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Home My WebLink About20161145 Ver 1_EB-5011_Bearskin_Creek_Greenway_Plans_20161031_20161121DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD C a � � � � � O 0 � � O � -� a� r � 0 � O � 0 � � ` � � a� � � v � � � ` 0 a� m i � O 0 � � O i O � � O 0 � i J Q � i � � a N , O N � OWNER: CITY OF MONROE 300 WEST CROWELL STREET MONROE, NC 28112 LISA STIWINTER 704.252.4569 Istiwinter@mon roe. nc. org ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC- 421 FAYETTEVILLE STREET SUITE 600 RALEIGH, NC, 27601 JEFFREY W. MOORE, P.E. 919.677.2000 jeff.moore@kimley-hom. com SURVEYOR: STEWART 421 FAYETTEVILLE STREET SUITE 400 RALE�GH, NC 27601 FRANK MUNDY, PLS 919.380.8750 fmundy@stewart-eng.com DICKERSON ATH LETI C FIELDS INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 CONVENTIONAL SYMBOLS C-1 TO C-7 MULTI-USE PATH AND DRAINAGE PLANS CD-1 TO CD-4 PROJECT NOTES AND CONSTRUCTION DETAILS EC-1A TO EC-9 GRADING AND EROSION CONTROL PLANS PS-1 TO PS-6 PAVEMENT MARKING AND SIGNING PLANS S-101 TO S-105 STRUCTURE PLANS X-1 TO X-15 MULTI-USE PATH AND ROADWAY CROSS SECTIONS E. L. FAI S O N C ITY N�IANAG E R � BEGIN PROJECT EB-5011 BEGIN CONSTRUCTION —Ll— STA 10 + 15.42 -Y1- I CEM�R�EE SrREET � FROM END CONSTRUCTION —Ll— STA 48 + 05.81 � W W CL� � 0 � � DICKERSON ,3 PARK I C EMO RLE E STRE ET TO S KYIIVAY D RIVE TI P PROJ ECT: EB-5011 ` O _ N � � Z .p. t/� � � rn rn � � WBS: 41125.1.1 � �� BEARSKIN CREEK PRE-FABRICATED PEDESTRIAN BRIDGE 5 �.g.SH F'EPARED IN THE OFFICE OFo ■ � I- �=�� BOX 33068 — RA�EIGHg NORTH CARO�INA 27636-3068 � HC�IEo (9 I 9) 677-2000 FQXo (9 I 9) 677-2050 PE Noo F-o io2 O2016 END PROJECT EB-5011 END CONSTRUCTION -L3- STA 92 + 08.00 BELK-TONAWANDA PARK BEGIN CONSTRUCTION -L3- STA 70 + 99.41 .��,��' �A R��i �� 0 ,.•• •�..., . � �� =Ve��g��•:9 �'. . � y� �I,�.nby�� : = �s�AC : � ' 6�g4��1�P�C498...: � � � /20/2016 : . � �. • . ;,��,F ;�,y� � NE�,�; ��,,. ,��'!:�� ►► v�°,• � �; ; � � ; PROJECT REFERENCE NO EB-50/l DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DON GRIFFIN PARK MEADOW STREET ALLEN STREET < �z rnn Z= C cR'i� rn —� rn � SHEET NO. / GRAPHIC SCALE 20 0 40 PLANS 20 0 40 PROFILE (HORIZONTAL) 2 0 4 PROFILE (VERTICAL) � Q Z KILGORE MAY O R DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD c o, � � � � � 0 0 � � 0 � � � r C 0 � � O � � 0 c � � L � � � � � v � � � ` 0 � m � � 0 0 � � � � 0 � 0 O � Q � � � � N � � N \ � BDU11lD�IRIES AND PRDI'ERTY.• State Line ---- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument � Parcel/Sequence Number �23 Existing Fence Line -x x x- Proposed Woven Wire Fence Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��B Existing Endangered Animal Boundary EQB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil �' , �' Potential Contamination Area: Soil � � Known Contamination Area: Water �' �'� Potential Contamination Area: Water � � Contaminated Site: Known or Potential �' ? BUILDII�GS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well �, Small Mine �` Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir �____� Jurisdictional Stream �S — Buffer Zone 1 gz � Buffer Zone 2 Bz 2 F I ow Arrow -�--- --- Disappearing Stream �--- --- Spring �-�-.�_...� Wetland � Proposed Lateral, Tail, Head Ditch � FLO�' False Sump � �� o� � �� J�� y J�� J�� J�J�� Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILRO�IDS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF T�AY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite RlW Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement Proposed Permanent Easement CSX TR,4�/SPORTATION 0 MILEPOST 35 0 SWITCH t t t t Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND REL�4TED FEATURES: Existing Edge of Pavement — � 0 . W . W �� W in� L�► '"' �.� �c� �A� E E TDE PDE DUE PUE TUE AUE PE � Existing Curb — Proposed Slope Stakes Cut --- C--- Proposed Slope Stakes Fil) --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Eqvality Symbol � Pavement Removal T�EGETATION.• Single Tree Single Shrub � � Hedge Woods Line � � � � � � � � Orchard V i n eya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*} - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � �ineyard coNc � coNc yVV� C coNc H >----------< � CB • • O ►� � - - - -T- - - - - -T- - T - - - -TC- - - - - -TC- - T� - - - -T FO- - - - - -T FO- - - T FO WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS 6(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedestal TV Tower U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS 6(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown lJ/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information - -Ty- - - Ty - - - -TV FO- - - - -Ty FO- Ty FO � � —c— — — —G— — —c— A/G Gas 0 O SS A/G Sanitary SeWer — — — —FSS— — — — — — FSS — — FSS • 0 � ❑s - 7UTL - 0 UST 0 � 0 AATU R E.O.I. DocuSign Envelope ID: AB421229-7A55-4396-898E-71 E4919C6430 -Yl- POT Sto.12+40.2T N/F ICEM�RELEE INVESTORS, LLC DB 4454; PG 258 PARCEL �D 09271034 -Yl- PT Sta. 11+46.33 -L/- P/ Sto ll +T8.44 P/ Sto /3+10�6 P/ Sto /4+52.6/ P/ Sto /5 +04.62 P/ Sto /5 +55.22 � �= 55° 27' 15.7" f LT J p= l4' 38' 10.5" l RT ) 0= 6' 48' 41.3" lLT J 0= ll' 06' 52.5" �LT I 0= l5' 22' 23�4" �RT 1 INES LOPEZ LOPEZ DB 1453, PG 807 p= 76° 23' 39.7" D= l4` l9' 262" D= l4` 52' 55.3" D= l9' 05' 54.9" D= 35' 48' .35.5' PARCEL ID 09271021A �= T2.59' L= 102J8' L= 45.70' L= 58.20' L= 42.93' � p T= 39.42' T= 5/.37' T= 22.87' T= 29.19' T= 2/.59' � R= 75.00' R= 400.00' R= 385.00' R= 300.00' R= 160.40' P/ Sto /6+79.33 P/ Sto /T+59.42 P/ Sto /8+34.93 P/ Sto /8+88.96 P/ Sto /9+46.9/ -Ll - POT Sta. l0 +OO.00 =�- 2� l2' �3.0" fLT 1 0= 7' l4' 48.8" lLT 1 �= 43" 07' 10.8" lLT I 0= 3° 48' 30J" !LT I 0= 29' 3T' 56.9" l RT I -Yl- POC Sto.10+99.36 D= 24" 54' 40.4" D= l0' 03' 06.8" D= 57' l7' 44.8" D= l0' 25' 02.7" D= 38' ll' 49+9" L= 89.12' L= 72.09' L= 75.26' L= 36.56' L= 77.58' BEGIN PROJECT EB-5011 T= 45J3' T= 36�0' T= 39.5/' T= 18.29' T= 39.68' BEG/ CO STRUCTIQ R= 230.00' R= 570.00' R= 100.00' R= 550.00' R= 150.00' P/ Sta /6+06.40 0= 36' 4/' 53.2" �RT 1 D = 63' 39' 43.1" L = 57.65' T = 29.85' R = 90.00' o� N S 35' 32' ll„2" E -Ll- PT Sto. 19+84.8/ TlE TO EXIST ASPH PATH GRADE (l.5" S9.5A, 6" ABCI -Ll- STA 19+69.46 LT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EASEMENT ARESTO/ BENREMOVED � UNLESS NOTED OR DIRECTED BY THE CITY TO BE RETAINED. CONTRACTOR SHALL COORDINATE T REE RET AlI yAGE GRUBBING. PRIOR TO CLEARING A/�D �G� INSTALL �ULTI-USE PATH CURB RA�P NiF END REMOVE EXIST � ` PER DETAIL 2/CD-3 CITY OF MONROE ASPHALT PATH n � DB 658, PG 136 �iNCiDENrA� ro BEGIN l0'-y�IDE ASPH �ULTI-USE PATH - PARCEL ID 09270037 GRADING PAY ITEiW� _ WITH 2'GRA�EL SHOULDERS -L/- PRC StO.15+33.62 -u-Nsra �9+s��4 � Z -Ll- STA �0+2/.42 'L�- PRC Sto.19+07.23 CITY OF MONROE ADJUST GUY WIRE (BY OTHERSI RE�fovE l7 LF OF -Ll - PCC Sto. 14+75.43 -�/ - PCC Sto. l5 +76.55 DB 321, PG 42 rn CHAIIy LINK FENCE PARCEL ID 09270036 /� � -Yl - PC StQ. l� f0��0 /NST ALL HINGED BOLLARD -Ll - PC StO.14+29.T3 O �/ O�yQ� � F PER DETA/L 3/CD 3 PER�A�/VENl S 2r 36� �3.� E ap' j� � � RET All y T REE EASEM�NT S lg l3� �1.� fTYPI __ t hj � i5, F � �� 1 �� ° c L/ PCC Sto. l8 70.67 � \ ` RE�OVE GATE / / � �i -Ll - PC Sto. ll +39.02 , ' i , + ` c \` E -.� _ , , � k F o � F -Ll - PT Sto. l2 +ll.Gl E v �' o�� o ,� � � pF , � � E F � - - � � , o , i � E � � "�� RE�OVE AND � E � � F �� isc �oi_F � / i. � 1� �� RESET DOUBLE � � E � _ � � GPS-SIR Wlc� � � / CHQII� L��IK � S 36' l4 /3.8" E E � -PE \ \ � V:454452.95:' � � / � / rn .� FEIyCE GATE AF � C pE ._ - - - _ - - PE - - - - � � � \ % i � � cay , - ' tl� � P F � F E /- � � E - � _ /313 �90 REMOVE POSTS � . � � _ _ - - - - - - - - - - - - p F E PF - - k Qy� � , � rn - F - � � g� � \ \ � I - - - pE P� , � _ _ ` E � / , F/ / � � i�9�3�G�'`o� A � F � - � E E `� � "\ F� \ - ---__ E _--' � � � �. Q '� � � ,s62 oz � � -P E E � /" ` � - - - _ _� � � � 0�' , ,' c� FO � � - _ , � I� � \ I � - _ _ F ,' N N/F F E � / / i CITY OF MONROE E �' ��. DB 321, PG 42 /NSTALL HINGED CONSTRUCTION Ll�IT � � �y � N/F � PARCEL ID 09270036 �TYP� -L�- PT Sto.13+60.97 -L�- PRC Sto. �6+ �� BELLS CREEK, LLC F BOLLARD PER - / G�" � DB 3510, PG 583 � � PARCEL ID 09271036 DETAIL 3/CD-3 � � " usE �uNKnio�� ;' �� BEGIN REMOVA[. OF -Ll- PC Sto,12+58.79 � �" � ��,�, �, ' s�EA� Ex�sT asPH ParH ��'� � � � � � ' -Ll- PCC Sto.17+23.32 � � ��,' �� fINCIDENTAL TO � , � � / y ,' � GRAVEL F GRADIIyG PAY ITE�l1 __ �" -Ll- PCC StQ. 17+95.4/ � 0 .' c�`�� /\ -Ll- STA 11+95.00 - � � � � � � REiWOVE GATE � - - � � � / P -Y�- RE�OVE EXIST ASPHALT � � �� - P/ Sto 10+74.5/ �INCIDENTAL TO GRADING PAY ITE�UI / _ _ _ , - � - - � � 0= 26' 37' 00.% fLT 1 � -" � �� D _ l8' ll' 20.9" / > � - _5o°�YRO,�� o�j � L - 146.33 � �o F�,o� T = 74.5/' � � � � R = 3/5.U0' � � ' �, � " � � � � � � 62 0 _' � ' 0 0 � 615 , o - , � 610 � � Pl = 10+2/.42 EL = 59/.30' � 0 605 P� _ �0+32.00 oEL = 59/.09' i � boo ,,c = 20. �55 K 4 -; � 9 r +�2.0000i � �, ____ - L _� � 590 ^ ('��,�595i � • � � -��.9334% � 585 � I�� m 5 8 O BEGIN GRADE -I - � -U- STA l0+15.42 0 575 ELEV = 591.18' o __� � 570 ; _ , 0 � 565 � 0 � 560 J Q � . - -.- -. -,- -, i � O 10 11 GRADE 12 13 � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: � This document, together with the concepts and designs presented herein, as an instrument ot service, is N \ lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � shall be without liability to Kimley-Horn and Associates, Inco � Copyrlght KPmley-Hc�rn and Assoclates, Ince, 2(� 15 � � �n �Iciav 14 15 PREPARED IN THE OFFICE OFo ■ � PoOo BOX 33068 - RA�EIGHg NORTH CARO�INA 27036-�068 PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� 16 I� I� �./ • V II✓ V i i� _ inn� 17 MULTI-USE PATH AND DRAINAGE PLANS �'? .��N' �A R��i ��. �� =•'CdS��n�Vb�'l'q��i : � � �bti�';. �: . :� . _ E/�� . � 66 C47B17DOC498 T � � � 024436 : - � '• 5/24/2016:' : ��.;-�',c' �c�;G I NE�'�'' �`��.`�` ,,,, � � �u i i►i oO,,,, 19 HORIZ PRo�ECTo >0 0 40 VERT � � � JOB NUMBER: 20 BEARSKIN CREEK GREENWAY (EB-5011) 0 I 185 1007 SHEET NUML'ER: C- I 62� 615 610 605 boo 595 590 585 5so 575 570 565 560 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD O i� DOCUMENT NOT CONSIDERED FINAL [�, / I N�F \' � _ SOii-YR _ i'--� / Q(�'NPy� UNLESS ALL SIGNATURES COMPLETED -v / CITY OF MONROE � - � F�'O DB 658, P� � ss � i� 100-YR O� � NOTE: ALL TREES y�ITHIN PRQPOSED � PARCEL ID 09270037 � EASEiWENT ARE TO BE REMOVED i" �� UNLESS NOTED OR DIRECTED BY THE �� CITY TO BE RETAINED. CONTRACTOR ,'---' �� SHALL COORDII yAT E T REE RET AlI yAGE �- /� � WITH CITY PRIOR TO CLEARING A/�D / � � GRUBBING. � - 0•� �`� �� S- \0 � � � S 35' 32' 11.2" E `'°°�YR / ��/ �� - � - � �� ' h -Ll- PC Sta. 30+T5.T2 � � �, �� p p ,/ c __-__-- � � `l, �� END l0'-y�IDE ASPH s EOLF / / � � / U5� �U� �t��p L \�� O� � O V �ULTI-USE PATH � ' REMOVE A/�� RESET � �i � BEGIIy lD'-y�IDE CONC CITY OF MONROE �� DISC GOLF 5/GN F �i �UULTI-USE PATH y�ITH �B s2�, PG 42 � COORDINATE WITH � x Z� GRA�EL SHOULDERS PARCEL ID 09270036 i CITY FOR LOCATION / �O � -Ll- STA 20+31.95 � ' �r ` , � � -Ll - PC Sto. 20 �76.92 F �o°� � � �► � % �'F �"� P -Ll- PT 5to.29+57.2/ � ' s �� v � ---- � _.__ � s , � -Ll- PT Sto. 23+70.1/ - ' � � � '� HEAD�ALL ��N�� AREA -L/- PC Sta. 28+68.02 `�, � �. ,� �'� O � - � � � � � PLAYGROUND �! NCDO STD. H38.O1 �/ � � ,� F _- -Ll - PT Sta. 24+92.82 S 60° 37' 08.6" E �� .�� ,� 0 o p� _ - - - - -�1- PC Sto. 24+37.24 W�� `�, , - � � `ti � , 't�� F _ _ - - - =Ll- PC Sto. 23+05.56 RE�WOVE A/�D RESET TRASH CAIy ��` -Ll- PT StO. 28+37.75 ' °% � P � `� `�� , A COORDINATE y{�ITH CITY FOR LOCATION �'" Q ' � / ��;' �� 0�� h� = � � = 1� . � 5 56' 08 45.1 E � � � � . � , � �, � � � , p S 85" 50' 06.3" E � e o�- � �P, o ,� F � � p� , E� F REr,�N rREE -Ll- PT Sto. 27+50�85 �_. �.�� ,, G � � F , � - � � -Ll- PC Sto. 27+80.55 , � ° � Q� �� - � v 81 � � � -Ll- PT Sto. 22+88.30 � ,' � `� � � � � �� f� � -Ll - PC Sta. 25 + 6. O PER�ANENT � � � �`� � �� ---- ----__w�TEi��, �L��\6� �, ^�� EASEMENr E ,'� P � ho°' i� � � ` � ' � -�U�E , ` � /�� N�� E , � , ,� rrrP� _ �E� ,� � �� p-'�R , . � , , - , R � �F ` , '� � � F �d � F �° o�' -Ll - PT Sto. 25 +9/.73 REraN E _ - 1 � `4 � oo y , ' , F S � -_ � �� .' � ' � h. � REMOVE A/�D RESET C''p �S/�j � � � � � ' �� A� T R P�� o ,�� _ , ° -QE , / , � , , � � � /�V DISC GOLF SIGN COORDIHATE ��/r � � � � � �, �" F -Ll - PC StO. ZTfO4.92 F ' ' � � , ' Q y�ITH CITY FOR LOCATION `� � ,� _ RETAIN �G , � , � �� ` � � _ _ . - - - - - �• / � , � � - � � � � �F TREE F � ♦ � -_ �, ,\� i � -- -Ll- PT Sto. 2/+6/.72 ` � ` � \ F S 5/' 44' 42.3" E `` F E -' � � � �� - ' F E E � � ' � �' . e � � � �� , � E � �,�v � ` � •' / � ' F , - -F - E--- � � Tg / � \ '' � .�/. , QO� �°O � p ,,;,,e ,-^, �. . S 3' 08' 42.5" E � � � � �„ .- �, , � � ��, �.` p� � - '� � 57' R CURVE \ � � �,°' ,' / - /, � � � � , � � �o �� i � WIDENING F � �'� _ � � � � � ' � ' � - -Ll- PC Sto. 22+18.92 � _ - - � _� p� p - - - - E - - - - - - 'e� , ' _ _ _ � � , � E TB �� ' REMOVE A/�D RESET �� . _ . 6 . . �. E 8'-I RCP-�/ T ,___---B'- �i��- 8�-� ---TB -------- ------ T�------- DISC �OLF BASKET � , TB � i� = 564.4' _ - ' " - - - REMOVE CONC PAD COQRDINATE y�ITH / / �• -a�'T = �F4 3, -' - -- '- 28'-42' RCP-I� CITY FOR LOCATION �� -'-- CLASS 'B' RIP RAP TB �� 8'-15' RCP-V REMOVE AND RESET TRASH �BURIED 0.5') � � - ' � �NV ►N = 559.7' 44'-18' RCP-IV \ --' -Ot1�l�ET PROTECTI(1N- -' � V �N = 563.7' CA/� AND PICNIC TABLES INV OUT - 559.1' INV �N - 563.3 � ,�„ EST 3 TQI�S-' --�LASS 'B' RIP RAP �NV OUT = 563.5� N�F COORDINATE y�ITH CITY INV OUT = 562.10 / �Q EST 6 SY OUTLET PROTECTION BELLS CREEK, LLC FOR LOCATION HEAD�ALL o CONSTRUCTION Ll�IT EST 6 S�NGFD PARCEL ID 0 278036 NCDO STD. 838.01 CLASS 'B' RIP RAP '� fTYPJ �ST�3TTON�TECTION � � I � -L/- EST 8 SY GFD �. � ,� P/ Sto 2/+20�48 P/ Sto 22+56.3/ P/ Sto 23+38.34 Pl Sto 24+68.29 Pl Sto 25 +69.78 P/ Sto 27+28.63 P/ Sto 28+09.66 P/ Sto 29+13.98 c� ass �B' RIP RAP �� ` r � � � q � q , � � � � OUTLET PROTECTION 0= 32' 23 28.7 �RTJ Q= 53" 00' 02.% �LTI p= 24` 39' 30.9" fLTI p= 63`4l 17.4 lRT) Q= 3�' 37 43.7 ILTI p= 35 05 24.0" (LT1 p= 26 /2 5T,T' fRTI �= 34"' 04 /0.2" fLT1 EST 5 ToNs �/ r� D= 38' ll' 49.9" D= 76' 23' 39.7" D= 38' ll' 49.9" D= ll4' 35' 29.6" D= 76' 23' 39.T' D= 76' 23' 39.7" D= 45' 50' 11.8" D= 38' ll' 49.9" EST �2 sY GFD �� L= 84.80' L= 69.38' L= 64.56' L= 55.58' L= 45.33' L= 45.93' L= 5T,19' L= 89.19' �" � T= 43.57' T= 37.39' T= 32.79' T= 3/.05' T= 23.38' T= 23.7/' T= 29J1' T= 45.96' � �" � R=150.00' R=75A0' R=150.00' R=50.04' R=75.00' R=75A0' R=125.00' R=150.00' N � PIPE HYDRAULIC DAT A PIPE HYDRAULIC DAT A PIPE HYDRAULIC DAT A PIPE HYDRAULIC DAT A � � 6 � 5 _� � � � 28 LF - l5" RCP -V 28 LF - l5" RCP -V - - 28 LF - 42" RCP -lV �_ _ 44 LF - l8" RCP -lV : �'_ 6 � 5 o DESIGN DISCHARGE = 2�90 CFS DESIGN DISCHARGE = Oel5 CFS DESIGN DISCHARGE = 3600/ CFS 1 �I DESIGN DISCHARGE = 7e64 CFS � 0 600 DESIGN FREQUENCY =�0 YRS DESIGN FREQUENCY =�0 YRS - DESIGN FREQUENCY =�0 YRS �i DESIGN FREQUENCY =�0 YRS � 6OO - 565e42 FT DESIGN HVy ELEVATION = 563a9/ FT - DESIGN HVy ELEVATION = 563e43 FT �i DESIGN HVV ELEVATION = 564e97 FT i o DESIGN HV1/ ELEV AT lON - i � 595 eASE DISCHARGE = 3e27 CFS BASE DISCHARGE = Oel6 CFS BASE DISCHARGE = 4/.59 CFS i � BASE DISCHARGE = Se6/ CFS 595 � BASE FREQUENCY = 25 YRS BASE FREQUENCY = 25 YRS BASE FREQUENCY = 25 YRS �� i BASE FREQUENCY = 25 YRS 0 5 9 0 BASE HVy ELEV AT /ON = 565,50 FT BASE HVy ELEV AT /ON = 563092 FT BASE HVy ELEV AT /ON = 563,7 4 FT �i � BASE HVy ELEV AT /ON = 5650// Fl - 5 9 0 � OVERTOPPING DISCHARGE = N/A CFS OVERTOPPING DISCHARGE = N/A CFS - OVERTOPPING DISCHARGE = N/A CFS i� i OVERTOPPING DISCHARGE = N/A CFS � OVERTOPPING FREQUENCY = N/A YRS 01/ERTOPPING FREQUENCY = N/A YRS '` ° OVERTOPPING FREQUENCY = N/A YRS -� I! � � 5 8 5 OV ERT OPPING FREQUENCY = N/A YRS � 5 8 5 � ' OVERTOPPING ELEVATION = N�A FT OVERTOPPING ELEVATION = N�A FT OVERTOPPING ELEVATION = N�A FT i ! OVERTOPPING ELEVATION = N�� FT PROPOSED � _ 580 � 5 8 0 P� - 24 �02.00 � i- GRADE � � EL = 567.54' � _,_, _ PI = 2l +55.00 �_, _ �_� � _ � VC = 80' _ L �_ +� . I _' - Pl = 23+23.0 __ Pl = 24+22.00 P� = 24+80.00 =_� Pl = 25+73.00 Pl = 26+87.00 - _ Pl = 28+70.00 Pl = 29+53.00 Pl = 30+35.00 _ EL = 566.93' _ , i _ , � Pl - 27+65.00 � 5 7 5 K=�� C = 5Q' EL = 567.39' , EL _ 565.7T EL = 567.02' EL - 565.56 � EL _ 566.83 ii_ EL _ 564.87' , EL = 565.68' _ EL = 564 50' EL = 566 08' �- EL = 564.56' S 7 5 � _ VC = 50' i VC - l20' � K- 42 _ , , VC = 50' VC = 60' VC l20 � • C = l00' - VC= l00' �C=40' VC=50' L _� - _ _� � K 22 K 43 _� K=13 K=15 -, K=39 - �� K=18 � K 46 K=33 _� K=II � K=40 570 �_ � _ _ 570 � ' _ - _ - . , T � , . . � � � _ �- � � l 10.4000% l +l0.Tl6TY. 1/.5000% � +11.2621 /. � -J2.5/85'/. � +J1.3623/. t + J1.�417% � -1/ l ° f +)1.9000'/. � -�1.8537% i _ - - - � 565 --- - - -- _ _ ---__,,0,�.- - � . --- __ _ .�84i 565 m � _� _ _ _ _ �_ ��__� _ _ _ �_ � - -- 0� f-�/,7236j - - _-� !''_ _ ''-�`o ___--- -- --- - , _ � 5 6 O PROP l5" RCP -V PROP l5° RCP -V i i � ST A 24 +22.00 ST A 25 f 07.00 ', �_ �� i _ PROP l8" RCP -lV _: _: _ 5 6 0 g ELEV = 564.3' ELEV = 563.6' _ _ STA 29+55.T3 i i_ PROP 42 RCP-IV �i ELEV = 562.7' �' S55 i ExisTiN� � � . STA 27f64.25 5 55 o � �-.-_ _. � : GROUND I� ELEV = 559.4' _ � � 550 _ _ __ . _' = - 550 � � 0 � 545 545 Q - - l � _ _ , _. _ __ �_ _ � _ . _. _ , . - __ _ _ _ . . , . �.-: ._ _ _ _ _ _ ,- . _ _ _. _ . . .--.- - . _, , _ _. _ ,- � _ ,-� _ ._ . _. , . _.__ _ . _ . _ _ . . __ _ _ . -.-,- �_ _ � _ . _. _ , . - __ _ _ _ . . , . �.-. ._ _ _ - ,- - .- . _ _ _. _ . . , L � 20 21 22 23 24 25 26 27 28 29 30 31 Pr�EPAREo iN rHE oFFicE oFo ��.``�H CARO� �ii, "' "' HORIZ PRo�ECTo �� o� ,,..... .,. i�.,� > o 0 4 0 � �� 'D�c6�S� �e��%." � q �� MULTI-USE PATH AND =��°-�f�a��: = BEARSKIN CREEK GREENWAY • � : � SEAL � i� REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: � 661 47B1;DOC498...: � �� U�44.36 . - NThis document, together with the concepts and designs presented herein, as an instrument ot service, is �R/�� /�� /�� i,��'• �/20/20 6� : VERT � � � � �',``�-o �''• �;G I NE`��' ��c, .`�` � 0 9 \ lr�tended only for tP�e specffl� purpose and cllent for which lt was preparedo Reu�e ef and fmproper � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � � ♦�' '. ..'� �♦ N shallbe without liability to Kimley-Hoi�n and Associate-4lnco �'�Oo BU�' �3U�8 - RA�EII�Hg NORTH CARO�INA 27�036-3068 �i��PFy' p0��` �o� NUM�ER: ;,HEET Nu��EER: � c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� ��,�� v�` o I I85 1007 C-2 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD N/F -�� DOCUMENT NOT CONSIDERED FINAL CITY OF MONROE UNLESS ALL SIGNATURES COMPLETED PARCEL D 09270037 P� Sto 3/f0/�8 P/ Sto 32+14.9/q P/ Sto 33+77.89 P/ Sto 35+7/.33 P/ Sto 36+40.05 � P/ Sto 37+66.55� P/ Sto 39+35.1/ P/ Sto 40+52.10 P/ Sto 4/+27.57 P/ Sto 4�L+1/.47 q p= ir � 55.0� rRr� p= i4� iT 42.4 �LTJ 0= 9' 2% 53.0" �RTJ p= i9"44� 39.9� rRr� p= 2� 20� 25.4 r�r� p= 2r 50 2�.3 (RTI 0= T9' 22' 28.2" fLTI p= i8� oT 38.9� «r� p= 69� 24 35.9� rRr� p=�42 09.6 (LTJ NorE. ALL TREES y�ITHIN PR�PosEa D= 22' 55' 05.9" D= 22' 55' 05.9" D= 22' 55' 05.9" D= 38' ll' 49.9" D= 28' 38' 52.4" D= 38' ll' 49.9" D= 5% l7' 44.8' D= 38' ll' 49.9" D= 76' 23' 39.7" D� 22' 55' 05.9" EASEMENT ARE TO BE RE OVED UNLESS NOTED OR DIRECTED BY THE L= 50.75' L= 62.37' L= 40.86' L= 5/.69' L= 84.96' L= 57.18' L= 138.53' L= 47.46' L= 90.86' L= 46.T� CITY TO BE RETAINE�. CONTRACTOR �``` 1�� T= 25.46' T= 3/.35' T= 20.48' T= 26.14' T= 43.13' T= 28.94' T= 82.98' T= 23.93' T= 5/.94' ,� = 23.42' � SHALL COORDINATE TREE RETAIIyAGE ��R-569 ;� R= 250.00' R= 250.00' R= 250.04' R= 150.00' R= 200.00' R= 150A0' � R= 100.00' R= 150.00' R= 75.00' � R= 250.00' � vVirH CITY PRIOR TO CLEARIN� A/�D / IN(SW)=5` v�w�=55f; � -� GRUBBING. ` _Y3_ / / REMOVE AND RESET n - - - � � i �OORDINAT � y�ITHT GTY = I i FOR LOCATION � �n P/ Sta 11+36.36 q Y� __ + z � p 0 26' 04' 0/.6 �LT 1 � P� L/ PT Sta 42 34.75 c� FLOODwqy � �_��45' 25.8p F��O SEECDETAILTERAL 'V' DITCH � -----______ � � L _l3/.94' �' -�I-PCSta.4/+88.05 � -------- T 67�13' -- � - - � uRou�� - _-- -Ll- PT Sto. 4/+66.48 --� U'� ---------- R = 290.�0' __-- -Ll- PT Sta.3/+26.47 ---------------------------------- - � - - - - - '-�� a�n,: � PD� � y $ 8� �3' 23.8A E 6" REINFORCED CONCRETE O ✓ wicAP-2as N0� -�.4" R 559 �8, � � � M �.�� ;�� , 00 WITH *4 BARS � l2" O.C. N/F INV �OUT = 557.6' P -� � � GTY OF MONROE C � � � Q -Ll - PC Sto. 3/ +83.56 4'- lDE CO C SIDE ALK DB 321, PG 42 P T � � � � PARCEL ID 09270036 RIP RA EMBANKMEI�T PRO ECT10� � O � -LI- STA 33+80 TO 34+85 -Y3- POT S1'Q.14+56.�8 PLACE CLASS II RIP KAP A 0�/ E PI E -' � ^ Q N ALONG TRAIL SLOPE ANO RAP AROUND �/ -�6, ,-' �� U� Z � ,> . , -Y3- POT Sto. IOfOO.00 TOTB3NK�S. OF BEARSKIN C EEK / �' , F � I� PE�EREPO � fBY OTHERSI EST 40 SYNGFD � // ,�, ^ � TlE TO EXIST CONC Oy� SEE DETAIL 2 P.� _� W 5/DEy�ALK AN�� REMOVE Al�ID RESET SPECIAL ATERAL 'V' DITCH ,' �� d�N � _ W -Y3- PC Sto.10+69.23 DISC G LF BASKET SEE DET�IL I , F� C� = ASPH PA�EMENT COORDII�ATE J�lTH � � �� C� � �- -Y3- PT Sto. 12f�1.1T , -Y3- STA 12+90,2/ CITY FOR L�CATION cH�N� INK� FENcE -Ll- PRC Sto. 4�f7J`' .63 :� ��G � ��y -� �I � 5' R -Ll - PC Sto. 4�+28.1T �� u., ��,'' `� ' y � ' \� C� � � riE ro Exisr coNc stp c �%' ' P�� iP � 7Q' 27' 47„8" E � O SIDE� S A ll +39.82 E PER�WAI�1ENT EASEMENT fTYPI � � � �� 0� . � lIySTALL BOLLARDS 29� 53 00.4 E �,, � 8r 09 57.4 E � PAT H� RADEr ASPH E /<c, PER DETAIL a „~ . � r . �S r� �� -r3- SrA ro+T6.16 E "' -Ll- PT StO. 39+90.66 � � / � . ��,� � ' � � i �� _ , �,� -Y3 � , , o , , Q -� � �}, `�` E _ _ - E - - - �' 36� 3�� E REMOVE A/�D RESET F / ,'� / � � / � . � `S 7�"�� , _ _ F - - � o , 8 DISC GOLF BASKET ,��' � / � " � � I 28,� . � - _ � � � � � � � � ` � � �� . �, ' � `� E COORDINATE y�ITH CITY t�, � / F ' l i , � � � , �� ; � , � � � � � � ° - ' _ F FOR L Tl � �� ,� , OCA ON � � I F E E 5 R e,, ., �'E - E \`` R R T \ � _ E �� ; , , �' � . „ , � �� , �'OL� , � � � �I - - _ -Ll- F � - - ' � �� _ - � - - - - - - - - - - - - - - - � - - - _ PE �� , / �� EiWOVE AND ESE � _ o F � PE - - - PE - - - -_ , , _ F PE -PE - - - . , ., - � E ; � DISC GOLF SIGN , � � � - - - � F - _ � � � , � � � r �`� � ooRoiNArE y�irH cirr �, � J � � - � " � � -� � � � � - - F _ - _ - - - _ E ' - _ � _ - - - - � � � E ��'� ' � / FOR LOCATIOIy ' � �- , - _ _ , � - - _ � �, � � b �, � � _ e � �. � � � „� � T � �� F E -" - _ _ , � _ / �� \ _ _ _ � _ _ �` _ � - - - ` - - - - T8 _--'' � - ------_ RE�QV��D �r--------'" ' -- TB E � -P - - .�� e - E V F PE -- T1 /�'zILL -Ql C G LF Sl . _ '�Q' _ _ _ _ _ E � BEARSKIN� � B � � � �� . � - N _ � _ COORDI�jArE �H cirr ' - - - � ' � • � . . _-- . � / � � � Q ' - wATER Fo�� _---- ---TB-- ------ --p -DErA�� 3iCD-3 - CREEK F _�.o rio� -- _ --___ -'- ,. TB _ _ � _ _��- �� ,. � � rA ' � - - - - - - - l_-_ PT t + ,. � --- � , ` TB PE _ � ,, / � l0'-y�l�E CONC MULlI-USE PATH RE�OVE Al�ID RESET , - - - � q - - - � " � � � , .�g � , � ' � ' DISC GOLF BASKET S 87' 59 /3.2" E 87' 25 0%3 E __ __ RS I y�ITH 2' GRA�EL SHOULDERS COORDI,I�(AT,E �Tli ClZY _ - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ ' - - _ T � - ' gE REE� D ETAI L 1 _ . FLOODINAY _ _ _ - - - - - - - - �o� �ocArioN -Ll - PC Sto. 35 +45.22 - - � � - - - - - - " � � ' � 5 " -L�- PC StO. �'f'J�.6� � � � _ _ , / SPECIAL �LATE�RALO1eV' DITCH -Ll- PT Sto. 33+98.28 REMOVE CONC PAD �� -Ll- PT Sto.32+45�94 �J1 Q�7 , � ?. �, , \�� N t r I 31 °er Fi�l -�� PRC Sto. 35+96.92 -Ll PT Sto� ✓� T✓�i/ � �-� � _� Ground Fq� or D �\t> Slope ter ��->'R COII�STRUCTlO/� Ll�IT S T�� 3�.4N E Min. D- 0.5 Ft. -Ll- Sto. 33+88.49 = � " �� '�� -Y,3- StO. ll +59.86 fTYPI _ FROM STA 40 + 50 TO STA 41 + 71 Ll LT STA. 41 +74 -Ll- (RT) ( � / \ FROM STA.41+80 TO STA.43+25 -U- (LT) � � 500-YR -� i � -� � � - - - - - - - i ` _ - - - - _ . � -Ll _ PC Sta 33+57.42 ,i �� , ;-" � � � _� _-> �� -Ll- PC Sto. 38+52.13 � � '��--� � �---- �`----- -- ---_ � � � � � \ � � �f' � -----� --___ �_----� __ 500-YR i.�� I� �, \_ S�Q y� � - \ � � - i r � � 595 _� � � � � � � � � _ � � _ � � � � � � � � �- 595 0 0 � 590 590 , , 0 � � 585 �,� �� 585 � � 0 5 8 0 . _il � _ _. � PROPOSED �� 5 8 0 � Pl = 33+45.00 _ _ o = Pl = 36 +20.00 _ GRADE � �i �i_ P/ 34+85 00 u - Pl - 37f40 00 ° 575 Pl = 32+35.40 EL = 566.5T i - '� - EL = 565.OT P� - 36 f80.00 _ •, Pl = 38+OO.UO Pl = 38+73.00 p� = 39+40.00 P� = 40 �54.00 Pl =_ 4/+16.00 Pl = 4/+76.00 5 75 � EL = 563.36' i i EL - 566.15 _ , EL = 565.55' EL - 564.47 EL = 565.25' EL = 563�63' _ � - EL = 565.34' EL 563.48 _ _ , _ � C = 60' _ �__ _ __ �C _ : 6� -- - - _ _ _ i, VC _= 5Q' _ �� _ : 70 �C = 50� VC = 50' _ EL - 564.5/ _ EL = 564.27 V , ,. K /9 K- 44 VC - 60' VC = 80' �--,- VC - 40' VC = 80' � 570 _ ---- K=17 �_�� K-lDO ,,��-�. -� K=�g K=16 K=IT K=23 �-�I- KC-88, K=ll K=19 KC=lO� _ _-__ 570 � - �� f -J0.3000% f -10.7999% ' [ -1/ 7 + 000% - • • � - . • �� , �+)2.9�4T/. l+�0.8000% . 955% � 11.3 f 12.2/3//. (+�1.3000% l+10.730�% 13.Opp0/ l+11.3207/ . 5 6 5 � 565 r-�o.s000i - - - - - - _ - - - _ • �-12.s000� � _ -, � - -_ _ ---- _ _ _ .,. _ � , _� __-__ �_ �_� - �_��_� _.__- ._��. __ ._ . _� _._ - _________ __ � _ 560 ' ---- - �_�-;.00i---=----. - - . -- 560 � _� _ � � �_ • r+� 0.3�i � � � �� 5 5 5 ExisriN� ' PIPE HYDRAU�IC DAT A � eE�i sPEciA� 5 5 5 m GROUND 40 LF - 24" RCP -lll N END SPECIAL BEGIN SPECIAL � i DITCH GRADE LT �_ p/TCH GRADE LT DITCH GRADE LT 5 5 � _ _ DESIGN DISCHARGE _ 13e8/ CFS -Ll - + i, 5 5 � � � _ . .__ . _: -Ll- l+ l -Ll- l+ o - DESIGN FREQUENCY =�0 YRS ELEV = 562.00 -� �_ � 545 DESIGN HVy ELEVATION = 56/e85 FT � �- ELEV = 560.79 ELEV = 560.88 545 � o BASE DISCHARGE = 1502/ CFS �I � PROP 24° RCP-III � 54 � BASE FREQUENCY = 25 YRS �i ST A 4/ +74.68 , _ BASE HVy ELEVATION = 56/e98 FT i ELEV = 558e� 540 � _ I . - OVERTOPPING DISCHARGE = N/A CFS � � J 5 3 5 i- - OV ERTOPPING FREQUENCY = N/A YRS 5 3 5 Q / _ _ _____ _ ____ _ __--___ ______ _______._ _---� � . � � � . � . . --,_ _ _ . _, . _ -.- .- �_ _ _. _ . -. . . _._ OVERTOPPING ELEVATION = N/A FT . _._ . - __ _ _ _ . . _ . �.--.- - - - -- .- . _ � � 31 32 33 34 35 36 37 38 39 40 41 42 Pr�EPAREo iN rHE oFFicE oFo ��`��ARO� ��i, HORIZ PRo�ECTo �� o� ,,......., iti•,, > o 0 4 0 � � �.� ��,ti��e� q .�: MULTI USE PATH AND :�-F� BEARSKIN CREEK GREENWAY � EAL ; � ifl REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: � 1, 4�B1.7DOC498..� � �� Q � ;� �(JL�44.i6 � CV This document, together with the concepts and designs presented herein, as an instrument ot service, is �R/�� /�� /�� i,� :�/20/2016 : : VERT � � �',`�i°''•.!yG � NE`�,�'� ��c, ��`` � 0 9 \ lr�tended only for tP�e specfflc purpose and cllent for which lt was preparedo Reuse ef and fmproper � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � � ♦�' . .. ��♦ N shallbe without liability to Kimley-Hoi�n and Associate-4lnco �'�Oo BU�' �3U�8 - RA�EII�Hg NORTH CARO�INA 27�036-3068 �i��P�cy' p0��` �o� NUM�ER: ;,HEET Nu��EER: � c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� ��,�� v�` o I I85 1007 C-3 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD ,\ _�/ _ �( / �, ` P/ Sto 43+8/.45 P/ Sto 46+17.09 P Sto 4�+63.7 i P/ Sto 47+80.99 � � Q= 69° 26' 02.1" (LT I Q= 4' 56' 59.7' (RT l = 5' 44' l� "'�LT 1� 0= 88' 28' 2/.2" fRT 1 D= 76� 23� 39 7� D= ir 27� 330� D- ir 27� 330� � D= 22g i0" 59.2� REMOVE �4/1�D RESET DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EASEMENT ARESTO/ BENREMOVED � UNLESS NOTED OR DIRECTED BY THE CITY TO BE RETAINED. CONTRACTOR SHALL COORDINATE T REE RET AlI yAGE C� 3) . ` L= 90.89� + L= 43„2(i • L= 5�.(�8' • �= 38�FjQ' BUSINESS SIGN I �RUBBING. PRIOR TO CLEARING A/�D 5 N E ET TO' 27 4T.8" E �` T= 5/.97' T= 2/.6/' T- 5A6' , T` ,= 24.34' -Ll - PT Sto. 47+95.26 0� S E E � R= 75.00' R= 500.00' R= .00 R r 25.00' INST ALL BOLLARDS � 2� 5 � SEECDET�ILT ERA L ' V' DIT CH � �� E N D I O'- W I D E C O N C � !� PER DETAIL 3/CD-3 - - ST P a' �o� Mu�ri-usE PArH °o. �- -�, E D CO ST RUCT l0 -� � , B� �Glly l0'-y�IDE ASPH CLASS 'B' RIP RAP y'Q NAD 83 �LI �� ° � rOl�4J�.%E � MULTI-USE PATH WITH OUTLETTPROTECTION �5�'1'R _ _ _ _ -Ll- Stp. S�OJ�.BI �I N E �, � � 2' GRA�EL SHOULDERS E s T s oNs Ll - POT Sto. 48+17.57 CrI �� ` � REMOVE AND RESET -Ll- STA 45+82.60 EST 18 SY GFD , M p.T � �� DISC GQLF Sl y� � -Ll - PC Sto. 47+56.65 ��► � \ COOR�I/yATE l H COLLAR AND EXTEND � 6' C CITY FOR L ATIOIy \ E EXISTI�G 18 � �� > �� _ l- P t 4+ 4 � w E 0' l4' 27.2" E iN'18N� � 5sq.6i� , �� ` � � L C S O. 3 29. 9 � -L/- PT StO. 46+88.T6 rn �NV oIJT = 564.40 �� REMOVE CONC PAD INSTALL DET�CTABLE � �� ,/,� � CITY OF MONROE IN�NING DO ES I � � \ -L� - PT StO. �F +2�.38 DB 321, PG 42 P�A / CDO� STD. '� i� � PARCEL �D 09270036 ST'��G D ��G S B.OJ� � J � co � � COI�ISTRUCT1011� LI�WIT (TYPI � �EA o I � � � � ' Ikje �- .� �FF � � \ I / � , �+ E E E , � F E �ti o,h � � , / � �- - - - - - - - P - - - - - - PE - C -LI C P x�h• N/F \ � ' � � \ � _ - � � - - - - C�TY OF MONROE � � � � • d , � �� < FENCt � F Q � ` � �+ „� _ _ + � DB 658, PG 136 ' � � / BOX CULV - - - - - _ _ _ _ _ _ _ �RI �;; PARCEL ID 09270037 � _ _ - �EF - PE w Slr' - � � �' , �N -SSB I E E E 25' R CURVE � sc � � i"/ � ��•. E �IDEN�NG ��' E T A I Iv I R B E N T -Y� - POT StO. ll +60.23 �� PER�,4A/EI yT EASE�ENT (TYPI ► � 500-YR, - � " �o- „ I/ i z +00.18 F � � �--- �� 6'METAL FENCE -�-- _ RIP RAP o REMOVE A/�D RESET �_ I Q ��S� /' \ 3ARX� 6 METP I ��, = GWF QISC GOLF BASKET ��- � -Y4- ,O�r � � 2st,�,;� R i P s o z° o s�� / � - W E� T 0 0 S Y P� R M I � �, ( f�� c o o R o i/ y A r E i r H c � r r W J O H N S O N S T , �R � / � Q -567.86' 18 RC r� �.1 RA - � � o I N V- G r-� I � F � f� L� f i% l 0/ V , O - �� ;:� INV=566.�0' 24 �N'� ; N S E E D E T A I L 2 N r 17� ��„6M � 441.16 �� a � N00°59'45'_W ' �y � � - _' ' / ROSSWAL INV-567.3� � I ; I - � � � � � �� .84' - �/ T �S�IGNAL� � i ^ " 5 r ----- I � -Y�t - P / t � f , - - --- ' � a �T� I _ _ - - j ,. � - _ . _ �.. ._.. _ _ _ , � � 20�,, _ - . __._. - � I � � � - � _ _ ----- � /�e TB re _ R�� ,� \ O i� _ I �IP RAI' X�-X�X-k � -- _ ,_ (�ROSSWALK� ��_ _ _ - - -� I - - �� /� GATE 6'CHAIN LIINK �FNCF I E SIGNAL - -- _ � - � , �� l�r `�. � 48 R�� ;��_ � � LANDSCAPE TIMBE � BOX CULVERT ��r�� r� ,'�� u>��^�„v,,�r�,�,°�:� GATE � �� -- �, x x � � �� N�=�S� �� KEYPAo� .�� D ETAI L 1 DETAI L 2 CHAIN LINK FENCE _ " !TH BARBED WIRE I � - ��y 4---,. � '"� ��---- � Sl ---�9� f SPECIAL LATERAL 'V' DITCH TOE PROTECTION ; OO C} Q� / ( Not to Scale) ( Not to Scale) et �� '� x- '�� - -Ll- PC St0.45�'95.48 o�F`°�`�e _-----____----- ---------- ' rn� � �.� ��S�o� , , . � �A�� ,� ' -Ll- PRC Sto. 46+38.68 0< Natural � _ - � �� Nat�ral � ,�.;� �e� Fill Ground � � � N/F � z R-571.5� / Ground F/ • j or p ��a'� Slope Ci � THE EUCLID ,�i_��-, 4'tt PSRM CHEMICAL COMPANY ��/ / �r Ci - �.O Ft. PARCEL?D' 927 033 � � Min. D = 0.5 Ft. / �, O� � GOULSTONTECHNOLOGIES INC. / � ' DB 971, PG 52 � Type of Liner= PSRM �"/ � PARCEL �D 09270035 70 / �' FROM STA. 41 + 00 TO STA. 43 + 25 -Ll- (LT) FROM STA. 44 + 00 TO STA. 45 + 75 -Ll- (RT) � j � �_1 � I i y � I � � � I� I 4 , , ,, , � � � , �� .\ � � � � � � � � �� N ��_ � � �� _ _ � 595 ',. EL� ST �48�05.81 595 � ! ELEV = 56T.30' - � 590 '� _ 590 ; o _ � � 585 585 .� _ � _ _ � 5 8 0 P� = 4�+85.00 _ 5 8 0 � _ `_ _ _ 'i i , EL = 567.19' -, 5 75 � 5 75 �-- _ '' i Pl = 44 40 00 � � Pl =_ 46+12.00 �C = 40' i _ Pl - 42 +90 00 �� ' EL - 563.21' �, I • i= EL = 564.3/' i i _ K= 22 � � 570 I EL = 56/.3/' _� �� = l20' i� PROPOSED VC = lQ�' __,_ __ __ __ 570 � �C = l80' ---- --- � K= 45 _� i GRADE K= 34 + T l+10.5000'/. - -- � 5 6 5 � � K 39 I �-10.64 • _ l+) 2. 3 0 5 6� � - � • oo� - 565 � i � � �+J2.0000/ ---- --- - - -- o I�i - - - - - � - - - - - - - - - �- -�- PROP l8" RCP -V i � 560 l+J 0. 4'/. "--. _� STA 47f96.39 i 560 . � _ � i ELEV = 564.6 �i � 555 _�__ -_ �' -. � � PIPE HYDRAULIC DAT A � 555 m END SPEC/AL EXIST lNG , I��_ DITCH GRADE LT GROUND i l6 LF -/8" RCP-V lPIPE EXTENSION) ii � 5 5 0 i -L/ - + i DESIGN DISCHARGE _/7e29 CFS i 5 5 0 o _ ELEV = 56/.38 __ i DESI�N FREQUENCY = l0 YRS - � 545 ' DESIGN HVy ELEVATION = 567089 FT �; 545 o BASE DISCHARGE _ 19a68 CFS �� 54� BASE FREQUENCY = 25 YRS � 540 � BASE HVy ELEV AT lON = 567e94 FT i � 5 3 5 : _ OV ERT OPPING DISCHARGE _<13e9 CFS -: 5 3 5 Q - /- OV ERTOPPING FREQUENCY -�l0 YRS i, _ _ __ __ _ _ _ __ _ _ __ -- _ _ _ _ _____ _ � ___ _ . _ ___ _ , __ _ __ _ . _ __ _ _ . __ __ _ _ _____ _ _ _ __ _ _ __ - - _ _ _ _ _____ _ _ _ __ __ . _ ___ _ . _ � � � � � � � � OVERTOPPING ELEVATION = 567e70 FT � � � � � � � � 42 43 44 45 46 47 48 Pr�EPAREo iN rHE oFFicE oFo �.``��H�CARO ��ii HORIZ PRo�ECTo ■ .�`�o�`�••......��.,, >o 0 40 ��. �. •'��a�� ;�tje�,, 9 �� MULTI - USE PATH AND ::'��a��: = BEARSKIN CREEK GREENWAY � SEAL . � ifl REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: � 1C 7Q.17DOC498.�. � �� 144.i6 . � NThis document, together with the concepts and designs presented herein, as an instrument ot service, is �R/�� /�� /�� i,��'. �/20/2016 � : VERT � � �',`�,�'''•.!�'G�NE`�,��,��`� � � 9 \ lr�tended only for tP�e specfflc purpose and cllent for which lt was preparedo Reuse ef and fmproper � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � � ♦�' . .. ��♦ N shallbe without liability to Kimley-Hoi�n and Associate-4lnco �'�Oo BU�' �3U�8 - RA�EII�Hg NORTH CARO�INA 27�036-3068 �i��P�cy' p0��` �o� NUM�ER: ;,HEET Nu��EER: � c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� ��,�� v�` o I I85 1007 C-4 DocuSign Envelope ID: AB421229-7A55-4396-898E-71 E4919C6430 � �_ �- � HENRY GNCHIRINOS & � _ � " � , � - � \ � DOCUMENT NOT CONSIDERED FINAL � SG+ 38� J�S.Fp E UNLESS ALL SIGNATURES COMPLETED � DELMI CHIRINOS � `� -Y5- POT Sto.13+55.�0 75+2204 �Q � DB 4455, PG 492 J.K. STEGAL� LLC � EASEMENT AREST 0/ BENREMOVED � �_\ PARCEL ID 09229027 \ DB 5715, PG 883 -Lj- PC SfO. 74+27.99 -L3- PT Sto. ' D UNLESS NOTED OR DIRECTED BY THE � PC D, PG 659 \ �55 69� �A' � �` `' PARCEL ID 092290888 � p _ n CITY TO BE RETAINE�. CONTRACTOR �� =sss.sa� � � �� ` � END l0' y�IDE CONC SHALL COORDINATE TREE RETAINAGE � � � �. � � � . . , �� ,' �? 82' 54 03J E _ '� � i � . \ B��UGIN l0'E� DE ASPH wITH CITY PRIOR TO CLEARING AND ' � -- - � ss?a°n!- � ,� �. � , � � \ e � � RETAIN CB MULTI-USE PATH y�ITH � z GRUBBING. \ � � l / / `� � 1�55.56� 24� ` ° ` � � -- - � RETAIIy EXIST CURB RA�P 2'GRA►/EL SHOULDERS � rn � � � � / OUT=555.36� � �y •. � ' � _ � � ' ' � ,41�D POLE �� -L3- STA 74f78.28 \ / ` � � ?( �` � v�JT 5 60�20� , � e, �11 _ �QU_ _N� � � � \ � � � � \ \ ♦ \ 1�+3� c . N � Fo �� .�� PROP l0'-y�IDE CONC RETAIN U.! \�s+ , , / _ _ _ _ _ _ _ - . G� �� - - M(lLTI-USE PATH , POLE ` , � ' � °� �� - � _ � � ON BACK OF EXIST CURB 5 R y M � � , � ,, ` _ � ��2 � \ � � i �� 1 >�i.r_ � �� ` i '. ' - , � , Fq� . � '� --" ---� -- � I.g SHIV c . . . � � - . � . ,o. , ^ - - �� -- I - . E R F D 00 . , � \ � ` • � � . ' - � . � � C.�Fc�� ' � � RE�OVE ExIST CUf�B RA�P ;� �-� - - - � �. � � F �, - , �, ` E (� \ � � ,1 ' , . , � . ' ' � ;�'-9T� � � I AND INST L NCDOT TYPE 2A -L3 "' � + � P ^' ' + Q ' � ' �� , .' . ' `, �. � � CURB R� PER,�DETAIL 5/CD-4 �� - - � � Z ' F� �� P� �� "�� _ _ - -P :_ O i ` \ � � s � �1 � . ' � , � , ` � Oc�. � � ` � �- " � REMOVE EXIST _ F - � � , � ' � 5/GN _ _ E F - _ � C Vl + �� ,i � ' , , : . . . � \ A ,/� � , , � . ` • � I ,-- - - PE F E _ --" � t�l � � _ . , � �� ` . - . . . �. � + \\ ��, � � � � .' .' / . � � `. . I ' _ _ -pE YR _ � _ , - , ' . . - - _ _ _ _ _ � ��i �� - rviF E 500% - � \ � - � � �' � -� �� E CITY OF MONROE 2 YR (/� � � � � � i � �, � � ;�,��` � _ DB410, PG 231 � � � , � IO�� _ � � � �� . � � . �-( F - � E RETAI PARCEL ID 09229022 _ rn _ - - - - _ _ .� '--�- �., � - - SYSTE� ,� � � -' _ -- ,�, _ . . � � \ �c, . -' , -' ��;. � - � � � � � , _ � . _ � � _ _ _ - - -- - � -L3- PRC Sto. 74+78.28 _ _ - - -� � � � i � .' � �,' o� �.� / � � � ?�� - �� INSTALrR�TALQII� yVALL Ry�l FL�OO�NAY � � ,�,� ' - � �A� � , � , ' � PER SHEET S-l0/ - - _ _ _ - � � � �Q��P ' X SQso � � .' ��N � � � - ;B �;, � � �'r2� � � �s2.6�� \�. � I1��TALL PEDESTRl,4/� HANDRAIL � - _ � � _ ,_ - - � _ �z1-��r�� F/ sr � ! OF WATER � _ - - ,.._ / ^,I� I..INK FENCE ��'', � �S �`,' � \�. ,�\ \ ' . �'�T_ FROM EDGE OF PATH � _ - - , -.. ; 3ED WIRE � � � � ��G�F. ' �� ,_ _ - 1 S, � � BLE \ � PER D K .�/�-/8'SL _ _ ��,' , - � � � � , -' ,� i�' ' � �� , � � \�'�, � ��3� srA 70 . o Ti+59.�3 rRrr � ,.. �- � � � oN� , , , _ � , . � ' : ,- ` ,;: _ � � r. E . . F -- - � - ,, . ' i � �/ � ' , � - '��'�� '��` , A� � TI �, , _ _ - _E��F ,� \ i � � _ BEG/ CO STRU�T�O - - - _ _ _ _ � , __ . ATER ,,� I � '� � / - - - _-L3- POT Sta T0+99. l ' --_ `''�-_-___ ____��;Tf= � -'�� __-_ . __-___--''�W ,, � I � \ � - _ _ _ _ ' -___-_�,- R_�L,CE_.- _____--'"_ _ ` � ' / '� � � � \ Z Z � � � � - - -� IN CREEK _ _ _ - � " � � ,�t, __--- --'� �� S' �- _ � , BE SK_____-- �� = _ - - �� . � / \ ��c1 \-� �� __ / �, � � F -'_-----------'� �'�=d`='- _-- �RA� '- _ �, i � � � �-yi� � � �`Q � �� - I _ �Opp�,l'AY ,�, , _ � � _ _ _ _ � �_ � ��, � - . _ �. � � 'Qa � � � , � ^ _ - , �`1�S�n � � � \ �' `- �' \ _ � � , - ' � `" �, -Y5 - POT Sta l0�00.00 � � � - - - - - _ _ _ _ Fcoo�Ar � � `� � I J - - - - - - i ��, � � '� � � � 1p _ _ _ � JAMES L BENTON. JR. � � � �� , ' / u�,i��iiivv ' � , Q � DB 150$ PG 156 r1'� �� °� '� � �� Q,`� / � �� ' `�=� � , � PARCEL I� 09229026 � �� IV(4")=566.23' 8"DIP � � � �� a� �� NIF ��.0�/�/ �\ � `\UT=556.53' 4"DIP � � � / A GOULSTON TECHNOLOGIES. INC. � � ,l ASPHALT � II � O DB 971, PG 52 / � \ f � � � N/F PARCEL ID 09270035 70 , \ \ / , � _ \ � � . ` - � CITY OF MONROE ,, � \ \ � � �, O� � I PARCEL11� 09229020 � � O � , l � � o� � � \ GARY S KES & '�� ; � � • MILDRED SIKES � " � DB 734, PG 113 -L3- PARCEL ID 09229023 ,/ -, � \�` � Pl Sto T4+48.88 P/ Sto T4+96J7 Q„ - � ` ��_ 0= 2T 45' 45.9" IRTI �= 27' 05' 45.9" fLT� s� � ��, -.� D = 57'l7'44.8" D = 57'l7'44.8" � � � L = 47.29' L = 47.29' '� � � T = 24J0' T = 24✓0' �, `,��°': � � �--� R = 100.00' R = 100.00' � � \ � � � 605 _� � � � � � � � � _ � � _ � � � � � � _ � � � �- 605 o ELEV AT IONS SHQI�IN FOR INFOMRAT lON ONLY � � � I � 600 MULTI-USE PATH T0 TlE T0 EXIST BACK OF CURB -�� 600 ; 0 � _� , _, �- .,-- - � � � i , - .� 5 5 , . _ � Pi = T4+oo.00 5 5 Pl = 73+28.26 EL = 572.06' Pl = T4+7700 0 5 9 0 Pl = 72 +00.00 I EL = 5T1.52' _ ; 5 9 0 � EL = 569.52' -- �--� Pl = T3+00.00 Pl = 73+78.26 �� _- 5 p%9� _ � - � K = �p , _ 585 � 5 8 5 P l = 7/ + 5 0. 0 0 i EL = 57/.05' L- 5 2 J 0 ,I o E L = 5 6 8. 7 9' i p/ = 72+50.00 Pl = 73+50.00 i PROPOSED � 580 Pl = 7/+1Q.57 - EL = 570.26' ----- E� = 5T1.7T' -�, -- � GRADE 5 � EL = 568.29' �-� -� - __ _ . _ � 575 - - _� 575 � �� _ • . � +J1.1533'/. � -�D.182T'/, l -J0�95/% 5 7 0 • •�+ J1.4527/ l+�1.4864/ l+I1.5800'/. + � __ � �5,22� j � r+�o.�000i r+��.2Tr8i __ 5 7 0 � ( +)1.6631 /. l +�1.1681 / �, - _� _ � � 565 . . _ . ___, _ . , , _ . _ : 565 m � _� �� _ � ExisriNG � 5 6 0 I� _ �' _ GROU D __I � 5 6 0 o , � � � � � � _� N _ ow _ _�_____ � 555 '�� Exisr �6„ HOPE _ 555 o i ST A 80 38.73 , ° 5 5 0 -__ _ ELEV = 550.94 5 5 0 � � __ _ ; � I BEGIN GRADE _� _ � � il - - ST A 7/ +0/.49 �, -/ - _i L3 , _ _ _. _ ,- �_ _ _ _ . � . ,-�- - _ _.__ _ . _: ,-.- - �_ _ � _ . L� -. . , -�.--._ _ _ _ _ _ __ . _ _ _ _ . . . � _ . _._ __�_ _ �_ . _._ . � __ _ _ _ . . . �.___: ._ ELEV 568.26 � � 71 72 73 74 75 Pr�EPAREo iN rHE oFFicE oFo ��.``�H CARO� �ii, "' "' HORIZ PRo�ECTo ■ .�` o�` ••�.. .. iti•,, > o 0 4 0 �• -'o ��"'�(�v' •, 9 �• MULTI-USE PATH AND ='��a��: : BEARSKIN CREEK GREENWAY . ; � SEAL � � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: � 6 1 47B1,7D C498. : � �� ;. �U�1d436� - N This document, together with the concepts and designs presented herein, as an instrument ot service, is �R/�� /�� /�� ,� : • : VERT � � \ lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper ��,c��'�N(', �NE��.��,�� 2 0 9 �1' reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � � ♦.�' �' . ,.•' �♦ N shallbe without liability to Kimley-Hoi�n and Associate-4lnco �'�Oo BU�' �3U�8 - RA�EII�Hg NORTH CARO�INA 27�036-3068 �i��PFy'""'� 0��` �o� NUM�ER: ;,HEET Nu��EER: � c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� ��v,�� ;��/zol6 o I I85 1007 C-5 DocuSign Envelope ID: AB421229-7A55-4396-898E-71 E4919C6430 /�� , �' � � /`� / \ PT StO. 85 +3/.80 UNLESS ALL SIGNATU ES COMPLETED MATCH LINE (SEE THIS SHEET I h� -�O� �� Q'' � '�� .�� '�`� � r: rR irHi PR� QP TIE EXIST 15e CP TO N�F �, / � q �/ - - E I� NO E ALL EES y� N OSED � R y�/ L3- ' C St . 54+7 '� 1�� '� ` I EASEMENT ARE TO BE REMOVED PROP JB y�/ MH COVER H. CARROLL MCCRAY & / .� � L} '� TOP - 571.0� ANNE H. MCCRAY Fj� / ,' 3� 9 29J' L3 P F F UNLESS NOTED OR DIRECTED BY THE �/ �NV �N = 567.8� DB 832, PG 306 / � � � i _-�� CITY TO BE RETAINED. CONTRACTOR "' � �NV OUT = 564.4� PARCEL ID 09229090 � / ,' ,� � �" ~ - � SHALL COORDINATE TREE RETAIIyAGE � �� REPLACE 30 LF 2'-6" C&G A/�D REPAIR PER�,4/�IENT EASEMENT (TYP1� .� / S,�` ,' � pE ' " � WITH CITY PRIOR TO CLEARING A/�D CITY OF MONROE ASPHALT AS NEEDED AFTER REMOVAL - ,' � �' � -� --- C� GRUBBING. DB 397, PG 381 � OF GRA►/EL COIySTRUCTION ENTR,4/�CE ,� � ' �� F �� F PARCEL ID 09229020A �/ (SEE EROSION CONTROL PL/WS1 -L�- PT StO. 82+5T.66 / �� G�� ,' ��" �� E y �� 8 6' 3 8' 5 8. 6" E RE E D RESET 62.5 LF �� "� ,�`� G; ��' ��, �� E 5 9° l 2' 3 9. 8" E W O x�� -L3- PC Sto. 7G+33.9T OFM�IS � UARDRAIL � � � ,�� ,P�� ,�� % . ' -L3- PC Sto.85+94A9 � �� 2' FRO�U BACK OF EXISTi " � ,' G� � � ! � F �\ REiWOVE 50 LF OF SIDEWALK �' �� i- �✓ Q`�j E END l0'-y�IDE CONC �ULTI-USE PATH 0 R► Q� GUARDRAIL Al yD i� i ,� � � / BEGII y l0 -W lDE ASPH �WULT l-USE PAT H � Q�� i '� � V '°F � � / INST ALL GRAU 350 � � � � � ' � � i �� / � y�IT H 2' GRA►/EL SHOULDERS �p � � ,� � �' / � - ' � � i , / / -L3- STA 84+4/.98 , �b Q \ � � �- '� U, �� , ` s� �� / / �� / / /� ,, �� Q �� p �`�� \ �� R OVE EX T �6 �� , � � � � F' � � � X�� Q � � � � Q�� ARDRAI � � i �,��t � / �� ` \ � � � , jNOVE Isr ,' � �� / � � �' STAGIN , ' ��'PHALT ' � F / P � I rn , _ � � � AREA � � �� END l0' -W lDE ASPH I _ _ J �` 52 15' RCP-� � � >g �ULTI USE PATH ' � ,' ' �;`� / �� L� PT Sto. �f'4/.98 /�� V IN� IN = 564.4' , � � L B GlN l0'-y�IDE COIyC � • , W . �NV OUT = 563.9 � � � �LTI-USE PATH WITM" /.( `� • / �� ' ? � ,��`/ � , CITY OF MONROE \ �'r' � \ � � � \ 2' GRA�EL SHOULDEf�S � � � . <c./ ° � �� -L,3- e/ $tp. 8,3f48.QF'j � �S '� L3- STA 77+/g,g � � � � INSTALL y�000EN OLLARDS B� DB 406, PG 805 � C � ��O �+ p p p � • Q � ��T _ q� . CEL ID 09229021 A m� g �O �� - ' PRIi Sf0 U�+ U U � �� h �FFSET 7J�' � FR�� ZU� �� 3� � �''JERE� V ; � � �F`s'�i �� I � ��y �� g'i CENTERLINE - . ,q FiQ I\ '. '��E F� ��. OO � �' �� / C A S I RI �tAF ,'�� LL' PER DETAIL 3/CD-3 �'�R� "�" Q �I �I � / T`�G� � �� -L3- P t T7f� / / PROTECTI�'T� ' , �' FILL EXIST DITCH �40 � / 8 �j` � • . , ` / CLASS B RIP RAP � \ \ - � .$t0. . � � J0 � SEE DET 2 �� '', �ST 5 TONS I O � � � � �'=�554.43 � � ` " �' '�� , � � / EST 9� �SY� FD � � TIE EXIST 24' RCP TO � � #- r� � � �l TT-/, - - - - - -�, S ZT 4�E � ��' ��,,, m � �� / �' � ��' PROP_JB �/, MH COVER ,/ uNioN ourvrY � �� •T � �/ '�� i i �„ � S�Jtf.S � DB 413, PG 593 � � � � IN�/ �i� (I�j ) _ �j�j2.l � � PARCEL ID 09229020B '� E D BR/DGE �'e �„' �� Nv �N c24"> = 551.3� f' \\ \ � ' � '� � -L3- $t0. 77f95.0� ` � 'r� , SEE /yOTE 2 � �� - - � �NV OUT = 551.3 � - 2 STORY \\ ��p � / 14 - 15° C P � R�,��_oiN i . �� < �y� , , � �;� , - - � � M RETAI �EXIST _ � \ \ \ � ` - � , �. -L3- PRC Sto. 8'��8. 7 � � � / � LBOV�59.3' , SYST �1 ; iorv \ _ _ TB _ I �T = 55 . � � TlE PROf'�l0' y�IDE �� i - o� � B' RIP FtAP � D ETAI L 1 �/ PATH l6" ABC7' � F% T UTL� TO OTECTION � TIE P Xl ' P, fi0 -� �� \�,\'� �� i TD EXIST GRAVE'L ,�TH F N , PRO �JB�y� /�t-V COVER STANDARD V DITCH � ,S�'" -L3- STA 77+96✓6 RT� � EST 6 �C.E _ _ _ _ � , , TOP = 56q.3 � ( Not to Scale) � � � �------- � _ � �►� � �N� IN - 560.5 -L3- PC Sto. %8f�46 5' R 2 �NV OUT = 559.3' ' . , � � -L3- PRC Sto. 84+ .�� - � � g �� O � �� R m� STA�DARD 'V' DITCH � �- -L3- PCC Sto. 8/+2T.G9 Natural Natural tv/F El�ID l0'�ll,(ZE CO/�C � L 0' S= 0.67% F� / 5' R l Ground ?.� ,L:� Ground �I ,' CITY OF MONROE �U�TI-USE P�tl F SET DE CYILDp �/ � /NSTALL RETAINING y�ALL RW2 � DB 5517, PG 667 B�F�ilN l�•_�A�IQE AS% \ Q�(r � Q FICI � PER SHEET S-102 !� � PARCEL ID 09229020 II � O " MULTI-USE PATH �lITH � Q 4 � � \o A/�D 2'COI�C SHOULDER Min. D= 1.0 Ft. � 2' GRA�EL SHOULDERS A` �� SEE � � -� -L3- STA 80+70.32 TO 8/+94A5 ' -L3- -L3- STA 78+69.06 �'� a NOTE l� � STA. 79 + 12 -L3- LT �Q � � i 5' R . TlE TO EXIST ASPH PATH t1.5" S9.5A.6" ABCJ �� ' l Sto 76+88.87 Pl Sto 80+4/.40 Pl Sto 80+24.09 Pl Sto 80+66.93 Pl Sto 8/+08.23 � r`E -�y -L3- STA 80t33.48 \ = 65' 43' 07.0" l RT 1 �_ l42' 4/' 12.2" lLT l �_ l5' 29' 03.9" f LT J �= 3r 40� 54.5" lRT J �_ li lT' 08.3" �L � -L3- P Sto. 8Q +03.69 D ETAI L 2 � D = 6% 2 4' 2 4. Jp D= � r 3 �� l l. �" D= 3 8° l l� 4 9. 9" D= 7 r 3 T l l. �" �_��' 2 5. 2" _ �,/ F E N D l 0'- W I D E A y RIP RAP AT EMBANKMENT � L = 9 7. 5 0' L= 1 9 9. 2 3 L= 4 0 5 4 L= 4 4. 2 4 L= 3 9. 2 2' F A° F �-�-- / MULTI-USE PATH � ;� c No+ to s�p�e� � � � RET AlN T REE -� � BEGIN l0' -y{�IDE C C �, �T = 54.90' T= 236.94 T= 20.39' T= 22.70' T=/9.76 MULT/-USE PAlH XrH �= 85.�� R= 8�.�� R= 15�.�� R= 8a.�� R= 130.��' ��'II�° RC556.3' TlE TD EXIST GRA►/EL PATH 1.0'min. �� 2' GRA►/EL SHQULDE S �NV OUT = 556.2' -L3- STA 80+OOJ4 RT -L3- STA 80+03.6 � EXIST l��%ES: .l�l Sto 82+23.79 Pl Sto 8/+58.42 Pl Sto 83+95.58 Pl Sto 85+05.6/ Pl Sto 86+23.15 GROUND l, WRAP FILL SLOPE AROUND BASE 1� = 26� 20� 50r" (RT 1 p= �T 28� 25.5" (LT J p= 2r 3�� 28.8" !RT I p= 20� �3� �0.% l RT 1 p= i3" i5� 37.3� «T� F R E T A I n� E x � s T� 5 ET � GFDTEXTI LE oF MANHo�E �6? 38° ll; 49.9" D= 28° 38' 52.4' D= 22' 55' �5.9' D= 38° ll, 49.9" D= 22° 55' 05.9" 8,E►�� y E E XIS T s Y s T E � s E E 2. INST ALL PEDEST RIAN HANDRAIL PER � L'�� 68.98 L_ 60.99' L_ 93.92 L= 52.93 L= 57.86 AT�H LINE Type of Liner= CLASS ��' Rip-Rap DETAIL 4/CD-4 AND 2' CONC SHOULDER �, T 3 5. 1/' T 3 0. 7 4' T 4 7. 5 2' T 2 6. 7 5' T 2 9. 0 6' - L 3 - S T A. 8 0 + 5 0. 0 0 T O 8/ + 9 4. 0 5 l L T l � f� �' lJ��.QQ' f� = 2��.��' f� = 2'Jr�.�� f� _ lJr' 0�� f� = 250.�� F ROM STA. 80 + 50.00 TO STA. 81 + 94.05 i r � Q� � � � _ � � _ � � � � � � � � � � �_ , 5 g � BEGIN BRIDGE 5 8 O o-L3- STA77+45.�0 ' ,� �,�� „� �� _�� , ��i �� ,�,� ��, ��, o Pl = 76+90.00 0 575 EL = 560.78' ELEV = 560.23' -�.-- .,. .� - � � �I I , VC = 80' _ , - _ _ Pl = 82+00.00 _ , �� Pl = 85 +55.00 575 Pl = 78 f30.00 Pl - 8/+Q0.4� � K= l9 -� , _ . Pl = 79+08.92 EL = 553.76' -'i = EL = 557.26' � i _ EL = 556.28' � 5 7 0 � i EL _ 559.38 EL = 559.77' Pl = 80 f00.00 �C = ll0' VC = 50' P� - 82 +86.00 i �C = 50' � -------__ i VC-40' - _ EL= 554J3' � - 570 �,, �-�5 -� i- i K= 27 _� �_ VC __ ll0' �C _ 5� .59' K= l3 _� K- 7 � C_ 80, i[ K- l9 _� � � 5 6 5 �2�� i_ K 6� _ K= i4 _�_ ' PROPOSED � � K= l8 5 6 5 � GRADE : __ � ' y � � � __.- o PR�P l5" RCP -V � ! -1/.0000% _ _-- . � . _ _-- -- _ . , . _ _� � 5 6 O ST A 75 +80.38 �. l+JO 5000% __ . �� 5 6 0 �i- ELEV = 564.88' i � � � - - _ _ _f -1/ 0-6/, _ �-'+y�„8309y � ! p0% ° + z�j � - . - - ` __ � r � ..' � ' � "r)�•✓O (-J . iTlO.U000/. � �)J-✓000/ _ � 555 -___- __ _ , � - .0 � , ,,� -,__ 3.s4i9i --- ---- - 555 � �` " - --- PROP l5" RCP-V _ _ _�_� � �- -- - � - - .- - - - - - - _ _ __ L , � + � � EXISTING � STA 79 07.38 , � M � �� , 550 _ _ � � _ 550 � ELEV 556.25 � , GROUND ��, . �- ExIST 48° HDPE ! ExIST 24° RCP `' S45 '� sra 8of38.�� '� � ELEV = 550.94' i E EV8/-�85 0%T0, 545 � PEDEST RIAN BRIDGE � � 540 WEATHEREo sTEE� ._ PIPE HYDRAULIC DAT A _-_ . ._ 540 , m l@ 50 i 28 LF - l5° RCP-V CROSS PIPE - � 5 3 5 75° SKEW -_I�- DESIGN DISCHARGE = 5038 CFS - 5 3 5 o DESIGN FREQUENCY = l0 YRS - END BRIDGE = 557084 FT _ � 5 3 � DESIGN HVy ELEV AT lON 5 3 O , -L3- STA 77+95.00 g q S E D I S C H A R G E = 50 9 3 C F S � 52 5 ELEV = 559.73' -_._� BASE FREQUENCY = 25 YRS - 52 5 � BASE HVy ELEV AT lON = 557e98 FT _ � 52 O OVERT�PPING DISCHARGE = N/A CFS I 52 O _ _ _-___ - - _ /A 0 ERTOPPI FREQUE CY N YRS V G � J N N Q - � / . . . -- . . -. -- . . . . .--. -- . - . - - .-- - . -, � - . ,- . - . - . --,- - .- . -, , , L� _ . . -. - . . -•-----,- - �. . -.- . - -. -.- . . . . ,----. .- - � OVERTOPPING ELEVATION - N�A FT - - _- __ . _ __- _ . _ � 75 76 77 78 79 80 81 82 83 84 85 86 Pr�EPAREo iN rHE oFFicE oFo �.``��H�CARO ��ii HORIZ PRo�ECTo .• ��,.......,��•, � '��,�� u��k�b��9��" � � 4 BEARSKIN CREEK GREENWAY MULTI - USE PATH AND ' �'��'��b�•: = . . <O REve Noee REvisioNe �aTEe �RAwN BY: cHECKE� BY: � EAL . � _ 6, 47Ba7DOC498 � _ E B- 5 01 1 � � ;, 111�44.36 � N This document, together with the concepts and designs presented herein, as an instrument ot service, is �R/�� /�� /�� ,� : • : VERT � � \ lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper ��,c��'�N(', �NE��.��,�� 2 0 9 �1' reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � � ♦.�' �' . ,•' �♦ N shallbe without liability to Kimley-Hoi�n and Associate-4lnco �'�Oo BU�' �3U�8 - RA�EII�Hg NORTH CARO�INA 27�036-3068 �i��PFy'""''�p0��` �o� NUM�ER: ;,HEET Nu��EER: � c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� ��v,�� ;��(�/zo�6 o I I85 1007 C-6 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD . DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED l5 +99.59 � � _ , UNABL; -Y6- PC S1o. � � � � _ _ BOLTED i;LOS�u �9 F��Ar � � ��/ EASEMENT AREST 0/ BENREMOVED D � 18 --' -- � J� JJ� UJ Q�� ' r- UNLESS NOTED OR DIRECTED BY THE � ` \ ' INSTALL PEDESTRIAIy HANDRAIL l.5' �NOi�I - - _ _ _ � ,�� CITY TO BE RETAINE�. CONTRACTOR i� �' EDGE OF PATH PER DETAIL 4/CD-4 ---_ � ��c �i o �- SHALL COORDINATE TREE RETAIIyAGE CJ ___ -_��A 87+75.00 TO 88+75.U0 fLT) -- --____ � wITH CITY PRIOR TO CLEARIN� A/�D INSTALL �UULTI-U$E - � �, ,�� GRUBBING. � -L3- � � . 86+5/.95 - ' �� _ _ _ _ _ PATH CURB RAMP - - _ _ �oo'� � $ � ' - - I� _ _ PER DETAIL l/CD-3 - , �1 / (� PER�AI�IENT EASE�WENT (TYPI � TB - - _ _ 5:lTAPER � � � / ` � ' � - , l - - - BEA'QSK/N C,qEE _ ' - _Tg _ _ _ � � � � � i '� . � 'Tg _FLDODy�AY K '---J�--------I�--------rB_ \ `� �V - - � _, � � � 1'B' - _ _ _ _ _ IIySTALL BOLLARDS � - - - ` � � E E E 7`B- - - - - - �ER DETAIL_3/CD-3_ _ _ _ -" � � Q F -L3- F - - - � -�rs ---- T _ � � �P o P $ - --- � � _ _ - _ � _ _ _ � C _ P� ' � TlE TO EXIST 5/DEy�ALK �� ` � - � - � � r P,�' - - - - - - -PE � - FL00 AY - = Yfz �TA 14+2255 `:,� �. , ` � � G'� � LA�/DSCAPED �D(EW � C PE - C - - - - FPE - - _' - - E � � � F fBY OTHERS) \ � ` � p `` � \ S T5 46 .4 E � ,� 45' 57' 02.6" E � F �� ' - - � � � � 'h 7 - - \ �' `. � - � _ � �� ► 0 L3 PC Sto. 88+45.0/ .��, , _ _ , \ � - � ` - _ �� CITY OF MONROE ^ \ � (�,O �� ` � DB 5018; PG 634 � J � � PCF,PG53 -/ v PARCEL ID 09229097 �/_�� lI�ST -L�%ECTABL� �ARNING DOMES CITY OF MONROE � � / / /• ,t � �� -L3- P/ SfO. U9'�Z�.G9 / ��i ,.:: ,,.... f� 1�1t��% ST� �f�/��ll�l�'i 848.Q�J PARCEL�D 9229014 � � �' � �s � ' " 4.5" R ' � � E D PRO T EB-50/l � ` Q ��`� � E TO EXIST �.� - 1 PC Sto. 90 +22.84 � E D CO ST CT /0 � � � � � �SIDE�ALK �.6 � 1 , " CLASS 'B' RIP RAP ♦ �� -Y6- STA 13+97J4 � l�� P 37' CURVE OUTLET P i ROTECTIO - L�- S T A 9 2 f 8. � � \ ' " E WIDENING EST 3 TON END l0'-y�IDE ASPH til Tl-USE � '� \ y �B � ( 4.5' R � - E E S T 6 S Y�; D PAT H y�ITH 2' GRA►/EL HOULDERS � ,\ � . _ \ � .�9, � � � - .�6' O`` � \ OeO - F L3- E- � F`r ' ♦ , - . � x F \ .%\`� S \- , - - J ,;� � P, �Gj�A eE - <c, ` � � � 2� � S�k \� �A _ _ PE _ � � �� '` � � � � V � ��'� V� i � p � . ;�,i7.95' � / k\ • / , -.. . �� o \ MEMOi�.;: \ � ' / � \ � � �, � F oti 50' STONE \ / / � i � � E / � � � � ' � � � �-� / i / / -� O � ` � '� O � �, ' / / / F � . �O � � � � , N N/F \ / < � \ 5 p/� ` . DB�4 3CPG 593 :�� S � fj��-��J� -��- rl. SfO. 9/+y0.62 � � \ PARCEL ID 09229020B e� � `�� RN � iN = 5r i6' 5/.9" E � -L3- PT Sto. 93+36.00 � so� � � �� g\� � 59.0UT = ` % o. i' o �� j � . / ..� �� ` � 1` 5 7•°" -L3- PT Sto. 9/+52.85 `� � � � � � , � � �=566.22' � � � 'n � \ -Y6 - POT Sto. l0 +00.00 / PSPN �'"=T=558., Z� 'l -L3- PRC Sta 90+72.54 gO �;o ��b� '� O / / / / 1 N/F � \ �� \ _ CITY OF MONROE � \ � . �' � �� , / ��y / \��` � � _�C _ PARCEL D �092290115B � _��_ � �� 30� TlE TO EXIST ASPH PAT � � � 1 ZR �< -L3- STA 90+3T.73 RT � P/ Sto /7+84.90 P/ Sto 86+23.15 P/ Sto 88+86.82 P/ Sto 90+52.92 P/ Sto 9/+13.54 P/ Sto 92+6/.46 , / � a,e ��, N'� p= l5' 34' 28.1" lLT I 0= l3" l5' 37.�' �LT I p= 58' l6' l3.1" �RT I p= 8/° 20' 44.4" fLT I p= 28' 24' 20.T' �RT I p= 58° 33' 28.3" l R7� �� °� CITY OF MONROE / �/ ��F, ._� ° P� F' P� 53 2 INSTALL BOLLAROS � D=� l3' 42.5' �= 22" 55' 05.9" D= 76° 23' 39.7" D= l63" 42' 08.0" D= 35° 22' 04.0" D= 35° 22' Q4.0" - �. 8,� �,�s� ,�sA � � ( PARCEL ID 09229015A PER DETAIL 3/CD- L= �G8.32' L= 57.86' L= 76.28' L= 49.69' L= 80.32' L= 165.57' � � / , �� °S8„ �� ti-�� \"�;- INSTALL PEDESTRIAN HA/�DRAIL l.5' FROM T= l 5 p� T= 29.06� T= 4/.$� T=,3�.�$� T= 4/.�a T= 90.83� �, � . �� - � �� '� ` ED�E OF PATH PER DETAIL 4/CD-4 8 '3 , R = 250.00' R = 75A0' R = 35.U0' R = 162A0' R = 162.00' � -L3- STA 90+42.63 TO 90+75.00 lRT1 R= 1,355.�� i r � � 590 -� � � � � � � � � � � _ � � _ � � � � � � � ��- 590 � Q . .... 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 ' 0 585 I� END GRADE -- � BEGII�I GRADE END GRADE 585 � -L3- STA 89+55.6� -L3- STA 90f09.5T -L3- STA 92+08.00 , 0 580 _ ELEV = 566.19' : ELEV = 566a40' i ELEV = 556.96' � 580 _ : � Pl= 88+I6.00 � � �. _� i- _��_ _�__ �� _ . . , , ` 0 5 7 5 E� = 559.sT� N-� � � , - 5 7 5 � Pl = 86+18.00 KC =- l8 � __�� Pl = 89+49.60 � Pl = 90+15.57 Pl = 9l f33.00 � ; 5 7 0 EL = 558.48' EL = 566.3/' � EL = 566.52' EL = 556.75' S 7 0 VC = 50' PROPOSED �� _ ,� Q' o K = /7 _ GRADE � -12.0000% l +12A000% � 565 __-_ __ ------- _ +��703y ^ _ , _ - - - ` �` J8 - _ _ 565 � + c � � ` ,,3235� �_�__ - � 5 6 0 0o i r+�o.s000x _ _� �I � � _ 5 6 0 � � +)3•5� - _� � ! � � _ a) - - - � `' S 5 5 � - -__ �_ � s A 90 f4R� -�� : � �' t +�o. ' _ I' � ELEV = 558.6' i 3ooai - 555 � �'� i � 550 PIPE HYDRAULIC DATA _ �. _ : _ _ . _ 550 m 60 LF - l5" RCP -lll CROSS PIPE EXIST lNG - � 54rj DESIGN DISCHARGE _ 1e55 CFS GROUND - 545 o DESIGN FREQUENCY = l0 YRS __ � 54 � DES7GN HVy ELEV AT lON = 560e1/ FT 54 � � BASE DISCHARGE _ ��7� CFS � 5 3 5 BASE FREQUENCY = 25 YRS 5 3 5 o BASE HVy ELEVATION = 560e15 FT � ; � 5 3 O OV ERT OPPING DISCHARGE = N�A CFS i_ _ 5 3 O Q OVERTOPPING FREQUENCY = N�A YRS �; �� - - _� ______ _ ______._ ____._ � _ _ _._ _. �"- _ �_ : _ . _� _. _ _ . . . _�,__ . ._ _ OVERTOPPING ELEVATION = N�A .-- �_ - _ ._ . _. . - -.-- - � - - - � __ _ _ . -.---�_ _ �_ . _._ . . - __ _ _ _ . . � . � FT � 86 87 88 89 90 91 92 93 94 Pr�EPAREo iN rHE oFFicE oFo ��`��ARO� ��i, HORIZ PRo�ECTo �. o� ,..... .,. i�.,� > o 0 4 0 � =�� "= BEARSKIN CREEK GREENWAY MULTI - USE PATH AND : ��9�E�6��: : CO REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: �� N� /� /� p /� i �+�74&`.1��7�DOC498.:. � This document, together with the concepts and designs presented herein, as an instrument ot service, is ��/`1� �l'1�� I-" �l'1�� :.��'• �.5/20/20 6� � VERT � � � � �',``�-o �''• �;G I NE`��:' ��c, .`�` � 0 9 \ lr�tended only for tP�e specffl� purpose and cllent for which lt was preparedo Reu�e ef and fmproper � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � � ♦�' '. ..'� �♦ N shallbe without liability to Kimley-Hoi�n and Associate-4lnco �'�Oo BU�' �3U�8 - RA�EII�Hg NORTH CARO�INA 27�036-3068 �i��PFy' p0��` �o� NUM�ER: ;,HEET Nu��EER: � c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� ��,�� v�` o I I85 1007 C-7 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD c � � � � � O O � � � O i � � �' � c 0 � � c 0 � � 0 � e a� a� L � � a� a� � v C � � L 0 a� m � � O O � � � O � O � � O O � I J Q � � LIST OF ROADWAY STANDARD DRAWINGS THE FOLLOWING ROADWAY STANDARDS AND ANY OTHER APPLICABLE STANDARDS WITHIN THE IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD NO. 200.02 225.02 300.01 840.54 840.72 846.01 848.01 848.02 848.05 848.06 852.10 862.01 862.02 866.01 876.01 876.02 876.04 1101.01 1101.02 1101.04 1101.11 1110.01 1110.02 1130.01 1135.01 1145.01 1150.01 1180.01 1606.01 1607.01 1631.01 1632.03 1633.01 1633.02 DESCRIPTION METHOD OF CLEARING - METHOD II GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL METHOD OF PIPE INSTALLATION MANHOLE FRAME AND COVER PIPE COLLAR CONCRETE CURB, GUTTER AND CURB & GUTTER CONCRETE SIDEWALK DRIVEWAY TURNOUT - RADIUS TYPE CURB RAMP CURB RAMP - EXISTING CURB & GUTTER MEDIAN CONSTRUCTION - WITH CURB & GUTTER GUARDRAIL PLACEMENT GUARDRAIL INSTALLATION CHAIN LINK FENCE - 4', 5', AND 6' HIGH FENCE RIP RAP IN CHANNELS GUIDE FOR RIP RAP AT PIPE OUTLETS DRAINAGE DITCHES WITH CLASS 'B' RIP RAP WORK ZONE ADVANCE WARNING SIGNS TEMPORARYLANECLOSURES TEMPORARY SHOULDER CLOSURES TRAFFIC CONTROL DESIGN TABLES STATIONARY WORK ZONE SIGNS PORTABLE WORK ZONE SIGNS DRUM CONES BARRICADES - TYPE III FLAGGING DEVICES SKINNY-DRUM SPECIAL SEDIMENT CONTROL FENCE GRAVEL CONSTRUCTION ENTRANCE MATTING INSTALLATION ROCK INLET SEDIMENT TRAP TYPE 'C' TEMPORARY ROCK SILT CHECK TYPE 'A' TEMPORARY ROCK SILT CHECK TYPE 'B' UTILITY NOTES CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE 1-800-632-4949) AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT LOCAL UTILiTIES THAT PROViDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL." THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY. ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET SO THAT TOPS/RIMS ARE FLUSH WITH FINISHED GRADE UNLESS OTHERWISE NOTED. LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON THESE PLANS ARE FROM CITY AND UTILITY COMPANY RECORDS ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY AND UNION COUNTY FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND SEWER UTILITIES. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR ORDERING MATERIALS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE ENCaUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COORDINATE GUY WIRE ADJUSTMENTS AND INSTALLATIONS WITH DUKE ENERGY PROGRESS. � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: 0 N This document, together with the concepts and designs presented herein, as an instrument ot service, is � mtended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper N reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � shall be without liability to Kimley-Horn and Associates, Inco l{� Copyrlght KPmley-Hc�rn and Assoclates, Ince, 2(� 15 GENERALNOTES 2012 SPECIFICATIONS STATEMENT OF CONSTRUCTION THE PROJECT GENERALLY CONSISTS OF THE CONSTRUCTION OF A 10' WIDE MULTI-USE PATH AND BRIDGE. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS, DATED 2012. GRADE LINE: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING: GLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SUPERELEVATION: THE MULTI-USE PATH IS TO BE SUPERELEVATED AS SHOWN ON THE PLAN SHEETS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. SIDE ROADS: THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. DRIVEWAYS: DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02 USING 3' RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. GUARDRAIL: THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE: CITY OF MONROE WATER RESOURCES DEPARTMENT DUKEENERGYPROGRESS ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. CURBRAMPS CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. CONSTRUCT ALL CURB RAMPS IN ACCORDANCE WITH NCDOT STD 848.05 AND 848.06 AND/OR DETAILS IN THE PLANS. CONTRACTOR TO ADAPT STANDARD DETAIL TO CONSTRUCT 8' MIN. DROP CURB AT INTERSECTION WITH TRANSITION TO 10' WIDTH OF MULTI-USE PATH. SAFETY: PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE. EROSION CONTROL: THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVICES MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES. TRAFFIC CONTROL: TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVICES AND OPERATIONS SHALL CONFORM TO NCDOT 2012 STANDARD DRAWINGS FOR TRAFFIC CONTROL. EXISTING SURVEYS: SURVEYS HAVE BEEN PROVIDED BY STEWART. TREE PRESERVATION: REFER TO CONTRACT SPECIAL PROVISIONS AND NOTES ON SHEET EC-1 FOR TREE PRESERVATION REQUIREMENTS. CONTRACTOR TO STAKE THE PATH ALIGNMENT AND PAVEMENT EDGES PRIOR TO TREE CLEARING TO PROVIDE CITY REPRESENTATIVES AN OPPORTUNITY TO REVIEW TREES TO BE CLEARED. CONTRACTOR AND CLEARING CONTRACTOR TO WALK THE STAKED ALIGNMENT WITH CITY REPRESENTATIVES PRIOR TO TREE CLEARING. PAVEMENT MARKINGS: ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD THERMOPLASTIC PAVEMENT MARKINGS. LOCALNOTES CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THE RELOCATION OF ALL DISC GOLF BASKETS AND SIGNS AND PARK TRASH CAN AND PICNIC TABLES. PREPARED IN THE OFFICE OFo ■ � PoOo BOX 33068 - RA�EIGHg NORTH CARO�INA 27036-�068 PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� LIST OF ROADWAY STANDARD DRAWINGS AND GENERAL NOTES ��H' CA R p� �i�� . ,.... .,, /,L��i �� ,jb >, 9 �. ' �`�G'SEALObI�� : : � � '� : _ :- � 1 7&1�7DOC498.:. � � � �'1�'4�t� � : '. 5/20/2016 ;' � ��.;-�',c' �c�;G I NE�'�'' �`��.`�` ,,,, � � �u i i►i oO,,,, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE NOTES ALL DIMENSIONS ARE IN RADII, EDGE OF PAVEMENT, TO CENTERLINE, CENTER TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED. PROVIDE CONSTRUCTION JOWTS IN CONCRETE WALKWAYS EVERY 10' MAXIMUM WHEN WALKS ARE 10' WIDE. MATCH WIDTH UNDER 10'. CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF 6" THICKNESS WITH NO. 4 BARS 12" O.C. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS. CONTRACTOR TO GRADE FILL SLOPES AROUND EXISTING MANHOLES TO AVOID PONDING. DEMOLITION NOTES ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS OTHERWISE NOTED ON THIS PLAN. ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO MULCH, AND STOCKPILED FOR FUTURE USE. TREE PROTECTION MEASURES SHALL BE PROVIDED DURING CONSTRUCTION PER APPLICABLE PERMITS AND THE BID DOCUMENTS. ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION LIMITS SHOWN. REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE. CITY SHALL APPROVE ALL SAWCUT LIMITS PRIOR TO REMOVAL TO ENSURE THAT CITY STANDARDS ARE MET. CONTRACTOR SHALL RESTORE THE LAY-DOWN AND STAGING AREA TO ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS. ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND DRAWINGS. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED. ALL TREES WITHIN THE CONSTRUCTION LIMITS, UNLESS NOTED OTHERWISE, ARE TO BE REMOVED AS PART OF CLEARING AND GRUBBING. SHEET NOTES EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD SURVEY PERFORMED BY STEWART AND THE BEST AVAILABLE RECORD DRAWINGS. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND APPROVED BY THE CITY OF GREENVILLE. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL REMAIN IN PLACE DURING CONSTRUCTION. TRAFFIC CONTROLS FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD. DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR RECORD KEEPING. THE CONTRACTOR SHALL, AT ALL T1MES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM OF 3 FEET FROM EDGE OF TRAIL OR AS DIRECTED BY THE ENGINEER. PROJECTo JOB NUMBER: BEARSKIN CREEK GREENWAY (EB-5011 ) 0 I 185 1007 SHEET NUML'ER: CD- I DocuSign Envelope ID: AB421229-7A55-4396-898E-71 E4919C6430 C O� � � � I � O O � � O i � � a� � � c 0 � � c 0 � � 0 � c a� a� L c� � a� a� � v c � � L 0 a� m � 0 0 � � 0 � 0 � � 0 0 � i J Q � � DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD C O� � � � � I O O � � � � O � � N � � C O � C O � O C a� � L � � N a� � v c � � L � W � 0 O � � � 0 � 0 � O � I J Q � � � N \ N � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TIE PROPOSED WHEELCHAIR RAMP TIE PROPOSED WHEELCHAIR RAMP TO EXISTING CURB AND GUTTER TO EXISTING CURB AND GUTTER TRANSITION TAPER FOR EXPANSION JOINT CURB AND RAMP CONCRETE � CURBIAND RAMPR FOR SIDEWALK 8.33% SCORED CONTRACTION JOINT SCORED CONTRACTION JOINT MAX EXPANSION JOINT 8 33% EXPANSION JOINT 6' CURB 6' CURB TRANSITION CONCRETE TRANSITION MAX 0o CONC. °o CONC. o� CURB �o CURB o' �ROP CURB �� RAMP MULTI-USE PATH �� 8' DROP CURB �� RAMP MULTI-USE PATH — 2% 8.33% MAX 6' CURB CONCRETE TRANSITION DECTECTABLE DOMES 8.33� � � � � MAX 6" X 12"CONCRETE DECTECTABLE DOMES CONCRETE HEADER CURB � �� 6" X 12"CONCRETE I� I I SIDEWALK EXPANSION JOINT HEADER CURB VARIES 6' SEE PLANS � CONCRETE MU�TI USE PATH CURB RAMP � CONCRETE MU�TI USE PATH CURB RAMP �PARA��E�� iRECTio�A�� NOTEse NOTEse IaCONSTRUCT THE WALKING SURFACE OF THE DETFCTABLE DOMES WITH SLIP RESISTANCE IeCONSTRUCT THE WALKING SURFACE OF THE DETECTABLE DOMES W/TH SLIP RESISTANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALKe AND A 70% CONTRASTING COLOR TO THE SIDEWALKe 2 ALL REQUIREMENTS OF NCDOT STD DRAWING 848.05 APPLYe 2, ALL REQUIREMENTS OF NCDOT STD DRAWING 848°05 APPLYe 3, CONCRETE MULTI-USE PATH CURB RAMPS WILL BE PAID FOR AT THE CONTRACT UNIT 3e COIVCRETE MULTI-USE PATH CURB RAMPS W/LL BE PAID FOR AT THE CONTRACT UNIT PRICE PER EACHo PRICE PER EACH: CONCRETF MULTI-USE PATH CURB RAMPS WITH DETECTABLE DOMES" "CONCRETE MULTI-USE PATH CURB RAMPS VVITH DETECTABLE DOMES" �BO��ARD DETAI�S U � I �, 5, � 5, �, � = yy00D H�NGED yy00D � l" LHAMFER c45° BOLLARD BOLLARD BOLLARD �� } TYPICA� BO�L�,RD P�ACEMENT AT ENTRANCE � 2"x4"REo RECTAN�u�R META� REFLFCTOR,2 PER BOLLARD WELDED CAP NO SCALE 0 � � �� iY, 6"X6"X5e5' PRESSURE BOLLARD lyOTES: I 2• �•2• �� TREATED WOOD BOLLARD l. BOLLARD POSTS AT IIyTERSECTIONS TO BE REFLECTORIZED. � � � �YELLOVV PINEJ 2. BOLLARD PLACEMEIyT OFFSET FROM �NTERSECTlOIyS lS A M�N�MUM I OF 5 FEET. � � 2"x4"xl/4" CHAIyIyEL I c� 3. BOLLARD A�/D S/GNS TO BE �NSTALLED BY THE CONTRACTOR. STEEL BOX PAlIyT � FlNISHED GRADE 4. REFER TO PLAlyS FOR LOCATIOA/S OF yy00D BOLLARDS. WOOD BOLLARDS ', Hl-Vl5/BlLITY YELLOy� I yylLL NOT BE REQUIRED WHERE MOTOR VEHICLE ACCESS lS PREVENTED � `� _ /� l" SLOPE BY PEDESTRl,4�/ RAIUHG OR FEIyCIIyG. I I �- m �� I" DlA STEEL ROD HlIyGE PlN I. � � o i I 3/' DlA STEEL ROD LOCKIly6 LUG I I II I I � I HOLE, DRILLED FOR PADLOCK HASP � � a � lIySTALL 2626 LOCK lH HASP � � � �95% COMPACTcO SUBGRADE 3/" STEEL BASE PLATE-DRILLED I � �� FOR ANCHOR BOLTS `�° �� ` ° � a � ° coNCRErE F�oTiNc TYPICAL BOLLARD � � 360o Psi MARKIN�S DET AlL — n 3/ " DlA AIyCHOR \ ;° ° BOLTS-D.12" � D � °� �° a 6" OF #5 WASHED STONF "�� " '� �� ' � g Cao ° �o � o0 0 �II o � coscRErE �Foori c � ° � � � � � „� �I I I I I I„ � � � ° �I II II eo��,�o � � , : o N N � � , � I ,,,,, II I �II III�IIIII 8» D Q , b I' /' � ,� � � � � o � � � WOOD BO�I�RD �, � � NorEs TH sHEET * H I N G E D B 0��P,R D �° cHRo ��TEo �c�oPPER ARSEn�iARE �RNET�REwENTioN PS-/ = CONTRACTOR MAY PROVIDE ALTERA/ATE BOLLARD OF Oa40 LBS/CaFaW00D SHALL BE DRIED DESIGIy AS APPROVED BY THE CITY. AFT �R TPEATMENTe PREPARED IN THE OFFICE OFo ��►I� ■ .`�,,��N'CqRp�O,�, PROJECTo . =� �� U��b��9,,'%, BEARSKIN CREEK GREENWAY � ��EAL � ' � � CONSTRUCTION DETAILS ' ' REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: � 1C 7B17DOC498.G. � � E B- 5 01 1) � � �i'1 d'4.i b � This document, together with the concepts and designs presented herein, as an instrument ot service, is ��'� 5/20/2016 ;' � lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper ��c�' �'.FG �'' �� reliance on this document without written authorization and adoption by Kimley-Horn and Associates, lnco � � �- �-_ ��i�.<' ��• �N�.�' ��'�� shallbe without liability to Kimley-Hoi�n and Associate-4lnco F'�Oo BU�' �3U�8 - RA�EIl�H9 NORTH CARO�INA ��6�C �U68 i��P�c '' �pO,�� o� NUM�ER: sHEET Nu��EER: c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� '��v �� v�` o I I85 1007 CD-3 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD c � � i 0 0 � � , 0 � � � � C O � C O � O C � � L � � N N � v c a, � � L 0 a� m � N \ N � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4 PEDE�TRIAN HANDRAI� � CURB RAMP� � "� �. � �. � � � � � � � � NON-WALK SURFACE /j J.�� .L �.L y.l� �.1� v� SIDEWALK AREA � �, � .� � .� � .� � �, � �, � �, . � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � w � � � � � � � � � � � � w � � � � � � � � � � � � � � � � � � � � � w �- �. . �. �, . � � � � \� � �, � _ � / � � �. .✓ �. �. � w � � � � � � � � � � � � � � � y 6" x l2" CONCRETE CURB o � y y � � y y \ o O � .1� �L Ji W J. �. o� \ � Ji �L Jr �L �L � \ Ji �L �L �L J� � DETECTABLE WARIYING � �o / � � � � � � SURFACE SEE DETAIL 848D05 \ � � W � � W � � � o / � � � � � � � '�'�� .� �, w w w w � j � � � � � � %' ' " LAIVDIIVG WIDTH \ � '��'�� l � � .� � � � �. � �, � �- W .� � � 5'MIN i '� �' �' '� '� '� � � / �, �- � .� .� �. � // O2 �. �. .� .� .� �, � / � � � � � � � ' B i � � � i �. �. �, �, �. A ' � ��i � � � � � � �� E� T Y P E � \ SIDEWALK WIDTH � S' MIN 2'-6" CURB A1VD GUTT�R � � � E� PAY LIMITS FOR CURB RAMP � 4, �„ \ � � E Q l� 8.33% (12:1) MAX RAMP SLOPE OCROSS SLOPE: 2.00% 3O CURB RAMPS REQUIRE A(4'-0") MINIMUM LANDI11iG � C O N C R ETE FO O I I I\I (_; WITH A MAXIMUM CROSS SLOPE AND LONGITUDIIVAL SLOPE 1� — 1.5 �� / FI N I S H E D G PAD E � OF 2.00% WHERE PEDESTRIA11tS PERFORM TUR11tING MA11tEUVERS. / � — 6�� x 12�� CONCRETE CURB SLOPE TO DRAi11i TO CURB. / 0 / � � � , . , . � DEPRESSED ___ ,Q� .Q� •• • . ' CONCRETE CURB • . • . • •0: . .v • • •� • .a.• ` . p%• • .v.• � _ :, a, 'a• . ° � � ' a � �� ' � a' ' � GRA�E� BASE • ' ' ' ' � Q • •d � e . LANDING WIDTH e J; . J; � —� J• � �� .• � �. d: . J; � s��rtrx '• • ' �. , . '. . — • a • • . , WIDTH OF LAlYDING " • v •• • ° e • • a •• • •� • I � • • • a • • DETECTABLE WARIYING �O O ° O 4� � OO�O O � � O � °� AT DEPRESSED CURB TO � SURFACE SEE DETAIL 848D05 o � Oo � � o I, �oO MATCH WIDTH OF DETECTABLE �� 3O � WARNIlYG SURFACE � � � � P�'�P�SE� C��C � / OR ASPHA�T SIDEWA�K � � � �O � /� 1 SIDEWALK WIDTH AS SHOWN ON P�ANS � � S'MIN \ � ��T�J. �� i 1. A�� CONCRETE TO BE 3500 P.S.I. COMPRESSI�E STRENGTH 2. TYPE OF PIPE TO BE USED IS 1-5�8" MAX, O.D. STEE� PIPE 3. INSTA�� NO C�OSER THAN 1'-6" FROM THE EDGE 0� THE TRAI� 4. A�� JOINTS TO HA�E A 1�2" FI��ET WE�D AT A�� JOINTS 4M1N 5. A�TER INSTA��ATION PAINT ASSEMB�Y WITH 1 COAT META� PRIMER AND 2 COATS BROWN A�� WEATHER ENAME� z��cunB axn ��TTEx OR AS DIRECTED BY THE CITY 6. A�� WE�DS TO BE GROUND SIvI00TH TO THE TOUCH 7. CONCRETE FOOTING TO BE 1' X 1' SQUARE 8. ON CONCRETE SECTIONS OF TRAI�, INSTA�� #4 BARS UP TO 1' X 1' SQUARE FOOTING TYPE 2A =1=�=F'��,RED BY: NCDOT CONTRACT STANDARDS AND DE�E�OPMENT UNIT Pr�EPA�E� iN rHE oFFicE oFo ��'�"CAR p��,�� F'�:��ECTo :. :' � � `��,s�� v •�q ��: .�� . : BEARSKIN CREEK GREENWAY � CONSTRUCTION DETAILS = s��'` _ REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: � � 6C �444�DpC498 . � � � � � � � � � � This document, together with the concepts and designs presented herein, as an instrument ot service, is �,��: �/20/2016 :� : lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper ��F �'•,. G �:' �� reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � � �— �-_ ��i�.<' �• �N�.�' ��'�� shallbe without liability to Kimley-Hoi�n and Associate-4lnco F'�Oo BU�' �3U�8 — RA�EIl�H9 NORTH CARO�INA ��6�C �U68 i��P�c '' �pO,�� o� NUM�ER: sHEET Nu��EER: c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� '��v �� v�` o I I85 1007 CD-4 DocuSign Envelope ID: AB421229-7A55-4396-898E-71 E4919C6430 ,,� �1 � ; ' �� /� �� ; � /�� '� ;� � —•�—•�—••—•�—• PROJECT DENUDED AREAS \\�� a � � o � � IMPERVIOUS AND PERVIOUS SURFACES IN - \ - � BEARSKIN CREEK GREENWAY -� � �� _ _�_ o DISTURBED AREAS � � ' � � C�\ � PROPOSED IMPERVIOUS SURFACE = 1.60 AC / � � o PROPOSED PERVIOUS SURFACE = 4.57 AC -/�� 1 � _ � a� � � � NARRAT lV E � Pro�ect Descriptfon � c � The Beorskin Creek GreenWoy is a port of o mu/tl -use path system for � bicyc/e ond pedestrlon use. /t is being constructed by the City of Monroe to connect o and access numerous recreational, cultural, and residentlal destinations in � Monroee Approxlmately 6,17 acres will be disturbed during the construction c � of this pro� ect. Also, opproximately 4e57 acres will be vegetotively stabilized with � gross ond permonent plantingse � Beorskin Creek Greenway i s located in Uni on Countyq Monroe, NC. T he pro� ect site beqi ns c; on /cemor/ee Street and fo//ows Bearskin Creek to Johnson Streete lhe mu/ti -use path c begins again at Intersection of Charlotte Avenue and leBe Shive Drive and then crosses � over Bearskin Creek ond under l.B. Shive Drive. The multi-use path then follows o Beorskin Creek to Skyway Drive, Where it crosses the street and ties into the existinq � multl -use path in Don Griffin Parka ' Site Description � 0 o The site is generally rolling and contofns o couple drainage woys that are bordered by � moderate slopes, Land use along the pro�ect is undeveloped as well as fully developed, o Drainage from the pro�ect site sheet flows or makes its woy through o series of o exlstinq dltches and storm drofn systems ond eventuolly flows into Beorskin Creek thus � no new droinoge potterns will be introducede Pre-constructlon runoff equals o Post-construction runoff for all existing system outlets that ore to be retained, The fill � slopes ond drainage ditches oround the pro�ect appeor to be stoble ond do not show � si qns of siqnif i cont erosi on soils. Q � Soils � The/ls1o,il types throuq/�hout the pro�ect limits are mostly sondy looms ��aV 9 I 1 aU9 LnAq 011U9 Vt LJ(.//e � NREVe No.: REVISIONe DATEe DRAWN BYe CHECKED BY: � This document, together with tr�e concepts and designs presented herein, as an instrument of serviceg is NIntended only for the specffic purpose and client for which it was preparedo Reuse of and fmproper � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco lf� shall be without liability to Kimley-Horn and Associates, Inco Copyrlght Kimley-Horn and Associates, Ince, 20 15 - -- ��'i� �I i �� tal Disturbed Area (shaded) = 6.17 acre� V `�� / 'v��\�/ -'��\�� //./ � � � I \ �, � PREPARED IN THE OFFICE OFo / � PoOo BOX 330b8 - RA�EIGHg NORTH CARO�INA 27�3b-30�8 PHONEo (9 I 9) 677-2000 FAXo (9 I 9) 677-2050 PE Noo F-o ioz �\ � � � �� 0.24 AC \ � � , \ �� \\\, 1 � , j \ �� '� 11 � � �� -- � \ ; � � ��- f�� ,� � � �� ; � . �i� c� � � , � C� \ � , � i�� 1.95 AC _ - \ ,,� � ,� � �- � � `� �� , __� � � ; � . � ,� � ,, � � � �'� ��-� ��; � ' D �� I ' ,' \ � - �, � � � _ / � � ' � � ' �' � �� =�— 1 ' —� � 0.55 AC � , i � � - i � --- , � . - � ,� , . _ , -_ , � _ � � G, ' _ � , � �; EC 3 � � �`�'��)11 � - _ � � � �->> _ _ - - -_-_- -- -- -_ _ , � , �% � � �' l - � � = �-- - _ �� -�- � �� __ - �� ,�� -- � � , � \ �� _- � �� _ __ _ ,_ , -- - � � �-� � � �� _ �'i �� .� �� , � �� i i � �� 1!�� DENUDED AREA MAP ,,��N��qRO�/��, PROJECTo ,�.` ��g�, yaOtry.: �,9�i,i : :�� 1.06��' % 0 0 � 0 0 . � . : ��.�� = 661'C 7' 1 DOC498..� � � 024436 � � �' � � i✓ . ; � ��'.;-�'�: F,y� I NE`��; ��,��. �� 0 �� o� NUMeER: ,,,, � ��i�i►►�'Z�/Zo16 DOCUMENT NOT CONSIDERED FINAI UNLESS ALL SIGNATURES COMPLETED � j, �_ � -� %,, ��'� � � o ��'Q -� � z � � _- �'/%. �' � BEARSKIN CREEK GREENWAY (EB-5011) SHEET NUMBER: � : •�. EC- IA � C' DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD U �� C � � I � i O 0 � � O � � a � � c 0 � � 0 � 0 c a � C� � a� � � � c � � i 0 a� m I � O 0 � � � 0 0 � � 0 � J � � < �O \ / N DOCUMENT NOT CONSIDERED FINAL �✓� \ N/F INSTALL EROSION CONTROL MATT�NG �- � UNLESS ALL SIGNATURES COMPLETED h��',6 , ciTv oF MorvROE -Ll- STA 14+75 TO 15+25 (LTJ - - , �� y / �, �� RETAIN TREE DB 658 PG 136 � SEE SHEET EC-5 � 0� � O� ,� � � ,.��,, PARCEL I� 09270037 — _ � � i 4j � � / � \j.� INSTALL TREE PROTECTION LI�WITS OF DISTURBA/�CE (TYPI / , � / -{ �, �� 'O� FEIyCE 3' FROtii CONSTRUCTION � �� , � ! , �� , C n $ � �� ` uMiTs �rrP.� - _ _ . e, � � �� , '�� , - �,�� , , z- pb' �. �,o�,� - - _ _ : . � , � �- G /, � � ` _ � / � �� , r- ,. _ _ _ � ��. � � � - - _ __ , . - . —_- 0��, � � lA � \ ' `' �� - -----� � �- -r - / / � �_ z � . . ` � . � - - _ - - - � \ � --- , - ��" � . � ` � � ' C� ` X _._� �-j � _ � 1�1 - G , . -- � � �.A�� __�_-- ______ � � �_ - _ -- _ - - _ /� �/ � _ i / �'� -- � . , - _ _ �, - _ _ � _ � , � � �, _ �e ----- - _ _ _ - _ - � -------------- � � - a� � / � � � / � �' � `L�. �� .. _�------'� _ — — — — — — — � �� ---"— � �� - - - _ - } / � A � � � . �., � � \ r � � ' .O � �� — � � ' � '� �, , - j / �.<`� , - - � � — � � � , 8 � �, _ - � �`� �Tp _-j � _ - - _�" � � _ ,i__ / �,� � / � / � �� _ - - - -- - �, � ` \ � � _ ' � � � � , �-� _ - - - - �'� � '� � / � � � / STAGING.STORAGE. \ — —_ ___-------- -------- --- � --�� --- � ---� / , i , � STOCKPILE.A/VD CONC � � _ _ _— _ _ _ - — - - , _ \ . � _ � , - — — � / i � i . N ,� � / y�ASHOUT AREA � _ _ — - - � / ' \ _ , � �y � � O �-_- - I - /� � . + /� O _�- -____ - - _�.Z:� _ � - _ � i O ,- I _ _ " . Q LEGEND -- � � < CITY OF MONROE / / � � � DB 321, PG 42 - /NSTALL EROS/ON CONTROL MAlT/NG ,-� � �y ,' N/F rn �'� PARCEL ID 09270036 / � __- -Ll- STA 14+25 TO 15+25 IRTJ �� rAPPLIES TO ALL SHEETS _- � _- p-�(R � ��-' BOB 3 �o P� 583� rn ` � � - � / - " � l��,-�- SEE SHEET EC-5 / � - 50 � �� l � PARCEL ID 09271036 INSTALL SILT FEIyCE � / Q'� � �� °� LlMlT5 OF DISTURBANCE — - - — - - — - - � � � INSTALL GRA�EL 3' FROiW CONSTRUCTION � � � � �/ �� G�� fLABELED ON PLANS) � � ,� CONSTRUCTION ENTRA/�/CE � yR � �� . L/�/TS �TYP) � /NSTALL EROS/ON CONTROL AlT/NG CONSTRUCT/ON UM/T - -C - - -F - - � � / � " I�� -L/- STA /6+25 TO /7+75 lRll �0� � 0�. � � - � _ � " SEE SHEET EC-5 F � ,' � -- .'� ' � �__- � ,, P� TEMPORARY SILT FENCE i� INSTALL EROSION CONTROL �UATTING �-�� / fSEE DETAIL SHEETSI � � � . , ej� - , � - " -Ll- STA 11+25 TO 11+75 �RTI _ TREE PROrECTION FENCE rPF SEE SHEET EC-5 -- � / IIySTALL EROSION CONTROL �WATTING fSEE DETAIL SHEET51 ----� ' / -Ll- STA 18+25 TO 19+25 IRTI � SEE SHEET EC-5 TEMPORARY CONSTRUCTION TREE PROTECTION NOTES � ENrRANCE fSEE NCDOT STD 1607.01) / / / TYPE �A Q SEE NCDOT STD �63 �I�JM � rREE PRESERVATION CONSTRUCTION SPECIFICATIONS: G E N E RAL N OT E / l. BEFORE BEGINN�NG WORK,THE CONTRACTOR lS REQUIRED TO MEET WITH THE CITY OR AUTHORIZED AGENT AT THE SITE TD REVIEVY ALL ROCK PIPE INLET SEDIMENT TRAP, WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES. TYPE A(SEE NCDOT STD 1635.0/1 � 2� EACH��REE ORN GROUP OFL� REES.RFENC � ARE R�0 REM�N UNTIL�A�L S� E W RK � AS BEEN � OMPLETEDPFENCESPMAY NOT BE RELOCA ED OR CONrRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB UNES ADJACENr 11tPDES GE11tERAL ST�RMWATER PERMIT REMOVED VY/THOUT THE WR/TTEN PERM/SS/ON OF THE C/TY OR AUTHOR/ZED AGENr. TO TH/S PROJECT ARE FREE OF DEBR/S. D/RT, AND EOU/PMENT DUR/NG THE TEMPORARY ROCK SILT CHECK D,4�1 PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ,4A/Y DA�AGE TO SOIL STABILIZATI0IV TIMEFRAMES TYPE B fSEE DETAIL SHEETS) � 3. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMA�N OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES. EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENrRANCES MUST 4. ALL UNDERGROUND UTILITIES AND DRAIN UNES SHALL BE RDUTED OUTSIDE OF THE TREE PROTECTION ZONE. lF LINES MUST TRAVERSE BE REPAIRED AT THE CONTRACTORS EXPENSE. THE PROTECTION AREA,THEY SHALL BE TUNNELED OR BORED UNDER THE TREE. STORM DRAIN �NLET PROTECTION �❑ 5• NO MATERIALS.EQUIPMENT.SPOIL OR WASTE OR WASHOUT WATER MAY BE DEPOSITED.STORED.OR PARKED WITHIN THE TREE PROTECTION ZONE. 5/TE DESCRIPTIOA/ STABILIZATION TltilE TIMEFRA�E EXCEPTIONS ISEE DETAIL SHEETS) 6. COORDINATE WITH CITY PRIOR TO PERFOR�ING ADDITIONAL TREE PRUN�NG REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED BY A QUALIFIED ARBORIST ,4A/D NOT BY CONSTRUCTION PERSONNEL. SPECIAL SEDIMENT CONTROL FENCE/ � 7. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES PERIMETER D�KES. SyyA�ES. D�TCHES AND S�OPES 7 DAYS NONE SILT FENCE OUTLET USED ON SITE MUST BE TREE-SAFE AN� NOT EASILY TRANSPORTED BY WATER. THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY (SEE DETAIL SHEETS) 8. lF INJURY SHOULD OCCUR T0 ANY TREE DURING CONSTRUCTION,�T SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CITY OR AUTHORIZED AGENT WITH THE REGULATIONS SET FORTH BY THE HIGH QIJALITY �yATER (HO�y) ZONES 7 DAYS NONE SO THAT APPROPR/ATE TREATMENTS CAN BE APPUED. NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 9. ANY GRADING.CONSTRUCTION.DEMOLITION OR OTHER WORK THAT lS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MON�TORED BY THE ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS W LENGTH AND ARE EXISTING CONTOUR --47- - CONSULTING ARBORIST. NATURAL RESOURCES DIVISION OF WATER QUALITY. NOT STEEPER THAN 2:1, 14 DAYS ARE ALLO�yED. lD. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TD SOUND TISSUE Al�/D CUT CLEANLY �lITH A SA�/. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN ll. lF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED,A ROAD BED OF 6/NCHES OF MULCH OR LENGTH. PROPOSED CONTOUR =�5 GRAVEL SHALL BE CREATED TO PROTECT THE SOIL THE ROAD BED MATERIAL SHALL BE REPLEN�SHED AS NECESSARY TO MAINTAIN A 6-INCH DEPTH • • ALL OTHER AREAS �yITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQ�y ZONES i / �� CULYERT EROSION CONTROL PHASING: � / �00� � � � � � �`(R � l. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY i C>y 5� '� CLEARING AND GRUBBING IS PERFORMED. �� i _ _�� 2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED �� _��- � GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) �� / �' IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. � �O "� / 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS �� j 1 / N�F DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. RETAIN TREE � �/ � CITY OF MONROE Fj � Q � PARCEL ID 09270036 4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS Q� � AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, INSTALL SILT FENCE ALONG DITCH ,' > � Q BANKS AT DRAINAGE CRO5SlNGS QURING -/�' �� ;r SEEDING (SEE SHEET EC-1), AND MULCH TO MAINTAIN A VIGOROUS, CLEARING AND GRUBBING A�/D REMOVE � // �� O� �C/ DENSE, VEGETATIVE COVER. AFTER PIPE lS IIySTALLEO ITYPI O -� � ,_ % F � �� / �� PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING HEADI� ALL � // / ' � � INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL NCDO I STD. 838.01 ,� � // � �� F� � FLO�DINAY ---- MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS r �� //� /,�� y� �/ � � ' � _ _ _ _ - - INCIDENTAL TO CULVERT INSTALLATION. / " � `�� ` / / ��, ,' � �� o � � - ' ' \ ' / / , - � — � � - ��i� Q f �� ___- •. e i, P /� „�ti _ - .� ' _ i �,� � ' �`� � i � ��, � = �� _ _ INST SILT FEHCE , �' , � �.p�/ � � - f� � � - � � � � * � � � � 3 FR� CONSTRUCTION � '� �. i / �,,� ��'�' � . �� F / �.� / _\ h V � � � � J � �\ , Ll�ITS (TYPJ (L � • G , / � / 81 � ' � � LlMITS OF DISTURBAI�ICE (TYPI / / �' / 81 \ �,�� ,;�, ��\ / � �/ �I � � � , � ,� , __-- �T A ____ _ I� I - --,`'�� . ,\. � � � �� - �_ , � _ _ � o , _ v ' �0�� , _ � �, , � _ _ - - - _ i , - ` �, �' �� , ' 4�-� R / � ,' �R/ / �� '�\ _-- --- _,--� � ,` \ ` �00 � ` ` \ � � � _ _ -� - � - � � ,- . ; °`:i �J � / / � � �, q s \ _ . . . - , �_ _-- _ �,� . � , � � �� , .- , - � ` � � _ �- ��. -: , ,� , _- , , , � � , � �� F�,�, , . � � � � � — , I— ___-- ,' � i� �� , — -rg , � � � , ` `�� N �� — � �, ' �" ;,�, — _--- __- - --, � "� �� . . � � . . RETAI . , _ _ � , . � ' ' � � TREE � � � � ' � % _� ,�� _-- � '� 6� ' \�� / � � ,' � / \ � � � - � _ � ', -- � /� 1 _ i � � \ � +I� � � � � ��- -�� / � / TB ,'� � � � � � ` � � � � ��,� :-�� - � — �-�— — - -------------- � • ♦ , . '�� ------_ _.-� . � �- — �� — — — — — � � -'" ' � � � _ _ � _ � _ — ` �. , �` �` � — � i" � � � �� i �� o _ �, ' � . e o � o ° _ / � � � � � � � , � I, ' e e � '- — . . � ��, � I -' I = � � � � - — - - - - - - � � � .�Q� ' / � � � � ��_-� ' --- _ - -- \ ! i / `� \`--__ ----�—' B ---TB--------�-�- ------------ —TB—�� , IIySTALLEI�jOSlOIy �. �. g 8'-I °RCP-� TB __ ---------- ----- TB --------------- -' CONTROL MATTIN� �/ � � TB T � I� = 564.4, . � - --- --- -Ll- STA 29+25 �, • -°� �T = 5�+4 3' . - ' _ -- _ _ � -- 2g'-42" RCP-I� TO 29+75 fRTJ � � - - ' - - - _ _ _ CLASS 'B' R►P RAP TB , , ' � �8�'-15' RCP-�/ BURIED 0.5') SEE SHEET EC-5 � �, -p}J�I..�T PROTECTI4N- - ' ►NV �� = 563.7 �NV �N = 559.7' 44'-18' RCP-IV \ EST 6 SY� �LASS 'B' RIP RAP ►NV 0 T = 563.5' N�F �NV OUT = 559.1' INV OUT 56562.10 �/ �o OLITLET PROTECTION BELLS CREEK, LLC HEAD�ALL ,� "- EST 3 TONS DB 3510, PG 583 NCDO STD. 838.01 CLASS 'B' RIP RAP EST 6 SY GFD PARCEL ID 09271036 OUTLET PROTECTION � � I� INSTALL ROCK SILT CHECK TYPE A EST 3 TONS ;` � AT ALL DRAINAGE OUT LET S �IJRING E S T 8 S Y G F D �O � CLEARIIyG AND GRUBBING. INSTALL SILT CL ASS 'B' RIP RAP / �/ FENCE AROUND TOP OF CULVERTS �ST�5TTON�TECTION � �- AFTER PIPE lS INSTALLED fTYP) EST i2 SY GFD PREPARED IN THE OFFICE OFo ��► �� GqRO� �� HORIZ PROJECTo � ��0��,�'' i�a�,��nEa�-�ey �'1'q�� i� 0 4 0 � � EROSION CONTROL ::'��-F�E�a"►�'�; : BEARSKIN CREEK GREENWAY � REVe No.: REVISIONe DATEe DRAWN BYe CHECKED BY: � s�B1.7DOC498..� � �� This document, together with the concepts and designs presented herein, as an instrument of serviceg is ��„/�� ,� �: �/20/2016 ;' � VERT � � Intended onl� for the s ecffic ur ose and client for which it was re aredo Reuse of and fm ro er �F �' � �` � N � p p p p p p p •� ,� '•.; �G � NE`� .� �c, �� 0 4 � re�iance on this document without written authorization and adoption by Kim�ey-Horn and 4ssociates,�nco PoOo BUX 330C� - RA�EIGH NORTH CARO�INA 27C3C-30�8 �i'� • •��O lf� shallbe without liability to Kimley-Horn and Associates, Inco � ,� 9 � �j'PF � ��0�� o� NUMBER: sHEET NUMBER: copyr�gr,+ K�miey-H�rn ana asso��a+es9 m�e9 2o i5 PHONEo (� I 9) 677-�000 FAXo (9 I 9) 677-20�0 PE Noo F-o ioz �� M��` 0 I I85 1007 EC- I DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD U (Jl o, � N i U a� i � 0 0 � � O � � � � c O � O � 0 � � a� � � a� i c� c � � 0 a� m O 0 � � O i O � O O � Q � � � DOCUMENT NOT CONSIDERED FINAL � INSTALL JUTE NET UNLESS ALL SIGNATURES COMPLETED CULVERT EROSION CONTROL PHASING: � -Ll- STA 4/+80 TO 43+25 (LT) I � SEE SHEET EC-5 �� 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY � I � �� SPECIAL �ATERAL �V� DITCH � CLEARING AND GRUBBING IS PERFORMED. ' � SEE DET IL I n 2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED � �—�INSTALL 5/LT FENCE ALONG DITCH C= —� BANKS AT DRAINAGE CROSSINGS Q,URING -� GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) - - - - — — _ _ F��VVAY � - � CLEARING A/�D GRUBBIIyG A/�D REq-fOVE _ _ - -� � � � � AFTER PIPE lS INSTALLED (TYPI "� z IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. - ` - - - - - - - � � _ - - - � 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS NV ��V4. R 559 8" � M / i � � 00 DIKES, SPECIAL STILLWG BASINS, AND BYPASSING PUMPING. N/F � INV OUT = 557.6' �� -� C�TY OF MONROE � �Qj � � � Q 4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS DB 321, PG 42 C ,�// ' -� - PARCEL ID 09270036 r RIP RAP EMBANKMEi �T PROTECTIOi� �,-� ,-" �� Q AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, O PLACE CLASS II RIP KAP A OYE PIF'E , _ � Z LlMITS QF DISTURB�41�CE (TYPI ALONG TRAIL SLOPE AND RAP AROUND '/ �� ,,-'�� SEEDING (SEE SHEET EC-1), AND MULCH TO MAINTAIN A VIGOROUS, t,/) TO BANKS OF BEARSKIN C EEK ,, � J/ F � � DENSE, YEGETATIVE COVER. , �i EST 35 TONS .' Q� ��' �� EST 40 SY GFD �/ / i'� SEE DETAIL 2 ,' / i . �� _ N- P I P E S S H A L L B E I N S T A L L E D I N T H E D R Y ( W I T H A M I N. 3 D A Y S O F D R Y W E A T H E R D U R I N G S P E C I A L L A T E R A L � V� D I T C H �` � ,� .� /� �� INSTALL GRA►/EL CONSTRUCTION EI�TR,4/�CE I, sEE oEra�� , ��, � INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL , , // � � �.,, CONTRACTOR TO REPAIR ,41�1Y DAtifAGE INSTALL SINGLE FIBERGLASS '� G� � �� U� � MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS FRO� CONSTRUCTION TO ASPHALT AI�ID � i 0 \ INCIDENTAL TO CULYERT INSTALLATION. CO/�C SIDEWALK �Q ROVING -Ll- STA 40+5p TO 4/+7/ (LTI - � , ` � �� ,`Q� � \\';.' � �O C� � SEE SHEET EC -5 � �, �� I INSTALL EROSION CONTROL �UATTING ,' � ,P� / � V � � � � - —� -U- SlA 40+25 TO 43+25 �RlJ � � '� � �1 � ,, �..� � � _ � - � SEE SHEET EC-5 �- �� y , p / / � E , , � � �\� � —` / ' � , , i P/ S � � l � i � �� ,p� � � \ , � \ - � \ � E � �� ,\ � - - / � / '�� 0� / � �\'P _ � � � ---------------� _� �� ' � / �> ' � , o� � � _ _ -- / , � / i \ � ��A � �' _ _ _ -� � _ - ' - - ° ', � � � / � i / , . W �� -- ------ F - � �I� \ ° / � � ,% �� \ _ _ , �I � �� ' �'-G_--� — — ' ---_ ____ � �E� _ ,�/ '� � - - � °� � � / I � _ _ v, — _ _ _ � . _ � �� .� � _ _ _ �., ,c �� ,:�� — �--_ � � �� '� _ �i� , , • _ �. � �� . � ° . � � _ _ _ i � � , 0 - ° : � ` - - - - - _ _ _ � _ � � - e„ a a �� - °�� _ _ _ _ o` �� Q -------------- ---------E"� � � , ` - - - - - - - - - / , ---- _ _ � � �-- / �� . � � � � � � � �. � _ + -f- _ 1.;,' _ ___— —_ � , ,cc�. � � --�, — — — — — _ — ------------- a — _ 5 � �- � � I � I - - - - - � . � , �� -- ---- �- _ � , �, - � -------- -- _ , - / o� . � � ��= - B - _ �� - � , 7' � , � �;� � � � i / � � : A � �.�� . ,� ,� �: � �_ ,_ , ___--��- rs re �- _ _ � _ _ � -�� _ �� ; � oo-Y ___ _ � � _ ��_ , o � �� ._ � _ g _ 5 � � � � - -- _ TB � — — — — _ ------ � � .,- -- _ — _ - ---- -- — — — -- - � _ _ __ _ _ —_ ._ _ _ __ � � _ -" � � , _ _ _ - _ �� ° , � Q — e _ -_ -' -- - � - _ — � _ � �_ — — Tg --'_ _'_---- ------------- --__--_ �— _ __ ------- -- _ _ ^� �\ � R ^ _ ` �// , �� --- _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ � � � . - i � , ��STALL ROCK SILT CHECK TYPE A ^ ' � � � � ' ��' - ��P � ALL DRAlN,46E OUlLETS DURIN� F -�-g-- — _- -------� T� . _� tn ----- ✓�,1� -�- TB ------ TB ______------�� - __ BEARSKIN �----------------'_ •� Tg ��-� � � � � � .'� � � CLEARING AND GRUBBING.INSTALL SILT E� �o�f �------------- �� CREEK � � � � ` `' _ - - - - - - _ - _ - - - - - - ` • � - � Tg _ ` \ ' - — — ' • � l AFTEE AROUND TOP OF CULVERTS � --- --- - - �_-� � -----------",� SK�N - R PIPE S INSTALLE� ITYPJ � � � � 'p,R . — _ _ _ _ --- - - _ ra - gE REEK DETAIL 1 DETAIL 2 � FLOODyyAY ,_ _ _ - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � ' - - - - - - -' � �, � RIP RAP AT EMBANKMENT Z _ INSTALL EROSION CONTROL iWATTING INSTALL SILT FENCE �� SPECIAL LATERAL 'v' DITCH � � ` -Ll- STA 30f75 TO 37�-25 lRTI '� , (t�otto s�a�e) �I 3�,QEHiNo coNsTRucrioN `� __ � Not to Sca e SEE SHEET EC-5 LIMITS (TYPI \ � � / 10'min. � � � � � 2, ��` � i� N t r I .3�;� �e� Fill Grade 7.0'min. � � � � � _ � Ground F 'I or D �\O� Slope Q 4tfer � GFDTEXTILE � /00-Yf? YR � Min. D= 0.5 Ft. __ rj�� _, ^ Type of Liner= Class 11 Rip—Rap / / 1' r' ' r- FROM STA 40 50 TO STA 41 71 Ll LT \ � " � � \ � - � - FROM STA. 41 80 TO STA. 43 +25 -Ll- ((LT) STA. 41 + 74 -Ll- (RT) , �� ; i �. i . - - r NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 3:1. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES GENERAL STORMWATER PERMIT. REFER TO CROSS SECTIONS AND MATTING SUMMARY SHEET. 1 �� I I ( / � i� �" �- ��=YR,-�_ CULVERT EROSION CONTROL PHASING: 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY CLEARING AND GRUBBING IS PERFORMED. 2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETA IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. 3. C O N T R A C T O R T O D E W A T E R E X C A V A T E D A R E A S A S N E E D E D U S I N G I M P E R V I O DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. 4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREA AND STREAM BANK SLOPES USING EROSION CONTROL MAITING, SEEDING (SEE SHEET EC-1), AND MULCH TO MAWTAIN A VIGOROUS, DENSE, VEGETATIVE COVER. PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURI INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT INSTALLATION. �� E� � �� AB � � 50 �SEE ` \�� ` � , ST P�2 SPECIAL ATERAL 'V' DITCH � �� ' Q 3 �L� _ SEE DET�IL i � ��o �o \ _ �P E LlMITS OF DISTURBAIyCE (TYPI � CLASS 'B' R�P RAP �� ^\ 5pp_ N L�N ' �`_ � , �� OUTLET PROTECTION 'A �R MA�(C ��.� � EST 8 TONS \ ��- \ EST 18 SY GFD �� ;, � " I �� " �� INSTALL JUTE NET �� - C01 TAR AND EXTEND �� n �� C� Ll STA 4/+80 TO 43+25 fLTI ----------------------------- � 6, S8; �PB� \, � `� �� , SEE SHEET EC-5 \ � - INV �N = 564.6i' � � � � \ � INSTALL GRA�EL �� NV OUT = 564.40' I� ; . Ig ' �' \ � � N/F CONSTRUCTION \ � � i ', � ,s � \ � CITY OF MONROE ENTRA�/CE fTYPI �i I INSTALL SILT FENCE ' DB 321, PG 42 -n< � � 3' EHIND CNSTRUCTION � � PARCE� io osz�ooss , � � � � � � �` . LI�T S (TYP1 � ' I FENCEL 3 � R0� CONST R �CT lON ' � � � � STAGING, STORAGE, / �� o%�� I STOCKPILE.AIyD COHC ; Ll�ITS fTYP) �, �' � \ `J � � � �, � � ; y�ASHOUT AREA � � �.�� , , I 1 ,�� \ � _ _ _ _�+----_ — — — _ ---------� _ _ _ F _ __ r,'� I _ �� I ' � - - - - - - - - - - _ C �., N/F \ v � � A ' - ( � � � � �n - � ° � � � d � � I - — I �� CITY OF MONROE n: - i � � 4� �� , � � � �� o � ' �a � � � �� _ � �A� � � PARCEL8D 09270037 � � r \ - -- ----- - - - - - � � ` _-- / ,' ------------------------- � -------- ------------- � ' �' \ � � I '' \, t - � - � _ RETAIN \�� — z INST ALL ROCK SILT CHECK F� mm � � Q TYPE A AT ALL DRAINAGE � s�0� � , ' —. ESE 00 SY P�RM I � O UT L ET S � URI N G C L EARI N G -- :--_ - � y�, � � _ S E E D E T A I L 2 JOHNSON ST � QN� GRUBBING. INST ALL SILT — �� FENCE AROUND TOP OF — -- _ � � %p,� � � -- _— --- CULVERTS AFTER PIPE y'i' ' � —_ I ' -- lS INSTALLED fTYPJ _ -------� --- -,� \ �� ' I INSTALL l8" TEMP PIPE.WRAP SILT FENCE ' � � --- - _-_. ��._ '� - - � AROUND TOP OF PIPE AFTER INSTALLATIOIy. . , � - ' ' - - - ' - _ - - - _ - _ � _ \ �� TB Te / � AFTER REMOVAL- OF CONSTRUCTION � ENT RA/�CE. REGRADE DlT CH. INST ALL k � - - -- ' - - � - - - - _ - - I�S) / � TEMPORARY LINER STRAy� y�ITH NET,,4/�D � - ; , �-�� --` � � � y�RAP SILT FENCE AROUND TOP OF ' .�J —_=�=_Ll��- I PER Al�IENT PIPE. uS - _�______-. _ W r=- � �1 � � � DETAII 1 DETAIL 2 S ~ 81 � SPECIAL LATERAL 'V' DITCH TOE PROTECTION rn/ ( Not to Scale) ( Not to Scale) d�e� 100-YR �� W / o�F�a,�e �__------___ 500-YR ------------ rn� / �1 \�S� , i rn� Natural � 31 °e� Fill Grou d � ��-' N/F �� NG z � Ground F� �� or p ��d'� slope d � i� THE EUCLID Qt}�,r PSRM CH DBI3 25CPG 32 NY � Ci - 1.0 Ft. PARCEL ID 09270033 � � � / " Min. D = 0.5 Ft. � GOULSTON TECHNOLOGIES. INC. / i� �� Type of Liner= PSRM � DB 971, PG 52 � � h� � FR4M STA. 41 + 00 TO STA. 43 + 25 -Ll- (LT) PARCEL ID 09270035 70 � FROM STA. 44 + 00 TO STA. 45 + 75 -Ll- (RT) PREPARED IN THE OFFICE OFo ��►II ��0��, CARp��i�� HORIZ PROJECTo � �� ,, ...., ��. � � '��,�'� c��"��b��9��" � 4� BEARSKIN CREEK GREENWAY � EROSION CONTROL = _'��°°�'� = - � REv. No.: REvisioN: �arE: �RAwN av: cHECKEo Bv: ' 024436ocass T � � This document, together with the concepts and designs presented herein, as an instrument of serviceg is ��/y� �✓�: 5/2Q/2 Q16;' � VERT �� intended onl for the s�cific ur ose and client for which it was re aredo Reuse of and im ro er �c�' �' F `h � N y p- � P p p p p •�,O ••.N� � NE�C :' �..` 2 0 4 � reliance on this document without wr itten author ization and adoption by Kimley-Hcrn and Associates, Inoo � o � o�, �j X 3� �� g -� Q� E I G H g�� T H C� R�� I� Q �� 3�- 3 �� 8 �� F,(� '' 0�� lC� shall be without liability to Kimley-Horn and Associates, Inco ♦ F� � �♦ �oB NUMBERe sHEET Nuiv�BE�e c��yr�gnt K�miey-Horn and A�so��at��9 m�o9 zo i5 PHONEo (g I 9) 677-2000 FQXo �g I 9) C77-2050 PE Noe F-o ioz �'',i.�i i.v�`��` 0 I I85 1007 EC-2 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD O �� Q, � � � i O O � � � O � � a � � c 0 � C 0 � 0 c � � c� � � a� i v c � � i 0 a� m � 0 O � � O 0 � 0 � J Q � � - ' � � � � DOCUMENT NOT CONSIDERED FINAL ' � � _ _ _ - _ _ � � UNLESS ALL SIGNATURES COMPLETED \ --� ,Y R� - � HENRY GNCHIRINOS & � — " � � 5�0 �`(R \ ' � \ _- �O� DELMI CHIRINOS IOQ Y� � � �%' DB 4455, PG 492 �\� r N/F S� S� �� PARCEL ID 09229027 � �. 0� J.K. STEGALL LLC .Q �/'�j � ' \ � DB 5715, PG 883 \ .� — _ � ` , rn PC D, PG 659 - � �QD � � � � � � PARCEL ID 092290886 -*U � � _ � - ' L ' \ \ , \ pp / ` ` \ � � � s$\ � � � \ — � � ��. / � � � � — D . v � � � -� - � \ �� 1 - - - / ✓�, ♦ ` '� /' � RETAIN CB — — - �` l(� C� �.-. � � _ '�S�`� I / � �_� �'� J � ._ / � . �P � _ � -�L ,�-, TB � � , — �, .- r � — Z °� � � ' ' R rn •�-,p � � \ ;, \ / \ _ TB � � � — � � - ►B.SNNE D , � ,�� _____ -., � � � �� __— � � '� � ,- , �� ____ — �— . , � , � � - � �, � �' � �' � � � F �� `. -' , eF�. Te � ��—_�'_--_�__.� � � � \ \ , � � � `. 1 . , , � . ' ' - � ' . `c,p��;�� , , � - � �NSTALL �NLET PROTECT�ON ITYPI �, � � - � � � . . , - - - . , / � , ,'� ,-' `. ir �. � T \ � � ,^ t v'� y . -� � . �, . , � � � ► ,��•' ,,-' TB '�� TF�, e � �� , � � ,�,.k _ _ _ _ '� ��. _ ;'� � _ ` D � \ / �� - � , _�- �YR � '� ,/ �► ' TB `. Fo��. � = '�. e - � _ - - - __--- - � "�� _ �- , , � ,� �� . . . � � � _ _ ____ -- � � / ,�, ' ,' ��, �' _ _ �•.� `�� '� _ _ _ _ � ___---"" � � ' 100-YR + - / � ` ` � � // �p' - ' • � � � � . � 1 �^ / - - _ - - " " Ll lTS OF DISTURB CE (TYPL - � � \ � - / / , / - - r ' _�__ _ � i -- ' - � _-- � � '�_--- o � �� / �� i � B �� - ♦ �,, � �� _ N/F _ � � � � i � � � � � . ` ' � � { ., -� .� � " " GTY OF MONROE / � � � � � � � � % � �� >_ � �� • � i.- DB410,PG231 � � �, � � ��, i � � �. � . -; F � - E RETAIN � PARCEL ID 09229022 - � � � rn - - • , lb' ' • � � _ � - - � SYSTEM " - � - � • , / _ _, -'Z ; � � ♦ _ - � � � � — � ,- , � — � �.., t . .� __� --- —.�__-_ ----� qY — — — � � � i � `. � � �_ .- ,- � � � �,� �, _ _ ., � _ _ _ F�oonv_V _ - rn � � ' / � `� � ► / �� i��v / / � �e _ � ` _ — _ O � � ,-' S��N .-' � � � � `� �. Tg - _ _ _ _ _ _ � � � � pY � � - p.��, - . - � � �� _ _ - _ _ _ _ - - - - �. F�40 � -' �� ,� x� �--- � .. �� ,\�', � ------jB--------TB 'LB-'" � �(6. � �,�� . � � � / \ � � � � �,\,' ` , , ,,.'� �.� / . �' � � \ .� �` ` ------ __ -" J ` B.- "��___ ,- � � � , � Te T�- ---____ 8 T �g -E��E . , '� � - _, _ TB� �_ Tg ,- Ej- ,' - _ _ '-__ • �TB___--'"�ti'Ar �, � I � - _ _ " ' TB= -- �JB----ATER_EDGE_.'� T� - ' - -' � - ' .�� / I \ \ \ \ ! - - TB ` � - - - IN CREEK_ _ - -i$ -' --__ ___ ,` �` � � � � � \i /Op � _ _ _ ,t --_ BEARSiB__-- _--- �Tg T � . / � \ � � , �--YR � - - - F�p B'- �_fiB---- � ___ -- B � . \ - �py�'AY � �- ` - -- �' � �\ �,s _-� � i �.\ \ Soo,yR _ d' 4� / � - � � � \ ' �" , i � _ _ - � , i � ' �� — — — NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 3:1. � � 'Q.y�� - - - — _ _ _ _ _ CONTRACTOR SHALL PROVIDE SOIL STABILIZATION � � ( ��.� � - � ' !- `��i _ \�� : , _ ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY � P ' � � �� AMEs �. BENTorv, �R. - - � - - �, - � � " � ' " `' � , �;_, � /_n�i 1 DB 1508 PG 156 � , ' ' i � � � � ° , NPDES GENERAL STORMWATER PERMtT. REFER TO � FL�� ' � PARCEL I� 09229026 r, \ �� ,�"j � 1 , \ � � , � � •.w / \ \ �� i .. CROSS SECTIONS AND MATTING SUMMARY SHEET. , ' � l \ � . � � , �/ � _� I p\�� I CITY OF MONROE 1 XI I ' N/F ' ' ' PROP JB y�/ H COVER H. CARROLL MCCRAY & , � � � � � � � .�� `� � � TOP = 571.0� ANNEH.MCCRAY i i �� `�� _-�--------- -"----- F-� ��/ � T 56564.4� PARCEL ID 92�9090 � � / / � � �' �'�� % / � - � � / �� I� i �1 /NSTALL INLET PROTECTION (TYPI _ � � / ,S` ,' � - ' � � � � � _ _ _ _ _ _ _ W / � ' � ' �"� � --F - - � . F - � . � - , _-------- ------� I� � - �� ' � INSTALL GRA►/EL COIySTRUCTION ENTRAI�ICE (TYPI � , � / / ,' � G�� . � � � ` � � , _ - � � , i - , �1 Q� �, �,� � �. �� tb � i � ��.- � �/ Op� � �� ' , �5 �0, � � � � � ' _ , � �� Z ��/ � � lIySTALL EROSION CONTROL MATTING � ' � F� � ,'�G� 0�'� �;�' � � i � . - � �� - � �� - � � � ��;, -L3- STA 75 f25 TO 77+50 fLTJ � � ' � . �, ��. � ' i � �� / � � lv � SEE SHEET EC-5 O �" '� °' �" �, - , � � x� � � � � � ' � ��, �P�� ' � � !� � � 4� '� � � � , �" , / / __ , .- ,.- � ♦ , � O � .� 5 \ � �� , , � i % � � 0 Q � �\ \ ' � ' � � /� i� � . � � , � '� . , / . . � i � l.� - "� � � , �/ ,'l / � � . . � � � , � / ,��. . � �� y �p0 - -, N � / ,' ,' P / \ �'� � \ \ � I�, � I � . . �� ,�,, �F/ �� " � , , 0 / �2' - 15" RCP � ��. ' � `� I / �� ,- �� i �/i F�'� i" � . ��- �� INV �N = 564.4' � � � _ � \ ; , : ' I � ` � � � �� • �. �� ' / / �,i 1 � � \ �NV OUT = 563.9' � ' � ' � �/ -� �� /" / /,� . ,' /� �/" � �I `� NiF � �'� � � i� � r` CITY OF MONROE ♦ � � � � . � ` � ��/ / ' �! �� DB406,PG805 � �0 � �� /� � �"',�� / "Y�_ . � � � ��'qT� F�.p � cE� io oszz 2� � oa I �� , , ii , - INSTALL SILT FENCE 3 _ � �I � � � ,� F ��F s�i '�� "�,�; � � / , , l � " �� , � B HIND CONST RUCT lDN � - ? '��v;F F� ��, � �� C AS S I RI 4ZAP �'�� , ii� ' Ll�ITS ITYPI �,�R, J Tb' ' � . , ' . � �' ; � \ , � PROTECTI�'T� ' , � x� ' FILL EXIST DITCH 5�4� � Z , e, '� NSTALL EROS C�OA{-T AT�ING SEE DET �L 2 , , �- `` ��/ CLASS B RIP RAP V STA�ING STORAGE �' � �%�� . � -L�- STA 78+ 8+25 �KT� EST 90 ON � �`� )r� ST 5 TONS � � STOCKPILE,AI�� C01�/C Te`. �;�F�` �� F� SEE '.�HF�ET EC-5 / EST 9 iSY FD r /,,,� TIE EXIST 24' RCP TO / N�F Q y�ASHOUT AREA '� �UG �Q �` � INSTALL ROL�'C �lLT CHEGK TYPE A ,' ' r PROP JB �/, MH COVER UNION COUNTY � � �C i, TOP = 55 5 � DB 413, PG 593 - ` A T A L L D R A I N A G E i 9 U T.� E T S D U R I I y G � I N � I N( 1 5" )= 5 5 2. 1' ' PEDESTRIAI�I BRIDGE TO BE T�g `' � CLEARING AND GRUBBING.INSTALL 5/LT �' � �NV �N (24") = 551.3' / 00 Q Z � CONSTRUCTED TOP-DO►NN ENCE AROUND rOP OF CULVERTS �, /� ,-- y= - ' ►NV OUT = 551.3 ,' CULVERT EROSION CONTROL PHASING: �� ITHOUT DISTURBANCE TQ PIPE lS INSTALLED fTYPI � ,' ,_ '- " RETAI ��XIST y� � � 14 15 CMP N� �` BEARSKIN CREEK �,' .-\e` �' �.e_ ,'/ �/ �;� � \,� / INLB��5g.3, SYSTFLM 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY � �� -, o , , -- --TB--- ' � ` �I�/. UT = 55 .' � i S� B RIP RaP' - �� / � CLEARING AND GRUBBING IS PERFORMED. Q� UTL OTECTION � : ' '� r- ' TIE \EXI„ " C P- -fi0 —'� Z. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED ` � \ T TON - - - ;/� PROP yB_� / I�FV COVER �� ', \ i EST 6 _ ______ � j j � TOP = 56�t.3'� � GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) DETAIL 2 � �� ,�, INSTALL J� r �� iNv �N - 560.5 , RIP RAP AT EMBANKMENT �` ' �"'2 � -L3- STA 79+1 -�z , �NV OUT = 559.3 IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. �� SEE SHEET EC-5 ,�. �/ � INSTALL EROSIOIy CONTROL iWATTING 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USWG IMPERVIOUS ( Not to Scale) �` � � \ L T A�DOA,RO _ V'�DI�T�/ W /� � � �, - L 3- S T A 8 0+ 7 5 T O 8/+ 7 5 � L T J I , \4 SEE SHEET EC-5 DIKES, SPECIAL STILUNG BASINS, AND BYPASSING PUMPING. �� , \ � SEE DE�'A►L I � � � 4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS INSTALL EROSION CONTROL MATTING� � ' ' �ST 3 CY DD � / (F / � '� 1.0'min. 1' -L3- STA 77+75 TO 78+00 fRTI � �� \ % �0 �/� � �� 5�.2 AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, _ � � \ SEEDING SEE SHEET EC-1 AND MULCH TO MAINTAIN A VIGOROUS � EXIST SEE SHEET EC 5 �° � F � �� - GROUND � �� ' �� = I � � \ 4 DENSE, VEGETATIVE COVER. INSTALL SILT FENCE AL�NG DITCH - -A GFDTEXTILE BANKS AT ORAINAGE CROSSINGS �7URING � � � � � � �' \ CLEARING A�/D GRUBBING A/�D REMOVE � � '� ,' IIySTALL EROSlO � ONTROL MATTIIyG \ PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING AFTER PIPE lS INSTALLED (TYPI STA. 79 + 12 -L3- (LT) Type of Liner= CLASS 'll' Ri -Ra /NSlALL EROS/ON CONTRaL MATT/NG \�� F �-L3- STA 78fT5 O 79f75 (LT) � \ INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL p p -L3- STA 78f75 TO 79+25 (RTI � . SEE SHEET EC-5 \ /� \ MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS FROM STA. 80 + 50.00 TO STA. 81 + 94.05 SEE SHEET EC-5 � RETAIN Tf�EE INCIDENTAL TO CULVERT INSTALLATION. ATCH LINE �SEE INSET� � NREVe No.: REVISIONe DATEe DRAWN BYe CHECKED BY: � This document, together with the concepts and designs presented herein, as an instrument of serviceg is � Intended only for the specffic purpose and client for which it was preparedo Reuse of and fmproper � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco lf� shall be without liability to Kimley-Horn and Associates, Inco Copyrlght Kimley-Horn and Associates, Ince, 20 15 PREPARED IN THE OFFICE OFo ■ � PoOo BOX 33008 - RA�EIGHg NORTH CARO�INA 27C3C-3068 PHONEo (9 I 9) 677-2000 FAXo (9 I 9) 677-2050 PE Noo F-o ioz EROSION CONTROL PLAN ��GqRO�� HORIZ PROJECTo �� .,,.�.... ,�/�!ii� �� 0 4 0 '�. �. = �o�m��s�g�,�b� . 9 �� ` � �I�t.oa� ' ' . .� . � SEAL � � �1�g g, ❑ � . � 6UL4�41�OC498...: � ��';..�,5�2��2 �6.: �; VERT ��i�.c'�. '•.�,1,��' � NE�:•' ��c,�� 0 4 ,i,, � ��u �►�p0,,,, �o� NUMeER: BEARSKIN CREEK GREENWAY (EB-5011) SHEET NUMBER: 0 I 185 1007 EC-3 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD O � a � � � U � I � O O � � O � � a � � c 0 � � c 0 � � 0 � c a� a� � c� � a� a� � c� c � � � 0 a� m �1 � 0 0 � � 0 � 0 � � 0 0 � i J Q � � � � N \ O N \ � DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD � � � � � � U N I � O O � � � O i � � a� � � c 0 � � c 0 � � 0 � c a� a� L c� � a� a� � v c � � L 0 a� m DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED IL TABlLlZA Tl � 11�I11�IA R Y HEE T o a � MA TTl1�lG FOR ER OSI01� C01�1 �TR O� CONST L�NE FROM T� SIDE EST l AT E �SY) CONST L�NE FROM T� SIDE EST l AT E (SY> SHEET NOa Sl AT /ON ST AT /ON M SHEET NOe Sl AT /ON ST AT /ON M EG-I -l.l - I 1+25 I 1+75 KT 21 EG- I - � I- I 4+25 I 5+25 f�T 32 EG- I -l.l - 1�+75 15+25 I•T I I EG- I -l.l - 16+25 1 7+75 f�T 52 EG- I -I.I - 18+25 19+25 RT 42 E G- I - l. l- 29 + 25 29 + 75 K T �- 2 EG - 2 - I• I- 30 + 75 37 + 25 f�T I I 6 EG-2 -l•l - 40+25 43+25 f�T 150 EG - 2 - l. I- �0 + 50 � I+ 7 I I.T 85 EG - 2 - l• l- 41 + 80 43 + 25 I•T 1 00 EG - 3 -1•3 - 75+ 25 77 + 50 I•T 300 EG-3 -1•3- 77+75 78+00 �T 18 EG - 3 -1•3 - 78 + 00 78 + 25 I•T 2 I E G- 3 - l•3 - 78 + 75 79 + 25 f� T 36 EG-3 -1•3- 78+75 79+75 I•T b0 EG - 3 -1•3 - 79 + I 4 80 + 27 I•T 80 EG-3 -1•3- 80+75 81 +75 I•T 87 EG-4 -1•3- �7+75 88+75 I•T 212 E G- 4 - l•3 - 90 + 25 9 I+ 25 I• T 50 EG-4 -1.3- 90+25 91 +25 f�T 83 5U�T0-TAI. 1598 � SCE��ANEouS ATT � N� To �E � NSTA��Ev A5 0 ��EcTEv �Y THE EN� � NEE� �- o 0 TU�TAI. 1998 5AY 2000 � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: O N This document, together with the concepts and designs presented herein, as an instrument ot service, is � mtended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper N reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � shall be without liability to Kimley-Horn and Associates, Inco l{� Copyrlght KPmley-Hc�rn and Assoclates, Ince, 2(� 15 PREPARED IN THE OFFICE OFo ■ � PoOo BOX 33068 — RA�EIGHg NORTH CARO�INA 27036—�068 PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F—o io� EROSION CONTROL DETAILS .��N' �A R��i ��. .`��,-�� C �'��U�,.L'y�� : : � ��:. : . . - �� 66 C447�B17DOC498.T � � � 024436 - �,�'; 5/20/2016 :� : •,�i��',�� c�G � NE�t'�`� �c�,��• ,,,, � � �u i i►i oO,,,, PROJECTo JOB NUMBER: BEARSKIN CREEK GREENWAY 0 I 185 1007 (EB-5011) SHEET NUML'ER: EC-5 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD c o, � � i U a� i 0 0 � � � 0 � � � � c 0 � c 0 � 0 c a� a� L c� � a� a� � v c � � L 0 m � 0 0 � � � 0 0 � 0 � i J � � � N \ N � � DOCUMENT NOT CONSIDERED FINAL CONST RUCT lON SEQUENCE UNLESS ALL SIGNATURES COMPLETED RlP RAP (6J5� GRASS -LINED CHANNELS (6e30> CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS l. Hold preconstruction conference at least one week prior to startinq construction Subgrode Preporotion - Prepore the subgrode for riprop ond filter to the required and Invite NCDEMLR LQS contoct number is f7041663-1669. /ines and grades shoWn on the plonse Compact any fill required in the subgrode CONSTRUCTION SPECIFICATIONS MAINTENANCE to a density approximating that of the surroundinq undisturbed material or overfTll 2. Flog the work limits for protection. depressions with �iprop. Remove brush, trees, stumps ond other ob�jectional l. Remove oll trees, brush, stumps, ond other obfectionoble During the establishment perfod, check g�ass-lined channels after moteriol. Cut the subgrode sufficiently deep thot the finished qrade of the riprop material from the foundation area and dis ose of ro rl eve� �oinfall. After ross is established eriodicall check the 3. PrTor to any land disturbfng (includin demolTtfonJ activitfes, install silt/tree P P P� Y� Y 9 o p y Will be ot the elevation of the surrounding area. Channels should be excavated channel• check it ofter ever heov roinfall event. lmmediotel protection fence, construction entronce, emporary stream crossings. ond oll other � Y Y Y sufficiently to allow placement of the rfprap in a manner such thot the finished 2. Excavate the channel and sho e it to neat lines and make re airs. lt is artfcularl im ortant to check the channel erosion control devices. P P P Y P inside dimensions ond grode of the riprop meet design specificotions. dlmensions shown on the plons plus o 0.2-ft overcut around outlet and oll rood crossings for bank stability and evidence of 4. ln accordonce with the erosion control plans, qrade trail, install crosspipes, and the channel perlmeter to alloW for bulking during seedbed piping or scour holes. Remove oll significont sedlment occumulotions loce reinforced silt fence os shqW�n. Ploce odditionol erosion control mattin and Sond and grovel filter blonket - Ploce the filter blanket immediotely after the ground re arations and sod buildu to maintain the desi ned carr 1n ca aci Kee the rass in a P 9 P P P• 9,, Y� A, tY� , P 9 stobl/ize 2:/ s/opes os indicated. Modlfy silt fence p/acement around trai/ and out/ets foundation is prepared. For grave/, spread filter stone in o uniform /ayer to the healthy, vigorous condit�on at a/I times, since it is the primory os necessory, ploce silt fence around oll temporory crossings ond culverts as needed. specified depth% Vyhere more thon one loyer of filter materiol is used, spreod the 3. Remove and properly dispose of all excess soil so that erosion protection for the channel. layers With minimal mixing. surface water moy enter the channel freely. 5e Complete final grading for trail. Synthetic filter fabric - Ploce the cloth filter directly on the prepored foundation. 4. The procedure used to establish grass in the channel will 6. Finish grading of slopes, topsoil critical oreos ond permonently veqetate, seed Overlap the edges by at least l2 inches. and space anchor pins ever 3 ft along Y depend upon the severity of the conditlons ond selection of species. and mu/ch. the over/op. Bury the upstream end of the c/oth a minimum of /2 inches be/oW Protect the channe/ with mu/ch or a temporary /iner sufflcient to ground and where necessory, bury the loWer end of the cloth or overlop with the withstond onticipoted velocities durinq the estoblishment period. 7. All graded areos will be seeded,fertilized and mulched accordinq to NCDOT next section as requirede Take care not to damaqe the cloth When placing riprap. speclficotions to maintoin o vigorous, dense, vegetotive cover within 7 to l4 doys lf damoge occurs remove the riprap and repair the sheet by adding onother layer or sooner of comp/etion of ony phase of grading. Refer to the /otest NPDES of fi/ter moteria/ With o minimum over/op of /2 inches oround the damaged oreo. Ru/es dated Auqust 20// for more information on ground stabi/ization /f extenslve domaqe Is suspected, remove ond rep/oce the entlre sheet. requirementse /n summary 9 perimeter dikes, swa/es9 dltches9 s/opes steeper than 3:1, and high quolity IHQVVJ zones should be stobilized Within 7 doys. All other Where large stones ore used or machlne plocement is difficult, 0 4-inch layer of areos ond slopes shall be stobilized within l4 days. lf Work on the pro�ect fine grovel or sond moy be needed to protect the filter cloth. ceases for more than the above mentioned length of time. all dlsturbed areas V EGET AT lV E PLAN (NCDENR 60/l� shall have temporary vegetative ground cover established and erosion control Stone Placement - Plocement of ri ra should folloW immediatel after lacement devices mointolned. of the filter. Ploce riprap so that P forms o dense, well-graded mass o� stone with 8. All eroslon ond sediment control proctices will be Inspected weekly ond o minlmum of voids. The desired disbribution of stones throughout the moss may SEEDING SCHEDULE SEEDING SPECIFICATIONS after rainfall events. Needed repairs will be made immediately. be obtained by selectfve loadfnq at the quarry and controlled dumping during Shoulders, Side Ditches. 5/opes l3.11 final placement. Place riprap to its full thickness in one operation. Do not place /) After rough grading is completed, till soil in oreas to be 9. Estimoted time before finol stoblllzatlon is l2 months. riprop by dumping through chutes or other methods thot couse segreqotion of Date Type Plantinq Rate seeded ond plonted to a depth of six inches. stone slzes. Take care not to dislodge the underlyinq base or filter When placing l0. Site includes approximately 4.57 acres of permanent veqetation area. the stones. Aug. l5-Nov. l Tall Fescue 250 /bs./acre 2� APP�Y o9ricultural lime, fertilizer, and superphosphate to Nov. l-Mar. l Tall Fescue 250 /bs./acre disturbed areas to be veqetated, ll. AFTER SITE lS STABILIZED, construction entrances, and construction stoging The finished slope sh�ould be free of pockets of small stone or clusters of large & Abruzzi Rye 25 /bs./acre 90 /bs. limestone/1000 sq. ft. f2 tons/acre) and moteriol oreo stockpile oreos, ond oll other erosion control devices sholl be stones. Hand placfnq may be necessary to achieve the proper distribution of Mar. l-Apr. l5 Tall Fescue 250 /bs./acre 35 /bs. l0-10-10 fertilizer/1000 sq. ft. f1500 /bs/ocreJ removed, restored os existing, ond permonently vegetoted os described in the stone sizes to produce a relotively smooth, uniform surfoce. The finished grade Apr. l5-Jun. l5 Hulled Common Bermudograss l2 /bs./acre 40 /bs. 50% superphosphote/1000 sq. ft. f1T50 /bs/ocreJ maintenance and veqetative plan. Contractor must receive permission by pro�ect of the riprop should blend With the surrounding areo. No overfoll or protrusion of Jun. l5-Aug. l5 Tall Fescue 250 /bs./acre inspector before any measures are removed. rip�ap should be apparent. & Browntop Millet xXX 35 /bs./acre 3J Disk nutrients into soil to a depth of six inches until tiiAINTENANCE ar Sorqhum-Sudon Hybrids �X� 30 /bs./ocre surfoce is uniform ond free of lorge dirt c/ods. MAINTENANCE Slopes l3rl to 2:1J �4) Seedlnq permonent grass. Follow the construction sequence throughout pro�ect development. Adequate erosion 3.0 /bs. KY-3/ toll fescue/1000 sq. ft. f130 /bs./acrel during and sediment control meosures must be instolled, maintained ond ad 'usted os needed lnspect channels at reqular intervals as Well as after ma�or rains, and make repairs Mar. l-Jun. l Sericea Lespedeza fscarified� 50 /bs./ocre during the demolition or cleoring and grubbing phoses os Well os �hroughout the life of promptly. Give special ottention to the outlet and inlet sections ond other points ond February l5 through May l5 or August l5 through ond untilpermonent vegetotion on the profect is estoblished.Vyhen chonges in where concentroted flow enters. Corefully check stobility ot rood crossings ond f ar.l-Apr.lSJ Add Tall Fescue 250 /bs./ocre November l5. construction activities are needed. amend the sequence schedule in advance to look for indications of piping. scour holes, or bank failures. Make repairs f ar. l-Jun. 30J or Add Weepinq Lovegrass 5/bs./ocre -OR- malntain management contro/. immedlate/y. Maintain a// vegetotion ad�acent to the channe/ in a hea/thy. f a�. /-Jun. 30J or Add Hu//ed Common Bermudaqrass 8/bs./ocre 3.0 /bs. KY-3/ to// fescue ond 2.0 /bs. annuo/ ryegross//000 vigorous condition to protect the oreo from erosion ond scour during out-of -bonk Jun. l-Sep. l Tall Fescue Mx� 250 /bs./acre Notificotion of Lond Resources Sediment and Erosion Control Self -lnspection Progrom: flow. Control of Weed and brush growth may be needed in some locatlons. & BroWntop Millet xxx 35 /bs./acre sq. ft. durinq November l5 through Februory l5. or Sorghum-Sudon Hybrids Xx� 30 /bs./ac�e �> Mulch seeded a�eo With small qroin straW at 90 /bs/1000 The Sedlmentation Pollution Control Act was amended in 2006 to requlre that Sep. l-Mor. l Sericea Lespedeza sq. ft. f2 tons/ocreJ. Spreod uniformly. Approximotely%2 persons responsible for lond-disturbin octivities inspect a pro�ect ofter eoch �unhulled-unscorifledJ 70 /bs./acre of ground surfoce should be visible to avoid blocking phose of the proJect to moke sure thot �he opproved erosion ond sedimentotion & Tall Fescue 250 /bs./ocre sunliqht to seedlfngs. On oreas where the ground control plon is being followed. Rules detailing the documentotlon of these �Nov. l-Mar. lJ Add Abruzzi Rye 25 /bs./acre inspections took effect October l, 20/0. To simplify documentation of Self - surfoce equals or exceeds a 3:l slope, ond in the inverts lnspection Reports and NPDES Se/f -Monitoring Reports, a combined form is noW Consult Conservotion Engineer or Soil Conservation Service of all droinoge sWales. tock mulch With asphalt emulsion ovoiloble.The new form Wos developed to sotlsf the re uirements of the Sedimentation for additionol information concernin other alternatives for Po//ution Control Act and the NPDES StormwateryPermit pfor nstruction Activities, LAND GRAD/NG 16e�2i g ot o rote of 450 go//ons emu/sion per ocre of strow. vegetotion of denuded oreos. The above vegetotion rotes ore NCG 0/0000. Beqinninq Au ust l. 20/3, the Division of Energy, ineral, and Land those Which do Well under local conditionsr other seedinq rate 61 Mulch oround shubbery and trees With pine straW to depth Resources Is responsible �or administering both the SPCA and the NPDES StormWater combinotlons ore ssible. of 3 inches. Permft for Construction Activities, NCG 0/0000. The combined form should moke it -D0 eosier to comp/y with se/f -inspection requirements. CONSTRUCT/ON SPEC/F/CAT/ONS YXx Temporary .- Reseed occording to optimum seoson for 7J Temporary cove� The Combined Self -Monitoring form is available as a PDF and Vyord document from /. Construct and maintain all erosion and sedimentation control ractices and desired permanent vegetation. Do not ollow temporary cover to l.0 /bs. brown top millet/1000 sq. ft. Moy through August 25. P grow over l2 inches in heiqht before mowinq, otherwise. fescue -OR- the Land Quality Web site, http://portal.ncdenr.org/Web/lr/erosion measures in accordonce With the approved sedimentation control plan and l.0 /bs. annuol ryegrass/1000 sq. ft. August 25 through April. Self -lnspections ond Self -Monitoring sholl be conducted in occordonce With the const�uction schedule. moy be shoded out. conditions of NPDES Permit No. NCG 0/0000 and North Carolina General Statue 2. Remove ood topsoil from areas to be g�aded and fi//ed, and preserve ll3A-54.lfel and l5A NCAC 04B .0/3/. it for use � finishinq the grading of all critical areas. T OPSDILIN� 160�4� lf you hove questions, pleose contoct the Lond Quolity Section ot a DENR Regionol 3, Scarif areas to be to soiled to a minimum de th of 2 inches before CONSTRUCTION SPECIFICATIONS Office at 704-663-1699. placing topsoil. p p Any off -site bo�roW and Waste required for thls pr' ��Ject must come from an approved MATERIALS eroslon control plon site, o site reguloted c�'nder the Mining Act of 1971, or o londfill 4. Cleor and grub oreos to be filled to remove trees, vegetotion, roots, or Determine whether the quality ond quontity of avoilable topsoil fustifies selective Temporary seeding - Protect topsoil stockpiles by temporarily seeding as soon regulated by the Division of Solid Waste Monagement. Trash/debris from demolition other ob�ectionable material that Would affect the planned stability of the fill. handlin Qualit to soil has the followin characteristics: as ossible no more than 30 Workin da s or l20 calendar do s after the Q�tivities must be dIsposed of at a facility regulated by the Divislon of Solid Waste 9' y p g formotion of the stockpile. 9 y y Management. Cl5A NCAC 4B .0/l0] 5. Ensure thot fill moterial is free of brush, rubbish, rocks, loqs, stumps, rexture - loam, sondy loam, and silt loom are best; sandy cloy loomo silty cloy building debris, and other materials inappropriate for constructing stable fills. /oam cla loam and loam sand are foir. Do not use heav cla and or anic Permanent ve etotion - lf stock iles will not be used within l2 months the lf the some person conducts the lond -disturbing octivity & ony reloted borrow or . Y 9 Y Y Y 9 9. P Y woste octivity, the reloted borrow or woste octivity sholl constitute port of the l 6. Ploce oll fill in loyers not to exceed 9 inches in thickness, ond compoct soils such as peat or muck os topsoil. must be stab�lized With permanent vegetation to control erosion and weed Qn�d -disturbing activity unless the borroW or Waste activity is regulat under the the layers as required to reduce erosion, slippage9 settlement, or other growth. MTning Act of ./97/, or is a landfill requlated by the Division of Waste �anagement. related problems. Orgonic matter content - fsometimes referred to os "humic matter") should be lf the lond-disturbing octivity and any reloted borrow or woste octivity are not greater than l.5% by weight. SITE PREPARATION conducted by the same person, they� shall be considered separate lond -disturbin 7. Do not incorporote frozen materiol or soft or hiqhly compressible activities and must be permitted e�ther throuqh the Sedlmentation Pollution Con�rol Acidity - pH should be greater than 3.6 before liminq, and liming is required if Before spreading topsoil, establish erosion and sedimentation control practices Act as a one-use borroW site or through the Mining Act. materTals into fill slopes. It is /ess thon 6.0. such as diversions, berms, dikes, WaterWays, and sediment basins. 8. Do not place fill on o frozen foundotion, due to possible subsidence ond Soluble salts - should be less than 500 ppme �rading - Maintain grodes on the oreos to be topsoiled according to the MAINT ENANCE P�AN slippaqee approved plan and do not alter them by odding topsoil. 9. Keep diversions ond other woter conveyance meosures free of sediment Sodium - sodium odsorption rotio should be less than l2. l. The Controctor sholl check oll erosion and sediment control practices for stability during oll phoses of development. Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, or the ond operotion folloW�ng every runoff producing roinfoll but in no cose less thon The depth of materlal meeting the above qualifications should be at least 2 inches. soil is composed of heavy clays, incorporate agricultural limestone in amounts once every week. Any needed repoirs will be made immediately by the Contractor l0. Handle seeps or springs encountered during construction in accordonce So1/ factors such os rock fragments, s/ope, depth to water table, and layer recommended by soil tests or specified for the seeding mixture to be used. to maintain all practices as designed. Also per Notional Pollutant Discharqe With approved methods. thickness affect the eose of excovation ond spreading of topsoll. lncorporate lime to o depth of ot leost 2 inches by disking. Eliminotion System INPDES) generol stormWoter permit. o roin gouge must be Generally , the upper port of the soil, Which is richest in orgonic matter, is most Roughening - lmmediately prior to spreadinq the topsoil. loosen the subgrade instolled on site. The roin gouge must be kept onsite ond inspections by the ll. Permonently stobilize oll graded areas lmmediotely ofter finol groding is desirable; hoWever. moterial excavated from deeper loyers may be worth storing by diskin or scarif in to o de th of at leost 4 inches, to ensure bondin of Contractor must be made and logged after every half inch of rainfoll and once completed on each oreo in the groding plon. Apply temporary stabilization 9 y 9 P g o week. measures on olI graded oreas When Work is to be interrupted or deloyed for if it meets the other criteria listed above. the topsoil ond subsoil. lf no omendments hove been incorporated, loosen /5 working days or /onger. the soi/ to a depth of at /east 6 inches before spreading topsofl. 2. The Controctor sholl remove sediment from erosion control devices when storoqe Orgonic soils such as mucks and peats do not make good topsoil. They can be capacity has been approximotely 50% filled. Gravel Will be cleaned or replaced l2. ShoW topsoil stockpiles, borrow oreos, ond spoll oreos on the plons, ond identifled by their extremely light Weiqht When dry. SPREADING TOPSOIL when the sedlment pools no lonqer droins properly. make sure they are adequate% protected from erosion. lnclude final STRIPPING Do not spread topsoil While it is frozen or muddy or When subgrade Ts stabilization of these areos in the plan. Wet or frozen. Correct any irregulorities in the surface thot result from 3. The Controctor shall remove sediment from behind silt fence when it becomes Strip topsoil only from those areas that Will be disturbed by excavation, filling, topsoiling or other operations to prevent the formation of depressions or 0.5 feet deep ot the fence. Silt fence wi�� be repoired as necessory to maintoin o tiiAINTENANCE borrier. roadbuilding.or compaction by equipment. A 4 to 6-inch stripping depth is common, Water pockets. but depth va�ies dependin on the site. Determine depth of stri Ing by toking Periodicolly check oll graded areos and the supporting eroslon and 9 4. The Contractor shall fertilize, reseed as necessory. and mulch all seeded oreas sedimentotion control proctices, especiolly after heovy rainfolls. Promptly soil cores at severol locotions within eoch oreo to be stripped. opsoil depth Compoct the topsoil enough to ensure �ood contact with the underlying soil, occording to specificotions in the veqetotive plon to maintoin o vigorous, dense remove all sediment from diversion and other Water-disposal practices. lf generally varfes along a gradient from hilltop to toe of the slope. Put sediment but avoTd excessive compaction. as it increases runoff and inhibits seed vegetative cover. woshouts or breoks occur. repair them immediotely. Prompt basins. diversions, and other controls into ploce before strlppinq. germinotlon. Light packing with a roller is recommended where maintenonce of small eroded areos before they become significant gullies high-molntenonce turf is to be estoblished. 5. The Controctor sholl provide ground cover on exposed slopes or other oreos is an essential port of an effective erosion ond sedimentation control plan. STOCKPILING within 7 to l4 doy s or sooner of completion of any phase of qrodinge Refer On slopes and areas that will not be mowed, the surface may be left rou�h to the latest NPDES Rules dated August 20/l for more information on ground Select stockpile location to avoid slopes and natural drainagewoys, avoiding after spreading topsoil. A disk may be used to promote bonding at the interface stobilizotion requirements. Permonent ground cover is to be provided for oll traffic routes. On lorge sites, respreodinq is eosier ond more economicol when betWeen topsoil and subsoil. dlsturbed oreos Wlthin 7 to l4 doys or sooner folloWing completlon of topsofl is stockpiled in small piles located near areas Where they Will be used. construction or development. All stockpile areas used shall be stabilized with silt fence and seeded. After topsoil opplication, follow procedure for seedbed preparation, taking care to avold excesslve mixinq of topsoil into the subsoil. 6. The City of Monroe contoct is Llso Stiwinter.l704J 252-4569 Sediment barriers - Use sediment fences or other barriers where necessary to retain sediment. PREPARED IN THE OFFICE OFo ��►I� ■ .��,��`�N CqR�� PROJECTo :• ��-d��`%�i'L9,,,�i EROSION CONTROL =.'��-F��b��: : BEARSKIN CREEK GREENWAY - SEAL � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: � 6 1. 4 1. OC498..,• � N O T T � � C Q� E D E TA I L S =�• �'��$ �= ( E B- 5 01 1) This document, together with the concepts and designs presented herein, as an instrument ot service, is �,� ; 5/20/2016: � lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper ��c�' �'.FG �'' �� reliance on this document without written authorization and adoption by Kimley-Horn and Associates, lnco � � �- �-_ ��i�.<' ��• �N�.�' ��'�� shallbe without liability to Kimley-Hoi�n and Associate-4lnco F'�Oo BU�' �3U�8 - RA�EIl�H9 NORTH CARO�INA ��6�C �U68 i��P�c '' �pO,�� o� NUM�ER: sHEET Nu��EER: c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� '��v �� v�` o I I85 1007 EC-6 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD � O O � � � � O � 0 � 0 � � J Q � / � � N \ N � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED g°—o'� M Axi M u M HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL (6.51) VARIAB�E AS DIRECTED BY THE ENGINEER i j CONSTRUCTION SPECIFICATIONS / l. As syntl�tic fobric, use o p�evious sheet of nylon, polyester, o� ethylene yorn - extro strength S I�T �E N C E � A B R I C � l50 /b/l inch minimumJ - thot contoins ultroviolet roy inhibitors ond stabilizers. Fabric should be M I N I M U M 1 0 G A U G E sufficientty porous to provide odequote droinoge of the temporory sediment pool. Burlop moy be INSTA��ED TO SECOND � I N E W I R E S W I R E � R 0 M T 0 P M I N I M U M 1 2 �� G A U G E used f or short -term oppli coti ons. lt must be reploced every 60 days. � I N TE R M E D I A TE WI R E S 2. Cut fabric from o continuous roll to eliminate joints. \ 3. For stokes,use 5-foot steel posts. \ G R A D E 4. Space stakes evenly a�ound tl� pe�imeter of the inlet a maximum of 4 ft apart, and securery - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - drive tl�m into the ground, opp�oximately 24 inches deep. '=1 I 1-1 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-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-1 I I-1 I I-1 I I-1 I I- I I I-1 I I i� I I I-1 I 1= I_I I I I I I-I I I_-I I i i i I I I IJ I I-1 I I_I I I-1 I I-1 I I_I I I_I I 1=1 I I-1 I I-1 I L-I I IJ I I-1 I I_-I I I i i i I I 1-1 I I I I I I I I-1 I 1=1 I I -I I I_ i 5. Place a 2 foot flap of Wire mesh under the ravel for anchorin ' 1=1 I 1=1 �' i I 1= I I I-' 9 9• ' I I I I I: -I I I -1' I II I II I I 6. Fosten fobric securely to the stokes ond frome. Joints must be ove�lopped to the next stoke. � F R 0 N T VI E W 7. Tl� top of the frame and fabric must be Well beloW th�e ground elevation doWnslope from � �I I II I I I I I I I I� the d�o inlet to kee runoff from b p p ypassing the inlet. lt may be necessary to build a temporary dike on the doWn slope side of the structu�e to prevent byposs floW. �oteriol f�om within th�e � I I II I I :I I I I I I� s e d i m e n t p o o l m o y b e u s e d f o r d i k i n g. S T A N D A R D I Z E D ti i E T A L POST S 2' -0" lN GROUND �I I li i i I�„ � � i=i i il I I; 8. �57 Washed stone sholl be poid for ot the controct unit price per ton "Sediment Control Stone." � STEE� POST WOVEN WIRE FABRIC MAINTENANCE lnspect the fob�ic borrie� ofte� eoch �oin ond moke �epoi�s os needed. S I� T F E N C E F A B R I C GALV ANIZED HAROW ARE W lRE Remove sediment from tl� pool oreo os necessory to p�ovide odequote storoge volume for the EXTENDS TO TOP OF BOX z next rain. Toke core not to domoge or undercut the fobric during sediment removol. NOTE. � o USE SI�T FENCE ON�Y WHEN DRAINAGE AREA ;� � � FI�� S�OPE <� DOES NOT EXCEED 1�4 ACRE AND NEVER IN � z MErA� Posr � ��OR REPAIR 0� SI�T FENCE FAI�URES AREAS OF CONCENTRATED F�OW. _ �m�� N � USE REINFORCED SI�T FENCE OUT�ET DETAI� o �' GRADE �°�'°° ° o =1 I I-1 I I 'i -' � �,-; ; ;-=��''- �- ° ° °� � ; � g "-111-11 1=,r,- _ Ilr 6 MINIMUM COVER � �� I I I I I-�I I f i�I I�� i 8° /4 " HARDW ARE 2, � o � � �, _ -11 HI,�,;I OVER SKIRT =� 3. CLOTH � ,• I I I-i � �O � I-1�' \ �ANCHOR SKIRT AS — °� N �III °57 STONE ° o �� = DIRECTED BY ENGINEER =� � �� ° , O IIII III: o 0 0 Q ° p —� '= III: p� 2 � �� 3 �o �111,=111- � � �JC�Q � � /6" �� 0�� — S DE V EW ° � � � � —� � �p �� o ��X-b�•000C.b Q ° °�OC�Q��IpC�C� STANDARD TEMPORARY SILT FENCE 2� 2 — — � #57 WASHED STONE PLACED TO A HEIGHT OF l2"-l8" MIN. ABOVE TOP OF BOX � , �I�TER OF 1 INCH DIAMETER Q � ° � �j °�'°°o ° °� o° o oo°� � o°� o°�o��o°�� °� 8 �° o � 57 WASHED STONE� o � o0 0 00� o�o 0 o`c��o �oo �oo 0 °p° o o ° ° °� �g0 0 ��o � � o 0 000 0 0 00 00 (� o�� o� o.c. Max�MuM N 0 TE : � o° \�` � � o o°o° �� o � �° o o�, V ARIABLE AS DIRECT ED BY THE ENGINEER STEEL POST SI�T FENCE �ABRIC TO OVER�AP o°� o° � °Od��"" o o�O o o�'d-� ►�/OVEN INIRE FABRIC 0 o O ��o 0 HARDWARE C�OTH BY 12 INCHES o° �� o °�000 0��0° ° oo°O� ORAI�IGE,UV RESISTAI�/T, O o 0 0 0 �o °poo0o ��oo O p o0 0 o O O� HIGH-TENSILE STRENGTH, o� o 000 0o O �oo�° o o � � o 0 8 0 0 8 0 0°008 0 0 0�0 °o o AR I G IG POLY BARRICADE FABRIC fTYPICAU 0 S T E E � F E N C E P 0 S T — �� °�O g ° �°� � �°� � °� � �� °�� " �"� °� Vy�N�NG SIGN � � DO NOT NTER WIRE FENCE � \ � HARDWARE C�OTH � c � �SI�T �ENCE FABRIC �TEE� FENCE POST a z ON WIRE FENCE � HARDWARE C�OTH ON WIRE FENCE m p 3 FI�TER OF 1 INCH DIAMETER PLAN VIEW = � 57 WASHED STONE � N �E � �, � $ � �8„ �iii� �� i— — — — — — — — — — — — — — II _ i�1-111 I =��, — F�ow �iRECTioN sTEE� FENCE Po�T sET = III II- I 111— \�� f—_ o° � �j°p°� HARDWARE ��OTH � MAXIMUM 2 FEET APART III II ORAIyGE,W RESISTAI�IT, —� � a� �_ � = HIGH-TENSILE STRENGTH, �v o �RA�E � ��viRE �ENCE III II- I II I I I I I POLY BARRICADE FABRIC (TYPICAU =I I I= FRONT VIEVv I I I,— I; I—I _ - I I_ I_I I I-I I I- I- I- 1=1 I 1= I 1=� ��- '-' i I-I I 1=I I I-I I I-I I I-I I I-"'- '� � I I L S I D E V I E� , _,,-i_ - — ' -111��I1� in- � � �_ � �„ � � �—„ � I I 40° NOTES W ARN�NG SIGNS T 0 BE MADE OF DURABLE, VV EAT HERPROOF MQT ERIAL. S I D E V � E W I I S I� T F E N C E 3�" LET T ERS TO BE 3" HIGH MIN�MUM. CLEARLY LEGIBLE AND SPACED AS DET AILED. �J � A B R I C S/GNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. OVER�AP OVER�AP 4" PLACE A S/GN AT EACH END OF LINEAR TREE PROTECTION QND 50' ON CENTER THEREAFTER. �? �� FOR TREE PROTECTION AREAS LESS TH,4h/ 200' lN PERIMETER.PROVIDE NO LESS TH,4A/ ONE 'N�"Es ��c"�� " TREE PROTECTION AREA siclv PER PRorEcrioN AREA. ATTACH S/GNS SECURELY TO FEIVCE POSTS AND FABRIC. GRADE 4� �8� MA�NTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. -"'-"'=I11-111=11 3" DO NOT ENTER ADDITIONAL SIGNS MAY BE REQUIRED BY THE CITY OR NCDENR, � i � BASED ON ACTUAL FIELD COND�TIONS. 4" SIGNS SHALL BE lNCIDENTAL TD THE FENCE. -1 I 1=1 I 1=1 I I_ �=1 I 1=1 I 1=1 I 1=1 I I I I �_, ,,_ I =1 I 1=1 I I_ I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-1 I 1=1 I 1=1 I 1=1 I I-1 I I-1 I I 1=1 I 1=1 I 1=� �'_ '-' I I-I I I-� �I I 1=1 I I-1 I I-I I 1=1 I I-I I 1=1 I 1=1 I I_ I I -1 I I-1 I I-J �I I I- "'-' � I-1 I 1=1 i�-"'-"'-"'=1 I 1=1 I 1=1 I I� �-1 I 1=1 I I- 'i I I-1 I I- I-I I I-1 I 1=1 I 1=1 I 1=1 I 1=1 I I-1 I 1=1 � ° -I I I- I I- '�'' �T9: I I I-1 I I I-I I 1-i' W A R N I N G S I G N D E T A I L -111=1 III-III-111-111-111=111-111=111= I I �' 111=111� 1=111=1' 0 1=1 I I� I I-I I 1=1 I 1-1 � I-1 I I- �''" '-"'. o o _, IJ=1 I I-1I I I I-I I I- =1 I 1=1 I I I-I I I- i' '-' � �-I I 1=1 I I 1=1 I 1=1 I� N 0 T E: 1=1 I I�-1 I I-' � U N 0 T E: U '-I I I-1 _I I 1=1 I 1- USE SI�T FENCE OUT�ETS ON�Y WHEN ��11,=111=111-11 '11=111i��lll,��lll� BURY WIRE �ENCE, HARDWARE C�OTH, ACREN AN� AR ERE �s A�oWEAREA� 1u 4 FRONT VIEW AHJD TR NCHNCE �ABRic � iNCHE�� iNTo TREE PROTECTION FENCE DETAIL AS A REPAI�' �� SI�T �ENCE �AI�URES. SPECIAL SEDIMENT CONTROL FENCE/STANDARD SILT FENCE OUTLET PREPARED IN THE OFFICE OFo ��►I� ■ .`�,,��N'CqRp�O,�, PROJECTo . =� � °'`��g'�"��9��"= BEARSKIN CREEK GREENWAY EROSION CONTROL : ' z��A�°�': : REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: � 61 4 1 DOC49�.. � NOT T� SCA�E DETAILS - • `�1"��a - ( EB-501 1 ) This document, together with the concepts and designs presented herein, as an instrument ot service, is �,��; 5/20/2016 :� � lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper ��c�' �'.FG �'' �� reliance on this document without written authorization and adoption by Kimley-Horn and Associates, lnco � � �— �-_ ��i�.<' ��• �N�.�' ��'�� shallbe without liability to Kimley-Hoi�n and Associate-4lnco F'�Oo BU�' �3U�8 - RA�EIl�H9 NORTH CARO�INA ��6�C �U68 i��P�c '' �pO,�� o� NUM�ER: sHEET Nu��EER: c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� '��v �� v�` o I I85 1007 EC-7 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD c � � i U � � 0 0 � � � � 0 �r^ VJ � � C 0 � C 0 � � 0 c a� a� L � � a� a� � v C � � L O m I � O 0 � � , 0 � 0 � � O � � J Q � � 0 om H � C � H Z 7o��p rQ�� i-miz�=D =�zDm 2�0� z,�� . � Q H �DDD �� ' o ' z : � � < m mz r �' r H � � O = z u, � D � z � D � � � N 0 Z � mz z� � � a� n m 1607.01 0 om H � � �' z 70�Op �� z-I=D =�zym =U'oo z ,,._, � r- � • � Q H n D D D �� O � z ;, m � � m az �� r H � � _ � D � z � D ~ v r � v � C� � mz n � � � � � � m a �HEET 1 OF 1 1633.01 / SEDIMENT CONTROL STONE STRUCTURAL STONE 1' MIN FLOW B��11 NOTES 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE ENGINEER. 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER. 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE A �_ o o� � o o ��o �� 0 0 �o o�� o o"a D p�oD O� O O p p D.� O O� � o� o o�" o�'�' �o �'o� ��o o� �' �� o ��o �o �o o �� cp o o U o� o �°�° � � o 0�3 0� �' o o � o� o� o 0�3 o �� o � o ��o o � o 0 0 �oo o��.J o0 0 o0��0 �� D o� Cb p O p U p� D oo�� oo��o�� o�oo��o PLAN 2/3 CHANNEL WIDTH SECTION A-A � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: 0 N This document, together with the concepts and designs presented herein, as an instrument ot service, is � mtended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper N reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � shall be without liability to Kimley-Horn and Associates, Inco l{� Copyrlght KPmley-Hc�rn and Assoclates, Ince, 2(� 15 A NOTE USE CLASS B EROSION CONTROL STONE FOR STRUCTURAL STONE. USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL. 1' MIN �� 12" o �� o ��o��, H = 2' MIN � °�b°� ° � �o o ��o ��:>�� `''�' �� " � � ��o 0 �� o o� o,, o o ��o � - �- _ - SECTION B-B z O� H r � Q a rz-i�C='3V L.L J � �--� z OO�= z wQQ�= av°�� H cJ�H�OJ � � � a z , > °� 1 �� w� � o W v �a o � � � C� Z z W H Q z � O o H � v � _ z � H N �z 0 � c� H J J � W w> � cs 1607.01 z o� '"'' } H Qa Ho~C�U �J��z oo�= w Q Q � _ Q U � O H � CA��OJ O�CnQ z , j °c 1 �~ w� � o a a � � 0 �Y c� c..� z W I--I = Q �/ � o � p J p� 1-� o � z Y H C� � O _ � � H � J � C.3 Q W � � � W � SHEET 1 OF 1 1633.01 PREPARED IN THE OFFICE OFo ■ � PoOo BOX 33068 - RA�EIGHg NORTH CARO�INA 27036-�068 PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� � om H � C � H Z �CA�O r�T�� HZ�=D =�zDm 2�0� z,�� . � Q H nDyD �� o z � m � z a� � H � � H = � D �„� z Z D � � �o rD a� � z � � Z � 0 � 1631 . 01 0 om H � < � H Z 7��p �o�� z � = D _ � z D m =�o� z,��-n . � Q H � �DDD �� ' o z � m � � m az �v � � r � � � _ � D � z y D 1--1 � r� � o C'� � mZ n � � � � � � m �o 3HEET 1 OF 1 1633.02 MATTING IN DITCHES MATTING ON SLOPES TEMP. STONE DITCH CHECK ig" EXISTING (MIN.) GROUND BACKFILL s" �miN.� STAPLES ON ��\.�\ �� ` : ' � ��\��\ �� 1' CENTERS �Q IN TRENCH 5� �" MIN MATTING SHALL BE STAPLES ON PLACED IN TRENCH 1' CENTERS AND BACKFILLED IN TRENCH D IAG RAM OA DIAGRAM � NOTES: THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION. STAPLES SHALL BE N0. 11 GAUGE STEEL WIRE FORMED INTO A"U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1 INCH AND NOT LESS THAN 6 INCHES IN LENGTH. STRUCTURAL STONE � P Pv�� 0�,��OQ� 5 BACK � SLOPE � ISOMETRIC VIEW DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED z O� H � � Q Q rz-i � C.='.3 V L.L J � �--� z O O N = z wQQ�x QU��H Hx~zw cl�H�OJ � � � � z , > °� � ~ H ao , w 0 � o Z `� o � N z � Staple Check Pattern � Q 4 99 � � � � � Q a Z � H z Q ,R 99 ~ V Staple 4 � Z � �� D IAG RAM Oc � Q z � w NOT TO SCALE SHEET 1 OF 1 1631 . 01 NOTES: EDGE OF PAVEMENT USE CLASS B EROSION CONTROL STONE FOR STRUCTURAL STONE. THE ENGINEER MAY DIRECT THE OPTION OF CLASS A STONE FOR SITES HAVING LESS THAN ONE (1) ACRE DRAINAGE AREA AND A DITCH GRADE LESS THAN 3%. USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL. PLACE SEDIMENT CONTROL STONE AS DIRECTED. "'"T""'�L GROUND CROSS SECTION VEE DITCH ninT�mn� ;ROUND EROSION CONTROL DETAILS CROSS SECTION TRAPEZOIDAL DITCH ,,,��o`��CARp��,i � . � � ♦ '�� , q��;��b,� 9 �'. � ' Q�t,�E�bi�� : :_ � 64C 7BA7DOC498.;. � � � v�$/+.3b � ��'; 5/20/2016:' : •,�i��',�� cNG � NE�t'�`� �c�,��• ,,,, � � �u i i►i oO,,,, ------ -- FLOW � BASE OF DITCH SEDIMENT �12�� MIN. TRAP SILT BASINYPE� i '---------� 4'-6" ELEVATION VIEW F'� _i�'_; I z o� H � H Q Q H��V ��z oo�,= wQa'�= Q U � O � � c~i��,�o� O�CnQ z ,j°� 1 a~ �..�..� � � o 00 a � � � 0 �Y c� C� z W H .� Q V � o � p J �C F-I � � z � � C� � O _ � Cn } H J � W � � � W � 3HEET 1 OF 1 1633.02 BEARSKIN CREEK GREENWAY ��°T T° ��A�E (EB-501 1 ) JOB NUMBER: 0 I 185 1007 SHEET NUML'ER: EC-� DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD C � � � � I U N I � O O � � � O � � � � � c 0 � � i c 0 � i O C � a� L c� � � a� L v C � � L O m I � O 0 � � � 0 � 0 � � 0 � � J Q � � J—HUUK �IETAL STAKE SILT FENCE J -HOOK PLACEMENT �� ,� J—HOOK �t�'� � � c�� fAS NEEDEDI / L�.L / VJ/ J 1J/ r'�/�LSI ��ACENrcr ayo e�Na Ar TOP �ITH �IRE. NOTESo U USE SILT FEIVCE J—HOOK PLACEMEIVT AS IVEEDED TO DIRECT RUN—OFF TO SILT FENCE OUTLETS AND PREVENT ACCUMULATION AND UNDERMINING OF SILT FENCEo 2) J—HOOK PLACEMENT WILL BE CONSIDERED lNCIDENTAL TO THE TEMPORARY SILT FENCE UNIT PRICE � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BY: O N This document, together with the concepts and designs presented herein, as an instrument ot service, is � mtended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper N reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � shall be without liability to Kimley-Horn and Associates, Inco l{� Copyrlght KPmley-Hc�rn and Assoclates, Ince, 2(� 15 STONE FILTER INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION Stee, r�� + Vyoshec _ . _. Across Pipe lnlet Upstream ��_�__ End of n _�� i — � .`. ' • ,e � o � � - �� . v ' • . v' • �.' . . . . ,• � .� �•s .. ., . , a ��c • � °• �.' • _ � �. , �' -� : ,. , ,. . . a �•o � o ,�, �, ' .�. � � ,,s . . ' � .'o • . . ° • . ' ' - �� , e �. v �rdware Cloth f lOW l/3 Pipe Di ameter STONE FILTER INLET PROTECTION WILL BE CONSIDERED lNCIDENrAL TD THE CONTRACT UN�T PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION. NOTEoUSE SEDIMENT TUBES AS NEEDED TO PREVENT SILT AND DEBRIS FROM ENTERING INLETS DURING CONSTPUCTIONo � �� R �H�� PROTECTION (SEE DETAIU t NI I Ub't !T FENCE -EDED) GUTT Fl� 'EIGHT ED SEDIMENT iUBE Sedirnent Tubes ��Icter�a s Use sediment tubes that exhlbit the following properties: Produced by a Manufacturer experienced in sediment tube manufacturing. Composed of compacted geotextiles, curled excelsior wood, natural coconut fibers or hardwood mulch or a mix of these materials enclosed by a flexible netting material. Do not use straw, straw fiber, straw bales, pine needles or leaf mulch under this speclfication. Utilize an outer netting that consists of seamless, high—density polyethylene photodegradable materials treated with ultraviolet stabilizers or a seamless, high—density polyethylene non—deqradable materials. Insi�ll.;ticn: Install sediment tubes lying flat on the ground, wlth no gaps between the underlying surface and the sediment tube. Inspection and Maintenance: sedlment tubes may be temporarily moved during construction as needed Replace sediment tubes damaged during installation as directed by the Inspect�r or Manufacturer's Representative at the contractor's eXpense. SEDIMENT TUBE "SILT SOCK" NOT To scA�E PREPARED IN THE OFFICE OFo ■ � PoOo BOX 33068 — RA�EIGHg NORTH CARO�INA 27036—�068 PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� EROSION CONTROL DETAILS 2 5 4 5 F 7 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION T.r .. .. .. 4. „� �+� � � � � � �' ��` Storm Drain / •�. � • - - , . a , d ' v . a . a • , . �. o ��. � .�... � _ ' � , a '," , d ' 4 a '�v ' . . °• . • . . � � • . . , . . .. ,' _ ,. . � _ � a , a d ' 4 � � .' . � ,' d . .. a .�o � . °. ' a ' • • • . � _ . . . , • , . • _ • a � v � — — — — — — � Bur Bottom of Pl ood � ° Y Yw 3/4 Exterior Plywood PLYWOOD INLET PROTECTION WILL BE CONSIDERED lNCIDENrAL TO THE CONTRACT UN�r PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION. LOOPS SIZED FOR �,\ 1" REBAR. LIFT I FILTER BAG FROM INLET USING REBAR FOR HANDLES. OVERFLOW HOLES & (OPTIONAL) � � GEOTEXTILE BAG --� 1 /4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT � ISOMETRIC VIEW INLET GRATE LOOPS SIZED FOR 1" REBAR. USE � REBAR FOR A HANDLE � TO EMPTY FILTER SACK AT A � SEDIMENT � COLLECTION , LOCATION. i i�=�i ' 2"X2"X3/4"� RUBBER \ � p BLOCK (TYP) Fp�h � ,� D < � • iy, L ��p't'r� � . � L �� L, 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT EMPTY FI�TER SACK WHEN BRIGHT�Y CO�ORED EXPANSION RESTRAINT CAN NO �ONGER BE SEEN. GEOTEXTI�E WI�� BE A WO�EN PO�YPROPY�ENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TAB�E. AN 01� ADSORBENT PAD OR PI��OW CAN BE PURCHASED WHEN 01� SPI��S ARE A CONCERN. INSPECT PER REGU�ATORY REQUIREMENTS. THE WIDTH, "W", OF THE FI�TER SACK WI�� MATCH THE INSIDE WIDTH OF THE GRATED IN�ET BOX. THE DEPTH, "D", OF THE FI�TER SACK WI�� BE BETWEEN 18 INCHES AND 36 INCHES. THE �ENGTH, "C', OF THE FI�TER SACK WI�� MATCH THE INSIDE �ENGTH OF THE GRATED IN�ET BOX. SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACE. � � � � � � � > L� E�E�ATION VIEW PROFI�E VIEW OF INSTA��ED FI�TER SACK LOy� TO MODERATE FLOy� GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE ASTM D-4355 80 % APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLO�J RATE ASTM D-4491 40 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 0,55 SEC -1 MODERATE TO HIGH FLOy� GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST ETHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 L65 UV RESISTANCE ASTM D-4355 90 % APPARENT OPEN�NG SIZE ASTM D-4751 20 US SIEVE FLO�y RATE ASTM D-4491 200 GAL/�v11N/SQ FT PERMITTIVITY ASTM D-4491 1,5 SEC -1 FILTER SACK INLET PROTECTION NOT To scA�E .��N' �A R��i ��. .`��,-�� C �'��U�,.L'y�� : : � ��:. : . . - �� 66 C447�B17DOC498.T � � � 024436 - : '. 5/20/2016 ' : ��.;-�',c' �c�;G I NE�'�'' �`��.`�` ,,,, � � �u i i►i oO,,,, PROJECTo l/3 Pipe Diameter BEARSKIN CREEK GREENWAY �°� �° ��'�� (EB-501 1 ) JOB NUMBER: 0 I 185 1007 SHEET NUML'ER: EC-q DocuSign Envelope ID: 8E37AC12-C448-487E-A517-B9236341BACA SHEET N0. PS-1 PS-2 PS-3 THRU PS-6 SYMBOL : T2 T3 F ROM I C EMO RLE E STRE ET TO DESCRIPTION PAVEMENT MARKING & SIGNING PLAN TITLE SHEET E SHEET PAVEMENT MARKING & SIGNING PLANS BEAR SKI1� CREEK PA VEME11 t T MARKII�G SCHED L�LE DESCRIPTION FINAL PAVEMENT MARKINGS THERMOPLASTIC (4", 90 MILS) YELLOW EDGELINE THERMOPLASTIC (24", 120 MILS) WHITE STOPBAR HIGH-VISIBILITY CROSSWALK THERMOPLASTIC (4", 120 MILS) TD WHITE 3' - 9'/SP MINI-SKIP TE WHITE SOLID LANE LINE TH YELLOW SINGLE CENTER TI YELLOW DOUBLE CENTER UA THERMOPLASTIC PAVEMENT MARKING SYMBOLS (90 MILS) LEFT TURN ARROW ROAD WA Y STAI�DARD DRA WI1�G THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS„ _ PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 904.10 904.50 1205 . 01 1205.02 1205.04 1205.05 1205.07 1205.08 1261 .01 1261 . 02 1262.01 � O N \ \ � TITLE ORIENTATION OF GROUND MOUNTED SIGNS MOUNTING OF TYPE 'D', 'E' AND 'F' SIGNS ON 'U' CHANNEL POSTS PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - 2 LANE AND MULTILANE ROADWAYS PAVEMENT MARKINGS - INTERSECTIONS PAVEMENT MARKINGS - TURN LANES PAVEMENT MARKINGS - PEDESTRIAN CROSSINGS PAVEMENT MARKINGS - SYMBOL AND WORD MESSAGES GUARDRAIL AND BARRIER DELINEATOR SPACING GUARDRAIL AND BARRIER DELINEATOR TYPES GUARDRAIL END DELINEATION S KYINAY D RIVE GEI�ERAL 1�OTES PROJECT REFERENCE NO. SHEET NO. EB —50/l PS —1 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. PAVEMENT MARKING NOTES: INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE AS THERMOPLASTIC AS FOLLOWS: 1) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. 2) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. 3) STOP BAR LOCATION AT NON-SIGNALIZED INTERSECTIONS MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER. 4) UNLESS OTHERWISE SPECIFIED, HEATED-IN-PLACE THERMOPLASTIC MAY BE USED IN LIEU OF EXTRUDED THERMOPLASTIC FOR STOP BARS, SYMBOLS, CHARACTERS AND DIAGONALS. IF HEATED-IN-PLACE IS USED, IT SHALL BE PAID FOR USING THE EXTRUDED THERMOPLASTIC PAY ITEM. SIGNING NOTES: 1) IF REMOVAL OR RELOCATION OF SIGNS ON PRIVATE STREET (NON-STATE MAINTAINED) IS REQUIRED DUE TO CONSTRUCTION, THE CONTRACTOR SHALL INFORM THE ENGINEER. THE WORK WILL BE COMPLETED BY CITY. 2) WHEN EXISTING SIGNS ARE REMOVED AND INSTALLED ON NEW SUPPORTS, THE RE-ERECTION SHALL IMMEDIATELY FOLLOW THE REMOVAL. 3) THE BACKGROUND FOR TYPE E SIGNS SHALL BE TYPE C REFLECTIVE SHEETING. 4) WHEN NOT STATIONED OR DIMENSIONED ON PLANS, ALL ►►E►► AND "F" SIGNS SHALL BE FIELD LOCATED BY THE ENGINEER. 5) SIGNS SHALL BE FURNISHED BY THE CONTRACTOR. 6) RETAIN ALL EXISTING SIGNS NOT SHOWN ON PLANS TO BE REMOVED, REPLACE, OR RELOCATED UNLESS OTHERWISE DIRECTED BY THE CITY. S UMMAR Y OF QUAI�TITIES DESCR I PTION NO . SECT . NO . I TEM DESCR I PT I ON QUANTITY UNIT 4025000000 901 CONTRACTOR FURNISHED, TYPE E SIGN 85 S.F. 4072000000 903 SUPPORTS, 3-LB STEEL U-CHANNEL 330 L.F. 4102000000 904 SIGN ERECTION, TYPE E 27 E.A. 4155000000 907 DISPOSAL OF SIGN SYSTEM, U-CHANNEL 1 E.A. PREPARED IN THE OFFICE OFo � � PoOo BOX 33068 — RA�EIGHg NORTH CARO�INA 27�36-30�8 PHONEo (9 I J) 677-2000 FQXo (9 19) 677-2050 PE Noo F—o ioz CO 2016 ��O��H' CA R p� �i�� .o� ,..........� �. ♦ =��o�u�ia�n�dlb� � �'9 �� ,• �,ti .. . : 9��.oav�� : • _ . SEAL � _ _ � 661C.47B'17 0 498... � = . U144°�6� - % �: 8/23/2016 � � � �;�.Fti� �,�;��. .,,� INE .: �. ,,,, � �v�i i►i �0�,,. DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD � N \ N � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 401 QUANTITY REQ'D 4_ 406 QUANTITY REQ'D 4_ • Wl 1-15 W 7-5 30" X 30" 18" X 18" �NE "U" POST PER SIGN ONE "U" POST PER SIGN 402 QUANTITY REQ'D 2_ 407 QUANTITY REQ'D 2 O - - Wl b-7P Wl-5R 24" X 12" 18" X 18" MOUNT BELOW SIGN #401 IN 8 INSTALLATIONS ONE "U" POST PER SIGN 403 QUANTITY REQ'D 2_ 408 QUANTITY REQ'D 2_ O - AH EAD Z� 1 X 9�„ Wl-1 R 18" X 18„ MOUNT BELOW SIGN #401 IN 8 iNSTALLATIONS ONE "U" POST PER SIGN 404 QUANTITY REQ'D 5_ 409 QUANTITY REQ'D 2_ N O R5-3 MOTOR 24" X 24" Wl-5L VEHICLES 18�� x '$�� ONE "U" POST PER SIGN ONE "U" POST PER SIGN 405 QUANTITY REQ'D 4 _ �� R1-1 STOP ,8--X,8„ , ONE "U" POST PER SIGN TYPE II E II SIGNS PREPARED IN THE OFFICE OFo ��►I� ■ .��,��`�N CqR�� PROJECTo . �• �. -••'�o��„bv� �9 ��. �E�e ��oee RE��S�oNe oaTEe oRaWN �Y: �HE�KEo BY: PAV E M E N T MA R K I N G AN D =:'��E�b� �: : B EA R S K I N C R E E K G R E E NWAY ) � 1 7B17DOC498..f', � SIGNING PLAN = � ��4�° � (EB-5011 ) This document, together with the concepts and designs presented herein, as an instrument ot service, is �,� �. �/20/2016 :� : lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and fmproper ��c�' �'.,. G �:' �� reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inco � � �— �-_ ��i�.<' �• �N�.�' ��'�� shallbe without liability to Kimley-Hoi�n and Associate-4lnco F'�Oo BU�' �3U�8 — RA�EIl�H9 NORTH CARO�INA ��6�C �U68 i��P�c '' �pO,�� o� NUM�ER: sHEET Nu��EER: c�,�yr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 � PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� '��v �� v�` o I I85 1007 PS-2 DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD O O � � N \ O N \ � DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD O O � � N \ O N \ � DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD O O � � N \ O N \ � DocuSign Envelope ID: OC39000E-055F-4B35-B612-7F67235791 DD O �1 c a � � i o, Q i � 0 0 � � 0 � � � � � c 0 � � c 0 � � 0 � c a� a� � c� � a� a� � c� c � � � 0 a� m � 0 0 � � 0 � 0 � 0 0 � i J Q � � � � N \ O N \ � ODOCUMENT NOT CONSIDERED FINAL 4O2 �Q.� 4O3 /__� UNLESS ALL SIGNATURES COMPLETED � ti� � � —Yb— STA 14 + 38 RT � —Yb— STA 15 + 21 LT A�/ CITY OF MONROE —Yb— STA 14+21 LT INSTALL SURFACE DB 5018, PG 634 MOUNTED FLEXIBLE � PC F, PG 53 401 � DEUNATOR 4'� 1 /�� PARCEL ID 09229097 O / / � � � .� �,. j:�� ,� � � —L3— STA 89 + 45 LT � �� PO � 4�6 /�f�� TI � UA � lV O -- ,`�ii?�� :, % � 7 � 4 4 � � —L — I �� O� �z�� \ �� ` - Y6 - STA 16+90 . 00 � 3 ��,��G��'S � END TI TE � `, � SEE NOTE 2/PS-1 �" �A `l� / � i� / , � � ' � � � � � -L3- STA 89 + 49 RT S � ��'� � � � / - _ _ �o,,.^� X � (U N/F ao� � . .�, �� (� CITY OF MONROE L�.05 DB 5018, PG 634 � � PC F, PG 53 TH �, � - Y6 - STA 15+40 . 00 -L3- STA 9� + 15 LT PARCEL ID 09229097 TB ;' i � -Y6- STA 13+80.00 T� END TD END TD TI �-`� I • � O ^�) 4O rj CITY OF MONROE / - Y6 - STA 12+g0 . 00 '( DB 130, PG 220 � BEGIN TB � � 9O BEGIN TE S`O / PARCEL ID 09229014 v END TE O T3 � -Y6- STA 14+40.00 � � BEGIN TD 6� Q �� T3 BEGIN TI TD � �� `� 0�` � END TB � -L3- STA 91 +30 LT �, `�P, TD G�� i, TB �.. � � TH 408 �V � � � O ` Q - �� i�' , ` � -Y6- STA 11+30.00 � �,, � � � � � �' � � T 1 i � -�. � BEGIN TE TI UA �P -L3- STA 90+18 RT � SEE NOTE 2 / PS -1 TE \ �,�.��a � � \ � � / � S �o� � 404 � � N/F � ' � � � � �. UNION COUNTY \ DB 413, PG 593 \ PARCEL ID 09229020B � 406 \ �-' ua O / i / - —Yb— STA 14 + 81 RT \ -° INSTALL SURFACE � �� MOUNTED FLEXIBLE � � � //� �" 4�1 DELINATOR � —Y6— STA 13+99 RT � � �� Yb— STA 13 + 00 RT � 4 � 1 N/F � 0 � � � �/ � O CITY OF MONROE �� DB1401,PG172 �, �� 'S.� �,�� PARCEL ID 092290115B 403 �a PAVEMENT MARKING LINES & SYMBOLS TB - THERMOPLASTIC (4" YELLOW, 90 MIL) YELLOW EDGELINE TD - THERMOPPLASTIC (4" WHITE, 120 MILS) 3' X 9'/SP MINISKIP TE - THERMOPLASTIC (4" WHITE, 120 MILS) SOLID WHITE LANE LINE TI - THERMOPLASTIC (4" YELLOW, 120 MILS) DOUBLE YELLOW CENTER LINE TH - THERMOPLASTIC (4" YELLOW, 120 MILS) YELLOW SINGLE CENTER LINE T2 - THERMOPLASTIC (24" WHITE, 120 MILS) STOP BAR T3 - THERMOPLASTIC (24" WHITE, 120 MILS) HIGH-VISIBILITY CROSSWALK UA - THERMOPLASTIC (WHITE, 90 MILS) LEFT TURN ARROW PREPARED IN THE OFFICE OFo ��► �� GqRO� �� HORIZ PROJECTo ♦ � • • . /,j,�� ■ �. p .,.•• ... . ,. � 0 0 4 0 PAVEMENT MARKI NG AND ;-' -o ��•:�'-: : ��a,�: : BEARSKIN CREEK GREENWAY REVe No.: REVISIONe DATEe DRAWN BYe CHECKED BY: � � 6 1, 4t 1� C498. . � SIGNING PLAN : . ��4�3� = VERT (EB-5011 ) This document, together with the concepts and designs presented herein, as an instrument of serviceg is �� /20/2�1 6� : Intended only for the specffic purpose and client for which it was preparedo Reuse of and fmproper ��F �'• �i Q,`�:'� � . re�iance on this document without written authorization and adoption by Kim�ey-Horn and 4ssociates,�nco PoOo BOX 33008 - RA�EIGHg NORTH CARO�INA 27C3C-30�8 ��,t��•••,�,',INE,,.•�� 0 4 shall be without liabilit to Kimle Horn and Associates, Inco � F �♦ �oB NUMBER: sHEET NUMBER: copyr�gr,+ K�miey-H�rn ana asso� a+es9 m�e9 2o i5 PHONEo (9 I 9) 677-2000 FAXo (9 I 9) 677-2050 PE Noo F-o ioz �� M��` 0 I I85 1007 PS-� �J% 57 56Q � z 0 a Z � � � �r"� �� r — � �,_9» EXTEND SAFETY RAILING ,�ND MEET WITH tXl� I 1!V(.i tih�lll(it i�,AIL PR�POS�D SAFETY RAILING TO BE INSTALLED 1'-fi" FROM TRAIL E�GE SEE A/S-1�3 $, _3„ EXI�TING GRA�E S�`REAM FAGE OF WALL -� Q a �r� «.��.��-� r� �� y \� � 1 � i_�n � IIVSTALL Y" THICK EXISTING BRILIGE EXPANSION JQINT MATERIAL THAT WINGWALL C�MPLiES WITH NGi�flT J I HiVUP1tCUJ EXISTING BRIDGE WINGYJALL y1+ ��4' BEGIN WALL -L3 - STA. 70+9�.41 -SEE 1/ 5-103 INSTALL Yz" THICK EXPANSIQN J�I�I7 MAY�RIAL THAT c+a�nP�i�s w�rH r�c�or STA�IDARDS EXTEND SAFETY RAIL�NG AI�D MEET 1NITH EXISTING BRIDGE RAfL ��4 =n'} j � s'�6� � . 7 � +50 �� • I t�t�UNUStu �i�UE I I I � � � TRAIL FACE OF I�ALL = I II L 91 � � �:�, r�, � -- =----___�__ � ,�;,, : _ _ a - -- � ____� ____�_�__________________�_______.�- �,�- 30'-9" � z w � � � �o m �� w � l S-141 �'i'1:1��;.�'�'�i� STREAM FAGE OF WALL P Rfl FI LE seA�E. �p = �,_Q» ��f �� . � -L3- 1 � we►i � �u►1 �i e�i L T 11'-'�`L !� t � ! 1 L.r\1 \ 5-101 SCALE: �" = 1 �-0" 1 �,_3» TRAIL fACE OF WA�'L 47' -3" �f_�n � PROPOSED SAFETY RAI LI NG RW1 SCHEDULE FOR SECTI�NS WITHOUT GE4GRID REfNFORCEMENT WAI I WALL HEIGHT S�CTION "H" a z,_�,,, �} � � 1 `-4" � p,_$,. Cr„'nn V 7 END WALL —1 �— �TA 71 �7d d7 ��.. .r R,,. . , � , ,. �� 1 6U��Qn �� WA�L RWi SEGMENTAL WALL SCHEDULE WALL WALL HEIGHT REINF. REINF. REfN�. REI�J'�. SECT�ON "M'" LAYERS LOGA�ION 'Y' LENGT4i "X" TYPE � 6'-D" � 0'-8" 4'-6" 3XT 2 2'-Q" �'-6" 3XT 3 3'-4" 4�-6" 3XT 4 4'—g" 5'_U" 3x i � 5'-4" 1 1'-4" 4'-6" 3XT 2 2�-8� 4�-6" 3X1 3 �` a„ �'-o" 3xT � (� j 4`-8" 1 1'-4" 4'-6" .5X1 2 2'-8� 4'-6" 3XT 3 4'-D" 4'�6" 3XT '4(� �'-a°' � a'-a°' 4'-0" 3x�r Z 2`-[}" 4'-�" 3XT 3 3'-4" 4'-0" 3XT (�? 3'-4" 1 1`-4" 4'-0" ,3X1 2 2'-8" 4'-0" 3XT � �j 2'—$" 1 0'-8" 4'-0" .�XT 2 2'-0,� 4�-�0„ 3XT 3TU 5F fN IIIf,4LL R1N1, IIV�LtJL?ES �AI' t3LUf:ItS. WALL HElGFiT DOES �l�T IfiICLUDE CAP �LdCKS. � � Q � v � Z Q W � Pra ject No.: �0�4.o�s Issued '�or: cvNsrr�ucT�aN Issued Q te: Q5,�25 f 2016 Drawn Sy: MRY Ci�ecked By. WEG Sheet No.: � � � � J"IVI I %o � � � c0 �j � + 1.(�} C7 � n J Ja �� Z l w � —� O m � }"� 14'-3" 81 +0� ` !. � _ f�— � 37'-fi" 81+50 EXISTING GRADE BACK FAC� ClF WALL _� __�,_�-__^____�_�___-__�__�.__�_PR(3PdSED GRADE � ______________ ____� --_.�._�__ r� � � ,� TRAIL FACE OF WALL --�`� '��' r:� . s�� 12'-9" _____� � a� �_� — _ I d'_�" I �fl'_n" I �1'._.O" I �'_�" I �'—O" I I �'_�" 82+�0 .. . ,—e--r. , e„ „ e . �., � -, / .. . ., � r WALL HEIGHT D(}ES NQT INCLUDE CAP BLaCKS. � ( r � n � W i� ,* � �V �1 `,l r� `� q� ��''��4 . 1 Y .�k-�� ' � Z :� . '� 4 � � :� : � G � .. � w� v �� ^� ' � - �J � � A_ � � � ! � C � L � � �' - �-I.�� - �� ,�> �'-� �V '_. -r-�:. ��5,t'��, 4V1'�f�o',��i : = 0��; ��c;�� - l'• _ ! "" ""I - .6`�, _.tl ' i�'�:(;�6dk'�`�'-'�,,;: , -,,'�Q �. � �R�t�,,-,, ��+� �„� f16 � �! ol CV J _J Q � C.7 Z � � � H W � PraJeet �to.: �a � �.o � s �S��a �o�: CONSTRUCTI�DN fssued D te: a5%25/2a � s Drawn By. MRY Checked 8y. MEG Sheet No.: C` 'I �1 � J� I VL GEOGRID SOIL EINFORCEMENT �� Q U 0 � c � � � U [3C C? � z w � .� CONCRET'E LEVELING PAD (LAYER 3} {LAYER �) {LAY�R 1) REINFORCED FIL� AREA FINISHED GRE�NWAY TRAIL FREE DRAiNING GRANULAF FILL »� n (REINF�RCING LENG�H} NON-CORROS�UE FIBER GLASS PINS 4" c�,� uN�T $" STA�JDARD UNIT ' � n IAICTAI E r_rnTnrru r I�, ,'_n" I ��..d�l1LL VL.,�L,.��k`L I� FABRIC Wf C4MPACTEQ FlLL � TYPlCA� REINFC�RCED SECTIQN S-1 �3 SGA�: N.T.S. f1 $ N �I /'� STANDARD [JNIT i� � � � C — — . � . . —I�� f�s��;�—�� -��-��. ��, �� =1 I I�f I�—I i 1=1 I I—! I I—I I f-1 � I�I I I—I ! 1�1 I ;��,�� ;��=��-�� -��—��- �� ,��—�� ,� —�� ,�, �, n CONGREiE LEVELII�G PAD SCALE: N.T.S. NOTES: L�1/ELING PAD SHALL BE CO�JSTRUCT�[� 4F 2,540 PSI UNREINFORCED CQNCRETE. THE BA�E FOUNDATION SHALL BE APPR4VED BY THE GEC7TECHNICAL ENGINEER PRIOR TC► P�ACEMENT OF THE LEVELlNG PAD.. 3" THICK ur�REiNFo�cEa CONC. LEVELIN� P�4D EX�STI�JG GRADE VARIES F" THIC:I{ C�NGRETE LEVELING PAD �-1'-�" 57EP SHOWN �MAY BE ANY IhJCRE�tENT OF 8") LEVELING PAD STEP ELEVATIaN SCALE: N.T.S. 'A S-143 TYP I CAL SA�ETY RA� LI N G S ECTI 0 N SCALE: N,T.S. � i � .� 1'-0" a d' SQUARE � NON-GORR�SIVE k IkitK IiLAJ�S F'IIVJ 4" CAP U N �T 8� STANDARD uwir FINISH�D GREENWAY TRA�� (2) - 4" CAP �� _ 8�� A -1 �,_o� �coNc.� CURg • 'a � FREE DRAINING GRAN UiAR FILL REINFaRGED F4LL AREA REPLACE RfP RAP �L(}PE EXISTING r-�r1sSTreaT�I1� I T11"� 1"1 a 1"1 nri l Af F'KU I t� I IVfV --7 Kll-' hCHr C�KHUt % �� / �- GEOGRID SOIL � REINFORCEM�NT (LAYER 3) —r �v�n (REINFORCING LE�IGTH) a. L 1 R � 1 -� � T�� INSTALL GEOTEXTILE �d�'1iC��E FARF�II: W� LEVELING PA� "' �"' COMPACTED FILL � TYPICAL REINF�3RCED S�CTI��J -t 03 SCALE: I�.T.S. T4P QF WALL STEP SCAL.E: N.T.S. c� r� D —D �" STAN DAR � Jhl IT c' c" V —u o� w � w � � _ � o_ _ �' r FINfSHED GRADE A �TYPICAL SAFE fY �A►ILING ELEVATlON �1fl3f ------ SCAL.E: N.T.S. CONCRETE FOOTING G�AVEL BASE �� c� (LAYER 2) o J � z U � O L.� L W � (LAYER 1) `"` , NOTES: �N �iT� i�n�� IVni Sf 11TAR1 F FC�f; ll�F IPJ RFTAII�JIN� WAL LS. WALLS ARE T� BE BACKFILLED WITH IMPORTED GRANULAR MATERIAL HAVING THE PROPERTIES LISTED J�J �H� GEOT�CH�JICAL REPORT BY STEWA�T ENGiNEERII�G, PR4JECT NO.: G 14088.0� GEOTEXTIL� FABRIC IS TO BE INSTALLED AT BELOW iHE BOTTOM LAYER �F ALL REfAINED SQIL. A aRAIN PIPE IS REQUlRED IF GROUNDWAl`ER IS ABOVE TF�E BOTTOM OF THE FO�TING. KEYSTONE SEGMENTAL REfAINING BLOCKS TO BE USED AS PE� DESIGN. MIRAFI XT REINFORCEMENT USED FOR DESIGN PURPOSES. CQNTRACTOR SH,ALL USE REINFQRCEM�NT OF EQUIVALENT OR GREATER STRENGTH. NOTES: AI !_ ('nNrRFTF T(l RF :�:�!](l P�S_I: C;fIf�PRFSSIVF' '�TRFNCTH_ PIPE T�} BE 1-5/$" MAX. O.D. STEEL PIPE. ALL JOINTS TO BE WELDED ALL AROUND WITH A 1 f 4� FILLET MINIMI�M OR GROOVE YVELDE� WHERE APPLICABLE, IN ACCORDANCE WITH AWS D1.1. ALL WELDS TO BE GROUND SMOOTH T� THE TQUCH. AFTER INS�AL�ATIOhI PAINT ASSEMBLY WITH 1 COAT MEfAL PR�MER AND 2 COATS BROWN I�LL W�ATH�� ENAMEL OR AS DIRECTED BY TH� C1iY. Q Z � C3 � � � � Z w 0 C]! Z O � � Pro ject No.: 2014. � 1 fi Issued F'or: CONSTRI�CTION Issued D te: 05%25/2�16 Drawn By. Y�1 C�eciced By. YEG Sheet No.: c � i� � � � � U� COI�CREfE MUILTI-USE PATH 555 55Q 10' WI D CONCRET MULTI-US PATI w.P. �� BEG9N BRIDGE E�EV. = 56Q.23' STA. 77+45.00 FI LL --� .^� � � _ � �, � `�_ ��XISTI�JG GRADE q n n 4 a a a a4 � d d d Q A �a a _ a` 4 a Q Q 64 ABUTMENT 1_ TOTAL BRIDGE LENG�H = 50`-D" {FILL FACE TQ FILL FACE) PREFAB. BRIQGE LEN�GTH = 4$�-D" —1.OQ% GRADE -- � � � � � � � � � � � a � `� � � � � ��- - E�(PECTED BEDROGK ELE1J. = 55�' PER GEOTECH REPORT � ' IN.P. �a BEGIN BRIDGE r� �. r. r.r Y r. ��r. . r. r R• t'ILL I'Rf.;t RI R�SU I Mt9`Vl l IVU. I STA. 77+45.OQ � PR�4FILE ALUNG � OF GR�ENWAY 5-1�4 SCALE. 3,/8" = 1'-0" . '� BRIDGE AND G�EENWAY � — � � � AI�C yp � PEDESTRIAN BRIDGE PLAN ,J— I 114r �CMLC. J�C�A = � ��n � �� ' � � � � � / �� / f � � EXPECT�D BEDROCK ELEV. = 552' PER GE�QT�C�i REPORT d n de 9 a d -0 a 4 n 4 4 � d a a 1 a � � a 4 1�°a -�f �� ABIJTMENT 2 %OtUll W.P. �2 END BRID�E ELEI/. = 559.73' �TA. 77+95.Oa FI LL � � � ` � i ! j � f � - rvicri�ir �oknr �niaiiirv vi�nu� - � - � � CONCRETE � MUILTI�-USE PAT � � � � � � � ' � E . �„ .� IVV.L � z � � Q r � c� c`� � w � [� Z O � � Project Na.: �� 14.4 � 6 Issue� Far: CaNSTRUCI`ION Issued D te: os��s/2a � s [}rawn By: YitY Checked By. YEG Sheet No.: c� � n � I � I � � #4V11 9'-6" WING WALL �,_6� #4V12 �.� <� ��, -° ' ' 2,_�„ #4V4 1'-10" #4S1 (8) #4 V4-V11 BARS � 12" CTS. EA. FACE #5v2 4V3 �452 �.�:��1��:,%��1��tl . ; � 3"� PVC PIPE � AT EQ. SPAC (8)#4A3 (STREAM FACE) - #5V1 - #4S3 (17) #4A3 WORKLINE � BRIDGE & GREENWAY 3 14'-0" s-� 05 - GRADE POINT 7�—�u ' #4A1 (EA FACE) 0 #6H1 @ 1 12" CTS. (IYP.) (14) #6V1 AND #6V2 AT 12" CTS. (14) #4S 1, #4S2 AND #4S3 AT 12" CTS. 2 ELEVATION S-105 SCALE: NTS 9'-6" WlNG WALL 2,_0„ �,_6„ #4A2 #4A4 �#4A5 (FILL FACE) Y U 0 � � zo _ �Z � � Y NOTES: THE SPREAD FOOTING AT ABUTMENTS ARE DESIGNED FOR A FACTORED RESISTANCE OF 5 TSF. CHECK FIELD CONDITIONS FOR THE REQUIRED RESISTANCE OF 11 TSF JUST BEFORE PLACING CONCRETE. TO PROVIDE PROTECTION FROM POSSIBLE SCOUR, DO NOT CONSTRUCT SPREAD FOOTING AT ABUTMENTS AT AN ELEVATION HIGHER THAN SHOWN ON THE PLANS. KEY ABUTMENT SPREAD FOOTINGS AT ABUTMENTS AT LEAST 12" INTO ROCK WITH MINIMUM THiCKNESS AS SHOWN ON THE PLANS. FOOTING EXCAVATIONS AT ABUTMENTS WILL EXTEND INTO MATERIAL THAT DETERIORATES WHEN EXPOSED TO THE ELEMENTS. CHECK FIELD CONDITIONS FOR THE REQUIRED RESISTANCE AND PLACE CONCRETE IMMEDIATELY AFTER THE EXCAVATION IS COMPLETED. FOUNDATiON SHOULD BE CLEANED OF DEBRIS AND THE BEARING SURFACE SHOULD BE RELATIVELY LEVEL. IF THE BEARING SURFACE IS HIGHLY IRREGULAR, PLACE A MUD MAT PRIOR, IN ORDER TO LEVEL THE BEARING SURFACE. - �4A6 '� (FILL FACE) #4A7 (STREAM FACE) � � � N 3" CLR. a h i N BAR TYPES 7" o � � N 3'-8° 1'-10" 4ui" HK. � 2 � � � �- A � i N 1'-10" I NOTE: ALL BAR DIMENSIONS ARE OUT TO DUT. ANC O4R RODSMW/ (2) NUTSE& �1� 2VA�NIZ�ED 2�_4+� WASHER EACH. TOP NUT TIGHT, BOTTIOM NUT 1'-4�� 'I �-O�� FlNGER TfGHT ONE END. BOTH NUTS TIGHT OTHER #4S1 C�± 1Z�� CTS. END. EMBED MIN. 1 �-0" ,: » 6 6 � MONTIR SE PATH SEE PRE-FAB BRIDGE PLANS FOR PLATES � � SLOPE CAP � 2.0� BETWEEN BRIDGE SEATS z � �o �� #4A3 C� 11 " CTS. (TYP.) - 3"� SCHED. 40 PVC PIPE DRAIN (3 REQ'D.) z � O � FINISHED GRADE � w � U Z � 0 N M U —+� STREAM FACE 3" � — � � N II II � u • ��.' #4S2 � 12" CTS. • G r SLOPE 2.0% -�--- L--------- , ��\��%\�� \�,�� #6V1 C� 12" CTS. -� 3" CLR. (17)#4A3 EQ. � SPA. (TYP.) 3" CLR. #4A3 � 11" CTS. (TYP.) "' • d . . 4 ��\�j\�j\\/\�' �\��\��\��\��\�\� ��\ ��/% � � (2)#4A1 `� � (2)�4A2 3" CLR. (TYP.) BILL OF" MATERIAL FOR (1) ABUTMENT, (2) REQUIRED BAR No. SIZE TYPE LENGTH A1 2 #4 STR. 18'-2" A2 2 �4 STR. 21'-10" A3 26 #4 STR. 13'-6" A4 2 #4 STR. 25'-6" A5 1 #4 STR. 29'-2" A6 3 �4 STR. 32'-6" A7 8 #4 STR. 11,-6„ H1 14 #6 STR. 5'-6" S1 14 #4 1 4'- 7" S2 14 #4 2 3'-3" S3 14 #4 4 6'-7" V1 14 #6 3 10' -1 " V2 14 #6 3 10'-11" V3 8 #4 STR. 5'-8" V4 4 #4 STR. 5'-6" V5 4 #4 STR. 5'-0" V6 4 #4 STR. 4'-6" V7 4 #4 STR. 4'-0" V8 4 #4 STR. 3'-6" V9 4 #4 STR. 3'-0" V10 4 #4 STR. 2'-6" V11 4 #4 STR. 2'-0" V12 4 #4 STR. 7'-6" TOTAL REINFORCING STEEL CLASS "A" CONCRETE: 1 CUBIC FT OF N0. 78M STONE CONTAINED IN A BAG OF POROUS FABRIC � i eo FILL FACE �6V2 C� 12" CTS. #4A3 #6H 1 C�? / 12" CTS. � � � � J„ , '�' � CLR. � ' ° #4S3 C� 12" CTS. �- 3" CLR. 1'-10" 2'-4" 1'-10" 6'-0" 3 AB UTM E NT S ECTI 0 N s-105 SCALE: NTS � o? 0 �o WEIGHT 24 29 234 34 19 65 61 116 43 30 62 212 230 31 15 13 12 11 9 8 7 5 20 1289 LBS 15.2 CY 1 � W W � � Q U � Z Z — W � W � � � (:� � W �; m � U � .o � Z � � n- Z Z � � O H W Q W � W v% = J m W a Pro ject Na.: 2014.016 Issued For: CONSTRUCTION Issued D te: 07%28/2016 Drawn By. MRM Checked By. 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PREPARED IN THE OFFICE OFo PROJECTo ■ GREENWAY � ° �� BEARSKIN CREEK GREENWAY � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument ot service, is �' `�� -+ —�� N \ lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and lmproper � re�iance on this document without written authorization and adoption by Kimley-Horn and Associates, �nco Po�o BOX 33068 — RA�EIGH NORTH CARO�INA 27�03�—�068 shall be without liability to Kimley-Horn and Associates, Inco 9 �oB NUMBER: sHEET NUMeER: � c�,Gyr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� o I I85 1007 X- � � DocuSign Envelope ID: OC39000E-055F-4835-B612-7F67235791 DD � . ----- -- -- _ _ ------- -- -- _ ____ ___ __ ___ ___ ____ ___ __ 1 / rt V V . V V 570 � - - 570 I I , _ �- - � � �_-�--� _ � 5 � o o . o o �� _ -�_= - -- -- _- _ --_--- _ _ __ - � _ _� � �� 600 �- - � � 600 �. � 595 595 = o� ��I , � � - � 595 595 � - ! 590 590 _ � , � - - - rn i ---- _i__ i i i_ �; � 590 � - — _ _ _ - - - - - 590 585 - � - - - - . . : rn � 585 _ o � � _ --_ 3�� 0.020 _ � -_ . � �. j ; _ _ � - - _ _ 2� � � - - _ _ _ - � Q 585 -�---�- -- ---N--- --------------- - 585 '� '� 580 _ __ ; —________- _ 0.020 _, 580 � � _ � ��_�_�_ ___�_ �_____�_ - --- ---__u_�___�_ ____�_ - — _ �_. _�__�_ _�_ �_. - _ 2i - _ _ - ,� , _ � - � - - - _ _ — — — ; � � —, � '� —---� � JI �. ��_� _ _� _._ ._._ _� _ _ _. _,_ � i i - �. _�_. ---- — _�____� _ -_ _� � _ � -- � , � 580 �� _� m ---- ----= 580 �� 575 � �°. .- ^�_ ` � _ _ _ _ -5�5 � �I _ _ II _ _ � _ ---—---———-———— ,. _ � � , . � 575 � � _ � , 0 575 � � 570 - � , _ 570 ��_ ; ', - � _� � �- � , � a.� _ I � 570 � 570 � � 565 P 565 ; � , ; � � ;- � ,- - � � � _ __ _.___ _, -__, - �;- � 6 � 5 0 . o o _ � __; � 14�50.00 � � � __ �_ v - oi - �i ' - _' _ ------ —__ ____ ___ - � ; ii 0 605 {- - � � � � � � � � � � � 605 600 _� 600 � - - � � 600 600 i 595 _ ! 595 � � ' --- -- - - - I� � '�� I� _- . � I � _ ___ ___ ___ 595 _ . � - _ _____ _ -- --- 590 N � i - - - - _ �� , _ 595 '� '�� ? 590 � i _ - - - _ . � � � ---,-_ - � - ill I i_ _ ,-. __. . -. - -- _ _ N __,_. � � ep -�-� . , °� I_ _ � � — � o - I I � � 590 i _ - - - 3 °� 0.020 3� ' ' ' � ' ; 590 I � 585 — — — — ' ' � - - - 585 I 0.020 3/ � _ � , o _ — — _ _ _ - - — — — — — — m 585 : � - — — — - _ 585 �': '�; 580 �� _ _� � — — _ _ _ _ _ � � - � --- -- � - � _-_ �. 580 � - --- - - ----; o --- - - ------- --_ --- - --- --- --- --- -- - — _ -- ------- --- --- --- � --- ---� — _ _ _ � ��o - - � � � - - � � � ----- 1 �_ -____ _______ ___ __�________ _ — — �o - N 0 580 , °�° i 580 575 i- � �, - - - — - 575 o ; � ao ' i- �--� _ _ -- —__ -__- � i _ _ i i_ _ I; . 0 575 � --- - 575 -j �, 570 - �_.___' � 570 o- - - - - - - -- - - - I � _ 0 5T0 57� _' ,._ � 6� � �. � 0 I � -�-- l 4-� 00. 00 �� J � � -� �/ �_ �- Q � mce� . _ T _ �.�e . . . �v� _ _�m � � m_ . . _ �� _ � _ -e � _ � � �.- : � _=m � _ � � me - � - 'i 'i _ , � . i - -- I -I - - - - _ -� _ _ � � � � �- � _ � _ � � _ _ � 70 60 �, 50 _ 40 30 I 20 I- 10 �� 0 � 10 � 20 30 40 50 _ 60 70 , 70 60 50 40 30 20 , 10 �, p, , lp , 20 , 30 40 50 60 70 _ _ ,_ _� _ _, _ ,_ _, ,_. . , � : _, _ ._ _. . � _, ,_. PREPARED IN THE OFFICE OFo PROJECTo ■ GREENWAY � ° �� BEARSKIN CREEK GREENWAY � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument ot service, is �' `�� -+ —�� N \ lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and lmproper � re�iance on this document without written authorization and adoption by Kimley-Horn and Associates, �nco Po�o BOX 33068 - RA�EIGH NORTH CARO�INA 27�03�-�068 shall be without liability to Kimley-Horn and Associates, Inco 9 �oB NUMBER: sHEET NUMeER: � c�,Gyr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� o I I85 1007 X-2 � DocuSign Envelope ID: OC39000E-055F-4835-B612-7F67235791 DD �—i—I—i—�I—i—�i�i—�i—IJ��i—I—u—i—I—i—�I—i—�i�i—�i—IJ��i—I—u—i—I—i—�I—i—�i�i—�i—IJ��i—I—u—i—I—i—�I—i—�i�i—�i—IJ��i—I—u—i—I—i—�I—i—�i�i—�i—IJ��i—I—u�—i—I—i�i—I—i�—i—I—i�—i�i�—i—I—I�—i—I—i�i—I—i�—i—I—i�—i�i�—i—I—I�—i—I—i�i—I—i�—i—I—i�—i�i�—i—I—u—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—u—i—I—i�i—I—i�—i—I—i�—i�i�—i—I—u—i—I—i�i—I—i�—i—I—i�—i�i�—i—I—i�—i—I—i�i—I—i�—i—I—i�—i�i�—i—I—i�—i—I—i�i—I—i�—i—I—i�—i�i�—i—I—i�—i—I—i�i—I—i�—i- i 590 � � ____- ___ . 58�5 - _ _ ' ---__,_ _-- -. _ _ �_: . . _. , -_ -, ��, , _, - � - 580 c � ' � , � _ ,: � � N _ � _, _ � � --� �� ——, � � � —� 575 i _ '- � , -- � � � , 3� �� 0. 02 0 20 � , , � ' ' — — / 570 ; _' � N - ° , , , _ ;, , , - - �, , � ._ � _� �'---------__ 565 '� �, - - - _ - - - -- - � -- - -- -- ------ � 560 � ;- - - - ---- --- -- - - 555 � - _ I �- = 19 � 00.00 '�� _ _ _ _ _ _ . __ . �_ i �_ ____ __ _ _ _ __ ____ _ __ . , _ -__ _-_ -- _ - _ �- 590 ' - � 58� � � _ - - - .-- _ _ � '--_ � � �� 'i� ►. 580 _ _ _ _ , � __ � � � � : _ � _ -_ : _ - _ 3Q� ' 0.020 575 � _ _ ____ , i i - — — _ ` 2� 1 _ _I � \ _ 570 ' �- - - - -�_ �_ ►� � � � � , �r ' � � - -'-'-'-- , , \ _ � � �I -.�--.---� ---------- 565 560 i � I 555 ' � �� s�5o.o0 575 �, -- - � ►� - -- 570 - --- _ ----- - - - - - -- - - - --- � � __�__ __ ,_ __.v__��. ___�._.___ - - 3� 0.020 3� 565 � � � � � � � 560 � II � 590 ��,_ � �--- �-- : 2� � ��.�� 585 I'� �--- -: _ --- _ --- -- - - --: -� 580 585 575 '� - I 580 -----, - � 570 I'� � 575 � �? � �� ►. � �� , � �-� �� , � 565 57 , � � �1_ _____ � � � �� 3oi �� 3� �� o.o 560 � � 565 _________________ ___ ______ �� 0 I I ------- --- --- --- ------- --- --- --- ° �--- --- --- ------- 555 ' _ 560 � '� �� _ 590 585 580 5T5 570 565 560 555 2 0 � 50.40 590 585 :• I 575 , o � _ QO _ _ �0 _ �, _ _ � 570 -----------------__ = 3al 0.003 3� . _ _ _ -- _.—.—. — —. . — . —�-- _�_._ _� _— — _ _ _ 565 � _ - �m_ �m m v- _ o .-T-� � �. m-. _�ee - - N i �_ . � - , 560 �_ � '� 555 20�00.00 � i - i_ i 1 � - 590 ; --- -- --- 590 I� '��I 590 - �: �_ 58� _ 585 ', _ ', 585 - I � _ _ �. _ _ _ _ - 580 _ - - _ _ � � _ _ �-. . _. 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I 70 , rt , , , � . � � , PREPARED IN THE OFFICE OFo PROJECTo ■ GREENWAY � ° �� BEARSKIN CREEK GREENWAY � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument ot service, is �' `�� -+ —�� N \ lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and lmproper � re�iance on this document without written authorization and adoption by Kimley-Horn and Associates, �nco Po�o BOX 33068 — RA�EIGH NORTH CARO�INA 27�03�—�068 shall be without liability to Kimley-Horn and Associates, Inco 9 �oB NUMBER: sHEET NUMeER: � c�,Gyr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� o I I85 1007 X-6 � DocuSign Envelope ID: OC39000E-055F-4835-B612-7F67235791 DD —' -- -- ; — ' ' — —' -- -- � — ' ' — —' -- -- � — ' ' — —' -- -- � — ' ' — —' -- -- � - 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 575 �� 575 I. �. rn _ _ ', I_ T ' '� ��°-' 7 I� 'I_ 50 - �_ _. � , 50 i � 5� - - --- _ _ -- .. ----,_. ---. ---_ -_ -- . -- . -_- -. 3`� 0.020 3� I � 565 I'� - ----- � --_ --------- _ � -- --___ ; _ ; — —ii - _ 560 I _ _ _ _ _ _ _ _ _ II � - - - - - _ �' 560 II� i� i , � - --- - �� rn �f - 555 �. - --- - � � --_ - 570 --- - - _ _-- ; . . 555 �� ,�.___,_.- � --._� , 570 - -- -- ' - -- - - - -- --- --- ------- - - . . ,__ _ ._r_ � __ _ _ � . _ ------ -- -- , , 3a� 3� � ' I' I' I' 0. 02 0 . , 37�'S�.O� _, ,, , 565--------------- ----- - - ___ - 565 � � -- ( , _ _ � �i _ � 580 � - --- - � 580 � I 560 -- --- - � r� - -- --- -- - 560 -- - - _.�_ , , _ �r - --- - - �o '� _ ,_ _ _ _ 575 � � 575 . 555 � ' , 555 � � � _ _ �G l � ; _ _ _ 5T0 __-. __, -___� �— __ �n �___� � 5�0 --_-_-._ _. 4 0 � o o . o o � _ _. ._; �_: � _._� _. _. � � � � . _._� . � ; . _ ___ � o, _ _ ,_ _____ o _�_____ _ _ 565 -------------------3 0.020 �o> �� 565 II _ �� - — — — — — — — _ i _ _ � I� — — — �0 _ _ lCl 560 ;- -� � I I � �i �' � � 570 -- � -- --- - 570 � '� � ' - ----__ __ _ _ ___ _ --- ___ _______ _ ___ ___ 560 '� '� � � i- _------� __ _ _ � � � 555 � - � �' - - � � � - 3e� 3 , � � ; 555 � � 565 � � � _ _ _ 0.020 � � � , 565 �- - � 'i i _ _ — — — — — — — — — — — — — — — — — — — — — — — _ i _ - 3��00.00 �� - _ _ , � � , , , '�� 560 -_ _� _ -- � �� _ _ _�_ -_ -^ _ N � _ ' 560 - ---- - -= -- - --- - - --- -- - - - - �r _ _ _: _ _ _ ; � _ ------- -- - - - 580 ; - -- --- 580 I�� '� 555 , . - - � � � -. -- . _ � 555 �_ - ; 575 '�- ', \ 575 - 39 �' S�.O� _� � I, ►Y, I� -_--- __ __ _ _ _ __ __ _ _______ __ ___ ___ _______ __ 570 ' - �I^ 570 ' - -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 — el V, I � II --- i I I I (v — I _ _ 3 _ - - - - - - - o - - - - � - - - --- ---_ _ --- - _ 0. . _ _ 020 0� - - - - _ 7 7 565 - __ 565 I 5 0 _. 5 0 -- -_ _ _�� - - - ------ - - � - 560 � -- - --- --- - - - - ---- - - - - - --- -- '_ � ° � � � - 560 I� . 565 - , . -- . -, , , ,. . --. -- ! 3 0� 3� ,. . ,- . -, _ 565 � � �r � � __ 0. 02 0 , .- i to I , _ — — - — — — — — — — — — — — — — — — — — — - — — — — — - — — - — ; _ , , � , _ : o� i _ 555 � 555 �� -'�� 560 � ; 560 ��_ _ � 3 6 � 5 0 . 00 � ' '� : - ►� ' _ __ �_ �, I I� 555 - -- -- � I' - -- ; 555 � ' �,I � - ��_ � _ ,, _ _ i _ _ _ � Q 580 � _� _ 580 � IJ--J- 39�'�O.�Q � -J � � _ � _ _ --- —. . ___. � .__ � 575 575 . 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PREPARED IN THE OFFICE OFo PROJECTo ■ GREENWAY � ° �� BEARSKIN CREEK GREENWAY � REVe Noee REVISIONe DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument ot service, is �' `�� -+ —�� N \ lntended only for the specfflc purpose and cllent for which lt was preparedo Reuse of and lmproper � re�iance on this document without written authorization and adoption by Kimley-Horn and Associates, �nco Po�o BOX 33068 — RA�EIGH NORTH CARO�INA 27�03�—�068 shall be without liability to Kimley-Horn and Associates, Inco 9 �oB NUMBER: sHEET NUMeER: � c�,Gyr�gnt K�miey-H�rn ana Asso��ates9 m�e9 z� i5 PHONEo (9 I 9) 677-2000 FAXo �9 I 9) 677-2050 PE Noo F-o io� o I I85 1007 X-9 � DocuSign Envelope ID: OC39000E-055F-4835-B612-7F67235791 DD -' -- -- ; - ' ' - -' -- -- � - ' ' - -' -- -- � - ' ' - -' -- -- � - ' ' - -' -- -- � - 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 -- - --- -- - -- - --- -- - -- - --- -- - -- - -- -- - -- - -- -- - -- - -- -- - -- ' � —s — . 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