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HomeMy WebLinkAbout20040838 Ver 6_Site Plan_20111128 _ � � � w w H � z w z � z GENERAL NOTES J � J � a w J � Q �; 1. ALL METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND/OR WAKE COUNTY STANDARDS AND SPECIFICATIONS. v w v � � � �'' w z c� z � � r`f 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. � � � °o `r' w �F � ' � �` O °� � r� � o a � � �'` 3. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD SURVEY AND THE BEST Y � � ,i, � � � AVAIIABLE RECORD DRAWINGS. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS � �''� '-' J a' �� �. � ,� �� NECESSARY TO AVOID DAMAGING OR DESTROYING EXISTING SERVICES. � a � � � � O ''.. f� H w �� � �....f � � (' 4. CONTRACTOR SHALL CALL NORTH CAROLINA ONE CALL AT 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (, `� ��� ;-� ��� f` OR EXCAVATION ON SITE TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR Y xf�' � �,•�' �,f` f OWN INDEPENDENT LOCATOR SERVICE. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ENGINEER. � O � ib..uw�r�x..w�>.....w.n,w...,F�x..��°,w..,.,r�.....,�'>_.}�����>��� ��� � �}��" U m ���� ,,� ..��*x.-' , p �; � � n" �,� 5. T R A F F I C C O N T R O L S F O R A N Y U T I L I T Y W O R K W I T H I N T H E P U B L I C R I G H T O F W A Y S H A L L B E P E R F O R M E D I N C O M P L I A N C E W I T H S T A N D A R D S � � J ��. �� '�-��,,.....,,� `'� � � � ,�� OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). z v 'r,...�`—r�� .�,<%ti,,���....��.....,� ... �,W r' �. � r • O � �. � �} RESERVED FOR ; ��~� � r- � > �'�. , �'� `' FUTURE PARKING �`W`� , ��`�f �� 6. CONTRACTOR SHALL MAINTAIN AN '�AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO `� ``��rr , ` ,��'� C O N C E A L M E N T. D R A W I N G S S H A L L B E G I V E N T O T H E E N G I N E E R A T R E G U L A R I N T E R V A L S T H R O U G H O U T T H E P R O J E C T F O R R E C O R D �p f KEEPING. (10 SPACES) k-�{ ��x..�f � w^`� a t P".....� � � .....+1�+,,.�+....wF �...x.�•.•� � ' � 7. THE CONTRACTOR� AT ALL TIMES, SHALL KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED 12 I 2 � ��'��� `� `' � �`� BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. { � �i �' � / �4 ;�w� ``� � I� ' 114.25' $ ��;� ^� ,,< <�``� / 8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY 16 � �' ''�� � �`� EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF ANY UTILITY SERVICES � �..�...� ''�r �" REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 �'` `� ` � �� �� � .�' o ,�` , ��� ��,� — — — — — � _ ° ,��"`�,''�` � � . �S � �� � �� � z = � �' � � �`� LJ,J � � 8 � 10 PARKING SPACES � 9 � ��' � -� ���� SITE DATA � � �� � �,� LAYOUT NOTES ❑ w � PARKING LOT '� � �; `� PROJECT: LOWER NEUSE GREENWAY 1. ACCESSIBLE PARKING PER DEfAIL 7 & 8, 21 � O � STRIPING (4" WHITE,,..�;.�'` � � "�� , �' $ �` 2. STANDARD DUTY ASPHALT PAVING PER DETAIL 4 21 HC � PAINTED LINES) _�s�� � ,�` � PARCEL 1: 3. ASPHALT WALK PER DETAIL 5�,p 2�1��/��� � (` I"'� Q Z� ���`� ^..,`k.,..,a�r �.."m`�� 90' ,�`� �'�CL161�TR�TCQC�1 TI��A\/IA1TI'I'��rRr�Rl11'�GZT V ° ° ° ° ° ° ° ° � �� F� � �/ ���` OWNER: BROWN, ROBERT H 5. WHEEL STOP PER DETAIL 3, 21 O ,�j,�..v.,�,...„��....��,�....,��,,,....,��...„,'`�` �.�. .m. � ,f`` �...��...v, � � t�r..v,i �� 4 � , `� ��R2�,00' ,�` ,,�`� PROJECT ADDRESS: S. NEW HOPE ROAD � � r ^ � r 3 �� ,�` � V I �ry# 1 5 3 15 20.�3' ` �mm�'��� ``� �`� r`�,-�� PIN NUMBER: 1722985086 ' ' � a '�� A� ��`� / ,�` �x �� 10. HINGED BOLLARD PER DETAIL 1, 2J �.�.� �<< ,��`��°'' ,�` �,...�*��' �� - �W 12. TRASH RECEPTACLE. USE CITY STANDARD. TO BE w O �•-.� �' �"� � �<< �n# �; ��w � TRACT AREA: 24.3 ACRES SUPPLIED AND INSTALLED BY CONTRACTOR = �5,,...� �j �`"�� �`'� �`` , ��`'� ,,�"` � ����,�'�r � 13. PROPOSED GREENWAY RELATED SIGN. REFERENCE z � � ``�,<< '� / �` , �•^�.w.�� ,,�`� DISTURBED AREA: 1.1 ACRES ENGINEER'S DRAWINGS FOR DETAIL. � � �'` 14. REFERENCE ENGINEERING DRAWINGS FOR PATH LAYOUT � w � '; `� �.�LOCATE DRIVE BASED ON �`� `� �'�� �,�'` 15. 4" WIDE WHITE PAINTED LINE TO SEPARATE WALK �.,.. �`�.,���` EXISTING POWER POLE� ���`'� ��`'� ��``� �-����` �m'�' PARCEL 2: FROM PARKING LOT w Z ��,, °��� -�'' � �� ��' 16. BENCH. USE CITY STANDARD. TO BE SUPPLIED AND � �` �`� / �� ,�'`� �' ��'� INSTALLED BY CONTRACTOR � �� , �`� � ���� ��`"� �. t� �� ;��� OWNER: BROWN, WILLIAM J 17. GRANITE PAVING PER DETAIL 4, 2K ; , - � 18. COLORED CONCRETE PER DETAIL 5, 2K ;"� ,f � �� � '� �� O ,� �� � ,yA`f � 19. PRECAST CONCRETE COMPASS PER DETAIL 3, 2K O ,,� � \ �`` �` �' ,��° PROJECT ADDRESS: S. NEW HOPE ROAD 20. STONE COLUMN PER DETAIL 1, 2K �� �' ��4�.,; ,�� �,m��. �' t �� ��' �"� / � �,�'j �� �� ��� 21. BRANDING SIGN. SIGN TO BE SUPPLIED AND � ,� ,�` � �`,� � INSTALLED BY CONTRACTOR. `��� �`� �" � ,� � �,� � � PIN NUMBER: 1722970983 �,� ,�,;� -���`' �,��` \� �,� �,y�'` X.....�r� ,,,� ,,�. t1 �r �,; \ ,� �/ �` �'� �,� "� � �`�. <<'' r"" 'r = g, \\` ,,+ f TRACT AREA: 3.72 ACRES 3 f ' °,....»,...v:� �� �`J_ / � `�` `� 4.v.�.�xw� ± j�,..� �i.r� � � � f � f� ` ` • �-��` � � � Q ,� ��,,� �� � DISTURBED AREA• 1.1 ACRES _ � r � ,�''`� �` °� �``� � ��'� �� � � � .. $,,"";�..,, dr` (%/����/\ ,:�"`` ,;�` (X � ay�i �o !' Si \/ � k.. Q U !� /< <v � f �t � � ! �Y!� � � f 4. � / O }' �� f ` � w � O O � � F ;��,,JJJ� '$'"' �„ F` � �r " N t0 j ^ � `T ^� � ) `� ."..'br., '""'+,...�? J\ ff` i �,...., _ N m *......." $ ii \ Q y W W�' � i r^w., U O � � �``� �� �; � �� �` � a �o z�� 3 W �"'^ �,,� ° W >.O m rn � #�"",�' � f'"°s � ��°'°'m'� �..� �t�y �� �,� ,�� � •' a �°'°' 3 � ,{'`' � vcn�F� 3 z � Q ::::::::::::.. ;:;;:::::. J a �:.:::::. w���x..w • �. �.....�,�...�,,�..,,�>�F��a���.....�,....,�,.....,�, �"' #'"`�`�..���..��,,.. , .�� �....� `�,..fr ��...� `�....fF '�.......�. 4 � �x..w�, � ��..�, , � � �,,...w��, �.�$....w� �4 '�,....�?*�,� �,....�.�`�.�.�, �.�.�..�r `��...f�� ��.w...� x�•� k�.r�+ �,...... 20 �,,�„�,,.....��aw���......�w ��,,�� �,....f�,�� �� r k�.....� �, w�"t ��`���..� �, ��.� ��, � � ��.x '��,..,, �.� �,.�.�,� 18 17 `'�-`��.� � � � ��w.wfif � # ��...,��,....�{> DATE: NOV 22 , 2011 ° ° DRAWN BY: HNJ � � °a ' ati �4 CHECKED BY: GWP � 0 � a REVISIONS: ❑ g °` g NO. DATE � ` 4 � o ` ¢Q o .�mm,,, . (� �°° �" ���p .., 1.7 a�"`},,..„, - } p ���' �� GRAPHIC SCALE PROJECT NO.: �,.. � �, .��... �p H9001 . 00 � `�� ,� 20 0 ,0 20 ,o eo ;���3 ���'�,� ��� � ,t"� '��� ( IN F'EET ) SCALE: 1��-20' � wr �-�� 1 inch = 20 ft. "' '�. SITE PLAN DWG. NO.: OF _ � � � .. w w GENERAL DEMOLITION NOTES �j z � z J o cn ,� Q 1. THE CONTRACTOR SHALL NOTIFY THE N.C. ONE CALL CENTER AT 1-800-632-4949 PRIOR Q J � a �;� TO STARTING WORK. � w � N Q �' 2. THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE EXISTING � > � � ��" TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL FROM THE CITY OF w � z � z ,--'r �} ;'`� RALEIGH TRANSPORTATION DEPARTMENT AND/OR NCDOT (919-733-3213). � � w °o `r' w �fr ���, 3. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL O � Q w C=�7 0 � � f�- f,,s REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS AND DEBRIS. Y `l � f �� ; �, :' � , 4. ALL DEMOLITION WORK ON THE SITE WILL BE COORDINATED WITH CONTRACTOR. a � � � � O 1 5. RELOCATION OF EXISIING UTILIIIES TO BE COORDINATED WITH THE LOCAL UTILITY � z t``, ,.E} _.��,' � ,r� '. � ;�d" PROVIDER(S). ~ cLL'n � � �`r '� � -�� �' 6. CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUC110N THAT ARE U .� ___-_r � ��, �- : �, , ,.:�f ,; � � Y � '�-.. � �x � TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH WITH NEW GRADE. c� ______ � `f � ,. , � � , C1 l � - , , .. c� , . �" � �- ; � �,, �;.� - .., � - : �--�' �. '°� 7. ELECTRICAL OR GAS UTILITY SERVICES TO BE REMOVED SHALL BE REMOVED AND RELOCATED � 0 � �t.�r<�, �� \ � r�,,��"�- �.�"�,� ,-'"�,...��"�, �,....,'' ,,.��.. , l� ,. �....� ; � U `�`�,, ,�F�,,��` -w , , ,. f _.. ..- ,. . ;, ,. ; ,: c�, : �; ` ' (AS INDICATED) BY THE UTIUTY PROVIDER. CONTRACTOR SHALL SCHEDULE AND COORDINATE m f� � � ...,.�' �w "��.�, �.,� : , , . � c.� . Q w '` _ • , ', .,. y � Y���,.�,X ; °� ,' �� � THIS WORK WITH THE APPROPRIATE SERVICE PROVIDER. ALL SERVICES SHOULD BE � J ,� , � _ ,: � �....�,_ t� z $ ��„_r�, `��" ��' ��_, , ,' ° �� . , � ` ,� '` RE-INSTALLED PRIOR TO THE INSTALLATION OF PAVEMENT, SIDEWALKS, CURB AND GUTTER, c� �,.....� � ;:_,� ,... •.. �,_� ��� 3-w..w - ,, �, O � , x � � ,, ',�, ,,� �.v � .�.,� � OR OTHER PERMANENT FEATURES. c> > � • � l _: 1 � i �*,....s'`��, �� ..3� .::.... .... . ....,... ',� .,.:.r' "... ,... .,��M....."�{ '��'+. ..r� . . ... � �.:'r, ��� �� ���. �. ^ . � , , , , � ,. \ ,: �cc�, : 8. CONTRACTOR SHALL RESTORE THE LAYDOWN AND STAGING AREA TO ORIGINAL CONDITIONS " ' ' °` ' " � �'�'�--� ''�` FACTION OF THE OWNE PRIOR TO DEMOBIUZATION AT THE CONCLUSION � ��. �..... � AND TO THE SATIS R, �s x .ds: � �. w ......� ��____ . �s " fi...m�...,�•� -Y'"', ��j :, �. ;, Q� 9 CTION OF THESE SOILS PERFORMED ,... , � - ; ° ° ys . CLE NESOL SJ SHALL BE UTILIZED FOR BACKFILL COMPA ,. ,, , ' : � ,, , . �a'` _ � : , ,. �s ` �� $ `�=�}'`m' � \. .. - ,,d` �,�`� 10. CONTRACT RN TO CLEAR/DEMOL SHOTO THE LIM TS EFINED BY THE SILT FENCE AND/OR , ,: � , I� � � � ` � �`' ����I , . , ���rrv, , ��''} / TREE PROTECTION FENCE. r � �s �s .. � g � : t mm,���r.� .. �,,, � ;, } ; ---- ;, T � �,.� � �� 11. ALL FENCING TO BE REMOVED SHALL BE REMOVED AT NEXT NEAREST POLE. � _ ., �: ......� ' C� ° � - 12. VED (SURFACE OR SUBSURFACE) TO BE STOCKPILED AND REUSED ,. �� ; ;. �,��` ONL SITE WHERE POSS BM E. , ,: �� � ° ,,x�� ��� 13. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL � - • 19 .63 194.43 °.. Q � � ,.�... O �,,- � ,� / ,� Y WITH ITEMS TO BE REMOVED. 195.34 � � ' �`"'�`� ,�'� 14. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS �`� �` OTHERWISE NOTED ON THIS PLAN. z = � 194.86 ' 194.08 �� " -.. ``� " � a � ��``� 15. ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO MULCH, AND .. . 10 PARKING SPACES ''.. �� � 1..92.: O ' ��,� " � / ,,��` 16 STOCKPILED FOR FUTURE USE AS MULCHRFOR PLANTING BEDS. PTH OF 12" BELOW � ,.. 0 � ��` . ALL TREES TO BE REMOVED SHALL BE G OUND DOWN TO A DE w 196.05 195.48 1�2.55 s � � � �';�, �,��� PROPOSED FINISH GRADE. 0 195.95 HC �94. 2 194.�. � ..$ � .� O�� � J �,� � Cn , � `~�.. 9�,3 5 19 4.3 � ��. f�'r�k„�� O �` ��``� 0 �...� e eeeeee. w�,,..�,�.� �j ..�t��,,�� ��� k "° i , ,� �. .... 195.47 , � : ;: �...�...��' ,�` ,,,. \ �� '�k " ,,` ,,., � , .."�,�.m., ; ; �..� N ,.,. � `��,'` , .. , ,� � �t �'" �,� � _ `'�`: °° �_, '' F�"- 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE •;, ,.. \ �,. 195 195.02 ., ° ,°' ry`�+r � �``� / .� � "�-� CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION w .. " ` � , � ; sF � SF , SF ' �� � �'''� �� �` '`� MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR ,. �..-- ���, ° � �`� f, ' `�mm�x�� NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO � � , '°. F� ` � '� ' ... " � � .-. CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY O �,,----� � `� - ' � ,. .... ,���i . . ° `�` �' �� � . : ,, � � � � � ,,,�-,,, �� ��� ,�� � �,� � / �``� `� �,hwy; � 2. D z � ��. . , OR ,,: � .� ,: f,r--' . }-�� , . .�' � � :. � � � `��. DRAWINGS THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING �. �. � . � �,,,-- � � � L FIELD CONDITIONS AND THE PLANS SHALL BE � � /' �x, ��'`�, �` ,� : , ���''�,,�```� �� �,� �,� ��- R PORTEDYTOIS HEE ENGI�NEER MMEDIATELTY.UA w �, � �° ,: �,� �X "� 3. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER z r �.�,�" W � ; ,.. .'��,..- , ��. � ,�` �`` . � . � � �� x� � �� � ��, �. . ,, ... ��� ,. ,���` ,�-,� 4. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON � ` '��, /" ...- , ,. j � ��4 SLOPES THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED. , ,. ' �.- ; ,- ,� � �� 5. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO , } ��,� r , J � ,. a � f'� O � .... � � �� ,, 1 ,� `� ,�``� ANY GRADING ON SITE. PLEASE CALL FOR AN INSPECTION. _. mm � �,�. , , ° � - ' ' ' *- �' �� �" ��- " � 6. SEDIMENT EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE ��,.�. ,;::: \ � ,. , � , , � / f.� _ , ° � � _ , ; <<�`'� <v � `� �"� � � ° „�. , ` � IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF � ` .�_w�' < ,�" ,--''f� �.: �.:�� ,. , , � ,, . - .. ; �`' ,� �m. � '� 7. CON RA TOR TO C ORD NATE AND BE RESPONSIBLE FOR ACTIVITIES WITH UTIUTY COMPANIES � `' : '� \ ��....,r ,,,,-•'" "� � ,,:'�,„ � ' ' °i . � ,,� <<�� r � INVOLVED IN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER , { � . . , �� ,. *� � , � r 4 i ... :�� : : . ` . .. ... �� ti "� '°� ' t � ', f .. .r'• {.' }� �;...,� � ,w.,p� � � METERS, ETC. . ,,,--, � � ,; � � ; � ) - , ,�� r'� , ,s°` ' � 8. PIPE LENGTHS ARE MEASURED FROM CENTERS OF STRUCTURES. CONTRACTOR SHALL ADJUST ` '`f � .. '°- , f% ' � ` °'' �� ` �� � � �� �� � '� - LENGTHS AS REQUIRED & MAINTAIN DESIGN SLOPES AS A MINIMUM. ~ _. , , �.----'" , ,.. , ,s'°� ,� � � : " � ` �" 9. CE PRIOR TO ANY DEMOLITION, L ;;:. ,.< << ''� '_. ;� ' �,O' , ,. �., . ,� � ,o° ,; � � �ja SSUANCE OF AO GRAD NGBPERMITLA AND DISTURBANCE OR � � � � << , ,,. • , , � .,�-'"r , � -._,,� , ,�,.r ,, ,� .,r �. . o ,... . ..,. r' / .��� r' €�� � � •., �...� , ,�" 7 f f ' . ':;. ,,. �`� .,..� . � " ��.��„„,w � . t.....� f� � '� �W � °o v�i ... . . -.:..� .: .. , -..,. . � - � 'p ' \ r � � ,.. . .''� � O �/ � ��� �` ; . � �fi..., . /' . ..:�',� ,.�''? .', I _ ^�� ,f w .�-' '' :^ �'- f ...- e' . .-{` ., f. .:" .:,- ..,"�� \ , . , , , N co co� � ` 1 � ` �` �' �� . r . '?:_ ::- .:. d . Q a�i U o ' m .. � . � ., ,* , . ..... , . .� . .. �..,.,, ,�„ ,... .,. ,. �;.. . _....� �----_ ` � " �o Z co°� 3 f� � `� � d � �' �� �'�� `� ��� LEGEND , '. # ,� � `��,.�Y �:,-�' � � � �' w ,�o "'"'� W ` � ��`' ` EXISTING SPOT ELEVATION a `�� °'�'°' � ,. ` : . , . .. .. << < � ,..� � ' ;'� ...._ . °�._a,-' 3 g , `, � ,� � H ni �m °' 3 � V cncCF� 3 360.19 z � PROPOSED SPOT ELEVATION Q a :::. M.E.G. MEET EXISTING GRADE � i5•0% SLOPE SF SILT FENCE - SILT FENCE OUTLET � ��o�o�o CONSTRUCTION ENTRANCE DATE: NOV 22 , 2011 DRAWN BY: HNJ CHECKED BY: GWP REVISIONS: NO. DATE GRAPHIC SCALE PROJECT NO.: �° ° ,° � �° �° H9001 . 00 ( IN FEET ) SCALE: 1"=20' 1 inch = 20 !t GRADING & DRAINAGE / EROSION CONTROL PLAN DWG. NO.: OF _ � � � w w PLANTING NOTES: w z � z 1. TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR J � � '-' ¢ ��{ � w o a ' ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO � w J `�° � ��' w� � ' TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PARA LOS ARBOLES." U w U � � � ' w �,� t"s� 2. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A � � � o z � w ozS = n �t�` ��` TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE O � Q w �? o � �� j;`� � SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE � � � J a�', � .� ��,. `,#"X SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY � Q �''� � � '-' � SHREDDED HARDWOOD MULCH � � �` OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN a � � � z (TYPICAL ALL PLANTING BEDS� �� �?"`� �� THE BOUNDARY OF THE PROTECTED AREA. U � ��, ,' `�,. � r Y ' �� � � ,�,,,�,�>��f''°�`'`'�` ���`�����>��f'�w..��, �,..���� � �..-�' � 3. LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF U O �...pf"'�r "�"''�, �....�' �, �,•�.,� � COMPLIANCE. �,....�'�'_"'{��,�,,tt ���:��x.w.,��....� (1)A RA ,.....�, x.w��,� 4 ��...r' �,�`{ � J �'`�"� f ;x...•�' f 4. ROOT ZONE PROTECTION AREA: EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES, OR SIX FOOT 0 U �. � �� i '`�'`3� 4�X""� � `� RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE U > �,..�, � �, �.... ITV(3� "`}''��-�,..�.,�� ��,,.aw�•-��``�"'' `� PROTECTION FENCING AND WARNING SIGNS. � � ,�....x�..,.}r I �,,�`` 5. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO BE RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL, TILLED IN TO A 4 � � �, `��°��,��� ��'` DEPTH OF 6". ALL DEBRIS, ROCKS, ETC. LARGER THAN .5"ARE TO BE REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL & DEBRIS I =" ��w�'.f � ��`'j / REGARDLESS OF SIZE ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING. � } ��=m� �.� , ��� {�� �� � 6. TREES TO BE STAKED WILL BE DESIGNATED BY THE LANDSCAPE ARCHITECT. TREE STAKING FOR CANOPY AND LARGE EVERGREEN �,�``� �,��`'} TREES SHALL NOT EXCEED 90 DAYS. ARBORTIE STAKING AND GUYING MATERIAL SHALL BE USED TO SECURE TREES. � — — — — — � _ ,��``'r�� / ,,�`"�� 7. ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF APPROVED TOPSOIL, TILLED IN TO A DEPTH OF 8". ALL DEBRIS, ROCKS, ��``� �``� ETC. LARGER THAN .5"ARE TO BE REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL & DEBRIS REGARDLESS OF SIZE ARE TO BE � � � ,�``� REMOVED PRIOR TO SEEDING OR PLANTING. 10 PARKING SPACES mm--�` �`'�� Z = �.�..� ~ �� / �� � �;� �,�`� w � ' � 0 _ C �,... � � ��� � � .. y ...✓ J'"'h.W."�..�f �� �� lw.w . t O O O O O O O O ���; �' ��,,�. ,f.�-, �-.,�. ,,f.-,��.,, .�. '�•v ' � � �� r f ` ��` PLANT SChEDULE 0 � � � � � � � .... ���..� � � ��.... �.... .... � ��'` �"'�r�^w . `�'` � f ,J r ,, 4 l „. � �' �``� ,�``� TREES BOTANICAL NAME/ COMMON NAME CONT CAL SIZE QTY REMARKS w O PLS(3) � v ARA(1) �""`� �` / ���`'` ���k��� AfZA Acer rubrum 'Autumn Blaze' / Autumn Blaze Red Maple B � B 2"Cal 8' MIN. 3 r ^ � � � �` k � �J 1 ARA(1) ��, ,�� , �°�`>•-.� CC Cercis canadensis / Redbud B � B 2"Cal 8' MIN. 8 � a �...,, �` ,� � �,'<<`� �..� � �~~•,�, PLS(3) �-�, �� ���., � �,� �``� � `�`� �mm, � SHRUBS BOTANICAL NAME/ COMMON NAME CONT r-iGT. QTY REMARKS w O �� �t� ��` � �` / �� � mm�' ITV Itea virginica 'Henry's Garnet' / Henry's Garnet Sweetspire/Virginia Sweetspire I 8 3 � _ �' � � �� �� ,,�� PLS Prunus laurocerasus 'Schipkaensis' / Schipka Laurel ---- I 8" 6 � ���, ' � � <<� �"�� �`` ��` r,...�� w �.�} �, t� ,�` � � �.� ¢....� ����` ��`� , ��`� ��` �" Z f�, �� �� � �� ��� w i "`1�� p✓ � � f � �� �� ���{ ; �hw� O ```� �� � ,� �. '� ,,�'j � �"``� �f``� � �% ���� ,�`� %_ \ ��` � ���-� ��� VEHICULAR SURFACE AREA VSA ��� <v � � �� ,�.� ���� �l� �,� � LANDSCAPE REQUIREMENTS: ) O �} �� O� ' ,.. " � ',��,` r" } � � � �. ,�i f-`.� �} � �� .�'`� ,�"....�,�.,, �,.n REQUIREMENTS � � '� TREES: 1 PER 2000 SQUARE FEET � i�, -�� ,\J � `�` `� ��w f, 1 ,�,� ��� � `'M��'µ�� �� SHRUBS: 1 PER 500 SQUARE FEET ; � � � �� �� �. .� Q � � � � �� � � � � � {" VSA SQUARE FEET: 4,433 SF ; r�-k_k n ,�`` �' TREES REQUIRED: 3 � �� i"y � / `� � ;� SHRUBS REQUIRED: 9 � � i �_����' �� O �� �``� ,r�,, `° � o Q � "� EXISTING TREES EXCEED VSA REQUIREMENTS �w �' �o N � � �� � � � � � ,'� �`��.�"� `� � ��� ,�� TREES PROVIDED: 3 Q �, ^�^ � > N��� '�� ��''3 �� SHRUBS PROVIDED: 9 a ��z°° 3 w ,.o m� � W � ��m��� a �' ���, 3 � � vcn�F� 3 z � Q J a � .:::::: x�, : , :::::: �....��, Jy � �'`+.,....F'>k._..+t�,,,v,�., ......�.....,��rd �.�� �����"a..�.� �`.,.....✓{ '�'*....��S ��..g�,.. � f��.�.�� p, "�`"�'�..� ' �,.w.�. �.mm.� '"_``�.�.,� �,...� �,n..w�� ���.�' �.....� �����`�....�r ���'x.....� �.....� �x.v� �, l�xw.� � _ �s--��, -�,.xw.�,�..�.x�� �,....� (8)CC �� .� ��..,, �xaw�, ��.....���, x.�F� ,.....� � �,.. � �� �.....�� � . �,....�, �..�� �' "�;�--��„� �h-�`��; w..w.� �; �...� � ���...��F DATE: NOV 22 , 2011 ° ` ` DRAWN BY: HNJ P ° ° ' 9G CHECKED BY: GWP � a 4 � � REVISIONS: ❑ f� ❑ v ° °` ° NO. DATE o p o ° O 90 O • l'�'t ..... Qp p �' i�.m��� � �.....,�r��. � �� �f��� � GRAPHIC SCALE PROJECT NO.: � �a.mm ������ �° ° ,° � �° �° H 9 0 01 . 0 0 ��� ��. ����r.. � �;��� ( IN FEET ) SCALE: 1��-20' �,.....�� 4 � 1 inch = 20 !t � LAN DSCAPE PLAN DWG. NO.: OF _ � � � w w H � z w z � z J o v, ,� Q 2' TO EDGE OF PAVEMENT w J � � OR PARKING STALL N � 12" x �" PAINTED REBAR SPIKE w w U � z � � � o z �n iw ASPHALT RECYCLED PLASTIC WHEEL STOP O °� � � � o � 6' LENGTH BY TAPCO OR Y � w w � � APPROVED EQUAL � a c+� ~ � rn � a c� c�n �a rn � H w U `� � U �i U m Q w � J z v O � � U > 3 RECYCLED PLASTIC WHEEL STOP NTS � � � zo wQ THICKENED EDGE WHERE � W GRAVEL AND ASHPALT MEET 2" S9.5B 2" S9.5B � � - - � � �' �' U ~ cn � � 8" ABC � � Q o 6" ABC � (�} � �" p � '�, � �. �} O�� � . ° � �}o o . o C7� ff ' {}o �� �J � C3 {� {�a C} o o «o °O � O ���--'`" O � C7 O �. •�� C�� ��� i � 3 i i i L � PREPARED i..� fa �i; �a a i; f� i..� fa � � \ � SUBGRADE r+ f rf + Tf f r+ f � , ^ �J,J ��_i i� �� �� �3 ��_i i� � � � wz ASPHALT PAVING ON AGGREGATE ASPHALT PAVING ON AGGREGATE z � 4 BASE -STANDARD DUTY 5 BASE - WALKWAY �C � NTS NTS w �^ I..L � O J � ACCESSIBLE ~ � � � Q m � � � o o � o � � � �°^ � RESERVED HANDICAP PARKING HANDICAP PARKING Q �, > N��� PA R K I N G SIGN � EACH SPACE SIGN � EACH SPACE w ;.o?°° � W � ii�o��'�' 3 O WHEEL STOP WHEEL STOP � N ���'°' 3 � vcnc[F� 3 FLUSH CURB FLUSH CURB Q ;.. (n J 12" i y a � 1Lw , O � SIDEWALK SIDEWALK 0 ° � MAXIMUM � ° ° � � � � � � � OO PENALTY °� � 0 0 250 � o o GLAVANIZED STEEL U—CHANNEL o D D i SIGN POST-2LB/LF (TYP) i in in 11'-0" 5'-0" 8'-0" 9'-0" 8'-0° 5'-0" 8'-0" 9'-0" SLOPE TOP OF CONCRETE r VAN T r HC r SIDE � r HC r r HC r SIDE � FOOTING TO DRAIN (TYP) ACCESSIBLE SPACE SPACE SPACE SPACE SPACE HC SPACE I I=I I I �.• I I=I I I= � I 1=1 I I � � - I 1=1 I 1= VAN ACCESSIBLE SPACE NON-VAN ACCESSIBLE SPACE =I I I=I I �: I I I=I =I I I=I I : I I I=I I—I I I : a I _� � I '� a I I—I I I� I l iii� � i i i iii=�� =iii � i i i ii l l l,� � 12~ HANDICAP PARKING SPACE ��' 1� HANDICAP PARKING SIGN (VAN ACCESSIBLE) ' $ NTS DATE: NOV 22 , 2011 �2 RESERVED PARKING SIGN DRAWN BY: HNJ �3 MAXIMUM PENALTY $250 CHECKED BY: GWP REVISIONS: NOTE: NO. DATE 1. THE RESERVED PARKING SIGN IS TO BE 5'-0" IF THE PEDESTRIAN PATH DOES NOT PASS UNDER OR AROUND SIGN IN ACCORDANCE WITH FIGURE 4.1.2 OF THE NORTH CAROLINA STATE HANDICAPPED ACCESSIBILITY CODE. 2. THE RESERVED PARKING SIGN IS TO BE 7'-0" IF THE PEDESTRIAN PATH GOES BY, UNDER, OR AROUND THE SIGN IN ACCORDANCE WITH PROJECT NO.: FIGURE 4.1.2 OF THE NORTH CAROLINA STATE HANDICAPPED ACCESSIBILITY CODE. H9001 . 00 7 ACCESSIBLE PARKING/SIGNAGE DETAIL SCALE: N/A NTS S ITE D ETAI LS DWG. NO.: OF _ � � � w w H � z w z � z J o v, ,� Q QJ � a � � � N ^ ¢ w w U � z 3" � � � o z � w O � � � _ ^ � C7 0 (n � w � � U � � � ~ J � O ac`� c�n �arn z H w � 3/4" 3/4" U Y U O ��8,� ��8�, U m � J z v O � i� ° � � > 6" 3" 9/16" 9/16„ %4' �" GALVANIZED 6"X3" X ��' SPACERS WITH �" � BOLLARD MIN. I.D. � � ` _� 3"Xl3"X/�" � ��„ ���� �"x2�" GALVANIZED � 7/d' STEEL PLATE BOLT (PAINT HOLE FOR TACK WELD PlN CAP, EXPOSED AREA TO � Q LOCK %" DlA - MATCH CORTEN) TYP. � a /�, ��, � � ,��� LOCK PlN � w STEEL TUBE FRAME w � FlNIS � BEYOND � HINGE PlN j�� � GRADE J % %" CONTINUOUS WELD � (SEE STRUCTURAL � ~ � � � ' � R � � PLANS) J � � � , � �4 TYP. � H � � „ i , i � Q � 3 X 6/4 X /�' � � BOLLARD ' - STEEL PLATE \ w COIVCRETE �� � � Q STEEL PLATE STEEL PLATE � � FOOTING � � � jA HSS 3"x3"x�" � � ���"X2..-6���C�' tt W (SEE STRUCTURAL z PLANS) � H � � � TYP. L0�K %F DIA. B HINGE PlN �h � �� ` //4 2„ X l/�" X/4' � � A A � Q � %4� B LOCK PlN T, r , rt � N OTE: O SECTION A SECTION B REFER TO DTL 1/2N FOR PLAN OVERALL SIGN DIMENSIONS � SECTION 'AA' � � HINGED BOLLARD NTS � � � �m a� E TRAILHEAD BRANDING SIGN CONNECTION � `� °°^ °' ?� � � ��� � SCALE:FULL SIZE a �o z o��3 w ,.o m� � W � ��m��� a �' ���, 3 � � vcn�F� 3 z � Q J a � .:::::: ARBOR TIE (3), WHITE FLAG ON EACH TO INCREASE VISIBILITY. TIES TO BE REMOVED WITHIN 90 DAYS. TRUNK FLARE AND TOP OF ROOT BALL SHALL BE AT GRADE IN WELL DRAINED SOIL AND UP TO 4 INCHES ABOVE GRADE IN POORLY DRAINED SOILS. MULCH: HARDWOOD DOUBLE SHREDDED (3") MIN. 4' DIAMETER MULCH RING SOIL SAUCER: USE PREPARED SOIL (6") MIN. VARYING DIMENSION WOOD DEADMEN (3) SEE PLANTING PLAN DATE: NOV 22 , 2011 � FOR DIMENSIONS DRAWN BY: HNJ ////////// /////i ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF CHECKED BY: GWP BURLAP. NON-BIODEGRADABLE MATERIAL SHALL BE TOTALLY 3" MULCH MIN. PER SPECIFICATION REVISIONS: REMOVED REMOVE ALL METAL/PLASTIC CONT. PRIOR NO. DATE PREPARED SUBSOIL TO FORM PEDESTAL TO PLANTING. SLICE FIBER ROOTS IN THREE TO PREVENT SETTLING PLACES TO ALLOW ROOT GROWTH. LOOSEN z.5 x en�� oin. MiN. BURLAP AT STEM/ALLOW IT TO REMAIN ON . � . � BALL PROJECT NO.: TAMP OR WATER TOPSOIL MIXTURE AT 6" INTERVALS. H �O O 1 . O O TREE PLANTING AND STAKING SHRUB PLANTING SCALE: N/A 5 NTS 6 NTS S ITE D ETAI LS DWG. NO.: OF _ � � � w w H � z w z � z J o v, ,� Q QJ � a � � � N ^ ¢ w w U � z � � � o z �n iw O � � � _ ^ � C7 0 (n � w � � U � - RECYCLED GRANITE CONCRETE COLUMN— � Q c� � Q � 0 � � " �� �� ' .�� � � CURBSTONE 'RUINS' SEE STRUCTURAL DETAIL � �''� � °� a' z '� � '� � ' � � '� � �` LAID FLUSH WITH GRADE. � � �w � � �w� - �w�� � ��w� - �w� � ` ��� � STONES TO BE PROVIDED U „"� � �, "v��,,,"`w�.r' ,.".r � �, "v,�,r' ,.".r �,.".v� ,� w w�`� „ „ w BY OWNER � °° U , 5 ,. � u u � ,. � ,. � � ,. ,. � u ,. � ,. � , ,. � , 5 ,. � , u � , 2'—O., O w �. Y W , r w v�� � Y �. �, Y W s�� �W Y :��s� W�s� � Y v�s� W�s� w ��t� v�s� � W�� �.�t� Y W�w� � ��.��, W 4 n . d,� �p � W w � W , . W ,� w , <TUF�F � W , . w w w � W � w � w � ,� w � W � ,� � ,� 0-5 3 _� ° 4 Q w (y�� � � w �w r V w w ~ ��Y r w w . w w~ r W w w Y .. . w w m V w w r . w w v '-.,w w Y .. w v w w v Y ., ., r V w w r �w w r W w w r V w - � ' 4 a . 4 �4. 0 H ,."', w,� w,�W u ,r W., ,,, r,,. "`.,.� r,,. 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WIDTH �" INTERSECTIONS ALLOWED. � � � °� w � � � : � ° � � � � ; � � � v � � � ; � � � � � � v �w� , � � � � � �wrvww� vyww� r�ww vww vy �wwr�ww� v �w�w�www� , I LJ,J � w " � "w "� ' „�� " ��TU R� '" w ` W " , '" w r w ' ` W '" w ' y ".,. " v v " .L �,�".,. '" v ..•�. � � .,.". � �. � � .,.' w ".,. '"� STON E VE N EER �w " ,." ��, � � " �" � �, `, � � " r ,� ` .", ", r ` , ", v � . . � v � v . . � v � � w � v � v TOP OF WALL � COLUMN � " ��.,, " u� a ` .0� �".,. ', w �, . .� .0" ,��".,. " �, . .r,,.", w �, r,,. w � � � � w w � w ���TU R� � W � ,� � ,� �► v 4 ` � �w � ��� � �� ` � � ��� � ��� " . ' ` � � ��� " .��w " . ' �� , r w r . � , w , w ��, , w , , ,, o ° USE LARGER STONES O > . > � w � r > � � r w � W � � � � � � W � ,� ° � � �. �. ° � � �. ,. v� � ,. '" � u.•�." ,y �, . ' AT CO R N ER S � �,.". � , �.. 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CONCRETE TO BE ACID STAINED BROWN IN COLOR ACID STAIN CONCRETE PAVEMENT — DARK GRAY �" PREFORMED EXPANSION COLOR JOINT FILLER WITH CAULK TO ASPHALT PATH — REFER TO MATCH CONCRETE COLOR ENGINEERING DRAWINGS FOR ` DETAIL SCORED CONCRETE #5x12" STEEL DOWEL CAST INTO < PAVEMENT COMPASS STONE (LUBRICATE #° ° ° �a #5x12" STEEL DOWEL CASE EXPOSED END) ° pa ,�" INTO COMPASS a q �'° °4 4 a;� � a " , 6° THICK CUT GRANITE STONE a� ° CONCRETE (S ' � d d . , PRECAST CONCRETE 'COMPASS' 4 8 A p < — PATTERN PER PLAN �������������� SET BEFORE CONCRETE WALK b �4 a 4a `° � FLUSH a ° ° � � �{� �� �� �t� �� �t� � ABC qd � � � d b a4 A °�° 1 �" MORTAR SETTING BED _ _ q a 1/4" a ABC BASE 4a ° PREPARED SUBGRADE � qq � p A � p � 4 , a K �< � a �a� a < a, a, q a #p ING / _ _ d. � . .av .a . 4 '� °a a � 4" CONCRETE PAV W ; , a.' na .,J /y $. . .. . � eo . ,:.. .Ap . . nq, ' .. � . . a ° ° ` ° 4 � THICKENED EDGE � . . < ° , a �4 ..�a a .� .� . ° . ..< .. aa 4� , � q 18" +/— (SEE DETAIL THIS SHEET) PAVEMENT SHALL BE CONSTRUCTED OF 3000 PSI CONCRETE. 44° SURFACE FINISHED AND JOINT TO SCALE SHALL BE INDICATED ON � � � � � � � _ ° ` � PLANS AND DETAILS � � � � � � � � _ ° 4 ° a DATE: NOV 22 , 2011 � _. ���, i . i i � .i i. d4 ., ... . . v (� � ryi ,•t �. t .. � I. �...... � . .. _� �- .. �.. ..... ... . y j ; Z _ ; � _ _ ! :"a _ _ _ _ _ .. .. . . . ._ .. , .. .� �. — ° 5i��� ! ,— — — — — PAVEMENT TYPE ABC REINF. CONCRETE � , i ;; . , CHECKED BY• GWP , , ,— , ,— — r.,� !._ r...; 2,� — _ _ _ SIDEWALK/TRAIL 3„ 4,� . REVISIONS• 3� 9�, , i ' NO DATE ' ' ' ' 4° COMPACTED AGGREGATE COMPACTED SUBGRADE 5'-0" BASE COURSE COMPACTED SUBGRADE 2 CONCRETE TO PRE-CAST CONCRETE CONNECTION 3 PRE-CAST CONCRETE COMPASS GRANITE ACCENT BAND 5 CONCRETE PAVING ON AGGREGATE BASE PROJECT NO.: NTS NTS 4 NTS NTS H J O O 1 ■ O O SCALE: N/A S ITE D ETAI LS DWG. 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Q Wa = � � 3 � ` � � � MM � Z � � a � � � w � � � � � � WBR2- STA. 84 + 96.32 = ; �y ��, �� � N � Q � � � ... � � u.:t � � � LL � � � � w a� WB- STA. 83 + 50.00 LA --�-�'- ° � z BOARDWALK 2 a w � � � a � \ � � �,�,, BOARDWALK 6 � g � � a � � ,._�.._ � � , ��., , I , 1 _ ���� � �. � _ � ��- � , �; � �� ■ .--� � ' /� 1 �w. 'r�-rri , A _ �, i � � ( _ .. . . ._. . .� . . ._.. , ., +�. � . ;,///' , . _ . , ._� - ' ,. �iwi! _.. ,,.; �� � - � ' � �� ��.��� _�- 1 �� BOARDWALK 8 ����,������� ����� ��-- � �� NOT YJSE FOR C�NS'P"IRYT�TIImN �_ ��1� BOARDWALK 3 _� . V-� GR °, , �N p,�N �� � �� ����� -WBRI- STA. 54 + 12 .83 LB = BoAR�wA�K 5 �� ��� �� -WB- STA. 52 + 2 0.41 LA BoA������ wA�K � B E G I N P RO� E CT B RI DG E 1 DATE. NOVEMBER 23, 2011 _�p_ ���. � � � ��.�� � REVISIONS: ° -WB- STA. 44 + 00.00 LB - ��. �ATE BOARDWALK 1 —WBRI— STA. 44 � 00.00 LA ����� ������ � � , � , PROJECT NO.: GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH H 9 O O 1 . O O DESIGN SPEED = 20 MPH LENGTH OF GREENWAY = 1 .562 MILES SCALE: 50 25 0 50 100 50 25 0 50 100 10 5 0 10 20 LENGTH OF BOARDWALK = 0.917 MILES LEAN ANGLE = 15 DEGRESS LENGTH OF BRIDGE = 0.027 MILES PLANS PROFILE (HORIZONTAL) PROFILE (VERTICAL) FUNC. CLASSIFICATION = GREENWAY LENGTH OF PROJECT = 2.472 MILES = H `/ � w i--i � z W z cn z o ,� � � � o g � � V Q U o^o � � ,� z � w � O c� � w � � C7 WATER: aN � J �' o � a c� cn �a rn Z H w BOUNDARIES AND PROPERTY.• �41�OADS: T�EGETATION.• Water Manhole O U � Water Meter o ��,� d�� �� o State Line ----- ____- Standard Gauge Single Tree � � I ��� a W Coun Line RR Signal Milepost Single Shrub � � Wa ter Va lve � ���� � ���� o � � • Hed e � Water Hydrant � �' Township Line Switch 9 Ci Line RR Abandoned - Woods Line Recorded la/G Water Line W � Reservation Line RR Dismantled Orchard � � � � Designated U�G Water Line (S.U.E.* - - - -W- - - - � Pro e Line RIGHT OF WAY.• Vineyard Vineyard Above Ground Water Line A�� Water j p �' J ,� o Baseline Control Point � �"� p� Existing Iron Pin EIP EXISTING STRUCTURES: N� Property Corner � Existing Right of Way Marker 0 W 0 Existin Ri ht of Wa Line ��R� TV Satellite Dish C � � Property Monument ECM g g y Parcel/Se uence Number �23 Proposed Right of Way Line R Bridge, Tunnel or Box Culvert �oN� TV Pedestal ❑� � z q � Proposed Right of Way Line with R Bridge Wing Wall, Head Wall and End Wall - � �oN� ww � TV Tower � w Existing Fence Line w � Iron Pin and Cap Marker MINOR: U/G TV Cable Hand Hole HH � � Proposed Woven Wire Fence e Proposed Right of Way Line with R Head and End Wall �oN� Hw Recorded U/G TV Cable T� U � Proposed Chain Link Fence � Concrete or Granite Marker Q ^ Pipe Culvert Designated la/G TV Cable (S.U.E.*) - - - -T�- - - - � � Proposed Barbed Wire Fence Existing Control of Access p� Footbridge �--------� Recorded l�G Fiber Optic Cable T� F° � Existing Wetland Boundary - - - -W�B- - - - Proposed Control of Access W Drainage Box: Catch Basin, DI or JB ❑�B Designated la/G Fiber Optic Cable (S.U.E.*� - - - -T� F�- - - z � Proposed Wetland Boundary W�B Existing Easement Line E J Q Paved Ditch Gutter Q = Existing Endangered Animal Boundary EAB Existing Greenway Easement Line --- -- --- Storm Sewer Manhole �s GAS: � � Existing Endangered Plant Boundary EPB Proposed Temporary Construction Easement - E W Storm Sewer S Gas Valve 0 BUILDI11tGS AND OTHER CULTURE: Proposed Permanent Greenway Easement pGE z Gas Meter � Gas Pump Vent or U/G Tank Cap o Proposed Permanent Drainage Easement PDE UTILITIES.• Recorded l�G Gas Li ne � Sign o Proposed Permanent Drainage / Utility Easement DUE _ _ _ � POWER: Designated la/G Gas Line (S.U.E.*) - -�- - � Well o Proposed Permanent Utility Easement PuE � � � 0 A/G Gas � Existing Power Pole � Above Ground Gas Line > N ° � �� Q Propose d Temporary U ti li t y Easemen t TuE W a = � � 3 � Small Mine �' P r o p o s e d P o w e r P o l e b � � M M � o � � J � � N � � Foundation � P r o p o s e d P e r m a n e n t E a s e m e n t w i t h ♦ a Iron Pin and Cap Marker � Existing Joint Use Pole � SANITARY SEWER: m � � � � � � � W � - � � Area Outline ROADS AND 1eELATED FEATURES: � Proposed Joint Use Pole � Sanitary Sewer Manhole OO Q � Cemetery fi a Existing Edge of Pavement Power Manhole � Sanitary Sewer Cleanout O a � C� Building Existin Curb — l�G Sanita Sewer Line 55 g 9 Power Li ne Tower � 'y SCI'lOOI a Limits of Disturbance Power Transformer � Above Ground Sanitary Sewer A�� Sanitary Sewer Church � Proposed Slope Stakes Cut - - - � - - - I,VC; Power Cable Hand Hole HH Recorded SS Forced Main Line FSS Dam Proposed Slope Stakes Fill - - - F - - - H-Frame Pole �� Designated SS Forced Main Line (S.U.E.*) - - - -F55- - - - HYDROLOGY.• Temporary Silt Fence Recorded la/G Power �ine P Stream or Body of Water Temporary Tree Protection Fence — ' ' - Designated l�G Power Line (S.U.E.*) - - - -P- - - - MISCELLANEOUS: Hydro, Pool or Reservoir � � Temporary Combination Tree -x x x- Utility Pole � Protectior✓Silt Fence Utili Pole with Base Jurisdictional Stream �S TELEPHONE: � 0 Pro osed Wheel Chair Ram wcR Utili Located Ob'ect o ����T������S���II��� Buffer Zone 1 Bz � p p 0 Existing Telephone Pole � � � Buffer Zone 2 Bz � Existing Metal Guardrail T T T Proposed Telephone Pole � Utility Traffic Signal Box ❑s 100 Year Flood Plain �oo Proposed Guardrail T T T T Telephone Manhole � Utility Unknown la/G Line 7UTL 500 Year Flood Plain 50o Existing Cable Guiderail n n � Telephone Booth ❑� la/G Tank Water, Gas, Oil � A�G Tank Water, Gas, Oil � DATE: NOVEMBER 23, zoii Floodway Fw Proposed Cable Guiderail n n n n Telephone Pedestal T❑ �' G REVISIONS: Flow Arrow � --- --- Equality Symbol � Telephone Cell Tower ,�, U�G Test Hole (S.U.E.*) � No. DATE Disappearing Stream �--- --- Pavement Removal l.V� Telephone Cable Hand Hole HH Abandoned According to Utility Records AATUR Spring �'����_---� T End of Information E.O.I. Recorded U/G Telephone Cable Wetland � PROJECT NO.: Designated U�G Telephone Cable (S.U.E.*) - - - - -T- - - Proposed Lateral, Tail, Head Ditch T� H 9�01 . 0 0 � F« Recorded l�G Telephone Conduit False Sump Designated U/G Telephone Conduit (S.U.E.*� - - - -T�— - - — SCALE: NTS Recorded l�/G Fiber Optics Cable T FO Designated la/G Fiber Optics Cable (S.U.E.''`� - - - -T Fo- - - - = H GENERAL NOTES N OTES W °` THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS � z � z THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE ASSOCIATED WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES FROM THE J o � � g A P P L I C A B L E R E Q U I R E M E N T S O F T H E J U L Y 2 0 0 6 N C D O T S T A N D A R D S P E C I F I C A T I O N S F O R R O A D S A N D S P E C I F I C A T I O N S O R D R A W I N G S A R E D E E M E D N E C E S S A R Y B Y T H E C O N T R A C T O R, D E T A I L S O F S U C H W c� � } STRUCTURES. UNLESS NOTED OTHERWISE IN THESE PLANS OR ASSOCIATED SPECIFICATIONS DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER IN WRITING FOR REVIEW. NO w = z N z DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF � � � o = ^ W ALL DEMOLITION SHALL BE APPROVED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT. THE OWNER. O � w w �? � � � N � J p� � � d N (n � 01 Z ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL U `� INSPECTIONS, CERTIFICATIONS, PERMITS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. � .. o ���� ��°� � �' WHERE ASPHALT SECTION IS REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF � I �� � W DEMOLITION TO OBTAIN A CLEAN EDGE. S E Q U E N C E O F C O N S T R U C T I O N A C T I V I T I E S � � I �� o � bds� ��� ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS 1 . A PRECONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE START OF ANY CONSTRUCTION INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES ACTIVITIES. A MANDATORY PRE-CONSTRUCTION MEETING WILL ALSO BE REQUIRED WITH THE LAND TO BE REMOVED FROM REMAINING VEGETATION. QUALITY SECTION OF NCDENR BEFORE LAND DISTURBING ACTIVITIES BEGIN. CALL 919-791-4200 TO SCHEDULE A MEETING. � CONTACT CITY OF RALEIGH PARKS AND RECREATION DEPARTMENT TO SET UP A PRE-CONSTRUCTION W MEETING PRIOR TO LAND DISTURBANCE. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED 2. INSTALL CONSTRUCTION ENTRANCES AS NEEDED AT LOCATIONS SHOWN ON SHEET 1 D. OTHER STAGING J � PRIOR TO PRE-CONSTRUCTION MEETING. AREAS WILL NEED TO BE DISCUSSED WITH CITY OF RALEIGH PRIOR TO THE START OF CONSTRUCTION. H � CONTACT THE CITY OF RALEIGH AT (919)516-2837. � NO GRADING IS TO OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES. W 3. DETERMINE AND MARK LIMITS OF DISTURBANCE. � � THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. 4. INSTALL TREE PROTECTION FENCING, SILT FENCE, COMBINATION FENCE AND, SILT FENCE OUTLETS. � z SILT FENCE OUTLETS SHALL BE INSTALLED PER FIELD LOCATED LOW POINTS AND AS SHOWN ON THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE APPROVED PLANS. W � MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE �J,J � REMOVED FROM THE SITE ON A DAILY BASIS. 5. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. CALL FOR ON SITE INSPECTION BY ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE. � � RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S). U Q 6. TOPSOIL AND STONE BASE REMOVAL AND/OR STORAGE AREAS SHALL BE CONTAINED WITHIN THE � � EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST PROPOSED LIMITS OF DISTURBANCE. AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO � W BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S 7. BEGIN GRADING & CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. z � REPRESENTATIVE IMMEDIATELY. INSURE THAT SEDIMENT LADEN WATER IS DIRECTED TO SEDIMENT CONTROL DEVICES. J O CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. ALL 8. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT Q = UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING RAINFALL (0.5 INCHES OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS. � � CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR. W 9. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER. z CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. 10. INSTALL STORM SEWER SYSTEMS AND CULVERTS AND PROTECT INLETS WITH INLET PROTECTION. INSTALL CULVERTS IN JURISDICTIONAL AREAS ACCORDING TO NCDOT BEST MANAGEMENT PRACTICES FOR � ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL. CULVERT INSTALLATIONS IN STREAMS WILL � EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA. REQUIRE DEWATERING BY USE OF COFFER DAMS/IMPERVIOUS DIKES AND PUMPS TO MAINTAIN WATER � � � � � QUALITY STANDARDS, PER DETAIL ON SHEET 2C. CULVERT TO BE CONSTRUCTED IN THE DRY. W � ° � � ° Q C O N S T R U C T I O N/S A F E T Y F E N C I N G R E M O V E D T O F A C I L I T A T E A C C E S S B Y T H E C O N T R A C T O R F O R C O N T R A C T O R T O C O O R D I N A T E W I T H E R O S I O N C O N T R O L I N S P E C T O R. A N Y T E M P O R A R Y C O F F E R D A M S H A L L � o Z o o � � W o = co ao 3 CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN BE CONSTRUCTED OF MATERIALS SUCH AS SHEET PILING, SANDBAGS OR CLEAN CLASS 1 RIP RAP OR Q � c� M M � Z ,� Ww � � � TRAFFIC AWAY FROM HAZARDOUS AREAS. LARGER STONE THAT WILL NOT CONTRIBUTE TO TURBIDITY OR SILTATION OF THE WATER BODY. A m N � Q °' �' � � TEMPORARY SEDIMENTATION BAG SHALL BE USED PER NCDOT STANDARD DRAWING NUMBER 1630.06. o � `� � ~ " " w DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED SANDBAGS SHALL BE OF THE FILTER FABRIC TYPE, DOUBLE BAGGED AND INDIVIDUALLY TIED TO Q � IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PREVENT SAND LEAKAGE. THEY SHALL BE PLACED AND REMOVED MANUALLY TO PREVENT SPILLAGE. ONLY w � PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE CLEAN SAND, FREE OF DEBRIS, SILT, FINE PARTICLES OR OTHER FOREIGN SUBSTANCES, SHALL BE °` � a DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE USED TO FILL THE BAGS. THE COFFERDAM SHALL BE ENTIRELY REMOVED IMMEDIATELY UPON Z MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION. COMPLETION OF WORK. DURING PERIODS OF WORK ACTIVITY, FLOW IMMEDIATELY DOWNSTREAM OF THE g a WORKSITE SHALL EQUAL FLOW IMMEDIATELY UPSTREAM OF THE WORKSITE. ALL OTHER OPTIONS WILL CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AND OBTAIN APPROVAL FROM NEED PRIOR APPROVAL. SEE SHEET 2C FOR DETAIL. NO DIRECT PAYMENT SHALL BE MADE FOR THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR WORK OF INSTALLATION, MAINTENANCE, AND REMOVAL OF IMPERVIOUS DIKE(S) AS DESCRIBED IN THIS TO CONSTRUCTION MEETING. PROVISION. PAYMENT FOR SUCH WORK SHALL BE DISTRIBUTED AMONG THE VARIOUS PAY ITEMS. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO 11 . AS AREAS ARE BROUGHT UP TO FINISH GRADE, SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR LANDSCAPING. SEED ALL AREAS WITHIN 14 DAYS OF COMPLETING ACTIVITY. PERMANENT GRASS SHALL OTHER OBSTACLES ETC SHALL BE APPROVED BY CITY OF RALEIGH. BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE. ANY DISTURBANCE OF THE 12. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED PATTERNS OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. THEN REMOVE ����,������;� ��,��� CONDITION PRIOR TO DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS. �� N°T �SE F°R ��NS����TII�N ACCORDING TO DETAIL. 13. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY ENVIRONMENTAL CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY CONTRACTOR WITH OWNER'S OFFICER. OBTAIN CERTIFICATE OF COMPLIANCE. REPRESENTATIVE AND PROPERTY OWNER PRIOR TO CONSTRUCTION. 14. CONTRACTOR IS REQUIRED TO MAINTAIN A WEEKLY WRITTEN REPORT OF SEDIMENT AND EROSION CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL CONTROL DEVICES. DATE: NOVEMBER 23, zoii PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3' BEYOND ASPHALT EDGE REVISIONS: OF TRAIL OR WITH IN REQUIRED DRAINAGE DITCHES. TRIM UP BRANCHES OF TREES TO PROVIDE 8' No. DATE VERTICAL CLEARANCE. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS NEEDED PROJECT NO.: OR DIRECTED BY THE EROSION CONTROL INSPECTOR. IF ADDITIONAL MEASURES ARE REQUIRED IN ADDITION TO THE PLANS, COMPENSATION WILL BE PROVIDED PER THE CONTRACT PROVISIONS. H9OO 1 . 00 ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER SHALL BE SEEDED BY CONTRACTOR. SCALE: NTS N TE � � W O S � � Z w z � z o � � � � o g EROSION CONTROL NOTES COMPACTION NOTES � � Q U � � TOTAL ACREAGE OF DISTURBED AREA IS 21 .83 ACRES TOTAL PROJECT AREA IS 1 901 .26 ACRES. STRUCTURAL FILL BENEATH THE PAVED AREAS SHOULD BE PLACED IN UNIFORM LIFTS OF 8 INCHES OR � � � ,� z � W � � LESS (LOOSE MEASURE) AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AND � � ° _ � � ACREAGE OF PERMANENT AND TEMPORARY SEEDING IS 35.8 ACRES. ' 0 � w w �' ° c� SEE CONTRACT DOCUMENTS AND SHEET 2D FOR SEEDING SPECIFICATIONS. WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE AS DEFINED BY THE STANDARD PROCTOR COMPACTION Y � � w , � TEST. HOWEVER, THE UPPER 12 INCHES OF THE FILL PLACED SHOULD BE COMPACTED TO 98 PERCENT � a N � � � ° Z O F T H E S T A N D A R D P R O C T O R M A X I M U M D R Y D E N S I T Y. T O C O N F I R M T H A T T H E S P E C I F I E D D E G R E E O F � � ON-SITE BURIAL PITS ARE NOT ACCEPTABLE. COMPACTION IS OBTAINED, FIELD DENSITY TESTING SHOULD BE PERFORMED IN EACH LIFT BY A SOILS U � � TECHNICIAN. d � o ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE/COUNTY ���� I �°��� � W E R O S I O N C O N T R O L O R D I N A N C E A N D I S S U B J E C T T O F I N E. 2 0 0 6 N C D O T R O A D W A Y E N G L I S H S T D. D R A W I N G S �' � Z b I �� o � STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN �'� �'�� TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY BRANCH - N.C. DEPARTMENT OR TRANSPORTATION - RALEIGH, N.C., DATED JULY 18, 2006 ARE REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS OF COMPLETION OF GRADING. STD.NO. TITLE � DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES DIVISION 2 - EARTHWORK W THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED. 200.02 Method of Clearing - Method II J j i--i � ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL DIVISION 3 - PIPE CULVERTS W REPRESENTATIVE OF THE STATE/COUNTY STORM WATER MANAGEMENT SECTION AND THE LOCAL 300D.01 Method of Pipe Installation - Method 'A' � INSPECTIONS DEPARTMENT. � � DIVISION 8 - INCIDENTALS � z CONSTRUCTION, MAINTENANCE, REMOVAL OF ALL EROSION CONTROL DEVICES, ALL FINES, LEGAL 838.01 Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90° Skew FEES AND RESTORATION COSTS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE 838.80 Precast Concrete Endwall - For Single 12" thru 72" Pipe 90° Skew w O NOTED. 848.01 Concrete Sidewalk w � 876.01 Rip Rap in Channels A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 876.02 Guide for Rip Rap at Pipe Outlets � � 876.04 Drainage Ditches with Class 'B' Rip Rap U Q CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT AND FOLLOW THE O RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPLETION AND PAVEMENT DESIGN, ETC. ADDITIONAL NCDOT STANDARDS NOT ON THE LIST ABOVE MAY BE REQUIRED AS PER PLAN DETAILS AND � OC SPECIFICATIONS. � W z � EROSION PROVISION J O Q = THE CONTRACTOR SHALL BE REQUIRED TO TAKE EVERY REASONABLE PRECAUTION THROUGHOUT THE � � CONTRACT TO PREVENT THE EROSION OF SOIL AND THE SEDIMENTATION OF STREAMS, LAKES, W RESERVOIRS, OTHER WATER IMPOUNDMENTS, GROUND SURFACES, OR OTHER PROPERTY AS REQUIRED BY z THE SEDIMENT POLLUTION CONTROL ACT OF 1973 AND THE 1974 AMENDMENTS TO THE ACT. FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF THE EROSION CONTROL PLAN OR TO PERFORM EROSION CONTROL WORK AS DIRECTED WILL RESULT IN THE ENGINEER, INSPECTOR SEEDING ~ ~ OR NCDENR NOTIFYING THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS. IN THE EVENT THAT THE W � o CONTRACTOR FAILS TO BEGIN SUCH REMEDIAL ACTION OR FAILS TO BEGIN EROSION CONTROL WORK A. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER-DRAWN SEED DRILL COMBINATION CORRUGATED > N � � =o � WITHIN 24 HOURS AFTER RECEIPT OF SUCH NOTICE WITH ADEQUATE FORCES AND EQUIPMENT, THE ' � Z � � � � Q EN GINEER MAY PR O CEED T O HAVE THE W ORK PERF ORMED WITH OTHER F OR CE S. N O PAYMENT WILL BE ROLLER-SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED METHODS TO � o 0 0 � P R O V I D E E V E N D I S T R I B U T I O N O F S E E D. } � =M M � o � MADE TO THE CONTRACTOR FOR WORK PERFORMED BY OTHERS. ANY COSTS INCURRED BY THE CITY DUE a W `-' � � ' Z � � w � � � TO THE FAILURE OF THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS WILL BE BORNE BY THE m N � Q °' �' � B. DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL AREA o � � � � � � w C O N T R A C T O R. S U C H C O S T S W I L L I N C L U D E C I V I L P E N A L T I E S A S S E S S E D F O R S O I L E R O S I O N A N D WITH A ROLLER NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS � � SEDIMENTATION CONTROL VIOLATIONS. PER FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY. a � � C/) ANY COSTS INCURRED BY THE CITY FOR WORK PERFORMED BY OTHERS AS PROVIDED ABOVE IN THE � EXCESS OF THE COSTS THAT WOULD HAVE BEEN INCURRED HAD THE WORK BEEN PERFORMED BY THE C. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF THAT Z CONTRACTOR WILL BE DEDUCTED FROM RETAINAGE OR OTHER MONIES DUE THE CONTRACTOR OR HIS WHICH CAN BE MULCHED ON SAME DAY. g CONTRACT. D. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO 4 INCHES OF SOIL DEPTH. MISC - WETLANDS. TREES. STORM PIPING CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. CONTRACTOR SHALL MAINTAIN A MULCHING AND MATTING WETLAND SEEDING MIX ON SITE TO BE APPLIED TO TEMPORARILY DISTURBED WETLAND AREAS AS A. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS DIRECTED BY ENGINEER IN THE FIELD. WETLAND SEED MIX IS PROVIDED IN THE SPECIFICATIONS IN THEN THE FOLLOWING: SECTION 02910. ����������;� ����� 1 . SLOPES FROM 5:1 OR FLATTER BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE �� N�T �SE F�R ��NS����TII�N WETLAND LOCATION/DELINEATION BY ESI DATED 12/2006 RATE OF NOT LESS THAN 92 LBS. PER 1000 SQ.FT. 2. SLOPES GREATER THAN 5:1 MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE STAPLES LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION AT 5 FOOT INTERVALS, IMMEDIATELY AFTER SEEDING. AND MATCH PIPING TO DITCH CENTERLINE. 3. USE TACK TO PREVENT DISRUPTION OF MULCH. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS B. FOR TACK USE AN ASPHALT TIE-DOWN OF EMULSIFIED ASPHALT GRADE AE-E OR CUT-BACK ASPHALT DATE: NOVEMBER 23, zoii REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. IF EGREGIOUS VIOLATIONS OCCUR AS GRADE RC-2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF REVISIONS: DETERMINED BY THE OWNER, REPLANTING MAY BE ORDERED AT A COMPENSATORY RATE AT THE TACKING STRAW MULCH. No. DATE CONTRACTORS EXPENSE. C. OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER. ALL STORM PIPING SHALL BE HDPE DBL WALL-SMOOTH INTERIOR EXCEPT WERE OTHERWISE NOTED. SEE DRAINAGE SUMMARY SHEET. D. EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER PROJECT NO.: ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED. APPROVED PLANS. H9001 . 00 CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS). PROTECTION SCALE: NTS ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING A. PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER GRADES UNLESS OTHER WISE NOTED ON THE PROFILE. APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER-DAMAGE. = H `/ � w i--i � z z cn z W o ,� g J � � � a VI NTAG E LAN E a �t . + �' �.�� � • �J � � N Q x.wr... x WALN UT RI DG E I..L V Q U o^o � CONSTRUCTION ' w - �� � w z N W 2 � � � ,� �n � � f�„ � � � � _ ^ C��7 # 5 , , ; y, , � � � � : y*{ CO U RT � � v w w � � : � � .I �m� t �:: . ;, s.. �+ ��I,I � �• ', � �? 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'_..: � � w:� a: � : �� s: � � � x ��„� v. � ,.: ., , � � � � Y� � � O mm . � � � J ,� � _ � � � r �: w, � # v � r�. � v �x . w k � v� � c� � ��. �� ��� V �� � � r W � � $ ��� 4:r Z E NTRAN C E # W �r ¢�� E M PO RARY STREA z w o e AN £ _ � w . � � { K � _ ����. - �� � .. � WETLAND CROSSIN � ° �� .. � �. � j� , �. � m r f r �� a {� � _ �� CO N STRU CTI O BARW E L ROA '" ° �� ONSTRUCTIO � � � � ENTRANCE # ENTRANCE # 4�r� W WALNUT CREE � y z � �r :�. ��.�� ��� J O � Q _ $ > � w z r� � � � � � oc � _ J (O V � _ � N � � CO _ � U � � � � Z V � W °o =o°o a°o 3 . . � � � chcn N � � . � W w � � N Z � � � J � � � � m � fn �' H LL � LL w CONSTRUCTION ACCESS # 2 �� BARRINGTO Y �� � � . CONSTRUCTION �� � ��� ��� : CONSTRUCTIO � � D RI V � ��: a � a ACCESS # 3 ,� f- ::�� K . E NTRAN C E # z � � � g , a � � a � ,, CO N STRUCTIO N 0 ACCESS #4 CONSTRUCTION Z � ACCESS # 1 �,,, � z � , , , \ - � , ,. ;���� � � ����,������� ��,��� � �� NOT YJSE FOR C�NS'P"IRYT�TIImN ����� DATE: NOVEMBER 23, 2011 REVISIONS: NO. DATE - - TE M PO RARY W ETLAN D E� AN D STREAM CROSSING PRO�E�T No.: - - FzE -� G Nv CONSTRUCTION H9001 . 00 AL �N TEMPORARY WETLAND ACCESS # 5 SCALE: AN D STREAM CROSSING = H PROVIDE A SAFETY RAIL FOR THE L7 � W � � Z ; , FOLLOWING CIRCUMSTANCES: w o `� g 4� � � 3' 3' SHLD. � 5' � 5' 6' SHLD. J � � o a ' USE INSET 1 WHEN SLOPE >_ 3:1 AND DROP OF 6' a w � � SHLD. � CONDITIONS PERMIT i 4' W/ SAFETY RAIL SLOPE >_ 2:1 AND DROP OF 4' p� ; a � � � � � i SLOPE >_ 1 :1 AND DROP OF 1' � � � ,� z � W ' ; i GRADE 3, POTENTIAL 0 �s w � � o � � � ORIGINAL GROUND , ; i P O I N T C� SAFETY RAIL � N � J � " � 2 � � � � a r�.i v=i a o, Z ' 3�1 ; ORIGINAL GROUND 6:1 MAX• � 0.02 � � 0.02 '-' � � � 0.02 ; . , � � � 1 � '� M�. U , � 3. , ��, ,, � . � .. ,�.� ; ��� o ; ' r ?'1 /� � ��°�� � o�o .,, r. ' , , 2•� M I ; , � � � ' ; ,qX , i ORIGINAL GROUND � � � � � � Z � ' ' T ' � GRADE TO THIS LINE T b��� � ����� o � ' J1� � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� s„ � .11 ' Vl � � � � � ' NOTES: INSET 1 ASPHALT TRAIL TYPICAL SECTION - TRANSITION SUPERELEVATION AS SHOWN ON PLANS - TYP. DISTANCE IS 10'. � - USE 6' SHOULDER IN FILL SECTIONS AND 3' SHOULDER IN CUT SECTIONS. W J > CHAIN BEGIN STATION END STATION ~ OC PAVEMENT SCHEDULE -WB- (BE�iN coNSTRUCTioN� 15+20.00 15+30.00 (BEGIN BOARDWALK 1 ) W -WBR1- (END BOARDWALK 1) 46+47.50 53+72.00 (BEGIN BOARDWALK 2) � � PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE -WB- (END BOARDWALK 2) 52+88.00 69+75.00 (EQUALITY) � z C1 COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 224 LBS. -WgR2- (EQUALITY) 69+75.00 77+90.00 (BEGIN BOARDWALK 3) PER SQ. YD. W O -WBR2- (END BOARDWALK 3) 81+80.00 84+96.32 (EQUALITY) �J,J � J1 PROPOSED 6" AGGREGATE BASE COURSE. -WB- (EQUALITY) 84+96.32 109+97.01 (BEGIN BOARDWALK 5) � � -WB- (END BOARDWALK 5) 111+47.01 118+33.42 (BEGIN BOARDWALK 6) U Q -WB- (END BOARDWALK 7) 125+17.85 135+02.85 (BEGIN BOARDWALK 8) � � T EARTH MATERIAL. � -WB- (END BOARDWALK 8) 135+52.85 142+26.18 (END CONSTRUCTION) � W z � J O V1 GEOTEXTILE SEPERATOR FABRIC Q 2 � � W z RAILING SEE DETAIL SHEET 26 � � 10'-0", 11'-0" W/ RAI L I N G W � o J � U � � ti �� 6" #4 BARS @ 12" CTS. 6" ° N ` ° 10'-0" CLEAR � o Z� o � " a W o = co ao 3 CONCRETETRAIL a � � �, �, � � ,� Ww � � � 6" �� � FIELD BEND C� � m � � � � � � � W #4 BARS @ 12 CTS. 0 i � a � ��� Z w ( � C/) - - � o0 00 � oo ����III�� 18�� � �/ I � a IIIIII � = z II III� , � _ ��� ��� ��� ��� ��� � ��� ��� ��� ��� ��� ��� ��� � �� � = i � g - - 5� i 5� � - � ��� ���- 6„ I 'I'�I���III���III���! o #4 BARS �� „ � i COMPACTED SUBGRADE ���� � � � o � � � o � � o o � � o i , -----------------------------------------� ------------ CONCRETE TRAIL TYPICAL SECTION 1 ' � STRUCTURAL STEEL TRUSS, TYP CHAIN BEGIN STATION END STATION ����������� ����� �� NOT YJSE FOR C�NS'P"IRYT�TII�N -WB- (END BOARDWALK 1 ) 20+65.00 21+15.00 (BEGIN BOARDWALK2) BOARDWALK TYPICAL SECTION BRIDGE TYPICAL SECTION BOARDWALK NO. CHAIN BEGIN STATION END STATION BRIDGE NO. CHAIN BEGIN STATION END STATION 1 -WB- 15+30.00 20+65.00 S1 (10') -WB- 122+86.85 124+27.85 1 -WB-/-WBR1- 21+15.00 46+47.50 DATE: NOVEMBER 23, zoii REVISIONS: 3 -WBR1-/-WB- 53+72.00 52+88.00 No. DATE 4 -WBR2- 77+90.00 81+80.00 5 -WB- 109+97.01 111+47.01 6 -WB- 118+33.42 122+86.85 PROJECT NO.: 7 -WB- 124+27.85 125+17.85 H 9�� 1 . 0 0 8 -WB- 135+02.85 135+52.85 SCALE: NTS BOARDWALK 4 DOES NOT EXIST DESIGN CRITERIA NOTES = � $� M�• STEEL FENCE POST W � VARIABLE AS DIRECTED BY THE ENGINEER THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN C� � w WIRE FENCE KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF ON A FILTER FABRIC FOUNDATION. THE DAM. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW w p � z HARDWARE CLOTH ,-, KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL J � � � a MIN. 12-1/2 GA. NCDOT SEDIMENT CONTROL STONE LOWER THAN THE OUTER EDGES AT NATURAL GROUND BANKS. W � � } MIN. 10 GA. SILT FENCE FABRIC INTERMEDIATE �,;, , ELEVATION. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO � v Q N � � LINE WIRES INSTALLED TO SECOND <� y� �� WIRES ', %, 3 FILTER FABRIC ON GROUND KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK w z z N z ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS DAM. LL � H �' '�;� W WIRE FROM TOP PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION O °� w � � o oc GRADE ; �� ��� ������ ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE Y � w w oo � STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO ELEVATION OF THE UPPER DAM. a r� � � rn � RESIST EROSION. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM a N � � a, � BURY 6" OF UPPER EDGE OF � z BURY WIRE FENCE AND HARDWARE CLOTH USE NCDOT CLASS B RIP RAP AND LINE THE UPSTREAM HEAVY FLOW THAT COULD CAUSE EROSION. H w FILTER FABRIC IN TRENCH SIDE OF THE DAM WITH NCDOT SEDIMENT CONTROL STONE. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST � FRONT VIEW SECTION VIEW KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT UPSTREAM IS STABLE. U U BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT 4' MIN. SILT FENCE AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO ���� d�o�� � m DAMAGE OR BLOCKAGE FROM DISPLACED STONES. � � � Q w NOTES: � a� � � - END OF SILT FENCE SHOULD BE TURNED UPHILL STEEL POST �� 12" OF NCDOT SEDIMENT � Z U TOP OF SILT FENCE 9 MIN. 1.5' MIN CONTROL STONE � �•5� � .��s� I ����� O � -SEE N.C. STATE DENR PRACTICE STANDARDS &SPECIFICATIONS � � � �. � �., �:� � WOVEN WIRE FABRIC MUST BE AT LEAST 1' ABOVE THE TOP OF „ ,,. . — - - — Y,,,,,,�k, CLASS B RIP-RAP IS ALWAYS REQUIRED .. ; , u� w�.�:. ; �. , . ; � ; �� � � , �. <. SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES -. THE WASHED STONE ;: , ,.. ., _ . . . .. >��.'�,.. ;, < � SILT FENCE GEOTEXTILE FABRIC ;. , ,. _: , : . :. : , .. . .. .: . . CENT RT PLANNING CONSIDERATIONS& DESIGN CRITERIA. HOWEVER FLOW - • - > -���, °: �; � o � . _:.: ; , , ,. .:. , ... FILTER CLOTH ` �, ` � ` .` SHALL NOT RUN PARALLEL WITH THE TOE OF THE FENCE . - ' FILL SLOPE ; ' .. , . . � , , �n ,% � c� = z= , . . FILTER CLOTH � m - , , � ��. � � cV �� �:'. 4'TO 6' I..L USE No. 57 WASHED STONE "� GRADE PLAN VIEW �E - W � ' `J� FOR REPAIR OF SILT FENCE FAILURES, <: <<, . ;, FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. IN CROSS-SECTION VIEW \ PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THE J � EACH CASE THE SILT FENCE IS TO BE PROPERLY ENTRENCHED &THE o 6" MIN. COVER * BURY WIRE FENCE, VELOCITY OF FLOW. L=THE DISTANCE SUCH THAT POINTS ~,�/ STONE SHALL BE AT A MINIMUM OF 16"ABOVE GRADE AT THE N OVER SKIRT ; FILTER FABRIC, A AND B ARE OF EQUAL ELEVATION ~ LL DIRECTION OF FLOW& BETWEEN 60 -45 DEGREES. ANCOR SKIRT AS DIRECTED `� AND HARDWARE DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. BY ENGINEER. STEEL FENCE POST SET MAX 2'APART I�- CLOTH IN TRENCH � �� A B W ��� MIN. 18" INTO SOLID GROUND SEE DENR STANDARDS&SPECS. FOR COMPLETE DESIGN CRITERIA& ��� ��� " ` L - � SIDE VIEW MAINTENANCE � � FRONT VIEW STANDARD TEMPORARY SILT FENCE SILT FENCE OUTLET CHECK DAM SIDEVIEW W � z 1 2 3 w C.O.R. STD # 40.01 w O TYPE A TYPE B � PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL pIPE OUTLET TO WELL- DEFINED CHANNEL � � � U Q � � 1/2 " 6" DE z �; DIAMETER OF PIPE OR 12 EP COARSE AGGREGATE �� 7� ; 5 � WHICHEVER IS GREATER EARTH FILL COVERED BY w w ; � ; z ; -. ;� ,� NOTES: FOOTING SIZE ,..� y;w � LARGE ANGULAR ROCK FLOW � �.,` , ,� x A � � � � ����; FILTER FABRIC x" �� � �� ` g w r� �� �� p � ��, � , � PIPE SIZE WIDTH DEPTH � r�� r ���`' , �`�` <x �� EARTH FILL COVERED BY - _ � Q �:� � ;,: ���� � > � � � � � LARGE ANGULAR ROCK W o B � � �'� - B 15" -24�� 8�� 12�� � �,�,y ti : �, -�� � ' � Q < < � > � M � s �{ . . . .. . � , �, � _ ��. , � � � < 7 '� �CHANNEL BOTTOM , �� � .�' �_ ��. v ,, :�. , ' . _ _ _ ::.. . >24" -36" 12" 24" � � � ' �' ��' � '" ��� � � �7 ��� � ���� COARSE AGGREGATE , „� �. .� . 5> � PLAN VIEW �..��� ,;,'; ����=� ;: r-�: �:� 36 -54 18 36 � � � �� �� ,� �� �, ' ��,. , ,:� � � � r �, � ,.Y� � �� � ,.� , , � „ , �,. „ � �� ; � � , �,,, ;:: , � � , � �.,. ,_ . � � N PLAN VIEW ��'� "''� CAPACITY OF PIPE CULVERTS � � � � � � � �" � � � � _ � � � � �_, �,, � � 4 x DIAMETER TOGETHER= BANK FULL FLOW �„� � � , , > ;," � �� � , � ;,, ; � � ' � �; � � � ��� � 4 x DIAMETER � � �" � � , „ ELEVATION � ~ � � � � ' ��� � � �..�..� H , , , , „_ ; � - �: � . z . � � u �� . _ � � �w tut ��v� � � � �� �y z x:.�..� T , �. �� � FILTER FABRIC � °�= �� :i..�, �, . , � _ � ���`�7 � TEMPORARY STREAM CROSSING SUMMARY FILTER FABRIC FILTER FABRIC CHAIN STATION DIAMETER NOTES ~ � H = RIP RAP TO TOP OF PIPE (MAX. H = D+T) � 25' MINIMUM � � SEE PLANS FOR QUANTITIES �� � � -WB- 52+50 48" HDPE DOUBLE 25 MINIMUM w o 0 SEE PLANS FOR QUANTITIES T= 15��CLASS �I RIPRAP �� STREAM CHANNEL J � O N ��' SECTION A-A T= 12 CLASS B RIP RAP -WB- 118+00 48 HDPE SINGLE j c� � ,� c o SECTION B-B TOP OF BANK TOP OF BANK � Z � � � v Q W °o =o°o a°o 3 ' ' � PLAN } � � �, M }, O z � � wrnrn v� � PIPE OUTLET PROTECTION m � � � � � � � W 4 STANDARD TEMPORARY STREAM CROSSING � 5 W � � a w � �/1 a V J � Z NOTES: g NOTES: 1. WARNING SIGNS TO BE MADE OF DURABLE,WEATHERPROOF MATERIAL. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 40" 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER. 8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. 40" 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. _ FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER 10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL � � PROTECTION AREA. WITH THE FENCE)AND DESIGN CRITERIA. ih TREE PROTECTION AREA 11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. � 18„ ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. � � 12. SEE N.C. STATE DENR PRACTICE &SPECIFICATION SEDIMENTS FENCE SECTION. ch DO NOT ENTER � MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. M TREE PROTECTION AREA FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS. _ 13. SEE N.C. STATE DENR PRACTICE &SPECIFICATION SEDIMENTS FENCE SECTION. � � 18�� (HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL c� DO NOT ENTER � WARNING SIGN DETAIL FIELD CONDITIONS. � PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER. WARNING SIGN DETAIL 8� M�• 1���������1�� 1����� VARIABLE AS DIRECTED BY THE ENGINEER 8, M� �� N�T �SE F�R ��NS����TII�N VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST WARNING SIGN SWOVEN WIRE FABRIC WOVEN WIRE FABRIC TREE PROTECTION AREA WARNING SIGN �WARNING SIGN SILT FENCE GEOTEXTILE FABRIC MIN. 10 GA. ORANGE, UV RESISTANT DO NOT ENTER TREE PROTECTION AREA HIGH -TENSILE STRENGTH LINE WIRES MIN. 12-1/2 GA. POLY BARRICADE FABRIC (TYPICAL) INTERMEDIATE MIN. 10 GA. DO NOT ENTER _ _ o WIRES LINE WIRES MIN. 12-1/2 GA. ° N � ~ INTERMEDIATE ' o N � FILL SLOPE SILT FENCE FABRIC WIRES ``� Z DATE: NOVEMBER 23, 2011 "c%� Z INSTALLED TO SECOND GRADE � REVISIONS: � WIRE FROM TO / iv NO. DATE �/ GRADE ch , i-iii-iiiii i-i__�i� iiii�,i�� - - c� < GRADE -1IIII IIIII IIIII-IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII II� _ _ _� - __ -_===- IIIII IIIII =11111-IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII II IIIII IIIII IIIII IIIII IIIII IIIII I�' ��ii �� '=_'iii'!'i�!'! "' "_ _ _ __ „ I IIII - I I II I - - I IIII - I IIII o ' il�!�,�'' _ _ ��= 6 MIN. COVER = _ - - i� _,� o I�Ill�ii�!�i!,i lll * - - IIIII IIIII = iii � i=� OVERSKIRT - - iii i- CV = - - _ - IIIII II�II IIII IIII . - - = „ - - = IIIII ORANGE UV RESISTANT = IIIII ii_ ii!i PROJECT NO.. _ = EXTEND WIRE 6 MIN. INTO TRENCH IIIII IIIII FRONT VIEW IIIII IIIII IIIII HIGH -TENSILE STRENGTH IIIII - �-���-��� AND ANCHOR SKIRT AS =- - �� - �, - _ = DIRECTED BY ENGINEER* ��� = i�� = IIIII POLY BARRICADE FABRIC(TYPICAL) IIIII �-���-��� - �iii = Q 1 �� SIDE VIEW H 7 O O 1 . O O i SIDE VIEW SCALE: NTS " FOR REPAIR OF SILT COMBI NATION SI LT / TREE PROTECTION FENCE FRONT VIEW TREE PROTECTION FENCE FENCE FAILURES, USE No. 57 WASHED STONE. � � FOR ANCHOR WHEN SILT FENCE IS PROTECTING C.O.R. STD # 40.03 C.O.R. STD # 40.04 NOTE: FOR TREE PROTECTION ONLY CATCH BASIN. = H A B `/ � w i--i � z z cn z o ,� � � � o g c � 6'-6" BOLLARD OR � � � N ^ Q TRAIL OBSTRUCTION w = U o0 � d' � ,� z I� w � W A B STOP SIGN GREENWAY TRAIL HINGED BOLLARD O Y � � w � � SEEDETAIL ac� � � rn BOULDER TYP.) Q N � � .� O BOULDER�TO BE SUPPLIED a N cn °' � � C BY CITY OF RALEIGH U w � cn TRANSPORT AND PLACEMENT � g BY CONTRACTOR v � a ' 6"YELLOW PAVEMENT ��� d��� � w � MARKING _ � I �� Q w ; F I N I S H E D G R A D E 1/2" EXPANSION JOINT (S E E D E T A I L 6, T H I S S H E E T) � � I �� O � X WHEN TIEING TO o TIE TO EXISTING '�ds� ���. U > CONCRETE SURFACE N CONCRETE/ASHPALT =1 I 1=1 I I ° °o�o I 1= - - � 1=1 I 1=1 I � � ��'�'��� " I�I I I °� I I I�I 5FT w4DIUS UNLESS I I ° D o : l— � OTHERWISE NOTED �. � ��� C O N C R E T E F O O T I N G . " °� :�° �e° :� - - - - � ry�,� � A GRAVEL BASE �8�0 -- --- 1'-0" f � �� 10 FT. � r - -- --- � 1 - - - - W\ GENERAL NOTES 'X' DIMENSION PLAN VIEW � / �I ~ 1. ALL CONCRETE TO BE 3600 PSI COMPRESSIVE STRENGTH � 2. TYPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE 42"SAFTEY RAIL:A= 1'-2" W 3. ALL JOINTS TO HAVE A%2" FILLET WELD. � 4. ALL METAL SHALL BE GALVANIZED PER SPECIFICATIONS. 48"SAFETY RAIL:A= 1'-4" � � 42" OR 48" SAFETY RAIL GREENWAY ENTRANCE TRAIL OBSTRUCTION WITHIN PAVEMENT MARKING � z 3 NOTE: SEE 2009 MUTCD 1 2 w w � 6" 3" � � � � � � Q ,� � �4� 6��X3��X��� � Q 1 BEVEL @ 45 (TYP) BOULDER(TYP.) - STEEL BOLLARD � O � � L.L '� 3"X13"X�/" W 6"x 6" POST, � STEEL PLATE �a'� �/s' 5'-6" CLEAR 5'-6" CLEAR S.Y.P. PRESSURE 7/4' � TREATED FOR HOLE FOR TACK WELD PIN CAP, � GROUND CONTACT LOCK 1/2 " DIA. Typ• J O (SEE SPECS) � �j�� �� TOP OF "' � 8 1„ OC'KS INEL 7/$ � _ CONCRETE FOOTING TO FINISH GRADE M � �� 1"X 10" STEEL � „ � � DRAIN AWAY �$ HINGE PIN �8 HINGED BOLLARD FROM BOLLARD STEEL PLATE BOLLARD W �Qn � � �i i �. � � l�n � SEE DETAIL AT RIGHT I I I I HOLE FOR �4 TYP. LOCK PIN � FINISHED GRADE I I�� � � I I� LOCK 1/2 " DIA. STEEL PLATE ` � ���� << < ' � � % B � � �, � HINGE PIN� � � HINGE PIN � � � ' �: �' ' 3��X 6 1�4„X 1�2„ — — — — — — — — — — — — � — — — — — — — — — — — I II I o o I II Z� ° �CONCRETE -1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I_I I I = � .° � ° \. �< I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I- � L . STEEL P�TE � � CONCRETE I II A q FOOTING � � — — — — — — — — — — — — — — — — — — — — — — - _ _ _ _ _ _ _ _ _ _ _ <; ., _ _ _ _ _ _ _ _ _ _ _ „ �� � I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I 1=�;_' _ - - ° ° °' — — - - -I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_ rn 2-6 X2-6 X2 � � � — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — FOOTING o o �. � ;�� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��� p � o � o �� _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ` � �� � ` �< < TYP. J � � � � II � I o�� o ti � � � rn � , 1/4 — o c� I I o 0 o I I N I III II o D I III �„ , � W N �„� � O 4 B LOCK PIN � c� r� ti � � Q II�� � ° D � ° o � ° �II I I � m �� 4�� GRAVEL BASE ' ��� � 1 1 �� ~ a =o°o a°o 3 U 4 GRAVEL BASE COMPACTED 2"X 1 �2"X �4 w 11=====_�� � , �� ' I Q � � c`� `'� °� z — — — — — — SUBGRADE PLAN � � , � � w ai rn v� � �' � � � , � � � � rno� � 14" � � L' ` c p�p N = a � � w 2�-6° � � i ` �� � fn �' H LL LL � SQUARE FOOTING SECTION A-A SECTION B-B � � a HINGED BOLLARD 8� BOULDERS PERMANENT BARRIER WOOD BOLLARD HINGED BOLLLARD � r/1 � vr NOTE: BOULDERS PROVIDED BY THE CITY OF RALEIGH a � z g BOLLARDS a 4 8'-0" CTR TO CTR �„ 1 z O.D. TOP RAI� NOTES: POST CAP 7'-7" FACE TO FACE 2„ 8' MAX. POST SPACING BA�� CAP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO EXISTING ENSURE CONSTRUCTION ENTRANCE IS USED. 3" O.D. GA�VANIZED STEE� END ROADWAY POST � , � � � � � �� � � � � 2 �" MESH GA�VANIZED STEE� � ��� 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD 5"SQ POST 10%z' 4 0D IS NOT REMOVED BYTHE VEHICLE TRAVELING OVERTHE CHAIN �INK FABRIC WITH B�ACK c n m � STONE, THEN THE TIRES OF THE VEHICLE MUST BE VINY� COATING �n � D ��-"� � � WASHED BEFORE ENTERING THE PUBLIC ROAD. p/� 54" �" O.D. GA�VANIZED STEE� �1���������� 1�1���� O V� ' "; � � ��z 1 X 5�211 1\f1I L L �� NOT YJSE FOR C�NS'P"IRYT�TIImN � � �:� m — �' �INE�INTERMEDIATE POST no m D , � m � 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON c � � 5 �" X 3" TENSION BANDS WITH � � � � ? T O T H E P U B L I C R O A D, T H E G O V E R N I N G A U T H O R I T Y W I L L 4 4 m �: ��z � � � ��".� � p CLEAN THEAREAAND INVOICETHE FINANCIALLY TENSION BAR AT ENDS AND m m RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL CORNERS m RESPONSIBILITYFORM. �, , , �, 0 16�' O.D. TRUSS ROD WITH � , � , ', 14%2' � TURNBUCK�E (@ EQUA� I ' START/STOP SECTION) DATE: NOVEMBER 23, 2011 PLAN ' ', ', ' , , ' 30" REVISIONS: � PosT cAP oPTioNS � � � � TIES 24" O.C. A�ONG TOP AND NO. DATE 25 OR FULL WIDTH NOTES: ' ' ' ' BOTTOM RAI� OF PROPOSED STREET NEW CONSTRUCTION = � � 1. FENCE TO BE MASTER HALCO THREE-RAIL RANCH STYLE ' ' ' ' TEN S 10 N W I R E OR ENTRANCE, EXISTING ROADWAY � , m � o a FENCE WITH NOMINAL 8'SECTION LENGTH � - - j WHICHEVER IS 35 MIN. 15 MIN. ,� � � GREATER. FOOTING WIDTH TO BE (2X) POST WIDTH. MINIMUM ��°o o I I I I I I � I I i i i , , , i i i- GROUND WIRE � � � � i �� ' PROJECT NO.: oa oo - oaoo 6" MIN. 000�� ' ' > ;;, ; ;` MIN DEPTH 30 . —i � �—� �— n �2�� � �� o . oaa000000a , � � n — � � -�j� m= 3,000 P.S.I. CONCRETE �OOTING (TYPICA�) I"19001 . 00 FABRIC UNDER STONE � ��_-^��� EARTH , '_'��_ SCALE: NTS CONSTRUCTION ENTRANCE M�N. 5 DETAIL FOR WHITE VINYL FENCE CHAIN LINK FENCE 6 7 ; � � �-� ,, Z � C� -` IMPERVIOUS DIKE: W � � � � � � z I - ' I ' THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHI w z � z - - � , ; , , � ; � � � , NG, INSTALLING, J ° � o g � - ,' '�; � - �� � , � ��� ,-%' � -'� �" , "� ;��. � ����. NG, AN � � � N ,� a MAINTAINI D REMOVING AN IMPERVIOUS DIKE FOR THE PURPOSE OF DIVERTING - --�� � ������ �� � NORMAL STREAM FLOW AROUND THE CONSTRUCTION SITE. THE CONTRACTOR SHALL � Q � � � I- =� -� I � � ' - � �_ , ���- � " �� CONSTRUCT AN IMPERVIOUS DIKE IN SUCH A MANNER APPROVED BY THE ENGINEER. I� � � � z � W _ _ - � _ � , . � / � � T�`4L ' _ , ` THE IMPERVIOUS DIKE SHALL NOT PERMIT SEEPAGE OF WATER INTO THE CONSTRUCTION O � � w ? ° � „ , � ;%� ,� � , Y , � N � J 01 _ ,�- ��� - � , ' � � SITE OR CONTRIBUTE TO SILTATION OF THE STREAM. THE IMPERVIOUS DIKE SHALL Q N � � �, o _ _ %� , �, - - \ � '� .,, ,� BE CONSTRUCTED OF AN ACCEPTABLE MATERIAL IN THE LOCATIONS NOTED ON THE � a N `� °' W � ��, � � -�� � � � PLANS OR AS DIRECTED BY THE ENGINEER. - , �, � . �, ' , ; � . �. �° � U ,� �� I-�'� �� �� ��'� %� IMPERVIOUS,CSIKE � ,,��� � � v � � � ��� PROPOSED CULVERT -' ' -�� ' 2 � � � � �'" �' , ''� ; � fnG �� G,� .. p �- - �- - __ �� ����� ��� ����� �� ��, � �� �� � � �� � � �� �� �� ACCEPTABLE MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO SHEET PILES, �� ��� � m � �� ���� ����������V`�� ���, ��. � -�'� „�� - � _ � _ -�� � �' � ,�j � : R� e I � a w �� � ����,, ����� ����������� , �� , ,, �� � � __ _______ ���� , , � �, SANDBAGS, AND/OR THE PLACEMENT OF AN ACCEPTABLE SIZE STONE LINED WITH � �, z � , , , � � �,�. ` � � �— — — — � —" — ` SAND BAGS � ,% ,�' -�------ � � G POLYPROPYLENE OR OTHER IMPERVIOUS FABRIC. � � � o � '`'� PUMI�ARC)UND � � � �� .�d�� ��s�`� �� �' � ' U > �.. � . , �. �,. _ �, � � � , , ;�� - � ' \ � , � ., _ � , . _ � � , _ � '\ ` � . � � , �: �' . ��•, �, , � � ;, , , / � �\ / � ,\, , ; O CONSTRUCT AN IMPERVIOUS DIKE WHEN IT IS , �, . �� � �, � � . . , , � ��� `�� ���`� � � � ° � � �� � I N D I RECT CONTACT W ITH TH E STREAM , _ �� _ � �_ � ;; , � -� �; .�. � . ;. � �. . . � � . _ _ . ���, � � � . I � � , _ - — '� ,, ;�� ��---- , , , � , _ ' ,.� � �, � - �,� � ,: _ ., , . ��; �- � � _ , ,- ,� �,�, ., , � � ; �;,-�, ���� - ; ,, , ���� � � ,� � �. �� ,� ,- �� , �, � � �; , ��. ���, �,;;�;,� �� ��� �� ��� �� �� - ;� �' - � � � ,,-- ���� �, , �� � �� ��,, o � ; �, ,-- � � � �� � � �� NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATION MAINTENANCE � � � ; , , � ��'���'�.,� �� �� � -����� � -�,� ����' " � �`�� � ������� � � �� � �� AND REMOVAL OF IMPERVIOUS DIKE S AND RELATED WORK AS DESCRIBED IN THIS ���� �\ � -��'� -- � =�-'� � � - _ ������ � �� � � ) _ _, �, � � , �' W �� �� �� V � �, �� � � �� � � � � � � S PAY �� - � ' PROVISION. PAYMENT FOR SUCH WORK SHALL BEDISTRIBUTED AMONG THE VARIOU � , ,- , , . �_ __ _, , , , . � � '� �, ; � , �, - - � � ,� , ,. �. . J . , �. -_ �� = , , � ITEMS. , �, �� �� �� __� � , � �� �, , , _ ,, �_ , ,-,_ � , � �� �� ��� '—' oC � , ��� _,__ ,,, , . SLOPE DRAIN � '�., �� ��,,�, � . . _ , � � ' = '� ='�%" %� � - - - ` � �� � � W . �� � �� i �������, � �,, ; ; /- , � , j � ��o �_ ,^ � V/ - - — '�,, � � � � - � �' � �. � �=� � ' �� � �_— — —�— — — — � �� � TEMPORARY SEDI MENTATION BA ( ) ; �� GS : � � , � /� 15 X 10 TEMPORARY ' , ;�� �� . innPERVious �iKE ' �� , \ sE�innENTaTioN BAC THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING, PLACING, AND � z , �� � ��� , , � � , � � ���� ��� �� ��� � ������� '�� ����> ����� REMOVING A TEMPORARY SEDIMENTATION BAG(S) AS DIRECTED BY THE ENGINEER. W O THE TEMPORARY SEDIMENTATION BAG S SHALL BE USED TO FILTER PUMPED WATER w ' \ PUMP TO SEDIMENTATION BAG ' � � \ ` DURING THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND/OR CULVERT OR _ . � � � �����___ ; � � � � �� ��__, � _ � �, � � <�� � � PIPE CONSTRUCTION. Q � �, , , . � � �, � , �; ��� ����� � , �� � U ��� � ,- � Q �� �. � , , \ =' � � � \ THE FILTER FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 1056 FOR TYPE 2 � ` , � , . � � � � �� � � - � FABRIC. . , � � oC �`�� �� ������ � � ����������� � ��� �� w - � � ��� SEDIMENT CONTROL STONE SHALL MEET THE REQUIREMENTS OF SECTION 1005 AND � � � ��� �� ��� SHALL BE CLEAN OF DIRT AND DEBRIS. INSTALL STONE ACCORDING TO THE DETAIL �� �� SHOWN ON THE PLANS. J O Q = THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A WATER PERMEABLE FABRIC BAG � �j TEMPORARYSEDIMENTATION BAG SLOPE DRAIN INLET THAT TRAPS SAND, SILT, AND FINES AS SEDIMENT LADEN WATER IS PUMPED INTO W IT. THIS DEVICE SHALL BE CONSTRUCTED SUCH THAT IT IS PORTABLE AND CAN BE z EXISTING TERRAIN USED ADJACENT TO THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND/OR �`� STREAM BANK CULVERT OR PIPE CONSTRUCTION. �_� � ,� t . � INIMUM �, � . ; �� ��� � � �, O RY � ��� �� �� � �; .- � � , , . �, ,�v, � � . r � � � � �� � . � �,�.._ SIZE OF 10' X 15' MADE FROM A NONWOVEN FABRIC. IT SHALL HAVE A SEWN-I N 8 `� _ � � � 8"OF SEDIMENT CONTROL STONE, CLASS A J � O N ��' � FILTER FABRIC IN. (MAXIMUM) SPOUT FOR RECEIVING PUMP DISCHARGE. THE BAG SEAMS SHALL BE � N �, ,� � o 15.0�To Zo.o� SEWN WITH A DOUBLE NEEDLE MACHINE USING A HIGH STRENGTH THREAD. THE SEAMS � Z � � � � Q SHALL HAVE A MINIMUM WIDE WIDTH STRENGTH AS FOLLOWS: � � _° ° � o � Q � Z � � wrn � � � NOTE: PROVIDE STABILIZED OUTLETTO STREAMBANK TEST METHOD MINIMUM SPECIFICATIONS °� N = a � � � � W vcn � H � � ASTM D-4884 60 LB/I N ° � � a THE FABRIC USED TO CONSTRUCT THE BAG SHALL BE STABILIZED TO PROVIDE � � � a EARTH BERM DITCH BLOCK RESISTANCE TO ULTRA-VIOLET DEGRADATION AND MEET THE FOLLOWING Z SPECIFICATIONS FOR FLOW RATES, STRENGTH, AND PERMEABILITY: g SLOPE DRAIN INLET PROPERTY TEST METHOD UNITS MIN. SPECIFICATIONS SPECIFICATIONS WEIGHT ASTM D-3776 OZ/YD 8.0 GRAB TENSILE ASTM D-4632 LB 200.0 PUNCTURE ASTM D-4833 LB 130.0 STILLING BASIN LOCATION FLOW RATE ASTM D-4491 GAL/MIN/SF 80.0 SLOPE DRAIN PERMITTIVITY ASTM D-4991 1/SEC 1 .2 TEMP. SHOULDER DITCH ^ `� UV RESISTANCE ASTM D-4355 % 70.0 THE CONTRACTOR SHALL INSTALL THE TEMPORARY SEDIMENTATION BAG IN ACCORDANCE WITH THE DETAILS IN THE PLANS AND AT LOCATIONS AS DIRECTED BY THE ENGINEER. ����������� ����� �� NOT YJSE FOR C�NS'P"IRYT�TIImN THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE PLACED SO THE INCOMING WATER FLOWS INTO AND THROUGH THE BAG WITHOUT CAUSING EROSION. THE NECK OR SPOUT OF THE BAG SHALL BE TIED OFF TIGHTLY TO STOP THE WATER FROM FLOWING OUT OF THE BAG WITHOUT GOING THROUGH THE WALLS. TOE OF DRAINAGE DRAW THE TEMPORARY SEDIMENTATION BAG S SHALL BE REPLACED AND DISPOSED OF WHEN � � DATE: NOVEMBER 23, 2011 TOP OF BANK ��°°�oo IT IS 3/4 FULL OF SEDIMENT OR WHEN IT IS IMPRACTICAL FOR THE BAG TO FILTER REVISIONS: °�°�°°°�°� THE SEDIMENT OUT AT A REASONABLE FLOW RATE. PRIOR APPROVAL FROM THE No. DATE o �� ao�� �°°��� ENGINEER MUST BE RECEIVED BEFORE REMOVAL AND REPLACEMENT. ao TEMP. EARTH SHOULDER BERM °oS� THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SUFFICIENT QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING SAND BAGS THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND/OR CULVERT OR PIPE PROJECT NO.: CONSTRUCTION. H 9 O O 1 . O O STILLING BASINS WILL BE MEASURED AND PAID FOR PER EACH. THIS PAYMENT WILL BE FULL COMPENSATION FOR ALL WORK COVERED BY THIS PROVISION, INCLUDING BUT SCALE: NTS DETAIL FOR CULVERT CONSTRUCTION AT WET STREAMS AND DITCHES NOT LIMITED TO, FURNISHING ALL MATERIALS, PLACING AND MAINTAINING THE 1 TEMPORARY SEDIMENTATION BAG(S), AND REMOVAL AND DISPOSAL OF SILT ACCUMULATIONS AND BAG. = H `/ � w i--i � z W z cn z o ,� � � � o g � � U Q N ^ Q W 2 U 00 � � � � ,� z � W OoZS � � 2 n � Y �?.� w w � C7 . � a N j J � o a c� cn �a rn Z � Practace Stanrlrrrds cand S'peci�'acaPions o Pra�fce Stanclards and Speei�'icatdotts ~ � U � � U �� �� � Tabie 6.�Oa See�irag rraixture 'fa�le 6,10b Seeeling rnixfure Tab9e 6.10c Seeding at�i�ure °Tabie 6.11k Seeding mixta�re C,�� ��� � o�o Temporary See��ng Speci�s Rate(9blacrej �emporary�eedang Species Rate(I�/acre) Ternp�rary�eedong �pecie� ��@e(lbfacrey Seeding Ido.°IP for:Steep Species' Rate(9bJacre) � � � � J Recorr'rtie�c9atsons for Late Rye(grain) 72p Recornrn�rsc[ations for German millet 40 Reco�nrraenda#ions for Fali Rye(grain) 120 �lopes or Poor Soils, Low Tall fescue 100 � Z U YOlinter arocl Early Spr��g Annual lespedeza(Kobe in Saarrsrne� 9lAai�a4enance Sericea lespedeza 30 yy � �`� O � Piedmont ar�d Coasta9 Plain, In the Piedrnont and 9�ountains,a scnall-sterrimed Sudangrass may be Seec6ing dates Kobe lespedeza 10 `?s� a11�� Korean in Mountaira�) 50 substituted at a rate of 50 lb/acre. fViountaires—Aug. 95-Dec. 15 Coastal Plain and Psedmont—Aug.15-Dec.30 Seedir�g notes �eeding da�es 1.3�Eastern Piedmont,add 25 Ib/acre Pensacola�ahiagrass or 10 Ib/ Omit annual lespedeza when duration ofi temporary cover is no# io Mountains-9VIay 15-Aug. 15 Sool aar�e�adrnents acre common Bermudagrass. Use common Bermudagrass only where e�end beyond June. Fiedmoerfi—a��y i �,�ug.'i5 Follow soil tests or apply 2,000 Ib/acre ground agricu9tura6 limestone it is unlikely to become a pest. �eedeng date� Coastai Plain—Apr. 15-Aug. 16 a�d 1,000 Ib/acre 10-10-10 fertilizer. 2.After A�ag.15,use aanscarified sericea seed. 4Vlounta�ras—Abave 2500 feet:Feb. 15-h�lay 15 3.Wheee a neat appearance is des9red,omat sericea ar�d substiflute 40 � So�!arneradrnents �BuOch Ib/acre�ahiagrass oe 15 lb/acre Sermudagrass. Selow 2500 feet:Feb. 1-IVlay 1 Follow recornmendatoo�s of soil tests or apply 2,000 Ib/acre ground App9y 4,000 Ib/aere strawr.Arechorstraw by tacking with asphalt,raetting, Poedrriont—Jan. 1 -May 1 4. To extend spring seeding dates into June, add 15 Eb/acre hulled Coastal Plain—Dec. 1 -Apr. 15 agrecultural�imestone and 750 9b/acre 10-10-10 feotilize�. or a mulch anchoring tool. A disk with blades set nearly straight can be �ermudagrass. However,it is preferable to seed temporary cover arad � used as a mulch anchoring tool. seed fescue in Sept. > hflulch Soil amenciments Apply 4,000 Ib/acre straw.Anchor straw bytacking with asphalt,netting, 1Vlair�tenao�ce I�I Foilow recommendations of soil tests or apply 2,000 9b/acre ground 1�9urse plartts � agricultural limestone and 750 Ib/acre 10-10-10 fertilizer. or a mulch anchoring tool. A disk with blades set nearly straight can be Repair and refertilize damaged areas immediately. Topdress with 50 Between �ay 1 and Aug. 15, add 10 Ib/acre German millet or 15 Ib/ ~' used as a mulch anchoring tool. Ib/acre of nitrogen in March. If it is necessary to e�ent temporary acre Sudangrass. Prior tp May 1 or after Aug. 15,add 40 Ib/acre rye IVlulch cover beyond Jvne 15,overseed with 50 Ib/acre Kobe(Piedmont and {grain). W Appiy4,0001b/acrestraw.Anchorstrawbytackingwithasphalt,nettang, AAaintenance Coastal Plain) or Korean (Mountains) lespedeza 'sn late February o� or a mulch anchorong tool. A disk with blades set nearly straight can be Refertilize if growth is not fully adequate. Reseed,eefertilize and mulch eariy March. (/'� immediately following erosion or other damage. Seeding dates � �� usad as a mulch anchoring tool. AAaintenance Best Possible Refertilize if grovvth is not ful9y adequate. Reseed,refertilize and mulch Fall: Aug.25-Sept. 15 Aug.20-Oct.25 W immediately following erosion or other damage. Late Winter: Feb. 15-Mar.21 Feb. 1 -Apr. 15 � z Fall is best for tali fescue,and lespedezas in late winter. Overseeding w O of Kobe iespedeza over fall-seeded tall fescue is very effective. Use � unhulled Bermudagrass seed in fall. � Soil amenclrn�n4s � Q Apply lime and fertilizer according to soil tests or apply 4,000 9b/acre ground agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer. ( l � Mu9Ch v Apply 4,000-5,000 Ib/acre grain straw or equivalent cover of another � O suifable mulching ma�erial. Anchor rriulch by tacking with asphalt, � roving,oP netting. Netting is the preferred anchoring met�od on steep � slopes. DAaor�tenaa�ce � I••I••I Ref�rtilize in the seco�d year unless growth as fe�lly adeqa�ate. IVlay be � mowed once or twice a year, but mowing is not necessary. Reseed, J O fertilize,and mu9ch darv3aged areas immedia4ely. � � 'Refer to Appendix 8.02 for botanical raames. � � W z 6.10.4 6.10.5 6.10a6 6.11,19 . � � � � � 0 1'ractice�Stantdatds and�peci,�ictations � PraacPice Stasatlards a�ad SpecaficcePions J � � � > N �°n � �o H V � � � � Z V TaBsle 6.°!�I Seedireg eroBxture 1°�ble 6.11m Seeding rnixture Tabs�6.1°In �eeding rr��xtur� °�able 6.110 Seeding rraixdure � °� = M c°n° a3i O Seederog No.2P for:Ger�49e Species' R��e(lb/acre) Seedirtg �90.3�for: Gentle Species' Rate(Ib/acr�) Seeding 6Vo.4��or:Gentle Specoes' Ra4e(Ib/acre) S�edoreg PJo.5P for: Species' Rate(9b/ac�e) � � w Qi oi ? � � Slopes,Av�rage Soii; Low Tall#escue 80 Slopes,Soiss uvith e4ver�ge Blend of two turf-type tall Slopes,Soils Sorrtttewhat Blend of 50%KY-31 tall fescue Grass-lined Chan�el� Tall fescue 200(4-5 Ib/1,000 ft2) } � — � � � � Nlairstenance Sericea lespedeza 20 or�etter nAoisture fescues(90%)and two or VU��-rrder�r Droer than 3P,or and 50°/a mixture of two or m v cn � H � � � w Kobe lespedeza 10 Retention, more amproved 6Sentucky vuith PhysocaE L.aaaaitat0o�s; more turf-type tall fescues 200-250 ���s������� � Cooler Sites; 0i�gh bluegrass varieties(10%) 200-250 �i����e�������� �r Between May 1 and Aug. 15,add 15 Ib/acre Sudangrass or 15 ib/acre � � Seeding rto4es Bl�nd of three or a�nore turf-t e German millet. Prior to May 1 or after Aug. 15, add 40 Iblacre rye NIa1r�teroance Yp Q � 1.AfterAug. 15,use unscarified sericea seed. �e�������t�� ta�l fescues 200-250 (grain). �a 2.Where peroodic mowing is planned or a neat appearance is d�sired, S�edin date� � omit sericea and increase Kobe lespedeza to 40 Ib/acre. � a ���� ����a�l� Seeding dates Best:Aug.25�Oct. 3. To extend spring seeding dates into June, add 95 Ib/acee hulled cn �errrasadagrass. However, after rnid-Apr. it is preferabie to seed FaIB: Aug.25-�ep#. 15 Aa�g.20-Oct.25 Possible:Feb.-Apr. 15 Z ternporary cover. Wirater: — Feb. 1 -Mae.31 ���fr PosslF�ie g Fal9: Aug.25-Sept.15 Aug.20-Oct.2� Avoad seed�ng frorn Nov.to Jan. Gfi seeding must be dorae at this time, a Nurse gslattts �or quality turf, avoid spring seeding. Where grading as comp9eted Winter: — Feb. 1 -Mar.31 add 40 Ib/acre rye grain and use a channel lining that offers maxiPnum Between May 1 and Aug. 15, add 10 Ib/acre Ger�nan �nillet or 15 Ib/ during late winter or spring, an altemative is to seed 30 Ib/acre Kobe protection. acre Sudangrass. Prior to May 1 or after Aug. 15, add 40!b/acre rye lespedeza, keep mowed, prepare seedbed, and seed a perrmaneni For quality turf, avoid spring seeding. Where grading is compieted (grain), mixture in early fall. during late winter or spring, an alternative is to seed 30 Ib/acr� Kobe Sool a►nendenents lespedeza, keep rnowed, prepare seedbed, and seed per�nanent Apply lime and fertilizer according to soil tests,or apply 4,000 Ib/acre �oil�mendment� m�cture between Au 25 and Se t 15. ground agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizee. �����������5 A I lime and fertiiizer accordin to soil tests,or a I 4,000 Ib/acre 9� p� O erate tilla e e ui ment across the waterwa . PP Y 9 PP Y p 9 G p Y �es4 Possible ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. Soii arnettC9rroents Apply lime and fertilizer according to soll fests or appiy 4,000 Ib/acre ��0�� Fall: Aaag.25-Sept.15 Aug.20-Oct.25 Mulch ground agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer. Use a rol9ed erosion control product to cover the bottom of channels Late Winter: Feb. 15-BNar.21 Feb. 1 -Apr. 15 Apply 4,000 Ib/acre small grain straw or equivalent cover of another and ditches,and staple securely. The lining should extend above the suitable mulch. Anchor straw by tacking with asphalt,netting,roving,or DAulch highest calculated depth of flow. On channel side slopes above this Fall is best for tall fescue and late winter for lespedezas. Overseeding by crimping with a mulch anchoring tool. A disk with blades set nearly Apply 4,000 Ib/acre grain s4raw or equivalent cover of another suitable height, and in drainages not requiring temporary linings, apply 4,000 of Kobe lespedeza over fall-seeded tall fescue is very effective. straight can be used as a mulch anchoring tool. mulch. Anchor straw by tacking with asphalt, roving, netting, or by Ib/acre grain straw,and anchor straw by stapling netting over the top. crimping with a muich anchoring too9. A disk with blades set nearly Soil amendmen�s Maintenaroce straight can be used as a mulch anchoring tool. Mulch and anchoring materials must not be allowed to wash down Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre Fertilize according to soil tests or apply 40 Ib/acre nitrogen in Jan.or slopes where they can clog drainage devices. ground agricultural limestone and 1,Q00 ib/acre 10-10-10 fertilizer. Feb.,40 Ib in Sept.,and 40 Ib in Nov.,from a 12-4-8,16-4-8, or similar ���������►C� NAaintertanGe turF fertilizer. Avoid fertilizer applications during warm weather,as this Fertilize according to soil tests or apply 40 Ib/acre raitrogen in Jan. or A�ulch increases stand losses to disease. Mow to a height of 2.5-3.5 inches Feb.,40 Ib in Sept.,and 40 Ib in Nov.,from a 12-4-8, 16-4-8,or similar Inspect and repair mulch frequently. RefertiGze in late winter of the ,4pply 4,000 Ib/acre grain straw or equivalent cover of another suitab9e as needed. Reseed,fertilize,and mulch damaged areas immediately. turf fertilizer. Avoid fsrtilizer applications during warm weather, as following year; use soil tests or apply 150 Ib/acre 10-10-10. Mow ][D][�]�][,����T�]Eg� ]�][a�l@T� mulch. Anchor straw by tacking with asphalt, netting, or roving or by thes increases stand losses to disease. Reseed, fertilize, and rnulch regularly 4o a height of 2-4 inches. �m NoT u�sE FoR c�NS�ua��rnmN crimping with a mulch anchoring tool. A disk with blades set nearly damaged areas irramediately. Mow to a height of 2.5-3.5 inches as straight can be used as a mulcE�anchorirag tool. 'Refer to Appendix 8.02 for botanical names. needed. 'Refer to Appendix 8.02 for botanical names. I�iaintenance Refertilize in the second year unless growth is fu11y adequate. May be 'Refer to Appendix 8.02#or botanical nam�s. mowed once or twice a year, but mowing is not necessary. Reseed, fertilize,and�nulch damaged areas immediately. 'Refer to Flppendix 8.02 for botanical names. DATE: NOVEMBER 23, 2011 REVISIONS: NO. DATE 611.20 6.11.21 S.1i.22 6.11.23 PROJECT NO.: H9001 . 00 SCALE: CHARTS FROM NCDENR PRACTICE STANDARDS AND SPECIFICATIONS ( REV 6/06) LIST OF PIPES ENDWALLS ETC . FOR PIPES 54" & UNDER � � W , , � � Z PRECAST � ^ ABBREVIATIONS W p � z ENDWALLS w a m -°��. ,� J H � '� o a Z WQW � J � � �J � � N Q z O HDPE PER EACH �Z � � = X } C.B. CATCH BASIN ���L U Q v � � O H CLASS III R.C. PIPE BITUMINOUS COATED C.S. PIPE TYPE B � � FRAME, GRATES w = z N z STATION � � Q DOUBLE WALL ~� U � ``� AND HOOD V N.D.I. NARROW DROP INLET LL � H �' '�;� W (UNLESS NOTED OTHERWISE) (UNLESS NOTED OTHERWISE) Z � � o V Q W SMOOTH INTERIOR Q� � � �- � ozf � � = n � � � J �� � � - + N STANDARD 840.03 N � � � D.I. DROP INLET O w O O z J W Q PIPE �O� � ZQ o �o o ° o Y �' Hw00 � � w � w � U � p � � � � � � � G.D.I. GRATED DROP INLET a N � � � O � � > W j � * � � p � o o °�°� o G.D.I. (N.S.) GRATED DROP INLET � a `� � � °' iz � H W � z U " ,� .-. " � ~ � � cn cn m y (NARROW SLOT) �"� cn z V w z w � ^ - - � - LIN. FT. � � � � SIZE O � a - � a 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 54" N � M � � � � � � H � W J.B. JUNCTION BOX U Y � � Q O w c� w U p m O > 9 U � � O Q w � J J Q J � � A B � W � J � p M.H. MANHOLE d � ¢ cn � W � cn � Q � c� � � r a � c� W - � ��� �o� cn O � � � p � ? � � > °• a o � w ° � T.B.D.I. TRAFFIC BEARING DROP INLET e I � � m � T.B.J.B. TRAFFIC BEARING JUNCTION BOX U THICKNESS a v o � � N �+,+ � J � Z .� � � fn o O O W � W W H � � H J OR GAUGE � � o o °• � a°o. " ° mQ °D W u�j x � � z O � � � � rn rn rn rn ao I �� O � p c� m c o c o ti r� o o a o � c� ° a o V � 0 p TYPE OF GRATE � � � �++ '�� 4 U > O O O O O O � � p�p OMD � M 0�0 Q � Z ~ V � � � � � S� �� . . . . . . . . � ao W = Q � Z - - � Z 2 � � � � � ~ o m � o o U � � REMARKS c~n � � � � a ��ci ° U E F G V 95+08-WB- 1 161.90 161.10 44 2 DUAL HDPE � 106+35-WB- 2 165.00 162.50 64 DUAL HDPE W J > � � TOTAL 44 64 2 �..�..� � � � W z w o w � � o U Q � o � °C z W � J O Q = > � w z Parcel No. Owner Name Plansheet No. � 1 BROWN, WI�LIAM J JR 4 DB 2966, PG 0313 1722874774 Pending 15.670 � 2 BROWN, WI�LIAM J JR 4, 5 DB 13856, PG 2383 1722779064 NiA 32.666 � � � � � 4 BROWN, WILLIAM J JR 4, 5 DB 2966, PG 0313 1722970983 Pending 3.553 � N � � � � W (� r� �` � � � 3 BROWN, ROBERT H 4, 5, 6 DB 2966, PG 0315 1722985086 Pending 25.847 } � =M M � o 5 BROWN, WILLIAM J BROWN, ROBERT HOWARD 6 DB 167, PG E 1732071808 Pending 10.061 a � � °' �' ' � � � w � � � N � Q � � � 6 BROWN, WILLIAM J BROWN, ROBERT H 6, 7 BM 1998, PG 1599 1732085040 N/A 9.659 0 � � � � � � W 7 BROWN, WILLIAM J BROWN, ROBERT HOWARD 7 DB 2966, PG 0313 1732184069 Pending 14.807 Q � 8 WALNUT RIDGE HOMEOWNERS ASSOC INC 8 DB 7488, PG 617 1732280344 Pending 3.349 w � a � 9 BROWN, WI�LIAM J JR BROWN, ROBERT H 8, 9 DB 6742, PG 31 1732289450 Pending 18.958 � 10 WALNUT RIDGE HOMEOWNERS RSSOC INC 8 DB 7279, PG 745 1732284890 Pending 1 .973 Z g 11 FIELDCROSS AT EAGLECHASE HOMEOWNERS RSSOCIATION INC 8 DB 4265, PG 677 1732299043 Pending 6.141 a 12 BENSON, C ALFRED BENSON, GLORIA J 9 DB 4651 , PG 242 1732382859 Pending 0.449 13 TOWNES, ERIC L 9 DB 12325, PG 386 1732383881 Pending 0.990 14 RALEIGH CITY OF 9 DB 1988, PG 207 1732385548 NIA 3.170 15 VINEYARDS HOMEOWNERS ASSOCIATION 9 DB 7650, PG 881 1732395138 Pending 1 .449 16 RALEIGH CITY OF 9, 10 DB 4602, PG 273 1732480863 N/A 24.824 17 RIVERKNO�L HOMEOWNERS ASSOCIATION 10 DB 4602, PG 279 1732491328 Pending 3.696 18 RIVERKNO�L ASSOCIATES 10 DB 03492, PG 757 1732493368 Pending 3.040 19 H J MORRIS GONST INC 10 DB 6846, PG 1030 1732488459 N/R 11 .340 20 MARTIN, CHAR�ES EUGENE & BARBARA P 10, 11 DB 7200, PG 610 1732592042 Pending 15.561 21 JEFFREYS, R J 111 & CHRISTY D 11 DB 6178, PG 405 1732584766 Pending 17.401 ����,������;� ��,��� 22 ALMUS J JEFFREYS JR 11 DB 325, PG E 1732587444 Pending 15.866 �� N�T �SE F�R ��NS����TII�N 23 AJ JEFFREYS JR 11 DB 1137, PG 0531 1732680665 Pending 30.042 24 WOODARD, LEAMON HEIRS 11 , 12 DB 13436, PG 820 1732780525 Pending 88.923 25 RB & E�AINE K HOPKINS 12, 13 DB 2038, PG 311 1732787516 Pending 14.247 26 CITY OF RALEIGH 13 DB 2297, PG 255 1732779522 N/R 12.442 27 KAGAWA LLC 13, 14 DB 11131 , PG 752 1732877886 DB 14393, PG 1241 18.328 DATE: NOVEMBER 23, zoii 28 HAMM, CARO�YN W 6 DB 12060, PG 0877 1732088070 Pending 0.182 REVISIONS: 29 HUNTER, NICOLE 6 DB 10541 , PG 2446 1732089042 Pending 0.199 No. DATE 30 GREEN, LORRAINE & EMILY 6 DB 12426, PG 1705 1732089088 Pending 0.197 31 BAZEMORE, JUNE I 6 DB 07486, PG 0548 1732180097 Pending 0.212 32 JOHNSON, E�IZABETH ANN 6 DB 8356, PG 1512 1732182117 Pending 0.172 33 ANZORA, HECTOR & ELENA CLAUDIA 6 DB 11423, PG 201 1732182243 Pending 0.182 PROJECT NO.: 34 ELLEBY, CHRISTOPHER & ANNTIONETTE 6 DB 10593, PG 1053 1732182350 Pending 0.169 I..I(�o01 . 00 SCALE: NTS = H `/ � w i--i � z W z cn z o ,� � � � o g � � U Q N ^ Q W 2 U 00 � � � � ,� z � W LIST OF SIGNAGE ALONG TRAIL o � ww � ° � � � � Y � w , � � N � J � d N (n � 01 O Z TYPE OF SIGNS U � SU M MARY O F EART H WO RK SIGNAGE SYMBOL A B C D E F G H I J K L M N P Q R S T U V W X 9 � IN CUBIC YARDS ���� ����� � � d o a � � � � � z � UNCLASSIFIED o w V Y � � � � w p Z z pQ w � b��� I ����� O � LOCATION UNDERCUT EMBT+/o BORROW WASTE � EXCAVATION � Z � w Y � � � Y � C� W U g COMMENTS � STATION Z � a � � � W w z� J cn � Q z J J W a � � U Q W = W � a = V � � W W Q c~i� o � � W � � � a U � U cai� 2 z � � � Z Z � � U � 2 0 O Z � � a I.J.J WB 11+00 LT 8.5 1 � I-�-I �I � WB 11+00 RT 8.5 � W7-5 WB 12+50 RT 8.5 1 W WB 14+20 LT 8.5 1 W7-5 � � Wg 20+25 RT 8.5 � S NEW HOPE ROAD � z WB 22+10 LT 8.5 1 S NEW HOPE ROAD w O WB 56+60 RT/LT 8.5 2 W1-2L � � WB 59+80 RT/LT 8.5 2 W1-2R � Q WB 118+80 RT 8.5 1 W7-5 � Q WB � O 125+35 LT 8.5 1 W 1-2 R � W B 125+35 RT 8.5 � W 1-2 R � W WB 127+65 RT 8.5 1 BARWELL ROAD � � J O WB 128+40 LT 8.5 � BARWELL ROAD � _ WB RT 8.5 � W1-2L \� � WB LT 8.5 1 1 W1-2L,W7-5 (SAME POST) � W WB RT 8.5 1 - z WB 8.5 1 WB �� � � � WB RT 8.5 � Y1 � Noc•i �o � � � � � Y1 RT � z o o � ci W °o =o°o a°o 3 Y1 8.5 � � w � � � g � aw — Qioi v� .. � — � rno� °o vc=i� � H � � � w � w � � a w r/1 a � V J TYPE E MILE LOCATIONS TO BE DET. Z MILE MARKERS IN FIELD (% MILE INTERVALS) g SPEED LIMIT TYPE P LOCATIONS TO BE DET. a IN FIELD (/z MILE INTERVALS) TYPE H 2 TYPE H LOCATIONS TO BE DET. IN FIELD SUBTOTAL SIGNAGE SYMBOL A B C D E F G H I J K L M N P Q R S T U V W X w�E��x.��ewrmr.,,�ox WyNEUSE� NEUSE RNER R i� TRAIL z3x,45 l�lE�lElL�1����11E�� 1�1L��� I,s�c"I .............. 'nsegt �� NOT YJSE FOR C�NS'P"IRYT�TIImN ���� ��,.,���i��� R U�e S �� �'&�Pi���� sub�'moted ���G��Y STOP NEUSE RIVER TRAIL NEUSE RIVER TRAIL �u1eS Pn�e` .... ° ��enAre woY a Rl-1 � 18"X 18" R7-1 30"X 30" (VEHICULAR) 12"X 18" SIGN A SIGN B SIGN C SIGN D SIGN F SIGN I DATE: NOVEMBER 23, 2011 REVISIONS: """'� SPEED NO. DATE ' NeuseRiverTrail ��M�T Hours of Operetion: � Dawn to Dusk yy�_5 �—� ia��x ia�� vn-s� �-5R 12"X 18„ WI-2R WI-SL 18"X 18" 18"X 18•• SIGN J SIGN K SIGN L SIGN M SIGN P PROJECT NO.: H9001 . 00 SCALE: NTS = H 1� � �, � o � 0 0 0 � � � � ��� � � � W �°�� � � ����� � ���� ���,� � ���,� � ° � � g � � �[��� �� � �[��]���� W � ° � � �� � � � �� �� � � �� � �� � �� � ������ � � Q � � � �[�� �,� � � � � �� � ��� o ,� � � ,� z � W , � � O asw � � o � 0 0 99 4 � � 1 aN � � �' o � ����� � � � �, � � ��, �� � �� ���� C�� � ����� � ����a s ���� � �4 � � � � � �, w � �,������� o v � �����v���� �,��� N � 0 ���� ���� � � � �� a W ��� ��� x ��� x � �� �� 1�������� E � � � o � � � � > U � � 5�� ��, �ll������ 7C� 7C�� �� � � �99 ��][� � ���� ��� °"'� � � 99 �ir�� �/ ����oJ � / �s °��1�� ������ �C���� E 4 " �c W � X ��� �� ��]�7�°��� � � � �ir���o � ���,� ~ � � / 4 „ u.., � 4 0 � � 4 IV���� 1V���� � � � � �� 7 1V��� � 1V���� �� w 3D 3D � � Z �o�.a � a � � ������� � outs � � � > LJ,J W � C �� 4�� � ��� � � �� �' -1�-� ������� � � 5����, ����� � �� ��� �� U � 0 Q °��1�� ������ �C�� �� 4 �� � � � � � 3 � oC � w 99 99 99 99 � � � "��1� � � x � � �� x � /� � ����� J O �������� °��1� � � ��� "� �� Q 2 „ N � � 1g W E z U � � S � � � � J � U � � N Ln lN �O W (� r� �` � � � H Z ao ao � V S �J[��� �[ ��� �� ���v��,�� � � � _� M � o � � w � � N � � 3D �o�,oso � — � � � m � � � � � � � w 0 ��� ��' � �'� � � �� �� -1�-� ������� Q � ��� ��, ����� � °�� "��� �� a C� � � 7C�1�� ������ ����� 3 g 99 99 99 99 � � ���� � X � X �� X � /� 4 ������ -�-� ������� °��1�� 1 g �� ���� � � � � ����c��,� � �°��� � � o o a � oo , 0 0 0 �o� o 0 00 0 ° o 0 o �o 00 o ° o ����������� ����� � �� NOT YJSE FOR C�NS'P"IRYT�TII�N � OO O O � � O � O O O O OO � O O O I O� O 0 O O O �O O � � O �9 9 � �9 9 � � �� 9 9 � � � �� � � � � � � � D o O 0 � � � DATE: NOVEMBER 23, 2011 ��1��]�7C�L1�� ��� ��, ����� � �� a � O O � � REVISIONS: � ��,�,�� �� �Cl��� �ir7����� �C���c�L� � o 00 � O � � � O � � O 0 O NO. DATE O � � O � � � o 000 O°� � � /�99 � � 99 ]���j�� �IIT����� ° � � � PROJECT NO.: � o � � O �� ������ ° � H9001 . 00 c�������.� l� � `�� o �����l� C� �°���C��� �l� � ��� ��� � � SCALE: NTS � �[�� � �[ ���� � � � c��,� � � g �[�� � �[ ����� � � c� �,�� � 3D �o�,oso 3D �o�,asa = H `/ � w i--i � z W z cn z o ,� � � � o g � � U Q N ^ Q W 2 U 00 � � � � ,� z � W OoZS � � 2 n � Y �?.� w w � C7 � aN � J �' o a c� cn �a rn Z H w U `� Y � U O ���� ��°� � � � I �� H w � � � �� O ; bds� ��� � �..�..� J > � � w � � � w NOTE: z SIGN SHALL BE 18"X 18" FOR TRAIL w APPLICATIONS. � O I..I� � MOUNT SIGN TO POST TO NCDOT SPECS. ALL Q HARDWARE TO BE GALVANIZED AND FILED TO ( � � STOP PREVENT THEFT/REMOVAL `� MOUNT SIGN TO POST TO NCDOT SPECS. 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REVISIONS: 160 160 NO. DATE 150 150 PROJECT NO.: H9001 . 00 140 140 SCALE: 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 FOR BOARDWALK DETAILS, s� _ � SEE SB SHEET SERIES � DETAIL 1 � � Z � CUT DITCH w z cn z � O (Not to Scale) J � � O g h � Front �--'� a w lp a 0 Ditch � � W � N Q � Natural 3 3�o,�e< Slope � � n � Ground •I p F\ ��' z w = U 00 � ~• � d � � � ,� z � W � -{� Min. D= 1 Ft. 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HOMEOWNERS .�' � .� ��.. ~ �. �'�.�.. `� ASSOCIAT ION,iNC. �'' ' �•-�� W >-�- x�...x �..�.�. � �.. � � x�....� �...x�..x DB 7488,PG 6/7 $ j . ``~� . e�M- � � }.., w�...x BM 1997,PG 449 l �`" z - � x`"...x_ x.�...x.�.PIN 1732280344 �, ..,, w�...x._ .. ,� _ � ��-~ , �� � .,� �' m.... �...m_...m _.. � _...m �.. _...m _.�.. ., � �` �� '� �` � _ ,�. �� `� �- t, , t, ,� � �`� ''�� ���� ��� �`���. �� `�.. ,,� � ��� �� 9 � _ .. � 1`ti,� �� , `, - .."` "-a�M� ____ __.- j � � � ,1 =` w " --- �" � � 1..1� � �f �, �� �`.,� `" '-- -- -"" --- `"" � � coi � f �� N/F j N � ,N c o i ��. �. : ; _..> ,., ! _,. . � WILLIAM J.BROWN. _._ �.._- W _. _. ; ; _. '_ JR.& ROBERT H. � � ° ° � � ,� � �.._ _ z . . �..r- � ..,�._- r BROWN W °o =o°o a°o 3 • : �,� ��..�. �,� DB 6742.PG 31 � W w °' � N Z � ; ., � �..__ ; � _ BM 1987,PG 960 � � � � rn rn � � _......�. _ _....._ ; PIN f732289450 m : _ . vc=i� � H � � � w : � �.� �Z i t �.._ �,, w � �.. w, cG 1 �..� .._ _ .. ',1 � �� � Q 'l � � `�� : -WB- CURVE DATA w (n �, � �� � `; ��._ ��=����, � � � �� Pl STA.53+6/.27 Pl STA.58+34.68 Pl STA.60+07.38 Pl STA.62+46.25 Pl STA.64+09.79 � � � � _ l4°l6' 37J° lLT) 0 = 84°02' S5.3° ILTI 0 = 63°5/' 07.3" IRTI 0 = 28°26' 38J" IRTJ � _ l7°53' 29.8" IRTJ Z � �._ g l ..� '�....._... _ �.�. ' � � � - - � _ D = 38°ll' 49.9" D = 67°24' 24.5° D = 28°38' S2.4" D = 28°38' S2.4" D = 38°ll' 49.9" a �. _ � _ � � � � L = 37.38' L = 124.69' L = 222.89' �� ���.� _ L = 99.29' L = 46.84' � � � T = 18.79' T = 76.60' T = 124.62' T = 50.69' T = 23.6/' _ _ _ ��.. __ _ _ _l*. ��� _ __ _ _ R = 150.00' R = 85.00' R = 200.00' R = 200.00' R = 150.00' 190 190 _ � _ � Pl 54 60,00 Pl 53 /3.00 _ � = /� , Pl 60 2D.�0 , EL 2.26 _ _ _ � - , Pl 63 50.00 EL , l7/.23 _ !7 4T , EL 0. -_ , / , �C 0� - _ , _ - / 7 VC 50 e + 00% _ - EL 68. 3 e t �o.� r uc r2o� 1 0 1 0 8 + Qoo� � 8 c �o.� � , 7 � e / � ��,���e�� � ��,�� - �, � � � � 0 ,... _ 6 _ � 4 / _ VC 00 I 0 .. 5 . _._._ � . . . . . . . . . . . . ..,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� NOT YJSE FO C�NS'P" YT�TIImN . , . , . , . , , , , , , , , , ,�.� ,, , , , , , , , . , .. o .., , . , , . , . , , , , , , , , R IR . , . , . , . , .., �� , �. . , , , , , , , , ,�� , , , , , , . , , . , . , , . , . , , , , , , , .. ,,. , ,, ,,, , ,, �, , ,, , ,, , ,, , ,, ,,, , ,, ,, . ,, ,. , ,, . ,, ,, ,, ,, ,, ,, ,, ,,.. , ,, , ,, , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, , ,, ,, � , , ,, , ,, , ,, , ,, ,, , ,, . ,, `�',. , ,. ,, , ,, , ,, , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, , ,, ,, ,, ,, ,, ,, ,, ,, ,, ,,. , ',. , ',. , ',. , ',. , ',. , ', ',. , ',. , ',. , ',. , ', ', ',. , ',. , ',. , ',. , ', ',. , ', ,,, ',,�\ ,,. ',. , ',. , ',. , ',. , ',. , ',. , ', ',. , ',. , ',. , ',. , ', ', ', ', ', ', ', ', ', ',. , ,, , ,, , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, , ,, ,, , ,, � , ,. , ,, , ,, , ,, ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, , ,, ,, ,, ,, ,, ,, ,, ,, ,, ,,. , ,, , ,, , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, ,. � , ,,. , ,, , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, �\ ,. , ,, , ,, , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, , ,, ,, ,, ,, ,, ,, ,, ,, ,, ,,. , ,, , ,, , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, ,, ,, , ,, � , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, , ,, , ,, , ,, ,, , ,, , ,, , ,, , ,, ,, ,, ,, ,, ,, ,, ,, ,, ,,. , , . , , , , , , , , , , , , , , , , , , , , . , , , , , , , , , , , , . , , , , , , , , , , , , , , , , , . , , , , , , , , , , , , , , , , , , �,�1� ,,,, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , .. ..... ..... ,, ,, , ,, ,, ,, , ,, , ,, . ,, ,, ,, , ,, , ',, O ,,.. ..... ... ,, .. ..... ..... ..... ..... .. ,, ... ..... ..... ..... ..... . ,, .... ..... ..... ..... ..... ,,, ,,, , ',, ,,, ',, ,, , ,,, , ,, . ',, ,, , ',. , ,,, , ,, ' .... . ,, ,,,, ',, ,,, ',, ',, �,,,. O . , , , , , . , , , , , , , , , , . , , , , , . , , . , , , , , . , , . , , , O ,,, � , , , , , .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ,, �,:, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,,,, O ',,. . , , , . , , , , . , , , , , , , . , , , , , , , , , , . .. � , , , , , , � ,,,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ',, . ,,�� . . . . . . 2 e � . ,.- � 4 0 . f _ +)2 00 / J0.8 �- � / 00 545/ l 0 / +)2.0 � - p - l 0 - � 0 Pl + I 58 OD.00 . � � �- 4. - _ _ 170 + r _._ 170 , , . , �, , , , , , , , , , , , , , , , , �, � , , , , , , , , , , , , , , , , , , , , , , , , , , , , ..,,, O �,,, , , , , , , , , , , , , ,,� . ,. i P/ ` _ ( 56 5�.00 � _ _ _ . / 4 �{�� � _ _ _ _ 0 . + 0 7 e ^ l �0. Q /� 70 ._ 6 / �1 . . . . . . . . . . . . . . . . . . .. / .... . . . . . . . . a.... . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . . . . . . . . ..' . � . . . . . . . . . . .. �.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. � 0.. .. .. . .. .. .. .. .. .. .. .... � . VLJV .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... O.. .. .. .. . .. .. .. .. .. .. .. . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ..,� . . . . . . . . tiJ ... ......... . T� . . . . . . . . . . . . . . .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . ... ..f .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. T • ., .. .. .. .. .. . .. . .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .., . o . . . �. . . . . . . . . . . . . . . . . . _ , �t r8c�.�� c _ - - o EL 180.�5 � J2 0� .20 00 00 +)2.0 , = . / l _ I/C 50 1/C - 6Q - DATE: NOVEMBER 23 2011 _ . f Pr i � 6 O.OD _ + P/ 4 . 65 0.00 REVISI NS. . O EL = 173.35 , 160 160 - N . DATE _ O /7 EL 2.53 _ , �C 60' VC = 60 150 150 PROJECT NO.: H9001 . 00 140 140 SCALE: 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 65+00 66+00 -WBR2- CURVE DATA -WB- CURVE DATA `� ����° � �� ���'� �'� = w (� W �c Pl STA.70+55.23 Pl STA.72+28.2/„ Pl STAe73+63.0,3 Pl STA.67+18.1/ „ � �� {� � � � o � z 5 (RTJ � 42°35 43.1 lRT1 g 0 67 /9 58.0' fLT1 � - 29 40 08.4 ILTJ � 9 36 42. � { � `� D = 57°l7' 44.8" D = l4°l9' 26.2" D = l4°l9' 26.2" D = 38°ll' 49.9" ---______ss 55 * � �4 �� J W � � } L = 117.52' L = 207.13� L = 67.10' � L _ lll.5/' � �`'����.� � � p� � Q � � � T = 6 6.6/ T = 1 0 5.9 4 T = 3 3.6 3 T - 5 8.4 8 R = 100.00' R = 400.00' R = 400.00' R = 150.00' ����f#� ; � � � � � _ � W � �.�� �� ; � �1 0 Y � � w � � -WBRI- CURVE DATA {r � �� �`"'�, }4,�� � l a N � � �, ° � � Pl STA.77+02.0/ � ��"x � � � W � = 59°49' 25.7° lRT) ,�'� r��{ n� � p U Y D = 38°ll' 49.9'► ���� �. �i � `b o L = 156.62' � ��~� X 1 SrR� ���� I ������ a W T = 86.30 ��. � �t ,� � sF� � � � � ss R = 150.00' `� �'�� � ��� ��� �' 1 b � � � �� o � � DETAIL 1 � 1 �� �� } �.....3� ,. 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NOVEMBER 23 2011 1/C 8�' Pl l09 97.07 _ + _ , + • _ � �� ��,� �'Jr.�� P� �� e REVISIONS. . 6 20,00 = EL - 162.53 + EL 163.93 l a0.0000/ 150 150 END BOARDWALK 5 � , N . 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'�` X rJyyYYY� ��� � � � k PlN 17327 5l6 � f ��� �„ �. �,,� �„, ,- (� � � >°� � ���` � � �,�•- � �._. _. ��.� �' � �� ` � � � �„, � � r _._ � � � � .n � f � _ , � _ _ � � ��,,� r ,r - �� _ � _ �,,r _ _ K �r� � c' ,� "`�� � � x _. , �..� , �,."r `��f E I�D BRI DGE 1 _ _ � ,.� �" --�, �'�, r �, . ; �, �._ � ,.� " ,������ BEGINrr�OARDWALK 7 �� � �� �,,,..� , � �,`� �c� f� {�� W ����. �� c> ,� �,� -WB= STA. 124+2 7.85 v'� �,� -� � {� Z � �,,r�" ' �� � _ ,, � � � ND BOARDWA � 7 CURVE WIDENING I ;� O ,�,� `�, � . , 3'� �.q_ - � STA. 125 7.85 ��,,� SEE DETAIL SHEET 3C ��``f� � 1 ' CON RETE -'��,�°` ��1 ��7 ,��'` � �L \ AP OAC� S B � � � k f„F �'� � /B LLAR � �`� g � �`�` �`. � E �/ �` , f�� k� / J � v � 1..` -�.' s �� p��jC) �'� �, � / BARWELL ROAD j N � � c o s � � ��� ��_ � � WALNUT CREEK TRAIL � Z a�o. a�`o. � �j � ; ' ��1 � HOURS OF OPERATION W °a =� � 3 � � � � � ��k' �� CURVE WIDENING DAWN TO DUSK } � � `� `� � z � � N ? Qrn °� N � ��,5 � � � SEE`DETAIL'SHEET 3C TYPE K SIGN TYPICAL m v �n � � � � � W �T� �� ssss ♦ { � � � �tid BOTH LOCATIONS � P� �; # � � 0������� i �' a ���� 6 ��� � � -WB- CURVE DATA � C� `s s � � Pl STA.120+25.86 Pl STA.126+97.30 Pl STA.128+95.80 Pl STA.129+63.05 Pl STA.130+6/.52 a � Ni� �, ; p = 49°28' 18.3" (RT 1 � = 9/°4/' 04.2" I,RT J 0 = 38e 56' S3.,2" l LT J � _ l9°38' S2.4" (RT 1 � = 65°39' 39.4" (LT J Z FOR BRIDGE DETAILS, cirY oF Ra� }, ,, � D = 38°ll' 49.9" D = l90 59 09.4 D = 57 /7 44.8 D = 28°38' S2.4" D = 57°l7' 44.8" g SEE S SHEET SERIES 229�,PG 2 � '�� s �2;PG l59 i� � L = 129.52' L = 48.0/' L = 67.98' L = 68.58' L = 114.60' FOR BOARDWALK DETAILS, _� �79522 �s t T = 69.1/' T = 30.90' T = 35.36' T = 34.63' T = 64.52' SEE SB SH EET SERI ES s���r� � R = 150.00' R = 30.00' R = 100.00' R = 200.00' R = 100.00' � END B4ARDWALK 6 BEGIN BRI�GE 1 - B- TA. 122 + W S 86.85 19 19 O ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 1 ......... s ....... ... . ... ... ... ... ... ... ... ... ... ... ... ... ... ... 1 ...�... a . ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 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NOVEMBER 23 2011 � _ � . e � � i - J ` � . e _ _ . / � o REVISI NS. WB STA, 125+17.85 �. � o 0 � � 0 O +)3 . O i ( o 160 ,. - 160 � � - NO. DATE ,_ �. f . - ` - Pl l 4 _, 8 22 6.85 + � e P/ / d .�Q 50.C�0 2 / S 0 � 0 0 . .. .. .. .. .. .. . .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. ....�.... r .. .. .. .. .. .. .. .. _ 3 + _ ) � e _ � _ _ � �. _ + + Pl !24 57.85 Pl l 4 77 . 2 .85 - /7 7 - _ EL 6.3 _ + EL 169.�0 ' � Pl l24 37.85 , . = f = _ / 7 7 - P l22 26.85 _ EL J 6.6 _ , /7' 7 EL 5,9 _ , _ _ + P! ! 7 _ + ! __ __/ 2 50.�0 �/ / _ _ 22 56.85 / _ /? 7 VC 00 P/ / + EL 6.9 20 50.�0 , f� _ , = t - /7 47 P/ f 4 7 - EL 5• - � � rV� - ... ... ... ... ... ... ... ... ... ... ... ... . . . . . . .. .. .. .. .. .. .. .. ... ... ... . .. ..... ._ . ... ... ... ... ... ... ... ... ... ... ... ... ... . ... ........ -........ ... ... ... .. .. .. . .. .. . .. . . . . . . . � '....... ... ... ... ... ... ... ... ... -... ... ... ... ... ... ... ... ... P/ / 4 7 . EL 176.67 - f 2 8 .85 EL 160.�0' - Pf / 4 47 2 .85 150 - 150 EL 164.86 , PROJECT NO.: _ _ - . . _ _ . - - /7 7 _ _ + + , EL 6.3 Pl l _ Pf l 7 - 22 3�.85 22 6.85 EL /15.4� VC 9� _ + _ Pl / EL /�6,87 22 66.85 , , _ , _ EL 175.97 EL 176.97 _ /7 7 EL 6.8 H9001 . 00 140 140 SCALE: 119+00 120+00 121 +00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131 +00 � � °� �..n.,� ;� Fr' . ��� 1 ... ,� ,,, � �� .•-,p li �^ � f � �.,.. . � . ��. ; }=� _ � � �" . . m� � ^ 1 �. ��... � ,�,._ �' . . �. � _�. � / � � j f , 1 �, ,� , „� . ...�.....��� �r.. �r'�,--�� � j w a , � - . � ,� Ar ��� C� W .. �{ � � � � ,fr, X,Ar � � � � � ���- � -�� � � ��� ��� �� ° � i i �� r- ♦f � � Z � �' , --�:.. `�, {$� � �� ,� , :r- z u� z - o � i ., ��, , � t 1/ �,��' .�Ar`r �' � w o rn ,.:-�� � �.., ��� �,� „ � ,f- � ��, J � � �--� g . � O � �•' -':` \ � �.,,h '', <,,, , -•� ; /,� ,;��' r � ��� a w � a � r,. r.� , �, / 1 � ,�"� .. �,, // � �n ,r r.. �.,, � `..., '�,, "�..:m�... ,;:.�-~` � , l t� -,`r F,� u' � N Q � , n�...x� .�� , , / /'�� � /� � � -F �� � .�.-Y'" r,. , � / - \ , � c� Q oo � - a ,� fr,. �� � ��..�,� �. � ''� "" ``} /,�' , v c� z �- � .-' 1 �,� . _.�� �� / � � . , f- z .,-`� � k� ,,_ .•�" a � /,� � L�,, f,<-' ,tt � � � ,� � �n iw . . � t . i , , , � 65 ' .. \ \ �t �� '�: ���'.,; , ;,�.' �,�� ,; ,,-'' °� w � _ � o� „„� �_` C9 0 � µa � t3 <� _� � -E~-- - �.� � � ���:. `s�`, '� �� ;%! ;' /� ,-''r � O � w � C7 (Y -�� - -� '�0 �s, �� f / �` � , � Y � � w � / � \ ��``., `�., t` ''ti � / ;�^ �,�'`� `� ,,;-'"t � N � J p� � :, _ " .: `.,l �, '�, / / �,� , ,,-' Q N � ,� O � , � � .. ' � w...� �.� G � °\ � �' .; ���,, ,j' �r' a r.i cn �a rn � . / � :�.� �. m. � � � z � �"�...� �. �,� ` � , '� ��. / � ` ;:= � /G -- :�w.. ..�w.. c� � `� � ,� � / / � ;-'"` .�•, H w � ¢ � � �' ' END B RD LK 8 � / �,� cn .�� ,y r / �� ��- ���`�,� � �"� t, ��.� �a _ �� -W� STA. 1 5+ .85 ti � /. � ,, ' U . ^ � -� �j � "� ti � t � / ��" ,-''� «�'�r Y V ' --"-'--�~ : � , , , / r �j \ �,,,, t, �, / � , U , . . \ � � _� ,�r ,..,�-�,. � r y � � � ,,4 ,� ., �: �� � �; / � "` �.�r ,->'� � d " o � , (� �� �'� �� ' '� 10' C�NCRE ti , , / / �� � ��� �o� � cn V " �,�, �� c \ \ ` � '`�,,, '�, � , �`. . ti `� � � � �� 00 .✓.,� � �, APPROACH S � B � ti ,, _ / � - �� e � � Q w � � �. �- ,,� _ � �:G ,r� � � ` ''"�. �, �,.4W/BOLLARDS � ., ti /� / ,��` ,-'' r,,,-, �v, r;, � � Z U � -F ---'"" a`� \ y�'4, '4, /' Ac� �, �,,,� ,� / �� r ,. '' ,, w� b I �� O � � ' r ' ` �` y ..... ... � .,.' �� . , F ��� �titi' .. /LV1 � ,. ...�, . _. �. � // �.r'r , r rr''r ,. �/�� ��� V � � ` _. ... .:'%" - _ .. .... � . � . ��� BEGIN BOARDWALK 8 � � � ,� ' � `� �Qa� ti � � , � � � _ ,. _:.,� m....._.m � � ti / � �r,� , r � � "" � ��, -W� STA. 135+02.85 y � � � ' ���, � �, , � ,� r� �- � � � �... �� , X ���`"� '���,� � 1� � �,,, � / �� .% , . c � j � �`�,�, r� �' k �,,, �� �, � � c\ � � �,�,� ., J f f�� ,� , _. ��. �r �'` �t � �`'� + � r,� �,� , � ,,i � ,;� ftrF f`�� � S �..�, �� � �� � � �� �, i � , � � ,,� O.. -�.�' �`',� . 10' CONCRETE tn l l \ ,� / � '�, � rf �� I..L _ ��� APPROACH S4AB ►'� ��� l l � A � / / l � , � t.� � � - �" W/BOLLARDS � � � � � / �� �� t .�""� r. ��� W r�. � �, . � � a�,� �� 6� t �,r:- � t �, , t; �� �, �� � ��,�� �� ��:.� �k2 f.,r: J � , { �, � 1 �, � � oa �--� {{ r: fi� � ; .--- � 0 � . � � �, � ,� . oC , � P � � rr. � y� `L �1 �, ' G ` �-' �` W � �- � � � �� �` ,�� E�T 1 TON CLASS 'B' RIP RAP �f / �.� C��` , '``�. "� v, fST 2 SY FILTER FABRIC � / ` �'� ''`�; �, ,�`� � � 6'L X 3'V1/ X �� yELOCITY DISSIPATOR PAD �� � � / � ''� �t,, ''� �� V ��.� � l �j� �, � I , � `' �,�` � �,.�..� . / , '� �l / �/ �� , � _ _ ���`'` z �,� �� � � / , � `j'� �� �..�..� O 27 � � ��� ��� � �� ��,,� ��� w � � "� � 4� / � ; ' ``� � r � � � � Q N/F � � ��� � '� �/ � ,�`,� ( � KAGAWA,LLC ��� ��� � ;//� � � �` V Q DB lll3/,PG 752 / �� �` BM 1966,PG l25 �``t ��� � / � -- � � O If � PlN 1732877886 �'` � / �� � �fr�` DETAIL 2 ,�'� � � ; �, ,,� � � I / / f r' CUT DITCH � �"` �,` � � � � � r`'� ,� � r (Not to Scale) ,,�`� W � �y���� �r `f� 1 0� Front � ^ �� � QU,�4 �// � � /';�," f ,; Natural 3 3'•o�e� 5op ,y'j z LL � �� �� j /�/ � / /���� � ,r Ground •I p �C� �``� J O �` f r , d � / � '' r` `�r�� ����� /� / � ,�``� r'`r r` � Filter Fabric � Q � ��" Min. D= 1 Ft. ,��""� � � /� �f / ���� � rr`� �W Type of Liner= Class 1 Rip-Rap Max.d= 1 Ft. � ��` � / � / � '' Cp �'`� �'� � � � � � � / � �y/��� �'r r p. FROM STA. 135+65 TO STA. 137+75 -WB- ��`" ��„�` W :f ,,�'` f � �// '�/ /�` �' f �. � `` ���� � Q�`` � �r �� 'c�.s� -WB- CURVE DATA .� z 4 �` ,,� F r..� � / �� �� ' ,��/ ' ,, � � � .� `'' Pl STA.130+6/.52 Pl STA.l3/+55.52 Pl STA.132+33.02 � ��� � �` � � � / � � r ♦ � = 65°39' 39.4" l LT J 0 = 24°46' 10.2" �RT I � _ l9°49' 42.0" (LT) �� ��� ;r � }�:� �,,����� �� � / / / � � �' ���, D = 57°l7' 44.8" D = 28°38' S2.4" D = 28°38' S2.4" ���� ,�f� � ��,-- �� , �/�� �`` l �, c r f' �� � L _ 114.60' L = 86.46' L _ 69.2/' �``+ ��� ~ � EN� PROJECT �� � �`j �'' fo " � T 64.52' T 43.92' T 34.96' ;��`f� ,f������f� J � � � � . ��� -WB- STA: 142 +33:33 �� ��' ��, /�/ B, �`` % � r� ./q1\�`!T �� ,�� R = 100.00' R = 200.00' R = 200.00' ��� ��� � � � � � � Q ��` TIE TO NEUSE RIVER TRAIL �� Q / � ,� �� ' O . � � � z � � �` � Pl STA.133+7/.5/ Pl STA.134+92.26 Pl STA.136+02.10 �## f W � ° ° `° � � a =� � � � �� � � 6'� � �,�```µ�'� � � � �,�y�` � = 8/°57' 30.5" fRT1 � = 56°08' l6 6" fLTJ � = 66°ll' 58J" lRT1 � y�� .. � � w � � � Z ��' �- � ¢ w - rnrn v� ��� �6 ''- `� � �� �� � D = 47°44' 47.3" D = 57°l7� 44.8" D = 57°l7�44.8" �" ,� m � � � � � � �.� � � - - - - � - w �.���_- �� � .� ,� � L - l7/.65 L - 97.98 L 115.54 � x�` o 1 r / � � � � _ ' - ' _ . }�{ 'f� a �� J� � � q�ti T - 104.24 T - 53.33 T - 65.19' � j j� � ti �� �`� ,�� G�� R = 120.00' R = 100.00' R - 100.00 � }�� w r � w / � f�```� M ��� �`�F� Pl ST A.138+37.13 Pl ST A.139+90.92 Pl ST A.l4/+92.56 �"�� � a � c� / � � � `r • a ��� `�� � �� r'�'� Q = l04°34' 45.0" l RT 1 � _ 58°09' S9.4" (LT l � _ l07°52' 00.2° l RT) �'�{� `� z � ��,�y , D = 7/°37' 11.0" D - 28°38' S2.4° D - 7/°37�11.0" ' �' � g �.. _ ���� � L = 146.02 L = 203.04 L = 150.6/ ��' FOR BOARDWALK DETAILS, ~ > �'� � ( T = 103.47' T = ll1.24' T = 109.84' fE.�`` SEE SB SH EET SERI ES � f � � � � R = 80.00' R = 200.00' R = 80.00' ,��f`� BEGIN BOARDWALK 8 -_ f _ _ Pl l39 30.aa WB STA. 135+02.85 1 1 $� $� = f - . �i r,�r sa.00 _ + - P/ / 3 4 - 3 25. 0 / / = f EL 65.65 P l35 85.(�0 _ � _ , EL 163. 0' _ / - EL 63.20' - = � , vc ron VC -- 8CY = EL l6 .88 1/C / �� = 7 , �C Q 17 17 0 � e � � ������� � ����� �� f � � . , , . , . , , , , , , , . , . . , , , ..e, , , , , , , . , , , � , , , , �� NOT YJSE FO C�NSIP YT�TIImN . . . . . . . . . . . . . . . . . . . . . . . . . ... ! . . ... ....e . . . . . . . . . . . . R ut . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e ., . . . . . J 4 . 2 � Q .7 2 0 +) / o ( e + 90% , _ � 1 .76 r � , .�- J 4/ � 6 3 _ . �o 5 _ O 3 e +)2 - - - O , f � - _ _ � _ � - O � � _ .� 3 0 .. O � ,� . _ a _ - 6 _ J . a +„- . .. _ a , o � -_ _ 0 __.. ._ _ �. 0 � , / f 0 , ._. � o o .769 _. ( 1� � / a ... ... �.��... . s . ... .. ... ... . ... ... ... ... ... ... ... ... ... ... ... ... ... ... . .. . I ... ... .. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..... O.. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .....�.. s ......... �� .. .. .. .. .. .. .. .. .. .. .. .. .. .. . '..... .. O .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... ... _ ... .. ... ... . ... ... ... .. ... ... ... ... ... ... ... ... ... ... ... ... ... .. ... .. . . .O ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 53 0 - .3 + 3. � 10.30 0/ +)2 .� ) � ( 1 ( ( 0.3440/ 160 160 � - f �� �.�� ��.00 - + _ , P/ /4/ 50.00 - + - Pl l34 60.Ot�' _ / 7 EL 68. 8 _ / 7 , , EL 6 .35 . _ E N D ,B4ARDWALK 8 ..... ..... .. ..... . ..... .... .... ....._ ..... . ..... .... f..... ..... .. ..... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... _ DATE. N VEMBER 2 2 11 O 3 0 ✓ _ . EL 6�.38 VC 80 , - B- STA, 135+52. - W $5 - REVISIONS: _ � . �C 8� VC 2 150 150 NO. DATE 140 140 PROJECT NO.: H9001 . 00 130 130 SCALE: 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141 +00 142+00 � , ' PROJ.REFERENCE NO. SHEET NO. N . , ' H9 1 1 � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 r�a i�o � iT� � �, �� t75 � �� ��� 16f50oQa0Q0a ��5 r75 ✓�o �80 - - - - - - -- -- - - -lBf�Qa�Qa�OJ - - - - - - - rT5 i75 — i����000�a�a —— —— ��5 �75 ��o ��� ——— ii���oo�a��� —— ��5 ��5 — � - - - - - - - - - - - - - - - - - - l6�G?OoC1000C�0 , ,_/75 ' /75,' l80 ' l80 ---------- ---�T f5C)oOC�C�OC)� ------------- r�5_' -- — — _ _ �75 l5�75oD000Q0 — — — — — — — — — — . /75 /75 l80 /80 --------------�7f2.J�oC)D�?QC�� r�5 - - - - - - - _ r75 l5�5�o0�00C�0 — — — — — �T5 r�� l��-00oQODQO� raa r�o �— ,__` `._. r„_ �_ __ �.��.� O.5�10 17b.6 a.� � `.r� � ��� � /75 — — - __ !75 J75 /75 � ° 175.23 — — - ° 174.3d _ �� � — — - - -- -- - - - i���.�4�oQ�ao - - - - - - - - ---- �3 �.� �5a�o�a�a o=� NX� 35 3� 25 2� 15 1� 5 � f 5 1� 15 2� 2'S 3� ' 35 -�� 35 3C �5 2� 1� 1� 5 � 5 '1� 1� 2C 25 3� 35 �w � .� . � , ' PROJ.REFERENCE NO. SHEET NO. � H9 1 2 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 - - - - -� , � /75 !75 /85 � l�5 ' � ' - - - - - - - - - - - - - -f��5oo�000Qa - - - - - - - - - - - - - � i8o �.4 r�a � � � , l75 ��" ?•I 1.0% /75' 173.44�'- 6.1 172.27 rT5 r�5 r�a r7o - - - - - - - - - - - - - r����oa00000 - - - - - - - - - - - - - 2a-��.�a�000�� - - - �. _ __ :� � � rT5 r75 r�5 '~�.„` r�5 ,�.. - - - - - - - - - - - - - -��;-��aoQOO�oo - - - - - - - - - - - - - 2���ao�o�o�Q . /75 , !75 /75 /75 - - - - - - - - - - - - - - �8 ���oQ��QO� - - - - - - - - - - - - ����.�o��ad�� ��5 �75 �T5 f�� - - - - - - - - - r��5ooaa�oQQ - - - - - - - -- -- �a�000c�aaa�o � ��5 �75 ��5 �T� Q �� - - - - - - - - - - - - - -1n — —/�—/�—/'� — - - - - - - - - - - - -- -- - - - -- - - - -- - - - - - - - -- - -- 3� .. !U����a�iJ�4J�\_,/ .. � � � � � � � . .. . �3 /9�750000000 o=� [� ;X� 35 3� 25 2� 15 1� 5 � ` 5 1� 15 2� 2''S 3� ' 35 -�U 35 3C �5 2� 1� 1� 5 � 5 '1� 1� 2C 25 3� 35 N�� � :� � , ' PROJ.REFERENCE NO. SHEET NO. � H9 1 3 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 , /75 /75 - - - - - - - -- -- - —���l J�o��O�(�� -- �5� l85 �� �� � l80 "'�� l80 , l75 /75 � � � - - - - - - - -- -- = - - -- - - - -- '- -_ — '- - - -;--_ -- • � !75 ���J��o�Q�Q�� l%5 � ?'I 2.0% 5.b% U2.8b � � � � - - - -- - - - - - /70 : 171.97 !70 2/�.�OoJ00000 .�l r�5 r�5 � - - - - - -- -- - - -22f�5o�OC���Q - - - - - - - - -- - -- ra5 � r�5 � r�o �.� ��o � � �.. ~"' !75 /75 /75 /75 � 2.0°/a 3.a% b.� 1.5°� b:1 172.67~ - - � - - -'- - - - - --; ' 17Z.22 - - --- - -- - 171.87 �171.91.----- - - -- - rTa 2/�25o0Q0�'JO rTO r�� r�� 2�f0�o�0�0�0 - - - - � r�5 � r�5 ��5 r�5 \ � r�o `� ��o Lo i�a �r.. �'� �, � �''r !�5 l75 � - - - - - - - -l75 J75 � � 2.0°/u 2.1% �. 6.3°!0 2.0% 6.6% 172.76 - - - �. �— � 172.37 172.�4 - - - 171.82 - - - - - - - - - - - � /70 !70 J70 /7Q Q 2i�000�oa000 �����000�aoo �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, . , , , �, , , , , , �, , , . , , �, . �, �, , , �, �, .. 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' ' ' H9 1 7 � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 ��� /75 � , �� 175 ���l7� ��� � �� ��� I75��� - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - . 3��254C�OC�Q�C� 3�f75oC�D�000 /75 ' l75 /75 ' l75' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • 3.��—OOoDD0Q00 .34 f50o(���O�C� . /75 , !75 /75 /75 - - - - - - - - - - - - - -3�f�5o0000�0 - - - - - - - - - - - - - 34�250(�(��OC�(� - - - - - - - - -- - -- /75 ' ! !75 !75 ! l75 - - - - - - - - - - - - - -3��504�00000 - - - - - - - - - - - - - 3��0000aoo�� - - - - - - -- - -- ��5 �75 ��5 �T� - - - - - - - - - - - - - �����a�ooaoo - - - - - - - - - - - - - - - - - - - - -- -- - - -3.����o�00000 - - - - - - -- - -- ��5 �T5 .��5 ���. - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � — - - - - - - - - - - - - - - - - - - - - - - - . � 3��000�00000 3�-�5000aoo�o Q �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, , , , �, , , , , �, , , , , �, . �, �, , , �, �, .. 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SHEET NO. � H9 1 9 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 l80 !80 /75 J�5 /80 , l80 l70 - - - - - - - - - - - - - - l70 �` - - - - _. l75 � � _ , __` _ .���oa0000000 — � � � i ` _ _ _ , r�a –` — ..�—-r7o ����Q00000�o . ��5 ��5 ��o ��a rTO — — — — � �r7a r�5 r�5 38 f75a0�00J0 r�a - - - - - - --- ---r7o 39�75o0C�0�00 ri5 �75 38 f50oC�0�OD0 r�o r�o , ! ,_/75 , /75,' /75 /75 J70 _ _ '_ _ _'- - - - - - - - - - l7� - - - - - - - - - -,- - - - - - - - - - - .J�fJ`��1aOC�OOQO 38 f25o�0�OC�0 i8o i�a r�5 iT5 .r�5 r��. � 38��C�o0D0�JO — � r�o - -- - - - - - - - - rTo � � 39�25o�000C�0 �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, , , , �, , , , , �, , , , �, . �, �, , , �, �, .. Ok .�. , . , .. �3 ,. ,., ', ', �, ', '�. O/,� ... . . . . ... ... NX� 35 3� 25 2� 15 1� 5 � f 5 1� 15 2� 2'S 3� ' 35 -�� 35 3C �5 2� 1� 1� 5 � 5 '1� 1� 2C 25 3� 35 �w � .� . � , ' PROJ.REFERENCE NO. SHEET NO. � N . 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SHEET NO. � H9 1 16 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 !80 /80 � , , � � , l80�" -- � �.,� � � 180 � l7� � ��.,'`�� , I75� -,.� � —� : _ 3:L z.o�o � ✓�5 �`= 2•,z.`` _�o�� _ i�5 �7a ��z.o4 ` !_ ._ 3:� i7a ���.s - - - - _ °'"+ — — � � ! ! 1 b8'.31 /70 17L27 `'� —.��',� —J�0 6��J`Qo���O�� �r-�5oo�?aoo�a r�a_ , r8o r�o-,� r�a � -- —.•�,��� � ����� /75 175.0�` " —--2�t1,°f�_ !75 !75 �..,,� /75 �' -� _5:1 , �' `3,"� 2.U% , /70 . � 172.45 � 3:I ��o.z� �""—-- � _ ��a rza ',—� — _ � _ r�o ��f�J�o�O���� 1b8.43 � — — ����J�o�Q�O�Q l80 ' ; !80 lBQ�"�— >! lBCJ �� �`�..' �� � �„�" /75 /75 ``'� !75 /75 .� ''` _' -- 3'L �_, 2.0°/a ! �� 2,0% 173 3° ._ 5'1 173.3 3.� � � 17C7 � — ————J70 /7C? �` �— "' " '_ „ _ l7�' 170.27i ~ � — 6/fQOofl�OC�C�O �b�.�o — — ��foao�0000� . ��o ��� �8Q�-� r _��� . ��a � ��.. � r�`—-- -- ,.._._.. _ iT5 .r�5 �`~� �.� . r�� ` �_ ` 2.0�0 _..�2.s110�, �7d.22 — � �.� 173.03 .,�� 5:1 �,,,_, � /70 1 '�'—` ` � -- — -� — — — J70 J70 170.73 ` ��` _ /7Q Q 169.45 . 3 0 60��50000aoo 6i��500000�0 o� �3 o=� NX� 35 3� 25 2� 15 1� 5 � f 5 1� 15 2� 2'S 3� ' 35 -�� 35 3C �5 2� 1� 1� 5 � 5 '1� 1� 2C 25 3� 35 �w � .� . � , ' PROJ.REFERENCE NO. SHEET NO. N . , ' H9 1 1 7 � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 l90 /90 /85 , /�5 /8b�.,� l80_ � � , � ,� l80 /80 /75 ,""`�, l75' � � � �#�" �� 2.U% ` /75 /75 /7a 171.24 " 4:1 , l70 ' -- -.� � '--y '' � �' �' 3; 0 167.2'S - - - - - — � - - - - ,. 1 ` 2,.010 rio »a.o�. — ��` �7a ��5 6�fD0o0D00�0 r�5 �- - - - - - � i 168.15 , — - , . �.����o�oaaoa .��5 ��5. ��� ��o ��� ��� ,, ri5 �75 �T5 '`�,, r75 �`� ��` � � � _ � �_�' �' � —Z• %s �ca �'` � ��'-' —.► 2.Q% l70 170 98 � .�_ � !70 /70 170.59 _ � _ S:1 , l70 1b8.74 � �-------, _ '_ - - - - - - - - - 167.40 �J�0�'oQ����Q /65 /�5 �.���.�o�aoo�a ��o ��� ��Q f�� r�-,_ ��5 i� i�5 � .` �` ' "- -- - ��L�. _ 2.U°�a _ �`� -- /7�7 ' 171.�1 `�:l !70 J70 '�-"'— � 31- — — 2.Q% b.� !�0 "_' _- __ ,.� 169.84 �— — �----- � -� --- - � - -- - - - 168.17 ' .. 1b7.82 � ���-�5000a��� 6.��500000000 Q �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, , , , �, , , , , �, , , , , �, . �, �, , , �, �, .. 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SHEET NO. � H9 1 19 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 2aa �oo /95 !95 , /�0 J90 /95 /95 � , l85"'`� ; l85 /9a , l90' '� � '� r�a r8o r85 r�5 18�.17 �� ,� �I�,.. �� ri5 �'`�. �75 �ao �� r�o � Z.o�ia , �. � �•� `�. /70 _.'"��_ !70 /75 "'��, :` l75 '� ��I 2.fl% 167.81��- - - , - - 172.58 �. .._ _ 6J��5�0��0�0� .l7a '�._ -__2� l�0 _ _ _ � 167.78 � ''-- - - - - 6��oa0000000 2aa �o� . /�5 , , !95 /95 ; l95 /9C7 , ; l90 /ga , 190,' ` /��..� , l85 J�5'�,� l85 � �� , w , , , l80 \� ! J80 J8Q 181.74' \ ' 18� 178.8 '`�� `4�� � � /75 �"``�,,, J75 !75 `'� !75 ��„ 2.U% ! ��. 2.0% ' .►..�� �,� '�•--- —. 2.1 /7C7 '`�.,� , !70 J70 ""'" � --. � � ! !�0' .�, , 167.95`� - - -- - - - 168.26 �`'`�\ � "�-- - - � 6��2500000�0 6���.�oc�000�a Q �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, , , , �, , , , , �, , , , , �, . �, �, , , �, �, .. Ok .�. , . , .. �3 ,. ,., ', ', �, ', '�. O/,� ... . . . . ... ... 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SHEET NO. � H9 1 2 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 , , —' — --- - 2.0% , � r "� �\ , ` __ � � � � � !�0 -� -., _.—� ''�.� /70 � 6��75o(�C���C�J �� �—�, — _' - - — _ .� _ 4.09'0 2.Q�o � �. �' \\ (70 171.32 , "``� (70 � � ' ���J��o��'���� ' /90 /9a , ./,.--"� / � l85 !85 !75_ _ _ �...•�' �� l75' �— _ �.er�o � �7�.a� `. r�o r�o rza `�,� r�o �. �, . ,, �, �, �, �, . ,, ., ,, ',.�� 1`.�.�.�. �` ,:. ,, . ,, �,. ,, ', . ,, ', ,, r� � /75�'`�� , l75 6�+�J�o���Q�Q ' ��. 2.U°l /70 - - - — — _ .�� �` �'j /70 � � � -�,�� `� � 167.3U ' ' '� --_ `'` r65 66 f5DoC�JODOQ 1—��� �T5 \., r75 �� '` -- �� - - �.o% _�- - --,..� /70 171.74 , � , /70 ! � ! � �' '_ - - - ��� �g� ���0000aao�o ��5 ��5 ��5 ��5 ��o ��� ��Q f�� � r�5�`��, ��5 ii���. ii5 / � . �i .. � ��.Op/Q . . \'�� � �.�f� . . � �� � . . ..�\ � � � � � . . . —.,... s?� 171.80 ` -- -..`. �'I /7�7 ' '�-� � , !70 J70 `�,�, !�0 `` � � , 168.52 �'`"--� � /65 167.Q6 ` � - -- � - -l65 � _ + _ � 66 f25a�0�J�C� 6�f75o00000J Q �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, , , , �, , , , , �, , , , , �, . �, �, , , �, �, .. 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SHEET NO. � H9 1 25 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 /65 2:0°/a . l65 _ - - � _._ _,_ __ _,— � — i - - - - - - l — '- - -, ��f�0o�a�Q�� , 2.0% 2.0% [ /65 /65 �.���5a0000aa — - - - - - -- - - -�.���.�o�ooac�o - - - - - - - -- - -- lE5 b.� 2.0°/a 8.3°� , l65 - - - - - - - - -- - — - - - - - - - - - - - • 2.0°!0 162.58 162.47 ' ` l60 /6a l65 /�5 9.��`-500�0�0 JQ _ 95�5�o��7C70�1C� l65 (�:1 2.4°!a 6.T !65 _�� - - - - - - - - -_ �� - - ----_ 162.58 - - - - - - - — � ^ _ - - - - - - • 2.0°!0 162.31 r�a 93�`-25oQQ00�10 r�o r�5 r�5 9�f25oC�Q��O� — — — —— — l65 6:1 2..0°la , !65 6:1 . - - - - - - - - � 162.53- - - - - - - - - - -162.11 - - - - - - - - 2.0°!0 l60 !60 /65 /65 �.��a�0000a�o � —� - - - - -- - -- — —— — — — — — — —�.��o�o��ao�o l65 ` b 1 2.0% 6:] l65 J65 2.Q% l�5 762.66 - - - - �62.28 - - - - - ' - - - - - - - - — ---��f�J�o��Q��� --- - - - -- — l60 ����J�a������ J60 ' ' !65 2.0% ' !65 2.4°!a ��f�Qo������ l65 6:1 6,� , !65 , 162.9d -- - - 162.58 - - � ' J65 2.4% /�5 � ��fJ��o���U�� Q x ---- - ------ - - -- - - - -- - - - - - - ------- �� , , , , , 3� ����.�ooc��a�o �3 o=� NX� 35 3� 25 2� 15 1� 5 � f 5 1� 15 2� 2'S 3� ' 35 -�� 35 3C �5 2� 1� 1� 5 � 5 '1� 1� 2C 25 3� 35 �w � .� . � , ' PROJ.REFERENCE NO. SHEET NO. � H9 1 26 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 �� l�5 �� � 2.0°l0 6.� 765 ��l65 �� (�:1�,� 2.�% �, 6.j � I65� 6:1 - - '- - - - --- -- — — — — — — — — — — — — — — — — — — — — �--— 162.09 162.48 - - - - - - - -- 162.07 162.87 ✓6a 97 f75oC�00000 r�o �60 99 f25aC�0�000 i�o lE5 ?.0°� 6:1 , l65 /65 6:1 2.0% 6:� /�5 6�1 , — 'l - - - --- -- - . — a - - - - - - - - - - , _ - - - --------_. _—�_� - - - - - - - - - -162.10 l - - - 162.38 162.47 , 162.96 r�o r�a r�o r�o ����ooaooaoo ���000Qaa��a l65 2.0°/a !65 /65 2.0°!0 �: l65 6:1 6:i (�:1 1 _. — —— - - - - - - - - - - 9��25o00C�D00 — - - - - - - - - -- :162.27; - - -- - , 162.76 ��a 9���5a�000aa ��� . l65 2.0°/a ; l65 - - - - - - - - - - - � 3.— — — — — — — — — — — — � 97-�OOoC�00000 !65 2.0°l 6:1 /65 6•� ' _ __ _._._- -- 162.18 , - - -- - - - - 162.7U l65 2.0°/a !65 /60 /60 - - - '- - - - - -_ - - - - - - - -.- - - - - - - -. 98f50o0���C�O ���-��oaoaoao ` /65 2.0% l65 J65 ` 6;1 2.U% d:1 /�5 - - ! 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' ' H9 1 27 � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 6_� ?.�°� 6,0% , .- - - - - - - -161.92 1b2.36 l60 !6D LC�_ l65 lOJ f�5o0DJDJ� ---- -- - - - _ .- _ 6:� �.o�o � 5.� 1b2.33 - -' - - - - - - - l60 160.85 /60 l02-�25e000c��� 6:1 Z.0% 6:1 /60 - - 162.09: 1b2.30 lOQ f50o000Q00 r�a r�5 �.o�� r�5 - --_. 61 6:1 ' ! !60 161.22 161.47 /6D , , , ���+�aa�Q���� _, _ � - - - - _ � b.l 2:Q% 6:1 1 b2.20 162.45 , r�a lOC7f25o0�0000 r�o 6.4°l0 0.5°/a 3.3%0 ! l60 1b1.56 ,161.80 /�0 ro����000ao�Q l65 �.pp� 6:� , !65 6'� . 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SHEET NO. � H9 1 3 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 �CZS` ! l75 i�5-- � - ` ` l75' -�- �., - -., �` � ` ~- -- � � _ 171.55� ~ �` 172.53 �� - -�' rTO '�.�_ r�a r�a Z.00r� � ''�' `--— , , � � r7o � s:� ,. _ _._. —-- _ ybT05 �" '-- l65 ,'`'--l65 !65 /65' r6a r�o �o� �0000a0000 �o����oaoo�oo /75 /75 77�'-— � ` /75 `—�r �,�� , , `_1� ��� �, .. ►•• ~` _` �_ �/L rJ� ��'_ —` ` � �� . . �`� �� /70 170.69 ` "- — 2.0% , !70 !70 2.O�o `'�' -""_—-- „`, 171�' � 3:7 -� �` �� ��`� - 166.3b ~ l65 ' '� ' ._ J65 /65 ! 165: 16C7 ' l60 ��C`���Jca������ l08 f0�oD0�OD0 .,.. /�� .. ,, , , /.�� ..// .J�� 1 �� _ _ .. ,, /��". . . . . , . . , . . . .�� �`. ,.� . . , . . . . �� �,1_ . . , , . � � �,... , . /} � 1 ~-� � ry �{ / / /'� 172.43�j ` — � --��y-/ -_ . ��V .. ��` `�`�.` ,`` �'�� l.Wdld .. ��.. Y.�lJ ...J�� ... �.V�fO —_ :� � �. ti� .. 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SHEET NO. � H9 1 32 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 2.U% (,:� 6:1 /`'� ,,. .. , . �� � � � � � � ����� r►^ . � � � ' ��V.. 159.55 154.12 �' ` -- - - �so= - - - - 6:� Z.o��a 6:� ��o 114��5o�a00Q0 158.80 - - - - - - - 158.14- - - - - - - , ir.�-{-a�o�o�ac�� 6:1 2.Q°!o ' 6:1 ; �----- - - 1b0.21 160.17 -- - _ 160 2,0°/a ✓��r fJ��o���0�� L�i4_ _ ,_ �'�� 6:1 /6CJ - - - - - - - � �_ 158.79 158.30 - - - - - - - - - , /����%J�a������ ! �.� 2.d% ' 6:1 � � - � - - -- -- - - -- - �-� - - '- -_ - --- -- 7�0 16Q.71 '1 b0.b5 %60 ������o������ ' ]�'j- - - --. 4.b% 2°.U% 7.4°l0 ' /60 ' , , �" '�'_. -�- - - - - - - - - - - - ;158.85 158.48 ���+Jc�o�Q���� bc1 2.046 5.3�0 - - _1 �--- - - -- 16Q.46 1b1.09 /60 ������o�����Q ' �7.� - ! - 8.1°Io 2;.U9�u 4.0°fa ' l60 ' 15$.64 158.69 �1����J�o��J���� . , , ' 6:1 2.fl°fo 4.3%0 - - - - - - -- - -- • , , � � -- -- sr �- J60- - - ` 160.76 161.11 /�C� ��.�f�J�o��'�0�� ' /60 ' b;l 2,0°lu 5.9% J60 158.74 15$.84 ib.� 2.0% 6.b% (l��f�Oo��Qi��� /60 - - - - -- - 1b0.59 160.64- - - - - -- - --I60 �i���a00000�o 1.8% 6:t 2.�% � l�0� - - - -- - --�=- � - - - - - ---'6-� - - - - - - - - - !60 7b0---------� - _ _ _ 6;] _ _ l�C� � � - - - - - - � � Q - 159.76 �! ` ` �� 158.b9 , 158.72 , , 158.72 3 L �,.... , , , ��, / , , ��, , , , ��, , / !'�/� , , ,, ,, .. �.o „ lll�.,, I ��o���o�� „ , :. //� ^�.. ��o��LJ�./�O �.�,.. �a o?� .... . . .. . . .. . . ..�. .�.�. 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'1 b0.d1. l�D 2.5% 2.0°fo �.� _ � - - - l - - - - - - - - - - - - - - - i _ ii���5ooa0000 l60 ' 161.39 1 b1.15 ! !60 ! ���fOQo���Q�� , 1.2% 2,0°fo 6:1 - - - - - - - - - - - - , U.8% 2.U% 6,� , r�a i�i.i9 �bo.5� - - - - - 'r�o r�a^ - - - - -- - �6o.6a - -- - - - -- - -- i�o. 160.14 rr���.�oo�oac�o ri���aoa�QOac� 2:0% � 2.0% 6, 6�� 5:1 6: 1 T6�'j- - - - - - - - - - - - - - - - - - - - - - , !60 /60- - - - - - - -- - --- - - - - - - -- - -- l60 159.7Q ��g.2� � - - - -- 160.20 160.21 i✓.����o�aoc��a ri��z.�oc���ooa 0:5% 6:1 2.�% 2.6�0 bl - - - - - - - -- -- --r- - - - - - - - - 7 � � " • f60- - - - - - - - - - - - - - - - - , _ � 4'� , J60 J60 160:32 ,1b1.14` 160 159.31 158.65 - -- ii�+a000QOOC�a �r����o�00000 � �a,a g.3�k 2.0°l0 6:1 6.1 6:1 - �_� - - -- -- -- - -y 6 - � {�0= - - - - - = - _ - - - - - - � - - - - - -. _ ` ' !60 J60 164.83 1 0.79 - � - - -- - -- 16C� � C� � _ , ° 159.41 159.OZ �� /�/'� /� 1�����o���Q�� ' �3� . „ //��0�'.o�lVa�J�O „ . 3 �,, '.. , ' �,.. o?� .... . . .. . . .. . . ..�. .�.�. 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SHEET NO. � H9 1 42 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 1.7% 2.0% _ �- - - - - - - - - ,'�-- — — — — 165.36 �16b.23 /65 l60 /60 ��'�f�J�o����a� /70 ' l70 /65 _ 2.Q� — — �— — — '_" '_ l�5 i a5.73 � �� � � � l65 , , , 4.1°l0 �2.5!°/n� - — — '� — y.� — ', l65 /60 ` , , , l�D ��-�'� r 163.06 164.48 �J�f��a������ 160�'"� � , !60 , / l55 155 /70 /7Q ��.�f��oQQ���� 7.8% 2.Q°lo �1 l65 — 'i b5.14- /�5' , —""_ r' � -! 163.81 /70 /70 f J J�f�J�o�����(� : � �-� . -- � - ���� . l65 _�9°4�— — _' '_"'�'�' 1 b5.41 !65 !70 /7l�' �.- — �-- — /60 /'�� !60 /65 6.0°l0 2.U�o � � -- �1 � "_ '— ,,�-'�` i ._ — — — — — 165.02 /65 163.52 , l55 /55 /6a l�0 i.�����000000� �.�.���0000a�o� l70 ' � �70 /70 17C� � � � — . . . � ^- - rr �� �_ . . .. -~!. -� . /65 — �4� � � � � G5.95 J65 !65 2'.d"lo ' ��— — ��`� — !65 � �------- 8.1°10 � — � � � � , — �- - -�- i64.32= � --"� 162.95 l60 ' // , !60 J60 , !�0' / / ! ! � l55 ' 155 J55 /�5 � r3��5oo�oaoo� r��-f-��a000aoo �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, , , , �, , , , , , �, , , . , , �, . �, �, , , �, �, .. 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N . , ' H9 1 51 � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 3.8% a l75 - - - _ 2.Olo 7 7°l0 ! l75 , 174.92 - -- _ ,_ 174.03 -- �� iTa �� t7o � � z.���o � ,� - b:� 6;� - _. � ` ` �. - - J��f�Qo�O���� /70 171.52 - - - - - - - 171.41 - - - - (70 5.��5oo�aoo�o - �.5�i4 Z.o�ra 7 !75 _1 b.i L75 7�__ _ - _ - � __ 3.O/0 Z.OlO ..;( _._J75 175.17 -- -- -- --� � � -- --� � �,�,�,�... - - - -- -�' 174,01 '-- -- . �- 1;72.82 ! , 173.32 rTO r�a : r�a ���.sb r7o 5/f�SoC?DDODO 5.��25qOD�D�Q _ _ rz5` i� 9� � '`�.,, a.o�o ! �..�.�a- - - - i�5 � 74.38 - ` '- - ,�- -- - - � _ ,�,_ 7.$% 2.0°to ! /75 17b.41 -- -._ 6:i.. ' l75 /7a 171.86 /70 173.56 �~ -' -` ----._ Jc J���o�Q�O�� , � _ /70 /70 5/f50oQ0000C? - - - _ , ` � , _ _ !75 ." " '-- `��T- -- �.9�6- - �3�,7 �'�175.Z2 ` i � ' � %75 174.65 172.44 l80 !80 /70 /70 - - - - - - - _ 3:� _ �.o��o .����.�o�ooao� /75 176.87 ,-.�. �'1 , /75 ' � � 173.93 � �' ` "-_ , �� ..._ _ 7.7�� - .�.0°� - - l � /70 /7C7 J75 - - �,.,�,�_�. - 3.� -- - --- J75 � -�.?k_.._ .�_ � � 174.79 175.16 J��f�J�o���0�� 172.88 , J70 Jc�f.�Qo������ ' 17C� t�fl .- - � .`� J80 -- , � � 6.2% 2.0°!a U7.48 -.. �, `3�� - - - - 4.3% 2.0% 6.5% /75 '" !75 J75 ` `( - »,� -- `. ` ._ „ !�5 174.33 1� 1` 174.81 _'",` -- � 174.OU , � ` _ , , � /70 !70 J70 ` l7Q � /( . J�2f�J�oOO�C��O 3� ,. ,, . �!.,��O o.������ . �.�, , �., , , �, ��.. �.p �, . �, �. �, , , �, , �, �, �. �, , , , �, �, �. �, , , , , �, .. �, �, , . .. �, �, .. Ok .�. , . , .. �3 ,. ,., ', ', ` �, ', '�. �UI] . . . -I�I ��l . . . ... ... �X� 35 3� 25 2� 15 1� 5 � f 5 1� 15 2� 2'S 3� ' 35 35 3C �5 2� 1� 1� 5 � 5 '1� 1� 2C 25 3� 35 N�w � .� . � , ' PROJ.REFERENCE NO. SHEET NO. � H9 1 52 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 I /75 0,0% /75 — — '-- � �„ �'1 ?•T �r� _� - � �.����►�� ,,. l70 ' 170.43 --�. _ � � , J70 ' , 167.98 - -- - ---- J��fa�o������ /75 p,p% !75 !, 4:1 �,� - - - - - - — � — -- � _ � - - - - — � ._ � � � /70 170.93 170:15 '— — -- _,., � _ !70 � - - Q 3 0 53�75QODD��O o� , �3 °�� —��1�1— ;X� 35 3� 25 2� 15 1� 5 � ` 5 1� 15 2� 2'S 3� ' 35 ' N�w � .� . � , ' PROJ.REFERENCE NO. SHEET NO. � H9 1 53 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 r�a i�o � �� i����� � �5 �� �� �� � �- -.�� b.� 2.0°/a , � � /70 170.�3 � `�•—.� � _� 'Z,•I !70 , , , , � ` , , � l65 —' '�-----� - -J65 16b.34 �Q�J��oQ���Q� ; l80 , l80' l80 /80 t�� l75 �,� � -_ ` �� ,��,z /%5 _ `` �—� !75 !70 '� '":_ i.4% 2.{�°lo /7Q �� � �`- � 2-.U% � 168.81 '�"r `�'� _'"' "`. - - - 1�2 49 � �� — — — /70 --"'"" �— � z � !70 /65 16b.34 /65 170.14 -.— .�, „ _ ���2�aQ����Q ' l65 ��f2J�oQ����� l65 l80 ` l80 l80 ' ; !80 L�5 /75 _ _ --� � ` _ �..� 177.22 �I — ' ' /75 . o � -- "` `� � ` , !75 /70 � ''� —� ` 6.19`0 2.fl�o /Z0 �� 2:0/a 3:I 3 174.24 � — -- -�_= �"_` --�� ?7 ' 168.67 . , . , . �� . , , , . . , _���� � ���� , ,� .,. . 17C7 171.6U l70 /65 ! , 165.83 ` � � — .� _ — — —l�5' 7C�fQOoC��C?JOC� �l f00o�0�000 ��o r�� r�o� — — — — �-- ,_ � � — — ��o ;�,,, ii5 179.99 .,�.� — — — — — — _ _ �,,,,,� �`� ��.J7 �• � � '. ! �. . . .. !�5 . . . . ,. �.,00� .. �.t �. �, I�5 ,.. 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SHEET NO. � H9 1 55 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 !�5 /75 _ _ _ - - - - � - - 3•� 2.0% 6,� T'T� - �'- Z-_-- � _ 172.00 -�•.� 2.U% s %71.28 �- �� iTa �� -- �� s:� �� r7o ��r7o �� .. �---- ._ ���, �� �70��� , -- � � , 1b9.71 -` - 167.12 � - - - - l65 !65 ��f�J�o�OQ���J i�f�SoQ����� /75 " /75 � � .�- �?�.,\� �' - - � 8.2� 2.0% /7� �' � � 171.84 `••,�,�Cl% 6.� , l70 /70 ` 170.96 -�'�-� ',�. � /70 -- -- 169.08 � ._ "` '- - 1b7.89 � -- ' � _ ' . �5�ooa�ooaoo . i��500�0�0�0 !75 ! /75 r�o� - - - - - - - -- - � �: 2.0% »>.�s�'�'`-�-�.- .� e o r�a rza' � ��c.Y� ' �:� r�o -0..�_ 4.6! -� - ._ ._ _ - - - - -_ _ ' 169.03 - - 167.74 ` ` _I I����Jco������ , ��f�J�o������ /75 ` /75 - - - -..--._._ i - --� ��L, Z.o�o /70 �'" �:,�, !70 !70 _ 6:i l7(�' 169.77 -� _„_ 2.0°fo 17G.i7 ' ---> > „ , , �'� 169.05 '�" l65 16b.52 - - ---l65 T����0��0��a l t�S�oC�OQ�QQ i i � __ � _ l70 "" :1„1 0 /7C7 J70 - i 170.�'' 2.U,% 6.1% ._ /7� 1v°.�� "r- � 2.Olo +�:1 1b9.28 � '�_ � � � - - - - ! -. /65 1b6.78 - - - -J65 J65 ' 165 ���2.�000aaoo �,��i.�oaaaaoa __ _ _ ``� '--- o.2p�o 2.o°ro r�a -' ..._.,.� _ �.� iTO .r�o `'--- _ . � r�o 1b9.44 `` `` �- 2.0°l0 6ci 164.46 � � -' -- ►� �' , � , � � �, 166.76 - - - - - - - - , 166.90 � '-` � - ,._ � - - � /65 !65 J65 /�5 � ���000�oa000 ����aoaa�a�o �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, . , , , �, , , , , , �, , , . , , �, . �, �, , , �, �, .. 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SHEET NO. � H9 1 56 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 /70 /70 - - - - - - - - - - - - - - - - �- , ,- ..._ _ ,_ , 7�'f2J�o�1OOOC�C) l70 , l70 ����.�o�o�a�Q ✓�o ��a i 8 f0�oD00�00 r�a r�a 7�f50o00�000 �:� 0.5°�0 r�o- -- -- - - - - - - - - -;-..__ � �:� �7a 16919 '_" — — _ ! - - - �- _ 167.53 — - l��-T J�oODC�ODC� l70 /7Q _ , T 9�25o00D0�D '" " --- -- -�� �; �.z�ro z.a8r� �:� rTO i�o.�� -�- ,._� — t7a 168.39 — _ ��fJ�OQOC7C�CC1C� !70 ! 17r� rT5 r�5 ?9f(�JoC�C�C?a(�J - - - - - - -- - -- —� ` �_ _' ._ � 3'�-- — .�2.0°l 7 171 61 �'r . �/ � . ,,. ��1 �� �� , /�O , ',. 169.45 — _",-- — l�f�J�o�a���Q J70 " l7� ����5o���oao — — — — — — — — �_ _ _ ��5 _.._ � '`� — `- — 3'> >,— z o�i� �:� r�a ���.�1 L �,.._ ,` _ ` iTO .r�o r�o 169.57 �--- .-� , _„_ _ � TT�OOo�OQO�C� 78 fS�o�OQ�(��? ————— � , Q �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, , , , �, , , , , �, , , , , �, . �, �, , , �, �, .. 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SHEET NO. � H9 1 58 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 �--- _... _, J�5 , ` ` _ , �7 ��. ��',,. 2..�8�U I. i . , . i. . !�lJ . ���.�/ . . .... �:}:�, , ��V � . � - ���� , . . ��.�� . . . ,. . , i . � ���� i . , i .. 168.03 ` _' — � ..._ l65 /65 ���-ooa000aoo - - - - _ ` ,_ .��. — — � �.o��a r�o ` i�i.i� �-- _ s:i r�a r75" �-- _. — _ r�5 � `'--� — _ , _ - -_ ,._, , �.�r z.o�o 168.56 , � � _ � l65 , l65 /7a 171.90 --�� � �� ?.•� /70' 8,3fi 5o�DDQQO ! ! 167.85�1`� ------� , l65 ` � l�5 �'���J�o�Q�OI�Q � � �' 3.9% 2.0°fo /70 170.14 _ 6�1 , !70 , ]68.03 --- l75' l65 !65 /75�" "` '_- --.> >_ ,' y �� 4..1% 2.0% Cg.��Jc�o������ ' /7C? 171.99 . � -� ,....„� 'Z•I , /7�' � � �� � � � /70 6.6°� 2.0°/a , , 167.80 " ' -- ,- ` � _ — ,_ 5:� 17C7 J65 /65 ;168.90 — - — ���,�Qo�����a 167.15 � 1 � - - ��5 8.����o�oa000 ��� �75—� -- — .�� . ��5 i "' — ��— 3�l 2.fl% i 172.24 {� .-- � ,,' ` .._ � 6;1 2.0°la !70 J70 ~'�`�–►, `��) !�0' �_ _ � _ _ 5,, �,� _ . _ _ 168.00 � �. _ _ — - -�--- '--- 167''.91��. ,'_' _' '_` ._� � /65 1b6.48 ' !65 J65 /�5 � � 8.�fODoDODDDO 84��25oDa�0DD �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, , , , �, , , , , �, , , , �, . �, �, , , �, �, .. 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' ' :.�' =: T L � ' ' �' '' = i r - .,� _ � � ..\ ....�\ . ., .� V W � _ CITY OF RALEIGH w z � z � INDEX OF SHEETS '—' o � Z , � _ �; �- ; - � =�� � � � ,� , , � � � � g . , � N O RT H CA RO LI N A � TIT�E � � Q � � � _ o ��� � , �� . ���� � �,.� � � � � �� ��� ������ ��� ' ' 1A SYM BO LOGY S H E ET � � � ,� ? � w �,� �� �,�, ; �� � �. � � , ., " , o �� �� �� ����� � 1 B TH RU 1C NOTES ��.� � � u�iw `° � o � _,oC �� Y � � w °° ., ' - ; �, ���� � °����� � - � �� �� ��, A �������� ���� ��������� � ���� 2 TH RU 2 D TYPICAL S ECTIO N S & D ETAI LS � � � � � z - z��� � � � � � � /� � ;; ' WORTHDAL� z ��� ��� � ������� � � -���� �°�'��� ��� ������ N E U S E R I V E R T I�/'--'�I L S 2 E T H R U 2 K LA N D S CA P E P LA N S '� � PARK � � �. = �,Q� , U � � � �� � . 3 DRAINAGE & PROPERTY SUMMARIES � � ,. _. WALN UT RE E K 3A THRU 3E EARTHWORK SUMMARY d� �� Q , , � � , �� � _; �� o __. „ ° ,/ .. '� � � � 0� ��� ��°� � o�o ,�` �� , , � � � � H � � � - 2- a�� � � ����� -� ���� SIGNING SUMMARY AND DETAILS � � �� o � � � � ���� ������������ ��� � ������� � ���� 4 TH RU 12 P LAN & P RO FI LE S H E ETS �'� �'�� , , , .. �' ��� o � � �� ����� �� X- 1 THRU X- 13 CROSS SECTIONS ; �, � , :, . , , � . . ���< �� r ti � , � _ �� = , , �� �, � _ , � , . � � �v � � � � , � � � � � �i , � � � � z �� r. ��� � � �� � � � LO CATI O N : � �� �� , � � LJ RI�ES , - � �� � =� �� �� � �, , , � -Y 1 - ��,� � � ������, ��� � FRO M W O RTH DALE PA RK ti � � �� � N�� c� `�c� O,o � , _ �,P` � a. � ��� . ��,� TO N EW HOPE ROAD � o �� . , �- � c�Q ��� � � � `� � q � � _ _ , `_ . RR� �� �� � � �1 ; ��' � � Q . , : „ , . ,� , , � ' �_ =WB- - �I � Q O � �% : : . � , �, \ . _ � �� � oc o . ,� � �, w � � �� � TYPE OF WORK : _ w W W , ,. , _ � � a � =� � � _Y 1 � ,� �� � ���� � � �� � GRADING, PAVING, STRUCTURE, DRAINAGE, a o U o = VICINITY MAP EROSION CONTROL LANDSCAPING -WB- STA. 11 + 70.00 = _ � -Yl- STA. 18 + 0. 0 ~ � � 7 7 � � w � _ B_ z o z END CONSTRUCTION J � TI E TO EXISTI NG TRAI L Q -Ll- STA. 33 + 73.57 -L2- ' � BEGIN CONSTRUCTION � -L2- � � TIE TO EXISTING TRAIL ' -Ll- STA. 10 + 17.55 L1 - - �,� �, , � � WORTHDALE � � . , � � � � �� � / W N � �N C � � � \ � � " � ' � � � Za�o. a�`o. � U / � O _O p � . . _ H w • � � 0 3 , BEGIN CONSTRUCTION , } � = M M � � ` _ . � ww � � � = � � , � TI E TO EXI STI N G TRAI L �.q ��� ������ �-���� ��� m � � Q °' �' � � �� � � � � � � � �..�..� � -L2- STA. 1��0 + 00.00 �Ci � - � �� ° �� - T - � a � '�F w cn cc� °` C� , a � a � ALIGNMENT EQUALITY g O� (1� a " /� POC STA. 54 + 44.51 -L2- = � ��'B - - _ ,�� POC STA. 10 + 00.00 WB O� O� � Rp E N D P ROJ E CT � '�� END CO UCTION v ,� -WB- A. 15 + 2 0.00 �'F � 5�.� �is �� r ����������� ����� F� �� NOT YJSE FOR C�NS'P"IRYT�TIImN � � � �, s�.�.� �ti 11 B TT M � -U3- �F O �Q� DATE: NOVEMBER 23, 2011 ' 1 1 '��' � REVISIONS: � ' NO. DATE ��� 11 T P � � � -LJ 1- PROJECT NO.: GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH H 9 O O 1 . O O DESIGN SPEED = 20 MPH LENGTH OF GREENWAY = 1 .390 MILES SCALE: 50 25 0 50 100 50 25 0 50 100 10 5 0 10 20 LENGTH OF BOARDWALK = 0.000 MILES LEAN ANGLE = 15 DEGRESS LENGTH OF BRIDGE = 0.000 MILES PLANS PROFILE (HORIZONTAL) PROFILE (VERTICAL) FUNC. CLASSIFICATION = GREENWAY LENGTH OF PROJECT = 1 .390 MILES = H `/ � w i--i � z W z cn z o ,� � � � o g � � V Q U o^o � � ,� z � w � O c� � w � � C7 WATER: aN � J �' o � a c� cn �a rn Z H w BOUNDARIES AND PROPERTY.• �41�OADS: T�EGETATION.• Water Manhole O U � Water Meter o ��,� d�� �� o State Line ----- ____- Standard Gauge Single Tree � � I ��� a W Coun Line RR Signal Milepost Single Shrub � � Wa ter Va lve � ���� � ���� o � � • Hed e � Water Hydrant � �' Township Line Switch 9 Ci Line RR Abandoned - Woods Line Recorded la/G Water Line W � Reservation Line RR Dismantled Orchard � � � � Designated U�G Water Line (S.U.E.* - - - -W- - - - Pro e Line RIGHT OF WAY.• Vineyard Vineyard Above Ground Water Line A�� Water p �' J o Baseline Control Point � �"� Existing Iron Pin EIP EXISTING STRUCTURES: N� Property Corner � Existing Right of Way Marker 0 � MAJOR: TV Satellite Dish C ~ 0 Property Monument 0 Existing Right of Way Line � � Q Parcel/Se uence Number �23 Proposed Right of Way Line R Bridge, Tunnel or Box Culvert �oN� TV Pedestal ❑� � p� O q � Bridge Wing Wall, Head Wall and End Wall - � �oN� ww � TV Tower � w � OC Existing Fence Line Proposed R�ght of Way L�ne w�th R Iron Pin and Cap Marker MINOR: U/G TV Cable Hand Hole "" w J a Proposed Woven Wire Fence e � Proposed Right of Way Line with R Head and End Wall �oN� Hw Recorded U/G TV Cable T� U Q � Proposed Chain Link Fence � Concrete or Granite Marker Q 2 ^ Pipe Culvert Designated la/G TV Cable (S.U.E.*) - - - -T�- - - - � _ Proposed Barbed Wire Fence Existing Control of Access � Footbridge �--------� Recorded l�G Fiber Optic Cable T� F° � � W Existing Wetland Boundary - - - -W�B- - - - Proposed Control of Access �B Desi nated la/G Fiber O tic Cable S.U.E.* - - -T� F�- - - � Z Drainage Box: Catch Basin, DI or JB ❑ 9 p � ( � - z Proposed Wetland Boundary W�B Existing Easement Line E J �j Paved Ditch Gutter Q Existing Endangered Animal Boundary EAB Existing Greenway Easement Line --- -- --- Storm Sewer Manhole �s GAS: � Existing Endangered Plant Boundary EPB Proposed Temporary Construction Easement - E Storm Sewer S Gas Valve 0 BUILDI11tGS AND OTHER CULTURE: Proposed Permanent Greenway Easement PGE Gas Meter � Gas Pump Vent or U/G Tank Cap o Proposed Permanent Drainage Easement PDE UTILITIES.• Recorded l�G Gas Li ne � Sign o Proposed Permanent Drainage / Utility Easement DUE _ _ _ � POWER: Designated la/G Gas Line (S.U.E.*) - -�- - � Well o Proposed Permanent Utility Easement PuE � � � 0 A/G Gas � Existing Power Pole � Above Ground Gas Line > N ° � �� Q Propose d Temporary U ti li t y Easemen t TuE W a = � � 3 � Small Mine �' P r o p o s e d P o w e r P o l e b � � M M � o � � J � � N � � Foundation � P r o p o s e d P e r m a n e n t E a s e m e n t w i t h ♦ a Iron Pin and Cap Marker � Existing Joint Use Pole � SANITARY SEWER: m � � � � � � � W � - � � Area Outline ROADS AND 1eELATED FEATURES: � Proposed Joint Use Pole � Sanitary Sewer Manhole OO Q � Cemetery fi a Existing Edge of Pavement Power Manhole � Sanitary Sewer Cleanout O a � C� Building Existin Curb — l�G Sanita Sewer Line 55 g 9 Power Li ne Tower � 'y SCI'lOOI a Limits of Disturbance Power Transformer � Above Ground Sanitary Sewer A�� Sanitary Sewer Church � Proposed Slope Stakes Cut - - - � - - - I,VC; Power Cable Hand Hole HH Recorded SS Forced Main Line FSS Dam Proposed Slope Stakes Fill - - - F - - - H-Frame Pole �� Designated SS Forced Main Line (S.U.E.*) - - - -F55- - - - HYDROLOGY.• Temporary Silt Fence Recorded la/G Power �ine P Stream or Body of Water Temporary Tree Protection Fence — ' ' - Designated l�G Power Line (S.U.E.*) - - - -P- - - - MISCELLANEOUS: Hydro, Pool or Reservoir � � Temporary Combination Tree -x x x- Utility Pole � Protectior✓Silt Fence Utili Pole with Base Jurisdictional Stream �S TELEPHONE: � 0 Pro osed Wheel Chair Ram wcR Utili Located Ob'ect o ����T������S���II��� Buffer Zone 1 Bz � p p 0 Existing Telephone Pole � � � Buffer Zone 2 Bz � Existing Metal Guardrail T T T Proposed Telephone Pole � Utility Traffic Signal Box ❑s 100 Year Flood Plain �oo Proposed Guardrail T T T T Telephone Manhole � Utility Unknown la/G Line 7UTL 500 Year Flood Plain 50o Existing Cable Guiderail n n � Telephone Booth ❑� la/G Tank Water, Gas, Oil � A�G Tank Water, Gas, Oil � DATE: NOVEMBER 23, zoii Floodway Fw Proposed Cable Guiderail n n n n Telephone Pedestal T❑ �' G REVISIONS: Flow Arrow � --- --- Equality Symbol � Telephone Cell Tower ,�, U�G Test Hole (S.U.E.*) � No. DATE Disappearing Stream �--- --- Pavement Removal l.V� Telephone Cable Hand Hole HH Abandoned According to Utility Records AATUR Spring �'����_---� T End of Information E.O.I. Recorded U/G Telephone Cable Wetland � PROJECT NO.: Designated U�G Telephone Cable (S.U.E.*) - - - - -T- - - Proposed Lateral, Tail, Head Ditch T� H 9�01 . 0 0 � F« Recorded l�G Telephone Conduit False Sump Designated U/G Telephone Conduit (S.U.E.*� - - - -T�— - - — SCALE: NTS Recorded l�/G Fiber Optics Cable T FO Designated la/G Fiber Optics Cable (S.U.E.''`� - - - -T Fo- - - - = H GENERAL NOTES N OTES W °` THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS � z � z THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE ASSOCIATED WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES FROM THE J o � � g A P P L I C A B L E R E Q U I R E M E N T S O F T H E J U L Y 2 0 0 6 N C D O T S T A N D A R D S P E C I F I C A T I O N S F O R R O A D S A N D S P E C I F I C A T I O N S O R D R A W I N G S A R E D E E M E D N E C E S S A R Y B Y T H E C O N T R A C T O R, D E T A I L S O F S U C H W c� � } STRUCTURES. UNLESS NOTED OTHERWISE IN THESE PLANS OR ASSOCIATED SPECIFICATIONS DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER IN WRITING FOR REVIEW. NO w = z N z DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF � � � o = ^ W ALL DEMOLITION SHALL BE APPROVED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT. THE OWNER. O � w w �? � � � N � J p� � � d N (n � 01 Z ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL U `� INSPECTIONS, CERTIFICATIONS, PERMITS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. � .. o ���� ��°� � �' WHERE ASPHALT SECTION IS REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF � I �� � W DEMOLITION TO OBTAIN A CLEAN EDGE. S E Q U E N C E O F C O N S T R U C T I O N A C T I V I T I E S � � I �� o � bds� ��� ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS 1 . A PRECONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE START OF ANY CONSTRUCTION INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES ACTIVITIES. A MANDATORY PRE-CONSTRUCTION MEETING WILL ALSO BE REQUIRED WITH THE LAND TO BE REMOVED FROM REMAINING VEGETATION. QUALITY SECTION OF NCDENR BEFORE LAND DISTURBING ACTIVITIES BEGIN. CALL 919-791-4200 TO SCHEDULE A MEETING. CONTACT CITY OF RALEIGH PARKS AND RECREATION DEPARTMENT TO SET UP A PRE-CONSTRUCTION MEETING PRIOR TO LAND DISTURBANCE. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED 2. INSTALL CONSTRUCTION ENTRANCES AS NEEDED AT LOCATIONS SHOWN ON SHEET 1 D. OTHER STAGING J PRIOR TO PRE-CONSTRUCTION MEETING. AREAS WILL NEED TO BE DISCUSSED WITH CITY OF RALEIGH PRIOR TO THE START OF CONSTRUCTION. H CONTACT THE CITY OF RALEIGH AT (919)516-2837. NO GRADING IS TO OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES. O 3. DETERMINE AND MARK LIMITS OF DISTURBANCE. � 0 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, � � Q ETC. THAT MAY BE REQUIRED. 4. INSTALL TREE PROTECTION FENCING, SILT FENCE, COMBINATION FENCE AND, SILT FENCE OUTLETS. � p� O SILT FENCE OUTLETS SHALL BE INSTALLED PER FIELD LOCATED LOW POINTS AND AS SHOWN ON � THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE APPROVED PLANS. W � MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE �J,J W W REMOVED FROM THE SITE ON A DAILY BASIS. 5. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. CALL FOR ON SITE INSPECTION BY � J a ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE. U Q O RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S). 0 = 6. TOPSOIL AND STONE BASE REMOVAL AND/OR STORAGE AREAS SHALL BE CONTAINED WITHIN THE � _ > EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST PROPOSED LIMITS OF DISTURBANCE. � > AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO � �C W BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S 7. BEGIN GRADING & CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. z O z REPRESENTATIVE IMMEDIATELY. INSURE THAT SEDIMENT LADEN WATER IS DIRECTED TO SEDIMENT CONTROL DEVICES. J � CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. ALL 8. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT Q UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING RAINFALL (0.5 INCHES OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS. � CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR. 9. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER. CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. 10. INSTALL STORM SEWER SYSTEMS AND CULVERTS AND PROTECT INLETS WITH INLET PROTECTION. INSTALL CULVERTS IN JURISDICTIONAL AREAS ACCORDING TO NCDOT BEST MANAGEMENT PRACTICES FOR � ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL. CULVERT INSTALLATIONS IN STREAMS WILL � EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA. REQUIRE DEWATERING BY USE OF COFFER DAMS/IMPERVIOUS DIKES AND PUMPS TO MAINTAIN WATER � � � � � QUALITY STANDARDS, PER DETAIL ON SHEET 2C. CULVERT TO BE CONSTRUCTED IN THE DRY. W � ° � � ° Q C O N S T R U C T I O N/S A F E T Y F E N C I N G R E M O V E D T O F A C I L I T A T E A C C E S S B Y T H E C O N T R A C T O R F O R C O N T R A C T O R T O C O O R D I N A T E W I T H E R O S I O N C O N T R O L I N S P E C T O R. A N Y T E M P O R A R Y C O F F E R D A M S H A L L � o Z o o � � W o = co ao 3 CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN BE CONSTRUCTED OF MATERIALS SUCH AS SHEET PILING, SANDBAGS OR CLEAN CLASS 1 RIP RAP OR Q � c� M M � Z ,� Ww � � � TRAFFIC AWAY FROM HAZARDOUS AREAS. LARGER STONE THAT WILL NOT CONTRIBUTE TO TURBIDITY OR SILTATION OF THE WATER BODY. A m N � Q °' �' � � TEMPORARY SEDIMENTATION BAG SHALL BE USED PER NCDOT STANDARD DRAWING NUMBER 1630.06. o � `� � ~ " " w DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED SANDBAGS SHALL BE OF THE FILTER FABRIC TYPE, DOUBLE BAGGED AND INDIVIDUALLY TIED TO Q � IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PREVENT SAND LEAKAGE. THEY SHALL BE PLACED AND REMOVED MANUALLY TO PREVENT SPILLAGE. ONLY w � PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE CLEAN SAND, FREE OF DEBRIS, SILT, FINE PARTICLES OR OTHER FOREIGN SUBSTANCES, SHALL BE °` � a DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE USED TO FILL THE BAGS. THE COFFERDAM SHALL BE ENTIRELY REMOVED IMMEDIATELY UPON Z MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION. COMPLETION OF WORK. DURING PERIODS OF WORK ACTIVITY, FLOW IMMEDIATELY DOWNSTREAM OF THE g a WORKSITE SHALL EQUAL FLOW IMMEDIATELY UPSTREAM OF THE WORKSITE. ALL OTHER OPTIONS WILL CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AND OBTAIN APPROVAL FROM NEED PRIOR APPROVAL. SEE SHEET 2C FOR DETAIL. NO DIRECT PAYMENT SHALL BE MADE FOR THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR WORK OF INSTALLATION, MAINTENANCE, AND REMOVAL OF IMPERVIOUS DIKE(S) AS DESCRIBED IN THIS TO CONSTRUCTION MEETING. PROVISION. PAYMENT FOR SUCH WORK SHALL BE DISTRIBUTED AMONG THE VARIOUS PAY ITEMS. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO 11 . AS AREAS ARE BROUGHT UP TO FINISH GRADE, SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR LANDSCAPING. SEED ALL AREAS WITHIN 14 DAYS OF COMPLETING ACTIVITY. PERMANENT GRASS SHALL OTHER OBSTACLES ETC SHALL BE APPROVED BY CITY OF RALEIGH. BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE. ANY DISTURBANCE OF THE 12. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED PATTERNS OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. THEN REMOVE ����,������;� ��,��� CONDITION PRIOR TO DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS. �� N°T �SE F°R ��NS����TII�N ACCORDING TO DETAIL. 13. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY ENVIRONMENTAL CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY CONTRACTOR WITH OWNER'S OFFICER. OBTAIN CERTIFICATE OF COMPLIANCE. REPRESENTATIVE AND PROPERTY OWNER PRIOR TO CONSTRUCTION. 14. CONTRACTOR IS REQUIRED TO MAINTAIN A WEEKLY WRITTEN REPORT OF SEDIMENT AND EROSION CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL CONTROL DEVICES. DATE: NOVEMBER 23, zoii PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3' BEYOND ASPHALT EDGE REVISIONS: OF TRAIL OR WITH IN REQUIRED DRAINAGE DITCHES. TRIM UP BRANCHES OF TREES TO PROVIDE 8' No. DATE VERTICAL CLEARANCE. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS NEEDED PROJECT NO.: OR DIRECTED BY THE EROSION CONTROL INSPECTOR. IF ADDITIONAL MEASURES ARE REQUIRED IN ADDITION TO THE PLANS, COMPENSATION WILL BE PROVIDED PER THE CONTRACT PROVISIONS. H9OO 1 . 00 ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER SHALL BE SEEDED BY CONTRACTOR. SCALE: NTS N TE � � W O S � � Z w z � z o � � � � o g EROSION CONTROL NOTES COMPACTION NOTES � � Q U � � TOTAL ACREAGE OF DISTURBED AREA IS 21 .83 ACRES TOTAL PROJECT AREA IS 1 901 .26 ACRES. STRUCTURAL FILL BENEATH THE PAVED AREAS SHOULD BE PLACED IN UNIFORM LIFTS OF 8 INCHES OR � � � ,� z � W � � LESS (LOOSE MEASURE) AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AND � � ° _ � � ACREAGE OF PERMANENT AND TEMPORARY SEEDING IS 35.8 ACRES. ' 0 � w w �' ° c� SEE CONTRACT DOCUMENTS AND SHEET 2D FOR SEEDING SPECIFICATIONS. WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE AS DEFINED BY THE STANDARD PROCTOR COMPACTION Y � � w , � TEST. HOWEVER, THE UPPER 12 INCHES OF THE FILL PLACED SHOULD BE COMPACTED TO 98 PERCENT � a N � � � ° Z O F T H E S T A N D A R D P R O C T O R M A X I M U M D R Y D E N S I T Y. T O C O N F I R M T H A T T H E S P E C I F I E D D E G R E E O F � � ON-SITE BURIAL PITS ARE NOT ACCEPTABLE. COMPACTION IS OBTAINED, FIELD DENSITY TESTING SHOULD BE PERFORMED IN EACH LIFT BY A SOILS U � � TECHNICIAN. d � o ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE/COUNTY ���� I �°��� � W E R O S I O N C O N T R O L O R D I N A N C E A N D I S S U B J E C T T O F I N E. 2 0 0 6 N C D O T R O A D W A Y E N G L I S H S T D. D R A W I N G S �' � Z b I �� o � STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN �'� �'�� TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY BRANCH - N.C. DEPARTMENT OR TRANSPORTATION - RALEIGH, N.C., DATED JULY 18, 2006 ARE REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS OF COMPLETION OF GRADING. STD.NO. TITLE DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES DIVISION 2 - EARTHWORK J THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED. 200.02 Method of Clearing - Method II � ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL DIVISION 3 - PIPE CULVERTS Q REPRESENTATIVE OF THE STATE/COUNTY STORM WATER MANAGEMENT SECTION AND THE LOCAL 300D.01 Method of Pipe Installation - Method 'A' � Q INSPECTIONS DEPARTMENT. _ � � Q DIVISION 8 INCIDENTALS � � O CONSTRUCTION, MAINTENANCE, REMOVAL OF ALL EROSION CONTROL DEVICES, ALL FINES, LEGAL 838.01 Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90° Skew � FEES AND RESTORATION COSTS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE 838.80 Precast Concrete Endwall - For Single 12" thru 72" Pipe 90° Skew w � NOTED. 848.01 Concrete Sidewalk w W W 876.01 Rip Rap in Channels � J a A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 876.02 Guide for Rip Rap at Pipe Outlets U Q O 876.04 Drainage Ditches with Class 'B' Rip Rap Q = CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT AND FOLLOW THE � _ > RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPLETION AND PAVEMENT DESIGN, ETC. ADDITIONAL NCDOT STANDARDS NOT ON THE LIST ABOVE MAY BE REQUIRED AS PER PLAN DETAILS AND � > SPECIFICATIONS. � pC W z � z EROSION PROVISION J � Q THE CONTRACTOR SHALL BE REQUIRED TO TAKE EVERY REASONABLE PRECAUTION THROUGHOUT THE � CONTRACT TO PREVENT THE EROSION OF SOIL AND THE SEDIMENTATION OF STREAMS, LAKES, RESERVOIRS, OTHER WATER IMPOUNDMENTS, GROUND SURFACES, OR OTHER PROPERTY AS REQUIRED BY THE SEDIMENT POLLUTION CONTROL ACT OF 1973 AND THE 1974 AMENDMENTS TO THE ACT. FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF THE EROSION CONTROL PLAN OR TO PERFORM EROSION CONTROL WORK AS DIRECTED WILL RESULT IN THE ENGINEER, INSPECTOR SEEDING ~ ~ OR NCDENR NOTIFYING THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS. IN THE EVENT THAT THE W � o CONTRACTOR FAILS TO BEGIN SUCH REMEDIAL ACTION OR FAILS TO BEGIN EROSION CONTROL WORK A. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER-DRAWN SEED DRILL COMBINATION CORRUGATED > N � � =o � WITHIN 24 HOURS AFTER RECEIPT OF SUCH NOTICE WITH ADEQUATE FORCES AND EQUIPMENT, THE ' � Z � � � � Q EN GINEER MAY PR O CEED T O HAVE THE W ORK PERF ORMED WITH OTHER F OR CE S. N O PAYMENT WILL BE ROLLER-SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED METHODS TO � o 0 0 � P R O V I D E E V E N D I S T R I B U T I O N O F S E E D. } � =M M � o � MADE TO THE CONTRACTOR FOR WORK PERFORMED BY OTHERS. ANY COSTS INCURRED BY THE CITY DUE a W `-' � � ' Z � � w � � � TO THE FAILURE OF THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS WILL BE BORNE BY THE m N � Q °' �' � B. DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL AREA o � � � � � � w C O N T R A C T O R. S U C H C O S T S W I L L I N C L U D E C I V I L P E N A L T I E S A S S E S S E D F O R S O I L E R O S I O N A N D WITH A ROLLER NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS � � SEDIMENTATION CONTROL VIOLATIONS. PER FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY. a � � C/) ANY COSTS INCURRED BY THE CITY FOR WORK PERFORMED BY OTHERS AS PROVIDED ABOVE IN THE � EXCESS OF THE COSTS THAT WOULD HAVE BEEN INCURRED HAD THE WORK BEEN PERFORMED BY THE C. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF THAT Z CONTRACTOR WILL BE DEDUCTED FROM RETAINAGE OR OTHER MONIES DUE THE CONTRACTOR OR HIS WHICH CAN BE MULCHED ON SAME DAY. g CONTRACT. D. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO 4 INCHES OF SOIL DEPTH. MISC - WETLANDS. TREES. STORM PIPING CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. CONTRACTOR SHALL MAINTAIN A MULCHING AND MATTING WETLAND SEEDING MIX ON SITE TO BE APPLIED TO TEMPORARILY DISTURBED WETLAND AREAS AS A. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS DIRECTED BY ENGINEER IN THE FIELD. WETLAND SEED MIX IS PROVIDED IN THE SPECIFICATIONS IN THEN THE FOLLOWING: SECTION 02910. ����������;� ����� 1 . SLOPES FROM 5:1 OR FLATTER BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE �� N�T �SE F�R ��NS����TII�N WETLAND LOCATION/DELINEATION BY ESI DATED 12/2006 RATE OF NOT LESS THAN 92 LBS. PER 1000 SQ.FT. 2. SLOPES GREATER THAN 5:1 MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE STAPLES LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION AT 5 FOOT INTERVALS, IMMEDIATELY AFTER SEEDING. AND MATCH PIPING TO DITCH CENTERLINE. 3. USE TACK TO PREVENT DISRUPTION OF MULCH. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS B. FOR TACK USE AN ASPHALT TIE-DOWN OF EMULSIFIED ASPHALT GRADE AE-E OR CUT-BACK ASPHALT DATE: NOVEMBER 23, zoii REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. IF EGREGIOUS VIOLATIONS OCCUR AS GRADE RC-2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF REVISIONS: DETERMINED BY THE OWNER, REPLANTING MAY BE ORDERED AT A COMPENSATORY RATE AT THE TACKING STRAW MULCH. No. DATE CONTRACTORS EXPENSE. C. OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER. ALL STORM PIPING SHALL BE HDPE DBL WALL-SMOOTH INTERIOR EXCEPT WERE OTHERWISE NOTED. SEE DRAINAGE SUMMARY SHEET. D. EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER PROJECT NO.: ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED. APPROVED PLANS. H9001 . 00 CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS). PROTECTION SCALE: NTS ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING A. PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER GRADES UNLESS OTHER WISE NOTED ON THE PROFILE. APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER-DAMAGE. = H PROVIDE A SAFETY RAIL FOR THE L7 � W � � Z ; , FOLLOWING CIRCUMSTANCES: w o `� g 4� � � 3' 3' SHLD. � 5' � 5' 6' SHLD. J � � o a ' USE INSET 1 WHEN SLOPE >_ 3:1 AND DROP OF 6' a w � � SHLD. � CONDITIONS PERMIT i 4' W/ SAFETY RAIL SLOPE >_ 2:1 AND DROP OF 4' p� ; a � � � � � i SLOPE >_ 1 :1 AND DROP OF 1' � � � ,� z � W ' ; i GRADE 3, POTENTIAL 0 �s w � � o � � � ORIGINAL GROUND , ; i P O I N T C� SAFETY RAIL � N � J � " � 2 � � � � a r�.i v=i a o, Z ' 3�1 ; ORIGINAL GROUND 6:1 MAX• � 0.02 � � 0.02 '—' � � � 0.02 ; . , � � � 1 � '� M�. U , � 3. , ��, ,, � . � .. ,�.� ; ��� o ; ' r ?'1 /� � ��°�� � o�o .,, r. ' , , 2•� M I ; , � � � ' ; ,qX , i ORIGINAL GROUND � � � � � � Z � ' ' T ' � GRADE TO THIS LINE T b��� � ����� o � ' J1� � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� s„ � .11 ' Vl � � � � � ' NOTES: INSET 1 ASPHALT TRAIL TYPICAL SECTION - TRANSITION SUPERELEVATION AS SHOWN ON PLANS - TYP. DISTANCE IS 10'. - USE 6' SHOULDER IN FILL SECTIONS AND 3' SHOULDER IN CUT SECTIONS. J CHAIN BEGIN STATION END STATION ~ PAVEMENT SCHEDULE -��- (BE�iN coNSTRUCTioN� 10+17.55 24+48.17 (SUNNYBROOK ROAD) � -L1- (SUNNYBROOK ROAD) 25+25.85 33+73.57 (END CONSTRUCTION) ~ � ~ � Q PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE -L2- (BEGIN CONSTRUCTION) 10+00.00 54+44.51 (EQUALITY) � p� O C1 COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 224 LBS. -Wg- (BEGIN CONSTRUCTION) 10+00.00 15+20.00 (END CONSTRUCTION) Q p� PER SQ. YD. W � -Y1- (BEGIN CONSTRUCTION) 10+00.00 18+70.70 (TIE TO -WB-) �J,J W Wa J1 PROPOSED 6" AGGREGATE BASE COURSE. � Q O U o = � _ � S PROPOSED 5" CONCRETE SIDEWALK � � W z � z J � T EARTH MATERIAL. Q � V1 GEOTEXTILE SEPERATOR FABRIC � � � � � � J � U � � N Ln lN �O H V � � � � Z V W o =o°o a�o 3 � � � � � � c� cn a� O Z � � wrnoi v� � � — � rnrn °o vc=i� � H � � � w � w � � a w � �/1 a V J � Z g a � 1' SHLD. 2.5' � 2.5' WIDTH VARIES i ORIGINAL GROUND � GRADE � POINT S � = i 2'1 i /�j,� 6:1 MAX. � 02 � i 02 \ 6'1 MAX i q�;1 � ����,���z���� ��,��� a �� NOT YJSE FOR C�NS'P"IRYT�TII�N T 5„ i GRADE TO THIS LINE a �.� ����.�o ��� � . i T ORIGINAL GROUND TYPICAL SECTION #2 DATE: NOVEMBER 23, 2011 REVISIONS: NO. DATE CHAIN BEGIN STATION -LJ1- (BEGIN CONSTRUCTION) 10+00.00 11+15.75 (END CONSTRUCTION) -LJ2- (BEGIN CONSTRUCTION) 10+18.97 14+27.27 (END CONSTRUCTION) PROJECT NO.: -LJ3- (BEGIN CONSTRUCTION) 10+14.31 13+49.96 (END CONSTRUCTION) H 9�� 1 . 0 0 SCALE: NTS DESIGN CRITERIA NOTES = � $� M�• STEEL FENCE POST W � VARIABLE AS DIRECTED BY THE ENGINEER THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN C� � w WIRE FENCE KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF ON A FILTER FABRIC FOUNDATION. THE DAM. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW w p � z HARDWARE CLOTH ,-, KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL J � � � a MIN. 12-1/2 GA. NCDOT SEDIMENT CONTROL STONE LOWER THAN THE OUTER EDGES AT NATURAL GROUND BANKS. W � � } MIN. 10 GA. SILT FENCE FABRIC INTERMEDIATE �,;, , ELEVATION. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO � v Q N � � LINE WIRES INSTALLED TO SECOND <� y� �� WIRES ', %, 3 FILTER FABRIC ON GROUND KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK w z z N z ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS DAM. LL � H �' '�;� W WIRE FROM TOP PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION O °� w � � o oc GRADE ; �� ��� ������ ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE Y � w w oo � STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO ELEVATION OF THE UPPER DAM. a r� � � rn � RESIST EROSION. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM a N � � a, � BURY 6" OF UPPER EDGE OF � z BURY WIRE FENCE AND HARDWARE CLOTH USE NCDOT CLASS B RIP RAP AND LINE THE UPSTREAM HEAVY FLOW THAT COULD CAUSE EROSION. H w FILTER FABRIC IN TRENCH SIDE OF THE DAM WITH NCDOT SEDIMENT CONTROL STONE. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST � FRONT VIEW SECTION VIEW KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT UPSTREAM IS STABLE. U U BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT 4' MIN. SILT FENCE AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO ���� d�o�� � m DAMAGE OR BLOCKAGE FROM DISPLACED STONES. � � � Q w NOTES: � a� � � - END OF SILT FENCE SHOULD BE TURNED UPHILL STEEL POST �� 12" OF NCDOT SEDIMENT � Z U TOP OF SILT FENCE 9 MIN. 1.5' MIN CONTROL STONE � �•5� � .��s� I ����� O � -SEE N.C. STATE DENR PRACTICE STANDARDS &SPECIFICATIONS � � � �. � �., �:� � WOVEN WIRE FABRIC MUST BE AT LEAST 1' ABOVE THE TOP OF „ ,,. . — - - — Y,,,,,,�k, CLASS B RIP-RAP IS ALWAYS REQUIRED .. ; , u� w�.�:. ; �. , . ; � ; �� � � , �. <. SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES -. THE WASHED STONE ;: , ,.. ., _ . . . .. >��.'�,.. ;, < � SILT FENCE GEOTEXTILE FABRIC ;. , ,. _: , : . :. : , .. . .. .: . . CENT RT PLANNING CONSIDERATIONS& DESIGN CRITERIA. HOWEVER FLOW - • - > -���, °: �; � o � . _:.: ; , , ,. .:. , ... FILTER CLOTH ` �, ` � ` .` SHALL NOT RUN PARALLEL WITH THE TOE OF THE FENCE . - ' FILL SLOPE ; ' .. , . . � , , �n ,% � c� = z= , . . FILTER CLOTH � m - , , � � ;- _ �� � N Q � �; � - a:,; 4'TO 6' cN� ° GRADE PLAN VIEW �` - , * FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE < << . ;, FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. IN CROSS-SECTION VIEW PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THE J EACH CASE THE SILT FENCE IS TO BE PROPERLY ENTRENCHED &THE o 6" MIN. COVER * BURY WIRE FENCE, VELOCITY OF FLOW. L=THE DISTANCE SUCH THAT POINTS �� STONE SHALL BE AT A MINIMUM OF 16"ABOVE GRADE AT THE N OVER SKIRT ; FILTER FABRIC, A AND B ARE OF EQUAL ELEVATION DIRECTION OF FLOW& BETWEEN 60 -45 DEGREES. ANCOR SKIRT AS DIRECTED `� AND HARDWARE DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. O STEEL FENCE POST SET MAX 2'APART I�- CLOTH IN TRENCH ` BY ENGINEER. �� �° ���" ���� A B MIN. 18" INTO SOLID GROUND SEE DENR STANDARDS&SPECS. FOR COMPLETE DESIGN CRITERIA& " '� L � MAINTENANCE ��� ���� � SIDE VIEW FRONT VIEW � �� � � Q STANDARD TEMPORARY SILT FENCE SILT FENCE OUTLET CHECK DAM SIDEVIEW � � � 1 2 3 w � � C.O.R. STD # 40.01 W W TYPE A TYPE B � J a PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL pIPE OUTLET TO WELL- DEFINED CHANNEL Q O U o = 1' '� w w � z NOTES: FOOTING SIZE � � � � � %� �.� �` o ,;� PIPE SIZE WIDTH DEPTH � � W x ; �� n n n n '■■L o Q {x ` '� ' � B �` '��� ' -� B 15 -24 8 12 � z � Z p < 7 ;�, �CHANNEL BOTTOM >24" -36" 12" 24" � PLAN VIEW � � >36" -54" 18" 36" � � � Y' i .� PLAN VIEW -�_; ' � 4 x DIAMETER 4 x DIAMETER ;r � , � � � �. �.» ; �.. , w, < -� < � �� y _x,.�,. �T , , : � _ , �,��;: ��;�.r � FILTER FABRIC FILTER FABRIC � � FILTER FABRIC H = RIP RAP TO TOP OF PIPE (MAX. H = D+T) � E N SEE PLANS FOR QUANTITIES T- 15"CLASS 'I' RIPRAP � � � � 1..1� SECTION A-A SEE PLANS FOR QUANTITIES T= 12"CLASS 'B' RIP RAP j N � � �o SECTION B-B � Z a�`o o�`o. � �j Q W °o =o°o a°o 3 ' ' � � � � c� cn a� O Z � � wrnoi v� � PIPE OUTLET PROTECTION m � � � � � � � W 4 ° W � � a a � w � � a � z NOTES: g NOTES: 1. WARNING SIGNS TO BE MADE OF DURABLE,WEATHERPROOF MATERIAL. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 40" 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER. 8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. 40" 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. _ FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER 10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL � � PROTECTION AREA. WITH THE FENCE)AND DESIGN CRITERIA. ih TREE PROTECTION AREA 11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. � 18„ ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. � � 12. SEE N.C. STATE DENR PRACTICE &SPECIFICATION SEDIMENTS FENCE SECTION. ch DO NOT ENTER � MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. M TREE PROTECTION AREA FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS. _ 13. SEE N.C. STATE DENR PRACTICE &SPECIFICATION SEDIMENTS FENCE SECTION. � � 18�� (HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL c� DO NOT ENTER � WARNING SIGN DETAIL FIELD CONDITIONS. � PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER. WARNING SIGN DETAIL 8� M�• 1���������1�� 1����� VARIABLE AS DIRECTED BY THE ENGINEER 8, M� �� N�T �SE F�R ��NS����TII�N VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST WARNING SIGN SWOVEN WIRE FABRIC WOVEN WIRE FABRIC TREE PROTECTION AREA WARNING SIGN �WARNING SIGN SILT FENCE GEOTEXTILE FABRIC MIN. 10 GA. ORANGE, UV RESISTANT DO NOT ENTER TREE PROTECTION AREA HIGH -TENSILE STRENGTH LINE WIRES MIN. 12-1/2 GA. POLY BARRICADE FABRIC (TYPICAL) INTERMEDIATE MIN. 10 GA. DO NOT ENTER _ _ o WIRES LINE WIRES MIN. 12-1/2 GA. ° N � ~ INTERMEDIATE ' o N � FILL SLOPE SILT FENCE FABRIC WIRES ``� Z DATE: NOVEMBER 23, 2011 "c%� Z INSTALLED TO SECOND GRADE � REVISIONS: � WIRE FROM TO / iv NO. DATE �/ GRADE ch , i-iii-iiiii i-i__�i� iiii�,i�� - - c� < GRADE -1IIII IIIII IIIII-IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII II� _ _ _� - __ -_===- IIIII IIIII =11111-IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII II IIIII IIIII IIIII IIIII IIIII IIIII I�' ��ii �� '=_'iii'!'i�!'! "' "_ _ _ __ „ I IIII - I I II I - - I IIII - I IIII o ' il�!�,�'' _ _ ��= 6 MIN. COVER = _ - - i� _,� o I�Ill�ii�!�i!,i lll * - - IIIII IIIII = iii � i=� OVERSKIRT - - iii i- CV = - - _ - IIIII II�II IIII IIII . - - = „ - - = IIIII ORANGE UV RESISTANT = IIIII ii_ ii!i PROJECT NO.. _ = EXTEND WIRE 6 MIN. INTO TRENCH IIIII IIIII FRONT VIEW IIIII IIIII IIIII HIGH -TENSILE STRENGTH IIIII - �-���-��� AND ANCHOR SKIRT AS =- - �� - �, - _ = DIRECTED BY ENGINEER* ��� = i�� = IIIII POLY BARRICADE FABRIC(TYPICAL) IIIII �-���-��� - �iii = Q 1 �� SIDE VIEW H 7 O O 1 . O O i SIDE VIEW SCALE: NTS " FOR REPAIR OF SILT COMBI NATION SI LT / TREE PROTECTION FENCE FRONT VIEW TREE PROTECTION FENCE FENCE FAILURES, USE No. 57 WASHED STONE. � � FOR ANCHOR WHEN SILT FENCE IS PROTECTING C.O.R. STD # 40.03 C.O.R. STD # 40.04 NOTE: FOR TREE PROTECTION ONLY CATCH BASIN. = H A B `/ � w i--i � z z cn z o ,� � � � o g c � 6'-6" BOLLARD OR � � � N ^ Q TRAIL OBSTRUCTION w = U o0 � d' � ,� z I� w � W A B STOP SIGN GREENWAY TRAIL HINGED BOLLARD O Y � � w � � SEEDETAIL ac� � � rn BOULDER TYP.) Q N � � .� O BOULDER�TO BE SUPPLIED a N cn °' � � C BY CITY OF RALEIGH U w � cn TRANSPORT AND PLACEMENT � g BY CONTRACTOR v � a ' 6"YELLOW PAVEMENT ��� d��� � w � MARKING _ � I �� Q w ; F I N I S H E D G R A D E 1/2" EXPANSION JOINT (S E E D E T A I L 6, T H I S S H E E T) � � I �� O � X WHEN TIEING TO o TIE TO EXISTING '�ds� ���. U > CONCRETE SURFACE N CONCRETE/ASHPALT =1 I 1=1 I I ° °o�o I 1= - - � 1=1 I 1=1 I � � ��'�'��� " I�I I I °� I I I�I 5FT w4DIUS UNLESS I I ° D o : l— � OTHERWISE NOTED �. � ��� C O N C R E T E F O O T I N G . " °� :�° �e° :� - - - - � ry�,� � A GRAVEL BASE �8�0 1'-0" f � �� 10 FT. r - -- --- � 1 - - - - GENERAL NOTES 'X' DIMENSION PLAN VIEW � 1. ALL CONCRETE TO BE 3600 PSI COMPRESSIVE STRENGTH ~� 2. TYPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE 42"SAFTEY RAIL:A= 1'-2" O 3. ALL JOINTS TO HAVE A%2" FILLET WELD. � 4. ALL METAL SHALL BE GALVANIZED PER SPECIFICATIONS. 48"SAFETY RAIL:A= 1'-4" � � Q 42" OR 48" SAFETY RAIL GREENWAY ENTRANCE TRAIL OBSTRUCTION WITHIN PAVEMENT MARKING °C a � Q O 3 NOTE: SEE 2009 MUTCD LL 1 2 w � w WW r— s„ � � 3„ � � J � , .. U Q o 1" BEVEL @ 45° (TYP) �a 6"X3"X%" 0 = STEEL BOLLARD � _ \ � 5 BOULDER(TYP.) � � � W '� 3"X13"X�/" 6"x 6" POST, � STEEL PLATE �a'� �/s' Z 5'-6" CLEAR 5'-6" CLEAR S.Y.P. PRESSURE 7%4' � O TREATED FOR HOLE FOR TACK WELD PIN CAP, GROUND CONTACT LOCK 1/2 " DIA. Typ. � � (SEE SPECS) � �j�� �� TOP OF "' � 8 1„ OC'KS INEL 7/$ � CONCRETE FOOTING TO FINISH GRADE M � �� 1"X 10" STEEL � „ � DRAIN AWAY �$ HINGE PIN �8 HINGED BOLLARD FROM BOLLARD STEEL PLATE BOLLARD �z�� � � . �, ; � � � �j�� SEE DETAIL AT RIGHT I I I I HOLE FOR �4 TYP. LOCK PIN � FINISHED GRADE I I�� � � I I� LOCK 1/2 " DIA. STEEL PLATE ` � ���� << < ' � � % B � � �, � HINGE PIN� � � HINGE PIN � � � ' �: �' ' 3��X 6 1�4„X 1�2„ — — — — — — — — — — — — � — — — — — — — — — — — I II I o o I II Z� ° �CONCRETE -1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I_I I I = � .° � ° \. �< I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I- � L . STEEL P�TE � � CONCRETE I II A q FOOTING � � — — — — — — — — — — — — — — — — — — — — — — - _ _ _ _ _ _ _ _ _ _ _ <; ., _ _ _ _ _ _ _ _ _ _ _ „ �� � I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I 1=�;_' _ - - ° ° °' — — - - -I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_ rn 2-6 X2-6 X2 � � � — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — FOOTING o o �. � ;�� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��� p � o � o �� _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ` � �� � ` �< < TYP. J � � � � II � I o�� o ti � � � rn � , 1/4 — o c� I I o 0 o I I N I III II o D I III �„ , � W N �„� � O 4 B LOCK PIN � c� r� ti � � Q II�� � ° D � ° o � ° �II I I � m �� 4�� GRAVEL BASE ' ��� � 1 1 �� ~ a =o°o a°o 3 U 4 GRAVEL BASE COMPACTED 2"X 1 �2"X �4 w 11=====_�� � , �� ' I Q � � c`� `'� °� z — — — — — — SUBGRADE PLAN � � , � � w ai rn v� � �' � � � , � � � � rno� � 14" � � L' ` c p�p N = a � � w 2�-6° � � i ` �� � fn �' H LL LL � SQUARE FOOTING SECTION A-A SECTION B-B � � a HINGED BOLLARD 8� BOULDERS PERMANENT BARRIER WOOD BOLLARD HINGED BOLLLARD � r/1 � vr NOTE: BOULDERS PROVIDED BY THE CITY OF RALEIGH a � z g BOLLARDS a 4 8'-0" CTR TO CTR �„ 1 z O.D. TOP RAI� NOTES: POST CAP 7'-7" FACE TO FACE 2„ 8' MAX. POST SPACING BA�� CAP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO EXISTING ENSURE CONSTRUCTION ENTRANCE IS USED. 3" O.D. GA�VANIZED STEE� END ROADWAY POST � , � � � � � �� � � � � 2 �" MESH GA�VANIZED STEE� � ��� 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD 5"SQ POST 10%z' 4 0D IS NOT REMOVED BYTHE VEHICLE TRAVELING OVERTHE CHAIN �INK FABRIC WITH B�ACK c n m � STONE, THEN THE TIRES OF THE VEHICLE MUST BE VINY� COATING �n � D ��-"� � � WASHED BEFORE ENTERING THE PUBLIC ROAD. 54" �" O.D. GA�VANIZED STEE� �1���������� 1�1���� � 1%z"X 5%2" RAIL L �� NOT YJSE FOR C�NS'P"IRYT�TIImN � � � � � � �INE�INTERMEDIATE POST pp � m — o (7 m D �, ,, � m � 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON c � Z � � 5 �" X 3" TENSION BANDS WITH � � � � z T O T H E P U B L I C R O A D, T H E G O V E R N I N G A U T H O R I T Y W I L L 4 4 � � ��", � p CLEAN THEAREAAND INVOICETHE FINANCIALLY TENSION BAR AT ENDS AND � � m m R E S P O N S I B L E P E R S O N A S I N D I C A T E D O N T H E F I N A N C I A L CORNER� m RESPONSIBILITYFORM. �, , , �, 0 16�' O.D. TRUSS ROD WITH � , � , ', 14%2' � TURNBUCK�E (@ EQUA� I ' START/STOP SECTION) DATE: NOVEMBER 23, 2011 PLAN ' ', ', ' , , ' 30" REVISIONS: � PosT cAP oPTioNS � � � � TIES 24" O.C. A�ONG TOP AND NO. DATE 25 OR FULL WIDTH NOTES: ' ' ' ' BOTTOM RAI� OF PROPOSED STREET NEW CONSTRUCTION = � � 1. FENCE TO BE MASTER HALCO THREE-RAIL RANCH STYLE ' ' ' ' TEN S 10 N W I R E OR ENTRANCE, EXISTING ROADWAY � , m � o a FENCE WITH NOMINAL 8'SECTION LENGTH � - - j WHICHEVER IS 75 MIN. 25 MIN. ,� � � GREATER. FOOTING WIDTH TO BE (2X) POST WIDTH. MINIMUM ��°o o I I I I I I � I I i i i , , , i i i- GROUND WIRE � � � � i �� ' PROJECT NO.: oa oo - oaoo 6" MIN. 000�� ' ' > ;;, ; ;` MIN DEPTH 30 . —i � �—� �— n �2�� � �� o . oaa000000a , � � n — � � -�j� m= 3,000 P.S.I. CONCRETE �OOTING (TYPICA�) I"19001 . 00 FABRIC UNDER STONE � ��_-^��� EARTH , '_'��_ SCALE: NTS CONSTRUCTION ENTRANCE M�N. 5 DETAIL FOR WHITE VINYL FENCE CHAIN LINK FENCE 6 7 ; � � �-� ,, Z � C� -` IMPERVIOUS DIKE: W � � � � � � z I - ' I ' THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHI w z � z - - � , ; , , � ; � � � , NG, INSTALLING, J ° � o g � - ,' '�; � - �� � , � ��� ,-%' � -'� �" , "� ;��. � ����. NG, AN � � � N ,� a MAINTAINI D REMOVING AN IMPERVIOUS DIKE FOR THE PURPOSE OF DIVERTING - --�� � ������ �� � NORMAL STREAM FLOW AROUND THE CONSTRUCTION SITE. THE CONTRACTOR SHALL � Q � � � I- =� -� I � � ' - � �_ , ���- � " �� CONSTRUCT AN IMPERVIOUS DIKE IN SUCH A MANNER APPROVED BY THE ENGINEER. I� � � � z � W _ _ - � _ � , . � / � � T�`4L ' _ , ` THE IMPERVIOUS DIKE SHALL NOT PERMIT SEEPAGE OF WATER INTO THE CONSTRUCTION O � � w ? ° � „ , � ;%� ,� � , Y , � N � J 01 _ ,�- ��� - � , ' � � SITE OR CONTRIBUTE TO SILTATION OF THE STREAM. THE IMPERVIOUS DIKE SHALL Q N � � �, o _ _ %� , �, - - \ � '� .,, ,� BE CONSTRUCTED OF AN ACCEPTABLE MATERIAL IN THE LOCATIONS NOTED ON THE � a N `� °' W � ��, � � -�� � � � PLANS OR AS DIRECTED BY THE ENGINEER. - , �, � . �, ' , ; � . �. �° � U ,� �� I-�'� �� �� ��'� %� IMPERVIOUS,CSIKE � ,,��� � � v � � � ��� PROPOSED CULVERT -' ' -�� ' 2 � � � � �'" �' , ''� ; � fnG �� G,� .. p �- - �- - __ �� ����� ��� ����� �� ��, � �� �� � � �� � � �� �� �� ACCEPTABLE MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO SHEET PILES, �� ��� � m � �� ���� ����������V`�� ���, ��. � -�'� „�� - � _ � _ -�� � �' � ,�j � : R� e I � a w �� � ����,, ����� ����������� , �� , ,, �� � � __ _______ ���� , , � �, SANDBAGS, AND/OR THE PLACEMENT OF AN ACCEPTABLE SIZE STONE LINED WITH � �, z � , , , � � �,�. ` � � �— — — — � —" — ` SAND BAGS � ,% ,�' -�------ � � G POLYPROPYLENE OR OTHER IMPERVIOUS FABRIC. � � � o � '`'� PUMI�ARC)UND � � � �� .�d�� ��s�`� �� �' � ' U > �.. � . , �. �,. _ �, � � � , , ;�� - � ' \ � , � ., _ � , . _ � � , _ � '\ ` � . � � , �: �' . ��•, �, , � � ;, , , / � �\ / � ,\, , ; O CONSTRUCT AN IMPERVIOUS DIKE WHEN IT IS , �, . �� � �, � � . . , , � ��� `�� ���`� � � � ° � � �� � I N D I RECT CONTACT W ITH TH E STREAM , _ �� _ � �_ � ;; , � -� �; .�. � . ;. � �. . . � � . _ _ . ���, � � � . I � � , _ - — '� ,, ;�� ��---- , , , � , _ ' ,.� � �, � - �,� � ,: _ ., , . ��; �- � � _ , ,- ,� �,�, ., , � � ; �;,-�, ���� - ; ,, , ���� � � ,� � �. �� ,� ,- �� , �, � � �; , ��. ���, �,;;�;,� �� ��� �� ��� �� �� - ;� �' - � � � ,,-- ���� �, , �� � �� ��,, o � ; �, ,-- � � � �� � � �� NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATION MAINTENANCE � � � �; ��� , , ��'���'�.,� �� �� � -����� � -�,� ����' " � �`�� � ������� � � �� � �� AND REMOVAL OF IMPERVIOUS DIKE S AND RELATED WORK AS DESCRIBED IN THIS ���� �\ � -��'� -- � =�-'� � � - _ ������ � �� � � ) ��� - _, �, �. � �� ,; , , _ _ _ . , � - . ,- ' � _ � PROVISION. PAYMENT FOR SUCH WORK SHALL BEDISTRIBUTED AMONG THE VARIOUS PAY J .�� , _ , ��� _ . - _ , , � .- � _ ; . . , � . � , , , , , ��� � -, � � �`�� . ITEMS. �� __ , �, ��� �, ���;,, �,,-- -� - � : �� �� � ��� � �--� ��. , ��. ��__,, ,,- � . , SLOPE DRAIN � '�., ���,� � _ � � ; �. , � : � , �� � : , � � ; � - - _ \��, � - �� O . - � . - , , ,,,_ �� . , � �� ,,, _ � � ; � � _ _ ����� � , , , _ � _ ,, ` � - �` � TEMPORARY SEDIMENTATION BAG S : ~ � , �, % �� � �_- - -�- - -_ , � ( ) � � �.� � � �� ,/� 15 X 10 TEMPORARY ����' � _ ��� . ; �� Q � ,,_ '_ I�VIPERVIOUS DIKE � �_ l SEDIMENTATION BAG ;_ �, � � , � � , THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING, PLACING, AND � Q O - - _ , � � ' > REMOVING A TEMPORARY SEDIMENTATION BAG(S) AS DIRECTED BY THE ENGINEER. w � � � ''' THE TEMPORARY SEDIMENTATION BAG S SHALL BE USED TO FILTER PUMPED WATER � \ PUMP TO SEDIMENTATION BAG » � � w W W - ' \\ �\ ., �, DURING THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND/OR CULVERT OR � J a , � � � � ~> PIPE CONSTRUCTION. Q O , , ,, � -, � U o z , , =' � � � \ THE FILTER FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 1056 FOR TYPE 2 = _ - � , . � � � � ��� �� � - � FABRIC. � . � , � � � � � W � �� - � � ��� SEDIMENT CONTROL STONE SHALL MEET THE REQUIREMENTS OF SECTION 1005 AND � � Z � ��� �� ��� SHALL BE CLEAN OF DIRT AND DEBRIS. INSTALL STONE ACCORDING TO THE DETAIL �� �� SHOWN ON THE PLANS. J � Q THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE A WATER PERMEABLE FABRIC BAG � TEMPORARYSEDIMENTATION BAG SLOPE DRAIN INLET THAT TRAPS SAND, SILT, AND FINES AS SEDIMENT LADEN WATER IS PUMPED INTO IT. THIS DEVICE SHALL BE CONSTRUCTED SUCH THAT IT IS PORTABLE AND CAN BE EXISTING TERRAIN USED ADJACENT TO THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND/OR �`� STREAM BANK CULVERT OR PIPE CONSTRUCTION. �_� � ,� t . � INIMUM �, � . ; �� ��� � � �, O RY � ��� �� �� � �; .- � � , , . �, ,�v, � � . r � � � � �� � . � �,�.._ SIZE OF 10' X 15' MADE FROM A NONWOVEN FABRIC. IT SHALL HAVE A SEWN-I N 8 `� _ � � � 8"OF SEDIMENT CONTROL STONE, CLASS A J � O N ��' � FILTER FABRIC IN. (MAXIMUM) SPOUT FOR RECEIVING PUMP DISCHARGE. THE BAG SEAMS SHALL BE � N �, ,� � o 15.0�To Zo.o� SEWN WITH A DOUBLE NEEDLE MACHINE USING A HIGH STRENGTH THREAD. THE SEAMS � Z � � � � Q SHALL HAVE A MINIMUM WIDE WIDTH STRENGTH AS FOLLOWS: � � _° ° � o � Q � Z � � wrn � � � NOTE: PROVIDE STABILIZED OUTLETTO STREAMBANK TEST METHOD MINIMUM SPECIFICATIONS °� N = a � � � � W vcn � H � � ASTM D-4884 60 LB/I N ° � � a THE FABRIC USED TO CONSTRUCT THE BAG SHALL BE STABILIZED TO PROVIDE � � � a EARTH BERM DITCH BLOCK RESISTANCE TO ULTRA-VIOLET DEGRADATION AND MEET THE FOLLOWING Z SPECIFICATIONS FOR FLOW RATES, STRENGTH, AND PERMEABILITY: g SLOPE DRAIN INLET PROPERTY TEST METHOD UNITS MIN. SPECIFICATIONS SPECIFICATIONS WEIGHT ASTM D-3776 OZ/YD 8.0 GRAB TENSILE ASTM D-4632 LB 200.0 PUNCTURE ASTM D-4833 LB 130.0 STILLING BASIN LOCATION FLOW RATE ASTM D-4491 GAL/MIN/SF 80.0 SLOPE DRAIN PERMITTIVITY ASTM D-4991 1/SEC 1 .2 TEMP. SHOULDER DITCH ^ `� UV RESISTANCE ASTM D-4355 % 70.0 THE CONTRACTOR SHALL INSTALL THE TEMPORARY SEDIMENTATION BAG IN ACCORDANCE WITH THE DETAILS IN THE PLANS AND AT LOCATIONS AS DIRECTED BY THE ENGINEER. ����������� ����� �� NOT YJSE FOR C�NS'P"IRYT�TIImN THE TEMPORARY SEDIMENTATION BAG(S) SHALL BE PLACED SO THE INCOMING WATER FLOWS INTO AND THROUGH THE BAG WITHOUT CAUSING EROSION. THE NECK OR SPOUT OF THE BAG SHALL BE TIED OFF TIGHTLY TO STOP THE WATER FROM FLOWING OUT OF THE BAG WITHOUT GOING THROUGH THE WALLS. TOE OF DRAINAGE DRAW THE TEMPORARY SEDIMENTATION BAG S SHALL BE REPLACED AND DISPOSED OF WHEN � � DATE: NOVEMBER 23, 2011 TOP OF BANK ��°°�oo IT IS 3/4 FULL OF SEDIMENT OR WHEN IT IS IMPRACTICAL FOR THE BAG TO FILTER REVISIONS: °�°�°°°�°� THE SEDIMENT OUT AT A REASONABLE FLOW RATE. PRIOR APPROVAL FROM THE No. DATE o �� ao�� �°°��� ENGINEER MUST BE RECEIVED BEFORE REMOVAL AND REPLACEMENT. ao TEMP. EARTH SHOULDER BERM °oS� THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SUFFICIENT QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING SAND BAGS THE DRILLED PIER OPERATION, FOOTING EXCAVATION, AND/OR CULVERT OR PIPE PROJECT NO.: CONSTRUCTION. H 9 O O 1 . O O STILLING BASINS WILL BE MEASURED AND PAID FOR PER EACH. THIS PAYMENT WILL BE FULL COMPENSATION FOR ALL WORK COVERED BY THIS PROVISION, INCLUDING BUT SCALE: NTS DETAIL FOR CULVERT CONSTRUCTION AT WET STREAMS AND DITCHES NOT LIMITED TO, FURNISHING ALL MATERIALS, PLACING AND MAINTAINING THE 1 TEMPORARY SEDIMENTATION BAG(S), AND REMOVAL AND DISPOSAL OF SILT ACCUMULATIONS AND BAG. = H `/ � w i--i � z W z cn z o ,� � � � o g � � U Q N ^ Q W 2 U 00 � � � � ,� z � W OoZS � � 2 n � Y �?.� w w � C7 . � a N j J � o a c� cn �a rn Z � Practace Stanrlrrrds cand S'peci�'acaPions o Pra�fce Stanclards and Speei�'icatdotts ~ � U � � U �� �� � Tabie 6.�Oa See�irag rraixture 'fa�le 6,10b Seeeling rnixfure Tab9e 6.10c Seeding at�i�ure °Tabie 6.11k Seeding mixta�re C,�� ��� � o�o Temporary See��ng Speci�s Rate(9blacrej �emporary�eedang Species Rate(I�/acre) Ternp�rary�eedong �pecie� ��@e(lbfacrey Seeding Ido.°IP for:Steep Species' Rate(9bJacre) � � � � J Recorr'rtie�c9atsons for Late Rye(grain) 72p Recornrn�rsc[ations for German millet 40 Reco�nrraenda#ions for Fali Rye(grain) 120 �lopes or Poor Soils, Low Tall fescue 100 � Z U YOlinter arocl Early Spr��g Annual lespedeza(Kobe in Saarrsrne� 9lAai�a4enance Sericea lespedeza 30 yy � �`� O � Piedmont ar�d Coasta9 Plain, In the Piedrnont and 9�ountains,a scnall-sterrimed Sudangrass may be Seec6ing dates Kobe lespedeza 10 `?s� a11�� Korean in Mountaira�) 50 substituted at a rate of 50 lb/acre. fViountaires—Aug. 95-Dec. 15 Coastal Plain and Psedmont—Aug.15-Dec.30 Seedir�g notes �eeding da�es 1.3�Eastern Piedmont,add 25 Ib/acre Pensacola�ahiagrass or 10 Ib/ Omit annual lespedeza when duration ofi temporary cover is no# io Mountains-9VIay 15-Aug. 15 Sool aar�e�adrnents acre common Bermudagrass. Use common Bermudagrass only where e�end beyond June. Fiedmoerfi—a��y i �,�ug.'i5 Follow soil tests or apply 2,000 Ib/acre ground agricu9tura6 limestone it is unlikely to become a pest. �eedeng date� Coastai Plain—Apr. 15-Aug. 16 a�d 1,000 Ib/acre 10-10-10 fertilizer. 2.After A�ag.15,use aanscarified sericea seed. 4Vlounta�ras—Abave 2500 feet:Feb. 15-h�lay 15 3.Wheee a neat appearance is des9red,omat sericea ar�d substiflute 40 So�!arneradrnents �8u'ch Ib/acre�ahiagrass oe 15 lb/acre Sermudagrass. Selow 2500 feet:Feb. 1-IVlay 1 Follow recornmendatoo�s of soil tests or apply 2,000 Ib/acre ground App9y 4,000 Ib/aere strawr.Arechorstraw by tacking with asphalt,raetting, Poedrriont—Jan. 1 -May 1 4. To extend spring seeding dates into June, add 15 Eb/acre hulled Coastal Plain—Dec. 1 -Apr. 15 agrecultural�imestone and 750 9b/acre 10-10-10 feotilize�. or a mulch anchoring tool. A disk with blades set nearly straight can be �ermudagrass. However,it is preferable to seed temporary cover arad used as a mulch anchoring tool. seed fescue in Sept. J hflulch Soil amenciments Apply 4,000 Ib/acre straw.Anchor straw bytacking with asphalt,netting, 1Vlair�tenao�ce Foilow recommendations of soil tests or apply 2,000 9b/acre ground 1�9urse plartts agricultural limestone and 750 Ib/acre 10-10-10 fertilizer. or a mulch anchoring tool. A disk with blades set nearly straight can be Repair and refertilize damaged areas immediately. Topdress with 50 Between �ay 1 and Aug. 15, add 10 Ib/acre German millet or 15 Ib/ ~' used as a mulch anchoring tool. Ib/acre of nitrogen in March. If it is necessary to e�ent temporary acre Sudangrass. Prior tp May 1 or after Aug. 15,add 40 Ib/acre rye IVlulch cover beyond Jvne 15,overseed with 50 Ib/acre Kobe(Piedmont and {grain). O Appiy4,0001b/acrestraw.Anchorstrawbytackingwithasphalt,nettang, AAaintenance Coastal Plain) or Korean (Mountains) lespedeza 'sn late February o� or a mulch anchorong tool. A disk with blades set nearly straight can be Refertilize if growth is not fully adequate. Reseed,eefertilize and mulch eariy March. � immediately following erosion or other damage. Seeding dates � Q usad as a mulch anchoring tool. � � AAaintenance Best Possible Refertilize if grovvth is not ful9y adequate. Reseed,refertilize and mulch Fall: Aug.25-Sept. 15 Aug.20-Oct.25 � � O immediately following erosion or other damage. Late Winter: Feb. 15-Mar.21 Feb. 1 -Apr. 15 � Fall is best for tali fescue,and lespedezas in late winter. Overseeding w � of Kobe iespedeza over fall-seeded tall fescue is very effective. Use unhulled Bermudagrass seed in fall. w W � Soil amenclrn�n4s � J a Apply lime and fertilizer according to soil tests or apply 4,000 9b/acre � O ground agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer. ( l Q � 1V�u9Ch v Apply 4,000-5,000 Ib/acre grain straw or equivalent cover of another � _ \ suifable mulching ma�erial. Anchor rriulch by tacking with asphalt, � � roving,oP netting. Netting is the preferred anchoring met�od on steep � slopes. � W �IAaor�teraaa�ce � O L Ref�rtilize in the seco�d year unless growth as fvlly adeqa�ate. IVlay be � mowed once or twice a year, but mowing is not necessary. Reseed, J fertilize,and mu9ch darv3aged areas immedia4ely. � 'Refer to Appendix 8.02 for botanical raames. � 6.10.4 6.10.5 6.10a6 6.11,19 . � � � � � 0 1'ractice�Stantdatds and�peci,�ictations � PraacPice Stasatlards a�ad SpecaficcePions J � � � > N �°n � �o H V � � � � Z V TaBsle 6.°!�I Seedireg eroBxture 1°�ble 6.11m Seeding rnixture Tabs�6.1°In �eeding rr��xtur� °�able 6.110 Seeding rraixdure � °� = M c°n° a3i O Seederog No.2P for:Ger�49e Species' R��e(lb/acre) Seedirtg �90.3�for: Gentle Species' Rate(Ib/acr�) Seeding 6Vo.4��or:Gentle Specoes' Ra4e(Ib/acre) S�edoreg PJo.5P for: Species' Rate(9b/ac�e) � � w Qi oi ? � � Slopes,Av�rage Soii; Low Tall#escue 80 Slopes,Soiss uvith e4ver�ge Blend of two turf-type tall Slopes,Soils Sorrtttewhat Blend of 50%KY-31 tall fescue Grass-lined Chan�el� Tall fescue 200(4-5 Ib/1,000 ft2) } � — � � � � Nlairstenance Sericea lespedeza 20 or�etter nAoisture fescues(90%)and two or VU��-rrder�r Droer than 3P,or and 50°/a mixture of two or m v cn � H � � � w Kobe lespedeza 10 Retention, more amproved 6Sentucky vuith PhysocaE L.aaaaitat0o�s; more turf-type tall fescues 200-250 ���s������� � Cooler Sites; 0i�gh bluegrass varieties(10%) 200-250 �i����e�������� �r Between May 1 and Aug. 15,add 15 Ib/acre Sudangrass or 15 ib/acre � � Seeding rto4es Bl�nd of three or a�nore turf-t e German millet. Prior to May 1 or after Aug. 15, add 40 Iblacre rye NIa1r�teroance Yp Q � 1.AfterAug. 15,use unscarified sericea seed. �e�������t�� ta�l fescues 200-250 (grain). �a 2.Where peroodic mowing is planned or a neat appearance is d�sired, S�edin date� � omit sericea and increase Kobe lespedeza to 40 Ib/acre. � a ���� ����a�l� Seeding dates Best:Aug.25�Oct. 3. To extend spring seeding dates into June, add 95 Ib/acee hulled cn �errrasadagrass. However, after rnid-Apr. it is preferabie to seed FaIB: Aug.25-�ep#. 15 Aa�g.20-Oct.25 Possible:Feb.-Apr. 15 Z ternporary cover. Wirater: — Feb. 1 -Mae.31 ���fr PosslF�ie g Fal9: Aug.25-Sept.15 Aug.20-Oct.2� Avoad seed�ng frorn Nov.to Jan. Gfi seeding must be dorae at this time, a Nurse gslattts �or quality turf, avoid spring seeding. Where grading as comp9eted Winter: — Feb. 1 -Mar.31 add 40 Ib/acre rye grain and use a channel lining that offers maxiPnum Between May 1 and Aug. 15, add 10 Ib/acre Ger�nan �nillet or 15 Ib/ during late winter or spring, an altemative is to seed 30 Ib/acre Kobe protection. acre Sudangrass. Prior to May 1 or after Aug. 15, add 40!b/acre rye lespedeza, keep mowed, prepare seedbed, and seed a perrmaneni For quality turf, avoid spring seeding. Where grading is compieted (grain), mixture in early fall. during late winter or spring, an alternative is to seed 30 Ib/acr� Kobe Sool a►nendenents lespedeza, keep rnowed, prepare seedbed, and seed per�nanent Apply lime and fertilizer according to soil tests,or apply 4,000 Ib/acre �oil�mendment� m�cture between Au 25 and Se t 15. ground agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizee. �����������5 A I lime and fertiiizer accordin to soil tests,or a I 4,000 Ib/acre 9� p� O erate tilla e e ui ment across the waterwa . PP Y 9 PP Y p 9 G p Y �es4 Possible ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. Soii arnettC9rroents Apply lime and fertilizer according to soll fests or appiy 4,000 Ib/acre ��0�� Fall: Aaag.25-Sept.15 Aug.20-Oct.25 Mulch ground agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer. Use a rol9ed erosion control product to cover the bottom of channels Late Winter: Feb. 15-BNar.21 Feb. 1 -Apr. 15 Apply 4,000 Ib/acre small grain straw or equivalent cover of another and ditches,and staple securely. The lining should extend above the suitable mulch. Anchor straw by tacking with asphalt,netting,roving,or DAulch highest calculated depth of flow. On channel side slopes above this Fall is best for tall fescue and late winter for lespedezas. Overseeding by crimping with a mulch anchoring tool. A disk with blades set nearly Apply 4,000 Ib/acre grain s4raw or equivalent cover of another suitable height, and in drainages not requiring temporary linings, apply 4,000 of Kobe lespedeza over fall-seeded tall fescue is very effective. straight can be used as a mulch anchoring tool. mulch. Anchor straw by tacking with asphalt, roving, netting, or by Ib/acre grain straw,and anchor straw by stapling netting over the top. crimping with a muich anchoring too9. A disk with blades set nearly Soil amendmen�s Maintenaroce straight can be used as a mulch anchoring tool. Mulch and anchoring materials must not be allowed to wash down Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre Fertilize according to soil tests or apply 40 Ib/acre nitrogen in Jan.or slopes where they can clog drainage devices. ground agricultural limestone and 1,Q00 ib/acre 10-10-10 fertilizer. Feb.,40 Ib in Sept.,and 40 Ib in Nov.,from a 12-4-8,16-4-8, or similar ���������►C� NAaintertanGe turF fertilizer. Avoid fertilizer applications during warm weather,as this Fertilize according to soil tests or apply 40 Ib/acre raitrogen in Jan. or A�ulch increases stand losses to disease. Mow to a height of 2.5-3.5 inches Feb.,40 Ib in Sept.,and 40 Ib in Nov.,from a 12-4-8, 16-4-8,or similar Inspect and repair mulch frequently. RefertiGze in late winter of the ,4pply 4,000 Ib/acre grain straw or equivalent cover of another suitab9e as needed. Reseed,fertilize,and mulch damaged areas immediately. turf fertilizer. Avoid fsrtilizer applications during warm weather, as following year; use soil tests or apply 150 Ib/acre 10-10-10. Mow ][D][�]�][,����T�]Eg� ]�][a�l@T� mulch. Anchor straw by tacking with asphalt, netting, or roving or by thes increases stand losses to disease. Reseed, fertilize, and rnulch regularly 4o a height of 2-4 inches. �m NoT u�sE FoR c�NS�ua��rnmN crimping with a mulch anchoring tool. A disk with blades set nearly damaged areas irramediately. Mow to a height of 2.5-3.5 inches as straight can be used as a mulcE�anchorirag tool. 'Refer to Appendix 8.02 for botanical names. needed. 'Refer to Appendix 8.02 for botanical names. I�iaintenance Refertilize in the second year unless growth is fu11y adequate. May be 'Refer to Appendix 8.02#or botanical nam�s. mowed once or twice a year, but mowing is not necessary. Reseed, fertilize,and�nulch damaged areas immediately. 'Refer to Flppendix 8.02 for botanical names. DATE: NOVEMBER 23, 2011 REVISIONS: NO. DATE 611.20 6.11.21 S.1i.22 6.11.23 PROJECT NO.: H9001 . 00 SCALE: CHARTS FROM NCDENR PRACTICE STANDARDS AND SPECIFICATIONS ( REV 6/06) FOR TRAIL PLANS, SEE SHEET = w NO. 5 � ° W � z � z w o � � � � o g SUNNYBROOK CROSSING � � Q � � � r � � � ,� z � w Oaf � � = � � Y �?.� w w � C7 � aN � J �' o a c� cn �a rn Z ` H w U `� Y � U O ���� ��°� � � � I �� H w � � � I �� O � '�`�s� ��4 U > ` J � � � � O i � � � 3 � � 3 3 � � � oC Q 10 FT J Z � Q O � •� � X � � � � 1 FT W �J,J W � a 1 FT N� J 8„ P MOTOR U Q o VEHICLES Q = BOLLARD MARKING DE AIL R5-3 2 � FOR HINGED BOLLAR � � � a � � � NOTE: BOULDERS � �� � 3 � ° � � � Z M L E F T & R I G H T O N T I L i 3 3 3 z O 1 0 * � J � „ � + � •� � � � M � Q WHITE STOP BAR (12 ) � � „ � � 8 FT 8 FT � WHITE CROSSWALK LINE (8 ) W/ �� � 2' X 10' HIGH VI 100 FT 32 FT -� 8 FT 8 FT '� R 75' R 2' , 0 32 FT � 100 FT , DOUBLE YELLOW R 2 W � o �� � SUNNYBROOK ROAD 2 ��P, WHITE STOP BAR 12" > N � � �'o � � � YELLOW DIAGONAL W � � ti � � Q � �� � (2:1) SLOPE ~ Z � � � o Wa =� � � � I� v } � � MM � z I� � � Wwrnrn y W � � � rn rn � = o STOP o � � � � � � � w � � � x � m w � i Cil � Z � � � c� R�-� a w � C/) a BOLLARD (SEE DETAIL) g � � w o, � Z � i � � N � a � Q U1 � � � tn � �a � x � �� � s3���H3n � � bOlOW ______, r ON ,--- `, �__ -=—"�� � � �Z -- � o� � � —="" � � � _--'' V � � - " � � (1� — ]�R]E]L�NIIN.�lEB� ]P]L.�NS -�'� � �� NOT YJSE FOR C�NS'P"IRYT�TII�N ,-�' �� � � _......._ � 1 �` � � ___== %��_ DATE: NOVEMBER 23, 2011 � �� i , '� REVISIONS: � ', NO. DATE : -- � _ _____-- -- __ - — __--- � ___-- ', , _--- PROJECT NO.: " H9001 . 00 SCALE: � _ � � � w w H � z w z � z GENERAL NOTES J � J � a w J � Q �; 1. ALL METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND/OR WAKE COUNTY STANDARDS AND SPECIFICATIONS. v w v � � � �'' w z c� z � � r`f 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. � � � °o `r' w �F � ' � �` O °� � r� � o a � � �'` 3. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD SURVEY AND THE BEST Y � � ,i, � � � AVAIIABLE RECORD DRAWINGS. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS � �''� '-' J a' �� �. � ,� �� NECESSARY TO AVOID DAMAGING OR DESTROYING EXISTING SERVICES. � a � � � � O ''.. f� H w �� � �....f � � (' 4. CONTRACTOR SHALL CALL NORTH CAROLINA ONE CALL AT 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (, `� ��� ;-� ��� f` OR EXCAVATION ON SITE TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR Y xf�' � �,•�' �,f` f OWN INDEPENDENT LOCATOR SERVICE. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ENGINEER. � O � ib..uw�r�x..w�>.....w.n,w...,F�x..��°,w..,.,r�.....,�'>_.}�����>��� ��� � �}��" U m ���� ,,� ..��*x.-' , p �; � � n" �,� 5. T R A F F I C C O N T R O L S F O R A N Y U T I L I T Y W O R K W I T H I N T H E P U B L I C R I G H T O F W A Y S H A L L B E P E R F O R M E D I N C O M P L I A N C E W I T H S T A N D A R D S � � J ��. �� '�-��,,.....,,� `'� � � � ,�� OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). z v 'r,...�`—r�� .�,<%ti,,���....��.....,� ... �,W r' �. � r • O � �. � �} RESERVED FOR ; ��~� � r- � > �'�. , �'� `' FUTURE PARKING �`W`� , ��`�f �� 6. CONTRACTOR SHALL MAINTAIN AN '�AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO `� ``��rr , ` ,��'� C O N C E A L M E N T. D R A W I N G S S H A L L B E G I V E N T O T H E E N G I N E E R A T R E G U L A R I N T E R V A L S T H R O U G H O U T T H E P R O J E C T F O R R E C O R D �p f KEEPING. (10 SPACES) k-�{ ��x..�f � w^`� a t P".....� � � .....+1�+,,.�+....wF �...x.�•.•� � ' � 7. THE CONTRACTOR� AT ALL TIMES, SHALL KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED 12 I 2 � ��'��� `� `' � �`� BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. { � �i �' � / �4 ;�w� ``� � I� ' 114.25' $ ��;� ^� ,,< <�``� / 8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY 16 � �' ''�� � �`� EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF ANY UTILITY SERVICES � �..�...� ''�r �" REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 �'` `� ` � �� �� � .�' o ,�` , ��� ��,� — — — — — � _ ° ,��"`�,''�` � � . �S � �� � �� � z = � �' � � �`� LJ,J � � 8 � 10 PARKING SPACES � 9 � ��' � -� ���� SITE DATA � � �� � �,� LAYOUT NOTES ❑ w � PARKING LOT '� � �; `� PROJECT: LOWER NEUSE GREENWAY 1. ACCESSIBLE PARKING PER DEfAIL 7 & 8, 21 � O � STRIPING (4" WHITE,,..�;.�'` � � "�� , �' $ �` 2. STANDARD DUTY ASPHALT PAVING PER DETAIL 4 21 HC � PAINTED LINES) _�s�� � ,�` � PARCEL 1: 3. ASPHALT WALK PER DETAIL 5�,p 2�1��/��� � (` I"'� Q Z� ���`� ^..,`k.,..,a�r �.."m`�� 90' ,�`� �'�CL161�TR�TCQC�1 TI��A\/IA1TI'I'��rRr�Rl11'�GZT V ° ° ° ° ° ° ° ° � �� F� � �/ ���` OWNER: BROWN, ROBERT H 5. WHEEL STOP PER DETAIL 3, 21 O ,�j,�..v.,�,...„��....��,�....,��,,,....,��...„,'`�` �.�. .m. � ,f`` �...��...v, � � t�r..v,i �� 4 � , `� ��R2�,00' ,�` ,,�`� PROJECT ADDRESS: S. NEW HOPE ROAD � � r ^ � r 3 �� ,�` � V I �ry# 1 5 3 15 20.�3' ` �mm�'��� ``� �`� r`�,-�� PIN NUMBER: 1722985086 ' ' � a '�� A� ��`� / ,�` �x �� 10. HINGED BOLLARD PER DETAIL 1, 2J �.�.� �<< ,��`��°'' ,�` �,...�*��' �� - �W 12. TRASH RECEPTACLE. USE CITY STANDARD. TO BE w O �•-.� �' �"� � �<< �n# �; ��w � TRACT AREA: 24.3 ACRES SUPPLIED AND INSTALLED BY CONTRACTOR = �5,,...� �j �`"�� �`'� �`` , ��`'� ,,�"` � ����,�'�r � 13. PROPOSED GREENWAY RELATED SIGN. REFERENCE z � � ``�,<< '� / �` , �•^�.w.�� ,,�`� DISTURBED AREA: 1.1 ACRES ENGINEER'S DRAWINGS FOR DETAIL. � � �'` 14. REFERENCE ENGINEERING DRAWINGS FOR PATH LAYOUT � w � '; `� �.�LOCATE DRIVE BASED ON �`� `� �'�� �,�'` 15. 4" WIDE WHITE PAINTED LINE TO SEPARATE WALK �.,.. �`�.,���` EXISTING POWER POLE� ���`'� ��`'� ��``� �-����` �m'�' PARCEL 2: FROM PARKING LOT w Z ��,, °��� -�'' � �� ��' 16. BENCH. USE CITY STANDARD. TO BE SUPPLIED AND � �` �`� / �� ,�'`� �' ��'� INSTALLED BY CONTRACTOR � �� , �`� � ���� ��`"� �. t� �� ;��� OWNER: BROWN, WILLIAM J 17. GRANITE PAVING PER DETAIL 4, 2K ; , - � 18. COLORED CONCRETE PER DETAIL 5, 2K ;"� ,f � �� � '� �� O ,� �� � ,yA`f � 19. PRECAST CONCRETE COMPASS PER DETAIL 3, 2K O ,,� � \ �`` �` �' ,��° PROJECT ADDRESS: S. NEW HOPE ROAD 20. STONE COLUMN PER DETAIL 1, 2K �� �' ��4�.,; ,�� �,m��. �' t �� ��' �"� / � �,�'j �� �� ��� 21. BRANDING SIGN. SIGN TO BE SUPPLIED AND � ,� ,�` � �`,� � INSTALLED BY CONTRACTOR. `��� �`� �" � ,� � �,� � � PIN NUMBER: 1722970983 �,� ,�,;� -���`' �,��` \� �,� �,y�'` X.....�r� ,,,� ,,�. t1 �r �,; \ ,� �/ �` �'� �,� "� � �`�. <<'' r"" 'r = g, \\` ,,+ f TRACT AREA: 3.72 ACRES 3 f ' °,....»,...v:� �� �`J_ / � `�` `� 4.v.�.�xw� ± j�,..� �i.r� � � � f � f� ` ` • �-��` � � � Q ,� ��,,� �� � DISTURBED AREA• 1.1 ACRES _ � r � ,�''`� �` °� �``� � ��'� �� � � � .. $,,"";�..,, dr` (%/����/\ ,:�"`` ,;�` (X � ay�i �o !' Si \/ � k.. Q U !� /< <v � f �t � � ! �Y!� � � f 4. � / O }' �� f ` � w � O O � � F ;��,,JJJ� '$'"' �„ F` � �r " N t0 j ^ � `T ^� � ) `� ."..'br., '""'+,...�? J\ ff` i �,...., _ N m *......." $ ii \ Q y W W�' � i r^w., U O � � �``� �� �; � �� �` � a �o z�� 3 W �"'^ �,,� ° W >.O m rn � #�"",�' � f'"°s � ��°'°'m'� �..� �t�y �� �,� ,�� � •' a �°'°' 3 � ,{'`' � vcn�F� 3 z � Q ::::::::::::.. ;:;;:::::. J a �:.:::::. w���x..w • �. �.....�,�...�,,�..,,�>�F��a���.....�,....,�,.....,�, �"' #'"`�`�..���..��,,.. , .�� �....� `�,..fr ��...� `�....fF '�.......�. 4 � �x..w�, � ��..�, , � � �,,...w��, �.�$....w� �4 '�,....�?*�,� �,....�.�`�.�.�, �.�.�..�r `��...f�� ��.w...� x�•� k�.r�+ �,...... 20 �,,�„�,,.....��aw���......�w ��,,�� �,....f�,�� �� r k�.....� �, w�"t ��`���..� �, ��.� ��, � � ��.x '��,..,, �.� �,.�.�,� 18 17 `'�-`��.� � � � ��w.wfif � # ��...,��,....�{> DATE: NOV 22 , 2011 ° ° DRAWN BY: HNJ � � °a ' ati �4 CHECKED BY: GWP � 0 � a REVISIONS: ❑ g °` g NO. DATE � ` 4 � o ` ¢Q o .�mm,,, . (� �°° �" ���p .., 1.7 a�"`},,..„, - } p ���' �� GRAPHIC SCALE PROJECT NO.: �,.. � �, .��... �p H9001 . 00 � `�� ,� 20 0 ,0 20 ,o eo ;���3 ���'�,� ��� � ,t"� '��� ( IN F'EET ) SCALE: 1��-20' � wr �-�� 1 inch = 20 ft. "' '�. SITE PLAN DWG. NO.: OF _ � � � .. w w GENERAL DEMOLITION NOTES �j z � z J o cn ,� Q 1. THE CONTRACTOR SHALL NOTIFY THE N.C. ONE CALL CENTER AT 1-800-632-4949 PRIOR Q J � a �;� TO STARTING WORK. � w � N Q �' 2. THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE EXISTING � > � � ��" TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL FROM THE CITY OF w � z � z ,--'r �} ;'`� RALEIGH TRANSPORTATION DEPARTMENT AND/OR NCDOT (919-733-3213). � � w °o `r' w �fr ���, 3. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL O � Q w C=�7 0 � � f�- f,,s REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS AND DEBRIS. Y `l � f �� ; �, :' � , 4. ALL DEMOLITION WORK ON THE SITE WILL BE COORDINATED WITH CONTRACTOR. a � � � � O 1 5. RELOCATION OF EXISIING UTILIIIES TO BE COORDINATED WITH THE LOCAL UTILITY � z t``, ,.E} _.��,' � ,r� '. � ;�d" PROVIDER(S). ~ cLL'n � � �`r '� � -�� �' 6. CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUC110N THAT ARE U .� ___-_r � ��, �- : �, , ,.:�f ,; � � Y � '�-.. � �x � TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH WITH NEW GRADE. c� ______ � `f � ,. , � � , C1 l � - , , .. c� , . �" � �- ; � �,, �;.� - .., � - : �--�' �. '°� 7. ELECTRICAL OR GAS UTILITY SERVICES TO BE REMOVED SHALL BE REMOVED AND RELOCATED � 0 � �t.�r<�, �� \ � r�,,��"�- �.�"�,� ,-'"�,...��"�, �,....,'' ,,.��.. , l� ,. �....� ; � U `�`�,, ,�F�,,��` -w , , ,. f _.. ..- ,. . ;, ,. ; ,: c�, : �; ` ' (AS INDICATED) BY THE UTIUTY PROVIDER. CONTRACTOR SHALL SCHEDULE AND COORDINATE m f� � � ...,.�' �w "��.�, �.,� : , , . � c.� . Q w '` _ • , ', .,. y � Y���,.�,X ; °� ,' �� � THIS WORK WITH THE APPROPRIATE SERVICE PROVIDER. ALL SERVICES SHOULD BE � J ,� , � _ ,: � �....�,_ t� z $ ��„_r�, `��" ��' ��_, , ,' ° �� . , � ` ,� '` RE-INSTALLED PRIOR TO THE INSTALLATION OF PAVEMENT, SIDEWALKS, CURB AND GUTTER, c� �,.....� � ;:_,� ,... •.. �,_� ��� 3-w..w - ,, �, O � , x � � ,, ',�, ,,� �.v � .�.,� � OR OTHER PERMANENT FEATURES. c> > � • � l _: 1 � i �*,....s'`��, �� ..3� .::.... .... . ....,... ',� .,.:.r' "... ,... .,��M....."�{ '��'+. ..r� . . ... � �.:'r, ��� �� ���. �. ^ . � , , , , � ,. \ ,: �cc�, : 8. CONTRACTOR SHALL RESTORE THE LAYDOWN AND STAGING AREA TO ORIGINAL CONDITIONS " ' ' °` ' " � �'�'�--� ''�` FACTION OF THE OWNE PRIOR TO DEMOBIUZATION AT THE CONCLUSION � ��. �..... � AND TO THE SATIS R, �s x .ds: � �. w ......� ��____ . �s " fi...m�...,�•� -Y'"', ��j :, �. ;, Q� 9 CTION OF THESE SOILS PERFORMED ,... , � - ; ° ° ys . CLE NESOL SJ SHALL BE UTILIZED FOR BACKFILL COMPA ,. ,, , ' : � ,, , . �a'` _ � : , ,. �s ` �� $ `�=�}'`m' � \. .. - ,,d` �,�`� 10. CONTRACT RN TO CLEAR/DEMOL SHOTO THE LIM TS EFINED BY THE SILT FENCE AND/OR , ,: � , I� � � � ` � �`' ����I , . , ���rrv, , ��''} / TREE PROTECTION FENCE. r � �s �s .. � g � : t mm,���r.� .. �,,, � ;, } ; ---- ;, T � �,.� � �� 11. ALL FENCING TO BE REMOVED SHALL BE REMOVED AT NEXT NEAREST POLE. � _ ., �: ......� ' C� ° � - 12. VED (SURFACE OR SUBSURFACE) TO BE STOCKPILED AND REUSED ,. �� ; ;. �,��` ONL SITE WHERE POSS BM E. , ,: �� � ° ,,x�� ��� 13. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL � - • 19 .63 194.43 °.. Q � � ,.�... O �,,- � ,� / ,� Y WITH ITEMS TO BE REMOVED. 195.34 � � ' �`"'�`� ,�'� 14. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS �`� �` OTHERWISE NOTED ON THIS PLAN. z = � 194.86 ' 194.08 �� " -.. ``� " � a � ��``� 15. ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO MULCH, AND .. . 10 PARKING SPACES ''.. �� � 1..92.: O ' ��,� " � / ,,��` 16 STOCKPILED FOR FUTURE USE AS MULCHRFOR PLANTING BEDS. PTH OF 12" BELOW � ,.. 0 � ��` . ALL TREES TO BE REMOVED SHALL BE G OUND DOWN TO A DE w 196.05 195.48 1�2.55 s � � � �';�, �,��� PROPOSED FINISH GRADE. 0 195.95 HC �94. 2 194.�. � ..$ � .� O�� � J �,� � Cn , � `~�.. 9�,3 5 19 4.3 � ��. f�'r�k„�� O �` ��``� 0 �...� e eeeeee. w�,,..�,�.� �j ..�t��,,�� ��� k "° i , ,� �. .... 195.47 , � : ;: �...�...��' ,�` ,,,. \ �� '�k " ,,` ,,., � , .."�,�.m., ; ; �..� N ,.,. � `��,'` , .. , ,� � �t �'" �,� � _ `'�`: °° �_, '' F�"- 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE •;, ,.. \ �,. 195 195.02 ., ° ,°' ry`�+r � �``� / .� � "�-� CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION w .. " ` � , � ; sF � SF , SF ' �� � �'''� �� �` '`� MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR ,. �..-- ���, ° � �`� f, ' `�mm�x�� NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO � � , '°. F� ` � '� ' ... " � � .-. CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY O �,,----� � `� - ' � ,. .... ,���i . . ° `�` �' �� � . : ,, � � � � � ,,,�-,,, �� ��� ,�� � �,� � / �``� `� �,hwy; � 2. D z � ��. . , OR ,,: � .� ,: f,r--' . }-�� , . .�' � � :. � � � `��. DRAWINGS THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING �. �. � . � �,,,-- � � � L FIELD CONDITIONS AND THE PLANS SHALL BE � � /' �x, ��'`�, �` ,� : , ���''�,,�```� �� �,� �,� ��- R PORTEDYTOIS HEE ENGI�NEER MMEDIATELTY.UA w �, � �° ,: �,� �X "� 3. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER z r �.�,�" W � ; ,.. .'��,..- , ��. � ,�` �`` . � . � � �� x� � �� � ��, �. . ,, ... ��� ,. ,���` ,�-,� 4. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON � ` '��, /" ...- , ,. j � ��4 SLOPES THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED. , ,. ' �.- ; ,- ,� � �� 5. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO , } ��,� r , J � ,. a � f'� O � .... � � �� ,, 1 ,� `� ,�``� ANY GRADING ON SITE. PLEASE CALL FOR AN INSPECTION. _. mm � �,�. , , ° � - ' ' ' *- �' �� �" ��- " � 6. SEDIMENT EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE ��,.�. ,;::: \ � ,. , � , , � / f.� _ , ° � � _ , ; <<�`'� <v � `� �"� � � ° „�. , ` � IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF � ` .�_w�' < ,�" ,--''f� �.: �.:�� ,. , , � ,, . - .. ; �`' ,� �m. � '� 7. CON RA TOR TO C ORD NATE AND BE RESPONSIBLE FOR ACTIVITIES WITH UTIUTY COMPANIES � `' : '� \ ��....,r ,,,,-•'" "� � ,,:'�,„ � ' ' °i . � ,,� <<�� r � INVOLVED IN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER , { � . . , �� ,. *� � , � r 4 i ... :�� : : . ` . .. ... �� ti "� '°� ' t � ', f .. .r'• {.' }� �;...,� � ,w.,p� � � METERS, ETC. . ,,,--, � � ,; � � ; � ) - , ,�� r'� , ,s°` ' � 8. PIPE LENGTHS ARE MEASURED FROM CENTERS OF STRUCTURES. CONTRACTOR SHALL ADJUST ` '`f � .. '°- , f% ' � ` °'' �� ` �� � � �� �� � '� - LENGTHS AS REQUIRED & MAINTAIN DESIGN SLOPES AS A MINIMUM. ~ _. , , �.----'" , ,.. , ,s'°� ,� � � : " � ` �" 9. CE PRIOR TO ANY DEMOLITION, L ;;:. ,.< << ''� '_. ;� ' �,O' , ,. �., . ,� � ,o° ,; � � �ja SSUANCE OF AO GRAD NGBPERMITLA AND DISTURBANCE OR � � � � << , ,,. • , , � .,�-'"r , � -._,,� , ,�,.r ,, ,� .,r �. . o ,... . ..,. r' / .��� r' €�� � � •., �...� , ,�" 7 f f ' . ':;. ,,. �`� .,..� . � " ��.��„„,w � . t.....� f� � '� �W � °o v�i ... . . -.:..� .: .. , -..,. . � - � 'p ' \ r � � ,.. . .''� � O �/ � ��� �` ; . � �fi..., . /' . ..:�',� ,.�''? .', I _ ^�� ,f w .�-' '' :^ �'- f ...- e' . .-{` ., f. .:" .:,- ..,"�� \ , . , , , N co co� � ` 1 � ` �` �' �� . r . '?:_ ::- .:. d . Q a�i U o ' m .. � . � ., ,* , . ..... , . .� . .. �..,.,, ,�„ ,... .,. ,. �;.. . _....� �----_ ` � " �o Z co°� 3 f� � `� � d � �' �� �'�� `� ��� LEGEND , '. # ,� � `��,.�Y �:,-�' � � � �' w ,�o "'"'� W ` � ��`' ` EXISTING SPOT ELEVATION a `�� °'�'°' � ,. ` : . , . .. .. << < � ,..� � ' ;'� ...._ . °�._a,-' 3 g , `, � ,� � H ni �m °' 3 � V cncCF� 3 360.19 z � PROPOSED SPOT ELEVATION Q a :::. M.E.G. MEET EXISTING GRADE � i5•0% SLOPE SF SILT FENCE - SILT FENCE OUTLET � ��o�o�o CONSTRUCTION ENTRANCE DATE: NOV 22 , 2011 DRAWN BY: HNJ CHECKED BY: GWP REVISIONS: NO. DATE GRAPHIC SCALE PROJECT NO.: �° ° ,° � �° �° H9001 . 00 ( IN FEET ) SCALE: 1"=20' 1 inch = 20 !t GRADING & DRAINAGE / EROSION CONTROL PLAN DWG. NO.: OF _ � � � w w PLANTING NOTES: w z � z 1. TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR J � � '-' ¢ ��{ � w o a ' ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO � w J `�° � ��' w� � ' TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PARA LOS ARBOLES." U w U � � � ' w �,� t"s� 2. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A � � � o z � w ozS = n �t�` ��` TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE O � Q w �? o � �� j;`� � SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE � � � J a�', � .� ��,. `,#"X SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY � Q �''� � � '-' � SHREDDED HARDWOOD MULCH � � �` OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN a � � � z (TYPICAL ALL PLANTING BEDS� �� �?"`� �� THE BOUNDARY OF THE PROTECTED AREA. U � ��, ,' `�,. � r Y ' �� � � ,�,,,�,�>��f''°�`'`'�` ���`�����>��f'�w..��, �,..���� � �..-�' � 3. LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF U O �...pf"'�r "�"''�, �....�' �, �,•�.,� � COMPLIANCE. �,....�'�'_"'{��,�,,tt ���:��x.w.,��....� (1)A RA ,.....�, x.w��,� 4 ��...r' �,�`{ � J �'`�"� f ;x...•�' f 4. ROOT ZONE PROTECTION AREA: EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES, OR SIX FOOT 0 U �. � �� i '`�'`3� 4�X""� � `� RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE U > �,..�, � �, �.... ITV(3� "`}''��-�,..�.,�� ��,,.aw�•-��``�"'' `� PROTECTION FENCING AND WARNING SIGNS. � � ,�....x�..,.}r I �,,�`` 5. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO BE RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL, TILLED IN TO A 4 � � �, `��°��,��� ��'` DEPTH OF 6". ALL DEBRIS, ROCKS, ETC. LARGER THAN .5"ARE TO BE REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL & DEBRIS I =" ��w�'.f � ��`'j / REGARDLESS OF SIZE ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING. � } ��=m� �.� , ��� {�� �� � 6. TREES TO BE STAKED WILL BE DESIGNATED BY THE LANDSCAPE ARCHITECT. TREE STAKING FOR CANOPY AND LARGE EVERGREEN �,�``� �,��`'} TREES SHALL NOT EXCEED 90 DAYS. ARBORTIE STAKING AND GUYING MATERIAL SHALL BE USED TO SECURE TREES. � — — — — — � _ ,��``'r�� / ,,�`"�� 7. ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF APPROVED TOPSOIL, TILLED IN TO A DEPTH OF 8". ALL DEBRIS, ROCKS, ��``� �``� ETC. LARGER THAN .5"ARE TO BE REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL & DEBRIS REGARDLESS OF SIZE ARE TO BE � � � ,�``� REMOVED PRIOR TO SEEDING OR PLANTING. 10 PARKING SPACES mm--�` �`'�� Z = �.�..� ~ �� / �� � �;� �,�`� w � ' � 0 _ C �,... � � ��� � � .. y ...✓ J'"'h.W."�..�f �� �� lw.w . t O O O O O O O O ���; �' ��,,�. ,f.�-, �-.,�. ,,f.-,��.,, .�. '�•v ' � � �� r f ` ��` PLANT SChEDULE 0 � � � � � � � .... ���..� � � ��.... �.... .... � ��'` �"'�r�^w . `�'` � f ,J r ,, 4 l „. � �' �``� ,�``� TREES BOTANICAL NAME/ COMMON NAME CONT CAL SIZE QTY REMARKS w O PLS(3) � v ARA(1) �""`� �` / ���`'` ���k��� AfZA Acer rubrum 'Autumn Blaze' / Autumn Blaze Red Maple B � B 2"Cal 8' MIN. 3 r ^ � � � �` k � �J 1 ARA(1) ��, ,�� , �°�`>•-.� CC Cercis canadensis / Redbud B � B 2"Cal 8' MIN. 8 � a �...,, �` ,� � �,'<<`� �..� � �~~•,�, PLS(3) �-�, �� ���., � �,� �``� � `�`� �mm, � SHRUBS BOTANICAL NAME/ COMMON NAME CONT r-iGT. QTY REMARKS w O �� �t� ��` � �` / �� � mm�' ITV Itea virginica 'Henry's Garnet' / Henry's Garnet Sweetspire/Virginia Sweetspire I 8 3 � _ �' � � �� �� ,,�� PLS Prunus laurocerasus 'Schipkaensis' / Schipka Laurel ---- I 8" 6 � ���, ' � � <<� �"�� �`` ��` r,...�� w �.�} �, t� ,�` � � �.� ¢....� ����` ��`� , ��`� ��` �" Z f�, �� �� � �� ��� w i "`1�� p✓ � � f � �� �� ���{ ; �hw� O ```� �� � ,� �. '� ,,�'j � �"``� �f``� � �% ���� ,�`� %_ \ ��` � ���-� ��� VEHICULAR SURFACE AREA VSA ��� <v � � �� ,�.� ���� �l� �,� � LANDSCAPE REQUIREMENTS: ) O �} �� O� ' ,.. " � ',��,` r" } � � � �. ,�i f-`.� �} � �� .�'`� ,�"....�,�.,, �,.n REQUIREMENTS � � '� TREES: 1 PER 2000 SQUARE FEET � i�, -�� ,\J � `�` `� ��w f, 1 ,�,� ��� � `'M��'µ�� �� SHRUBS: 1 PER 500 SQUARE FEET ; � � � �� �� �. .� Q � � � � �� � � � � � {" VSA SQUARE FEET: 4,433 SF ; r�-k_k n ,�`` �' TREES REQUIRED: 3 � �� i"y � / `� � ;� SHRUBS REQUIRED: 9 � � i �_����' �� O �� �``� ,r�,, `° � o Q � "� EXISTING TREES EXCEED VSA REQUIREMENTS �w �' �o N � � �� � � � � � ,'� �`��.�"� `� � ��� ,�� TREES PROVIDED: 3 Q �, ^�^ � > N��� '�� ��''3 �� SHRUBS PROVIDED: 9 a ��z°° 3 w ,.o m� � W � ��m��� a �' ���, 3 � � vcn�F� 3 z � Q J a � .:::::: x�, : , :::::: �....��, Jy � �'`+.,....F'>k._..+t�,,,v,�., ......�.....,��rd �.�� �����"a..�.� �`.,.....✓{ '�'*....��S ��..g�,.. � f��.�.�� p, "�`"�'�..� ' �,.w.�. �.mm.� '"_``�.�.,� �,...� �,n..w�� ���.�' �.....� �����`�....�r ���'x.....� �.....� �x.v� �, l�xw.� � _ �s--��, -�,.xw.�,�..�.x�� �,....� (8)CC �� .� ��..,, �xaw�, ��.....���, x.�F� ,.....� � �,.. � �� �.....�� � . �,....�, �..�� �' "�;�--��„� �h-�`��; w..w.� �; �...� � ���...��F DATE: NOV 22 , 2011 ° ` ` DRAWN BY: HNJ P ° ° ' 9G CHECKED BY: GWP � a 4 � � REVISIONS: ❑ f� ❑ v ° °` ° NO. DATE o p o ° O 90 O • l'�'t ..... Qp p �' i�.m��� � �.....,�r��. � �� �f��� � GRAPHIC SCALE PROJECT NO.: � �a.mm ������ �° ° ,° � �° �° H 9 0 01 . 0 0 ��� ��. ����r.. � �;��� ( IN FEET ) SCALE: 1��-20' �,.....�� 4 � 1 inch = 20 !t � LAN DSCAPE PLAN DWG. NO.: OF _ � � � w w H � z w z � z J o v, ,� Q 2' TO EDGE OF PAVEMENT w J � � OR PARKING STALL N � 12" x �" PAINTED REBAR SPIKE w w U � z � � � o z �n iw ASPHALT RECYCLED PLASTIC WHEEL STOP O °� � � � o � 6' LENGTH BY TAPCO OR Y � w w � � APPROVED EQUAL � a c+� ~ � rn � a c� c�n �a rn � H w U `� � U �i U m Q w � J z v O � � U > 3 RECYCLED PLASTIC WHEEL STOP NTS � � � zo wQ THICKENED EDGE WHERE � W GRAVEL AND ASHPALT MEET 2" S9.5B 2" S9.5B � � - - � � �' �' U ~ cn � � 8" ABC � � Q o 6" ABC � (�} � �" p � '�, � �. �} O�� � . ° � �}o o . o C7� ff ' {}o �� �J � C3 {� {�a C} o o «o °O � O ���--'`" O � C7 O �. •�� C�� ��� i � 3 i i i L � PREPARED i..� fa �i; �a a i; f� i..� fa � � \ � SUBGRADE r+ f rf + Tf f r+ f � , ^ �J,J ��_i i� �� �� �3 ��_i i� � � � wz ASPHALT PAVING ON AGGREGATE ASPHALT PAVING ON AGGREGATE z � 4 BASE -STANDARD DUTY 5 BASE - WALKWAY �C � NTS NTS w �^ I..L � O J � ACCESSIBLE ~ � � � Q m � � � o o � o � � � �°^ � RESERVED HANDICAP PARKING HANDICAP PARKING Q �, > N��� PA R K I N G SIGN � EACH SPACE SIGN � EACH SPACE w ;.o?°° � W � ii�o��'�' 3 O WHEEL STOP WHEEL STOP � N ���'°' 3 � vcnc[F� 3 FLUSH CURB FLUSH CURB Q ;.. (n J 12" i y a � 1Lw , O � SIDEWALK SIDEWALK 0 ° � MAXIMUM � ° ° � � � � � � � OO PENALTY °� � 0 0 250 � o o GLAVANIZED STEEL U—CHANNEL o D D i SIGN POST-2LB/LF (TYP) i in in 11'-0" 5'-0" 8'-0" 9'-0" 8'-0° 5'-0" 8'-0" 9'-0" SLOPE TOP OF CONCRETE r VAN T r HC r SIDE � r HC r r HC r SIDE � FOOTING TO DRAIN (TYP) ACCESSIBLE SPACE SPACE SPACE SPACE SPACE HC SPACE I I=I I I �.• I I=I I I= � I 1=1 I I � � - I 1=1 I 1= VAN ACCESSIBLE SPACE NON-VAN ACCESSIBLE SPACE =I I I=I I �: I I I=I =I I I=I I : I I I=I I—I I I : a I _� � I '� a I I—I I I� I l iii� � i i i iii=�� =iii � i i i ii l l l,� � 12~ HANDICAP PARKING SPACE ��' 1� HANDICAP PARKING SIGN (VAN ACCESSIBLE) ' $ NTS DATE: NOV 22 , 2011 �2 RESERVED PARKING SIGN DRAWN BY: HNJ �3 MAXIMUM PENALTY $250 CHECKED BY: GWP REVISIONS: NOTE: NO. DATE 1. THE RESERVED PARKING SIGN IS TO BE 5'-0" IF THE PEDESTRIAN PATH DOES NOT PASS UNDER OR AROUND SIGN IN ACCORDANCE WITH FIGURE 4.1.2 OF THE NORTH CAROLINA STATE HANDICAPPED ACCESSIBILITY CODE. 2. THE RESERVED PARKING SIGN IS TO BE 7'-0" IF THE PEDESTRIAN PATH GOES BY, UNDER, OR AROUND THE SIGN IN ACCORDANCE WITH PROJECT NO.: FIGURE 4.1.2 OF THE NORTH CAROLINA STATE HANDICAPPED ACCESSIBILITY CODE. H9001 . 00 7 ACCESSIBLE PARKING/SIGNAGE DETAIL SCALE: N/A NTS S ITE D ETAI LS DWG. NO.: OF _ � � � w w H � z w z � z J o v, ,� Q QJ � a � � � N ^ ¢ w w U � z 3" � � � o z � w O � � � _ ^ � C7 0 (n � w � � U � � � ~ J � O ac`� c�n �arn z H w � 3/4" 3/4" U Y U O ��8,� ��8�, U m � J z v O � i� ° � � > 6" 3" 9/16" 9/16„ %4' �" GALVANIZED 6"X3" X ��' SPACERS WITH �" � BOLLARD MIN. I.D. � � ` _� 3"Xl3"X/�" � ��„ ���� �"x2�" GALVANIZED � 7/d' STEEL PLATE BOLT (PAINT HOLE FOR TACK WELD PlN CAP, EXPOSED AREA TO � Q LOCK %" DlA - MATCH CORTEN) TYP. � a /�, ��, � � ,��� LOCK PlN � w STEEL TUBE FRAME w � FlNIS � BEYOND � HINGE PlN j�� � GRADE J % %" CONTINUOUS WELD � (SEE STRUCTURAL � ~ � � � ' � R � � PLANS) J � � � , � �4 TYP. � H � � „ i , i � Q � 3 X 6/4 X /�' � � BOLLARD ' - STEEL PLATE \ w COIVCRETE �� � � Q STEEL PLATE STEEL PLATE � � FOOTING � � � jA HSS 3"x3"x�" � � ���"X2..-6���C�' tt W (SEE STRUCTURAL z PLANS) � H � � � TYP. L0�K %F DIA. B HINGE PlN �h � �� ` //4 2„ X l/�" X/4' � � A A � Q � %4� B LOCK PlN T, r , rt � N OTE: O SECTION A SECTION B REFER TO DTL 1/2N FOR PLAN OVERALL SIGN DIMENSIONS � SECTION 'AA' � � HINGED BOLLARD NTS � � � �m a� E TRAILHEAD BRANDING SIGN CONNECTION � `� °°^ °' ?� � � ��� � SCALE:FULL SIZE a �o z o��3 w ,.o m� � W � ��m��� a �' ���, 3 � � vcn�F� 3 z � Q J a � .:::::: ARBOR TIE (3), WHITE FLAG ON EACH TO INCREASE VISIBILITY. TIES TO BE REMOVED WITHIN 90 DAYS. TRUNK FLARE AND TOP OF ROOT BALL SHALL BE AT GRADE IN WELL DRAINED SOIL AND UP TO 4 INCHES ABOVE GRADE IN POORLY DRAINED SOILS. MULCH: HARDWOOD DOUBLE SHREDDED (3") MIN. 4' DIAMETER MULCH RING SOIL SAUCER: USE PREPARED SOIL (6") MIN. VARYING DIMENSION WOOD DEADMEN (3) SEE PLANTING PLAN DATE: NOV 22 , 2011 � FOR DIMENSIONS DRAWN BY: HNJ ////////// /////i ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF CHECKED BY: GWP BURLAP. NON-BIODEGRADABLE MATERIAL SHALL BE TOTALLY 3" MULCH MIN. PER SPECIFICATION REVISIONS: REMOVED REMOVE ALL METAL/PLASTIC CONT. PRIOR NO. DATE PREPARED SUBSOIL TO FORM PEDESTAL TO PLANTING. SLICE FIBER ROOTS IN THREE TO PREVENT SETTLING PLACES TO ALLOW ROOT GROWTH. LOOSEN z.5 x en�� oin. MiN. BURLAP AT STEM/ALLOW IT TO REMAIN ON . � . � BALL PROJECT NO.: TAMP OR WATER TOPSOIL MIXTURE AT 6" INTERVALS. H �O O 1 . O O TREE PLANTING AND STAKING SHRUB PLANTING SCALE: N/A 5 NTS 6 NTS S ITE D ETAI LS DWG. NO.: OF _ � � � w w H � z w z � z J o v, ,� Q QJ � a � � � N ^ ¢ w w U � z � � � o z �n iw O � � � _ ^ � C7 0 (n � w � � U � - RECYCLED GRANITE CONCRETE COLUMN— � Q c� � Q � 0 � � " �� �� ' .�� � � CURBSTONE 'RUINS' SEE STRUCTURAL DETAIL � �''� � °� a' z '� � '� � ' � � '� � �` LAID FLUSH WITH GRADE. � � �w � � �w� - �w�� � ��w� - �w� � ` ��� � STONES TO BE PROVIDED U „"� � �, "v��,,,"`w�.r' ,.".r � �, "v,�,r' ,.".r �,.".v� ,� w w�`� „ „ w BY OWNER � °° U , 5 ,. � u u � ,. � ,. � � ,. ,. � u ,. � ,. � , ,. � , 5 ,. � , u � , 2'—O., O w �. Y W , r w v�� � Y �. �, Y W s�� �W Y :��s� W�s� � Y v�s� W�s� w ��t� v�s� � W�� �.�t� Y W�w� � ��.��, W 4 n . d,� �p � W w � W , . W ,� w , <TUF�F � W , . w w w � W � w � w � ,� w � W � ,� � ,� 0-5 3 _� ° 4 Q w (y�� � � w �w r V w w ~ ��Y r w w . w w~ r W w w Y .. . w w m V w w r . w w v '-.,w w Y .. w v w w v Y ., ., r V w w r �w w r W w w r V w - � ' 4 a . 4 �4. 0 H ,."', w,� w,�W u ,r W., ,,, r,,. "`.,.� r,,. ".,." , ,� ,. ,� ,� u 30" HIGH STONE COLUMNS � 4 a � U > ���° ,. u4v4a u � a u � " a _ u ` u � � w v4a � � WU v w � � � � u � � a � � � � u4v a � � � a4u BATTERED ON 3 SIDES o o � 44b" ° <. �° v , � � � �� 1�A� � � � v � � � � r � ��� � , � � . ' r � , � � � � � w � , � r , � ` � � �� r � , � � � .,� w� � � ��� � .� ��-3�4�� a� ° . � " w w w u w . .., w��� W` ' \ W . w . ., v . . w w . W r w w .., w u w . .., w . W s w . . W � �ab � �a d.. . . a4 - 4� � '� V ' � � '� ' W w W W w Y V � � '� V w ' � w � '� ' w � w W LETTERS TO BE LASER CUT INTO A b 4 -04 r �. .r .�. ,� .� ,. .� �. .r .���� •, � ; � w��� ,� .� r �. . ; � �. .r .,. �. .� 4<� ,� .,. , .. , , ,. � ,. , . ,. �,r .,. � � . ,. � %'�,� .,. v ,, � ,� ,� .,. , .PRECAST'���fal�F��T�.,. � ,. � ,, ., , in in SIGN PANEL (2). 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"�,° .� BOLT THROUGH ALL 3 LAYERS OF ° � � � � �. � u v � �. � �. � u � � �. � � � � � s � � u � s � � u v' � �. � � �. � Y .. � STEEL TYPICAL OF 6. MIN. MORTAR JT. WIDTH °4 a u � ,. ,. � ,�. � � � STAINLESS STEEL DOVETAIL SLOT / 44O ;, � v� ` � ° � � ,. 1" (25.4 MM) WIDE X 1" (25.4 MM) DEEP 7 Q , � �� � R X 5/S° (15.9 MM) THROAT L t * � -R13.5` � GRIND ALL EDGES SMOOTH a z M1 � �, ^ STAINLESS STEEL DOVETAIL � W �L " R ANCHOR ' t � � ° RIVER LOGO TO BE LASER CUT W T fi �� T 4 " T INTO CORTEN PANELS (2) � y � � n � � � � 1 LANDSCAPE ARCHITECT TO J , � v � x � v � � � x v � v � r � � .. � , w ( � � w � � w � w w � � � w � � � , w � , , ,. ,, r ,, w ,, w � ROU N D W ,� w <, < , , w � w v . w , w � w w � w A .,. r �. � � L ',� ,. �. v� L ',� ,. �. � v� . . — V ,, _, ' � 4 o I� � fi �. �a �_ � ° " - , ti � � V ,. PROVIDE CAD FILE TO SIGN �T FABRICATOR PANELS TO BE ' STONE VENEER 5 6" � w" w ' w w w � w ' w w � w ' � ` w w ` � ' �0' � � � u v u � � � v u u y - Y � � u � - u y - � � THICK WITH NATURAL FINISH SEE PATTERN BELOW � � � � � � � � � � � � � � �� CUT GRANITE STONES WITH � �"� � �` ° ' � ° ` � � '� ° � ` ° � ` ° ��° � � ° � °COLORED dc �° , � � � � � � ` � '" ��w ` �� w �� � w`w '" ��w "v` „ �� '" w� HALF INCH MORTER JOINT _ - CONNECTION TO WALL � � � ' � � � � � � � � � � � �TE�CTURED �� � � � _ � � _ � �� wC�N�R�L �J04NTr w � w w r w r w � � w. r 1.5'L X 1.83' INSIDE � � R HSS3x3x�", TYP � � w w � ° ° , � w , � ° ° , s ° , � w � �p����w�� w � � w � „ •,• ,r("T.YK'l�/�L), v��"T,.YPvE �"�I"G�V" ����IN� „ v DIMENSION X 2' OUTSIDE � � CORTEN STEEL FRAME � � � �S�ON=E BA�E: R�FER�T� DIMENSION. `V � . " . "v �w v �.." . � . "w�' v�w�' v . w � w w � w w � � �� w � � w � v u " " u � � " " u " ��IC�IN��f�IN� �LAN� �O�� u I I � 0 �� � � , � „ � �. � � , w � w � � .� w , � v v v . 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WIDTH �" INTERSECTIONS ALLOWED. � � � °� w � � � : � ° � � � � ; � � � v � � � ; � � � � � � v �w� , � � � � � �wrvww� vyww� r�ww vww vy �wwr�ww� v �w�w�www� , I LJ,J � w " � "w "� ' „�� " ��TU R� '" w ` W " , '" w r w ' ` W '" w ' y ".,. " v v " .L �,�".,. '" v ..•�. � � .,.". � �. � � .,.' w ".,. '"� STON E VE N EER �w " ,." ��, � � " �" � �, `, � � " r ,� ` .", ", r ` , ", v � . . � v � v . . � v � � w � v � v TOP OF WALL � COLUMN � " ��.,, " u� a ` .0� �".,. ', w �, . .� .0" ,��".,. " �, . .r,,.", w �, r,,. w � � � � w w � w ���TU R� � W � ,� � ,� �► v 4 ` � �w � ��� � �� ` � � ��� � ��� " . ' ` � � ��� " .��w " . ' �� , r w r . � , w , w ��, , w , , ,, o ° USE LARGER STONES O > . > � w � r > � � r w � W � � � � � � W � ,� ° � � �. �. ° � � �. ,. v� � ,. '" � u.•�." ,y �, . ' AT CO R N ER S � �,.". � , �.. 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CONCRETE TO BE ACID STAINED BROWN IN COLOR ACID STAIN CONCRETE PAVEMENT — DARK GRAY �" PREFORMED EXPANSION COLOR JOINT FILLER WITH CAULK TO ASPHALT PATH — REFER TO MATCH CONCRETE COLOR ENGINEERING DRAWINGS FOR ` DETAIL SCORED CONCRETE #5x12" STEEL DOWEL CAST INTO < PAVEMENT COMPASS STONE (LUBRICATE #° ° ° �a #5x12" STEEL DOWEL CASE EXPOSED END) ° pa ,�" INTO COMPASS a q �'° °4 4 a;� � a " , 6° THICK CUT GRANITE STONE a� ° CONCRETE (S ' � d d . , PRECAST CONCRETE 'COMPASS' 4 8 A p < — PATTERN PER PLAN �������������� SET BEFORE CONCRETE WALK b �4 a 4a `° � FLUSH a ° ° � � �{� �� �� �t� �� �t� � ABC qd � � � d b a4 A °�° 1 �" MORTAR SETTING BED _ _ q a 1/4" a ABC BASE 4a ° PREPARED SUBGRADE � qq � p A � p � 4 , a K �< � a �a� a < a, a, q a #p ING / _ _ d. � . .av .a . 4 '� °a a � 4" CONCRETE PAV W ; , a.' na .,J /y $. . .. . � eo . ,:.. .Ap . . nq, ' .. � . . a ° ° ` ° 4 � THICKENED EDGE � . . < ° , a �4 ..�a a .� .� . ° . ..< .. aa 4� , � q 18" +/— (SEE DETAIL THIS SHEET) PAVEMENT SHALL BE CONSTRUCTED OF 3000 PSI CONCRETE. 44° SURFACE FINISHED AND JOINT TO SCALE SHALL BE INDICATED ON � � � � � � � _ ° ` � PLANS AND DETAILS � � � � � � � � _ ° 4 ° a DATE: NOV 22 , 2011 � _. ���, i . i i � .i i. d4 ., ... . . v (� � ryi ,•t �. t .. � I. �...... � . .. _� �- .. �.. ..... ... . y j ; Z _ ; � _ _ ! :"a _ _ _ _ _ .. .. . . . ._ .. , .. .� �. — ° 5i��� ! ,— — — — — PAVEMENT TYPE ABC REINF. CONCRETE � , i ;; . , CHECKED BY• GWP , , ,— , ,— — r.,� !._ r...; 2,� — _ _ _ SIDEWALK/TRAIL 3„ 4,� . REVISIONS• 3� 9�, , i ' NO DATE ' ' ' ' 4° COMPACTED AGGREGATE COMPACTED SUBGRADE 5'-0" BASE COURSE COMPACTED SUBGRADE 2 CONCRETE TO PRE-CAST CONCRETE CONNECTION 3 PRE-CAST CONCRETE COMPASS GRANITE ACCENT BAND 5 CONCRETE PAVING ON AGGREGATE BASE PROJECT NO.: NTS NTS 4 NTS NTS H J O O 1 ■ O O SCALE: N/A S ITE D ETAI LS DWG. 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FOR PIPES 54" & UNDER � � W , , � � Z PRECAST � ^ ABBREVIATIONS W p � z ENDWALLS w a m -°��. ,� J H � '� o a Z WQW � J � � �J � � N Q z O HDPE PER EACH �Z � � = X } C.B. CATCH BASIN ���L U Q v � � O H CLASS III R.C. PIPE BITUMINOUS COATED C.S. PIPE TYPE B � � FRAME, GRATES w = z N z STATION � � Q DOUBLE WALL ~� U � ``� AND HOOD V N.D.I. NARROW DROP INLET LL � H �' '�;� W (UNLESS NOTED OTHERWISE) (UNLESS NOTED OTHERWISE) Z � � o V Q W SMOOTH INTERIOR Q� � � �- � ozf � � = n � � � J �� � � — + N STANDARD 840.03 N � � � D.I. DROP INLET O w O O z J W Q PIPE �O� � ZQ o �o o ° o Y �' Hw00 � � w � w � U � p � � � � � � � G.D.I. GRATED DROP INLET a N � � � O � � > W j � * � � p � o o °�°� o G.D.I. (N.S.) GRATED DROP INLET � a `� � � °' iz v � W � z U ^ ^ ^ ^ � � � � cn m y (NARROW SLOT) �"� � z V w z — w N = M N � o LIN. FT. � � w � � � SIZE O � a � Q � 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 54" w N w � w � � � � �Q m � j J.B. JUNCTION BOX U U vc~n � W � cJi� Z � Z � Z � A w o a � c�.7 w ~ � M.H. MANHOLE ���A d�� � O � Z Z a o � w ° � T.B.D.I. TRAFFIC BEARING DROP INLET e I � Q w THICKNESS a � � � � � o ° � ° W � W W N �+,+ � � � � OR GAUGE � � o 0 0 � ao � Q W � � x T.B.J.B. TRAFFIC BEARING JUNCTION BOX � U � � r o � o m ap � H rs Z O � � � � rn rn rn rn � I �� O � p c� m co co ti r� o o ao � ao ° ao V � 0 p TYPE OF GRATE � � � �++ '�� 4 U > O O O O O O � � p�p OMD pMp M 0�0 Q � Z ~ V � � � � � S� �� . . . . . . . . � W � ¢ � Z � � O O = � � � p � � o o m � o o U c� � REMARKS cn c/� cn � cn a � o U E F G 14+60 -L1- 1 202.00 198.00 28 25+29-L1- 2 199.00 198.70 28 � 26+80 -L1- 3 199.50 197.00 40 W J > 21+68-L2- 4 189.50 189.00 64 DUAL HDPE �� �,�/ L.L 32+75-L2- 5 191.00 188.00 32 �..�..� 38+50 -L2- 6 183.80 183.40 44 DUAL HDPE � 10+16-WB- 6 187.50 187.00 128 DUAL HDPE � � TOTAL 28 26 32 44 232 � z W � W � oC o U Q � o � °C z W � J O Q = > � LIST OF PARCELS IMPACTED W z Parcel No. Owner Name Plansheet No. DB & PG PIN Easement 20Q C ITY O F RALE I G H 4 D B 1550, PG Q346 1723320892 NlA � � 201 CITY OF RALEIGH 4 1723114635 NlA J � O N �� °C W N � � � � � 202 C I TY O F RAL E I G H 4, 5 D B 3515, PG 709 1723414973 NIA � z� o � � Wa = � � 3 � � � � � MM � o 203 W I LSON , ANN I E 6 DB 931 , PG 601 1723605680 Pending m N � Q ° � N � � � � � � � � w 204 LOC KHART, I S REAL 6, 7 D B 931 PG 601 1723609076 Pend i ng Q � 205 QUALITY PROPERTIES ASSET MANAGEMENT 7, 8 DB 14217, PG 1662 1722780727 Pending � � � � 206 QUALITY PROPERTIES ASSET MANAGEMENT 7, 8 DB 14217, PG 1662 1722684975 N/A g 207 MYRICK CONSTRUCTION COMPANY OF RALEIGH , INC 8 DB 10818, PG 1761 1722780311 Pending 208 DOUGLAS, DEBORAH 8, 9 DB 12059, PG 1012 1722781570 Pending 209 BROW N , W I LLIAM J J R 9 DB 11276, PG 1121 1722788048 Pending 210 JASPER, LLC 9, 10 DB 11318, PG 151 1722776743 Pending 211 BROW N , W I LLIRM J J R 9, 10 DB 2966, PG 313 1722874774 Pending 212 LYNN , WILLIAM M . & PATRICIR A. 11 DB 2160, PG 191 1713925869 N/A ����������� ����� 213 C H E E K, J A M E S E. & S 11 S I E B . 11 D B 2 5 0 5, P G 616 1713 9 2 6 9 51 N/A �� N°T �SE F°R ��NS����TII�N 214 SRNSOM , JOSEPH M . & SARAH S, 11 DB 2226, PG 316 1713928946 NIA 215 YOUNG , JOYCE P. & ROBERT 11 DB 13857, PG 1870 1713929933 N/A 216 W v , D EQ I N G 11 D B 13729, PG 1925 1723020936 NlA DATE: NOVEMBER 23, zo�� 217 ADDIE MAE SHAFE & TERRI LYNN GIVENS 11 DB 10073, PG 2575 1723020967 N/A REVISIONS: NO. DATE 218 ADDIE MRE SHRFE & TERRI LYNN GIVENS 11 DB 10073, PG 2575 1723021927 N/A 219 MICHELLE L. HESS, TRl1STEE 11 DB 12431 , PG 2586 1723023906 N/A PROJECT NO.: 220 M C P HATT E R, M I RAN DA M . & J O H N W . 11 D B 6376, PG 808 1723024919 N/A H9001 . 00 221 GILBERT, PEGGY 11 DB 8619, PG 1464 1723034090 N/A SCALE: NTS 222 DON NA H . MON K & DELORRISE R. H I N ES 11 DB 12082, PG 694 1723036053 NlA = H `/ � w i--i � z W z cn z o ,� � � � o g W"•NEUSE� � � Q U OO � alnut C reek �ai� w = z r.i z TRAIL 23x145• � � � o = ^ w � � nSeg� LIST OF SIGNAGEALONG TRAIL � w `° � ° � 5��0 ���R I�� Rules �� a �y � J a, C7 =ub���ated � STOP ��`������` � �rt��A*�WAY � : NEUSE RIVER TRAIL NEUSE RIVER TRAIL � � a c�.i v=i �a rn � z Ri-i �..............................� °�e�ay° TYPE OF SIGNS ~ � 18"X 18" R7-1 Y so°x so" (VEHICULAR) iz�x ia° SIGNAGE SYMBOL A B C D E F G H I J K L M N P Q R S T U V W X Y Z 9 c� SIGN D SIGN F SIGN I ^ e�� d�o � � SIGN A SIGN B SIGN C z � °wo ,-. z � I ��� a w � Z � � W aM � � � � � � Z a Z � Y cYn c�a � Z °z--Xo �ao w � wc- � � I �� O � w �? � � � � W O Z � � �� V Q Q M °� � O_^ H c o j= b`�✓� ���' U > XXXX li Y U � Z Q W H Q lL� 2 H W� X � �� �� O� SPEED � Z � w W � Q Y � C� W U w � C� X a COMMENTS ' alnut Creek Trai L I�I T � Z � a � O � W J (n Q ef � 0 m� Z N Y Q CV �: �c STATION a � z cn = z = �� j � Y� J �- �x x Hours of Operetion: � �J,J � Q Q Q W � � J J J Q �0 � (n,� � � N o a � a � g W v� « � Z � C7 Z (/� O J... W N �� Dawn to Dusk J d J V R2_1 Q — Q Z Z 2 > W Q W a � O � d Q Q d J`. �,_5 1 0 � � a � � o �v, � z o�- o� � z� � �e••x�a•• wi-z� �_5L 12"X 18" 0 H V Q J U' 0 W � W � � J a H O W p Z H C� �� a O co �� 8-XR78-• ,e••X,8•� i¢ cn o � � � � z � a cn � O � �� c> > � cn o � � az �� c�r t�� w SIGN J SIGN K SIGN L SIGN M SIGN P I= = w p Z � v U� Z � mc`ni� J� c~i� a�' pp° v q W " O°� � � m W H a UU � -L1- 10+33 LT 8.5 � R1-1 � I--I -L 1- 10+33 RT 8.5 1 � �..�..� -L 1- 10+60 LT 8.5 � � STOP NO -L1- 13+70 LT 8.5 � W1-2L � � LOOK SIGN W MOTOR . Wll-15 SIGN U � W LISTEN VEHICLES /r -L 1- 13+70 RT 8.5 1 W 1-2R z R5-3 �� CROSS TRAFFIC r��� SIGN V -L1- 15+35 LT 8.5 � W1-2R DOES NOT STOP W4-4P X-ING Wll-15P � O SIGN S �oo Fr w16-2aP SIGN T -L1- 15+35 RT 8.5 1 W1-2L � SIGN R � -L1- 19+40 LT 8.5 � W1-2L � Q � v.neaP � o„-, � � -L1- 19+40 RT 8.5 1 W1-2R � 24"X 12" 8��124"X 18" J O 12"X 9" � -L1- 21+50 LT 8.5 � W1-2R � SIGN X SIGN Y SIGN Z � -L1- 21+50 RT 8.5 � W1-2L W -L 1- 24+50 LT 8.5 � � � J O -L 1- 24+60 LT 8.5 1 R5-3 � _ -L1- 24+63 RT 8.5 1 1 R1-1 \� � SBR SEE SHT 2E 1 1 1 W1-15, W1-15P, W16-7P � W SUMMARY OF EARTHWORK I N C U B I C YARDS SBR SEE SHT 2E 1 1 1 W1-15, W1-15P, W16-2AP Z SBR SEE SHT 2E 1 1 D11-1, W6-4 LOCATION UNCLASSIFIED UNDERCUT EMBT+% BORROW WASTE EXCAVATION SBR SEE SHT 2E 1 1 1 W1-15, W1-15P, W16-7P � � SBR SEE SHT 2E 1 1 D11-1, W6-4 � � � N 0 0 � �p U � I■■I� SBR SEE SHT 2E 1 1 1 W1-15, W1-15P, W16-2AP j N � � �o (� r� ti � � Q W o =oo ao 3 -L 1- 25+20 RT 8.5 1 1 R5-3 � o z o o � v � � c� cn N � � -L1- 25+20 LT 8.5 � R1-1 � N ? Q � � � a w — rn rn i Z -L 1- 25+25 LT 8.5 1 m � � � ~ " � " `-�--� 0 -L 1- 25+25 RT 8.5 1 Q � a � w � -L2- 10+38 RT 8.5 � US-64 °C a � -L2- 55+45 RT 8.5 1 W7-5 Z g -L2- 55+45 RT 8.5 1 a -L2- 56+00 LT 8.5 1 -L2- 18+70 RT 8.5 � -L2- 17+00 LT 8.5 � W7-5 -Y1- 18+46 LT 8.5 � R1-1 -Y1- 1 EXACT LOCATION TBD -Y1- 10+50 RT 8.5 � 1���������1�� 1����� �� NOT YJSE FOR C�NS'P"IRYT�TII�N CONFIDENCE MARKER 2 USE ON LITTLE JOHN MILE MARKERS 2 SPEED LIMIT TYPE H 2 DATE: NOVEMBER 23, 2011 TOTAL 3 4 3 2 5 2 1 2 1 8 2 2 4 4 2 2 2 REVISIONS: NO. DATE SIGNAGE SYMBOL A B C D E F G H I J K L M N P Q R S T U V W X Y Z PROJECT NO.: H9001 . 00 SCALE: NTS = H 1� � �, � o � 0 0 0 � � � � ��� � � � W �°�� � � ����� � ���� ���,� � ���,� � ° � � g � � �[��� �� � �[��]���� W � ° � � �� � � � �� �� � � �� � �� � �� � ������ � � Q � � � �[�� �,� � � � � �� � ��� o ,� � � ,� z � W , � � O asw � � o � 0 0 99 4 � � 1 aN � � �' o � ����� � � � �, � � ��, �� � �� ���� C�� � ����� � ����a s ���� � �4 � � � � � �, w � �,������� o v � �����v���� �,��� N � 0 ���� ���� � � � �� a W ��� ��� x ��� x � �� �� 1�������� E � � � o � � � � > U � � 5�� ��, �ll������ 7C� 7C�� �� � � �99 ��][� � ���� ��� °"'� � � 99 �ir�� �/ ����oJ � / �s °��1�� ������ �C���� E 4 " �c W � X ��� �� ��]�7�°��� � � � �ir���o � ���,� ~ � � / 4 „ u.., � 4 0 � � 4 IV���� 1V���� � � � � �� 7 1V��� � 1V���� �� w 3D 3D � � Z �o�.a � a � � ������� � outs � � � > LJ,J W � C �� 4�� � ��� � � �� �' -1�-� ������� � � 5����, ����� � �� ��� �� U � 0 Q °��1�� ������ �C�� �� 4 �� � � � � � 3 � oC � w 99 99 99 99 � � � "��1� � � x � � �� x � /� � ����� J O �������� °��1� � � ��� "� �� Q 2 „ N � � 1g W E z U � � S � � � � J � U � � N Ln lN �O W (� r� �` � � � H Z ao ao � V S �J[��� �[ ��� �� ���v��,�� � � � _� M � o � � w � � N � � 3D �o�,oso � — � � � m � � � � � � � w 0 ��� ��' � �'� � � �� �� -1�-� ������� Q � ��� ��, ����� � °�� "��� �� a C� � � 7C�1�� ������ ����� 3 g 99 99 99 99 � � ���� � X � X �� X � /� 4 ������ -�-� ������� °��1�� 1 g �� ���� � � � � ����c��,� � �°��� � � o o a � oo , 0 0 0 �o� o 0 00 0 ° o 0 o �o 00 o ° o ����������� ����� � �� NOT YJSE FOR C�NS'P"IRYT�TII�N � OO O O � � O � O O O O OO � O O O I O� O 0 O O O �O O � � O �9 9 � �9 9 � � �� 9 9 � � � �� � � � � � � � D o O 0 � � � DATE: NOVEMBER 23, 2011 ��1��]�7C�L1�� ��� ��, ����� � �� a � O O � � REVISIONS: � ��,�,�� �� �Cl��� �ir7����� �C���c�L� � o 00 � O � � � O � � O 0 O NO. DATE O � � O � � � o 000 O°� � � /�99 � � 99 ]���j�� �IIT����� ° � � � PROJECT NO.: � o � � O �� ������ ° � H9001 . 00 c�������.� l� � `�� o �����l� C� �°���C��� �l� � ��� ��� � � SCALE: NTS � �[�� � �[ ���� � � � c��,� � � g �[�� � �[ ����� � � c� �,�� � 3D �o�,oso 3D �o�,asa = H `/ � w i--i � z W z cn z o ,� � � � o g � � U Q N ^ Q W 2 U 00 � � � � ,� z � W OoZS � � 2 n � Y �?.� w w � C7 � aN � J �' o a c� cn �a rn Z H w U `� Y � U O ���� ��°� � � � I �� H w � � � �� O ; bds� ��� � �..�..� J > � � w � � � w NOTE: z SIGN SHALL BE 18"X 18" FOR TRAIL w APPLICATIONS. � O I..I� � MOUNT SIGN TO POST TO NCDOT SPECS. ALL Q HARDWARE TO BE GALVANIZED AND FILED TO ( � � STOP PREVENT THEFT/REMOVAL `� MOUNT SIGN TO POST TO NCDOT SPECS. ALL � O HARDWARE TO BE GALVANIZED AND FILED TO o � PREVENT THEFT/REMOVAL 4"x 4" POST � � A � � 4"x 4" POST � ASPHALT TRAIL/GREENWAY � �� z � 3 6 W1"2 W1-2 � O 18"X 18" � _ 2" 18"X 18" ASPHALT TRAIU GREENWAY 3'-6" 2° � 2�� ��� � ��%� �� � � � _� l.'<<� � r�f f � � � ..,�,_ :.� ` �..�..� � �,,,, r � � � r�: v �i,� `�: ,,,��, ;�,,. �_ , : �. � �•� �'��� 2�� i�iii �i�i.�:.i�fi�iiiii� ' i� .` . ' � - "' � m - 2"SOLID YELLOW LANE LINE 7 � � � �� �,:: ,�, _� o L � �� ,� �� ���,�,,, 2500 PSI CONC. � ;�°�, � �, ; �`"��� %� ��� FOOTING, (TYP.) �,;:' �� f� ' ` � �i T � � � �� << �,. ,•, :.,��;,; � i � i� �'' ,� �,� �.��,��� ��'���'<��!�;������ � ' ':,� �o o #57 WASHED STONE, (TYP.) � � �� � 2500 PSI CONC. ; .: '�% � N ��;�`�`'��'" PROVIDE WIDENING TO THE INSIDE 2"SOLID YELLOW LANE LINE FOOTING, (TYP.) �.; 'v� ��� OF THE FOLLOWING CURVES COMPACTED SUBGRADE 1'-0" � � #57 WASHED STONE, (TYP.) � ���?' � ALIGNMENT CURVE BEGIN STA END STA LENGTH w � o � �����,� J (O V � ti �� COMPACTED SUBGRADE 1 1'-0" � Z � � � � � W °o =o°o a°o 3 � DESIGNATED AS�B ON PLANS } � M M � � � Ww � � � Z � — � rnrn °o vc=i� � H � � � w � w � � a GREENWAY STOP SIGN INSTALLATION w � 1 3 GREENWAY TYPICAL SIGN INSTALLATION � CURVE WIDENING DETAIL � � 3 � 3 � NOTE: SEE PLANS FOR SIGN TYPE AND SIZE. 3 �j Z NOTE: SEE SIGNAGE PLAN SHEETS FOR PLACEMENT WHEN g CONDITION EXISTS AT INTERSECTIONS AND BOARDWALK a 1���������1�� 1����� �� NOT YJSE FOR C�NS'P"IRYT�TII�N NOTE: TRAIL HEAD SIGNS ASSOCIATED WITH VEHICULAR TRAFFIC AND SIGNS ALONG ROADWAYS SHALL MEET NCDOT AND MUTCD SIGN REQUIREMENTS, AND BE INSTALLED DATE: NOVEMBER23, zo�� PER NCDOT STANDARD DRAWING 940.50 REVISIONS: NO. DATE PROJECT NO.: H9001 . 00 SCALE: NTS = w � � �, � o �T � ��, � o � � Z o � o o � � � 1� ��� � � o o w o � z �°�� � � ������ C ���� ���,� � ���,� C� ��,� � � �, ��� �� � `� � � �� ��� C������� J � � o g ������������� ���r� a w � � � � � � � � ��� ���� � � �� � � ��� � � � �� � � �� o � � ��,��� �,�� �� � � � � �1�� � � � Q � � � � � � � � � � � � ,� z � w 1V��� �,� � � �� � �� � ���� o � � � � �� ��� �,� � � 9 1V�����,��� 9 ��� ��� � �,��� o O � w w � � � � N � J p� � ����� � � � �, � � ��, �� �, �� ���� CG�� � ����� � � N � � �, Z � � � �������� o v � U � 2 � 5 ��`� d�� � o � ��� � W 3 � � � � I �� o � bds� ��� �� ����, �� ���� ����, ������� ����� � �� ����� � ����]��� � ���� o OC 3 ����]��c� ����� W 3 J > 0 0 � oC ���� � 9 9 � � 9 9 ����� ���� ����� ���,� ���� ��� � �� x � �� � � g ��,������ ����� 5�,��� °��1�� � g � � � ]��v���� C� ��,�� � Z 3 �������� ���� ��,������ � ���� c ������� ���� w O w � oC o U Q 1g p � � � w z � � J O Q = > � w 1 �� ����� � �� �� �� �� 2 ���� ��c� � ���� ���v��,�� � 3 ������c� � �� �� � � ��,� � � z 3 �o�asa 3 �o�,o � 0 3 �o�asa � � �' � OC � J � U � � N Ln lN �O 18 W °' � Q H Za�o. a~o. � U W °o =o°o a°o 3 � � � � � � c� cn a� O � � wrnoi v� � � — � rnrn 1 � � � m � � � � � � w 0 a � 0 o a � � � 1 � g a 1 � 10 � � � � � /� �� s� �����.� 10 � � � ������� � ���, 0 0 ����]��c ����� � �� 99 ]�]������� �UI ���JL�L�� � ���� � ����� � II � /� 9 9 1� � � � /� 9 9 � � /� 9 9 JL 0 � ��,��� ����,� 9 ]������ �� ��,�� � � � 0 5�,������ � ���� ,,,ppp���y ����������� ����� 1 � � � O � ���� � ���������v � NOT YJSE FOR C�NS°P"IRYT�TII�N �� 0 0 �� ��, ��� X � �� ��,��� ���� ������ � � ��.� � � g " � � � v � � � a � � 11 1 / � �������� � ���� 10 � � � � ��� ��� � ����� �� �� ������� DATE: NOVEMBER23, 2011 REVISIONS: NO. DATE 0 0 � � ���� ���� � � � 99 � �� � � 9 � ����� � ��� � PROJECTNO.: � �,������ � ���� 4 c������ � � ��� � 9 � �� � � � � � ��,� c�� � �� � � ��� � � ��, ��� � H9001 . 00 5 � 3 ���� � � 3 � � � SCALE: NTS 1� � �,� o ���� �� � � �,� ���, �� � �� � � � �� � ���� C=.7 � W � � � � � � ��� � � � � Z � �,����� � � o � ° `� � z ��� ���� ���r�� a � � g � V Q N ^ a ��[��,� � � �1� � � �1� � `����� � �°� � � � � � � ,� z � w otfw � = � � JL� ��JL d� V V ��� y JL� � � JL � � JL������� � 1� 0 � C9 0 Y � � w °° � � N � J 01 � 0 � 99 � �� 99 1�������� � /�99 1�������� ����� ���� ]� � � 9 �IIT����� a N � � �, ° ��° � � C�1� ����� � ��J�� °��� �,��� � �� �V�°�� � 1� Z � � �°�1�� 9 C���� � ������ ����� , � — — — � , \ °�� ]���� U U 9 9 /� 0 � � ���� ����� m � � /� t7�������� ���� 9 / � I 65 Q J \ � � Z U � � � � �°� � 9 C �]C]C � � � 99 0 � � b�,� � ����� ° ; ������ C�� �� ��� � �]� � �� -1�-� ������� �����, �� �� �H[ � � 9 � . . ������ �� � 99 X � 99 �lUL��I \\ � ���� �������L� �����, � v i � , � ' , u i : �c � � � � ]� � � 9 �IIT���� � � , w ' 0 , � � Dawn to Dusk � > °�� ���� , _ � ', � � � �c � � �� �� -�-���L� �1L�� ��]�� , ��� � �� � , �..�..� � ���� �� ������ ����� � � � a � � o W �,� �� ��,� � �� � ���� 5 �, � ��� ��,� �� ���� � � c���� , / �����.�� �.������ � ���� � z 1 � � � � _ � 3 3 � w O W � � ���� 1�������� �]�� ��, ���� ]H[ � �9 ������ � ��" -1�-�������� �]����, ���� �H[ � �9 �IIT����� � � To Plp � U Q �`� ���� � O C � � pC � w z � �tJC;�CX J O Q = . . � � 1g 1g z . . . � � �' � oC � J � U � � N Ln lN �O /n\\ W (� r� �` � � � � � /� 99 L�������� ���� 9 ���� ��� 9 99 o W0 =00Q0 � U JL � � /� ��1L�����L� ���� 9 Q � c� o � � z � � � MM a� o � � wrn � � � � - � rnrn C����� ��� ������ C���� � � � � �°� � 9 � ��� � � cC������,� o � � � � � � � w ������ � C���� Q � �������,� � �°��� a C� w � � a � � � � � � � g � � a � a � � � � � � � � � O O � O o 0 0 0 0 ��� ��� O O � g � 4 a o 00 00 00 00 oa o0 00 00 ����������� ����� ��O OD� �� NOT YJSE FOR C�NS'P"IRYT�TII�N O O O O O O O�� `�'��O � D o DATE: NOVEMBER 23, 2011 REVISIONS: NO. DATE PROJECT NO.: 1 � �� H9001 . 00 �, � ��� ��, ��� � �� � ������,��� �������,��� ���� ������,� � � SCALE: NTS � 3 4 �,�� ����, ��� ��� � � � c��,�� � 3 3 3 ����``° °�� � � � -Ll- CURVE DATA = W � ����°� �� 11 Pl STA.10+28.36 Pl STA.12+3/.96 Pl STA.13+68.99 Pl STA.14+79.45 Pl STA.l5+36.69 Pl STA.l5+9/.79 Pl STA.19+43.6/ Pl STA.20+18.09 � z � z /° �� 1 I � = 44°06' 46.3" lRT J � _ l07°44' 06.8" lLT J � = 73°l6' 30.8" lRT J � = 89°38' 14.2" l LT) 0 = l3°06' S8.8" (RT J � _ l8°2/' 00.0" lLT) � = 30°43' 02.3" l LT J � = 77°43' 02.3" l RT) w o ,� g ����� � D = 8/°5/' 0 4.0" D = 4 4°0 4' 2 5.2" D = 6 0°l 8' 4 0.8" D = 9 5°2 9' 3 4.7" D = 2 8°3 8' S 2.4" D = 2 8°3 8' S 2.4" D = 5 7°l 7' 4 4.8" D = 9 5°2 9' 3 4.7" J W �, ;� } � �,� � � L = 53.89' L = 244.44' L = l2/.49' L = 93.87' L = 45.78' L = 64.05' L = 53.6/' L = 8/.39' p� � Q N � Q ����� �l�� T _ 2 8.3 6' T = 1 7 8.0 6' T = 7 0.6 5' T = 5 9.6 2' T = 2 2.9 9' T = 3 2.3 0' T = 2 7.4 7' T _ 4 8.3 4' � _ ,� z � W � �� � R - 70.00' R - 130.00' R - 95.00' R - 60.00' R - 200.00' R - 200.00' R - 100.00' R - 60.00' � �s w � _ � � �� 0 � � � � � w � ����� �� ��� jf�l °� aN � � �' o � � a c� c n rn Z ���°�� � ��� � �� � ~ u�i � ,�� � 6. �� �p j l � �,r� U Y ����°� � ��� ���� � � � d .. p � � � � �� �� � � � �1 VJ d ���� ���� ��� � �p � � I ��� � W 0 � � ��� kQ�O ���/�� � � _ ���� I ���� o � ��� ; o,� ���� � _..x. � � a� � � W � � `s ��� �� ��..„, .,- ��� G � REALIGN E�.I � TRAIL AND - �� ,� } '��.u.,� � �'� � �t �/ �� e SAW � REMOVE EXTRA PAVEMENT � j'}} ���� '� � � � ; ; �. fa.�....�. ��� .�� BEGIN CONSTRUCTION �� ,,� , $ w,�,,r ����� � �� � TI E TO EXISTI NG TRAI L $ w� �,�,� / ,�y O -Ll- STA. 10+17.55 °�, `� --i.��.� w �/ f,'= a + '� °�,°� ;� �,�„° '� fi ,,r '`�......... � �(' /^` -� \ � � r � � ; � << -n I ��� J /��� ,o,� .�_ *�/ � I � � �. � ._ - N 200 r x _�. �, � x x ..�....�,��,�p ' I� -�� „pRC Sto.lO f5 � �� � �� �� x x �`�M k Q � i 3.89 � � ��� . ,� / •�S _ IL � DB 0/550,PG 0346 ` ��' � ■��' �/ ' !,/ z� � ~ 0 ' � � / ,. � ,. � � / PlN 1723320892 I � � � i *11 � Q �� �- � � ' � J � � O � � � ��� �i �'� ��� � Q � � �.� � ,� r, �t � w � � \ � N ��� �, F �J,J W w ,� ; }}}.��,, a ` � � � ° � �� ° � � � WE M ND WF25 � J � � ,� �� � � �� , � � - _ � Q o �\ � cA � �" ;� � � � sN � c� � � � t � U = c . � - / 0 F � �.._........ � �...�........� � �..�... � �` F �...... �.. _ " f , � _ �� �........�.. �.... , �F F � d� r" �' � �.-,..... � ,� .� � �� C" - � � ��\F_ � � ` �'-~ � I �. � \ -� C O + �r �.�" / �.-.�.�.� I � \ -� r'• � J� ,� / / F �.- � � � � � ;� � �� I � � V..� �� � o �; � 55 �/ . �' � H � -- -- O z � � - - � \ } � � � - z _ \ � s� F _ - ��+ ` ��� �' y '�-"`------_ i- l��`"\•µ�. 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N � ¢ °' °' � � '� ° ''} E S T 1 T O N C I A S S B R I P R A P P l N 1 7 2 3/1 4 6 3 5 0° v c n � � � � � w �55 f��'�x r,, '' ,� E ST 5 SY FILTER FABRI C ' � � �� �� "f WETLAND WFZ'S � 5'L X 2.5'W VELOCITY DISSIPATOR PAD a � � �s� �� j -'" � a �� �^ �, � _,' o�G � v J 5� �'� �` I {� � � t`� I ��' ,,�� z _.. .._. ��. � ��� �...� �� . �.� �,� ; `���. � J �� �� ��`�w� g �°� z � � � f � s� � � � i �,� , _ _ �.� � � f� �� �., � ���... � �.....� _w..��..��..n.� ��� �_...xvr.-•.� �'.x�...x� i � �l � f�f` ��� ���,� .� ��� � x._.. ........ � � _ � �...�.w�.. � �. �' , _,� � � �.� � � �r` f`` `� �.�. � � � �� �� _.....m x�.. � ,,,' fr �� ���� <<<` .r��� �� ��� � �' ���" �.,..- ,�.. �` '; c,��O ?� `��. "�„� J � �.� ' � a� � � N N 0 .--. f / ( I0.4600 / 220 \ 220 .�,_.. _ _ � -�_ _ .,_ _ � _ � _ � r �: � � J S . � 8 - e / O - + D Pl l4 40.001 a � � � e � , � - _ � r - + EL 98.86 Pl l0 5Q.00 � / 21 21 0 0 � � , - /� /� � ������� � ����� _ _ � � _ �/C 6Q' _ / � / / ry � ! i , _ r� / / ` / ] + /..+ ` EL 22 . 8 f Pl l7 4 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V�OL/ . _ . . �� NOT YJSE FO C�NS'P" YT�TIImN . , , . , , , , , , , , , , , , , , , . , , . , , , , , , , , , , , , , , , , , , , . , , , , , R IR . , , . , , , , , , , , , , , , , , , . , , . , , , , , , , , , , , �\ , , , , , , , , . , , , , .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .., �. .�.y ,,, y . . . , , . , , , , , , , , , , , , , , , . , , . ,, / ',, , , , , , , , , , , , , , , , , , , , , . , , , / �����../ / / , , .. ♦ ,,,. , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , . , , , , � V��V � ', , , ,. 5 . 8 e � • O �4 . - O - _ � _ , ♦ � 1/C 6Q o EL 192J8 = � 0 �. -_ / � EL 92.26 � 4 � � -�, _ . _ _ , r . _ ) -.. ' �v ,�. 2 VC 80 _ .� e 00 / 0/ � l/C 00 e e . / 0 0 a / 2 � 0 2 00 4.5 / 00 c +� , 10 .., .., , , , , , . , , ..A . .., .., .., .., .., .., .., .. , . Y... , .., . , ., .., .., .., .... ,,. , ,, ,, , . ,, , , , � ,, ,, ,, , ,, ,, ,,. , , , , , , , , . , , , , , , , , , ... � , , ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � ..,,, . . . . . . . . . J . 4 e 9 / � .4 � D k .� O ._._ 0 .�_ / l / � � � � _ - + / � P 0 00.00 2 e . DATE. N VEMBER 2 2 11 _ O 3 0 _ ( � / . �.� ���� e _ i f . Pl l5 20.oa _ - REVISIONS: � 4 / � EL 20 .6 , -- 1 1 90 - 90 N . DATE - . O 4 E� �a2. � _ , ,, - vc - 80 PRUP 28 - 15 H�PE uc - sa� 1 1 80 80 PR E T N .: OJ C O H9001 . 00 170 170 SCALE: 10 + 00 11 + 00 12 + 00 13 + 00 14 + 00 15 + 00 16 + 00 17 + 00 18 + 00 19 + 00 20 + 00 21 + 00 -Ll- CURVE DATA = w V � W Pl STA.22+55.06 Pl STA.23+43J0 Pl STA.24+0/.88 Pl STA.24+37.13 Pl STA.25+53.97 Pl STA.25+89.9/ Pl STA.26+43.57 Pl STA.26+88.59 Pl STA.27+25.78 Pl STA.27+90.79 Pl STA.32+39.90 � = 54°l3' S4.8" (RT l 0 = 48°04' 25.0" l LT J � = 22°02' 33.2" (RT) � = 78°l2' 02.9" (LT) 0 = l09°09' 32.0" l RT J 0 = 65°57' S2.8" l LT J � = 37°06' 24.8" l RT J � _ l5°44' 23.7" l LT J � = 26°29' 37.1° (RT) � _ l6°03' 17.4" l LT J � = 40°00' 00.0" l LT J J o � ,� g D = 57°l7' 44.8" D = 57°l7' 44.8" D = 57°l7' 44.8" D = 286°28' 44.0" D = 286°28' 44.0" D = l43°l4' 22.0" D = 57°l7' 44.8" D = 57°l7' 44.8" D = 57°l7' 44.8" D = l9°05' S4.9" D = /4°/9' 26.2" W �, � } L = 94.65' L = 83.90' L = 38.47' L = 27.30' L = 38.10' L = 46.05' L = 64.76' L = 27.47' L = 46.24' L = 84.06' L = 279.25' p� � Q � � � T = 5/.2/' T = 4 4.6 0' T = 1 9.4 8' T = 1 6.2 5' T = 2 8.1 2' T = 2 5.9 6' T = 3 3.5 6' T = 1 3.8 2' T = 2 3.5 4' T = 4 2.3/' T = 1 4 5.5 9' w = z N z R = 100.00' R = 100.00' R = 100.00' R = 20.00' R = 20.00' R = 40.00' R = 100.00' R = 100.00' R = 100.00' R = 300.00' R = 400.00' 0 � w � � o � Y � '.'-' w °° � aN � J �' o � a c� cn �a rn Z w ! 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O o _ - / . P/ +, O < 0 26 ��.�Q �. J � DATE. N VEMBER 2 2 11 Q � O 3 0 f 3 D , .0 0 0 � e 0/ 0 4. 0 O + 8 0 0 +) � I. / ) e , � C _ e � REVISIONS: - / _ _ ` � � � EL 2Q .�8 - - - _ f 10.3 - 000% _ � ., P/ 4+ 1 0 2 35.00 1 0 9 _ 9 PROP 40 A�2 HDPE No. DATE . _ EL = 200.85 I/C l00` _ + , Pl 29 30.00 VC = 60 , - _ _ + - P/ _ - 33 30.00 + / 7 Pl 32 O�.QO , „ , EL 96. 8 _ , PROP 28 15 HDPE . . - - _ - / 44 _ EL 9 . 6 vc 80 EL 194.16 1 1 80 80 = VC = 60 . PROJECT NO.: 7 VC 0' H9001 . 00 170 170 SCALE: 21 + 00 22 + 00 23 + 00 24 + 00 25 + 00 26 + 00 27 + 00 28 + 00 29 + 00 30 + 00 31 + 00 32 + 00 33 + 00 34 + 00 � } � w 1 -L2- CURVE DATA � � W ; � $y}J Pl ST A.10+84.63 Pl ST A.12+57.60 Pl ST A.14+09.82 Pl ST A.l5+07.2/ Pl ST A.l5+99J3 Pl ST A.l7+17.88 Pl ST A.18+46.45 Pl ST A.19+43.29 w o � z � � 0 - 4/°0/' 02.3" l LT J 0 - 82°40' 24.5" lRT J 0 - 70°58' 16.2" fLT) 0 - l7°58' 19.0" lRT) 0 - l7°09' 29.2" l LT J � - 27°46' 33.2" l RT) � - 2/° 37' 42.5" (LT J � - 9°2/' 13.4" l RT J J g � � c�� D = 47°44' 47.3" D = 38°ll' 49.9" D = 60°l8' 40.8" D = l9°05' S4.9" D = l9°05' S4.9" D _ l9°05' S4.9" D _ l9°05' S4.9" D _ ll°27' 33.0" W � � } l ' 44' L - ll7 67' L - 94/0' L - 89 84' L - l45 43' L - ll3 25' L - 8/63' � � � L - 85.9/ L - 2/6. . . . . . . � � N ,� a j O� T = 44.89' T = l3/.95' T = 67.73' T = 47.44' T = 45.26' T = 74J8' T = 57.3/' T = 40.90' � � � ,� z � W _ ' �� f� 7, R = 120.00' R = 150.00' R = 95.00' R = 300.00' R = 300.00' R = 300.00' R = 300.00' R = 500.00' 0 �s w � � o � � � � j � � � � � Y � w � oo � � `�� �,t� H w � � � s l I l � �y �--� J � } i � � ', �� d N (n � 01 O t C�7 L0 � Z .� , � j � :. �tl � 7-` , , . f t � � � �' W tD : `'s 1 1 � '.,, � U `� 1� ��� ss �} t 1 � � � � 1 � j; � � � � ��� s� ���,� d��� � o � � $ � �� �� �� �,� � � �� Z W , 1 � ` t � U r � ' f � + � ��# �� /� � ��'� � ����� 0 ; � ' # � � � �� �� 1 $ i � 1 203 � �� � � � s �'�. 1 ; I 1 � s � �" � � � WE�LAND�/F23 F �� *,, � � lr �� � � �= I � f,� ANNIE ON °��3� �� ~' � � � � ' I f�'` DB 93/.PG 6 ``��� '�,�� 1 1 ;' j � 1 `j PlN 1723605680 S � �f _..._ `. .�' , � r' {' ; � ����� 1 � �..�. _.. _ ��"� 1 #,�'"� � � BEGIN ON �RUC� ION _ � �l��l�'� ������� N r � �,� � t ,� TIE TO XI�ING RAIL ss �- ���, � ��� ss � o, N I--I ..�.� l ��, 1 , � -L2- ST �0+00.0�� ��-��1��'' �� - �' � � `�� � ��`� � � � � � � d, 6' �o ���� � � � � : �� �� � > O ��.�l �'�, � 1 � � � N � �,�1 �{ � � � S 4� O • -� � � ' �.{ ..� � } I S s � + o � � , , � �` � �g; �� �� r-, ►� 6� t� � � �� � �{ t ` I • Q '` �.�� � ,_ _ f I ' S� } � cn � .. _ ._ � y. �� _ ._ ._ ._ � ,;�`� � I k �; �� ss � °��. �.,,r v� �"' (V � � � _ ��``,� �� _ �' .� ._ . _ :_ ._ . 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',, �� NOT YJSE FOR C�NS°P"IRYT�TII�N , , , , , , . , , , . . , , , , , , , . , , , , , /.-. , ,. _ � 44 EL 9 . 6 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .r i���.�� . ......... ......... ......... ......... .... ......... ......... ......... ......... ......... ......... ....= ......... ......... ......... ......... ......... ......... .... .... . .... .... . .... .... . .... .... . .... .... . .... .... .... . .... .... . .... .... . .... .... . .... .... . .... .... .... . .... .... . .... .... . .... .... .... .... . .... .... .... . .... .... . .... .... . .... .... .... ... .�r.... .... ��. .... .... .. . . .... .... .... .... . .... .... .... ... . .... .... . .... .... . .... .... .... .... .... .... .... .... .... .... ._ EL 193.29' _ � � - � ` _ T ! � _ VC 0' _ VC l0(J' _ � Pl ! 5 .00 o a r - _ f P/ !4 , oa.oa � � _ � 200 - � 200 r EL 86.99' .O /'� , O ..... ..... . . . . . . . . . . . . . . . � . . . . .. ..... ..... 4 ,, .. ..... ..... ..... ..... .. . ... ..... ..... ..... ..... . . .... ..... ..... ..... ..... ..... ..... ,,. , ,, ,, , . ,, ,, .., � .... ,,. . ... ..... a/...../ ..... ..... ..... ..... .. ,. . ..... ..... ..... ..... . ,, ... ..... ..... ..... ..... ,,. , ,,, ,,, , ,,, ,,. , ,,, . ,,, . Y ,,, ,,, , ,,, ,,, ,,, ,,.. EL 2/1.49 � , e e _ , UC - 8� � / o . 00 / 0 - e .7 0 _ `. + 2 e ) 0 VC 34� ( 0 - /, f J/ 0 00 .QO 0 00/ . + 1.7 e � � � � f � � . . + � DATE. N VEMBER 2 2 11 � � - O 3 0 � _ � � . � � � __ REVISIONS: 190 190 NO. DATE � � / � = f � Pl l9 50.00 _ � .�. _. _ + _ , e Pl l7 70.00 _ f- �o.3�oa� , EL 197.43 - , EL l95J6 = VC l20 1$� 1$� = PROJECT NO.: 7 VC 0' H9001 . 00 17� 17� SCALE: 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 -L2- CURVE DATA = w V � W Pl STA.22+44.70 Pl STA.23+50.36 Pl STA.27+14.47 Pl STA.29+45.00 Pl STA.3/+58.32 Pl STA.32+78.52 ° ' 4" l RT J � = 27°42' 42 4" l LT) � = 57°/7' 3/.5" l LT) � _ l5°54' S5 9" l RT J 0 = l7°08' 08.5" (LT) � _ l0°30' 44 2" l RT J J o � g 0 = 96 42 42. . . . � ,� 204 D = 57°l7' 44.8" D = 28°38' S2.4" D = 28°38' S2.4" D = 5°43' 46.5" D = ll°27' 33.0" D = ll°27' 33.0" W �, � } �'8 L = 168.79' L = 96.73' L = 199.99' L = 277.78' L = 149.54' L = 9/.74' � Q N ,� a O b. T = 112.46' T = 49.33' T = 109.25' T = 139.79' T = 75.33' T = 46.00' � � � ,� z � W /� N/F R = 100.00' R = 200.00' R = 200.00' R = 1,000.00' R = 500.00' R = 500.00' as � � _ � W RUFUS LOCKHART, O w � o� cn � w � � C7 ALBERTA LOCKHART, � AND ISREAL LOCKHART �a' c� � � rn � DB 93/,PG 60/ � a N � � a, � PlN 1723609076 Z H w U `� Y �,....__.m.._......� � U �� `� ���� ����� � o�p �s � � r� � I � H J � � PROP DUAL 32'-42" HDPE �''''} � `�ds� I ��4`�� � > ,� i �. ' � L� r � � �+� , f� ;��� 54 �X � �. � � %, 205 � � ��� � � � s 3 N/F < �� } ������..,,,,,��� � QUALITY PROPERTIES PROP 32'-30" HDPE � ' � � ASSET MANAGEMENT �� N J �.-_...n�.x ��'� �� ,���� DB l42/7,PG 1662 0 ~ � � � � - .-- � `\� BM 2006,PG 929 � �� � �}�� f �{, � \ � RG �� h PlN 1722780727 � � � . S ' ` �/� � � �� � ��• � � ~ � � � l � �'� � �� � � � � � ` �' �\ \, d� V'� � � }}' 4 � � � ' , /� � I � �� � � ,�p� � ,� 5 k s � � j f � ,�, \ � N � O �� � ` � \ \ � � �� ; � ss w � � . ,.,.���.� XD � � J j ` ��,� ��Q o � � ,,, �J,J W W o } � ss� ' U' p� a f ` �' � �.. � �5~ f/ ��� � S1 ' � 1 . \� � c�n � /�� �� � Q � � � ��� � �� U � ' ��� � �� �s �� �- �.� .� �, _ � � , ���,��� . �� � ,,� � � EST 0 TZ9N CLASS 'B' RIP RA �'` ,..m V � , [� � EST 6 SY �ILTER FABRIC �, \,c+��� CL �� � ! �,-- _ V � � 14'L X 7'W V�LOCITY DISSIP TOR PA ,2� ` � � -- �'F �� � � � �'�` ' 1 � �� �� � tr� � � - � � , � , 1 � ,� o ° ��� � �.� �- �``� � � � W � � � � x � --�''"�"- �1 ,� _ � � � � ����� `` �"� � � �, -�"�,��� ,�►�►-�;'-'''''.,-�'"""" i�.�- - ,` � �� z O z 6` �� ~ � ,� ��� �\ ��Q o �,-%�- i _ ,� - -� ♦ ,M.M_-.. � � J �j .. � � -�- _r � `�>.� � �\ �'�'Jl � �.-�-� �.-�.:x __.�._�.,__�.._� EST 5 TON CLASS 'B' RIP RAP Q 1 �` ,,, ,� � ' � Q � �� ' �� ��"�� EST 16 SY FILTER FABRIC ., . �, � � �� -�''` 10'L X 5'W VELOCITY DISSIPATOR PAD � STREAM SF17B ' ~ ., ��� �,i.\ �.� ss � �.� ��� ., �� `, ; � � �'` � \ \ / , � �....�•� , �, � � � _ � � ��� , v�. ~, �`"`,�, � �� � � � - �� -._ ���� ,, - - w� � -� � WETLAN D WF20 � ~ �` �� N �.. � r --- - �-. _ _ -- -- ,_.. `� r f - - - - ,, �, � �,,. 1 � _.... � � " � � � �.�..�.�:....� � _�,. �.... �, l �... � _ j � � � � ��_ ^ _� ,�,..� ��� �, � ., � � �.� - _�c - ,��.� � ._ „ �.....� •� � \ �" �- r � �`� 7M -'�r ,_. �......_ �„�..��.�w...��.. � � .�r „„.. �--9 ..-- H '� �"� ..._ _._ .-- '" v� � � . f �...��, �/ ��...� ° LJ� � _ W o ��),�p� #�� . �...,„ - ..._ ��� ""f ��..� ��;' -`...�� l� / � N � N CO ��. 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DATE - ,. r- , VC 260 ..,,,, ,�. _ � � �� � , VC 200 .` - �. _ — EL 199.96 I/C = 240r 1$� 1$� PROJECT NO.: � �� PROP DURL 22 - 36 HDPE H9001 . 00 17� 17� SCALE: 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 46+00 = H V � w �--� � z W z cn z o ,� J a � � g c� W c� � � � PROP DUAL 64'- 42" HDPE w = N ^ Q Oc.� oo � �. � � c~i� oz `n W i/ O °� w `° � o °� �� ALIGNMENT EQUALITY � Y � � w � � POC STA. 54+44.51 —L2—_ � a N � J �' o 209 POC STA. 10+00.00 -WB— � � a N cn � o, Z w ► U � � N/F � � 9 0 WILLIAM J.BROWN JR. 2� � � ���� d��� � DB 11276,PG ll2/ � e � � PlN 1722788048 O ' � �� Z W N/F � � � I �� O � WILLIAM J.BROWN JR. � � � �,� ��� DB 02966,PG 03/3 ` + PlN 1722874774 � + o �_------=s s� (.n _ F o � _-- �% ''" C� =s_------- � � , � ,.—— � � �� � m 1`, � � ' � N ss_-_ �- � .�-- , ,,. !�� rn , — � ��� � � � � — I /--�— u, J N + �. �s �,�p" — � �— — —� I �- y �--� , � � �-�s .�-�� � — � — -�--=—�— — — — rn — — — � rn �. �, $5--- _ — � – _ p � � — � _ _ � — — _ — —� � _ � — -- -� � � � ~ 55 � --� � � — � � _. —`+� l � a� EST 1 TON CLASS 'B'RIP RAP � 0 . ss EST 2 SY FILTER FABRIC � � � � � -'� — � -' � — f-"� — -� - � - � � ^.— P6E� 6'L X 3'W X 1'T VELOCITY DISSIPATOR PAD � ../ _� �" i �— � �.L � -� , :� Q � � � EST 23 TONS CLASS 'B' RIP RAP � � ' � � � — �— — � � — � EST 56 SY FILTER FABRIC W � O �� — Y� 14'L X 14'W VELOCITY DISSIPATOR PAD " w W W O -�� _� P�-� � J a �, . � Q o rn U p = rn � _ cn � � _ � oc W rn z p z � J � � 210 Q N/F ��� � JASPER l LLC X-'""}r ���22 DB ll3/8,PG 0/5/ w�''`�� •� PlN 1722776743 a�� � �r x...� �� � � � � �/ � � I.J� 0 � J V � `"�"� j U � � �o X�,�'�� f H Z ao ao � c� � ���,���''� f w °o =o°oa°o 3 � ;��'�N�TLA WF17A 1 � � w ° � N � � { „-- � � — � rnrn � f � �,,.,..�. ''" m v � � H � � � w �. f'` "" a . ���;,- � �°: Q � -L2- CURVE DATA °' a -WB- CURVE DATA � � (n ,� � Pl STA.46+18.06 Pl STA.46+96.02 Pl STA.53+70.17 Pl STA.56+13.92, Pl STA.58+29.42 Pl STA.11+69.4/ , � �' Z _ � = 9°26 /2.9' ILTJ � = 8°26 /2.9 (RT1 � _ l7 /D 0/.3 (LTI 0 = 80 3/ 59.0' IRTJ 0 = 69°2/ 57.7 ILTI 0 = 80 3/ 59.0' (RT� �° D = ll°27' 33.0" D = ll°27' 33.0" D = ll°27' 33.0" D = 28°38' S2.4" D = 38°ll' 49.9" D = 28°38' S2.4° ,� °° g L = 82.35' L = 73.63' L = 149.8/' L = 28/.11' L = l8/.60' L = 28/Jl' �` T = 4/.27' T = 36.88' T = 75.47' T = 169.4/' T = 103.80' T = 169.4/' °� R = 500.00' R = 500.00' R = 500.00' R = 200.00' R = 150.00' R = 200.00' ���-6�0 22� 22� - + Pl 54 30.C10 ..... ..... ....... ...... .. ......... . ........ .... ... ...... .. ..... . ........ .... ....... ... ...... .. ,...... ! ..... ..... ... .... .. ..... ..... ..... ..... .. ...... ... ..... ..... ..... ..... . ........ .... ..... ..... ..... ..... _ = ri _ f EL 9 .28 Pl 48 70.0� , 21 - 21 0 , 0 vc so - � ��,����� � ����� - � � ! 3 EL 96. 3 ,,. , ',, ',, ',, ',, ',, , . ,,, ,, , ',, . 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END GRADE -L2— BEGI GRADE — B— N W � (- e - — , 1 —L2- TA. 4+44. 1 – 2.6 S 5 5 _ 00 � 0/ 2�� e 2�� _ a _ _ _ _ TA. + , .� � s �o 00 oa � — _ _ 0 0 o - - _ o .� _ _ + . � � _ r � _ , _ _ _ � � _ , � , f _ _ � _ � _ .,. � 1 f'� EL - 1 1 � 4 /\ 9 .80 _► __ +5 e _ _ .+ p/ // f ,, ,, . ,, ,, . ,, ,, . ,, ,, . ,, ,, . ,, ,, ,, . ,, ,, ���Y �� , . ,, ,, . ,, ,, ,, ,, . ,, ,, ,, . ,, ,, . ,, ,, . ,, ,, ,, ,, . ,, ,, ,, . ,, ,, . ,, ,, , ,, ,, , V ,, ,, . ,, ,, . ,, ,, . ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,. ,, ,, . ,, ,, . ,, ,, . ,, ,, . ,, ,, . ,, ,, ,, . ,, ,, ,, ,, �� �r� ,, . ,, ,, . ,, ,, ,, ,, . ,, ,, ,, . ,, ,, . ,, ,, . ,, ,, ,, ,, . ,, ,, ,, . ,, ,, . ,, ,, , ,, ,, , Y, �,,, ,, ,, . ,, ,, . ,, ,, . ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,. ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, , ,, �^ �� ��� ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, , ,, ,, ,, � ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,,. DATE: NOVEMBER 23 2011 = f . Pl 5/ 80.00 . REVISIONS. . w � 190 - 190 � _ _ — � — NO. DATE EL 2Q2.53 �C = 34 , D �� 180 180 PROJECT NO.: , „ H9001 . 00 PROP DUAL 64 — 42 HDPE 17� 17� SCALE: 46+00 47+00 48+00 49+00 50+00 51 +00 52+00 53+00 54+00 10+ 55 .49 58+00 59+00 FOR Yl- PROFILE -WB- CURVE DATA -Yl- CURVE DATA ~ SEE SHEET 12 Pl STA.11+69.4/ Pl STA.13+84.9/ Pl STA.16+80.09 Pl STA.18+0/.92 � � Z � = 80°3/' S9.0" (RT) � = 69°2/' S7.7" l LT J � = 69°l0' 22.2" (RT l � = 67°38' S9.0" l LT 1 0 `� ,� g . „ � . � _ e , , _ e , �� '-' o W D = 28°38 52.4 D = 38 /l 49.9' D — 7/ 37 /l.0' D — 47 44 47.3 J � � � a L = 28/.11' L = l8/.60' L = 96.58' L = l4/.69' � � � N „ Q T = 169.4/' T = 103.80' T = 55J6' T = 80.4/' w = � °° � R = 200.00' R = 150.00' R = 80.00' R = 120.00' � °� � � z � W �s � � = � � O Y � ww � �, (� aN � J �' o J � � � a r� v� � rn z � �� � w � �� ��� �� U � � U V� .. p %'�� ��� d�o � u� d� � � �e I ��� � w � <� � ,-�� � �' z �C�j� � � -�� b� I ��� o � ,�� \ � -�' �� �,� � P � � . � ' �� � � � � F� �� � � - - �. , �� �� �s , , � ��,�, F � 3 � �� � F � J � . . N/ � `�,\ � ROBERT H.B OWN � DB 02966,PG 03/5 %�� \� PlN 172298 086 -' O 52°32' �. ' � � NiF �� ��' \� wDB/02966,P�w03/3 . � Q -�/B- $TA. 11 +" 0 00 = !� � � A PlN 1722874774 � � � cF - PARKING LOT, SEE LANDSCAPE Q �. -Yl- STA. 18+ 0. ,0` �� \ ��2 � PLANS FOR LAYOUT AND GRADI�JG• � O 1 � ' � 7.r2 �- � ��� � Q � - , �� �� � � / �� S�oJ �� ', W � � � s � � RG - , ' W � � � c� � �..�..� � / � F � � W � � o - , 1 a ; � - � , � �� x = � � , J � , , � � , � � � 1 . O � � F - � � , . ..-- � A � O ,�-- X_ , ; .�M , a , - . , ; � c STREAM SF14A .� \ W � � , F � . _ . � � . ..... . r:. � -- � U � � � . �..� _ e�. n' P . 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E �° „ - - - - - � P�l — — — � � EST 2 SY FILT FABRIC � � >; C� � E � � � � , � � � � �. b1 X 3 W X 1 T-VELOCITY DISSIPA R PAD- �. � l � � � i o � � P�E � , � � . � L 1 � � . � , P � G PGE � E---- O �I ' � � �. l � � � + 1 • '� o \ � �i � m �V �.� �,. � � �.� � � , � � � . � � _-w � k x. � , ., ,,� �....x. wr �. � �. � � � -1� O ;� � Dc � �. . � , � . � � � \ � . � e � . �.. o � � �.. � , � � x . . �. � .� � _ + 1 � � . r C� �..... _ ...............:.� w � 03` z� 0 . �� � � � '( / "� � � : ` . S c.N : o0 , . : . O 1 , � � _ ` a . , �I � �,. � , , 4 � ` �` � EST 1 T0 CLASS B RIP RAP � � N l Q �._ O � �, ,. W � � � � � EST_ 2 SY FILTER FABRIC � .,..- H � O l , � . _ . � � � L X X 1 T EL ITY DI IPAT R PAD � � � � ' b 3 W V OC S5 O � E . , � � � � � O .�- , ; .. . � ,, w o l N/F . . � � . o l x. � � J U ..._ :- �� " . �.�........._ _ „�.. � . �.� . _. . \ �........ ..... .��0 4`'� . (O . � ._ _ ... ... .,.......... .__ ... ."M, _.. J � 1 . �, R N ..JR. < , WILLIAM J.B OW � . ti m�n w.l 'a — O N � �, �� � c., c o � • . �.�• > �n �n � �.. .� �, DB 02966,PG 03/3 �, � � l � W r� ti � � U � � : �. $ � . � � l H � � � �� . �.� (.3� � PlN 1722970983 z . . � c� � _o o . . \ � � w�.�,� �r.. 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NOVEMBER 23 2011 � � . . — _ � + �(/0 /� �� �.� ��.�� �� • REVISI NS. , , . , , ,. ,.i . , , . , , , ',�t'� ,,,. , , . , , . , , . , , , . , , , . , , , . , , , , . , , , , . , , , . , , . , , . , , . , , , , . , , , . , , . , , . , , . ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, O .... .... . .... .... . .... .... . .... .... . .... .... .... ... .... . � e ... .... .... . .... .... . .... .... . .... .... .... . .... .... . .... .... .... . .... .... .... .... . .... .... .... .... . .... .... .... . .... .... . .... .... . .... .... . .... .... .... .... . .... .... .... . .... .... . .... .... . .... .... . .... .... .... .... .... .... .... .... .... .... .... .... .... . .... .... .....►�� .... .... . .... .... . .... .... .... ... .... . . .... .... . .... .... . .... .... . .... .... .... . .... .... / ,.�....♦ .... .... .... . .... .... .... .... . .... .... .... .... . .... .... .... . .... .... . .... .... . .... .... . .... .... .... .... . .... .... .... . .... .... . .... .... . .... .... . .... .... .... .... .... .... .... .... .... .... .... ......... ......... ......... �......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .........- /� . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... EL 8.22 — NO. DATE 190 190 VC = 20CY = f Pl ll 40.QQ � _ � p , � EL 95. 2 ., _ _ - _ PROJECT NO.: / � � 18� �/C J�0' ( 18� .�.._ �_ � .� _ r � , : .v � e ` Q _ O i . _ e ( JI.DO ,. �a� H 1 . 900 00 SCALE: 170 17� 11 +00 12+00 13+00 14+00 15+00 = w N/F NCDOT STD. 848.05 NCDOT STD. 848.05 ADDIE MAE SHA EF & TERRI LYNN NCDOT STD. 848.05 Vr � W WILLIAM M. & WHEELCHAIR RAMP WHEELCHAIR RAMP GIVENS WHEELCHAIR RAMP w z � z PATRICIA A. LYNN ° � g DB 2160, PG 191 DB 10073, PG 2575 J a � � a BM 1968, PG 160 � BM 1964, PG 74 Q I� PIN 1723-02-0967 �� � Q N ^ a PIN 1713-92-5869 0 � � � � w 0 o L.L � � � z � � � 213 214 215 217 0 Y � w ? � � 212 � w � ^ - � � N � J 01 ` V N F 2� 8 � ac`�.ic=n �ao, Z w � ° O� JAMES E. & JOSEPH M. & SARAH S. SANSOM N�F N�F U Y SUSIE B. CHEEK DB 2226, PG 316 JOYCE P. & ROBERT YOUNG DEQING WU o ° DB 2505, PG 616 BM 1964, PG 74 DB 13857, PG 1870 DB 13728, PG 1925 N/F ��� d�� � � PIN 1713-92-8943 BM 1964, PG 74 ADDIE MAE SHAFE & TERRI LYNN d� ��� 00 �^ BM 1964, PG 74 BM 1964, PG 74 � I � Q � " � PIN 1713-92-6951 PIN 1713-92-9933 GIVENS PIN 1723-02-0936 � I � o � DB 10073, PG 2575 b�,� ���.� � > � 216 � PNM 1723�02G 1927 � 8 � �- 1 � T�/�N 4 U;H U�'H BBUJ g � 4BUJH �i H BUJH I 1 � � � . I � � � 15MUL �MULT ; TI i ��L� � BTW�N . LE J � �M�L T C . , C� - =-- ----- �_� � � � - - - - - - - � - - - - - - - - - - - - - - - - - - � �! a O ` V � 8 � � �� / /' / � o C� N 3 7 e /U 3 E o � � �H � � __ -- � a � °� o o w � °C END CONSTRUCTION � � � w W w -L,�1- STA. 11 + 15.75 � ° TIE TO EXISTING TIE TO EXISTING J a �I' 0 SIDEWALK SIDEWALK N � a O � � � U o = � � � PROPOSED 5' � BEGIN CONSTRUCTION � � _ � CONCRETE SIDEWALK � � -LJ2- STA. �O + � 8.97 � � � W O p O z aMO � PROPOSED 5' z � BEGIN CONSTRUCTION � C� � J � TIE TO EXISTING SIDEWALK � CONCRETE SIDEWALK Q -LJ1- STA. 10 + 00.00 z � I� END CONSTRUCTION � O O � � � -LJ2- STA. 14 + 2 7.2 7 � � NOTE: SIDEWALK TO BE INSTALLED ON EXISTING GRADE � � �' � OC � .... � � J (O V � � N Ln lN �O H V � � � � Z V � . . NCDOT STD. 848.05 W � _� � 3 , : } � � MM � o � _ z � � wrnrn v� � W H E E L C H A I R R A M P N C D O T S T D. 8 4 8.0 5 m N � Q °' �' � � � � � � � � L1J 220 WHEELCHAIR RAMP ° 222 a � 219 w � N F N�F ZZ� � � � MIRANDA M. & JOHN W. N�F z MICHELLE L. HESS, TRUSTEE OF THE "1031 MCPHATTER N F g � DONNA H. MONK & DELORAISE R. a GREENWICH STREET LAND TRUST" DB 6376, PG 808 PEGGY GILBERT HINES DB 12431 , PG 2586 BM 1962, PG 151 DB 8619, PG 1464 DB 12082, PG 694 BM 1962, PG 151 PIN 1723-02-4919 BM 1962, PG 151 PIN 1723-02-3906 PIN 1723-03-4090 BM 1962, PG 151 PIN 1723-03-6053 .I _____� �, � ' � �I \ i GV gT �N �, j TREE � EIP • C �_ �- � _ C� ---�_ C C C � . - - - � - - - - - - - - - - - - - - - - - - - . ; _ - - - - - - - - - - - _ EI P ����,���e���� ��,��� �� ���������� �� NOT YJSE FOR C�NS'P"IRYT�TII�N N 82 �0 5904" � TIE TO EXISTING TIE TO EXISTING � 9 TU O DRIVEWAY DRIVEWAY �' MP O � DATE: NOVEMBER 23, 2011 o � ` ^ REVISIONS: O O EI P O EI P � �J NO. 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N . , ' H9 1 21 � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 �aa �o� — _ _ ,� ` _ _ __ �.1 2,0�� /�5 195.54 -- ?,� , l95 200 , ?D -, 1 -_.,,_,� � ` ` � /90 191.48 � `'--` — �.� ,` /9a /95 � ` "' "r �� 5.9°l0 2.8% /95 194.22 1- � �'t �� � � l85 ' !85 !�0 140.67 � "� -�.` l9D , .. �����.o�000�0 .. . . . .. ., '___` . .. , �,, ../�� .. �, .,. ,U.�.. �,. �, �, . �� �����00\/�0��� �, �,. .. ���_ ..��, ,,. . �.. ��V .,. , ',. �. �� �r __ .. . � �� ' �' �"� � 2.0% , /95 195.99 `` �.� l95 20C1 ` , 20 :� � 192.U2 ` `'-- � ` - -� — 5.1°l0 ?.0°fa /90 "� -- � ,_,,,`,l90 !95 — — l95' 194.50 '- -` ..`� ?.� ' � � � � � ' . l85 , !85 /90 , 190.25 -'"' -,.,� . l90 ��f�J�aQ����� ` � ` - , ! ,_l85 , l85' .�Q��Qoao�o�o ��� ��5 2��-—�i _ _ �o� ��� �� —_ , _ � - 2.o°ia ` 197.07 ''-` "'— - -�. ,� 3.8�0 2.0% /95 -�,� ?•� J95 !�5 !95 '�-�.� 194.74 � --`�„_ �.� � /90 ' 192.U5� '� — .,. `` `J90 J�0 ` _ 1 ` ` --- -- -._ ..�_ !90 190.22 -_�. _ � l85 !85 J85 ` l85 � .�o���aoaao�a �� 2�f5oo�o00�0 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, , , , �, , , , , �, , , , �, . �, �, , , �, �, .. 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SHEET NO. � H9 1 26 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 20D .� 5.7°!0 2.Q% �f� 199.84 �- -��,� 3:1 � `� 2av`---- - = - - - - �4�.3� "'_'-- - �" - 3.'7 2,0°/a 200 ��l95 �� ,-�.��� I95� 198.59 � � ?.� ; ; -� � /95 --`` -- _.i _ � !95 /90 /90 194.33 — _ `��fJ��o�QQ��� /�0 J90 ��+5�o(�D�Q�� , , � -�- � �' _` �' - -- 6.39� 2.Q°� :.��V :. ���1^" _— . . ��.. 194.75 --�� , 3:7 � �� �� � ` _ �6C�,�, 20(7 !�5 796.33 _"`-�,,,�, l95 - - .� �..� — ^ _ 3,y- - --�,,�,�.�a `-.. 198.43 � ��� /�5 `�� � ! !95 /90 ! l90 �` 193.84 � `' � — r�a rgo 4/f�5oC�0000� 40 f-25oC�000�0 �."_--- - - - - � 3:�, 2.fl% ' 200 ` ' ' 20 199.58. ` .� � � .��7 , ,` 19b.49 �� 2{�Q , 20C1 /95 , `'`�-� _,,, � 195: :� -. 2.0/a �'- - - - `6.� ° /95 ' �,„�' 4:1 /95 /ga /90 195.15 --- -... — — --'., �. ` � ,_ 193.35 /9C7 ! lga �)��QoQ��%Q�� �a� 000ao�oaa _ ,,. 2VV„ ., , �,, �VV ,,.�VV ��. -��. �� � � � � � .: �,� i Z.�/O �,. .,. . !�'. 199.60 ,...,,�„ � �j � _ � _ _' _ -- � 1.6°l0 2..0°ta ' -".� !95' l95 ' "� ` , ? !95 J�5 -- 194.59 � � � �. �—�'"'-�.� 194.22 � � '_`--`� ��.. - -- -- - -_ �. ` � /90 191�81 — -Ig0 J90 /9C� � Q �} 3� . . ��.! ���a���0�� . . . . �3 .,: . . . . .,, . . . . . . . . . . . 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SHEET NO. � H9 1 3 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 205 �f� 2.0°/a 6:� '�' � �Cj- - - - - - - - - �- 1� _ 200 20(? `� ---�'� �0 199.39 199.02-. � - - - - - - - l.d°/4 2.U% � � �. � -�;� � ' - - - �� - - - - � �- '� 197.93 �i�.�aoa000ao + ^ ,��.4� l95 195,55 (95 5.��0000aooc�o ,.$��o �.o��o b:, ��� - - - - - -- - 2�� ��� �� ;199.80 199.38 - - - - - - - ... �/./ ��o��O��Q ... ... :. ... , �.� r,.�`_.__ .. � �^ �.� 20(7 0.3% 2.Q% � - 20 ___. � -,�:'r _ 3 • - - ,- -� -� '1 98.97 -- - ---- ! 197.80 ! !�5 196 38° /95 5�f�SoDJDD�O 5.1°� 2.0% s.3% 20C�' "" _- - -- - - - 20(? 199.95 199.56 - - - - - - .5f fJOoQDDO�D .�oo �.��� 2.0�0 �.��r �� ! 19$.09 197.8$- - - - - - -- - -- - 52�5oo�a000a ' 3.8% 2.0°fo 7.6% 2aa- -"` -- - - - - -- - - - - - - - - �o� ^ - - - 199.90 199.47 ' ' 5�f75o J�DO�D : �oo �:� z.o�o 6:� �� 198.49 198.31 - - - - - - b.� 2.�°la 6.� �t9(�- - - - - - .'----- ' 20C1 J����J o����Q� . -�-,� _ _ 199.14 � � � 148.99 : 50��ooc�a�a�o : 2QCL - - - - - 6:1 2.0°10 6.4,% __ 20� 2C�Q._ - � � .� _ _ 6'1 2.t?°10 �.�. ��. - - - - - - - - -- - - - - - - - - - - - 198.91 , 198.93 , , 198.77 ' 19836 5a�-��00000�o ���oQooaoo�o 2CJ0 5.9% 2..0°fu 6:1 ' 2(�C� ', 198.67 19$.21 � 5d f�C�oO��C�C�� �a- �:� Z.o�� 6;i �o � - � - - - - . --- - � Q - - - - - - - - - - - - - - �� , , 199.d2 , 198.71 3 L �,.... , , , ��, �, , , , ��, , , , ��, , j /��} , , ,, ,, .. �.o :. �l ���aoo'tl ll�0 �.�,.. �a o?� .... . . .. . r� . .. . . ..�. .�.�. 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SHEET NO. � H9 1 33 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 d�5_ �� _ 785 /85 I85 - - , � 3.� _ � �.Q°l 3.0°l0 '` " -.� _.,.. . 182.4 ` - - - - - - - � .� - _ � _ -�� l80 184.98 !80 /80 -� '' �. � --- - _ l�a 179.72 180.21 .7 ,� � --4.9%- -- ��°'� 3: " -- - _ i.��5ooaao�aa ,�8.oa -- - - (75 176.32 (75 l4 f50o000000 ra�- - �_ � r85 - - - -g.� 2.0°10 6:i 183.24 � i - - - - - - - l80 ' 181.U4 181.93 - - - - -l80 !85 ! l�5 - ���2�000aoao � � � _ - �. _ _ ��� l80 180.66 '�'� � �.090' - ��_ _ l8D ��1 ~1''78.90; - - - ' l75 176.$9 . l75' , l4�25oDQOQ00 . ra5- - ' "� -�,._ � -�;. �:��o �:� r�5 - - - - ---� � _ - 183.97 183.33 - 182.55 f3�oo�00000a ��5 ��� _ � _ �. _� _ /9C7 , l90 /80 181.32 �� �.� - " "g.99f�- .� 1.7%0 _ _ _ l80' '17919, - - - - - - - _ : _ 3� �� 1.6% 6cj 177.64 . ra5 �s5.�� - - - - - - - _ _ r�5 /4�OOo0000Q0 ;184.29 184.76 -' ° ����J�oQQQ��� i , . !�0 ; !90 /90 ' !90 �5 !85 _ _ _ -- - - - - - � �,� 2.0°/a 6r1 �' '�" 187.86 -" - _ _ i 'e?- - - ---- �' l85 186.18 186.51 ""' , 181.81 j .�.1 --�.Q%� � U.9°!o _ _ _ � --��.�'!85 'J80 ` �. � , - -- -,�JB� Q ' 179.97 3 0 /2 f50o0000�Q �7s.54 i3+75dD00�D0 03 o�� �X� 35 3� 25 2� 15 1� 5 � 5 1� 15 2� 2'S 3� ' 35 -�� 35 3C �5 2� 1� 1� 5 � 5 '1� 1� 2C 25 3� 35 N�w � .� . � , ' PROJ.REFERENCE NO. 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SHEET NO. � H9 1 36 N . � 35 3� �5 2� 15 1� 5 (� 5 1� 15 2� �'S 3� ' 35 35 3C� 25 2� 15 1� 5 , � 5 1� 15 20 _ 25 3� ,35 2.0°10 6:1 3�� - �9-- -- '~ � � �' � 191.65 / - � ]94.51 /90 /95 � �- - -- 5.5°l0 2.0°!0 0,1°l0 � � �-�- �` !95 /85 (c�35 _ f����ooao�ao _ "� - 192.57 193.Ob /�0� J90 , l85 /85 2.0% �J��J�DoaQ���Q ', q,:1 , 6:� , - - -r , �' r' 190.24 191.16 /9D �� � �-�'' /95 6•� 2.0% 3.b°lo �„ �-�-''� !95 ��fJ�Do���00Q �� .�.�- - -'r � - -- `191.91 192.46 !90 b,� 2.0% 6,1 , ���- - - - - = - - - - l85 ' l85 /9a 191.63 141.5b , l90' i.�+?�0000000 i��2�0000000 ��5 . _ _ ` _ `�-�' y l95 2.0% 2.1% ,„��' 6:1 ; 192.38 /95 1�0.�-�-- - � �r �190.69 !90 /95 a _- 2.0/0 8.2% - - - _ - -� 192.33 l85 ', l85 /ga ' l90' �.�f�Do0�0�Q� ��5 i4�o�o�oc�ac�o ��5 ��5 ��� 2:�% 1.6% - - - - - - �.� - - - /90 ' �,_,. - 192.01 J90 !�5 a ; o o - -- _ _ � ..� � �190.19 ' 0.2fo 2.t}/o 2.4/0 � � --- --^r -� � %95 ' � � - -- � �' - � ~ � � 192.89 '- - 192.95 l85 , ; !85 J�0 , l90,' � ����J�o������ J85 ` l85 � i,���50000aao �� 3 L �,.... , , , ��, �, , , , ��, , , , ��, , ,, ,, , , ,, ,, .. �.p ,, , , , �, , , , , �, , , , �, . �, �, , , �, �, .. 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