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Home My WebLink AboutNCC242323_Site Plan or Location Map_20240806 <H �Aq P Es O MA-22-09 CONDITIONS OF APPROVAL: APPROVED TA-22-02: ([ j DEVELOPMENT OF THE PROPERTY SHALL BE IN SUBSTANTIAL CONFORMANCE WITH THESITE PLAN REVIEW D RAW I N GS. 1. 5.1.6.D.5.b.-'INDUSTRIAL,LIGHT'PRINCIPAL USE-SELF-SERVICE STORAGE SHALL BE CONTAINED04892 ACCOMPANYING EXHIBIT D CONCEPT PLAN.LOCATIONS SHOWN FOR COMMITTED ELEMENTS WITHIN A FULLY ENCLOSED BUILDING AND CONTAINED IN A SINGLE BUILDING,ACCESS INTERNALLY,INCLUDING,BUT NOT LIMITED TO BUILDINGS,PARKING,AND STORMWATER CONTROL MEASURES EXCEPT IN THE GENERAL INDUSTRIAL DISTRICT NOT LOCATED ON N MAIN ST OR S MAIN ST. ESHOWN ON EXHIBIT D,ARE CONCEPTUAL AND PROVIDED FOR ILLUSTRATION AND CONTEXT ONLY. 2. 5.1.6.1.4.-'WAREHOUSING'PRINCIPAL USE-EXAMPLES.INCLUDES WAREHOUSES ANDFINAL LOCATIONS OF ELEMENTS SHALL BE DETERMINED AT SUBSEQUENT STAGES OF APPROVAL. FOR MINI-WAREHOUSES ,4P ""a 2. SUBJECT TO APPROVAL BY THE TOWN OF ROLESVILLE,THE VEGETATION IN THE AREA THAT EXTENDS AT LEAST 55(55')FEET FROM THE PROPERTY LINE ABUTTING PINS 1850604353, PLAN PPLI ATION AND 1850608313 EXISTING AT THE TIME C SITE DEVELOPMENT JONES DAIRY STORAGE FACILITY APPROVED ALTERNATE PARKING PLAN CONDITIONS: PLAN APPLICATION SUBMISSION SHALL NOT BE DISTURBED AND SHALL BE INCLUDED IN THE BUFFER OTHERWISE REQUIRED BY THE LDO(THE"UNDISTURBED VEGETATION AREA").THIS SHALL 1. 1 PARKING SPACE PER 100 SELF-STORAGE UNITS. o EXCLUDE MINOR ENCROACHMENTS FOR SITE DESIGN FEATURES,SUCH AS DRAINAGE AREAS OR 2. PARKING PERMITTED BETWEEN A PROPOSED BUILDING AND THE STREET FRONTAGE. PIPES AND UTILITY EASEMENTS. 3. ALL EXTERIOR LIGHT FIXTURES SHALL BE FULL CUTOFF FIXTURES,EXCEEDING THE MINIMUM N STANDARD OF"CUTOFF FIXTURES"AS REQUIRED BY LDO§6.6.G.2. II-' z E w W W W 4. IF THE EXISTING VEGETATION IS REMOVED IN THE BUFFER AREA OTHERWISE REQUIRED BY THE LDO ON THE PROPERTY LINE ABUTTING PIN 1850700632 AND EXTENDING FROM THE UNDISTURBED a v i O O O O VEGETATION AREA TO THE RIGHT-OF-WAY ON JONES DAIRY ROAD,THE FOLLOWING ADDITIONAL 1200 JONES DAIRY R D o w-a U U U U VEGETATION SHALL BE PROVIDED IN THE REQUIRED BUFFER OR WITHIN 5(5')FEET OF ANY ATTENTION CONTRACTORS a LL-m z W $$$ PERIMETER EASEMENT THAT WOULD PREVENT SUCH PLANTINGS:FAST-GROWING DENSE The Cnnsrructinn Contractor responsible for the extension of water, 08I.11 O IA SSS EVERGREEN TREES 15-FT ON CENTER.THE EVERGREEN TREES SHALL HAVE A MINIMUM MATURE F,- m w W W W R L E V I L L E N 27587 and,nrrense,as approved in theseplans,;s responsible for HEIGHT OF 30-FT AND A SPREAD OF 12-FT.INSTALL HEIGHT SHALL BE 4-FT MINIMUM. sewer, O(J P:m contacting the Public Utilities Department at(919)996-4540 at z W z O 5. AT LEAST SEVENTY-FIVE PERCENT(75%)OF ANY REQUIRED PLANTS IN THE STORMWATER so a, U C o least twenty four hours prior to beginning any of their construction. ; x w o)W p ao CONTROL MEASURE POND,EXCLUDING GRASSES,SHALL BE POLLINATOR PLANTS SUCH AS NATIVE ▪lc j f W W W MILKWEEDS AND OTHER NECTAR-RICH FLOWERS. O o f J 6. GATES TO ACCESS AREAS WITH EXTERIOR-ACCESS STORAGE UNITS SHALL BE LOCKED BETWEEN Failure to notify both CiyDepartments in advance of beginning so >� zo -O>j j 10PM AND 6AM. onstruction,will result in the issuance of monetary fines,and require F 5 w Ln cn cn W 7. ON EXTERIOR FAQADES FACING A PUBLIC RIGHT-OF-WAY OR EXTERIOR FAQADES FACING PINS SITE PLAN#: SDP-23-03 reinstallation of any water or sewer facilities not inspected as a result tis W OI OOO 1850700632,1850604353,1850605343,1850606333,1850607323,AND 1850608313: of this notification failure. o w s 7.1. THE FOLLOWING MATERIALS ARE PROHIBITED:CINDERBLOCK,CONCRETE,METAL SIDING,AND '^°' 0,..000 VINYL SIDING;AND REZONING CASE #: MA-22-09 Failure to call for Inspection,Install a Downstream Plug,have ._1 Z O Z Z Z 7.2. BRICK,EIFS BRICK,STONE,OR CONCRETE MASONRY COMPONENTS SHALL BE A MINIMUM OF Permitted Plans on the Johsire,or any other Violation of City of O 3 3 3 10%. Raleigh Standards will result ina Fine and Possible Exclusion from O 2 O O O TEXT AMENDMENT CASE #: TA-22-02 future work in we CIO,of W W W W W o rrn�tn� = W W W W W a CCCCC ~ M R R R R Sheet List Table Sheet List Table > N N N N N �NJNJNJNJ SITE DATA TABLE Sheet Sheet i a o N o 0 0 Sheet Title Sheet Title ❑ ti E Number Number ¢ M h e r. PROJECT NAME: JONES DAIRY STORAGE FACILITY z ti o 0 0 0 SITE PLAN NUMBER SDP-23-03 CO.0 COVER C7.0 ROAD WIDENING PLAN-DEMO,SITE AND SIGNAGE& 2 STRIPING PLANS co DATE ROLESVILLE(LOCKBOX)LLC C0.1 OVERALL SITE PLAN&KEY MAP > PROPERTY OWNER/DEVELOPER: 8816 SIX FORKS ROAD,SUITE 201 C7.1 ROAD WIDENING PLAN-GRADING,DRAINAGE& cc 04/05/2023 RALEIGH,NC 27615 C1.0 EXISTING CONDITIONS&DEMOLITION PLAN EROSION CONTROL PLAN o C2.0 SITE PLAN DRAWN BY REAL ESTATE ID: 0162697 `'- p'9a } jam'` _ - 0 £ C7.2 JONES DAIRY ROAD-CROSS SECTIONS STA.10+00- PIN: 1850608722 E �F` '1, r�_�,1 C2.1 VEHICULAR ROUTING PLAN 10+50 L.BARNES DEED ACRES: 5.50 ACRES rc -LP " •r, ',g�_ v C3.0 GRADING&DRAINAGE PLAN C7.3 JONES DAIRY ROAD CROSS SECTIONS STA.11+00- DESIGNED BY PLAT: BM 2024 PG 01305 �•to '�� Par,: , k . ,. C3.1 SPOT ELEVATION PLAN 11+50 lb \ N. 1'v'4 3� �k n1"e lover.1 . W.ALTMAN PROPERTY ADDRESS: 1200 JONES DAIRY RD,ROLESVILLE NC 27587 - J6 - - Or C7.4 JONES DAIRY ROAD-CROSS SECTIONS STA.12+00- _ yy - - t 6 3- C3.2 STORM SEWER PROFILES PROPERTY ZONING: GI-CZ r i 12+50 • CHECKED BY ' Nf; C3.3 STORM SEWER PROFILES CURRENT USE: VACANT . - � :r rv '• C7.5 JONES DAIRY ROAD-CROSS SECTIONS STA.13+00- • W.ALTMAN ♦ a ,� n _ b,� - C3.4 SCM PLAN&PROFILE 13+50 • • PROPOSED USE: SELF STORAGE(COMMERCIAL) • ` , •p �71"�^�'�� C3.5 SCM NOTES&DETAILS SCALE DISTURBED AREA: 5.77 ACRES p 1 7 - 2 C7.6 JONES DAIRY ROAD-CROSS SECTIONS STA.14+00- CURRENT IMPERVIOUS: 0 ACRES •>. � f A C4.0 SITE UTILITY PLAN 14+50 AS SHOWN PROPOSED IMPERVIOUS: 2.92 ACRES ' B� C4.1 OFF-SITE UTILITY PLAN C7.7 JONES DAIRY ROAD-CROSS SECTIONS STA.15+00- TREE SAVE SUMMARY: C•�p1o�,pr. - • - ' _ - 15+50 rq. PROJECT SITE `+ rh, G42 OFF-SITE UTILITY PLAN&PROFILE 10%SAVE-010'476(TREE AREA ON-SITE) 'r�� /., �: 4 ) - - s ', C7.8 JONES DAIRY ROAD-CROSS SECTIONS STA.16+00- REQUIRED TREE PRESERVATION: ACRES Y° � �'` "' • " - ❑-+ C4.3 OFF-SITE DETOUR PLAN 16+50 PROVIDED TREE PRESERVATION. 0.607 ACRES=13% • • , y - % . - ,E C4.4 FIRE HOSE LAY PLAN ' e km try,®� f n s C7.9 JONES DAIRY ROAD DRIVEWAY STEM PROFILE PARKING SUMMARY: t. j �yt�f�S .of/J► - -�� Q C5.0 EROSION&SEDIMENATION CONTROL PLAN-PH I a. 1 SPACE PER 100 STORAGE UNITS=540/100= REQUIRED VEHICULAR SPACES: - •'P�,� `� ,/ +�;, C5.1 EROSION&SEDIMENATION CONTROL PLAN-PH II L1.0 LANDSCAPE PLAN 6 SPACES T PROVIDED VEHICULAR SPACES: 7 SPACES , s/• 'dw s•. C6.0 SITE DETAILS L1.1 TREE PRESERVATION PLAN ADA PARKING SUMMARY I / fai AH&Allo R=- • '/y ` .t �_`� *�a\faLn _r C6.1 SITE DETAILS L2.0 LANDSCAPE NOTES AND DETAILSD -,1, REQUIRED VEHICULAR SPACES: 1 SPACE r '! \ �.. � - 1• ♦ r • C6.2 SITE DETAILS I-I B PS1.0 PUMP STATION SITE AND FORCEMAIN PROVIDED VEHICULAR SPACES: 1 SPACE C6.3 SITE DETAILS J $ MAXIMUM BUILDING HEIGHT: ' - _ - _p-7 `r�� r - ,' PS1.1 PUMP STATION NOTES AND DETAILS I1 Q 10 WITHOUT SPRINKLERS:35-FT uga•M rI C6.4 SITE DETAILS BUILDING HEIGHT: ''W/t, - J N u WITH SPRINKLERS:Ell FT o = '.4.. 4, C6.5 SITE DETAILS W1.0 HYDRAULIC ANALYSIS LAYOUT AND RESULTS v - g PROVIDED BUILDING HEIGHTS:16 FT 's @3 /r Q CLIMATE CONTROLLED BUILDING:62,610 SOFT ..t t: C6.6 SITE DETAILS A-101 FLOOR PLANBUILDING SQUARE FOOTAGE(S): STORAGE BUILDING(S):1800 SQFT(2),3600 SQFT(2), C6.7 SITE DETAILS q-200 BUILDINGELEVATIONS-BUILDINGAANDB U _6600 SQFT •TOTALNUMBEROFUNITS:540C6.8 SITE DETAILS Ce wA201 BUILDINGELEVATIONS-BUILDINGCANDDAIJFRETTE RIDGE o BUILDING'A' r006.9 NCG01 GROUND STABILIZATION AND MATERIALS Z Z 5X5:61 UNITS 4 - aJ , HANDLING A202 BUILDING ELEVATIONS-BUILDING E AND F5X10:82 UNITS z sF, - C6.10 NCG01 SELF-INSPECTION,RECORDKEEPING,AND i0X7.5:28 UNITS m - - 1 of 1 SITE PHOTOMETRICS (5 i - REPORTING z n/ Z 10X10:137 UNITS - r 1 u.L... Y 10X15:53 UNITS -1 LLJ O LLI 10X20:53 UNITS � v d' - ! () O U \ c E 10X25:16 UNITS T W / `o 1OX30:16 UNITS f •,i >; J I-' Q O o x NUMBER OF STORAGE UNITS: BUILDING IT •1• m o. ;; 10X20:18 UNITS �,r-. J J a� R BUILDING'C' VICINITY MAP O J 16 10X20:18 UNITS EROSION CONTROL,STORMWATERz CC > d ��., SCALE I"=500' AND FLOODPLAIN MANAGEMENT Q I1 (.5n a< J " BUILDING'D' APPROVED U O E 5 BUILD10X30ING UNITS RR OJE G T TEAM EROSION CONTROL LJ S- = tL BUILDING'S' `5 1 10X10:18 UNITS STORMWATER MGMT.J S- O a 6 o. BUILDING'F' FLOOD STUDY❑S- Q '^ Z re 2 re DATE 0 Z V l 30 O 10X10:18 UNITS W F M. 0 BUILDING/STRUCTURE SETBACKS: L.A.N ID OWN E I I)E V E L O P IVIL- E N G I N E S F2 -`°"'°"""'v°""'°"` Z Vo FRONT 30-FT 5 Y SIDE: 15-FT CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION 0 m P n REAR: 35-FT CONTACT:ROLESVILLE(LOCKBOX)LLC RIVERCREST REALTY INVESTORS TIMMONS GROUP ELECTRONIC APPROVAL:THIS APPROVAL158EING ISSUED ELECTRONICALLY.THIS r� c 3 " LANDSCAPE BUFFERS: 8816 SIX FORKS ROAD,SUITE 201 CONTACT:BRIAN HOLDER CONTACT:WILL ALTMAN Public APPROVAL IS VALID ONLYUPONTHESIGNATURE IS ACITYOF 5 ADJACENT PROPERTY: 50'TYPE"4"BUFFER(SOUTH&WEST OF PARCEL) RALEIGH NC,27615 PHONE:(919)846-4046 PHONE:(919)866-4938 Sewer Collection/Extension System RALEIGH REVIEW OFFICER BELOW.THE CITY WILL RETAIN A COPY OF THE ADJACENT PROPERTY: SEE CONDITION 4(EAST OF PARCEL) The City of Raleigh consents to the connection and extension of the APPROVED PLANS.ANY WORK AUTHORIZED BY THIS APPROVAL MUST uU 8816 SIX FORKS ROAD,SUITE 201 5410 TRINITY ROAD,SUITE 102 sB E City's public sewer system as shown on this plan.The material and PROCEED IN ACCORDANCE WITH THE PLANS KEPT ON FILE WITH THE CITY.THIS m�r`3 WATERSHED: NEUSE RIVER RALEIGH,NC 27615 RALEIGH,NC 27607 Construction methods used for this project shall conform to the ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE ISSUED.ANY o standards and specifications of the City's Public Utilities Handbook. yl 6 o RIVER BASIN: SANFORD CREEK(NEUSE) MODIFICATION TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS F` h SURFACE WATER CLASSIFICATION: NONE City of Raleigh APPROVAL. am Public Utilities Department Permit# S-5375 a m m CITY OF RALEIGH DEVELOPMENT APPROVAL m o Authorization to Construct RALEIGH WATER REVIEW OFFICER c 3 ?� Date ROB NO. c 54832 SHEET NO. 5 C0.0 1.E L