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HomeMy WebLinkAbout20170766 Ver 1_Permit Drawings_20170621N 64 ROq ., O KELL i J I APEX NATURE Beaver; PARK T 11 ♦ ♦ END o BEA�� ♦yPROJ T, 0► l 4 / f � f e♦ �o VICINITY WP OWNER TOWN OF APEX PARKS, RECREATION AND CULTURAL RESOURCES 53 HUNTER STREET APEX, NC 27502 JOHN M. BROWN DIRECTOR 919.249.3402 john.brown@apexnc.org ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NC 27601 CATHERINE MURRELL, P.E. 919.677.2000 cathy.murrell@kimley-horn.com SURVEYOR: THE WOOTEN COMPANY 1430 B OLD LENOIR ROAD NW HICKORY, NC 28601 JAY DeCOURSEY, PLS PROJECT SURVEYOR 828.322.5533 jdecoursey@thewootencompany.com DREW HAVENS TOWN MANAGER LANCE OLIVE MAYOR BEAVER WETLAND 8 BEGIN PROJECT —G1— STA 10+00.06 KELLY RD PARK TOWN OF APEX CREEK GREENWAY PHASE FROM KELLYROAD PARKTO —Gl— STA 20 + 75.00 = —G2— STA 22 + 00.00 1 r 2 OWER ^ �,CREEK�1 'G2_ BEGIN GREENWAY —G1— STA 10+42.06 STREAM Z PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Im orn PHONE: (919) 677-2000 @2016 i 04 v STREAM D W J W CL 2 U 1 EXTENSION KELLY POINT COURT WETLAND 3 WETLAND 4 PROJECT REFERENCE NO. SHEET NO. 0/1200026 / DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INOO1V P LET E PLA N$ DO NOT USE FOR R/ W ALCGUIS1T910N GRAPHIC SCALE 20 0 40 PLANS 20 0 40 PROFILE (HORIZONTAL) 2 0 4 PROFILE (VERTICAL) WETLAND AND STREAMS PERMIT PACKAGE STREAM E END PROJECT END GREENWAY -G2- STA 50+08.00 KELLY POINT CT PERMIT DRAWING SHEET 1 OF 5 Summary of Wetland and Stream Impacts Sheet Wetland/ Stream Temporary Wetland Impact (AC) Temporary Wetland Impact (In Maintained Utility Easement) (AC) Permanent, Permanent Loss Wetland Impact (AC) Permanent, Permanent Loss Wetland Impact (In Maintained Utility Easement) (AC) Permanent, No Permanent Loss Wetland Impact (Forested Wetland) (AC) Temporary Stream Impact (SF) Temporary Stream Impact (LF) 2 8 0.0431 0 0.0063 0 0 0 0 3 1 0.1428 0.4270 0.0295 0.0160 0.1087 0 0 4 1 0.2032 0.4247 0.0171 0.0448 0.0221 0 0 D 0 0 0 0 0 130 30 Z 0 0 0 0 0 90 20 5 3 0.0111 0.0233 0.0027 0.0052 0.0056 0 0 4 0.0568 0.1605 0 0 0 0 0 E 0 0 0 0 0 120 25 Project Tota I 1 0.4570 1 1.0355 1 0.0556 1 0.0660 1 0.1364 1 340 75 r N / i E— i J i r i / i E— i J r -Gl - PC Sto.10+44.53 S l3° 00.47.3° EI TOWN OF APEX DB 7575 PG 395 -Gly POT Sta. 9+90.00 2 O Q 0 \a 111111111 ��/ 11 I i III��IIIIIP �' I II I 611 X iX— � �g a .` CI 'N '\ mti Cv WE TLD 8 I '. 1 / \ TOWN OF APEX \ / IN, DB 7056 PG 571 -Gl - PT Sta. 17+74.0 "vvv v ov S 2704'43.5" W V A1' A VA MANHOLE# TOP ELEV. INVERT IN INVERT IN MI -11 276.60' 263.80' JORM# TOP ELEV. INVERT IN • . -GI- PC Sta. 18+31.86 Q�� �°' :B, 314.14' -G1- PC Sta. 16+97.81 o o P CB2 311.22' -Gl - PT Sto.18 +73.05 \rte �\\ �� _ • • ` �F` o '` w� y 1' CB3 307.63' 303.58' VA '`G �C) CB4 301.61' 293.48' -r�— _ .� J �v �_ o :. o /o \�� �� �� x BT,� co p ,h t� �1, CB5 298.27' 288.55' �r \O 11 �� s/ PE - \F \(r �o \ \ o 0. - - - \ �tiF OA43/ ACRES '` '�� DTMH 1 311.14' 307.14' r� 283.25' 278.05' c°�Ap� OD063 ACRES` v vv\� �i \\\\\ I 1111111 1 ►/ / z°. °. \,�� � \ \ \��" -Gl - PC Sta. 14+12.89 I - y ° a' ° N' rn ° \\ \ \ \, G/, ,/ _ Cay -G1- �. I I •���� ��� FBF ti� �y Gl PT Sta.10+79.28 I\\ I\ �� 1� c I �'� \\\\ \ \\ \ \\\` ,� �� \\\ ;. 1 I I I o N N , �" 1\ V A A \ V' ••\\ �'V 20, INVERT OUT 263.60' INVERT OUT 309.74' 306.47' 303.38 289.31' 288,51' 307.05' 277.93' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLA N$ DO NOT USE FOR R // W ACQUISITION 1 1 i 1 i i . i ► i i i ► i i B gpEX lUT 9S P 2/ry / C 998 �AS�MEHT \ rA 011 Il l �, -GI - PT Sta.16' 6.0 \ 1` `L / N ; 1 `� -Gl - PT Sta 13+66.62 \ / I\_/I , , b 'Y",1> --_ ��' S 65° 26' 45.9„ IIT/ —_—— \ F II / \ / I II I— \ \\ _ = 1 - - - - S 512/ 30J p� II �/ L� v ° x �w I I 1 = Gl PC Sto.19+62.15 _ _ � \ - ) 0 -Gl - PT Sta. 20+43.27 E S N E E C =Gl - PC Sto. 10+97.79 0 \ pF _!. _ _ _ _ = _ = 0+5 S E - = T \ _ / ' I \'�= _ _ _ - A 20 _RCP O GUY I GATE ' ASE \ \\ \ a ` ( C F=� PE o ` / EXI:;T R/�� I I / 1 ��� _ = _ - _ _ = _ = _ Ti' —Cj� — _ .Y y LINE ST EXIS- AT _ __ -= CONC ?A' RCP � -- F �- - -- - - - - CB5 WARNING POST � CB2 PARK -G/- PRC Sto. CEA FIBER OPTIC CABLE SIGN -Gl - PRC Sta. 1/+96.29 -Gl_ EXIST R/W REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 'l- PT Sta. 14+7 -Gl - PCC Sta. 12+89.56 E E E E HORACE & !RMA J JOHNSON DB 2950 PG 365 E PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Im orn PHONE: (919) 677-2000 @2016 WETLAND & STREAM IMPACT PERMIT DRAWINGS PROJECT-. 20 0 40 Ix 17 sheets. I" = 80 ]JOB NUMBER: PERMIT DRAWING SHEET 2 OF 5 DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT DENOTES PERMANENT, NO PERMANENT LOSS WETLAND IMPACT (FORESTED WETLAND) DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) DENOTES TEMPORARY WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) ■■■■■■■■E■■ DENOTES TEMPORARY NEEM■■■■■■■ STREAM IMPACT ■■■■■■■EE■■ BEAVER CREEK GREENWAY EXTENSION PHASE 1 0 1, 00026 I SHEET NUMBER: E— J r WETLAND & STREAM IMPACT PERMIT DRAWINGS PROJECT-. 20 0 40 Ix 17 sheets. I" = 80 ]JOB NUMBER: PERMIT DRAWING SHEET 2 OF 5 DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT DENOTES PERMANENT, NO PERMANENT LOSS WETLAND IMPACT (FORESTED WETLAND) DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) DENOTES TEMPORARY WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) ■■■■■■■■E■■ DENOTES TEMPORARY NEEM■■■■■■■ STREAM IMPACT ■■■■■■■EE■■ BEAVER CREEK GREENWAY EXTENSION PHASE 1 0 1, 00026 I SHEET NUMBER: 04 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INOOMP LETS PLAN$ ' ' \ \ DO NOT USE FOR 1R // W ACQUISITION --BZ 3•--- --.—.—.------- --—--- -— -— -— -— -—-— - —- —- —. _.—._.—. —. —. —. —. —. —.—.—.—.—.—.—.—. BZ 7 POT Sto. O 5.00 = MANHOLE# TOP ELEV. INVERT IN INVERT IN INVERT OUT -G2- POT Sto. 2+00. MH2 275.67' 262.52' 262.22' `\�\ MH3 276.87' 262.12' 261.92' 2 \ MH4 273.58' 261.49' 261.29 - TB `\ \ MH5 ?72.99' 1 260.63' 260.43' �\ O AQ' TB y -G2 - PT to. 24+73.& TB le \ N �m -G2 - C to. 25 + 4.07 S 5° 26' m 1, m 82 Te m m 82 2 - 2- PT Sto. 5+81.39 Q -G2 - PC to. 22+ .22 T13 �e BZ WTB '' , , W B N 0.4270 ACREh Ila CO 'CON CON T13 ;rs .`� — EXTENT OF DELI �\ ? O✓4 8 ACRES .rg %8 is �` ` — —__ NE TION CORRIDO _ R� . ` fAARG POST — F F �2 Ic — o FO �21PRAP T` • `FF / 3 \ : \ v T JJ iIT I 3 - 3 4 1-49;Q I Ln l n Q \ ` d 0.0160 ACRES 0.0295 ACRES _ /, •� / 1 3 _ - / WOODS �_� — — — = — — — _ — __ _ N EXTENT OF DELINFV'TIGN CORR DI �R� I 0JO87 ACRES � \ , . ��� - � `• � -G2- PRC Sto. 23+4/.45 TOWN of APEX Qj DB 11880 PG 1794 -G2- PI Sto. 29+1/.60 o �j PERMIT DRAWING 69 3 SHEET 3 OF 5 0 0 — 4Q 0 O `/` ° a DENOTES PERMANENT, PERMANENT / HORACE & IWA J JOHNSON ° 0 LOSS WETLAND IMPACT o DB 2950 PG 365 — O o �•` `\ o 0 0 o DENOTES TEMPORARY • • ` • WETLAND IMPACT DENOTES PERMANENT, NO (FORESTED PERMANENTWEOTLANDSS �TLAND IMPACT 1 DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) 0o0160 ACRES 0o0295 ACRES ` ESP � • • DENOTES TEMPORARY l WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) • ` • �- , /� . • • — — - • _ DENOTES TEMPORARY ' • STREAM IMPACT PROJECT-. PREPARED IN THE OFFICE OF: WETLAND &STREAM BEAVER CREEK GREENWAY NC LICENSE #F-0102 IMPACT PERMIT 20 40 EXTENSION REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 i This document, together with the concepts and designs presented herein, os an instrument of service, is PHONE:(919)677-2000 PHASE 1 intended only for the specific purpose and client for which it was prepared. Reuse of and improperim orn DRAWINGS reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2016 JOB NUMBER: SHEET NUMBER: shall be without liability to Kimley-Horn and Associates, Inc, X 17 Sheets-. I" = 80' 0 1200026 3 Copyright Kimley-Horn and Associates, Inc., 20 16 r N i • DOCUMENT NOT CONSIDERED FINAL • UNLESS ALL SIGNATURES COMPLETED INOOMP LETS PLA N$ - DO NOT USE FOR 1R // W ACQUISITION '3- FLOODWAY BZ 2 ' -BZ O BZ 2 \ 3. / BZ I--_ BZ140, / MANHOLE# TOP El INVERT IN INVERT IN INVERT OUT `v TB 1 271.45' 259.93' 259.73' �'V / 1 271.77' 259.97' 259.77 Tg 1 270.97' 259.72' 259.52' /WE 1 271.86' 258.14' 257.94' T 1 MH 10 270.02' 257.22' 1 257.02' MH1 1 27+7 4R' 256 66 256 46' -G2- PC. 4b+66.49 -G2 - Sto 8. 9p,' D -G2--, PI St0 34 T KELLY WEST 0 � 130 SF ( ASSOCIATES LLC -G2- PI Sta. 3 +07.13 30 LF 39°4/' l.0 DB 6901 PG 748 -G2- PI Sto. +68. - ' 27 TB F6 ' F :°� r J1WOODS z 6' 4 V )44&'ACRES - - P Sto. 34� 28 2 S 24° 30' 28.1" TB - T ' �'' OA735 AC S h - 76053 ACRES TB 03 T B - Pl Sto. +4 .26 2 TB POT Sto. + .57 790 SF - - D -Yl - P Sta. l2 /5. 7- 20 LF �. � � - - - - - - �� - 90°0'1' 1116 - " N - PC Sto. 3/+ .8 �ti 0. ACRES � S I 6f' o 81 A k, _ _ -G2 - Pl Sto. 6 +42.67 OA003 ARES �, �N� J �= 2 N 0.0426 ACRES - - OA022 ACRES gas _ _ A �n -G2- C to. 32+ . l - , -� _EXTENT OF ELINEATI S 50°2/' .0°W BZ OD03/ ��`Aa_A59 J `_ V �. +. _ oN cl_ S of aP P� � '40 PT ' PT to. 3 8.57 _ S 5 � e2 -''S - 30' 2 a 3 WOOD' 3/ n Z ET _ rn •v -'P E ALL - IN 0.0037 ES f I -_--- \ KELLY WEST hl T OA03 AC FS, 0 T / PLANT R BOX 1 ASSOCIATES LLC ' •. DB 6901 PG 748 c7 _ ooasr REs �: _ - �• -Yl- P Sto.12+07.59 .. _ _ - - 4/ ,-- �2 PRC Sto. +10.25 Q) i , -------- ln v: 4 _� 'GUI 3 •1 ' _ - '- -Yl- PC Sto. 11+79.83 `� 9A M f' S 6 3T 5 8„ Q �o `• �� , - r l 9. - - I $ i �� ` A i ► ' P'N -Yl - PT Sta. 11 58.36 -G2 - PI Sto. 40 +11.78 /i PI Sto. 36+25.40 1•P / j7-XENT OI >T REAM Q \ v'; j /' ; ) I L0� G> 02939 Al� 571 OD559 ACRES I _ / �' `. GREENBRIER HWEOWNERS '' APLE� ° • �a S � ASSOCIATION -Yl- RC .'I1+0�.„�, z•M E15� 1997 PG , IEASEM� - -1 DB 8261 PG 2651 �• �.% � �� 7 Q� GREENBRIER HOMEOWNERS �'�/ / •� C Sta. 10+80. � ASSOCIATION z 8412 PG ,1580 2 49' 26.1" E w r -Yl - T t 10+58.32 \ ° OA/3/ " ACRESPKN PAR -Yl- C t 10+35.94 , SIGN v �r 0 PPKNAIL VAX REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 3'PVC RAI EI S 9.3" E -Yl- POT o. PREPARED IN THE OFFICE OF: im orn @2016 0 NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 i / o WETLAND & STREAM IMPACT PERMIT DRAWINGS 3- \ PERMIT DRAWING SHEET 4 OF 5 DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT DENOTES TEMPORARY WETLAND IMPACT DENOTES PERMANENT, NO PERMANENT LOSS WETLAND IMPACT (FORESTED WETLAND) DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) DENOTES TEMPORARY WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) DENOTES TEMPORARY STREAM IMPACT PROJECT-. BEAVER CREEK GREENWAY 20 ° 40 EXTENSION PHASE 1 JOB NUMBER: SHEET NUMBER: Ix 17 sheets- I" = 80' 0 ?00026 4 son REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 3'PVC RAI EI S 9.3" E -Yl- POT o. PREPARED IN THE OFFICE OF: im orn @2016 0 NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 i / o WETLAND & STREAM IMPACT PERMIT DRAWINGS 3- \ PERMIT DRAWING SHEET 4 OF 5 DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT DENOTES TEMPORARY WETLAND IMPACT DENOTES PERMANENT, NO PERMANENT LOSS WETLAND IMPACT (FORESTED WETLAND) DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) DENOTES TEMPORARY WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) DENOTES TEMPORARY STREAM IMPACT PROJECT-. BEAVER CREEK GREENWAY 20 ° 40 EXTENSION PHASE 1 JOB NUMBER: SHEET NUMBER: Ix 17 sheets- I" = 80' 0 ?00026 4 I• N 0 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DO NOT USE FOR 1R // W ACQUISITION CO CM CIO WET -MND 3 m -I' MANHOLE# TOP ELEV. INVERT IN INVERT IN INVERT OUT STORM TOP ELEV. INVERT IN INVERT OUT m M MH12 269.79' 254.92' 254.72' C137 271.30' 267.70' 267.06' O MH13 268.96' 253.66' 253.46' C88 L 271.25' 1 1 267.97' -G2- PC Sta. 50+28.54 OA052 ARES MH14 271.49' 252.41' 252.21' w� MH 15 271.94' 265.37' 264.85' 264.78' — - • — ' ' — ' ' — 051 ACRES MH 16 264.32' 264.33' 264.23' E •♦•• • 0.0233 ACRES MH 17 263.73' 263.73 263.64' STR EATION CORIIIO 000/ACRES MH18 276.09 263.23' 263.15 ♦. • -G2 - POT Sta 49 42.0 = WETLAND 4 ' OM06 ACRES -Y2 - POT Sto. l5 6.a5 -G2- PC Sto. 44+22.40 � = 90°0'0" � � • / -G2- PRC Sto. 44+67.12 0.0266 ACRES EXTENT OF l • _ 19 / 61 ODS —DELINEATION CORRIDU'i� — — /26 SF ' • • •♦ .0,- -G2 - PT Sta 45 +1/.84 _ 2 LF I , n BZ 19 40' TO N OF PEX GREENWAIF E •' rf NO EFERENCE FOUND F C \ — . — — — — — — — — — C, d'nal IA/I ;, MENT BM PG 4I�45 — — — — — — — •` 3 No o 0 0 o 0 0 0 0 \ / a o . ° — — i 1 � ,..: U E E E �� \ - R `� ~ �� • i a LU PIE 6 4. Sto. 50+82.26 ' ' c Woos \ s \ — �� P-1 Pic St . 4 83.9 l N 10• 4 GUM O \ E�\NE 20'PINE -Y2�Sto l 3 'PINE 8•GU o a, OA302 ACRES << y�.: Sto 1, 6 S 32° 13'54.r E i r dry KELLY WEST OJ605 ACRES o w W� / 1z 49.54 � -Y2- PT Sto. /5 +33.69 M !EA �'r OA056 ACR ASSOCIATES LLC _y _ �, St'O• PY+ o �- / �\ OA059 ACRES DB 6901 PG 748 I a z �� 18'8'NEK 0.002/ ACRES?4�lAK� 24'PINE TON OF APEX _ -G2 PT Sto. 43+18.3 -Y2-- x''.12+93.29 N ► ° / � °AK DB 9874 PG 2380 m _ -_.J53.06, i I d ( 24'PINE 2'G PX 1 ( O n 2INE 00 YR o .rw W , -Y2 - RC Sto. 11+71.26 ' / I= ' 2•°AK 24'PI E W w Q I I Z INE 24•PINE � 3° PS 33° 2536.7"E 12' AK NO' TRESPASSING SIGNS -G2- P Sto. 42+42.08 /' / ��,<\�— �a= --' --, G f� 7�� �od / °/ 661 �'� rte—' —( Sd� / r a ° ° / /10 M� d� t -Y2- PC Sto. 10+00. CB7 / EoPA / \ CB8 El �e•rrneo FRAM[ I REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Im orn PHONE: (919) 677-2000 @2016 ELL Y WE T O�EOWNE S �SSOC IN 3 9441 PG 1 16 M I M WAR21NG I G S I I \ l CONC CURB WARNING POST GAS LINE WETLAND & STREAM IMPACT PERMIT DRAWINGS PROJECT-. 20 0 40 Ix 17 sheets. I" = 80 ]JOB NUMBER: PERMIT DRAWING SHEET 5 OF 5 DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT DENOTES TEMPORARY WETLAND IMPACT DENOTES PERMANENT, NO PERMANENT LOSS WETLAND IMPACT (FORESTED WETLAND) DENOTES PERMANENT, PERMANENT LOSS WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) DENOTES TEMPORARY WETLAND IMPACT (IN MAINTAINED UTILITY EASEMENT) DENOTES TEMPORARY STREAM IMPACT BEAVER CREEK GREENWAY EXTENSION PHASE 1 I SHEET NUMBER: 0 1, 00026 5 APEX NATURE PARK END- "PROJ ?-O OWNER 0 ver_ KELL / PARK � �1 1 1' J`I 11 VICINITY tiIAP TOWN OF APEX PARKS, RECREATION AND CULTURAL RESOURCES 53 HUNTER STREET APEX, NC 27502 JOHN M. BROWN DIRECTOR 919.249.3402 John.brown@apexnc.org ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NC 27601 CATHERINE MURRELL, P.E. 919.677.2000 cathy.murrell@kimley-horn.com SURVEYOR. THE WOOTEN COMPANY 1430 B OLD LENOIR ROAD NW HICKORY, NC 28601 JAY DeCOURSEY, PLS PROJECT SURVEYOR 828.322.5533 jdecoursey@thewootencompany.com DREW HAVENS TOWN MANAGER TOWN OF APEX BEAVER CREEK GREENWAY WETLAND 8 BEGIN PROJECT -G1- STA 10+00.06 LANCE OLIVE MAYOR KELLY RD PARK PHASE 1 EXTENSION FROM KELLY ROAD PARK TO KELLY POINT COURT -Gl- STA 20 + 75.00 = -G2- STA 22 + 00.00 1 r 2 N"\ 'G2' BEGIN GREENWAY -G1- STA 10+42.06 * STREAM Z I ` - WETLAND \ I i 04 STREAM D PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Kimley >>Horn PHONE: (919) 677-2000 @2016 W J > 1 LU U WETLAND 3 WETLA 11lD 4 �- STREAM r+` 4! ( TY- END PROJECT END GREENWAY -G2- STA 50 + 08.00 0 KELLY POINT CT J J W Y E PROJECT REFERENCE NO. SHEET NO. 0/1200026 / DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DO NOT USE FOR R/ W fACQUISIT91ON GRAPHIC SCALE 20 0 40 PLANS 20 0 40 PROFILE (HORIZONTAL) 2 0 4 Osrs PROFILE (VERTICAL) BUFFERS PERMIT PACKAGE PERMIT DRAWING SHEET 1 OF 5 * STREAM Z NOT SUBJECT TO BUFFERS Summary of Buffer Impacts Sheet Impact (Allowable) Zone 1(SF) Zone 2 (SF) Total (SF) 2 18 380 398 3 4146 8207 12353 4 5432 7067 12499 5 3448 4431 7879 Project Tota I 13044 20085 33129 e• N Ln / i i i i / i i -Gl - PC Sto. 10+44.53 S 13° 00.47.3° EI TOWN OF APEX DB 7575 PG 395 -GH POT Sta. 9+90.00 2 2-f- 0 --_X– \ TOWN OF APEX \ / \ DB 7056 PG 571 \ \\ \ \ \ \ \ \\ -Gl - PC Sta. 16+97.81 \rPE fn � �g a .` CI 'N '\ mti VV AD NlD 8 I cn -Gl - PT Sta. 17+74.0 S 27° 04' 43.5" • � � 11 MANHOLE# TOP El INVERT IN INVERT IN MH 1 276.60' 263.80' (— Pl.. Sta. 18 +31.86 �t�� IBORM# T031ELEV. INVERT IN ' •`' --'. O �� PP CB2 311.22' -Gl- PT Sto. 18+73.05 �Q CB3 307.63' 303.58' CB4 301.61' 293.48' CB5 298.27' 288.55' \0��1,�4 `•` �� D11 311.14' 307.14' STI 1 283.25' 278.05' 00, •vyyvvvv\�� I I �'� � v Oo / X�X� \�A\VA\\yam c� 1 � ° °� � I ° °z � A a �0 � � v l SF• , \ ., .�� \ \ 380S � Gl PC Sta. 14+12.89 y ° i \ \ I, / I I _ w ° rn tv v vvv `w v FpF ° ° ,gam 0 �y -Gl- PT Sta. 10+7928 I \ \ , �\ � \\ \ 38. � � \\ ' . \ \ \\ \ PF PF I �~ /' - -13+66.62I // �� I l � �m �. °° � ' �`_Gl- PT Sto. l6' 6.0 \ � � `` � \ � _ / \ �, Gl PT Sto. I 1 / U� /LL \ i I, i I \\ 1 �y X I /I/ °� I �` I I I I I I IIII � - _ _ = S 53° 2/' 301" \ P� F 1 !Ill / Ll l \ v ° x/ I I IIII = G1='- PC Sta. 19+62.15- o — — — _ A / u \ \`�` \ / I � - n-- ,= 1 P - � -Gl - PT Sto. 20+4 .27 I S N E ET C =Gl - PC Sto. l0 +97.79 0 \ �� pF _ - — �E ! c / G% -= _--=T _- - __ = _ = _ _ __ _ + 50 S E E - = T _RCP O GUY -/ / — II? �I GATE ASE \ \\ \ a C F=� PE ° ` / EXI:;T R/�� I 1 I / I ��� _ = _ - _ _ _ .Y y EC01 ST —777 RCIP EXIS: _y Z4' RCP F �- - -- - — — — C85 =1 Tom`— c WARNING POST 791 C62 PARK -G/- PRC Sto. CEA FIBER OPTIC CABLE SIGN -Gl- PRC Sto. 11+96.29 EXIST R/W REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 ,/ - PT /4+7 -GI- PCC Sta. 12+89.56 E E E E HORACE & !RMA J JOHNSON DB 2950 PG 365 L -j J E PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Im orn PHONE: (919) 677-2000 @2016 E J r RIPARIAN BUFFER IMPACT PERMIT DRWAINGS 20 0 40 I\1 20, INVERT OUT 263.60' INVERT OUT 309.74' 306.47' 303.38 289.31' 288,51' 307.05' 277.93' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLA N$ DO NOT USE FOR R // W ACQUISITION 1 1 i 1 i i . i ► i i i ► i i . \B gpEX lUT 9S P 2/ry / C 998 �AS�MEHT \ rA ON S11165'26-* 45.9" PROJECT-. Ix 17 sheets. I" = 80 ]JOB NUMBER: PERMIT DRAWING SHEET 2 OF 5 DENOTES ZONE 1 BUFFER IMPACT DENOTES ZONE 2 BUFFER IMPACT BEAVER CREEK GREENWAY EXTENSION PHASE 1 0 1, 00026 I SHEET NUMBER: 04 N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INOOMP LETS PLA N$ ' \ \ DO NOT USE FOR 1R // W ACQUISITION _ ----1 -11 �- ----------------------------- ------------------------------------------------•—•----- 6ti 1 N BZ ' Sta. Q 5.00 = MANHOLE# TOP ELEV. INVERT IN INVERT IN INVERT OUT .� Sto. 2+QQ 1 275.67' 262.52' 262.22' MH3 276.87' 262.12' 261.92' - ? 1 273.58' 261.49' 261.29 TB `\ MH5 ?72.99' 260.6.3' 260.43' �� O � \ AQ' TB - y -G2- Pr Sto. 24+73.& TB lg HORACE & Ill J JOHNSON DB 2950 PG 365 REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Kimley))Horn PHONE: (919) 677-2000 @2016 RIPARIAN BUFFER IMPACT PERMIT DRWAINGS E PROJECT-. 20 0 40 Ix 17 sheets. I" - 801 JOB NUMBER: W W z Z J PERMIT DRAWING SHEET 3 OF 5 DENOTES ZONE 1 BUFFER IMPACT DENOTES ZONE 2 BUFFER IMPACT BEAVER CREEK GREENWAY 0 Ii00026 EXTENSION PHASE 1 SHEET NUMBER: 3 I• N 3— '— —BZ FLOODWAY-— . — - — -— - —- BZ 2 BZ 2 BZ I / BZ / �\ MANHOLE# TOP El A' TB 271.45' 271.77' REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 -Yl- POT PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Kimley))Horn PHONE: (919) 677-2000 @2016 G PARK SIGNS RIPARIAN BUFFER IMPACT PERMIT DRWAINGS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INOOMP LETS PLA N$ DO NOT USE FOR 1R // W ACQUISITION * STREAM Z NOT SUBJECT TO BUFFERS PROJECT-. 20 0 410 JOB NUMBER: 1?: 7 sheets- I" - 80' DENOTES ZONE 1 BUFFER IMPACT DENOTES ZONE 2 BUFFER IMPACT BEAVER CREEK GREENWAY 0 l 00026 EXTENSION PHASE 1 SHEET NUMBER: 3 I• N 0 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DO NOT USE FOR 1R // W ACQUISITION o _ CO CM CIO i• ' WET -MND 3 mAa .�. MANHOLE# TOP ELEV. INVERT IN INVERT IN INVERT OUT STORM TOP ELEV, INVERT IN INVERT OUT -e m M MH12 269.79' 254.92' 254.72' C137 271.30' 267.70' 267.06' O Nj• �ti MH13 268.96' 253.66' 253.46' C88 L 271.25' 1 1 267.97' -G2- PC Sta. 50+28.54 • MH 14 271.49' 252.41' 252.21' w� MH 15 271.94' 265.37' 264.85' 264.78'- , MH 16 264.32' 264.33' 264.23' !49 LXTEN OF ,MH17 263.73' 263.73 263.64' STRE le EATION CORRIDOR �� MH 18 276.09' 263.23' 263.15'-G2 - POT StO.42.50 = -Y2- POT Sto. /5 6.55 s m> -G2- PC Sto. 44+22.40 WETLAND 4 — 990.1011 I �• - • / / / 69 -G2- PRC Sto. 44+67.12 EXTENT OF �9 �� 8/9 $F • / WOODS DELINEATION CORRIDD'i� — — I 158/ SF 100, .000• -G2 - PT Sta 45 +11.84 s - - _ - - - — - - \ �, -1228S 4 �F ♦ n BZ � LC -11 _ ♦ rn �_ /\ s!9 — F — 40' TO NOF PEX GREENWAIF EASEMENT _ — MHI3 \ 1 / / — — — — NO EFERENCE FOUIyQ G2 - , _ _ _ _ F C \ r .L — — — — — — S 5%4 05.9��CI 30' I Oy�N OF APEX y:T Y — — — — 'L 3 G7j / N. 1 64 ° F' Q• m• e w ce w w e w m a e °, ° m a E F G 6 3 -tS�- Sto. 50+82.26 0 4 Mme` \ F E E \ `Y_ / 'OR I a 'PINE' • l 4 4 _ e 2- P . 4 83.9 l 1D' cDM WOODS s _ �� _ — ` �� OF p�vNp —Y2 • • St0 / ,PIN ° ?E 8 cu"^ o�� - / — �b << EXE Y t / W12%,- S 32° 13` 54.1" E 4— — — °�.� KELLY WEST 3 � S O. = LU / EX- ASSOCIATES LLC m / i M dEA CORRIDOR +49.54 `� ,D.�, -Y2- PT Sta. 15+33.69 M DB 6901 PG 748 —Y - 'E StO. 0 �� 18'8' K _LJ/' N' K— 24'PINE TOWN OF APEX •� _ -G2 PT Sto. 43+18.3 ► ° `` DAK DB 9874 PG 2380 -Y2 ' '.12+93.29 a -< N I � 10.OA rn X� d I° I 24'PINE --12•GUT) - o 24 INE m _ �0 R - _ .. _ -�Y�'- PRC Sia 12 53.06 (�, i I 0- P W , . • -Y2 - RC Sto. 11+71.26 ' ' 2 DAK 24'PI E ` Lle coy/, LLJ ' o I I 2--4E 24•4 E 1 Cie -G2 - P StO.42+42.08 ° �/ �ti / I �I` — _ 3" C REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 Qj 61 49 / iu'D�AR -- / �F -Y2- PC StO. 10+00. C)0 / / I � / % �ED \ i CB7 87EDOP \ C1384s' / \ 2 -ST' p^°P\1 E FRAM; PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Im orn PHONE: (919) 677-2000 @2016 1488 SF 639 SF ELL Y WE T O� EOWNE S �SSOC 1N 3 9441 PG 1516 M I I M WAR21NG G S L" l CONC CURB WARNING POST GAS LINE ��, RIPARIAN BUFFER IMPACT PERMIT DRWAINGS } S 33° 2536.7"E 12 AK 3D'P NO' TRESPASSING SIGNS / PROJECT-. 20 0 40 L1 1 Ix 17 sheets. I" = 80 ]JOB NUMBER: BEAVER CREEK GREENWAY EXTENSION PHASE 1 I SHEET NUMBER: 0 1, 00026 5 / / PROJECT-. 20 0 40 L1 1 Ix 17 sheets. I" = 80 ]JOB NUMBER: BEAVER CREEK GREENWAY EXTENSION PHASE 1 I SHEET NUMBER: 0 1, 00026 5 e• O Ln / i TOP ELEV. INVERT IN INVERT IN INVERT OUT MH 1 276.60' 263.80' 1 1 263.60' i i i / i TOP ELEV. INVERT IN INVERT IN INVERT OUT MH 1 276.60' 263.80' 1 1 263.60' i -t� � �g a .` CI 'N •� w WE TL8 I I / \ TOWN OF APEX \ DB 7056 PG 571 •` d \ o � \ _ _ WOODS LINE (TYP) •� \\ \ •� STORM# ti 'fie \ •�-cQ�� Ohm —C B 1 INN _�\ �\\\ .�'� � o •moo C82 TO OF APEX �\�\\1\ �� \ \ \� \\ \\\ \\� \• . `° n, \ c�' �o o� ° DB 7575 PG 395 CB3 I DO \\It-UNI) 00 �:' / x� \\\�� \\ \ \ \\ \\ \• -Z \\ \ \\ \ N \\ \ \\ • \ \ 'q W k4l VAI 1 \ \\ \ \ \ \ \\\\\\\ \ \\ \� \ /\� N � � \\ \\ \ \ \ I\29 \\\\\\\\\o_ \GU�\�IR S\\`r/, / �N 1�� XII - /I\ \ LP �I I �i II • x to c III // I I CPI � I II I I l l I obo� / 1 1 \ \ \ 1 I I _ �=__ =•� _ _ _ _ � _ _ � , , -2) C ZZ Lr %l l 11 11 l I I I I I I 1 I I I / / III 1 \ \\ \\ P - = = = \.\FE \`^'l \ \ _ — — — — _•_ _ / I // // 1 .I. I• f. I �' \1 \\ \ �� - = _ _ _10 ATE ASE I _ = = _ _ = _ I �XI�TI R� 1 I / 1 \ �U GLIII% RCP- - ---- _ __ ____-__-_ _ = _ UNE 4TC 0 ��• RCS _ / =L = L_ �� C �_ - _ Cr31 i _� CB2 G CB�CONC CURB CB4 �- WARNING POST PARK FIBER OPTIC CABLE MANHOLE# TOP ELEV. INVERT IN INVERT IN INVERT OUT MH 1 276.60' 263.80' 1 1 263.60' EXIST R/W SIGN REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 PREPARED IN THE OFFICE OF: RIPRAP I J HORACE & /RMA J JOHNSON DB 2950 PG 365 NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Im orn PHONE: (919) 677-2000 @2016 r -GI- STA 20+5 (SEE EXISTING CONDITIONS PERMIT DRAWINGS PROJECT-. 20 0 40 Ix 17 sheets. I" - 801 JOB NUMBER: j DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLA N$ DO NOT USE FOR R // W ACQUISITION Q pFX lUT \ � 1�4 998 S�'�fHr ON BEAVER CREEK GREENWAY 0 l 00026 EXTENSION PHASE 1 SHEET NUMBER: e• N Ln v niA .4j BRIDGE , COLunnry LT-- ice' � C� \ � v Z . N W m TB o _ �g TB T8 T 9 Q C LS�� • -- / MH4 �, /' 40' TOI 4 OF APEX - REE I • . NWAY EASEMENT — I� SS 3 NO REFERENCE FOUND NT ^' N 3„ ToINN of AREX UTILITY EASEME T RIPRAP �T�2 H3 3 \`\_ 3 S BM 201 PG q _ E /\ / � .. � — � • . ' � WARNING POST 20' S ER EASEMENT .. • � .. 1459 AR I o ` . - ;' _' _ ' 3 ` HS AT Y 11 BM I97 PG I S R S1 W 0 3 EXTENT OF DELINFA'TIOI CURRiFb W WOODS LINE (TYP) •----- ._.—.-------•— .—.—.---- '—•--- ` DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INOOMP LETS PLA N$ ' ' \ \ DO NOT USE FOR 1R // W ACQUISITION _ ---- \1 -11 �- ----------------------------- ----------------------------------------------•---•----- BZ ' AV • m Tg Tg BI � `, TB T �� Tg � TB WARNING POST . SANITARY SEW MANHOLE# TOP ELEV. INVERT IN INVERT IN INVERT OUT MH2 275.67' 262.52' 262.22' MH3 276.87' 262.12' 261.92' MH4 273.58' 261.49' 261.29' MH5 272.99 � � Z EXTENT OF N DELI E TION CORRIDORS Vy00DS Kimley))Horn I�-p TOWN OF APEX / — DB 11880 PG 1794 HORACE & IWA J JOHNSON DB 2950 PG 365 ♦ 000, REV. No.e REVISIONc DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 PREPARED IN THE OFFICE OF: � NC LICENSE #F-0102 EXISTING CONDITIONS 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 PERMIT DRAWINGS PHONE: (919) 677-2000 ©2016 E PRoJ ECTo 20 0 40 I Ix 17 sheetsheets.- I" = 80' JOB NUMBER: BEAVER CREEK GREENWAY 0 I%00026 EXTENSION PHASE 1 SHEET NUMBER: ' 260.63' 260.43' TB T �� Tg � TB WARNING POST . SANITARY SEW MANHOLE# TOP ELEV. INVERT IN INVERT IN INVERT OUT MH2 275.67' 262.52' 262.22' MH3 276.87' 262.12' 261.92' MH4 273.58' 261.49' 261.29' MH5 272.99 � � Z EXTENT OF N DELI E TION CORRIDORS Vy00DS Kimley))Horn I�-p TOWN OF APEX / — DB 11880 PG 1794 HORACE & IWA J JOHNSON DB 2950 PG 365 ♦ 000, REV. No.e REVISIONc DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 PREPARED IN THE OFFICE OF: � NC LICENSE #F-0102 EXISTING CONDITIONS 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 PERMIT DRAWINGS PHONE: (919) 677-2000 ©2016 E PRoJ ECTo 20 0 40 I Ix 17 sheetsheets.- I" = 80' JOB NUMBER: BEAVER CREEK GREENWAY 0 I%00026 EXTENSION PHASE 1 SHEET NUMBER: r O Ln i i 3– '— —BZ ---—-— ---— -— - —- — - —- — — BZ 2 BZ I BZ I / /-�- TB GREENBRIER 1-10 l OWNERS ASSOCIATIQN 572 DB 8412 PG 11580 � 574 / REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 KELLY NEST ASSOCIATES LLC DB 6901 PG 748 PLANTER BORE PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Kimley))Horn PHONE: (919) 677-2000 @2016 MANHOLE# TOP ELEV. INVERT IN INVERT IN INVERT OUT MH6 271.45' 259.93' 259.73' MH7 271.77' 259.97' 259.77 MH8 270.97' 259.72' 259.52' MH9 271.86' 258.14' 257.94' MH 10 270.02' 257.22' 257.02' MH 1 1 270.48' 256.66' 256.46' T8 \Z ,�/ice PARK slcNs EXISTING CONDITIONS PERMIT DRAWINGS ry �(G AV lti �T B 3- PROJECT-. 20 0 40 JOB NUMBER: 1?: 17 sheets. I" - 80' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INOOMP LETS PLA N$ DO NOT USE FOR 1R // W ACQUISITION BEAVER CREEK GREENWAY 0 l 00026 EXTENSION PHASE 1 SHEET NUMBER: 3 0 10 N AV CO / / • % I 16 2 64. 32 264.33 264.23 S TRE E '. �/ / • EXTENTOF M 7 1 263.73' 1 263.73 1 263.64' / • DEL EATION CORRIDOR MH 18 1 276.09' 1 263.23' 1 263.15' s WETLAND 4 / • s� Q, � � � 88 OF ___ / • /9 / \ �/ 69 8 —WOODS—DELINEAT ONT CORRIDOR — —� � WOODS 69 4 Z 6S /S9` 3 I C) O M E 40'APEX GREENWA ESE ENT E — E TOWN OF - — ' � MH13 I MH14 n \ W mgt. 66 "DELINEATI CORR q SS NO REFERENCE FOUND SS — -SS / 30' TOWIl APEX I TINY EA MENT BM m - 9 3 —3 3 - WOODS •WOODS � S � EXS E ' dry' � � b� �� ♦ • KELLY WEST % LINE (TYP) ASSOCIATES LLC DB 6901PG 748 N .�• /' IGRT(�IG CHAPEL VALLEY LANE REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 C137 y'�� �. J O CB8 /�C,Q o� 6'H Y e v �p 6'P1NE ss � J 8 ss S°2 9°c' ON W FES IN - .94' N wOOlas 14.OAK 14'OA / GUM 'GUAR In -PIN _ OA O'PINE 16.0 8'OA I 'OAK MIii7 S/ �� i0. K I I • e � � � 1 OAK 10•�Ee 2, �O K / J i � �Hl6A API �g \ , .. a / , PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Im orn PHONE: (919) 677-2000 @2016 PG � 441�45� I I / N �3 3 W z N a ,, 0 Z Z CJ o Q 0 �Z 01 ti mz Q F- N Ow 0- Q_ Ix U O d J (V Q < QO 00 U C U 7 K LO WARNING UST C GAS NE o KELLY WEST tias'°FMHIa Q, -3:11 HOS EOWNERS xl Assoc INC SS 1 '} PINE 20'PIIi (' l 0�AK 24PINE ' .. ? 6'�'�`�- f24- , r_U144•GUIl `• 0-7,O'OAK 10' • { ' ,12'OAK 20'PINE PINE \ / 24'PINE 8'GU 14,PiNj�i---NNE 1o'GUIl j�OODS/ / 12'OAKN �PINE 8'PINE 12TIN to cuM 18'PINE2,CPI •E • 20'GUM •� 24 --OAK— e• AK 24'PINE TOWN OF APEX 12'0 oaK DB 9874 PG 2380 10'OAK�J 24TINE �6OAK�@24,oAK / 24 PINE 8'OAK 14 PQF 12.OAK / 2IPNE '�• i 20PINE 16.OAK ` . .. — • • . IINE � 12- •AK OPINE 12'OAK NO' TRESPASSING SIGNS DB 9441 PG 16161 I XI i 1 WAR�ING P ST _ G S LIN — I I CONC CURB I WARNING ST GAS LINE EXISTING CONDITIONS PERMIT DRAWINGS PROJECT-. 20 0 40 NUMBER: ?, 7 sheets. I" = 80]JOB BEAVER CREEK GREENWAY EXTENSION PHASE 1 I SHEET NUMBER: 0 1, 00026 4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED — �. _ • — - — - — — • _ - DO NOT USE FOR 1R // W ACQUISITION 3 • -,. CO ,oWETLAND. MANHOLE# TOP ELEV. INVERT IN INVERT IN INVERT OUT STORM TOP ELEV. INVERT IN INVERT OUT /m 4-) MH12 269.79' 254.92' 254.72' C137 271.30' 1 267.70' 1 267.06' O Nj • ti MH13 268.96' 253.66' 253.46' CB8 271.25' 267.97' •� MH14 271.49' 252.41' 252.21' w� / MH 15 271.94' 265.37' 264.85' 264.78' / / • % I 16 2 64. 32 264.33 264.23 S TRE E '. �/ / • EXTENTOF M 7 1 263.73' 1 263.73 1 263.64' / • DEL EATION CORRIDOR MH 18 1 276.09' 1 263.23' 1 263.15' s WETLAND 4 / • s� Q, � � � 88 OF ___ / • /9 / \ �/ 69 8 —WOODS—DELINEAT ONT CORRIDOR — —� � WOODS 69 4 Z 6S /S9` 3 I C) O M E 40'APEX GREENWA ESE ENT E — E TOWN OF - — ' � MH13 I MH14 n \ W mgt. 66 "DELINEATI CORR q SS NO REFERENCE FOUND SS — -SS / 30' TOWIl APEX I TINY EA MENT BM m - 9 3 —3 3 - WOODS •WOODS � S � EXS E ' dry' � � b� �� ♦ • KELLY WEST % LINE (TYP) ASSOCIATES LLC DB 6901PG 748 N .�• /' IGRT(�IG CHAPEL VALLEY LANE REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 C137 y'�� �. J O CB8 /�C,Q o� 6'H Y e v �p 6'P1NE ss � J 8 ss S°2 9°c' ON W FES IN - .94' N wOOlas 14.OAK 14'OA / GUM 'GUAR In -PIN _ OA O'PINE 16.0 8'OA I 'OAK MIii7 S/ �� i0. K I I • e � � � 1 OAK 10•�Ee 2, �O K / J i � �Hl6A API �g \ , .. a / , PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Im orn PHONE: (919) 677-2000 @2016 PG � 441�45� I I / N �3 3 W z N a ,, 0 Z Z CJ o Q 0 �Z 01 ti mz Q F- N Ow 0- Q_ Ix U O d J (V Q < QO 00 U C U 7 K LO WARNING UST C GAS NE o KELLY WEST tias'°FMHIa Q, -3:11 HOS EOWNERS xl Assoc INC SS 1 '} PINE 20'PIIi (' l 0�AK 24PINE ' .. ? 6'�'�`�- f24- , r_U144•GUIl `• 0-7,O'OAK 10' • { ' ,12'OAK 20'PINE PINE \ / 24'PINE 8'GU 14,PiNj�i---NNE 1o'GUIl j�OODS/ / 12'OAKN �PINE 8'PINE 12TIN to cuM 18'PINE2,CPI •E • 20'GUM •� 24 --OAK— e• AK 24'PINE TOWN OF APEX 12'0 oaK DB 9874 PG 2380 10'OAK�J 24TINE �6OAK�@24,oAK / 24 PINE 8'OAK 14 PQF 12.OAK / 2IPNE '�• i 20PINE 16.OAK ` . .. — • • . IINE � 12- •AK OPINE 12'OAK NO' TRESPASSING SIGNS DB 9441 PG 16161 I XI i 1 WAR�ING P ST _ G S LIN — I I CONC CURB I WARNING ST GAS LINE EXISTING CONDITIONS PERMIT DRAWINGS PROJECT-. 20 0 40 NUMBER: ?, 7 sheets. I" = 80]JOB BEAVER CREEK GREENWAY EXTENSION PHASE 1 I SHEET NUMBER: 0 1, 00026 4 O O N O N 0 0 0 I Q 318 14 310 -------- I i i I 1 e--- - 1 11_/0+55.00- I I Pl ELI Vj I I I 294 I I ------ Pl ELI - VC -------- - = I = 3/5.15 = 20" ----- _-- Pl - 11 I EL = VC= --------�---- �- -- 68/. 'S. 6 Gl N GRADE STA 10+39.12 EV = 315.06' - I --- Pl E VC EL = 275 I `- - T A l8 +74.0 1= 277.45' --- -- ` I •0000 T 1 -------- ti - 1 = 30/.0T ---- --- --------�- 18+17.00 = 278.86' --------�-- - Y _ _ H I I 116+10.00 _ 293.32' �- _ EL - 2 VC = 2 I I --- I P1= 18 +93.00 1 EL = 271.95' 00.00 ` _ _ 12.62' -- PROPOSE GRADE -------- _ 12 +20.00 = 3/2.98' 1 =60 --------� - I I �` 1 -- -, --�� 1 i - - 1 L-� EX/SING I GROUND ---- Pl = /3'1+9/.00 EL = 1 VC= VC; - --`-- 1 - - 11 --------+----� = 19+70.00 = 274.47' =20' ------ 07 -- P14+55.00 02.35 E� O' VL1=20' ----------- P/ = EL C�3p' _ E11L _. 1 V $ - - ;- X1_0 - -- - �� - _ - - i i 1 1i , _0� , • 62 2_4Q ---- -- -1 2 � `oo 2_�2 -_ r 1 I I- - -- 14 - -+-pl=-�f ----- --- 1 9 - xIST ING _ ROUND I �- 1 -�,� - 1 I I II -------- - ° I �- 1 1 - (+)0.5 -- _ ---- - B - - E - 1 r- I � I I _ 1 - - - I 1 1 I - 1 - l END BOARDWALK 1 - - Gl ST = R --- -Gl 1 ELEY TIE I i 1 P 1 - 2 BEGINBOARDWALK -Gl - I ELEV ---- 1 1 ° I I , I - ------� -�- I - - �-� OOH I ° o - PROPOSED GRADE I o_ __����-- I - _ #1 + I9 60.00 74.6TIT-;m GST --- PROPOSELEV GRADE _��-�- I I 1 ------- I_ - 212 ---- 1 _ - _ II I r-�2. - -i - - - - ♦ ` - - I --I I r-�2 p p pOi i ° - - -' i •opoROUND 1 STA 19+80.00 = 274.67' TO EXIST SIDEWALK - - - � _ !,1 I _. - �I 1 _ I - I 71 - - 111 4- i- - i- - i- 10 11 12 14 14 15 16 17 18 19 20 - i 2Z4- 2 262 - I I 1 1 1 - - - --�- � 1 P1= 22+50.0 EL - 276.7 _ IVC -40 (+)1.3333/ BEGIN -G2 - ELE P/ = EL - _ 1 VC -140 r\J3�000i 1 i GRADE BEGIN -T2- E 0 1 _ _ 1 - P=25+88.8j,1- I I Bo ARDI�ALK- I 88.83- 26+58.83 i= 275.18 1 1 TYP I I - -- - I _ r Ll -1 _I _I _I I i- -� Pl EL � I FIT - 1- - 3/+16.23 �= 272.97' I _e _ 2.0000 I i- e_ I 2+90.00 1 275.52 1 I I 1 - - PROPOSE - GRADE (-)9.2552% I -- i i�_ i �_ �. - I i 1 i EXIST l �� 1 I / = 29+76 L = 274.37 STA 25 EV = 274.131' P1 EL )/5000 0 ? �_ - _ � 278 Pl 1 -- - _ ._ _- E 1 v - Till I 1 �� - li II = 25 +20.001 272.30 _ " -80 --- � +) • ---r----------------�_ � i I - - Ii --- 1 _ -1 � f I I 1 1 11 i I 1 1 1 I I I G { - T A 22 +20. 276.36' 1 1 1 - IFFA 1 G2- L� I ,I ttttl I - 22 23 24 25 26 27 28 29 30 31 PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 ornPHONE (NORTH CAROLINA 27601 PHONE: 919 677-2000 ©2016 PROFILES PERMIT D RAW I N G S 0 HORIZ 40 PROJECT-. BEAVER CREEK GREENWAY EXTENSION PHASE 1 REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe 1 Ix 17 sheets. = (9 0 VERT 2 0 4 This document, together with the concepts and designs resented herein, as an instrument of service, is g p g p intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 2013 NUMBER: 0 �00�26 SHEET NUMBER: v 0 O N O N 0 0 0 I Q 282 2 78� 266 I I i I I I 1 i I I I P/ - 31 +86 I EL = 27/.57 I --- - E - _ EL --- - 177 IL I I - - -------- I BOARDW AL 11_jIll 3 - _ 1 _ _ _ - �------- / - 35 +27.7 -- E L = 272.5/' I - - i Pl { GRADE I .0000/ l I 1 I L -- - - --_ -- - - _ _ iI -G2- -Yl- SFV Pl = EL - - - -- I XISTING ROU D --� - -------- I - I 1 _ ---- END BOARDWALK - ELEV = - -------- - - Pl =_ _EL_ -- °-��°500 3 1270.4/' - I -- - - - - _--- Pl - 40+49. EL = 270.4/ p/ = _ V C - ----- 3j ° -- - -�- I I I STRIEA- STA 37+26 x57 - ------- I I -- -- - - _ - -- - - - _ _ - -� -- - -i- - -- BEGIN -G2 -# -- ELE 2 Pl = I I EL = �-_ _-� E� ° + I.0 () -- EA iI I T1 1- - - 3 _ !- ---- D BOARDW AuK I_ STA 32 +76 �=-2Z226� 1 1 X32+76.23 1272.26 _ 33+uTf& - 272.5/ 28 I -IF- - Z I 23 - STA l2 +15.3 = 1 � 37+48.26 272.68 = I I i= 35 +57.76 I -- - I - - - I I 1 _ _ _ _ P/ = 138 +58.02 EL 270.89 - - 8 -I - I - I I 1 _ STA 3/ +,f6.23 V= 27/.,57 _ ��18- EL = 270I VC = 80' ------- 57 ST _ _ f + I I 0 +85.00274 ,_27 60 • 0 +17.78 - 270.89 I I - _ -- j-- _ f +JO10000, - -- I - I I _. / - - - - I ----- i -G2 - 270 -262 14 -- - --- 1 I - - I 1 _ _ - - I I - I iI- - -- I 1 I - ---- � i I I - - - -100 i , I I_- I -----------� - - I � I --- � - I (_)0. 5000* _ I TYP I I i - _ I - - I I - -- -�-- I I- --'- 1 1 I - - _ _ _ _ 7 _ 32 33 34 35 36 37 38 39 40 41 42 2 74- 2 2 2 2 2 2 4 1 _ - ---------- 1 I I 1 I i 1 _ -� - 1 --- L I I I ------ - -- I _ _ - - - - E - - - 43+39.00 269.89 I ___ 0 % l + •00 I I � I _ G2 - STA 491+42.50 = - 4/.55 -G2 - ST ELEV = -i I 1262 --- 1 - -- 50 +08.00 70.18' - - ------ - - �- - - _ - I EL = 270.2 I I - _N- - -� _ I ° 1 ! - - i ALK # 39.00 - I BOARDWAL - ST 3+ - 'I V - 269.89 I_ 43+84.00 I - 269.89 i 2���0 j - - I - - _ _ - Pl = -� EL ' GRA I i I (+)15000 I I I I 1GROUND - --- E)VD - I __ __ E 48 +39 00 ; - 27/.9/ - E I ° I - - - - - i � 42+67.00 = 268.45' _ Pl = EL i ( I +) --1-- I ____�------� - - - --- - #4 ---- .00 - Pl - 44+72.0 EL - 268.13 -� /pa---_-_ Rl EL I I( - - __- BOARDWA _ K #5- 39.00 9 +05 00 ' , 272.24 I 100 _ - _ _ - - 2 - STA 43 ¢ - �� EV - 269.8 EN ---- -G FTTI EL I P1 �_ ELI 0.0000/ I I I I I I I �-- --- /0, TY - - - - - 2 - ST A 48 EV = 27/.9/' I Pl = 1 -i4 EL - i = I VC i ° I l +JO. 5000 ,% BEGIN BOA DWALK #5 Y2 - STA /5 LEV = 27/.4 - I _ - i - �-�2 ° _ _ - -- Pl EL 1 I - = 45 +53.0 = 269.75' ° +)2• 00/ -- --_-- ELEV = 2 I P�53.01�_ EL I ° (266 9.75 _ i J- 1270.20 - I ! I - - I 2 70 I I I I: /0, TYP -- 1 PROPOSEDI CROSS P/ 1 l5" . E _ 1 1 1 ! Fi 1 1 1 1 25 L_____ -------_-_� I _ STREA I I I I � I I -G2- -TA 42 43 44 45 46 47 48 49 50 51 PREPARED IN THE OFFICE OF: NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 ornPHONE (NORTH CAROLINA 27601 PHONE: 919 677-2000 ©2016 PROFILES PERMIT D RAW I N G S 0 HORIZ 40 PFC�ECTo BEAVER CREEK GREENWAY EXTENSION PHASE 1 REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe 1 Ix 17 sheets. = (9 0 VERT 2 0 4 This document, together with the concepts and designs resented herein, as an instrument of service, is g p g p intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 OB NUMBER: 0 �00�26 SHEET NUMBER: u 0 0 N O N 0 0 0 0 I Q Y I I I I I -2B8 $ 8 2Z2 6 8 8�_-- _ _ - -- - _ _ _l4 VC 0 --=% - - I - I -_ -- - II _--_--2 I AnE 10+09.74 77.92' +45.00 277.10 ----, ! --II I �=-j- L 274.2 f 11 00 l0 +70�.2- Q / RADE +20.00� 272.421 EXIST SIDEWALK -t I -- - -YI - STJ ELEV = P/ EL —_ _ I I -- -- - - - ELI = l 274.40 I'I;IIII %= - X/ST/G �I -4-0- ---- -P�IfI -------- 274.18 ___I Pl - -_--V C II 13+65.00 �,JS i 280 - - ' _ I - I I I I I ' - EL VC I 272.32 30P1 PROPOSEf-10.489% GRADE IiII IfII I l=5201 EL 7125 VC 0 VCI � 14+1000 IiII;IIIE, 271.93' _- 95.00 T 114-ELEV -�- P000j i2EI - PROPOSED, CROSS PIRE II f- RADEPl= D GRADE 1II END GRADE I +l5 00 0VQ 9 PROPOS GRA Pl +90.00 VC 40' - Pl 10+3 VC 20' -ST EV = 271.57' � -0- ST -G2- ST ELEV_ Yl- SAA -- ELEV 12 +10.00 37+26.57 5RT) 72.68 l2+/5.34 272.68' -- - +42.5 .5 *2 711L TA 4.9 S 27347 D 1) " BE IN -Y2 ELEV E T - 5Q � COQ -GOUN 5733% Xl l�G GROUND l5" - ILL III I -- 1 1 12 131516 12_ 10II 14IIII 10III 1II 1I;III -Lai _� IIIIIIIIIIII IIIIIIII 44- -- iIItI iII�I Ft 1+1 T T- T - 1 i�1IIiII1 I -LL _T±H PREPARED IN THE OFFICE OF: ■ NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 NA 27601 RALEIGThis PHONE: 919 677-2000 ornPHONE: ©2016 PROFILES PERMIT DRAWINGS NGS HORIZ 0 40 NW'-A PROJECT - BEAVER CREEK GREE Y EXTENSION PHASE 1 REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: 1 Ix 17 sheets. = 80' VERT 2 0 document, together with the concepts and desi ns g p g presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 JOB NUMBER: 0 ��0026 SHEET NUMBER: 7 C a a I v CQ 0 L Q L Q0 U 0 L Z� 0 L L 0 CQ I N O 0 0 N O 0 0 I J Q N Ln PAVEMENT SCHEDULE A I 6" REINFORCED CONCRETE SIDEWALK PROP. APPROX. l.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, Cl AT AN AVERAGE RATE OF 165 LBS. PER SO. YD. J/ I PROPOSED 6' AGGREGATE BASE COURSE S I PROPOSED 4" CONCRETE SIDEWALK S I PROPOSED COMPACTED EARTH MATERIAL EXISTING GROUND NOTES: 1. SEE PLANS FOR SPECIFIC MULTI -USE PATH LOCATIONS. 2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. 3. SEE PLAN SHEETS FOR MULTI -USE PATH SUPERELEVATION TRANSITIONS. (2% MAX SUPERELEVATION) 4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. OFTEN REQUIRES CONTINUING 0.02 FT/FT SHOULDER SLOPE UNTIL TIE-IN WITH NATURAL GROUND (SEE CROSS SECTIONS). REV. No.e REVISION: DATEe DRAWN BY: I CHECKED BY: This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associates, Inc., 20 16 SEE NO; EXISTING GROUND THIS LINE EXISTING GROUND _r - - _ _ EXISTING GROUND BEND SS TYPICAL SECTION U S TYPICAL SECTION U -O/- T A 10142.06 TO STA l7 +00°00 -Cl- STA 17+60000 TO STA 18 +74°00 Cl - STA 19+60.00 TO STA 19 +80000 -G2 - STA 22 +20000 TO STA 25+8800 -G2 - STA 31+86.23 TO STA 32 +76.23 -G2 - STA 40+49.78 TO STA 43 +39000 -G2- STA 43 +84°00 TO STA 45+53.00 -G2- STA 48 +39000 TO STA 50+08000 l' THIS LINE &aRCAE SECTION Yl STA 10+09.74 TO STA 12+10°34 Y2 STA 10+20.00 T 0 STA /5+4/.55 PREPARED IN THE OFFICE OF: EXISTING GROUND INC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 Klmley)Horn ) RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 © 2016 -LI- C BOARDWALK DECKING (TYP.) PEDESTRIAN RAIL (TYP.) E0. EO. SPANS < 10' C CAP BEAM GALV. HEX THRU BOLTS WITH I�� CAP BEAM SPLICE BLOCK REGULAR WASHERS (TYP.) T EXTERIOR ( S (TYP.) nBLOCKING (TYP.) n 4x6 BLOCK -j BETIgEEN POSY AND STRINGER CAP BEAM (TYP.) (TYP.) STRINGER, LAPPED AT INTERIOR (TYP.) 3 OR 4 EOUAL SPACES FOR 15' OR 20' SPANS C 1A•_ATu ri o DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INOOMP LET E P L.A N$ DO NOT USE FOR R// W ACQUISITION EXISTING GROUND L BLOCKING (TYP.) TIMBER BOARDWALK DECK FRAMING PLAN TYPICAL SECTION THROUGH MIDSPAN S TYPICAL SECTION APPLIES T BOARDWALK SECTIONS TYPICAL SECTIONS PROJECT - PEDESTRIAN RAIL S(TYP.) BEAVER CREEK GREENWAY NOT TO SCALE EXTENSION PHASE 1 JOB NUMBER: 011200026 SHEET NUMBEF. •5'-OTH BOARDWALK r r r ; LAPPED STRINGER T r DECKING GRADE POINT L BLOCKING (TYP.) TIMBER BOARDWALK DECK FRAMING PLAN TYPICAL SECTION THROUGH MIDSPAN S TYPICAL SECTION APPLIES T BOARDWALK SECTIONS TYPICAL SECTIONS PROJECT - PEDESTRIAN RAIL S(TYP.) BEAVER CREEK GREENWAY NOT TO SCALE EXTENSION PHASE 1 JOB NUMBER: 011200026 SHEET NUMBEF.