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HomeMy WebLinkAbout49-15 Town of Havelock Oversized PlansO v W O t a� a� U O �a rn „f 0 O a� O Q)'4- LN L o n -- La-o 0� _u PH AS E 1- PHASE 2 - SITE DATA -PHASE 1 P.I.N.: SITE AREA: AREA OF DISTURBANCE: IMPERVIOUS AREA: 6-053-001-D 6-053-003-A 2.59 AC 40,498 SF .93 AC 11,466 SF .26 AC CONSTRUCTION, KAYAK DESIGN DEVELOPMENT SITE DATA - P.I.N.: SITE AREA: AREA OF DISTURBANCE: IMPERVIOUS AREA: VICINITY MAP NOT TO SCALE G SITE 0 Q O u MILLER BLVD N PHASE 2 6-053-001-D 6-053-003-A 2.59 AC 32,884 SF .75 AC 39,405 SF .90 AC IC WATERFRONT PARK = ''''� �0 _AUNCH AND DRIVEWAY ACCESS cn ui cr_ II �'I Ali SHEET INDEX COVERSHEET.............................................................................................CS SURVEY OF EXISTING CONDITIONS............................................................L-1 LIMITS OF CLEARING AND DEMOLITION PLAN ............................... ............ L- PHASE1 LAYOUT PLAN...............................................................................L-3 PHASE1 GRADING PLAN..............................................................................L4 PHASE 1 ENLARGED LAYOUT AND GRADING PLAN AT KAYAK LAUNCH ..... L-5 PHASE1 DETAIL SH`EET...............................................................................L-6 PHASE 2 EXISTING CONDITIONS..................................................................L-7 PHASE 2 LIMITS OF CLEARING AND DEMOLITION PLAN.............................L-8 PHASE2 LAYOUT PLAN................................................................................L-9 PHASE2 GRADING PLAN ............................................................................L-10 PHASE 2 PLANTING PLAN...........................................................................L-11 PHASE 2 DETAIL SHEET...............................................................................L-12 PHASE2 DETAIL SHEET...............................................................................L-13 OWNER: CITY OF HAVELOCK, NC ADDRESS: 120 CHURCH ROAD HAVELOCK, NC 28532 CONSULTANTS: LANDSCAPE ARCHITECT, CIVIL ENGINEER, SURVEYOR THE WOOTEN COMPANY 120 NORTH BOYLAN AVENUE RALEIGH, NC 27603 PROJECT FUNDING: A JOINT PROJECT. BETWEEN THE CITY OF HAVELOCK, NCDWQTHROUGH A CAMA ACCESS GRANT, AND SECURED THROUGH THE COASTAL WATER MANAGEMENT LAND GRANT w z w cn Q h- ch co S N V OC V Z N N fYJ O BOO&^ U cz C d N � � " - Z .«+ 4E I W Q d cD O O L ti n ^ C7 N LL, w o W 2 M cD W FINAL DRAWING NOT RELEASED FOR CONSTRUCTION Q Z _J O a U 2 H cr_ O Y z Cr= Q IL z Ll- Y rz W f -- E— L1J i w w = Q U C!) _ cr_ LA_ O c/) Lli = 0 v w U w U U OJ >- u) z O U z w Q U Z � m z � m v m n � 0 c:n � 4tWGl""i '101, ibt 'NO e rtY ",(CK , /p `�Silfs5�3b£% DESIGNED BY: DCS DRAWN BY: YM CHECKED BY: DCS PROJECT NO.: 2972 - U DATE: JANUARY 2015 SCALE: N.T.S SHEET 1 of 14 PROPERTY OF, \ / KENNETH AND CRESENCIA GRIMM \ CITY OF HAVELOCK 1 / '" ` / `�✓ i ry / ,,�.,�,,�,,,�S87'1mmuw8'58'E 20699' a~ / 10 MIN. SETBACK I W _ i6D n / OSSIBLEW Li PIPE RISER t// \ rn APPROX. EDGE\ot OF WATER h EX. WOODED SLOPE IN i ++ Y , `!� TREELINE I EX._RETAINING i i X / w� 404' WETLAND ,a^ �/ / r 2.59 TOTAL ACRES t LINE p/ / t APPROX. WATER 2�0- '// / /� I /_ozJ �_� / �v/ I I EX. jAfl)ED L PO Eo h) 1 4 1 Os laik ib ru ,/� O 1 Von 01) p 1 _ / \ x p a' r EX, TREELINE ` W . ,�p� t,t ♦ / V` / EX. WOODED SLOPE I c wo 1 I \ ' `10' MIN. I SETBACK N87 1 I _ ,I .18 p w 149.98' li ;I PROPERTY OF, CHAD WEDDINGTON Z� `\ N 9 (^ ' I I � U W Y J I I W X � � I 1 to PROPERTY OFF WILLIAM LUZADDER O 1;7Z—N88*14'00'W _ 5.34' 3Q, N ♦ S� � 1330 _ _ _ _ _ ----------------ram/{� SEWER.WY SE "�- --�= - -- ---WOODLAND DRIVE 00 _— 60'PUBLICR/W--- ♦ S12 �8roll I U� w to I 'q I iiW I it 'I I I 1 I it �I I 'I I I I I 'I I I I 1 i I I I I I I I I I I I I i I I I i I I I I I z I I I I a I W i l7 A I I Q J U a I o I _ I U' I i I I ( I I I I I LEGEND EX, SANITARY SEWER MANHOLE EX. POWER POLE ® EX. TELEPHONE POLE —� EX. OVERHEAD POWER LINE -- - — — EX. PROPERTY LINE 15 EX. MAJOR AND MINOR CONTOURS j 'x \1 EX. TREE c� Z z �LO U <Q5 cr J - oLcurz O ~ U QZcc O V... LL.. cn z O w m z W " c M 2 00 N U [C U Z N M — Ln CD ,a Z Z � CD N s W = a °' 0 CL L Q — r. � _ N U'll cr w W O = W M _ W Q z 0 a U 2 F- 0 z z 0 a c.� 0 J Y a O cc cr W Q U w �Q O= �CL `1 W W U O cn DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: N L SHEET SCALE: 1 "=30' 0 15' 30' 60' 90' m 0 m m 0 z U) U "' ) z w O LL 00 w O Cn DCS YM DCS 2972 - U JANUARY 2015 HORZ., 1" = 30' 2 OF L-1 14 Note: This drawing does not reflect anchoring, once sufficient information concerning water and hottnm conditions is received �N o C � Q O � U O \ Q 0 Cp ti Q I) b 40.0' 26.00) Dock Live Load of 62.5 Ibs/sgft NOTICE! Read EZ Dock Limited Warranty carefully. Among other things, EZ Dock does not warrant damages, failures or defects caused by unauthorized modification of EZ Dock Product, and/or unauthorized attachment to/of EZ Dock Product. (0 Z O W CE w U w V H r 00 LPL 2 ^ N •--� U OC U Z fV N M a CDCD ~ - d cj LP) Z N ` Wz z ni F= ca � rn O J i O Ln _..� C7 2 N f.- L0 }� N LLj w w O M C7 Z w GENERAL NOTES 1. EZ DOCK LAUNCH SYSTEM SHOWN AS BASIS OF DESIGN. SUBSTITUTIONS MUST MEET AND EXCEED FUNCTIONALITY AND PERFORMANCE. SUBSTITUTION REQUESTS MUST BE MADE IN WRITING TO ENGINEER AND OWNER FOR REVIEW AND APPROVAL. 2. ALL DIMENSIONS AND EQUIPMENT SHOWN AS REFERENCE. CONTRACTOR IS REQUIRED TO VERIFY ALL INSTALLATION REQUIREMENTS TO MEET SIZES SHOWN AND PROVIDE ALL NECESSARY MATERIALS, LABOR, AND PROVIDE ENGINEERED SHOP DRAWINGS FRO REVIEW PRIOR TO INSTALLATION. 3. CONTRACTOR RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO SHOP DRAWINGS TO PROVIDE ACCURATE SHOP DRAWINGS. SCALE: 1 /2" = 1'-0" 0 1' 2' 4' 6' V z z O Uj <C aU.J CC- --jF Z O JOv Qz0 Z U- LL Q Z .J O Q U cc O Z Y rz Q a. 2 O M U- cc w Q U W Cr Q O = Y W W CC U U' O _J Zrn z m t45yy.. g¢gi t[pt��Pi}}� Q�%A DESIGNED BY: DCS DRAWN BY: YM CHECKED BY: DCS PROJECT NO.: 2972 - U DATE: JANUARY 2015 SCALE: HORZ.: 1" - 30' SHEET 6 OF 14 L=5 I I I I � I I / IN I CITY OF I PQS�R, a` HAVELOCK I / ti / Kati Z APPROX. EDGE / OF WATER RETAINING WALL, TYP. L12 PEDESTRIAN BRIDGCAP / AI ROUTE a^ i� 404 WETLAND LINE rzWODDS •�, �'� / TIT REMAIN APPO XWEDGE 05 2 / GRAVEL MOW 8 STRIP, TYP. - 65� '` .+ / -1 STAGE I y _. :ram►. '�' -"" WOODS o LAWN � ` TO REMAIN. r- 10000 LAWN \ LAWN EDUCATIONAL. \ SIGN TO BE PROVIDED BY U WNER SCULPTURE TO BE PROVIDED \ BY OWNER PROPERTY OFi 1 CHAD WEDDINGTON c\ Ps Kc TAB, ' O - — z v+\ GRILL, TYR 7 \ EXISTING WOODS TO REMAIN /MIN. 5E 3a ST' -- 00 *00 /0 1 ' S 2�Ia S � N �0 ::) � o 0 C� a o • n L. 7 cn � PROPERTY OF, KENNETH AND CRESENCIA GRIMM GRASS PAVERS I, I BENCH CAP, TYP ' I .i I I I ,I U � I 1 �v � f I CD CONCRETE SK)EWALK, TYP. � Wa, PROPERTY OF, WILLIAM LUZADDER �PERMEABLE PAVING f1 ell lIiIi;� iI I II V =U=CO L12 ASPHkT PAVNG, TYP. LCLz7! CL o 88'14'00'W cn 5.34'BUS PAKNG DRIVEWOODLAND ME IIII I I II i ------------- 60'PUBLICRIW___ I � I > > PARK HOURS SIGN I CROSSWALK � I � I STOP SKIN I I 0' X 70' SITE TRIANGLE. M. I I I I I CONCRETEBAND AT EDGE OF GRASS PAVE CONCRETE PLAZA, TYP. 10' X 70' SITE TRIANGLE, TYP. PARK HOURS SIGN CROSSWALK CONCRETE EDGE; RESTRAINT, TYP. PERMEABLE PAVING 2-HANDICAP PARKING SIGNS 2-CONCRETE WHEELSTOPS, TYR 30- CURB AND GUTTER, TYP. LAYOUT NOTES 1. ALL DIMENSIONS TAKEN FROM FACE OF BUILDING OR FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL SITE IMPROVEMENTS TO COMPLY WITH THE CITY OF HAVELOCK DESIGN GUIDELINES. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF HAVELOCK STANDARDS. 4. REFER TO DEMOLITION AND GRADING PLANS FOR COORDINATION OF LIMITS OF DISTURBANCE AND CLEARING LIMITS. 5. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH LOCAL INSPECTOR. 6. ALL ROAD IMPROVEMENTS ARE TO BE COORDINATED WITH NCDOT REQUIREMENTS. 7. ALL AREA WITHIN SIGHT TRIANGLES SHALL BE KEPT CLEAR OF ALL POTENTIAL OBSTRUCTION INCLUDING BUT NOT LIMITED TO BUILDINGS, SIGNS, ECT. PLANT ONLY LOW GROWING SHRUBS(30" MAX.) ABOVE CURB AND TREES WITH HEIGHT OF WIN THIS SITE TRIANGLE AREA. 8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 1.09A SLOPE ON THE CURB. 9. ALL ACCESSIBLE RAMPS AND SIDEWALKS TO BE INSPECTED BY CITY INSPECTOR AFTER FORMING AND PRIOR TO POURING. 10. SITE TRIANGLES SHOWN ARE THE MINIMUM REQUIRED 11. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. 12. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION IMPERVIOUS AMOUNTS 30' INNER RIPARIAN BUFFER 20' OUTER RIPARIAN BUFFER A.E.C. REST OF SITE VSA - CONCRETE 0 SF 0 SF 0 SF 2,902 SF VSA-ASPHALT 0 SF O SF 0 SF 8,594 SF VSA-PERMEABLE 0 SF 0 SF 0 SF 6,234 SF CONCRETE WALKS/PLAZAS 407 SF 573 SF 1,750 SF 12,895 SF BUILDINGS O SF 0 SF 0 SF 4,450 SF RETAINING WALLS 13 SF 48 SF 204 SF 193 SF AMPITHEATER SEAT WALLS 0 SF 0 SF 0 SF 412 SF STAGE 0 SF 0 SF 0 SF 176 SF WOODEN PEDESTRIAN BRIDGE 186 SF 126 SF 159 SF 73 SF SIGNAGE 0 SF 0 SF 0 SF 10 SF TOTAL 606 SF 747 SF 2,113 SF 35,939 SF Z z 00 uj U QQ �"-'Z O ~ U Qz0 Z "- U_ SCALE: 1 "=30' 0 15' 30' 60' 90' v) z O U) w cr W �-- z w " OD 00 n'� S c� CL N U Z N N m O Q -- — .r-, Z Z - N X a W z 4 LD LD m O CO J C/7 CD � 2 N L f) !r : N W w _ O w Z m F— ro Z W z J O Q U cr_ O Y Q CL O Ir cc O < �L W > N (r U) E— ll. O O = U) °- O 0 — U Y W OC U v OO cn z O a O 0 `n Z m � � m o p k,yj,l4dil „ I, { CAR t rorAz 3,�y +t 19)44 t11 DESIGNED BY: DCS DRAWN BY: YM CHECKED BY: DCS PROJECT NO.: 2972 - U DATE: JANUARY 2015 SCALE: HORZ.: 1" = 30' SHEET 10 OF 14 _g n O -------------- _ )----------'/L-'`---J'_ Ir o o \ ---�, 1 c' ` > \\ \ N + 0 / 1 I ► , 70, MAN ®�. so0�'�I� ��Tg�Ck\ 2 42 ,00 ,� / I / C / V 0 0 � / �l c / / u O Q N CIO N O v O o rn a� ,c 0 Z Q O lt) U au O N CIL -ro,� / / / / / / / / -A O -A 1 C) PEDESTRIAN BRIDGE ))_-----------\ oy/ I \ 1 \`I \ I \ 1 \ 1 I ` i i \ 1 - ------ 13 1 \\\� LI \\ \ / N I 1 \\ \\ \QD 1 I � `,�\\ \ FLOATING DOCK W/ \ KAYAK LAUNCH . n/04 r i \ \\ `N s \ � \ SECTION A -A' PEDESTRIAN BRIDGE SCALE: 1" - 20' 1 1 I \ \ X o° I �' ', \\ \ C - `♦ KAYAK LAUNCH AREA 00 o I 1 \ \ 11 t + o 0 to o \ \ 1 + o0 0 J / / I 00400\ \ \ \ \ \ \ � _ ) )' ,' i +, I o o°o\ 0 0'\ ``\ `\\ f ''\\ 20' 10' 0' 20' 40' 60' o00 $ ° o '\ ``� \`\ ` SCALE: 1" - 20' 0000 Wk 20 10 0 -10 -20 NOTE: DOWNSTREAM BRIDGE AT NC WILDLIFE PUBLIC BOAT RAMP AT US HWY 70 HAS 8.5' CLEARANCE FROM N.W.L. 0+50 FLOATING DOCK, SUPPORTS AND GANGWAY TO BE DESIGNED BY OTHERS. 1+00 SECTION B-B' FLOATING DOCK & ALUMINUM GANGWAY SCALE: 1" - 20' 1+50 V _z o W �WLLJ U) DMZ �0 _joU QZO z LL W cr z W " cP r cM tb ^^ L� = U � N Z N N M O �rl n � - U V' C N ti a 10 N J C�5 O c oa��m ED OG N w W W O M T 1 a z W 5e 0 W Q UL O I Q Z Z3 O Cc Q U t— Cc O Z Z O C) Z LLJ Q C) Y Z Cc U- Cc W Q U Cc 0 U) Y W W U 0 U) z m n _ za m n _0 IL" W _J O W Lu 0 J ����tttttttertaf CAR{ w l " 24 L K r ,�ae�,. DESIGNED BY: DRAWN BY: DRS CHECKED BY: DCS PROJECT NO.: 2972 - U DATE: JANUARY 2015 SCALE: HORZ.:1" = 20' VERT.:1' = 2' SHEET Cal 0 N E U O �o Q N �U O n Q� O Q � U �n a�o•� L O 0 0 Q- n FLOATING PIER W/ KAYAK/ LAUNCH INSET NO. 1 CITY OF \ HAVELOCK `� ��` , EARTHEN KAYAK LAUNCH AREA V % (3'x25') I40, _ ° O ° O °o°o°o o00000 APPROX. EDGE�z ' °°°°°°0 / OF WATER ' / J PEDESTRIAN BRIDGE lb oil 6" INSET NO.241, I O& 404 WETLAND LINE APPROX. EDGE cj0 OF WATER-74-65 ••!i i / ole f � � it 0 ♦ \ ,✓ r � \ \� O \ RIPARIAN PROPERTY LINE , \ • \ F------ \ � I \ � G PROPERTY OF: CHAD WEDDINGTON f s O Z O U O Q �h W r� EXISTING WOODS TO REMAIN I � N O \ J i \ N88°14 K 5.� MH 30 15' 0 30' 60' 90, SCALE: 1" = 30' _,- / - - - - 00 PROPERTY OF: KENNETH AND CRESENCIA GRIMM OD L A N D D R DRIVE ___. s 5 - -- -- ---- 1 V r%-- --- o • ----------------------------- — - I I , , I I I i I I i I i i N' I I I I I I I I I I I I I I I I I I i I 1 I I I I I I I H I i I I I I I I I I i I I i 1 1 I I I I I I I I I I I I I I I NI I � 1 I I I I I I I I I I I I I I I i I i I I I I I 0 I� I , I Iq ci I I 1 I I I i I I i U oo I I I I I I I 1 I I I I I I I I ' 1 I I 1 I I I I I I I 1 i I II I I I I I II r I I I I I I I I I I I I II I I I 1 I I I I I I I I I I I I I I I I i 1 I I i i I I I I I I I I I I I I I I I I al 1 I U I J L7] ; 1 I I I c ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 INSET 1 A.1 NOT TO SCALE 2 INSET 2 A.1 NOT TO SCALE �p_ QWr Z = 0 U) zz 7j.o0 W O a. RECEIVED JAN 2 7 2015 cn z O W M z w 0 a U W a a w w cc w z z w " C1,. eM 2 U cr- N C- Z .--I N M oa^� U poora = N ,y N m Lu a C D Doom OJ 1 N L O� C V r Lo Z _ N C'4 N LL1 LL' w O CM 2 Z CD z w Q z J O DC Q U 2 F- CC O z Y cr Q CL z o crLL Q U_ Y cc LL- U H F- w0 z W = � 0 Q _ LL 0 C~/)CL LJ_ Imo- Y m 0 W z w Q U � iL O z O U z w Q U DESIGNED BY: DCS DRAWN BY: YM CHECKED BY: DCS PROJECT NO.: 2972 - U DATE: JANUARY 2015 SCALE: HORZ.: 1" = 30' SHEET As 1 t2 0 N t2 r �o N Q N� U � 0 n a� o i I \ cn Q U oo o a �N "Jo o�o� I � I i EZ-DOCI' SYSTEM W/ KAYAK LAUNCH AND GANGWAY ,—LAUNCH APPROX. EDGE OF WATER PEDESTRIAN BRIDGE 404 WETLAND a\.-% EXIS/NG—� LINE �� / �/_4ODS F/ T/ RI MAIN APPROX. EDGE OF WATER ��' GRAVEL MOW /8 _ STRIP, TYP L-12 _4.65_ t- ell i/ ♦ k EXISTING' WOODS o ♦ \ TO REMAIN LA' �, •\\� f EDUCATIONAL \ s SIGN TO BE ♦ 4T PROVIDED BY ` \ cp OWNER RIPARIAN PROPERTY LINE ♦ \ SCULPTURE ` \\ TO BE PROVIDED BY OWNER I \ ;F 8 o♦ o_\ PICNICi TABLE, TYP L 12 PROPERTY OF: � GRILL, TYP. L 12 CHAD WEDDINGTON \ EXISTING WOODS \ TO REMAIN ♦ \ 3� MAN SE MH ���2185 VV 3 0' 15' 0 30, 60' 90, SCALE: 1" = 30' PROPERTY OF: KENNETH AND CRESENCIA GRIMM RIPARIAN PROPERTY LINE GRASS PAVERS L-12 BENCH CAP, TYP. I � 1 i u o �Q I m I , �cf) 4 z CONCRETE SIDEWALK, TYP. I o L-12 PROPERTY OF: 2 WILLIAM LUZADDER cn L-12 PERMEABLE PAVING I Q o 1 I 5 L-12 ASPHALT PAVING, TYP. f M W I I NU N88`14'00"W i 5.34' T BUS PARKING MH -- OODLAND DRIVE i I 60r PUBt1C RtUtf I --------------------------------------- 11 ' L-12 PARK HOURS SIGN I CROSSWALK ' 1 ' 1 I , 1 V—STOP IGN I I i 1 I 1 , 10' X 70' SITE TRIANGLE, TYP. CONCRETE AT EDGE GRASS PE CONCRETE 10' X 70' PARK HOU CROSSWAL / HD CONCRETI -STOP SIGN CONCRETE EDGE 11-FIXED BOLLAI PERMEABLE PAVI 2-HANDICAP PARKING SIGNS 2-CONCRETE WHEELSTOPS, TYP. 30" CURB AND G LAYOUT NOTES 1. ALL DIMENSIONS TAKEN FROM FACE OF BUILDING OR FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL SITE IMPROVEMENTS TO COMPLY WITH THE CITY OF HAVELOCK DESIGN GUIDELINES. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF HAVELOCK STANDARDS. 4. REFER TO DEMOLITION AND GRADING PLANS FOR COORDINATION OF LIMITS OF DISTURBANCE AND CLEARING LIMITS. 5. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH LOCAL INSPECTOR. 6. ALL ROAD IMPROVEMENTS ARE TO BE COORDINATED WITH NCDOT REQUIREMENTS. 7. ALL AREA WITHIN SIGHT TRIANGLES SHALL BE KEPT CLEAR OF ALL POTENTIAL OBSTRUCTION INCLUDING BUT NOT LIMITED TO BUILDINGS, SIGNS, ECT. PLANT ONLY LOW GROWING SHRUBS(30" MAX.) ABOVE CURB AND TREES WITH HEIGHT OF 8' IN THIS SITE TRIANGLE AREA. 8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 1.0% SLOPE ON THE CURB. 9• ALL ACCESSIBLE RAMPS AND SIDEWALKS TO BE INSPECTED BY CITY INSPECTOR AFTER FORMING AND PRIOR TO POURING. 10. SITE TRIANGLES SHOWN ARE THE MINIMUM REQUIRED 11. SUBSURFACE: DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY 11Y THE INSPECTOR. 12. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA (DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION IMPERVIOUS AMOUNTS 30' INNER RIPARIAN BUFFER 20' OUTER RIPARIAN BUFFER A.E.C. REST OF SITE VSA - CONCRETE 0 SF 0 SF 0 SF 2,902 SF VSA-ASPHALT 0 SF 0 SF 0 SF 8,594 SF VSA-PERMEABLE 0 SF 0 SF 0 SF 6,234 SF CONCRETE WALKS/PLAZAS 407 SF 573 SF 1,750 SF 12,895 SF BUILDINGS 0 SF 0 SF 0 SF 4,450 SF RETAINING WALLS 13 SF 48 SF 204 SF 193 SF AMPITHEATER SEAT WALLS 0 SF 0 SF 0 SF 412 SF STAGE 0 SF 0 SF 0 SF 176 SF SIGNAGE 0 SF 0 SF 0 SF 10 SF TOTAL 420 SF 621 SF 1,954 SF 35,866 SF Al TOTAL AEC AREA 30' INNER RIPARIAN BUFFER 420 SF 20' OUTER RIPARIAN BUFFER 621 SF A.E.C. 1,954 SF_ TOTAL 2,995 SF 2,995 SF = 0.0265 = 2.65% (2.59 AC x 43,560 SF/AC) 2,995 SF = 0.1187 = 11.87% 25,240 SF _O o<Wp Z 2Oc) �zz _Joy W w O LL RECEIVED JAR( 2 7 2015 K o'--k Piq filmy cn z cn w F- z w m 0 0 Q 0 a w a 0 w CO w cc W " z W Qm U GC V z N N M O a m 1� o U N� Lr' � N -. � L1J z z m Z a O L J OGY � Z r-, N � : N Lu w W o CM z z W Y U O W Q 2 LL O H U Y F-- Z LL cr W Q T U_ LW Fr Q o = U) °— 2 Y W ui cc U U O J U) J H 0 J DESIGNED BY: DCS DRAWN BY: YM CHECKED BY: DCS PROJECT NO.: 2972 - U DATE: JANUARY 2015 SCALE: HORZ.: 1" = 30' SHEET L=9 U 0 � N Q � N � O 0 Q \ cn Q � U L6 �o o,N o ) aO N -00 I / ' Co T '8--------- \ I II\ Cr1 owi _ _ _ — — — -� \ \\ \IIII�1'I, to �--------------- # ` P /--------------- • \ f � \\ \ II� ' l �i- I -_\ j /I r\ 20 PER RO /� /—�0, 1 f _----------- I - jam, % _ �\ SE�g ----- / /00 ------ Z ` � Z \\\ k�` `1 1 r / / } 1 1I � ' � — �► ��\\\ �� � .�`\\\\\ 00 00 --------- ---- `� _ 40 30 20 10 0 -10 -20 -30 PEDESTRIAN BRIDGE, VERTICAL AND HORIZONTAL SUPPORTS TO BE DESIGNED BY OTHERS. PER DOWNSTREAM CLEARANCE. SEE NOTE 1 404 Wetland Line ------------ ------------------------------------------- - - - - ---------------------- - �— --- _ / — ----AL..W.L ----- ---- ---- -- ---- --- —1 --- -- W _ --------- ----- -- - ---- - o-------- ----- ---- - / - ---- -- ---- ---- _ ---------------- - — = _ — .. ---- - t 1- �" a --- -------------------------------------- ---- ----------------------------- ----------------- -. ...... -- ----- ------------- - .. ----- ----- ----------------------- _ 1 ------------------------- -------------------------------- ^----- --- -- --- -- ------------------------ -------- - - - - ----. -- - - 0+00 0+50 1+00 1+50 SECTION A -A' PEDESTRIAN BRIDGE C . SCALE: 1" = 20' 2+00 2+50 Gb 0 �0 30 20 � 10 0 I_ -10 -20 ��IIoT Ir ` \� ARp,rox. Edge CITY OF er/l/ I zl, 1 , 1 �- QO�1 / / D ss EARTHEN KAYAK \ ♦ �, LAUNCH AREA N , 001,00 �o O GO o0 000 0 0 ` oo \° 00000 \\ \ 00 �O O `� cat `I ` OO OO . Q` o tDo o ` \ O 00 I Cp I J 1 \ 00 0 I I I 0000 00 o �� �- II 1 T I� O C�O O 000o zLd 1 i 0�q° o i� 0O 1 j o,� o 1 o°d o o I I o0po I � ' / I Op100 o0 o I y► 1 o o° o° i ♦ CL (D 0 0 l i t (� 0000 Al 0+50 NOTES: ,/,,\ 1. APPRDX. 650 LF STRAIGHT LINE PATH. APPRDX. 850 LF STREAM LENGTH PATH TO NC WILDLFE PUBLIC BOAT RAMP DOWNSTREAM. US HWY 70 BRIDGE CLEARANCE TO N.W.L. N8.5' 2. APPROX. 1,100 LF STRAIGHT LINE PATH. APPROX. 1,650 LF STREAM LENGTH PATH TO EX. TRAIN TRESTLE BRIDGE UPSTREAM. BRIDGE CLEARANCE TO N.W.L. N10.6' FLOATING DOCK, SUPPORTS AND GANGWAY TO BE DESIGNED BY OTHERS. 1+00 1+50 SECTION B-B' FLOATING DOCK & ALUMINUM GANGWAY SCALE: 1" = 20' 0 W z�� 90 �zz .joy W w ILL a. U) z O W c 0 N r Z w 0 Q Q U Cc w a- im w w cc <11 W " z W M L ..L S U CV V Z -� N N CKJ CD a GJ LC] n o U N z _1 To W Z ca Oi U zr LL7 J 0 Z ^� N n N N C'i Lu 'L ,y, O M Z Z uj Y O J W Q U- O U a Y Q a I— Z cr W Q U 0 U) 2 Y w W v JO Lu _J L.L O CC Q_ W Lu U O cn DESIGNED BY: DCS DRAWN BY: DRS CHECKED BY: DCS PROJECT NO.: 2972 - U DATE: JANUARY 2015 SCALE: HORZ.: 1" = 20' VERT.: 1" = 2' RECEIVED SHEET JAN 2 7 2015 p4t- "A6?iK trey cmi