THE T�EIVCH, BACKFtLL, AT1D COMPACT. UNf30Li. THlE RECP DOWN(OR ALONG) THE SLOPE MAlN"CAINING DIRECT CONTACT BETWEEN THE SOILS PafVD TiiE RECF. OVEFZLAP ADJAGEt�'Ti ROLLS A iVilN. OF 3". PIN THE RECP TO THE GE30UPID USING STAPLES OR PINS IN A 3' CENTER-TO-�E�lTEFi PATER9�. 130 N4T STRETCH TE�9� RECP WHEN APPLYING STAPLES. i T tNSPECT ALL MULCHI�S PERI4D1CfiLLY, AND AFi'ER RAtNST4RMS i'C? �HE�K Fi3R RiI.L EROStO�i,'DISLOCATIUiV, �R FAtLUR�. WH�RE EROSION IS OBSERV�D, APPLY ADDITIONAL MU�CH. IF WASHOUi OCCUR�, REPAIR THE SLOPE C��iADE,RE�EED, AND REiNSTALL MULCH. CONTIiVtJE INSPECT1qtVS UhiT1LL VEGETATIdN iS FIRMLY ESTA�LtSHEiS. „ . �. � 'i i '! i ; �'; ,:•�..,.'�'�!! , ; �. 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'.'.'. .C'�.',;.� .... ..�.ef. . . .•. � . . . . . . . . . . . . . . .. . . .. .'.. . . py..�. ............. ......... ...... . . .......... . o. ... . ........................ m.:,.. .................................e...,.'.........�ti ....... .........................�a;.... �; � -� . !" � � • i � � y( � i � . �' A � �, �' � � � �: i� � r 1, , , � � � � � � i i- -.,r, � i ` r ,' . rr► ' . � �, 'y; � � , r ', � DATE: f l —t15-13 DRWN. BY: EGT CHKD. BY: AdSA PRO�CT NUMBER BJJU'G�.+� .�.....de., oRAwnNC No. ���r No. D--4 13 OF 14 -ro �owER co METER � �r r T L! t� � SERVtCE DtSC. 2081120V �� 10QA 22K A1C 4X STAWLESS G�� F';�� � DRIVEN RODS (SPACE 6 FT AP�.i:i') � � r � w � v Cn N � � AUTO TRANSF�R SWITCH 208/120V 3II 7�� 3 POLE {SOLID NEUTRAL) 4X STAINLESS 1 114" CONDUIT FOR CONTROL G�.BLES AND BATTERY CHARGER �:ABLES ---�- STANDYBY GENERAT(1R 208l120V 3Pi 34 tCW �� � � �j�HT ci€teut�r WP U WP � GFI � w � �i L7 N 3� &ERVICE RECEPTACLE PANEL-R 208I120V 30 100A 4X STAINLE53 MLO BATTERY CNRRGER (ENCLOSED IN AUTO SWtTCH) 3#2, #2-GC, #8-EG, 1 114°-C 41�� SNORT SECTION OF �LEX ����iDUIT AT GENERATOR CONN�CT40tV. PNL-R {�l�01277V) LOAD Ce�LCt1l�ATtQNS iAG DESCRI�7'iOJ�t HP VOLTAt�E PHe45� FL�4 VA P�OTES t� �4 L1GM'S/RECEPT. 120 1 500 OIL PA�! HEATER 'f20 1 300 CELLULAR MONt1Z?R 120 1 300 BATTERYCkfARGER 920 1 400 P-1 PUMP 1 7 1!2 208 3 25.3 9,115 P-2 PUMP 2 71l2 2d8 3 25.3 9,115 TO�AL = 19,729 CONAtECTED LOACa PN�-6� (AaM9�� = 55 U � � w � � � TVitO FIXTUFZES MOU�'<a'TED UNDER HOOD LITHOt�tiA DMV1i 2 32 P�: � 12Q OR EQUAL ALAR�fi �.tGHT AND HORN nliOUN�" �N TOP OF HOOD PUMP CONTROLLER 2081120V 30 4X STAINLESS CELLULAR MONITOR POWER CIRCUIT -�---BLOCK HEATER CfRCU1T 3��i" CONbU�T A �.���R E_�( SCALE: NONE CELLULAR ANTENNA � � Q U _1 � � j"' O U CELLULAR MONITORING SYSTEM 4X STAiNLESS ��AL OFF '`�`!P[CAL ALL CONDUtTS TO WET WELL} POWER 70 PUMPS AS REQUIRED COORDINATE CONQUCTORS AIVD COlVDWTS WITN PUMP SUPPLIER ----i POWER CABL�S FLOAT CABLES CONTROL CABLE C4NDUlT �OORDiNATE WiTH PUMP SUPPLfER PAiVEL R RR�'ING �2Q/208 \/ 3 PHA�E 1(i0 AMPS CKT. WIRE WtRE CKT. N� LOAD SEF2VED BKR S�� VA LEG V�. S�E BKR LOAD SERVED �Q 1 LIGHTSJRECEPT. 20-1P 12 500 A 6,G:� 6 2 3 BLOCK HEATER 2Q-1 P 12 300 B 6,G?�6 4 80-3P PUMP CONTRO�LER 4 5 CELLULAR MOIVlTOR 20-1 P 12 300 C 6,�' { 6 � 7 BATTERYCHARGER 2Q-4p 'I2 40Q A 8 9 B 10 11 C 92 13 A 14 �s B �s 17 C 18 LEG A B C TOTAL CONlVECTED LOAD LOAD BRLANCE AMPS 19 1$ 1�' 5b AMPS CtB TEMP ?5 C P.IC 22 I�f AMPS MUUNTtNG SURFACE NEMA 4X MAIN CtRCU{T BREAKER Mt,O VERiFY C/B SIZE AND CO3VDUCTOR Sl�E WITH EQUlPMENT NAME P}..A i� BEFORE iNSTALLATlON. BUS BARS SHALL BE TIN/SILVER PLA7ED COPPER AND CIRCUIT BRE:'-:KERS SNALL BE BOLT-ON TYPE. �IGHT NOTE: 'f . ALL DIMENSiONS ARE TYFtCRL. VERIFY SIZE OF EQUtPMERIT WtTM SUPPLIER BEFClRE SlZING RACK. 2. U5E STAINLESS HARDWARE TO MOUNT ALL B4XES TO RACK. USE NYLON WASFiE� BETUVEEN BOXES AND RACK TO PREVENT METAI. TO METAL CONTACT. s �cK �YOUT E-1 scat�: NONE � � .. 1. ALL W�RK SHALL COMPLY W1iH THE iVATIONAL ELECTRIC CODE {NEC). WORl4�?��ANSHIP SHALL MEET OR EXCEED lNDUSTRY STAPIDARDS. 2. ALL WiRtNG, PANEL 80ARDS, DEViCES RIVD OTFIER LIKE MA7E64fALS SHALL BE �J.L. l.1STEQ & LABELED. ALL MATERIALS SHAi.L M�ET ThiE NEC �OR THE iNTE1VDED USE AN� i�l5TAL�ED IN ACCORDANCE Wt7H THE NEG. 3. ALL WIRE TERMlNATtONS AND EQUIPIVIENT TU BE RATIEb FOR 75 DEGREES C l��i�fIMUM UNIESS OTHERWISE NOTED C)N PLAN5. 4. PROV{DE THHN/'['FiWI� COPPER WtRE. R�OVIDE A MIiVIMUft� WI�2E SiZE C}F #12. ,�LL WIRE #�8 AND LARGER SHAL.L BE STRANdEQ. 5. ELECTRlCl1L CONTRACTOR TO MC)UNT ALL DEVICES TO RACK SUPALIED BY G�. Ci00RDINATE RACK SIZE WITH GC. 6. RECEPTACLES iNSTALLED OUTSIDE SHALL BE GFaC?UE�D FAULT, WEATHERPROC�F RECEPTACLES, EQUAL TO HUBBELL GF53621 WI71� INUSE COVER. 7• USE GALVANI�ED R#GID CONDUIT WITH THREAD�D JC)1NTS FOFZ ALL CONDUlT �:�OVE GFiADE. BURlED CONDUIi SHAL! BE SCH 80 PVC. � � � � ;� �. ;� . GENERATOR SIZED TO OPERATE W1TFi TWO 7.5 HP 208 VQLT 3 PHASE MOTOR WITF� �'IME DELAY STARTER. � ����q{� Jti"'��f ��,.-` .���,.d�'' � ��,�.,.'��4 ci�` �„�=�� o � � ��.. . f' 4�1 I^.4.�L. �.. SEAL � :', ' ',' ` , •, DATE _ _ _ � . �; •'• i '• � - - _�'' Q�i� :..��� '��, r . , � ' �. . '� r0 MATCH EQUIPMENT I BY MES ............................... .............................. ............................... .............................. ............................... .............................. .-: ,': .' . . . . . . . . . . . . . ..'o' . . .. . . '.'�'. . ....... ........ .. ... . .. .. . .. ,N. .: .'.'.` '.`.•. . . .. . . . . . . . :.�.. . . .:. ... , . •.�.:*'. - .,.�. �. .... � '.�.•�. .'.'.'. , � . . . . .,Q,. `'• : . �i �° .....4�.'.'..'.' �:. : : oa � ' . . . . :�: : .� �.�.�.�: '� � .;�..�.�.�..::� � �. .: � � .....,... . ..�..�: .... � � ..... .. . ': '. � •. � :•;�:.• . .�„ . ..•• . ;o.:. ' ' .°�?'... '�%.'. r.M.. • . �. '�. .� �•�.•�•'i .. . ..�. . . . .t�' . . . . . ..;�: � . . . r4..� . . . . � ...... � . ., :.:.;.;� � a . . ,., , :.... •� � .. '•' '•'•'•' 0 � Qa : ,', .'�'� .'. .. . � . .�... . . . . . . � . .': ,.�., �. ''.''`' ° ' '.'�'...'�'�'a .... ... �.��� � �.�.T.. . .. ...�. � �•.•...`. . .•...' •.......•....... ....•.,.•. •.���.•. . .... .. .... .'C'. �. . . . . . . . . .���. ., , �. � . y � • i �: -�( � . ii's � � �' # � �, 4 _ � � � � � � �� ` r �� � .'` � � � �' � >. �' J > �.: �. � .. . �' ,�. �, r "� � w a 0 135 Lake Wackena Road SGALE: A3 StiOWiV OATE: &6-13 Gotdsboro, �IC 27534 DawN. BY: - CHKD. BY: - �aECr rrums� B13092.3 Phone (919) 751-3947 DRAWING NO. StiEET NO. E-9 ? OF 9