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HomeMy WebLinkAboutNCC221335_Site Plan or Location Map_20220406SCALE: 1" = 60' 60' 0 60' SCALE OF MAP MAY VARY DUE TO METHODS OF REPRODUCTION. y� 7 _ O0 v �- m ra Oo Z \ ASP o SB, SB. / oa / S2 SP/ ATTENTION CONTRACTORS \ \ The\Construction Contractor responsible for the extension of water, sewe , and/or reuse, as approved in these plans, is responsible for ( 1 \ contacting the Publie Utilities Department at (919) 996-4540 at least twentyfour hours prior to beginning any of their construction. lure to notify both City Departments in advance of beginning \ construction, will result in the issuance of monetary fines, and require NON x \ , reinstallation of any water or sewer facilities not inspected as a result GN P \ i of this notification failure. \ Failure to call for Inspection, Install a Downstream Plug, have PP / Permitted Plans on the J•obsite, or any other Violation of City of _ Raleigh Standards will result in a Fine and Possible Exclusion from future work in the City of Raleigh. \ �GSRz345) SITE PP OR �oN s�R0P0 N`� N/F _ //�oa, PP .SNIP' ZEB LAND, LLC ® pe \ � S D.B. 15812, PAGE 653 PP � - PP s PP \ 6, B.M. 2009, PAGE 786 i" \ \� \3 \o�\ PIN#2705-66-2933 �— — O� S2 — —`Oe' /`w"' oe — / {'O� \ \ ��c C, / N. PVENVE / �/ ZONED: HI\� GpJ•1N0 VG RIvN / 9 _E• N UVICINITY NG p AEI \ P / � OTEL v p,R\PB wti, / wM { \ / � +T � \ �� � � � � 100' NEUSE RIVER RIPARIAN BUFFER SCALE: 1 "=500' i 1,0�5' \ , / 'Q�• \ MEASURED 50' FROM TOP OF BANK E GANNON ROAD S2 /� gCREE\ IMPROVEMENTS / �4°0�3� E� SSE�gp,GK/ tiF s ss` , \ \ \ N/F (SEE SHEET C12A) / \ / FDA, LLC s D.B. 18037, PAGE 2347 \ S6, B.M. 2020, PAGE 59 PIN#2705-76-3716\ wtel S4 34" PI E ZONED: HC \ / C A PP 1g4 S 1 $ � / \ ?), �� 26" PINE \, 7 S5 25" PINE �\ 31" PINE \ ED NEW PINE PROPOS 26" PINE 27" P 26" PINEINE ! \ ° • S i \ PROPERTY LINE S5 S15 S3 / �'� 25" PINE - _ _ ®</� V A ' \ A 7gE � F ct '.. S22 O / S20 s X� cos Ss�9� S4 S3 : ; i \ ANK / \ :.. !-- - 1.� S14 : ! \ 19 .:._ _ 1..�'.. ` \ \ 2% ANNUAL FEMAS b �4 •. S6 1 , \ y \2 /c (oe)/ GW � e S20 \ Q � 10 x � � � � ; ,v �Q A A�.\ �� � FLOODWAY � � �370 SP EXISTING 30.00' DUKE ENERGY —� �_ \ / 592�� ' C PROGRESS EASEMENT c>� BM 2016, PAGE 1050 - \` EX. POND S20 cfl` \ \ SNIP r x (TO BE REGRADED) S13 N ' PP \ \ \ \ _ _ _ _ _ 5 .:.:s.. ��� 1%ANNUALFEMA � S8 • . L 6• FLOOD LIMIT ZONE\ \ - c r5 S12 0: :�...:..::.: MAP # 3720-2705-OOJ \ — - - - - - - - - - - - - `� - EPK (o o,. EXISTING 40 INDUSTRIAL \�', N `�+. O R/R TRACK R/W v> N \ DATED MAY 2, 2006 . . . . . 1 S9 S10 2 \ \ \ _ x \ I `:^',"•''.:'. B.M. 2016, PG. 1050 \ \ _ _ _/ A/C PROPOSED LOT 1A PROPOSED LOT 1 B \, VARIABLE WIDTH CITY OF RALIEGH SANITARY — — � �, 388,892 SF (8.93 AC) TOTAL i..' �e 549,354 SF (12.61 AC) TOTAL \, / S6 DSCAPE - 5,682 SF (0.13 AC) R/W DEDICATION A �• SEWER EASEMENT 10 FROM CENTERLINE OF ° :.;' :;; - 3,869 SF (0.09 AC) R/W DEDICATION �� \ PIPE TO EDGE OF EASEMENT 0.2 /o ANNUAL FEMA AREA 383,210 SF (8.80 AC) TOTAL NEW \ N . 545,485 SF (12.52 AC) TOTAL NEW \ BM 2016, PG 1050 FLOOD LIMIT ZONE X \ S ® ® MAP # 3720-2705-OOJ DATED MAY 2, 2006 TEL EXISTING 1 STORY BRICK o\ \ ✓ �P & BLOCK BUILDING o' y WELL LOT BM 2006, PG 1065 .�...�� S11 �� k�LANDSCAPE (APPROX. 65,577 SF) AREA i (ASPHALT)LP \ \ 19" MAPLE 1 \x `.. \ S16 29" OAK a S17 B ' S20 LID \ O• EXISTING 40' INDUSTRIA MEG THREE, LLC L o R/R TRACK R/W PAGE C ' D.B. 12001, \ \ \ s18 B.M. 2016, PG. 1050 PIN#2705.11-56-7290 \ G PROPOSED NEW :• ZONED: HI \ N\GgU\\jDF1 I \ PROPERTY LINE NCGS "GILL" N:756,124.52' E:2,204,079.38' NC NAD 83/2011 !�% \ PP N / .. \ y� \ - C, 914 S EXISTING 30.00 DUKE ENERGY PRO�C. $� ° PROGRESS EASEMENT \ E - — PROPOPNS\ON DPP BM 2016, PG 1050 I PP XCoo) EIP \ \ E P 1 _ Y �1 EE •EIP ? �15 Lie\ 9 �Q L- �v R N / CK -6 ' D9 \ S6 li. ° ; w SEEK`' •'.` �2. P EXISTING 10.00' \ S19 ,' '; y.„NppE �L-4 EPK ACCESS EASEMENT �^ y ' 81 64� � 18 — f '• — L-3 L-2 1 " G� BM 2006, PG 1065 V \� i �.� S191,/8 E� \s, \ i S6 \ P %� S2 \2 y23%r� �����NCgR23451 E HORTON STREET EIP \ \ °44,31�� ������ 3�„ W S�REE� W ROAD IMPROVEMENTS CONTROL CORNER N15 ��� S�5 44 ENOR706o PvgL\� (SEE SHEET C12B) N(y):755,933.47' _ �/ L-11 E(x):2,206,090.62' o ��%' 32 59- / / N/F PPL---- TOWN OF ZEBULON -EPK / D.B. 4090, PAGE 242 / PIN#2705-55-8698 ZONED: HI SITE PLAN KEYNOTES S1 EXISTING CONCRETE SITE DRIVEWAY TO REMAIN S2 EXISTING EDGE OF PAVEMENT S3 10'X70' NCDOT SIGHT DISTANCE TRIANGLE (TYP) S4 PROPOSED 8' WIDE GREENWAY TRAIL (MAY BE ASPHALT OR CONCRETE) S5 PROPOSED WHEEL CHAIR RAMP WITH DETECTABLE DOMES (TYP) S6 PROPOSED 5' CONCRETE ADA ACCESSIBLE WALKWAY WAY S7 HIGH VISIBILITY CROSS WALK WITH THERMOPLASTIC STRIPING S8 STANDARD CROSSWALK ONSITE S9 ADA RAMP WITH HANDRAILS (1:12 SLOPE MAX) INSTALL CONCRETE STEPS FROM PROPOSED SIDEWALK TO EXISTING COVERED S10 PORCH AREA TIE PROPOSED 5' CONCRETE WALKWAY TO EXISTING SIDEWALK LANDING S11 ABOVE EXISTING STEPS. MATCH EXISTING ELEV. INSTALL 8" THICK HEAVY DUTY REINFORCED CONCRETE SLAB IN FRONT OF S12 EXISTING OVERHEAD DOOR. (SEE STRUCTURAL PLANS FOR SLAB DESIGN) INSTALL 6' WIDE SIDEWALK BEHIND CURB AND GUTTER FOR A TOTAL WIDTH 613 FROM FRONT OF CURB TO BACK OF SIDEWALK OF 6.5 FT TOTAL WIDTH S14 INSTALL 30" CURB TAPER END AT BACK OF RIGHT OF WAY S15 TAPER 30" C&G TO 24" C&G AT BACK OF RIGHT OF WAY INSTALL 8" HEAVY DUTY REINFORCED CONCRETE IN NEW LOADING DOCK AND S16 TRUCK PARKING AREA INSTALL 12' WIDE X 8" THICK REINFORCED CONCRETE DRIVE TO PROPOSED S17 OVERHEAD DOOR IN CONNECTOR BUILDING. INSTALL CONCRETE STAIRS WITH HAND RAILS FROM TRUCK SHIPPING OFFICE S18 DOOR TO LOADING DOCKS S19 PROPOSED 10' WIDE RIGHT OF WAY DEDICATION ALONG HORTON STREET INSTALL 24" CURB & GUTTER OUTSIDE OF PUBLIC RIGHT OF WAY. ALL CURB S20 SHALL BE CATCHING UNLESS OTHERWISE SPECIFIED. REPLACE EXISTING DROP INLET STRUCTURE. CONTRACTOR SHALL CONNECT S21 EXISTING STORMPIPES TO THE EAST AND SOUTH OF BOX TO NEW STRUCTURE. (SEE STORMWATER PLAN & PROFILES FOR DETAILS, ELEVATIONS AND INVERTS) INSTALL STOP SIGN AND STOP BAR BEFORE CROSSWALK. MUST MEET ALL S22 APPLICABLE NCDOT STANDARDS, SPECIFICATIONS AND DETAILS. CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any modification to this approval once issued will invalidate this approval. City of Raleigh Development Approval Raleigh Water Review Officer �I Know what's below. Call before you dig. o • ssioti a�y SEAL 032614 - 'VG ,, q,�Y•J ° 02/11 /2022 ENG I NEE'''., ^��``°••• Apo •°���'c • •GO T�•••J-O =Of SEAL an_ C-3075 • _ ��- ^••'pT/ y CA RR'..• FINAL DRAWING RELEASED FOR CONSTRUCTION THIS ORIGINAL SHEET IS 24"1 OTHER DIMENSIONS INDICATE IT HAS BEEN ALTERED. ALL INFORMATION REPRESENTED ON THIS SHEET IS THE PROPERTY OF RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW, THIS INFORMATION SHALL NOT BE DUPLICATED IN PART OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM RED LINE ENGINEERING, P.C. 2021 to N o n` M N U z (U O a � a Z = H w L, 0.10 r C94)zP- W = a rn ` w w M z o c3 0 LU CI) I=id z O z w O�z W J z 0- w w U z OD > O OLi- z o z w O z w REVISIONS: DATE: PER TRC 12/17/21 PER WC & TOWN 02/10/22 ISSUED FOR: DATE: REVIEW/PERMITS 10/01/21 PROJECT NO.: 21-005 DRAWN BY: TAL REVIEWED BY: GJM SHEET NUMBER: C4 OF 23 SHEETS