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HomeMy WebLinkAbout20110847 Ver 1_More Info Received_20111108Transmittal To Division of Water Quality Date 401/Wetlands Unit Project 1650 Mail Service Center Raleigh NC 27699 1650 Reference cc Attention 0 Dewberry 2301 Rexwoods Drive Suite 200 Raleigh NC 27607 919 881 9939 919 881 9923 fax 11/07/2011 Project No 50038629 Greenway Bridges Replacement and Removal Project Project # 11 0847 and 11 0848 We Transmit the following for Description ❑ as per your request ❑ prints ® your approval ❑ under separate cover ® copies ❑ your review and comment ❑ by mall ❑ reports ❑ your file/use ❑ by messenger ❑ studies ❑ revision and submission ❑ by pick up ❑ reproducibles ❑ distribution ® by overnight carrier ❑ product literature ❑ by overnight carrier early delivery ❑ as requested by ❑ as approved by ❑ as submitted for approval by Copies Date Number Description 5 11/07/2011 1 Response to Comments 5 11/07/2011 2 Pre Construction Notifications Pages 7 Table 6 b 5 11/07/2011 3 Exhibits A and B 5 11/07/2011 4 Buffer Impact Table 5 11/07/2011 5 Permit Plan Set to Facilitate Review Comments This is the response to comments for PCN application submittal for Greenway Bridges Replacement and Removal Project in the City of Raleigh NC Please let me know if there are any questions with this submittal Signed 'Shweta Chervu PE Project Engineer Dewberry If enclosures are not as noted please notify us at once D NOV - g 2011 11AMDSAf�SA TM WANCH 9� �O � 'ON 133HS 6 ���� ,o0z�66� b n1011 °I10�11�1�� — cI� S S �� �� ��I S ,,;-�f,,--� ��,�� ��,: �_�_____; �.._._..�___- ; o�� � �-. ,�� , ; ', f �� � "� t� � E i t � ��� / t t p � I� � �r���F...._.-..-----$ . °a`d023 Wba 3�I�d1 ��0 SS3��`d � � ` � , �� dl ,` t ` �, � ,-- � � Jl`dMN332i� ld a31`d�0� ��bC1.3a 33S `3�Nb�11N3 NOIl�f1�IlSNO��'M � � �,�� � `, � �-�`� 6Z98�OOS 'oN l��road 38 Ol N�IS "IdN0111oob SS3��b NOI1�f1211SN0� JI�d�OdW3.�'� ' ° `� , ; � '�I`dl3a 33� „NOI1�f12�1SN0� ���-=��� 9��.�,i��8�,0 �NId �`, �� ��'��-°_-_�� __ , r-- ��N HQ �, �,_.. ...:-'� �0� a3S0'1��_.SI JlbN1N332l9« � --._�. �._. � , � �L�# ���I�I� � N�IS .��1t��dW�l> `� _ � r ��_ H�I�.'I�2I ,�0 A,LI� �s ��.��.��M_ ____ � { � ,,� ;'� ��.�.� �` --� �f�d �z��v��o� xo r�oN _� 1 ,`�� n�.. � �v����or ��� - �v�� ,;�� �� �l� � �.-�� ..� ,1 .� �. , � - � _ .. _ � � ; ,� �' �,» ,���-�' � --� _� � ,�' � � o � ,-�-�°"� , . � � � �, . , : � � . . . , . , _� .� �� , ; , � , � �� ''�; i�� , .M1 � . �, `ti,`"j i ;' ��"` �/ .: l`` � �,,'-' � � ! 1 i 4� �' ��`�,,�j � � �J i � �, �� �I�I1I1C�VV�(] '� - _ _ — ; ' ,�� ,�--`" �— � e,' ..r�""�^'� � '}1S / �-•! ^ f (,f t t' �`,,. ^-..,,� � �' .,-`�ti � �,� . £^'""} 1 f .'{ 1� / r _ � � . t t� f �. � 1 1 i k� � 4 'i � � t� � SI�iC�l�l(��1�� aX� �� ,,.,'-� "�,3 �, .1 �:� � 't 4\" ( [ ,� ,� � � /i4�� , , ,.��.____� �"�. ,'` � � ��s �� � � � � � ,. , �, ,�� r �� � � . � !� ✓" � '; �? .,�--� � � I ., 1 ! j' � l/''�� � �'`,,. , - - �• ' `4 t �� , ��f �,,,'} . � t� � .�d" ..�, , �` 4 � "".� �' �x �� -;°� � ,, : .'"-��4 t 1 . ..... , t. 3�111 c ,z�`" � s, `�._ � �° t � ; ,`i , , ;,` vw ;�, ; � � � :y� °ti —� ! l '; !.' ,�' � -- `;� '� fi �I f � . �.. � 'ti,.°`� � ( j �lt ;t � f ;-� -`' � � � % � �� �� %� �� / , . � __� l lOZ ?�3801�0 31ba '\ ' � �_ _ �.� ' � ! ! f� r` �� �' 1 �... 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A�����a� �t, � � � � 1 aN�d ���hh�01V�d1S N�IS�� H�I��� �O �.l.I� HJ.II�A 3�Nb/��lO��b� =4 , '' ' ': �� / 1�I�1S NI �8 ,1� S S�OHl� 011,� �1.SN0� � °I�dl�l�1. 1 ��.LON ' j � JNINNYId !!31`dMW2101S s3uniln �nana S3�1/�213S NOIlbJ.210dSN11211 6L90-d#S139�N Ez66't88'6t6�ct/� �S321f1J.dN91S ssss�Gae�sGS �3NOHa 1N3W3Abd HSI�OW3a L09LZ�N'HJI3�Vti °3�Ndld3��d l`dNl� Ol ooz a�ns 3niaa saaomx�a �osa 2�0121d o30210�321 38 Ol 32N S1N3W3Sb'3 a31V13S A2M1JNV5 •�us `saneQ �g �(.aaaqnnao anend '1V�02ldd'd h131llaM A8 03ZI?�OH1f1V SI 3�NtM� d HSI�OVd3� /������� �d SS3'IPlfl 0311b1Sldl OS 38 �IVHS aMd H913'IV21 �0 .W� 3Hl .t8 a3A0addd N338 3ntrH S311111�b� 3S3H1 '340� .LLI� 3Hl .t8 a3L�1�3dS Sd SJ332115 TIV NO Q31�f1211SN0� aN3�3� NOIII�OW3a 38 Ol 3211f SdWVtI dV'JIOMiH aM�/ S�lb�ld�341S 9tdiafl��Nl i•o� 'S31111i�d� �IlBfld 213H10 ON`� SNOLLMld1SNl 1.1J1W1 �omm�+ P�/�1t r`i� '�..��, tJTIL.ITY INSTALlAT10N5 A�ID OTHER PU�LIC FACILITIES, �s��� iNC�UDING SIDEWALKS AND HANDICAP fiAP�PS ARE TO BE COIVSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY CODE. THESE FACILITIES IiAVE BEEN APPROVED BY THE IVEW WOFZK LEGEND Cf1Y OF 12ALEIGH AND SHALL BE SO INSTALLED IJNLESS A A CHANGE IS AUTHORIZED BY WRtTTEN APPROVAL. PUBLIC Dewberry & Davis, IiIC. SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR 2301 REXWOODS DRIVE ASPFiALT To Flw►� AccEprat�c�, SUITE 200 .. ., RALEIGH,NC 27607 SIGNA7URES: PHONE: 919.861.8939 � � � CLASS B RIP RAP TRANSPORTATION SERVICES FAX:919.881.9923 NCBELS#F-0679 PUBUC UTIl1TIES , , CONCRETE o a ,. a ,` , SfORMWATER � , a: a � � PLANNING a � / TP _� TREE PROTECTION ° : z NQTE. ALL NIATERIALS AND CON�TRUCI'ION METHODS SHALL �E IN STRICT - ' ACCORDANCE WITH CI� OF RALEItaI� DESIGN STANDARDS AND COIR MATTING SPE�IFICA�TI�NS. PA PUNIP AROUND ` PROTECT S,�NITARY SE1t�Ef2 COIR MATfiNG � PA-D PUMP AROUND DISCHARGE / AND SEEDING � � PLACE f�LASS B RIP RAP W ON ALL DISTURBED NOTES: P�� = Z cu GEOTEXTdLE FABRIC ALONG ALL SLOPES OUTSIDE Z � o 1. PROTECT EXISTING SANITARY SEWER MAIN AND ANY V (,� � - ; DISTURQED EMBANKMENTS AT A OF RIP RAP OTHER UTILITIES DURING CONSTRUCTION ACTIVITY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION Q � W � — � THICKNESS=18" UNLESS �— OTHERWISE NOTED 2. CONTRACTOR SHALL REPLACE ALL GREENWAY TRAILS OF EXISTING UTI�ITIES IF REQUIRED DURING INSTALLATION OF — � � � � w z D A M A G E D D U R I N G C O N S T R U C T I O N A T N O A D D I T I O N A L N E W W O R K. � � a C � COST TO OWNER. 10. CONTRACTOR SHALL HAVE ALL PERMITS AND APPROVALS PRIOR � <C � ~' E X T E N D SPHALT 15 LF BEYOND 3. EQUIPMENT SHALL NOT FORD THE STRE4PA. PROVIDE TO BEGINNING CONSTRUCTION. � � � � � °¢� CONCR E ENDWALL AND TIE TO MODIFIED NCDOT CONCREI'E TEMPORARY STREAM CROSSING. 11. EXISTING TOPOGRAPHY BY DEWBERRY & DAVIS, INC. AND � � C.� � � EXISTIN ASPHALT PATH AND ENDWALL VV/ 2-60 X 46 4. CONTRACTOR SHALL CLEAR, GRUB, AND PRUNE WAKE COUNTY GIS. � � � W � � MATCH GRADES ARCH PIPES. 16 LF � 0.62� VEGETATION TO THE MINIMUM EXTENT NECESSARY TO 12. CONTRACTOR SHA�L MAINTAIN CONTINUOUS SEWER SERVICE TO � —, Q � INV IN 342.4-4 (� � = O CONSTRUCT THE WORK. CONTRACTOR SHALL OBTAIN A EXISTING RESIDENCES AND BUSINESSES THROUGHOUT � � Z ' TREE REMOVAL PERNIIT FROM CITY PRIOR TO GAINING CONSTRUCTION OF PROJECT. � C.� > � � - ----- ----= ---, ACCESS TO THE SITE. THE Pl�4N SHALL BE CERTlFIED. 13. CONTRACTOR SHALL COORDINATE GREENWAY CLOSURE AND � � � � � .., 5. D I S T U R B E D A R E A = 0.0 5 A C S I G N I N G W I T H C I T Y O F R A L E I G H P A R K S A N D R E C R E A T I O N. � � � c� W 0 6. ALL MATERIALS FURNISHED AND WORK PERFORMED 14. CONTRACTOR SHAL� MINIMIZE IMPACT TO STREAM DURING � ¢ � P A ` /� SHALL BE IN CONFORMANCE WITH THE CITY OF RALEIGH CONSTRUCTION. L L I � � W � °C � - � ` � ; � / 1 SAF-fEY RAIL ( P) STANDARDS AND SPECIFICATIONS, SEE CORPUD 15. IF NECESSARY, CONTRACTOR SHALL BE RESPONSIBLE FOR � LL� W � � � " , � � - - _ ��---� 1 SEE DETAIL S Ef C-13 HANDBOOK, CURRENT EDITION. TRAFFIC CONTROL AND PEDESTRIAN NOTIFICATION. � � � �- ; � > __ 7. EXCAVATION AND CONSTRUCTION SHALL PROCEED 16. CONTRACTOR SHALL � / .-- ————� �:MC�� � TP � ACCORDING TO THE LATEST OSHA REGULATIONS. + �- � r��` � � / ` " �. UTILITY LOCATIONS. '' / , , TOWe � .�j:l \ SEAL �e��� °�i�� � aae�np NOW OR FORMERLY � :.......•. . v� �•••� � �4 • ,�, `� . . 'E q . � \ NOT ALL EXISTING UTILITIES ARE SHOWN ON THE e �;,..o.eRO� �. PI�G LAKE �OH�TSON REMOVE & RELO�ATE • • : / . . ......�: :.::. '��.� ,: �.�''o oytiy'•o, , O ME1NS ASSOC / .•......:•, ....:::•:::•:•:.. .;:..�.� •:� - . : . �..� � � PIJ�N THE CONTRACTOR IS RESPONSIBLE FOR E � .................... .�r� /__ :.•..:••::.•.•:.•.•.•.•::.•.•.•:...:..:•. .. .. .�.J..��. � �(1— — 9) '48 � e'`�� •- LOCATION OF A�L EXISTIN NDERGROUND U IES DB 13603 PAGE 0569 '� 00 632 494 , """ •"• ' " � ' HOURS PRIOR TO EXCAVATION t ° • . l .�4�.� . . . .... ; � . ... ..•.�l•.. . . . . . .. • 25953 . .,: .... r. ... . PIN. 07835 ��� _, . ....,. .. �...... ........... . ... . tST'u C: � � � ........ . � '`s-.,,:e,�`. ..... .. ..................c... ... �� ae S N�.�o ' ' ���'b N / .. .�. .. 1 . I .,�NCE N E�'.��� . ... 1 . TP '�"`�- ••• � • ' ' � COORDINATE WITH UTILITY AGENCIES FOR LOCATION �'•.q�F°....E..• '.•°� / - �'�• •'�•' '� ' OF EXISTING UTILITIES AND WORK/COORDINATE WITH �'•• � ���� .. .. ._ .• . .. � �- —...1 � '''""'� .. . . . . i ����Aesei�S� � r � M •�•� ;�;,•,;•;,•,•, � EACH ENTITY TO REMOVE/RELOCATE CONFLICTS. ..... / / �� � TOW: .:. ( � � � � c+� ` . VERIFY LOCATION AND ELEVATION OF EXISTING KEY PI.AN � UTILITIES BEFORE CONSTRUCTION BEGINS AND � a. w c� �,,� w . .. ... , � ` ' c�i � ,� ,,� � .'.'. : \ � ` ' ; ZONE 1 COORDINATE WITH THE ENGINEER FOR CHANGES TO �_/ � `{ 6 ,�� ' THE SANITARY SEWER LINE LOCATION AND/OR ZONE 2 ` / ` � UTILITIES. IF CHANGES ARE NEEDED, PLANS MUST � � �E APPROVED �Y CITY OF RALEIGH PUBLIC UTILITIES � �� �� � � ZONE 2 DEPARTMENT> I \ � � � �o '. � I LOCATION AND ELEVATION OF EXISTING UTILITIES AS � � / � SHOWN ON THE PLANS ARE SHOWN IN APPROXIMATE �� �;i MANNER ONLY> I ;..""'' � I NVERI"� 342,34 EXTEND ASPHALT 20 LF BEYOND � SCA�E ZONE 1 CONCRETE ENDWALL AND TIE TO I EXISTING ASPHALT PATH AND MATCH GRADES-SAW CUT NOW OR FORMERLY CITY OF RALEIGH DB N/A PIN: 0783517'746 No. DATE BY Description PROPOSED GRADE �0 60'� X 45" ARCH REViSIOtvS CONCRETE ENDINALL DRAWN BY JKD TOP OF WALL DESIGNED BY PAK . 347.01 > J LL CHECKED BY ' , OCTOBER 2011 : � �-_�5.� ,�5.��-- DATE _.. _. 1' INVERT OUT= 341.34 I1°E LAY 1°, R�aDIN �ITE LAY�tJT ERO�I ONT'R�L w GRAi�ING � ER��I(JN ° CC�IVI°RC�L — LAKE � �R�xic sc� SEE DETAIL SHEET C-13 o JOE-II�IS�N �F�I�GE �#�4 W ,� 0 g iQ 20 40 = m PRO�ECT rva 50038629 ( IFt FEET ) 1 inch = 10 ft, �� �� I �G�IVI �.S��a7������'�1 V � p : 5� SFiEET NO. 9 C7F 16 _: °e�e� �4.� a� _ `.��e i j f UTIUN INSTALLATIONS AND OTHER PUB�IC FACILITIES. , � �`"`�--- _ ' -'''J y 1� ,;'- INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE � ��.���-���,,� � DEMOLITION �EGEND � � � t� �� � ,'. ' ,-` � _ ` z�� ;.-;� ' CODE.�THESE�FACILffIES HAVE B Id APPROVED BY THE� ' � '�� �� ' � � � �----- _ ? � '� r' CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A � � � � � � f! �/ 'r , � �������/ DEMOLISH f` � A CHANGE IS AUTHORIZED �Y WRITfEN APPROVAL.. PUBUC Dewberry & Davis, It1C. ? � `> > t �'� ,%' ~ ' �' SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR 2341 REXW�ODS DRIVE _ .__, � � `, r ,' - �- - __ t � ( � ,; ' TO FlNAL ACCEPTANCE. SUITE 200 ;� �` ' E ISH CONCRETE l�`�' 27s°� , °; - ; �' � � D MOL �� : N,Nc - __.. \ , ry^`yF ~ � "'-~ j' NATURES PONE: 919.881.9939 � ' ;` , SIG . FAX:919.881.9923 i , � � � ,-�` ,� -� � �� `;t f , ,� i _ NCBELS#F-0679 � , f ,; TRANSPORTATION SERVICES t , � r �� � �` f' � ZONE 2 BUFFER % �`� � � Pueuc un�rnES � � ;� � � ���, � ,i' � 1 � ' �-' , � � 1 ` ,,%� t STORMWATER � � �'�� , " � �� �' �-� � � �f�� �< � ,, � � PLARlNING \ i �',. �, �� � � � � f� �� � i� � '�� �� r t � � � � '� ;, ' ' I'�� . ' " '` � N01'E: ALL MATERIALS �►N� CONSTRIJCTION t�E1'HO�S SH�►L.L BE IIV Sl'RICT f, , \ ,� ,, ,' � ,� ; ' � —'''���r %� A�ORDANCE Wi�'H Ci� OF RAL.EI�H DESIGtV ST�41VDi4RDS �eND , I 1 -',% - . � f `l /�.l-"'`' f>- f �r �PECIFiCAT10NS. � ��u� z I f j } � i` { r' . � t j l� „ � %/' � t . / / j /r'. J �, i � �14 ,f � �' ! `rf �� , ZONE 1 BUFFER `�J J / ' ' �' ) . f � Jr 2 ��� � . ` ! ..../" ,f . / lf ( / � � _ _�_ �_-- ---~ ' � � LIMITS��F DISTURBANCE ;-'��� ' ' � _�.__ ; :'� , ' %' _�_ , � ` ` _� �.._ __.._ ._.____ __..�_ __m.. � ; i �� ;' , , ; SAWCUT �r , , � � i ' NOTES• �� � ; 1 � . � 3 ' � � ,-" � � � , � � ��''� a'� �- � � ' ,.--- i' / - �, ; 1. PROTECT EXISTING SANITARY SEWER MAIN FROM ALL P� � � � "' ' � , ��„`;_. r � ` -' � CONSTRUCTION ACTIVITY. �°� � � � � � 's� ` '� i ' 2. CONTRACTOR SHALL COORDINATE WITH PROGRESS ENERGY TO � � `y � ,� � � :� ,� � � LI.� E— � ¢ �'� � ; � � � , TEMPORARILY RAISE OVERHEAD ELECTRIC LINES FOR SITE � <( w Z � J � � � ° ' � ��� ������ ? � �' ACCESS, AS NEEDED. � � � � � �� .�_ � .� ---- --�--- --- t,I�---� ----- --��� � ��"���` �w �-.,_ ,� � ���"" ��t � , �� �_ ,�'`� � , �' . ' � � rf" ;� �` 3. CONTRACTOR �SHALL REPLACE ALL ASPHALT GREENWAY TRAILS � � � � � � � � ; -- �� �; , � � j , 1 ; DAMAGED DURING CONSTRUCTION AND SHALL RESTORE AREAS �J � U � Q .. f ` -- F�` ��� ? ` WITHIN THE PROJECT LIMITS ALONG THE SITE ACCESS � � I.l. V _ _ ` �� �°�-�-�. ._. '"� �,� ° � � '` � �` ��� `���� ���c=��'�� `� � �'� � " � CORRIDOR COMPACTED BY CONSTRUCTION ACTIVI-fY BACK TO � � f- � � I' ' � � ���` �<:��aai�, `� � r'� j � � � � � ;,r ; / ,�, ��:�, r� j ; PRECONSTRUCTION GRADES AT NO ADDITIONAL COST TO OWNER. (J„) = p f ; i i ,/ � i�`�� ^-..�^; , '` ,�' : ;� 4. CONTRACTOR SHALL CLEAR, G UB, A '� � � � Z J E, \ R ND PRUNE VEGETATION TO � i / , ,�,, ��1 `,�`� , \� % . .__ = � � � � _ � ' ! , THE MINIMUM EXTENT NECESSARY TO CONSTRUCT THE WORK. � � w = ' � .- �: , ,��1 . __- � ` CONTRACTOR SHALL OBTAIN A TREE REMOVAL PERMIT FROM C�,� N w � ��.. � :� \��� C I T Y P R I O R T O G A I N I N G A C C E S S T O T H E S I T E. T H E P L A N �' : �` .. � � ;� � -� � ; ,, , �,, ,,.� _:. ' ; , , ,' ;;% ��� ° DEI���ISH BRIDGE � ABUTMENTS ' S H A L L B E C E R T I F I E D B Y A N A R B O R I S T. � � � L 1 J Q� N � ,-°'- � - � r",;\,�� ___ , . � 5. THE ACCESS POINT SHALL BE LOCATED IN LIONS PARK OFF � 'j � �� � � ,, �" , � �,,--- � ;'� �`�, PARKING AREA TO WEST. CONTRACTOR SHALL COORDINATE THE � � � � � `� 1 y; ' REMOVE AND � � � � � �� ,' REPLACE 83 LF ! � ` �- f..- �"� ,,% TEMPORARY CONSTRUCTION ACCESS LOCATION WITH THE CITY � ' � m� � - �- � �.`' - � ' �- ---�-- `t OF EXISTING 12" TCP ti �j. � , , ' ,..-s � � - .'` ''= =� ; � ,��' � 6. ; `: , � � �. ��t r; ___ .�� -�`' ____ --� __. - _- ___-_ -- ; i%` , ' ' WAKEACOUNTY GIS AND AERAL PHOTOGRAPHY WERE USED IN ; ; , _ _ ___. - . . � '\ � ' ,�"�.,. , .- � ,�,w PRO�EC�'_ P�A�IHOLE-AND-- _ __ SEA� ;; , � �. � , .�� -- . �. ____ j A I 0 A , , P ve�eoee�oi _- _t � ;-' << ,,�,,��, ��,<�`-'�-�;,�'� ,�-_, -° �,�,� - �T r �- °��,� ,y� � � SANITARY SEWER " - '.� ' LINES,�SANI�TA YESEWER�RIGHT-OF-W Y AND OMTHER �I EMS RE os�``�` C A IQ���'�e� r t �`' :�ti. �� ��� 1 � f-' ' ' `�f/������ °=a4` G- �: , ��'`�`;;;�.- "" _ - �� �= - , ; SHOWN IN AN APPROXIMATE MANNER ONLY UNLESS OTHERWI�� 0"0����''°SS°�°O�j•°e� , ' }� `, �'1 ,;' f�-��, -°.� ,f' "� ; � -- � -� � % SPECIFIED. �"4 �a��EE ��'� y �'• , � � � _ � ��._,. � � ��l ` f�� ,--` ,�.-� � . � ' ; ��' �,�-- _.�- --- - - ,;�'�� � 7. 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NOTE: ALL DATA SHOWN IN THE SITE � � � � ACCESS MAP TAKEN FROM S I .L � �� �� S S 1V�.�� � WAKE COUNTY GIS AND SHALL BE CONSIDERED 1".���' APPROXIMATE. SHEET NO. 4 OF 1� .�i��, ``o��,, � : 1J11LtTY INSTALLATIONS AND Ol'HER PUBUC FACILITIES, r t �, . , , ��-_.,,.._�._ � ' i � ; ;, � ; , _._ . ' �% ; ; ;; � ��` � ' fNCLUDING SIDEINALKS AND HANDICAP RAMPS ARE TO BE ' ,� - r i , ; � r �, �'� �� ' ` ' - - , � % CONSTRUCTED ON ALL STREEfS AS SPECIFlED BY THE CIIY � ; , __ ; ' `, \ ; �'� � � COD . THESE FACIIJIIES HAVE BEEN APPROVED BY THE ` NEW WORK LEGEND r' ,,- ,�.--_.__. _ , �- , , - ,r � t: � --�-�..__._.._,_ N . ,! ' � ,- , :' � �-_"_—_. ` E , � - � /'� � ° `'v, ,� - J f '� '' ~ .�" f ' A CHA GE�IS'AUTFIORIZED LBY YURITTE N PR VAL. LPUB C ••••••••••;,•,;;••• , ~- _ Dewber & Dav� . ... , , , �- •••••••• • •••••' � - i EN7S ARE TO �E RECORDED PRIOR � S' � ............ �fVffARY SEINER F�►SEM ` B1C �- r ':f.,.'.'�:.'. 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RA NIEH,NC 27607 � � �� ZONE 2 BU,.F,F�R ' ; �f _ r ' ' � � SIGNATIJI3E5: F'HO ' 819.a81.9938 ' � I � FAX:919.881.9923 � `� � CLASS 1 RIP RAP � , j �f ` 1 � ` � r NCBELS#F-0679 ' � � l TRAIdSPORTATION SERVICES , � � �� f� � 1 �; � r � PUBUC UTILJTIES ; � %� , � �. � � � � CONCREfE � � � � � � � � � � o ,. �q a � � , < ,.a� ��, , ��� , I '' � 1� � '` f'� STORMWATER � � � �` � r ,� " � � r , ` PLANNING , �i� t_=��' "��� CONTRACTOR SHALL REMOVE BARRICADE ONGE'�APPROV/�L f� � %� � �� Tp ,�`� - --�""�;r`'� HAS BEEN RECEIVED FROM THE CITY OF .{�ALEIGH PARKS �c ,,% ;' � _� TREE PROTECTION �' �,---�'" � �- , RECREATION DEPARTMENT AND REfURN-'fHEM TO A LOCATION ;� I� / �' , � , ;_ -` �,' SPECIFIED BY PARKS & RECREATIO.fd: (TYP OF 2) J i ' ! � � •� � r,, � � M t�10TE: r4LL MA1'ERIALS AiVD (�O(VS�I�UCTIOtV ME1'0-IO�S SH�►LL �E IN ST6�1C�1° ,' � ' `,,�� }" zo�E 1 �UFFER ,.��� q ANCE ITH CI F ALEIGH DESIGN STANDARDS AND ,E COIR MATf1�NG ; ,��� SA�NCUT & MATCH �EXISTING GRAD� ��� � � � ,� � ;�� , i� SPE(�IFI(°.ATIOIVS. ,� � � t fi�`i� ;� ' � � � � . ; �- , . , , _,v � ._ %" � ; __. _�-- ; _.� r._ I` i� ,� � a ___ _,_ .._..,. __ _._ ._A. _.� ___. � � ; / 1` , , i � _.J. .__ _. _,... _� ___ __ .__. ._._ �- � ,, � , t � i' � , }� r ,-` ;' ' PA PUMP f'AROUND ' � ` '�,, - '','' r f ff ! / ' ._ , . ` � � . �� . . . �� ��� CORRUGATED MEfAL H�D�IALL '� � � ,�� ' - � E �- ---''"� W�WINGWALLS (TYR�=� ; � ,' � _ , ; ! � F ,, •' PA-D PUMP AROUND DISCHARGE , ,� � ' DOGHOUSE��IANHOLE � ( ' � � � � - ��° ` NOTES: � � z c� � _ - ; , ' �,�;'� � `` --�---�� � �-','� OVER E��S�TIN� � � � ,-� , i ; _ .� _ ' ,-' � ; � '�� 1 R o �. ... _ �_ �._ .,_ __ ___ _� _ _� _ __ __._ � `---— --�''" - ' \ SANITARY SEWER -" ; � '` ` • (� C� C° � _� _ _ ___ e__ _ 1 PROTECT EXISTING SANITARY SEWER MAIN AND OTHE W � � 4__ �.. �"- � ' ' .:'� ,' j UTILITIES DURING CONSTRUCTION ACTIVITY. IF TERRA � � � -�. ? — c� �' % � ,, , r TO.Pf 246 1 }� 1 ' / �� z �"' �- ... �j ` a, f � � ,. �I1VV. 239.71 , ;` �'�i �� ! COTTA (VITRIFIED CLAY) SANITARY SEWER PIPE IS 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION � � W Q W z ,; ; � , ' � • - M E T A L �4 R C H ,�P E W/H F 4 D 1 N A L L ! � 4 j j` E X P O S E D D U R I N G C O N S T R U C T I O N, T H E T E R R A C O T T A O F E X I S T I N G U T I U T I E S I F R E Q U I R E D D U R I N G I N S T A L L A T I O N O F � � —� o c J �_ . . •�• � ` � f �'�m ' � f � PIPE SHALL BE REPLACED WITH DUCTILE IRON PIPE NEW WORK. � � � <C � c~n O . / • � � � '� . , t' %` oc , ... , .... ,� r' . .�.....:.•.•:.. � ��, ,.- , ...........; ;� , FROM NE�4REST UPSTREAM MANHOLE TO NEAREST 10. CONTRACTOR SHALL HAVE A�L PERMITS AND APPROVALS PRIOR � � , I � `` / .. . ...r:..:.. ;`t N� � 130 �\ ,j - --_ " ` /' ` ' ' DOWNSTREAM (NANHOLE (WITH SAME LINE AND GRADE). TO BEGINNING CONSTRUCTION. � � � � C.� � !` / F f/ � . ' '•'�•'• �£ ;•;•, ;� � , ' � " � _.__, � 2. CONTRACTOR SHALL REPLACE ALL GREENWAY TRAI�S 11. EXISTING TOPOGRAPHY BY DEWBERRY & DAVIS, INC. AND � I.L.I � � 1 � \ LIMITS OF RIP RAP�.. M�fi�HING f� r � J � ¢ � JOINT AND MAT�H EX. CONCRETE ri" NOT SHOWN��FOR� CLARITY TYP DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL WAKE COUNIY GIS. � W � = O / , '" �%`'� �' �':. • �', ;'-�;=� - C ) i ;'� ,'/� ' 12. CONTRACTOR SHAL� MAINTAIN CONTINUOUS SEWER SERVICE TO � � Z f , :,° �,%.•. ��•� . , � � COST TO OWNER. � � f '•''Z��`�"°' � !' 3. EQUIPMENT SHALL NOT FORD THE ST'REAM. PROVIDE EXISTING RESIDENCES AND BUSINESSES THROUGHOUT � � � - ZONE 2 BUFFER • • �f � � � CONSTRUCTION OF PROJECT. — W � � i ' . � . :.,`{� �-r - ,'' ,` '' ,�� TEMPORARY STREAM CROSSI NG. Z � � (� � W ,,, ....,:.:.... � �g � � ' � �� � � � J' �%` i , 4. CONTRACTOR SHALL CLEAR, GRUB� AND PRUNE 13. CONTRACTOR SHALL COORDINATE GREENWAY CLOSl1RE AND � !� N % o .::. .....� ; - .... ( N ..o.... ....... ........•.•.•.•.•:•..•::. 42�. � '" � �� ' ` GNING WITH CITY OF RALEIGH PARKS AND RECREATION. `V Q _--'"� , ,f 1 . �; � - "F 2' SHOUL�ER (TYP) .:......... ....... ��:; 242 - ' ! ' � ' , N 14. CONTRACTOR SHALL MINIMIZE IMPACT TO STREAM DURING I.I.I �- � � � °C � � = `. �� ;= ... ..•.':•:.::'.. --- � _�' �� , , " % ; ' / ,'� C NSTRU�T T�ETWO K'o CONTRACTOR SHALL�O TAIN A � Q .,....... �s��' ,f .... .............i.'., � � _.. �, . -'L'J40 -- � t` y'` " / � :....:.......✓...: �s - _. ___ _.._. ___. � � -- ._ � __ -- _� _— -- -- -__.. __._ „ ` ,' ° _ _. ._.__ _.__ ..__ — _ t .,... __ �. _._. �. ,, � ••••••••••�•��•�•� " ~ ��� " �..� -` �„�- ��" �� J� r:�'' ,., � ' / / � � ACCESSE�TOVTHEPST E'� THE�PLAN SHAOLR BE CERTIF ED 15. FO NEC SSAIRY, CONTRACTOR SHALL BE RESPONSIBLE FOR t� ~ � � � ZONE 1 �BUFFER ' . .....,�... - --_ " _ ; __ � � .;.'��,:;;.�;:;:"' ` i� __ ��9�� �i - �' -' ,' �� BY AN ARBORIST. TRAFFIC CONTROL ON LEHMAN LANE. �../ � � � � `^" COIR MAT AND GRASS 16. PRIOR TO BEGINNING ANY CONSTRUCI'ION CONTRACTOR SHALL � , e,-' � ... . � - : ._ x, _, ;�.-. , ...,'' � - a _ l �` _ ..., � �� .. ;., � .. ..U.f ,« ._� - - .. LOPES � . . , - �. _ ; 1 .:�....>> � ALL DISTUR�ED S r 5 DISTURBED ARE�4 0 13 AC � ONTRACTOR SHALL NOT DISTURB f •••�` ••'•';:•.��,..,:•. " ���f , '� �..�=-'" r %' ," ; 6. ALL MATERIALS FURNISHED AND WORK PERFORMED ' � 24�G----__ .� .,� ..-. � ��'�� -�- �- - (�IOT RIP RAPPED ERA SANITARY SEWER MAI SEAL e��,•,e,•°'s� ' EX.i SANITARY SEWER MAIN. � l • ••y` ••"`'••°°•••• --"y� � - -"" '"� ' J N AFI'ER CONSTRUCTION I • � • . , , ..;. •..�•.,,.....•. - �---- � _ _- -- - --' , -� % SHALL BE IN CONFORMANCE WITH THE CITY OF RALEIGH .•` ••. XISTING R MAIN AND CONTRACTOR ' ` •• 1` 7 75 - _ _ , , ,- ... , _ . , , ; ,,�; „ , , V�R 23 � SEE CORPUD • ��� �Ess R ��' ...��• � j �` .....r:. --' � .� - �`� Sa io ��• O� ♦ .... , .... �'� ... . _. -°��' � .......... � N COMPL . . l . .... ......, - _ - . __., -- -- __�_ ..__ ..__ __- ...,...... � LIMITS OF R1P -RA1�. HATC.F#ING ._ . 17. .� E � •. -- � � , � , � ; _._ __ _. ,�._Y_ p� , =� . . ::... ::::. � HAND OOK� CURRENT DCTION. � �, �'��L . , < D� f`, : � , , - . .. , ..•: ---.. , , - - -- 7 :� �__.. ; , �i. , ..... _ _- � ; . .. . , ..._,... . - � • , . , . - _ . __.____, .: .. .. , 2�4.?•.5. _ _ -� � - - NOT- �t-I�N FOR�,CL-4f�(TY(TYP) f EXCAVATION AND CONSTRUCTION SHALL PROCEED ° ' ' � / ,� , ::.'�:: - .._. . . . � _ _ _ � , �p/ .. ' ... ....' � , 2 � � ���� , ._..__' . _ _ __ ; , _._._.. ; , ... ..........•.• .. _. .__ -- . _ _ _ . __. r , ;� ; �l �Z, ` . — ..: ,,,•, 240 , ___ - -� � , ACCORDING TO THE LATEST OSHA f2EGULATIONS �� ; e PROTECrf SANITARY SEWEF� LINE DUF�IN�_��___�_�_ _._ __ , � , --_ _' �:�_::.•:: •.:�:.'...��:,� 4 - - �---- _ � ^` .- - __._ _� '� '/ . . EbN(S1`USL�f��bNST�tTCT rr . .. ... , , , ,,;.,�,,, 8 UTILITY L ATIONS � .. .. . . . . . - - .�- - . ..��..... ,,, ..,,�, s . _�. .� , , ; � ...__.__. . _,,,, , �_�j ALL DEMOLITION ANDi' CONSTRUCTION ,° ���^ - ' �� � -� INVEf�T ':.�-'.":`.'. '� �-�4� - � � - - -- -- -�� " Y� � � .. `. . __� - _ � _ , ... . _... ., , Z, :.. , , � , .. � . _ ����0 F 6 t N E �' '��e � . -,_ � -- ;' � � , i' � - . �' •,�,--'� �'"' ••• -- -- - - - _ � - - NOT ALL EXISTING UTILITIES ARE SHOWN ON THE •°•'•q�1 ••p.....�•• ��'••' ; ,` � , •• �� �_ _ - 1 S�� , ♦ e , r , .__... , � : r � , ,� � . ,. . ��.•: _ ._ � F _.��_. � 2� 6 1 o . f , ; .__. ,- � � ,. . ' :...:.� _ _._ -_ � __ __ � _ _ _ _. . A. . •::. ; , . / __ ,--%_ . __ , , ,. •;' ..•� -,��- - _ _ ' TOR IS RESPONSIBLE FOR � K��••• ; , ,.. �` j / � � ,f A_ ;:<'� ' " ';':` :`::� _ Q` ` `� � - _ " _ � - � --� - � � CATIONHOFCALL REXISTING UNDERGROUND UTILITIES. ���"O�e�ea�e�•�e .. ..� .-.a'r ...._ _ • - ! f . ......... � .......... �. ,; ' ' ' _ �. �W. . , _ � _ . , � : � , ...:............... SS - , � �r � f: _ _ /� ,,-, , / � , , , _� ,' t ; f s ;,�,, ; � ; ,. 9 �/--� - _ = - " % - 00-632-4 48 �� ' � \ CALL CAROLINA ONE CALL (1 8 949) � _.. ':.•. ; �` ;_° / �, ;i ,:- ;. � �f ... _ - ; , - - .. ... .... ; HOURS PRIOR TO EXCAVATIONo , , �t.- �; f= ;- ., 2 ,Z . ' .. .: . ..• :.: f / .3 . . � �� � KEY PLAN j , i r � � -_ +2� .... :: -�� 'STA8ILIZE EMBANKMENT NIITH ; ` � � -' ' J�2''�� " " '' COORDINATE WITH UTILITY AGENCIES FOR �OCATION r` � i � 2.- p�A� • ., � . CLASS 1 RIP RAP W/ 'l � F '� �� 2 �" � � � `� GEOTEXTI�E FA�RIC (TYP) OF EXISTING UTILITIES AND WORK/COORDINATE WITH f j( ' \�u' � i� . . �. :/ .5�.• \ J � . . r ;` - �`' ��� ,�� ' � ; �� THICKNESS = 24" ' EACH ENTITY TO REMOVE/RELOCATE CONFLiCTS. r � . ; � � %, ; f , .. , ,, ,- ("j1 ::::. F t "" l SJ� ���'1 �.g ,- f � . . . ;,� •��i�i�( j � i . if ? � �� f ' . : i � 1�.E-^�i�,�`alr ��s�i .�.�*�.i."�1���...:�,1.,.�A! �. ���t: �,`%�4: /q�t�.�':'`, i .' .�� f �.�...�R' .. . . � •, \ ,� VERIFY LOCATION ,4ND ELEVATION OF EXISTING , \ ..:�.. � ' UTILITIES BEFORE CONSTRUCTION BEGINS AND ` -� -,,_.t � _�_, � ��.�, ;, �`' / � ... '....... � .. � --- �-��� , 3 � �.,. �� �, L, � , ' -- � COORDINATE WITH THE ENGINEER FOR CHANGES TO �_ f �.,� ._`�..i�� t_a j..�f �" t_�.i._�s t�_�, i \ .� � ( 1 � ����p ,�� , �� c:�� ;���-� ,� � ;� , , ; \ , "' , � . THE SANITARY SEWER LINE LOCATION AND/OR ° � Y ,' ; ; � •��,�{;�;;•;•,•;,, � ;' , � UTILITIES. IF CHANGES ARE NEEDED, PLANS MUST ;�.�� '� °`� 3 ;� :�.. 9 �I�u�•.� ,` ,, . i �j �' =� f , SAFTEY RAIL (TYF) � ,� '�''.�a�.. — � ;t ,,� � BE APPROVED BY CITY OF RALEIGH PUB�IC UTILITIES ,° �� ,� � � SEE DETAIL SHELI' C-�13 � �� .........::::. � � , � �- � DEPARTMENT. � SCA� � ,, � ;� � � '� � `�� �� '�� � � � V � �� . ;` �� ,;;/� �% LOCATION AND ELEVATION OF EXISTING UTILITIES AS ; "� ' '�� � � � � ������ ' SHOWN ON THE PLANS ARE SHOWN IN APPROXIMATE i ; .. ....... .. }� i " . F \ •�• • •���• � \ /,!� j/ . . ; , ! , •',��d'..'..'..'.'. i % ; MANNER ONLY. ,; f� ; `� � ' � �� .•2!.. t SA1� CUT ��MATCF'�EXISTING GRADE j� � � 1 r r � � . .....:R�:.: � .�;� `�, . � �� . , , , j r �,> : , .. ..6: . . .. �, if. ; ' ( � . ; ' � ,� �'� . .... . �., , " �� _- _— ..�.. ...._.___. - ...�.�� � .. ���� �����1 . i � !! ' . . � � .�... ��� / � / /� �_� � (� ( i • , i � !� \ •• -3 . . { •�. r } . f E !{ ` � � � J` \ • •./�� r� / \ . - . •• � 1 t y , � •• • � _� \ � � ; �` ZONE 1 BUFFER �� \� .�:�r�' � � �/ �` . � I F : ` ` / •• ,•e•� �,�,; d•� / '\ . � ; , / � � . '::, �� � , jr` � � �� ••••.� r��� ��= . 7� 4 j ' ' , j� •✓ r ( (� � f 'j�� � 3Ait.t'�s. �.,3"` i .� . , ., .. . � \ • /j/^ �.1/�/ . � . . . . � 7 '! �"-�` ` �' ��'� ��a �a- ��t -�� F d I`���rt�c 9 , . / \ �r'�. - .�� . , t � ' 1 .� _._. �>., �� .. -� ..._.._. .. , � r!-,� .- \ '� �G;� . �.. � � . : � � � i zi �� ���� - ' F � � f fi ��„ E 'E � k� 4 . . / : ' lf � J .,., . � . ,_ 1t ,. . \ _ / / f'••~� / , � - � / i I .`� � � � ��s �s : � ♦ � �� \ . � . � _�.�e� x .... .. .. . .,i � 'V � \-'� �" . . l,� ,3 l 7 ' ` � ,.. \\ / �!// 4 j, t ." . . . J` �, i ` � � / � . F ' � � � ��� `�� e ` ' '� , ;' � ZONE 2 �UFFER � ``� `� F` �� ; ; � ' � / �`�.�� i '� � � / �� ';.� � �" , , % v -� /�' r, PROPOSED GFtADE ` i �, i No. DATE BY Description f . ;, �" ,,% ,-� REVISIONS � '`� � � i �� �� �'� `"� �' 9' 18' g' t� � � � � � �� � � � ;' �� '� I � � � , ,.- /, DRAWN BY JKD ; 1 �� ; 1� , � ,' ,,t` , � � i �1 � ! ;'� . � e� � � � �" /� r,. i'� �' � , � � � � DESIGNED BY PAK � j i `i i , , � � �` " ,.. �� �1 `. � � f' , , - �� . �,.�2'� ��QE�,--'"� � cHECKEO BY ��� � _ \ � � ,�'` r � �` � � �" � i ,'' •• G � � j � ,%� / /� i C p O�i � c��.-,'`� r , ; i 4 ,- OCTOBER 2011 � �' `' � ,f �' � / F �h�S�F�� 6� 3�� �� o��` DATE �'i.�� f,_.S�O� TITLE _. ._____. �.___.........�___r___.___._.�__. __._.__._.__.___�._ 'J GRADE; 236.16 --- -- , �' I � L�� 1 , ��/��� � INVERT: 235.16 � �I�� ����� � ��� I ������L STREAM BED ���[�I�� �c ��O�3I�� ,s�—s�� C(JN1"R�L - LIC)N� F'ARK ����xre sc� �RiC�C�E �#3�1 9Q 0 S 90 20 40 PROJECT N0. -rjQ�3862g { � �'EET ) 1 uach = 10 f� L I W/HEA VVALL �ROS�-SECTlO(V _ sH���o: � oF 16 — ____ _ _ —_ _ _ ___ _ _ _ _. - _ __ __ __ _ ___- --- __ __ . -- __� �L04V �+.:'y, SIDE SLOPES SHALL BE LESS THAN 3:1 �vs�°� TYP. UNLESS OTHERWISE INDICATED ON 2°° SF9�5A � °` �ASA4 LAYOUT PLANS. CUT AND FILL SLOPES SURFACE COUF2SE— 90� COMPACTION SHALL TIE INTO EXISIING SLOPES TO CREATE AN EVEN TRANSITIONo CLASS B EROSIOtV STONE ➢� (T1�P) 6 AGGERGATE BASE COURSE Dewberry & Davis, Inc. 2301 REXWpODS DRNE SUITE 200 NCDOT �5 OR � � � � PpNEH9N9.8819939 2�–�ro 10'-0" �B_�n �57 WASHED STONE FAX:819.881.9923 SHOULDER SHOULDER Yz DIAMEfER OF PIPE NcBe�s#F-os-rs SHOULDER IS OR 12" WHICHEVER REQUIRED ON ALL IS GREATER 2% 2x ��x. CROSS SLOPE 2� TRAIL PROJECTS 25� CL4SS 8 EROSIO —�..- �.. —�-- - TYP. 0 0 o O O O a o a ' _�,,. �• GEOTEXTILE FABRIC FILTER CLOTH COMPACTED SUBGRADE CLEAN BACKFILL ABC EXTENSION SEED AS SPECIFIED o � ., o CAPACITY OF PIPE = BANKFULL FL01fll NCDOT #5 OR #57 WASHED STONE NOTES: 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PIANS FOR DIRECTION OF SLOPE. STREAM � Q � CHANNEL �J.� � Z 2. CONTRACTOR SHALL RE–ESTABLISHING ALL SLOPES DISTURBED BY � z � o (� a' CONSTRUCTIONe � Q I.LJ � � � N C� I E�f/41L — � � � � � � 10' ASPH14LT C�REE Y 1° I TIO �'TS � z � � � o NTS � � � � � �- W �- /�/1-��� � � _ 9t � � � V � �l li . � °m o 36 � W � � � Z �-� ATTACHINE �T T S �� z U � _ � � ��� 0 POST SIZE AND DRILLED HOLE SIZE �r r�000 aasr wzorH �us 2�$" �, ��� e � � � � � N � rn�O'�—�j 4--A i HOLE %" DIA. HEX HEAB '('� , , �J�H� » �'°� � g e � � W � N � �--+�--1=D, A B SZZE EMBEDMENT I � _ �" oia - -� - - O O spy g 36 ��V� � W = Q � � � i-NYLON INASHE6R c� , HOLES � �� � /� =O Z�R1 4.0" 4 0" N!A 3.5 FT. � a U��� � � !i. Y =CA�O B 4.0" 6.0" 1.5" 4.5 F T. � Z 1-1�1—� � Cl3 a°�O J ��—��� ���. . �p H S I G M F A C E A L U M I N U I N S H I M S � ------------ ��°N C")_�z � u ir ar n rr n O � � � _ (FOR TYPE D , E AfVD F SIGN&) � o �t� � NOTES: � � SEAL • ��� ,v 16" DIA. HEX HEAD "U" CHANNEL CROSS-BRACINf �.H t�.�j° ►-+ e � A-Q 1. STOP SIGN SHALL BE RED WITH �Z p NYLQN WASHER ��" DIA. I LOCKWASHER ° Q WHITE �ETTERING. � HEx HE�o—� � � ��NUr �° (� � �G41� NCDOT TYPE III 2 � � LETTERING SHALL BE A MINIMUM 1'EZELIMIt�IARI( SIGN FACE ALUMINUM SHIPoIS�� �J � I ; y �� DO NOT USE FOR CQNSTRUCTION �ARRICADE OF 3 IN HEIGHT AND 2 IN WIDTH. {FOR TYPE D , E � AND "F" SIGNS � ' " DIA. BOLT � � Vtl,4SHER-! � ; � ' � : C!3 Q � �� WASHER � I C ~ �`` ` � � Q Y L q.g~ ` � ' �� , i � � N Z ' � LOCKWASHER /' �. : �\ � � � � � °�° �� � � s WOOD SUPPORT u- KEY PLAN '� +�° H �� " IvUT : . � (� � o � c� � � 's, � .� � � . \ ( � � „ GFiEENYV�IV CLOSED -n A z "s ` `�� . \ � � 30 ,� {n ; J �� (, ¢ � _ ,. ._, D R U M (TYP.) FOR GONSTRlJGT'ION LOCIMtASHER + �� I �BACKING p � m � Z � WOOD SUPPORT �—NUT � i � p�qTE � n STA�ILIZER �AR � � � � �� "u" CNANNEL � � NOTES: D n � Z v � ,\ CROSS-BRACI(dG � � � NOTES: m o � �1'g" DIA. BOLT —� � � � � 1. U S E T Y P E V I I, V II I O R I X R E T R O R E F L E C T I V E S H E E T I N G O N B O T H S I D E S O F B A R R I C A D E R A I L S. 1. SIGN SHAL� BE YELLOW WITH E- >- BLACK LEl?ERING. y � � wasHEa----�-"�� e � � ~ � � ' � � � � 2. STRIPES ON BARRICADE RAILS SHALL BE ALTERNATING ORANGE AND WHITE. „ o � L � � � Z BACKING PLATE �� � j NuT 2. LEfTERING SHALL BE 3 IN HEIGHT SCA�E NTS/AS SHOWN � ,.-''� LOCKWA$HER-� � � AND 2" IN WIDTH. � �,.•'' i �1 -n '�. �,. � Z � o � � ,.•''� � !t1 F— N 70 � � ��,,• LOCKYVRSHER NOTES � _ � ,••'"�� o NTS � ��,.•'�� NUT j ,4" � 4° WOOD POST3 ARE ACCEPTABLE UNDRILLED, AND CAN BE USED AT � ,.•'� � � � � ANY LOCATION WI'FHOUT GUARDRAIL PROTECTION. ; i "U" CHANNEL CROSS-BRACING �� 2.4" X 6" WUOQ POSTS MUST BE USED WITH GUARDRAIL PROTECTI N OR DRILLED � �� TO INAKE THEM BREAKAWAY.{DRILLED V41ITH 1�" HOLES, PERPEN ICULAR TO TEiE DIRECTION OF TRAVEL, LOCATED 4" APID 18" ABOVE THE G OUND) SHEET 2 OF 2 3.USE "U" CHANNEL POSTS FOR CROSS-BRACING SIGNS SUPP4RTED BY DUAL VYOOD SHEET 2 OF 2 ��,� ■ �� POSTS. . � '�' —°`� � FOR REPAIR OF SILT I FENCE FAILURESe USE � No. 57 WASHED STONE. � TREE PROTECTION AREA FOR ANCHOR WHEN SILT �. 1e• FENCE IS PROTECTING DO NOT ENTER � CATCH BSSIN. Q APPROVDED DEWATERING DEVICE. PROVIDE POSITNE WARNING SIGN DETAIL DRAINAGE TO STREAM STREAM DIVERSI�N a� a�ax. PUMPS VAWABLE AS DIRECTED BY THE ENGINEER DISCW4RGE HOSES , STEEL POST YtlOVEN IMIRE FABRIC INARNMG SIGN SILT FEPiCE GEO7EX7Il.E FABRIC TREE PROTECTION AREA '— -""' INTAKE HOSE No. DATE BY Description � � _ @AIN. l0 Gd. DO NOT ENTER MIN. I2-I/2 GA. R�/I�IONsc TO CHECK DAM � �. P OEWATERING PUMP "�,� N � FILI SLOPE ��� ��R� I�R�MEDIATE r ' ' �' �' ' � �' si�Y F�cE FaePoC DRAWN BY J K D � � ^�q ,�,,:'•'••• INSTALLm TO SECOND i � � � '' GRADE WIRE FROM TOP ADE DESIGNED BY PAK FLOW � FLOW �r NTAlCE HOSE 'r s° MIN. cov� - = = —IIIII�IB�IN�III�IIII�IN�aIi�INI�IN�llll _ ��� C L E A N W A T E R D I K E UTILITY INSTAllAT10NS AiVD OTHER PUBLIC FACIUIIES, N OVER SKIRT • CHECKED BY SEDIMENT DIKE INCLUDI(dG SIDEWALKS AFlD HAMDIC�P RAMPS ARE TO BE EXTEND WIRE 6° MiN. INTO TRENCH DATE OCTOBER 201 1 SUMP—HOLE OR P00� CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY AND APICHOR SKIRT d5 . ,, •'.� . ,, . . ., . -'•'•.�. ;•; •' •'.• . . , . . . . . . ,. . '•.• (�2° to 18" DEEP 2° DIA.� CODE. ?HESE FACILITIES HAVE BEEN APPROVED BY TNE DI�c7ED BY �►vGIN�R • WORK AREA CITY OF RALEIGH ,4ND SHALL BE SO INSTAI1ED UNLESS A SIDE VIEW FRONT VIEW i TITLE PUMPS SHOULD DISCHARGE LENGTH NOT TO EXCEED A CHANGE IS AUTHORIZED BY MJRITTEN APPROVAL PUeuC ONTO A STABLE VELOCITY THAT WHICH CAN BE SANITARY SEUVER EASEMER9TS ARE TO BE RECORDED PRIOR NOTES: DISSIPATOR MADE OF RIP RAP COMPLETED IN ONE DAY TO FlNAL ACCEPTANCE. i. WAFWNG SIGNS TO BE MADE OF DURdBLE, WEATHERPROOF MATERIdL. OR SANDBAGS � � 1r� 2. I.ETTERS TO BE 3° HIGH MIMMUM, CLEARLY lEqBIE AND SPACED AS OETAILED. PLAN �TTEW s�c�An,RES: W y 3. SIGNS SHALL BE PLdCED AT 50' MAXIMUM INTERVALS. o+ tj 4. PLACE A SIGN AT EACH Elm OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. TRANSPORTAl10N SER1fiCES r tZi� C 5. FOR TREE PROTECTION At�AS LESS THAN 200' IN PERIMETER, PROViDE NO LESS THAN ONE SIGN PER PROTECTION AREAe o � � 6. ATTACH SIGNS SECURELY YO FENCE POSTS AND FABRIC. PUBLIC UTIUTIES � � cj y T. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. -p � -� 8. AODITIONAL SIGNS MAY BE RE�UIRED 8Y CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD COI�ITIONS. � D " � 9. PLACE A SIGN AT EACH EPD OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAF7ERo STORMWATER O � w � � IMPERVIOUS SHEETING N� �(/y� g N 'T� 10. FOR COt�ITI0N5 WHERE PRACTICE APPLIESt PLANMNG CONSIDERATIONS ( HOWEVER FLO� SHALL NOT RUN PARALLEL 0 ITl r� WITH THE FENC� AND DE51GN CRITERIA. PFiOJECT NO, BASE FLOW + 1 FOOT PLANNING n—+ o � 50038629 WORK AREA —{ � �*t la I1. END OF SILT FENCE NEEDS TO 8E TURNED UPHILLo (2 FOOT MIN.� # p�� y � 12. SEE N.C. STATE DEPFt PRACTICE � SPEqFlCAT10N SEDIMENTS FENCE SECTION. � �r1 � "' FOR COI�ITIONS MHERE PRACTICE APPLIFSs PLANMIdG CONSIDERATIONS. � O �� � = 13. SEE N.C. STATE DEPi2 PRACTICE & SPEqFlCATION SEDIMENTS FENCE SECTION. p m m o � Z (HO�IEVER FLOW SHALL NOT RUN PARALLEL WITH THE FE1dCk1 SECTION A-A �''� n m Z ~ � CROSS SECTION OF SANDBAG DIKE NOTE: ALL IVIATERIALS AN D CONSTRUCTION METHODS m � m S T A N D A R D T E M P 0 R A R Y S I L T / T R E E P R 0 T E C T I 0 N F E N C E - TEMP�RARY PUt�P AR U SHALL BE iN STRICT�OCCORDARICE V�/ITH CITY OF RALEIGH DESIGN STANDARDS ,4ND SF'ECIFICATIONS. N.T.S. SHEET NO. 11 oF 16 ��.i 4' 8` MAX �i.� N1AX ��i�� WOOD FENCE DETAIL r� PLANT CANOPY, DRIPUNE +,x�°�� -�,--G,�� zW��•�� Dewberry � Davis, Inc. ,` �oF�c�r,umt� ' MAX 2301 REXWOODS DRIVE SUITE 200 - FtA�EBGH,NC 27607 5� PHONE: 919.881.8939 _ _ e' Max. FAX:919.881.9923 VARIABLE AS DIRECTED BY THE ENGINEER NCBELS#F-0679 _„� �r;; � ;;�_ I G, � 1 '-0" DEEP BED OF C�,4SS "A" RIP-RAP � � - ;; � MI SPLASH PAD CONSTRUCTED ON � �` � '1 DOWNSTREAM SIDE OF SILT FENCE � � �, �.._ PLAN VIEW OF PROTECTIVE FEfVCiNG � ; i MIN. 12-1/2 GA. INTERMEDIATE AROUND SINGLE TREE- EXPANO A5 WECE55ARY M�N. �o ca. �� �; ; ;; WIRES MAINTENANCE LINE WIRES k� , s� FEN E F R�c ;� 1 . INSPECT STABILIZED OUTLET ONCE PER - �2' � �r, ,a To ECO D ' ' WEEK AND AFTER EVERY RAINFALL. EVENT ���x�� -- - . = �� �' �� „ m N�g� t2 � ;! 1/2 OR GREATER. ,2• � �' _ !�_ GRADE 2.REMOVE SEDIMENT FROM OUTLET AND 12' 2'X 4" HORQ. lWOD RAILS {::. ;i, �;: .:. REP�A�E STONE AS NECESSARY. E( Ij; 40„ ,l+i' I;i . 3'-0' ; � -� ----- ( ' 1' I I T SILT �ENC . a : j!� ,,; I g�O�N I i� TREE AROTEC'�It�N AREA � `![: •^`�< . w �(�' N.T.S. � 18 �'��m�������„���� PERFORATED PLASTIC FENCE DEfAI� M DO NOT ENTER � _�° _ � � .�• --�� WARNING SI�� DETAIL �STEEL POST SEEDBED PREPARATIONS �+� � � � .� �;�{ WOVEN WIRE FABRIC W �.�., �'�i �il; SI�T FENCE GEOTEXTILE FABRIC = N 3�;�� 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL MINIMUM 4 INCtiES DEEP OVER ADVERSE SOIL r� z � O � No�: ;:i CONDITIONS. �✓ � � r,, PIANT CNN�PY. DPoPIJNE �:�: � � N _ _`� CNN -USE SI�T FENCE ONLY WHEN DRAINAGE AREA � � ;�E o FlLL SLOPE Z. RIP THE ENTIRE AREA TO ,4 DEPTH OF 6 INCHES. � � J � W z DOES NOT EXCEED 1/4 ACRE AND NEVER IN 1;" � * FOR REPAIR OF SILT � A R E A S O F C O N C E N T R A T E D R O W N �I,�; Z y^ F E N C E F A I L U R E S, U S E � �..� i.< <k• 3. REMOVE A�L �OOSE ROCK, ROOTS� AND OTHER DEBRIS LEAVING �URFACE REASONABLY SMOOTH AND � J E � , . N o. 5 7 W A S H E D S T O N E. �� -� -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. �!� µ'•�+• FOR ANCHOR WHEN SILT UNIFORM. � � � U !� t =-YARIABLE AS DIRECTEDxBY THE ENGMEER > <<{� �'Ni '� ` ' GRADE FENCE IS PROTECTING � � � ;� C A T C H B A S I N. 4, APPLY AGRICULTURE LIME, FER?IUZER, AND SUPERPHOSPHATE UNiFORMLY APID MIX WITH SOIL. SEE � V �RANGE, UV RESISTANT, 5 P�Y BA RIC DE FABRICT TYPICAL) a � � � � �; �t� o � s" MIN. COVER BELOW* � LL � , �i D�+"�PLAM I OVER SKIRT * � � � � � Q � I �:� iN i2-�/2 cA. u�r of c�woar.DRIR.lNE N ;= 5. CONIINUE 11LLAGE UNTIL A lNELL-PULVERIZED� FIRMo REASONABLY UNIFORM SEEDBED IS PREPARED 4 � � �� L L L L L L L L L L L L L �[� �R�s �� ANCHOR sKIRT AS MiN. 10 GA. DIRECTED BY ENGINEER * TO 6 INCHES DEEP. � uNE NnRES `t- L L L L rnse rxm�criav.+nse L L L ` � � � � � W = � h- Z . �E� 6. SEED ON A FRESH�Y PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR � �;� � � ! W �����'� �,�`��"���� CULTIPACK AFTER SEEDING. � �., Y N 3 =L L L L L L �€�( ORANGE, UV RESISTANT, - - € ` `� � `� �ww��+IIGH - TENSILE STRENGTH, GRADE !(,,� L L L L L' L L L L pOLY BARRICADE FAHRIC CTYPICAL> tt ��� � � � � N Q „�, ,� 7. MULCH IMMEDIATELY AFTER SEEDING. ANCHOR MULCH AGAINST VNND. w /'9 � ,; 6�� �' WARNING SIGN` I �. IPISPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS DURING PLANTING SEASON � � � � � `f' "' PLAN VIEW OF PROTECTIVE FENCING � IF POSSIBLE. IF STAND SHOULD BE OVER 60� DAMAGED. RE-ESTABUSH FOLOWING ORIGINAL LIME, � ry.. ry�+ �' �3� AROUND SINGLE TREE- EXPAND AS NECESSARY FERTIUZER, AND SEEDIIVG RATES. L.1� �-L NOTES� �, ALL PLANTS TO BE SAVED SHAL� BE 9. CONSU�T CONSERVATION INSPECTOR ON MAINTENENCE TREATMENT AND FERTILIZER AFTER PERMANENT PR❑TECTED BY FENCING AS SNOWN IN COVER IS ESTABLISHED, IN THIS DETAI�, SEAI. APPLY: AGRICULTURAL LIMESTONE - 2 TOfVS/AGRE (3 TONS/ACRE IN CLAY SOILS 2. CONTRACT�R SHA�L INSTALL FENCING � FERTILIZER - 1,000 LBS. ACRE OF 10-10-10 , ❑RIGRADINGEAC IV T ANY C�NSTRUCTION CITY OF RALEiGH CITY OF RALEIGH SUPERPHOSPHATE - 500 LBS./ACRE AT 20% ANALYSIS CENTRAL ENGlNEERING DEPARTMENT CENTRAL ENGINEERING DEPARTMENT MULCH - 2 TONS�I�CRE OF SMAIl GR�41N STRAW 3. C�NTRACT�R SHA�L CALL F�R INSPECTI�N ANCHOR - ASPHALT EMULSION AT 30Q GALS./ACRE ��?EL111IIIIV�►!�l( AND APPR❑VAL OF PR�TECTIVE FENCING REVISI�NS DATE: 7/3/00 �Rawni ar.• dTB REVIStONS onre 7/3/0o DRAWN BY.• JTB ORI�RADINGEGINNING ANY C�NSTRUCTI�N P�AN T TEMPORARY DO NOT USE FOR CONSTRUCTION 4, PR�TEGTIVE FENCING SHALL BE L�CATED AT ❑R PROTECTIVE SILT FENCE �`� ��i 1 e �'�i �O �� S�E � 1�LDLE 2. �E111Vl�NENT 5��� I1�i V ❑UTSIDE DRIPLINE �F TREES AND i' MINIMUM FENCING OUTSIDE SHRUBS ❑R OTHER PLANTS. STI). # 50.02 ,�TI9.# 40.04 _ �., Wirrteranct Early �upin� ; ����ir�g F�ni�tt�� ; KEY PLAN Seeding lO�Iixtue� � � _ �p��i�� ��.���[�t�.���} � Species Rate (Ib/acre) T�111����?e ��?� . � Ry� (�am) 30 - 40 ��rE���I������za �� � E�n�s�f�spedaz� 9�: � GUY* pN TES: ° ROOT BALL 1• INSTA�� � ITEMS ON�Y IF REQUIRED Seedatlg dates � ' 2. REMOVE P�LL TAGS. LABELS. RIBBONS ���'��������� � 50 MIN. MOTES: � Januaty 1 -May 1 a t. PUT SILT FENCE OR TREE PROlECT10N FENCE UP STAKE AND ROPES FROM TREE 1.{�r Ea:�t�rr��"��d��,rant��fd��(k�=a���i�����Uc�f��3�I�i�ss�r��s�r�G 3�r'���� ' BUT SUFFICIENT TO KEEP -}:� 3. WATER THOROUGHLY TVdICE �l9THIN 'fHE ccar�mc�r���rr;���£� ���.L1s���rr:rr�c�n��rrr�uda r���arl ��+i7�r�i�`s uro- a : ::.�;=.;:, SEDIMENT ON SIlE TO ENSURE CONSTRUCTiON ENTRANCE IS USED. °`°' �� � � � "`.'�''` FIRST 4� HOURS 4. PLANTS TO BE PLANTED 4" ABOVE Soil A�nendrnents �ikQly tca bscarn��p���. ... . : •,�•:.s,• • .• . ", ,� �.'°..,• ..,. .. 2. IF CONSTRUCTION ON THE SBTES ARE SUCH THAT �:.�43#r�r?!�.��y �.��r�.��a?tsrasr^�r[4i�:���?�iG�?����ci, j ��t.�,��b�wvl�.: i`�Cry�.i���o�V��r.:Z.:ti.SyN�:�i�4 •�•. ? � `A, 7 ..,:, ti .�:;•�:;�:;?;•.,=. ,, .:�.:;:�...:., .��:,y;.,,�..� THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- +�'��•:� • ���� ��•� ADJACENT GRADE TO ALLOW FOR Followreeommendations ofsoiltests. . '•.`':•�: -.••::����' CENTER DRAINAGE & SETTLING 3. 4�ih�r� ,� n��� �p��ar�rea is �e�ir�d, carni� s�ric€�� and ��bstite,;t� �� i '`'`�:' `' '"•'••�'�"""�"`` " '�'-��'"'•" '•;'" ING OVER THE STONE, THEId THE TIRES OF THE �`���' ` ��'"'� OF TREE 5. NO SOIL SHALL BE PLACED ABOVE 9b/�;r����i� rass�r 1�a�'����re Qerrr�uc�a r�.�s_ '.;..;��•;.,. t;:'": . *r.r,r,T'� ,^.,; ,,,.;, �, 25 OR WIDTH OF �HICLES MUST BE WASHED BEFORE ENIERING THE ' � � SCALE NTS/AS SHOWN IXISTING ��••t:•:~;•CLASS A STONE TO BE USEd',•• . ROOT COLLAR , .. . ...�. PROPOSED STREET. PUBUC ROAD. PLANTING PIT Mulch �. Tr� ca�t�r���prin� ����ir�� ��fi�� (n�+a,�4���, ac�e� �� �L�r�`a��� h��°i�� ��r- ROADWAY :,h:'""�� _, "`;.;;;.;';.•: x,�,,•.�,,�,�;;��� WHICHEVER IS rr�u��gr�_a: Ft���i���c, tt i��r�.f�r�.hl�t��� � rn�?. �nt�: r�rr�����f ; : .`�~ '• � � r� t�? �rr r5�r�+ r �"� � � '= ' GREATER. Apply 4,QUQ lblaere straw. Anchor straw by tacking with polymer or a � .,.. ��.:;:�':'''�•;�`,; �r,,,�";y"`••";"`.�'� b, �•••;; 3. IF A PROJECT CONIINUES TO PULL MUD AND DEBRIS PREVAILING WIND �������� ��€��• i'• ';;t"'+•:::'t• •, �4 �''j ' �•�=•�.�`'%''• ON TO THE PUBLIC ROAD TF�IE GOVERIdING AUTHORITY mukh ancl�oring tool A disk with blades set nearly straight can Ue used �, � . . .�:•���;i''•:+ �� ;;?� �'• °�" `?�",�•�•'�;'.�":�'�' WILL CLEAN THE AREA AND INVOICE THE FINANCIAILY PLAN VIEW •.•.• Y •, ,���. �•..•.�t•. . � •,,. .`:::',.'.••»,.�. .- as a mu�hanchorin tooL �lur'�� la��� •'•,,•',.°°.''r�''.• r •' ••>•• '•"'`•'' C RESPONSIB�E PERSON AS INDICATED ON THE FlNANCIAL NTS . EASTERN RED CEDAR (.�UNIPERUSVIRGINIANA) g � RESPONSIBWTY FORM. 2" CAUPER SPECIMEN TREE, SEE PLANIING SPECS. L�tvd�er� ��y 1 �r��'�4u�. 1�., ��t! ?D I�,���r�t��t�t���r+ill�t�a� '��I�r'a�r� � � 1l�Iair�tenarice �u�a��r.�ss.�rFa�_�h�a�r 1 e�r a��r,�s��. 1�;.��ld �t�3tat�•�r� ry���r�in}, BARK MULCH 2" TO 4" DEPTH; � � � DO PIOT MULCH W/IN 6" OF TRUNK Refertilize�growth is not fully adequafe, Reseed, refertil�e and mulch im- ; ������������ ; mediately following erosion or other damage. ���t ��+��i�f� � 3" HIGH SAUCER F=�a11: ��t�,2�-���T.�5 �t��.:��-�'��#, �� _ GUY'� Table6.lOc�TemporaNySeedingRecommendatzonsfar^Late6Vinzerand �`����l����` ���' ��" ���"'�� ���. � � '�'��f ��� � �ali i� ��st f�r t�3!���c����d i�t��rin'��f�r I��p�d����. ��������ar���� ; NEW GQNSTRUCTION EarlySpring-NCDtvision o,fLandResorsr-cesLand DazalatySection � �,;�ys����� ������,�������-����������������l�it� �f���f6t��,��!�t�o�f��l'r�c:? � 35' MIN. 15' MIN. �` � � EXISTING ROADWAY � Erosdon and Sedirnent ControlPlanning ar�dDesignManual. ���������������j;�f�(�, FlNISHED GRADE �' �I ri� �� PLACED ABOV� THE , , ' '.`• : .; 9 2" MIfV. ROOT COLLAR. ��i��t11+��s���6�t� � �• ',.. :�. .,.' .. t ',�,, •.5• � • ' `' 'r' f��J���+ �ICY"€� �riC� '�4#�i�li�� �i"'.(;C��I�� �4a �'CSt� �F�fi��. t�fi F3����f ����� ��if�-3£�Y+3 6 MIN. ,.' STAKE , 1 " ' ``,,:°� `'�.;;.�.s„ �i s'�� c I i: �a� tif3 ih!acrc� i f�� t�-1�! �rti'a �r. � �r��e���� I�.ti tt�r€�.�.m__tra�a��r?��,�F. .. i f z PLANTING SOIL -- ';=�-:�` ;' � ' :`�,;, '.>�';:``.:f'�.' . SEE SPECS. : 1 -.::. ._� < ����� PLACE IN 12° LAYERS. t•:p � :�,r`r'`.?::;....•� FABRIC UNDER STONE r�p�l� �,4�CSt�-�,Q�!� I�Z(��e� �r�i� s�r�w, �,r ec��ai�ai�r-.k �.���� c�l` �a���61t�� LIGHTLY TAMP & WATER I REMOVE ALL YJIRE, su`st.�bf�r*i�al��ir�. r�a���i�l.r�r��h�r mulch b i��kinr��'rth�� �S�It,rt�vin., EACH LAYER. TIMNE, AND 8UR- � Y �-. , �� LAP FROA9 UPPER e,���ttir�g.�1�1��r��i���t�rsr�t�r��d�r��hc��ir�c�rr�et��car��,t���s1c���. CROSS SECTION /�2LLOF ROOT �„�„i„��. PLAPJTiPIG HOLE Se�d° Il�Iixtut� ��i�tt���t��� MIN. 3 T1MES DIAMETER � E. No. DATE BY Description OF ROOT BALL Species Aate (lb/acne) F�+�f�.rt�.��� �n t�� ;���srrd y��G ursic�d,� �r+�wth �s fiu�lg� �.��qta��,t�. t��� k�� snsa�.v€d+�rc�ar t��ir���r��g,���rnca�ti��i�nr�t n�r_:��,�.r�.��:��r�cf,i�rwi€- REVISIONS German Millet 40 i��,�r���'nu9�1�el�;�n���d�rs�s ir'�t'n��i�Y�:��. TE1�?�fertaA��a�r�e����t3.t��f,�rt�7'��i=;,�[n��rtes. DRAWNBY JKD NTS ' Seeding dates PAK NTS May 1 - August 15 DESIGNEQ BY GHECKED BY JLL Soil A�n��attme[t#s UltUTY INSTALLAl10NS AND OTHER PUB�IC FACIU?IES, DATE OCTOBER 201 1 PRUNE CROSSED. CROWDED Follaw reoammendations of soil tests. INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO 8E BROKEN OR LOW BRAtdCHES; NOTES: CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY STREAM WiDTH CUT FLUSH 1. REMOVE ALL TAGS. LABELS, CODE. THESE FACWIIES HAVE BEEN APPROVED BY 'iliE TITLE (VARIES) LEAVE CAMBIUM EDGE CLEAN RI�BONS & ROPES FROM PLANT �g�t�h CITY OF RALEIGH AND SHALL BE SO INSTALLED UNI.ESS P� 2� THE FlRST�48 HOU S�CE W/IN App1y 4,000 lh/aore straw. Attchar straw by tackmg with polymer or a A CHANGE IS AUTHORIZED BY INRITTEN APPROVAL PUBUC ����I�N BARK MULCH 3. PLANTS TO BE PLANTED 3" mt�lch anahoring tool A disk w�h blades set nearty straight can be used SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR 2" - 4" DEPTH �BOVE ADJ GRADE TO ALLOW TO FlNAL ACCEPTANCE. ���T��L FOR DRAINAGE & SETILING as a mulch anohom�g toaL RIP RAP ENTIRE BANK INCLUDING 3" EARTH SAUCER 4. NO SOIL SHALL BE PLACED SIGNATURES: ����� �� TOE OF SI.OPE AND TOP OF BANK ABOVE ROOT COLLAR � FlNISHED G ADE li�airrtenat�e TRANSPORTATION SERVICES Refertilize ifgowth is not fully adequate. Reseed, refertilize anti mulch im- mediatel_y foIlowmg eros ion or other damage. PUBLIC UTIIJ7IES PL�4NTING SOIL, STORMWATER GEOTEXIILE FABRIC DO NOT P�ACE RIP 4 +' Table6.1(1bTeniporar-ySeedtngRscornmendationsfor•Late6Pinterand PROJECTNO. �J' OOJ�S6Zg RAP IN STREAAA SEE SPECS. ' BED EXCEPT AT PLACE IN 6° LAYERS. � EarlySpring-NCDivisio�a ofLandResourcesLand�,lualitySection PlANNING �5�-24" TOE LIGHTLY TAMP dc WATER . EACH LAYER. 12 Erosion and Sedime.nt Coftlro�Planning and Design A�anual. MIN. � T°YPIC�►L RIP RAF' DET IL 1'Y IC L I IL NoT� �LL AAATERIALS AND CONSTRl1CTION MEl°HtJDS NTS NTS SH�0.LL �E IN S1'RIC1' ACCORDANCE WITH CIl°Y OF RALEIGH DESIGtV Sl'AiVDARDS AND SF'ECI�ICA°TIONS. SHEET NO. 12 OF 1� �i0� � � � TYPE � �BJECT MARKER CTYP,) ���,< �� �� 1" CHAMFER CTYPJ ��"i z GENERAL NOTES: �C� . D H a� -CHAA9FEi€ ALL CURN�RS 9". USE CLASS "B" CONCRETE. �� e3 r O�-1� -PLACE 2 #6 "Y" BARS IN THE TOP QF AlL EN�IMALL FOR PIPE CULVERTS 42° �4ND OVER LL J� � tm-a Z-1=D �ITH A MINI�UPA OF 3" COVER AND A LENGTF! OF 6" �ESS THA�! EPIDWALI. LENGTH. ��C�j) � Dewberry & Davis� II1C. �p�C')� -CONSTRUGT �OTTON SLAB Y�tITH FOR@�S. W,�� 2301 REXWOODS DRNE _�7��'� - - - -- - - - -- -dYtiEN THE CON7RSCTOR ELECTS TO USE A CUNSTRIICTYON JOEMT AY THE BOTTOIN OF 1—U� � „ SUITE 200 2 CHAMFER CTYP,> =C!'1 o O THE PIPE, Ptr4CE �AR "X" dOWELS IN THE BASE AS SHOYVN OR! PLANS. SPACE BARS �=F- � PHQNEH9N9.8819939 Z a-a�t-� APPROXIMATELY ON 92" CENTERS UNLESS OTHERWISE DIRECTED BY THE EN6INEER. V11-� J 2•1 SIDE � O � FAXt919.881.9923 Sy=�Z -Y�HEN THE COMTRACTOR ELEGTS TO U5E A COFISTHUCTION JOINT AT THE BOTTOM UF �� Q �:1 SIDE • �D=, THE PIPE AtdD POUR THE BASE SEPARATE�Y LEAVE THE E'OUR ROIJGH. � aC SLOPES (PAAX.� �_ ��I SLOPES (MAX.� 6 O � NCBELS#F-0679 D�� y -DQ NQT IPlTERF'RET YVALL THICKNESS (T) SHOYIIN FOR THE THIClWESS ACCEPTABLE, � �O � BUT IS USED YfV CONPUTIFl� ENDWALL QUANTITIES. �., Z pL�� , w� IN CHANNELS, ROLL OUT STRIPS OF NEfTING PARALLEL TO THE p O DIRECTION OF FLOW AND OVER THE PROTECTIVE NIULCH O 2'-6" .r�. � O a � 2,_3„ x SLOPE AS INDICATED ON RLANS ts) O � G M G � � I �L Q} I I -1 � 9„ � � U 7o A � � f THY K � � �- ° � Z � Z I I � o � � 0 18� � 3 6 MIN, 4" X 10" TIMBER RAIL i I ' � � $i � � � � � ANCHOI� NETfING OVERLAP���/ j/.��j LJ� F I �' I � � // � � r' (�'� r � I ( I �� � W „ � � IN � 6 TRENCH JOIN STRIPS �Y ANCHORING � '/. /. ''� v -�1 � \ ' ' ' S 4' _ � ��°°� °'= � �° � AND OVERLAPPING � � ��j: j � ( � � � � � � � o • / .� ; C � _ --�---�-- ; -- - � --j----j-- '�_-- ��� #�-eae � � v /. � 6" X 8" X 6' � TIMBER -° w RI � , �� � � r EXISTING GR�UND LINE m � Z y L QOWEL n, p x W❑�D P�ST CMINIMUM) � v v B „ G� � � ' MAINTENANCE� c7 � � D OPTIONAL CONSTRUCTYQtd JOYNT FOOTING 12 � � � � � � 0 {IF CONST. JOINT IS llSEQ) � � ¢ 1. INPSECT ROLLED EROSION CO�dTROL PRO¢�UCTS (RECP) AT LEAST � WEEKLY AND AFTER EACH SIGNIFICAf�T (�2 IIVCH OR GREATER) RAIN x � o ELEIiATI�+N ��� ������_�� ���L '� � � a F�4LL EVEN REPAIR IMMEDIATELY. LI.I � � � � � D BAeF$-r►xer � (�j � � _ � o � = 2. GOOD CONTACT �/ITH THE GROUND MUSI" �E MAINTAINED AND � � � �' � � � _ �- � C�NSTRUCTION REQUIREMENT� ,� � C� � `�° � � z u� � � 'j' E R O S I O N M U S T N O T O C C U R �E N E A T H T H E R E C P. � — � c v c � � � I�I O DdWELS IP! EN�ItALL OI�NSION3 A10D CbNCFE'lE 411ANTYTIES Z � � � 3e ANY AREAS OF 1'HE RECP THAT ARE DA�IAGED OR NOT IN CLOSE 1, 5/8 X 12 GAL�/, CARRIAGE BOLT WITH HEX NUT POST �OLT 1JASHER IN 3/4° — �-- � � Gc � z ,� Z p l p E S I N G L E P I P E O O U B L E P I P E S I N G L E n o u e� t,� C O N T A C T W I T H T H E G R O U(V D S H,q L L 8 E R E P,4 I R E D A N D S T A P L E D. H O L E, U S E T W❑ B�L T S A T E A C H R A I L T❑ P❑S T C O N N E C T I D N, � O -� � � � � rr � n n n r n n n �ON DIMEIdSIONS USING C.S. PYPE ARCH � _ � � � � Z LQC. SPAN 4fl 46` 53 � 66 4U' 46" 53 60 66 PIPE PIPE � � � "' � �s "x" "x^ "x" "x° °x�� ^x^ "x" "x" ��x° ^x^ sPnw RISE rHZac H g a � � vo9 L YDg � � 4. IF EROSION OCCURS DUE TO POOR�Y CONTROLLED DRAIN�4GE, THE 2� INSTALL 3 YELL�W 3° DIAMETER CENTER M�UNT REFLECT�RS CTYPE 2 ❑BJECI' � �j C,Qj � G Qrr. 4 4 4 5 5 4 4 4 s 5 40�� s,�� o.o�s 4`-3" r-2° s�-s�� ��-5^ 91'-U" 2.179 ys'-s° z.aae � PROB�EM SHALL 8E FIXED Af�D THE ERODED AREA PROTECTED. MARKER) ❑N END GUARDR�YIL POST ❑R AN APPR❑VED MANUAL �N UNIFORM TRAFFIC � � �" I-f- W � � o � �. _ _ - - - , z z 2 z as° 3s�� o.ios 4�-s° 2�-4�� 6'-3" 5`-1" ,2�-s° z.as4 ,r-7� s.ssz � CONTROL DEVICES CMUTCD) ❑BJECT MARKER, � c QTY. 4 a a 5 5 4 s s s 5 59rt 41° o.,as s�-y° 2�-�r� 7�-y�� 5'-10" 9a�-2° 3.742 20`-0°4.ese x 5. PAONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND � � � � = O � R , .. < < ,. , „ � W - COVER IS ESTABLISHED. � � TOT. LBS. 19 13 79 23 23 21 23 23 2$ 28 60 46" 0.109 5-6 2-9° 7-11"6'-1d 15-16 4.717 22-8 6_234 � Z as° 51" 0•109 $'-ti" s�-u�� 8�-9�� ��-4° ,r-g« s.ssa 24�-,0�- 7.7s9 � 3, SPACE TIMBER P�STS C 6° X 8" X 6' ) 6' ❑N CENTER � ` � p� W = SHEET 1 OF 1 SHEET 1 1 z � U � � � �13�■O� �e��. � � � � 3� N J � ���L � � � L 1"YPICAL TINI�E GIJARDRAI DE°TAIL � � � _ °C N � °T (C I I } SL I °T LL�TIOIV N.T.s. �C� I.�! �JJ � � NOT TO SCALE V � � PLACE GROOVE OR SLOPE AS INDICATED BELL END OF PIPE ON PLANS 5����� S �� S���Il\l,a TO FACE OF WALL SEA� I 1 'x1'x1' #57 - G M --- G STONE WITH -°' 9�� -- GEOTEXT�E LINER SLOPE PROTEC110N SHALL REQUIRE IMMEDIATE STABILIZATION OF AL� DENOTED GRADED SLOPES IN PFiE LI MI n1AF�l� ACCORDANCE WITH THE SEEDING SPECIFICATION. STABILIZATION AND SEEDING SHALL OCCUR IMMEDIATELY Do rroT usE FoR corrsrRUCC�oN �- �, AFTER THE GRADING OF THE SLOPE> MULCH AND ANCHOR SHALL BE APPLIED AT THE RATE SPECIFIED. S<o,b I I I I�5�� ( F '.�.� � I � �.oP� I SURFACE ROUGHENING FOR CUTS, � I I � I FILLS, AND GRADED SLOPES MAKE MOWED SLOPES NO STEEPER THAN 3:1 UNLESS IN�9CATED KEY PLAN DOWE� Q 3,� ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TI,LLING� DISKING, HARROWING, OR USE OF � z CULTIPACKER-SEEDER MAKE THE FINAL PASS OF �4NY SUCH TILLAGE IMPLEMENT ON THE CONTOUR. OPTIONAL CONSTRUCTION JQINT T � MAKE GROOVES FORMED BY SUCH IMPLEMENTS CLOSE TOGETHER (LESS THAN 10 INCHES) AND NOT � LESS THAN 1 INCH DEEP. :. ����`� °°�`���� - — ROUGHENING UVITH TRACKED MACHINERY ���� � 3" PVC WEEP HOLE — 3�� ° LIMIT RDUGHENING WITH TRACKED MACHINERY TO SANDY S�ILS TO AVOID UNDUE COMPACTION OF THE �., SOIL SURFACEa OPERATE TRACKED MACHINERY UP AND DOWN THE SLOPE TO LEAVE HORIZONTAL DEPRESSIONS IN THE SCALE NTS/�►S SHOWN SOIL DO NOT BACK-BLADE DURING THE FINAL GRADING OPERATION< FOOTING ��� (IF CONST. JOINT IS USED) B SEEDING - IMMEDIATELY SEED, AND MULCH, AND ANCHOR, ROUGHENED AREAS TO OBTAIN OPTIMUM SEED GERMINATION AND GROWTH. MAINTENANCE: N � ���� ������� �� �������� F°a,� PERIODICALLY CHECK THE SEEDED SLOPES FOR RILLS AND WASHES. FILL THESE AREAS SLIGHTLY ABOVE �K��-�� ��� THE ORIGIANL GRADE, THEN RESEED AND MULCH AS SOON AS POSSIBLE. ,� PIPE DIAMEfER 60'° ������.��������w��� LOCATION gARS "X" G QUANTITY 11 #4-BARS M QUANTITY 3 ° z �� o � M QUANTITY 3 H�Z Q � G QUANTITY �6 ���� ��������� a����`��� ��������.e,.�� �� +�€����� �.�� °`�.r���� �o��� H a~c c_i TOTAL LBS. � ° �,� _-i ��� Z 12" USING CONCRETE PIPE °�' � �' °O� „ COMMON DIMENSIONS =���� f ¢c�� H D T H B G M M L YD� ��-�°� 3 t �-_~ w o �i- 60'° .109 5'-6" 2'-9" 7'-11" 6'-10°° 6'-0" 22'-8" 6.234 �=�z op � �����. � ��D � - �� , .�� .� �-- � No. DATE BY Description ��m`'� ��^ � DINlENSYOIV � 1/4 WIRE MESH � � REVISIONS � �,;�� �� — — — — — — --- �� ' VAIdIABLE � a- GENERAL fVOTES: SEDIMENT CQNTROL STONE —___ USE NOe 5 OR PlO. 57 STQNE FOR SEDIMEhIT 2 �t DRAWN BY JKD ' � �ONTRUL. 1 ft min � PAK � , DESIGNED BY � USE H14RDWARE CLOTH Z4 CaAUGE �ItIRE NiESH ' � ` JLL � m �ITH 1/ II�CH i�ESH OPENINGS. '� '' � CHECKED BY �„„�� � y��j INSTALL 5 FTo SELF FAS7EI�ER ANGL.E STEEL O � OCTOBER 2011 � � DATE � r POST 2 FT. QEEP MINIMUf�. H � � a SP1�CE P(hST ,4 RA�ICIMUM �F S FT. N � TITLE y 1/4 dVIRE MESH � � � � NTS � D SEDIPAENT CONTROL STONE � � ���/� � �� U1ILITY ItdSTALLAl10NS AND OTHER PUBUC FACILITIES, • . �1 IidCLUDitdG SIDEWALKS AND HANDICAP RAMPS ARE TO BE � p 1 ft mire o � � COIdSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY CODE. THESE FACIUTIES HAVE BEEN APPROVED BY THE � � '� Q � CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A � � YVATER FL011� —�o- ����Op� y � A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC � Z Q 'i _ � � SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR � � _I(� �I J ,� �,I`�(����, H TO FINAL ACCEPTANCE. � � —� � 0 ' STEEL POST - 2 ft DEPTH Z e� PROJECTIVO. 50�38629 SIGNATURES: � � 1/4 �IRE �RESH _' W � � TRANSPORTATION SERVICES � 2 ft � � � PUBLIC U11U11ES NOTEo �LL NIAl°ERIAL� AND CONSI'RIJC°fION nAETHODS H LL E IN STRICT eqCC CE IT C OF STORMYdATER � AL iGh9 DES6GN al°Pa f`1 �I"�VIFI�.rO`i�IO��. PLANNItdG SHEET 1 OF 1 SHEET 1 1 1 . 1 1 . 1 SHEET NO. 13 OF 1 C . . �� � ��•`•�4 , � ��OS�{ PIEW h1AtdH0�ES USE AN APPROVED BITUMYNOUS SEE NOTE *3 ON CITY OF RALEIGH BASE SEALANT THAT SHALL BE APPLIED T� S►DEWALK dCCESS RAMP A SHEET 4 Of 4 SIDEWALK ACCESS RAMPS SEE C.D.R. STANDARD S-25 THE TOP OF THE COtVE SECTI�N TD PROVYDE DUMMY JDINT 4°0•MNW DUMMY JOtNT GENERAL NOi'ES FOR MANHOI.E FRAME AND COVER A i,IATER TIGHT SEAL, � � ^�C W � � Dewberry & Davis, Inc. '' y \\� H � � � v.a: � � 2301 REXWOODS DRNE � � � 5' SIDEWALK s�;. ••. � : - s•. � tD 'a' 9 H .° •• I.�.i ¢ SUITE 200 .�•. '-Q' � ° ' Q . '. .• ► 3 g RALEIGH,NC 27607 _ � !. NORTH CdROUNA GEPIERAL STATUTE 136-44.14 REOUIRES THAT ALL STREET CURBS • '�'� • ' •'q W ° ' • .a• °, m ' • • a . • . • d Q'.� � 'v. ' • • v • W PHONE: 919.881.9939 BEIN6 CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDt1RE5, 7RAFFlC, "'�� ' "�� • . • e � . . • . •' P' ' . a • °� ��'�° N � �� v• � n. , � , . .;d�'� •' '• :. d :' FAX:919.881.9923 � � OPERATlOMS. REPdIRS. CORRECTIONS OF UT/LITIES OR ALTERED FOR dNY RE�4SO►d AFTER , Q• � � , a :A° o �• , •d ° e ,•,• � ' . : � : � ,o. �;,a• �• ° H NCBELS#F-06�9 !/2 EXPANS/ON JOINT m SEPTEMBER ►, l973 SHALL PRQVlDE S/DEWAtK ACCESS RAMPS FOR TNE PNYSlCALLY �', � e• �. � . : .. � . Z " . ':. �-7 D E . o � GRASS STRIP D HANDlCAPPED AT A!L INTERSECTiONS WNERE BOTN CURS e1ND GUTTER �4ND SIDEWdLKS a• ;�• � �• ' � d' �`• •o � N Z �O •@. � � g�� pp q� 2a ARE PROVIDED dND dT THE OTHER PO/NTS �F PEDESTRlANS FLQW. , :p, •° p �,,� � > � Z H N W .�• .o N x •�•'". ' 'i�' '"''' �16.0�'�.` `'' 'a•'�• ��:��`'' tN ADD►TiON� SECT/ON 228 OF THE 1973 FEDERAL AID HIGHY�/SY SAFETY dCT REQUIRES 4� MAX �b'•' � :v' X g : ,v W Q � f � �IS;� X W FAC� OF C�RB :►; •i�.►' ,� .1'�:—.� ;�,.,.• .�� �%•.• •� •�::%• •• PROVISIONS OF DEPRESSED CURBS ON ANY CURB CONSTRUCTEO .4FTER JULY l0 1975 �' N � • W :5° •�' g •O • W I.L »; :• �: : .. . ;.• : . • � A. r n�crae�E �rar�c oo�s WHETHER A SIDEWALK /S PROPOSED INITIALlY OR IS PLANNED FOR A FUTURE DATE •'v ' •°; EccENTRiC hI.H. CoNE MAY � 4 � , o � � � •° ° SEf 1WV7E � 6 • � p &6DE PEDESiRAN — ��ED � �' �&"..', HE USED Did 8' . 10° AND � ' �; .N..� M � � . W caosswa�x ur� PEDE57RIAN CROSSMALK THE AMERIC,4NS WtTH DISABIUTIES ACT [ADA1 OF 1990 EXTENDS TO INDfVIDUALS WITH .,. � '► ., 12' SEWER MAINS, W . 'p J p � � � .�.•° � ro,�� DISAB►UTIES COMPRENENS/VE C/V/L RtGHTS PROTECTION 5!M►LAR TO THOSE PROVtDED •. � .o � ' . • � ~ .; �y'o � TO PERSONS ON THE BdSfS OF RACE, SEX, NAT/ONdL OR16iN AN� RElIGION UIdDER THE .y .; Z , . F- 9' � MANHOLE C�NE APID BARREL � •�(� ¢ � �p � CIVI! R/GNTS ACT QF l964. THE ADOPTED SIDEWALK ACCESS RAMPS HAVE BEEPI DES/GNED , Z . . � '.'p tW- SIDEWALK ACCESS RAMP TO COMPLY WITH CURRENT ADA STANDARDS �, . SECTI�NS SHALL BE AS PER � � ;�, . . � � � �"� U . , � �•� s .� ASTM. STANDARDS � O '.i v 2 �L � � p •p.° W :• q' .'• � a a a � c..� 2. SIDEWALK ACCESS RAMPS SHdLL BE PROVIDED AT LOCATIOIdS AS SHOW►d ON THE PLANS ,�':�p 4'-6' DIA, AS �°P x � • '-' �+- �- �- � '��- �7 OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RdA�1PS SHdLt BE lOCATED AS ' 'l�e REQUIRED J •�� W � '. �•" �•' � ' � ` ' ' � 8.5'lUNLESS OTHERWISE SPECIFIED) o�s@ � ►ND/CATED IN THE DETAIL HOWEVER, • ; ,;•.: ' • > I- o 0 0 ¢ • � � � THE LOCATION MAY 8E ADJUSTED dS D/RECTED BY '�-v; pq ^,'o. .;.ti:,. .';:;D• : ¢ � � I t/� ', �'. J THE ENGINEER IVNERE EXISTING LiGHT POLES, FIRE NYDRAtdTS, DROP 1NlETS, ETCo �4FFECT ¢ � • , . ¢ � Y'DETECTABLE sra�aRO 2� s• PLACEMENT. AT ALL LOCATIONS, NOT LESS THAN 2 FEET OF FULL CURB SHALL BE PLACED Q;� � � ��� °❑° RING SEAL � Z � � � . �p D . .°� Z f �M A wp�� c�e � cur►Ea BETWEEN DDUBLE RAMPS �a � ❑R R A M-N E C K . • ..d•�� �+ P � Q' e � � >" 1 ,• .;� a. P• �,�� � . � '-' s • . v � �►�uu sc, : 4 . . 4 S�� � �� � DOUBLE YdHEELCHA/R RdMPS ARE TO BE INS7ALLED AT ALL PUBLIC STREET INTERSECTIONS .. , `-'~ ° ' � � ' • . �s� v • ' ' ' ' � F' � � A.,,.,. d •s .�. ��\7 � . 6 . ' e ' ;,� , �;y,��� ,,, ;�„ WHERE SlDEiVALK lS REOU►RED. WNEN SIDE6YALP( lS NOT REQUIRED, CURB /S TO BE DEPRESSED =o.•' • d� •a • ;• ,�s � • q p� w .v; �,;a ..e � , _ ► '► �U ": ;•'• .>••...:"� '•• ►'o'•�• AT ALL RAMP L DCAT►ONS A S SHDWN ON SHEET 1 OF 9. • o N � � S►DEIIALK ACCESS RdA� �ti i. �!a• :►;;•t•, +.s:r. t. o�� o. 'a' /'^ ,':�P�•. . B i::� RUBBER BD�T d `l,� Q � S E C T I O N 'A-A' �4� �E 3 THE WALKIN6 SURFACE SHALt 8E SCIP RES/STAPIT. COLORS FOR THE DETECTABLE W,4RN►NG AREA . .��.�, ,. ,.m•�:, •w . �ATERAL YNVERT SHALL NOT W FOt�ATWN S H A l.L B E D A R K C H d R C Q A! G R A Y F O R C O N T R A S T W 1 7 H !I G H T P A T H W A Y C O L O R S A M D L I G H T .., .: .,m .•'� °:p;g;. �.� B E L 0 1✓E R T H A P I M A I N S P R I N G- A Z V � � � � � FOR dLL PUBLIC STREET T1E-INS CONCRETE GRAY FOR COPlTRAST WITH DARK PATHWAY COLORS. "'.�' ���Q.:.; , ••�e>:; q•�. � LINE. MANHOLE NEEDS TO BE � • • a .'•�' • AB�VE 100 YEAR FL��D PLAIM O � '!? ' '�� ' � '�'°• '° '�• '� ";! �R SEALED AND VENT T� BE 1' W '""' Q Q � � N 4. N� SLOPE ON THE StDEWALK dCCESS RAMP SHALL EXCEED 0.08 (12e!) t(d RELATIONSHIP 1'0 '4s•;! '• �.�:• • � ' a� �• •,p �.' e• ° ,•Q.•; 6e AB�VE 100 YEAR FLODD P�AIN. V J � � W � � Q THE GRADE OF THE STREET. �• :°v . D': , ea ,D�.�r'.• •,�:d • • -o�v � WHEN MANH�LE T�PS ARE IN W Q Z � � � � J � (y� Z SLOPE /2:i MAX f5'-4° M/N.) EXCESS �F 3 ABOVE GRADE. q 0.. � �- � 12' �� � 9° DUTSIDE STEPS MUST HE ...••":� � � Z Z W J 5'sroEwAi.rc 5. IN NO CASE SNAL! THE WIDTH OF THE SIDEWALK ACCESS RdMP BE LESS THAN 48° PR�VIDED, SEE STANDARD • �r Z ra � � � W m � � � r�cTA� s7iu�At� 2- 6° HOWEVER, RAMP MAY EXCEED 48: SECTI�N A-A � 5-28 F�R STEP DETAIL. IN F ¢ W � � � U > .� �` W CURB & GUTTER � •..,. , . .� ..� ' NON TRAFFIC AREAS, T�P OF ' � �— � � W Z —1 � —� ° � n- Qi �jj U 4. .• •• wsE�T� FRAME AND COVER SHALL BE . � Z Z = W I— '—' g ¢ � A V p � LI.. � ,s"��e•.. ..s :R' s•.. :• .• � N � � ¢ Q ¢ = Z � � � W � � . � • 6m USE ClASS A l3000 PSp CONCRE7'E WiTH A 5►DEWAtK FtNfSH IN ORDER TO OBTAIN ,4 ROU6H INSTALLED A MIN. OF 1 ABOVE ¢ W I- f I.L ��*'� IdONSKID SURFACE FINISHED GRDUND SURFACE. � J � ~ � ¢ � W � � � �,j ¢ � � Q � � K f,� , � �R��ESS a; ►,.e ' �s.'. w, �'•.'.��!•t.�t>e. a , � W � � J f/1 O A U � i—�i d � N °'•• :.'•:.:••'.,.`''• • �.�� '� .�=° . SEE SEWER DESIGN SECT%�Id pq � I— � W � � ¢ '""' � � � � = O �PA��'�M ' '`^' 7 A 1/2' EXP,�NS►ON JO/NT WILL BE REQUIRED WHERE THE C O N C R E T E S I D E W A L K .4 C C E 5 S R A M P . :� • �„_ . " � � W � A � F ,� pq A q y � � � � p� ~ Z .. � 4. � JOINS THE CURB AIdD AS SkOWN ON TNE STANDARD DRAWING. , 'o' ': •_ � J � -� � W � ¢ � Q � W Z 3 � � s � � � FouHUanon► , -� o ¢ • z t- ra � ¢ z o � SECTION "B-B° 8. SINGLE OR DIAGONAL RAMPS ARE ONLY PERM►SS►BLE FOR NEW CONSTRUCTIONo AS SNOWN ON A �� ''�• A MIN. 9° C�F9PACTED #67 ST�NE 2 V W � J � V,j Q � Z W � W a f- W o � � N W FOR RAMPS dT ASPHALT TO ASPNALT STREET TYPE DRIVEINAYS S H E E T 5 O F 5. a' '� B A S E T O B E I N S T A L L E D �+` f� � A Q � � a � L� p q N � � A � �y�. J � � UNDER NEW MANHO�E� ,�w: ,, y Z � f 1 � L L N � O R P R I V A T E S T R E E T T!E I N. : • ; %i d N O N-T R A F F I C A R E A S, T�P O F + O � H = H Z Z W N W O � � � W L 1 e � � SHEET 4 OF 5 �n � � = ¢ oaw i = � o w t� SHEET 2 OF 5 FRAME APID COVER SHALL BE W i.,_ fa i- 3 J U � t/� tn � a �k l� Z � � �.�pr � 1� � CITY OF RALEtGH ClTY OF RALEiGH �.: INSTALLED A MIN, �F 1' ABOVE � � �.` NOTES: PUBltC WORKS DEPARTMENT Pl1BLtC �ORKS DFPARTAAEIVT ' FINISHED GROUND SURFACE. i. DETECTABLE WARNINC DOMES SHALt COVER 2'-0' LENGTH dND FUL! • a,• , ; � Z � N � � � � W1DTH OF THE RAMP FLOOR AS SHOWN ON DETA►L. M►NIMUM SfZE REVlS/ONS DdTEr 7/3/00 vR4wn+er, ✓re REV/S/ONS DdTEs T/3/00 vrrawro eys �e �o,• • .• � � •� CITY ❑F RALEIGH CITY ❑F RALEIGH SEAL • • 5/5/04 JTT 5/6/04 JTT , .°'. �m . ,. OF PAVER SHALL BE 1 x �. SIDEWALK ACCESS ��2�� �T SIDEWALK DEPARTMENT ❑F PUBLIC UTILITIES DEPARTMENT ❑F PUBLIC UTILITIES �'�07 "�DP RAMPS ACCESS 2. OBTAIN 70% CONTRAST VlS18/LITY 6YITH ADJD/NING SURFACE , EITHER 5i�o� ,R� v���' � RAMPS UGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE TYPICAL LOCATION si3vor�rr STANDARD PRECAST SANITARY STANDARD MANH�LE INSTALLATI�N DETECTABLE WARN►NG AREA. STD. # 20. I I STD. # 20o I 1 SEWER MANH�LE ❑VER EXISTING SEWER MAIN I�I�EL11N111Ve�RY DWG, N�,REVISIDNS DATE REVISI�NS DATE DWG, N❑,REVISI❑NS DATE REVISI❑NS DATE DONOTUSEFORCONSTRUCTIOLV 5-20 Y.C.A. 12-31-92 ABB 2-21-05 S_22 3-1-87 RRH 3-30-00 RRH 3-30-00 Y.C.A. 12-31-91 A,B,B� 1-19-05 MANH❑LE FRAME AND C�VER � �-TZ BARS AT 8• cT C�VER 120 LBS. MINIMUM FINISHED GRADE � BILL OF MATERIAL FOR 4' MANH�LE � � � � BAR SIZE LENGTH N0. WT. LBS. KEY PLAN � ��� . °D T2 #5 5'-6° 18 103 0 ¢ CL. 'A' C�NCRETE TOTAL CU, YDS 1,000 1„ o / � � -�--I I-- / �• � ��M u F u R R � � � 1 � . o ��,�,RM I T ,�,Q o �-6,_00—� �� v� / REINFORCED C�NC� FODTYNG F�R � ����" �� FINAL / UNDISTURBED S�IL a• PRECAST MANHOLE q d BACKFIL� � 3 �, ���� O SCA�E NTS,AS SH�WN O 0 � 5. 2 � '�J'� �►��' ,`�,� O �--n sARS Ar e• cTS--� � �� JrACE �O �O � BILL OF MATERIAL FOR 4' MANHOLE A #I� # � BAR SYZE LENGTH N0� WT, LBS, • ::•�•. . � ' '��_Oe. ,' O O O O O O O O O O OO ° °D Tl #5 6'-6° 20 136 . . ;. . _,I•._r..;y,; O O � � C�. 'A' C�NCRETE T�TAL CU. YDS 1,361 � INITIAL —I'� _ � � 3/4�� BACKFILL : A SIDE '° � ~ PLAN 1 't: : :�: : ELEVATIDN �_7,—os� :,: 1 „ :;f_: 25 1/16• 1 S�IP RESISTANT CLEAT REINFORCED C�NC. FO�TING FOR -23 11/16° � o 0 0 5' PRECAST P4APlHOLE �— � �MINIMUM SIDE 6` #67 STONE 60 ❑,D. �F PIP 6' CLEARANCE BUTYL-NEK OR WHEN ROCK IS O O APPR❑VED �� � EfVC❑UNTERED 12' O,D, ❑F PIP 12° MAXIMUM SIDE SEALANT 7 1�� z2' --� CLEARANCE BETWEEN FRAME AND C❑VER N�TES� 1z` F-T2 BARS AT 8' cTS--� 1, Trenches requiring shoring and bracing, dir�ensions shall be taken f roM -the �I� � � BiLL oF MATERIAL FOR 4� MANHO�E p inside face of the shoring and bracing, � BAR SIZE LENGTH Na, wT. �BS. No. DATE BY Descri tion 25 15/16• --� ELEVATI❑N 1�� 33 1/4° 2. IVo rocks or boutders 4' or larger to be used In initial backfill, o ao T2 #s 7�-6• 24 i55 REVISIONS m a CL, •A° CONCRETE T�TAL CU. YDS 1,778 , , 3. All backflll r�aterlal shall be sultable na�ive Materlal, a DRAWN BY JKD NOTES� S/8 X3 �AGSHIELD IN H�LE #3 ❑R #4 REBAR DRIL�ED INT� C❑NE ❑R 4, Backfltl shall be taMped In 6° lifts In trafflc areas, 12' in N PAK 1) ALL MANH❑LE FRAMES SHALL BE RING WITH ANCH❑R SUNK T❑ non-tra�ffic areas, 1 DESIGNED BY BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/8°X3' CORROSI�N RESISTANT MATERIAL 2> FRAME SHALL BE A MINIMUM H�T DIPPED GALVANIZED RUBBER, PLASTIC �8�-��� � AL� BASES ARE P9INIMUFI 9' THICK CHECKED BY J�L WEIGHT OF 182 LBS, WITHIN �AG BOLT AND WASHER, 5, Achieve 80% compaction in non-traf fic areas, and 95% coMpaction in PUBLIC R�W AND 160 LBS. traf f ic areas, WITHIN EASEMENTS� REINF�RCED CONC. FoaTiN� FaR OCTOBER 2011 6' PRECAST MANHOLE DATE 3) C❑VER SHALL WEIGH A CITY OF RALEIGH 6. If in easement 4' topsoil, and CITY ❑F RALEIGH CITY OF RALEIGH CITY ❑F RALEIGH MIN, ❑F i20 LBS. DEPARTMENT �F PUBLIC UTILITIES 12' clean setect fill Is requlred, DEPARTMENT ❑F PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES �--Ti oR rz aAR� DEPARTMENT ❑f PUBLIC UTILITIES TITLE 4) ALL MANH�LE FRAMES �UTSIDE SECTI�N A - A STANDARD SLIP RESISTANT � EXTENDED BASE ❑R CAST-IN-PLACE OF PAVED SURFACES SHALL BE 7, IVo boutders 8' (n diaMeter or TRENCH B�TT�M DIMENSI�NS & BACKFILLING BOLTED TO THE CONE S T A N D A R D M A N H❑L E C O V E R REQUIREMENTS F�R DUCTILE IR�N �- STRAIGHT BAR SECTI�N �R RING WITH A greater atlowed In flnal backfill AND REINFORCED CONCRETE PIPE. MANH�LE STEP DETAIL REINFORCED C❑NCRETE BASE MINIMUM �F 4 B�LTS PER DWG. N0, REVISI❑NS DATE REVISI�NS DATE DWG. N�,REVISIDNS DATE REVISI❑NS DATE DWG, N�. REVISIDNS DATE REVISI�NS DATE DWG. N0.REVISIONS DATE REVISI❑NS DATE U1ILITY INSTALU1110NS AND O1NER � L FRAME, 3-1-87 3-1-87 A,B,B. 2-9-05 3-1-87 R R H 3-30-00 RRH 3-30-0 3-i-s� AaB 2-9-05 PUBUC FACIL1TiES. INCLUDING SIDEWALKS S—2 S �RH 3-30—o S—4 — — S—2 8 s—zl AND HANDICAP RAMPS ARE TO BE RRH 3-30-00 CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY CODE. THESE FACILIIIES HAVE BEEN APPROVED BY 1HE CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A A CHANGE IS AUTHORIZED BY WRITTEN APPROVALA PUBLIC SANITARY SEWER EASEMENTS ARE NOTE: �LL RIIATERIALS /4�ID �oOnla�'�TR�JJC�TION METI"'�ODa6i TO BE RECORDED PRIOR TO FlNAL ACCEPTANCE. PROJECT NO. 50038629 SIGNATURES: SHALL �E IN STt�ICT ACCORDANCE VNITH CI11( OF RI�LEIGH DESIGN STANDARDS AND SPECIFI�ATIONS. 1RANSPORTAl10N SERVICES PuBUC u�nu�Es STORMWATER PLANNING SHEET NO. 14 OF 16