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HomeMy WebLinkAbout20080440 Ver 1_Site Plan_20080310 ORIGII�IAL SUBIIAI'1`TAL: DECENIBER 28, 2a06 RE-SUB!l�ITTAL: NIARCH 20, 2007 THIRD SU6MITTAL: AUGUST ?, 2007 � 4' � � � a- 1 SD--O.� VICINITY �IAP n�rs PRaJECT NOTES - PROJECT iS SERVED BY PUBLIC WATER. PUBLIC S�ANITARY SEWER WILL 8E EXTENDED TO THE SITE. -- THlS SITE iS IN THE NEUSE RIVER WATERSHE� AREA. - ALI. LANDSCAPING AND BUFFER REQUIREMENTS WILL CONFORM TO REQUIREMENTS FOUND IN THE UNIFIEO DEVELOPMENT 4RDINANCE. -- THIS SITE IS LOCATEO IN THE ENO-B WATERSHED. -- SURVEY DATED I�AAY 27, 2005 PER COULTER JEWELL THAMES, PA. � � �. :7T ST. . RES�URCE �RDINAN�E CaMPLIANCE � FLOQOPLAIIV: THIS SI TE IS NOT AFFECTED BY A MAPPED FL 040PLA/N, PER FIRM A�IAP 37200825D0�, DA TED MA Y 2, 2006. THE NEAREST A�IAPPED FL DDOPLA/N /S TD THE � WEST OF TNE SI TE APPR�X/MA TEL Y 175' ON CRODKED CREEK. STEEP SLOPE PROTECTlON: THERE ARE NO STEEP SLOP� AREAS ON TH/S S/TE. WETLANOS PROTECTION: THERE ARE WETLANOS DIV THlS SITE. A 25' BUFFER SURROUNDING THE WETLANDS REMIIVING UNOISTURBED HAS BEEN SHOWN ON THE PLAN. STREAM BUF�'ERS: AN /NTERMITTENT STREAM /S LOCATED ON TNE SITE. A 5D' RIPARIAN STREAM 6UFFER HAS BE�N SNOWN ON THESE PL4NS TO COMPL Y WITH NU�'SE RIVER QASIN RULES. TREE PRESERI/A TION AREA: L O T IS CURREN TL Y COMPLETEL Y WOODED. TREE PRESER i/A TION AR�4 WI L L MEET SECTION 1 D OF THE DEVEL OPMENT ORDINANCE. REQUIRED = SITE AREA X 2090 -- 4.91 ac PROVID�'D = 5. 19 ac OPEN SPACE AR�'A.� REQU/RED = S1TE AREA X 5�' = 1.23 ac PROVIDED = 1.36 ac LIST aF SHEETS SD-O.� St�-Q.'1 ����•� SD-2.� S D-3.� SD-3.1 S D-4.4 SD-�.t1 SD-6.0 �D���� SD-8.� s o-s.7 � C�JVER SHEET EXISTING C�NDITI�NS DEMC�LITIt�N PLA►N s�T� ��� GRAa1NG PLAN GRADII�iG PL.AN ER�S1�1N Ct'�NTRaL PLAN VTI LITY PLAN LIGHTING PLAN LAN DS CAP E P LAN �'�'Acf�. SNEET DETAIL SHEET PR�JECT DATA OWlVER SITE AREA NEW SITE AREA AFT�R RDW DEDlCA TI�N PIN PARCEL /D� OLD TM� ZONIIVG EX/STING USE RIVER b�i4SIN OVERLAY DISTRICT PROPOSED USE BHANG00 DEVEL4pMENT C�MPANY, LLC PARCEL 1-- 6.32.f oc PARCEL 2-- 1 D.60foc PARCEL 3-- 7.64fac �AfTER RECOMBINATIDN OF ST. ALE�i4NS CT. 5Q' LOT) TC�TAL PRC�JECT TRACT--24.56vc 24.40 ac 4825--01--15--3374, 0825-D 1-�5-9160, 0825--03-44-6658 186783, 186785, 185142 856--D3--�18, 856--43--D 19, 841--42--015 PDR .2.49 1/ACAIVT--yVDODEO NEUS� R/VER E--B 51 S/NGLE FAA�fIL Y LOTS S�'T_,BACKS REECJUUIRED PROP4SEl� FRONT STREET:• 8%25'(M1N� SIDE STRE�`T: 10%10'�M/N� REAR ADJA�ENT TO NON POR:25%25'(M/N� SIDE ADJACENT TO N4/V PDR:25,25'�M/N� S/DE.• NA/16' AGGREGATE (6' M1N� MAXIMUM BUiLD1NG HElGHT: 3�� PROPOSED BUILDING HEIGHT: 35' EXISTING IMPERVIOUS SURF'ACE: 0 SF REQUIRED iMPERViOUS SURFACE: 24� MAXIMUM �L�W DENSITY 4PTION) PROPOSED IMPERVI�US SURFACE: 97,870 SF (RDADS AND SIDEWALKS} - 155,550 SF' (3,�5� SF PER LOT) 253,42� SF' �23.8� OF' SITE) AREA �F DISTURBANCE: 259,471 SF' HAZARDOUS MATERIALS: NO HAZARDOUS MATERIALS INILL QE USED OR STORED ON SITE 1 D�VEL OPMEN T PLAN ELEMEN TS PD4--44 COIVIM TT�D coMM!rrEfl: 1. MlNIMUM LOT S/ZE ShIALL B� 9,000 SQUARE FEET. 2. A 50' BUFFER COM.PRISED OF EXISTING VEGETA TION WILL B� DE'DICA TED AL ONG THE SOUTHERN PROPERTY LINE BORDER/NG ST. ALBAIVS COURT. 3. THE REAR LIIVES OF NEW L.OTS SHALL BE A M/NIMUM OF 200' FROM ADJACENT PARCELS FRONTING ON PROLOGUE ROAD 4. W!-IERE WETLANO BUFFERS ENCRDACH ll V L 4 TS 32 AND 4 6, TEMPORARY Tf,7EE PROTECT/ON FENCIIVG SJYALL BE INSTALLED AT THE EDGE OF TNE BUFF�'R F�14 THE DURAT/ON �F CONSTRUCTION, AIVD THE BUFFER SH�4LL BE SHOWN ON THE R�CDRDED PL4T WITH LANGUAG� PROHIBlTING ANY D/STURBANCE OF THE BUFfERS. 5. A 6' W000 PR/VACY FENCE SHALL BE INSTALLED AL.4NG THE EASTERN 60UNDARY OF PROPOSED LOT 23. 6. RECORDATIDN OF A PR/1/AT� ACCESS EASEMENT TO THE SALLIE �'DWAROS HE1RS F�R ThIEIR PROPERTY, P10 186781, ACR�SS THE SOUTHEAST CORNER OF LOT 23, UNTIL SUChI T/ME AS A PUBLIC STREET !S EXTENDED TO THE/R PROPERTY 7. D�DICA TE ADDITIONAL R/GHT--OF-WA Y ON �UESS ROAD TD PRD V/DE 55 FOO T R�GNT-OF--WA Y FROM TNE CENTERLINE OF GUESS ROAD. 8. A LEFT TURN L�4NE lS TO BE CONSTRUCTED 0111 GUESS R�AO AT TH� SIT� ENTRANCE. Cl T Y flF fl URHA M S TA ND A RD N 0 TES 1. CITY STORM DRAINAGE EASEM�NTS: Centerline of foot wide public storm water drainage easement. �wnership of, and responsibifity for improvement and maintenance of storm water focilities in this easement remains with the Grantor. If the property is within or becomes a part of the City, the easement and access points to the easement are subject to the terms and restrictions stated in the "Revised Declaration of Rights and Priviieges of the City of Durham in Storm Woter Monagement �'ocility Easements" recorded in Real Estote 600k 2298, Page 208, which document is incorporated herein. This easement and �evised Oeclaration do not create the obligation to provide public maintenance. No buildings, structures, f ills, embankments or obstructions permitted within the easement except according to those terms. 3. STREAM BUFFERS: foot wide undisturbed strearn buffer each side of stream, measured from top of bank. No clearing or grading other than selective thinning and ordinory maintenance of existing vegetation permitted. 4. FOR SITES CONTAINlNG WETt.ANDS: State and federal permit outhorization rmoy be required from the DEHNR and the U.S. Corps of Engineers prior to the commencement of any lond disturbing activities in or near o lake, streom, c�eek, tributary, or any unnamed body of woter and its ad jacent wetlands. 5. SANITARY SEWER EASEMENTS: CITY: Centerline of foot wide City of Durham Sanitary Sewer Easement. Subject to terms stated in the Declaration in Real Estate Book 1510, Page 958. No Structures, f ill, embankments, trees, or obstructions permitted within the easement except according to those terms. S. FOR PROJECTS REQUIRING RIGHT OF WAY DEDI�ATION: Final Plat and � deed dedicating Right of Way to be recorded prior to the issuance of building permit. 11. PROTECTION OF' EXlSTING VEGETATION: At �the start of grading involving the lowering of existing grade oround a tree or stripping of topsoil, a clean, sharp, vertical cut shall be made ot the edge of the tree save area at the same time as other erosion cont�ol measures are installed. The tree protection fencing shall be installed on the side of the cut farthest away from the tree trunk and shall remain in place until al! construction in the vicinity of the trees is complete. No storage of materials, fili, or equipment and no tr�spassing sha!! be ollowed within the boundary of the protected area. SPE Co T oF ovAL 1. SITE PLAN REMAINS VALID AFTER 4 YEARS ONLY FOR THOSE PORTIONS OF THE SITE THAT HAS ACTIVE PERMITS OR HAS ALREADY RECENED CERTIFlCATES OF C4MPLIANCE. 2. StTE Wil..l. 8E GRADED ON A LOT PER LOT BASIS 3. AN AUTOMATED SOLID WASTE COLLECTION VEHICLE HAS AN 18--FDOT WHEELBASE AND A TURNING RADtUS OF 45 �EET WALL T4 WALL AND 43 FEET CURB TO CUR6. THE DEPARTMENT OF SOLiD 1NAST'E �AGEMENT RESER1/ES THE RIGHT TO MODIFY COLLECTtON 4F GARBAGE AND RECYClABLES OF ANY ROADWAY OR CUL-OE--S�AC NOT C4NSTRUGTED TO ACCOMMODATE THOSE SPECIFICATIONS. 4. FINAL DESlGN CALCUU4TIONS FOR THE ST4RMWATER DETENTIaN STRUCTURE OR WATER QUALiTY S'TRUCTURE WILL REQUIRE THE USE 4F STORAGE lNDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR HEC--1 M��ELS. FOR THE OETENTION BASIN, PROViDE STAGE--STORAGE RELATIONSHlP AND INFLOW AND OUTFLOW HYDROGRAPHS. PROVIDE ALL TABULATED DATA INCLUDIN� CALCULATIONS SHOWING THE OUTLET UNDER ORIFICE CONTROL, BARREL CONTROL, AND WEtR CONTROL (AS APPROPRIATE) TO SHOW HOW THE RATiNG WAS DEVELOPED. 5. A COMPI.ETED CITY OF DURHAM DESIGN SUMMARY IS REQUiRED (FOR EACH D�?ENTION/WATER QUALlTY DEVICE) NO LATER THAN AT THE FIRST CONSTRUCTION o�►w�r�c�SUBMlTTAL. 6. RECORDATtON OF A PRIVATE ACCESS EASEMENT TO THE S�ALLIE EDWARDS HE{RS FOR THE1R PROPERTY, PID 186781� ACROSS THE SOUTHEAST CORNER OF LOT 23, UNTtL SUCN TIME AS A PU6L.IC STREET IS EXTENDED TO THEIR PROPERTY THE FOLLOWING 1TEMS ARE NOT REQUIRED FOR SlTE PLAN APPROVAL BUT ARE ITEMS THAT ARE REQUIRED BEFORE CONSTRUCTIOM OF WATER, SEiNER, STORM DRAINAGE AND STREETS CAN BEGiN. DEVELOPER IS UI.TIMATELY RESP�NSl6LE TO MIAKE CERTAlN TNAT THESE tTEMS ARE COMP!_ETE AND APPR�VED. A.EXTENSiON AGREEMENT REQUtRED. !F' SITE IS OUTSIDE CITY LlMITS, EXTENSlON AGREEMENT MUST gE F'ULLY EXECUTED BY CiTY COUNCiL PRl�R TO ACTION ON ANNEXATlON. SUBMIT APPLiCATiON WITH ONE COPY C?F 4VERAL� UT1LlTY PI.AN. �ONiACT ENGINEERING DlVISlON AT 560--4326. B.ANNEXATtON PETITION REQUIRED. ANNEXATION PETITlON MUST 8E DEEMED VALtO BEF4RE F'�NAL CONSTRUCTION DRAWINGS APPROVAL. CONTACT BUDGET �AND MA�NAGEMENT SERVICES DEPARTMENT AT 560--41 i 1. REQUIRED PRlOR TD FINAL PLAT APPROVAL 1. PAYMENT-IN--UEU OF OPEN SPACE IS REQUIR�D AT THE TIME OF FINAL PLAT APPROVAI. 2. 04CUMENTATION OF' PROPER l.EGAL PROYISIONS(lNCLUDING AifORNEYS'S CERTIFICATE) HAVE BEEN MADE FOR THE ESTaBLISHMENT �F A HOMEOWNER'S ASSOCIATiON DECIARATI�N OF C01/ENANTS AN� RESTRICTIONS FOR THE COMMON AREAS AND LANDSCAPE/BUFFER EASEMENTS FOR PURPETUAL OWNERSHIP AND MAINTENANCE OF COMMONLY OWNED IMPROVEMENTS, LANOSCAPE/BUFFER EASEMENTS AND LANOS ANO IS REQUIRED AT TIME 4F' FINAL PLAT APPROVAL. _ __ � � � �_i.�� _ t.�. � �.� � �. � • � �3• F'OR PROJECTS THAT HAVE WATER/SEWER EXTENSIONS: a. Aii construction shall conform to latest City of Durham Standards. b. State water and/or sewer permits are required. The City of Durhom Engineering Depar�ment shall review ond approve the construction drawings prior to submitting them to the State for approval. 17. SIDEWALK NOTE WHERE THERE !S TO BE A SIDEWALK WITHIN A RQW AS FOLL4WS: The location of the sidewolks shown on this plan is schemot;c. A City of Durham and/or NCDOT encroochment permit is required prior to any construction. After obtaining �the required permits, please contact the City of Durham Engineering Construction Inspection office at 560--4326 for a pre-construction conference and field visit prior to any work on the proposed sidewalk. 18. A. CITY DRIVEWAY NOTE WHERE THERE iS TO BE A NEW DRIVEWAY CONSTRUCTION WITHIN ROW �F' A CITY MAINTAINED STREET AS FOLLOWS: A City of Durham Drivewoy Permit is required prior to any driveway construction. Submit plants for Driveway Permit approval to City Engineering Development Review. After obtaining the permit, please cal� City Construction inspector prior to start of construction at 560--4326. 6. STATE DRIVEWAY NOTE WHER�E THERE IS TO BE Q NEW DRIVEWAY CONSTRUCTION WITHIN ROW OF A STATE MAINTAINED STREET AS F'OLLOWS: NCD�T Driveway Permit required prior to construction. Contact NCD�T at 564--6854. 1�. CITY WATER EASEMENT: Centerline of foot wide City of Durham Water Easement. Subject to terms stated in the Declaration in Real Estate Book 1510, page 958. No structures, fill, embankment, trees, or obstructions permitted within the easement except according to those terms. 21. FOR SITES REQUIRED TO HAVE AN ENGINEERED STORM WATER CONTR4L DEViCE: Const�uction plans will not be approved prior to receiving an executed stormwater facility operation and maintenance permit agreement, payment ofi the stormwater facility permit fee (�2,000 per engineered storm water control}, and perpetual surety for the �continued operation and maintenance of the facility �surety based on f inal design of pond/device). Contact the Storm Water Services Division of the Public Works Department. 22. SITE LIGHTING NOTES: Measures shall be provided to prevent light spillover onto adjacent properties and glare toward motor vehicle operators. Exterior lights shall be shielded so that they do not cast direct light beyond the property line. In occordance with these standards: . a. The maximum illumination at the edge of the property fine ad jacent to residential zoning is � foot candles. b. The maximum illumination at the edge ofi the property line ad jacent to nonresidential zoning is 5 foot candles. c. The maximum illumination at the edgo of the property line adjocent to o street is 5 foot candles. d. The maximum height for directionol lighting f ixtures, which ore defined as fixtures designed to insure that no light is emitted above a horizontal line parallel to the ground, shall be 25 feet. The moximum height for non--directiona! lighting fixtur�s, which are defined as fixtures designed to aliow light ta be emitted above o horiZOntal line parallel to the ground, shal! be 12 feet. This must be verified by field survey �by use of photometric survey) prior to the Certificate of Compiiance being issued. Methods to accomplish this may include, but not be limited to, horiZOntol lamps, shielding of lamps, reduction in the number of fixtures, reduction of wattage ofi bulbs, etc. All of this information, inciuding details, will be required on building plans prior to issuance of building permit. 25• L.ANDSCAPING / C.4. STANDARDS NOTE: All landscaping must be in place prior to request for a Certificate of Occupancy or Certificate of Compliance. 26. LANDSCAPE RE--lNSPECTION FEE: Each landscaping compliance inspection afiter the initial inspection will incur a �104 re�-inspection fee. Payment must b� received by the Durham City County Plonning Deportment prior to re-inspection. 27. TREE PROTECTION N4TE: Tree protection fencing must be in place prior to any dernolition, land disturbance or issuance of a grading permit. 28. R04T ZONE PROTECTION AREA: Equals one foot of radius for every inch of diameter of existing trees, or six foot radius, whichever is greoter. No disturbonce allowed within this area. REQt�fRED PRlC1R TO ISSUANCE OF A BUlLD1NG PERMIT 1. DEDICATE ADDiT14NAL RIGHT--OF-WAY FOR FRONTAGE OF THE SITE ON GUESS ROAD TO PROVIDE 55' RIGHT--OF--WAY FR�M TWE CENTERLINE. A COPY OF THE RECORDED PLAT MUST 8E SUBMlTTEO WITN THE FIRST BUILDING PERMlT APPLICATIDN. R�QUlRED PRi4R TO ISSUANCE OF A CERTIFICATE OF aCCUPANCY 1. CONSTRUCT A S4UTH60UND LEFT--TURN IANE ON GUESS ROAD AT THE SITE ENTRANCE WITH APPR4PRIATE STORAGE AND TAPERS. REQUiRED PRiQR T� ISSUANCE t�F A CERTIFICATE OF Ct�MPLtANCE 1. TO RECEIVE ONGOING OR AS-NEEDED PROVISION OF ANY CITY SOLID WASTE SERVICE tNCLUalNG OEBRIS CLEANUP OR COLLECTION OF GARBAGE, RECYCLA6LES, YARD WASTE OR BULKY tTEMS ON ANY PRIVATE ROAD OR OTHER PRlVATE PROPERTY, A RESIDENTIAL WAIVER OF LIA�3ILITY MUST BE EXECUiE� BY THE APPROPRIATE LEGAL ENTITY(E.G.,HOME�WNER'S ASSOCIATION), FORM TO BE PROVIDED 6Y THE DEPARTMENT OF SOLID WASTE MANAGEMENT, PRIOR TO ISSUANCE OF ANY CERTIFICATE OF 4CCUPANCY. SEE THE SWM WEB SITE AT WNVW.DURHAM NC.GOV/DEPARTMENTS/SOI.I�. 2. TD RECElVE ONGOING OR AS--NEEDED PROVtSf ON OF' ANY CITY SOLID WASTE SERVICE INCLUDING �EBRIS CLEANUP, STREET ClE�iiNG, OR C�LLECTION OF GAR6AGE, RECYCLABLES, YARD WASTE OR BULKY �TEMS ON ANY PORTI�N OF ROAD WHICH TERMINATES, TEMPORARILY OR PERMANENTLY, WtTHOUT PROVISION OF A TURNAROUND AREA THAT CONFORMS TO PERMANENT ClIY CUL--DE-SAC AND ROAD CONSTRUCTION SPECIFlCATIONS, THE COMMUNITY MUST 5U8MIT A PLAN DETAIL.ING AN AITERNATIVE TURNAROUND TD AND OBTAIN WRITTEN APPROVAL OF THAT ALTERNATIVE F ROM, TNE DIRECTOR OF SOLIO WASTE MANAGEMENT OR THE DIRECTOR'S DESIGNEE PRIOR T� lSSUANCE OF ANY CERTf FiCATE OF aCCUPANCY ON SUCH PORTION 4F ROAD. CQNTACT SWM AT 560--4186. 3. AN AS-BUILT CERTIFlCATION FOR THE STORMWATER BMP�S), PROViDED 6Y THE DESIGN ENGiNEER, IS REQUIRED. THE AS--BUILT SHALL 6E SUBMITTED PER THE REFERENCE GUiDE FOR DEVELOPMENT, APPROVED 6Y THE STORMWATER SERVICES DIVISION AND THE BMPtS� SHALL BE INSPECTED AND APPROVED BY THE ST4RMWATER SERVICES DIVISION PRIOR TO ISSUANCE OF ANY CERTIFiCATES OF COMPLiANCE FOR THE PROJECT. GE CONDITIONS nF APPROiTAL �• THIS PROJECT COMPLIES FULLY WITH THE PROViSIONS OF THE UNtF'!ED DEYEL4PMENT OROINANCE. 2. LANQ DISTUR6ING PERMIT REQUIRED 3• DRIVEWAY LENGTHS SHALL BE NO LESS THAN 20' MEASUR�D FR�M RIGHT-OF--WAY UNE. 4. FiRE FLOW ANALYSIS REQUIRED. WATERLINE SIZE MAY CNANGE WITN FIRE FLUW ANALYSIS. CONTACT CITY ENGtNEER1NG � 560-4326 TO SCHEDULE FLOW TEST OR TO �BTAIN CURRENT SYSTEM DATA. 5. WATER ANO SEWER PERMITS REQUIRED WITH TH1S PROJECT. 6. STATE AND FE�ERAL PERMlT AUTHORIZATION MAY 6E REQUIRED FROM THE DENR AND THE U.S. CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY IAN� DISTUR6ANCE ACTIVITIES IN OR NEAR A IAKE, STREAM, CREEK� TRIBUTARY OR ANY UNNAMED 80DY OF WATER AND ITS ADJACENT WETLANDS. 7. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORt�WCE WlTH NCD07 AND CITY OF DURHAM STANDARDS AND PQLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT IS NOT LIMITED T0: ADEQUATE TRANSITION TAPERS� AUGNMENT OF LANES THROUGH INTERSECTIONS, ASSOCIATED SIGNAL MODIFICATIDNS, PAVEMENT MARKINGS, ASSOCIATED SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED R�ADWAY IMPROVEMENTS AND BIKE LANES. THE APPLIC��►NT ALSO aCCEPTS TNE FINANCI�L RESPONSIBILITY FOR ACQU�SITION OF ANY ADDITIONAL RIGHT--OF---WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIRED SIDEWALK CONSTRUCTION. 8. ALL ROAD ANO FILL SECTIONS AT THAT ARE T4 BE C�NSTRUCTED 4VER EXISTING POND FEATURES OR WETLANDS WILL BE REQUIREO TO EXCAVATE ALL UNSUITABLE SOIL AND 1NSTALL STRUCTURAL R4AD FILL. THIS WILL ALSO REQUIRE SPECIAL COMPACTION STANDARDS. A LICENSED GEOTECHNICAL ENGINEER WII.L 6E REQUIRED TO PROVIDE THE NECESSARY ANAI.YSIS. THE CITY OF �URHAM WILL REVIEW AN� APPROVE THE ANALYSIS AT CONSTRUCTION DRAWING STAGE AND THIS INFO SHALL BE PROViOED ON CONSTRUCTION DRAWINGS. REQUIRED PRIOR TO ISSUANCE OF A GRADING PERMIT 1. TREE PROTECTION FENCING MUST BE IN PLACE PRI(JR TO ANY DEMOLITION, LANO DISTURB�ANCE OR ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN 80TH ENGLISH AND SPANISH, AS FQLLOWS: "NO TRESPASSING/TREE PROTECTION AREA/PROH181D0 ENTRAR/ZONA PROTECTORA PARA LOS ARBOLES." 2.STORMWATER C4NTROL CONSTRUCTION DRAWINGS APPROVAL FROM COUNTY ENGINEERING ARE REQUIRED PRIOR TO LANO DiSTURBING PERMIT. 3.�TORMWATER PERMfT IS REQUIRED PRI�R TO APPROVAL OF THE FINAL PLAT. REQUIRED`PRI�R TO ISSUANCE OF A 6UILDING PERMIT 1• CONSTRUCTION DRAWINGS REQUIRED: THE DESIGN ENGINEER (A NCPE) WILL SUBMIT 3 SET'S OF CONSTRUCTION DRAWINGS (PIAN & PROFILE IF REQUIRED) TO CITY ENGiNEERING FOR REVIEW AND APPROVAL BEFORE STARTING CONSTRUCTION. TNIS SUBMi1TAL MUST BE DONE PRIOR TO APPLYING FOR A BUILDING PERMIT. NOTE: THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL. 2. ALL SIZES, MATERlAI.S, SLOPES, LOCATIONS, EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES (WATERLINE� SANITARY, SEWER LINES AND STORM DRAiNAGE CO�ANCE SYSTEMS) SHALL 8E REVIEWED AT CONSTRUCTION DRAWING SUBMITTAL AND 8E SU6JECT TO APPROVAL BY THE CITY OF DURHAM PUeLIC WORKS DEPARTMENT BASED UPON THE DESIGN CRITERIA AND STANDARDS SET FQRTH BY THE PUBLIC WORKS DEPARTMENT. 3. EACH LANDSCAPII�G COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTiON WIL� INCUR RE-INSPECTION FEE, STARTING AT #1 QO + 4� TECHNOLOGY CHARGE. EACH SUBSEQUENT RE--INSPECTI�N WILL INCREASE BY �100 + 49�(EXAMPLE 1 ST--$104, 2ND-�208, 3RD-�312, ETC). PAYMENT MUST 6E RECEIVED BY THE DURHAM CITY COUNTY PLANNING OEPARTMENT PRIOR TO RE-INSPECTION. 4. AU. LANOSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE. 5. AN EXECUTED STORM WATER FACILITY OPERATiONS AND MAINTENANCE PERMIT AGREEMENT (PREPARED 6Y STORMWATER SERVICES (CITY OF DURHAM), PAYMENT OF STORMWATER FACIL.IIY PERMIT FEE (;200o PER D�fENTION / wATER QuAUTY DEVICE), AND PERPETUAL SURETY FOR THE CONTiNUED OPERATION AND MAINTENANCE OF' TNE FACIU?Y IS REQUIREO PRtOR TO CONSTRUCTtON PLAN APPRQVAL. J06 SITE COPY: A COPY OF THE APPROVED SITE PLAN MUST BE ON SITE AND AVAILABLE FOR PERIODIC INSPECTION AND USE DURING CONSTRUCTION TO EVALUATE COMPLIANCE WITN TNE APPROVED SITE PLAN. REQUIREO INSPECTIQN WILL NOT TAKE PLACE IF THE JOBSlTE COPY IS NOT AVAllA6LE AND RE--INSPECTION FEES WILL BE CHARGED. APPR4�'�TAL �TAMP� = Q � � � 4 � D MAR 1�0 20 0$ DENR•I�YATER�� N��E'R,�WOS AND STpR�Mryq��CH PRELIIIAAINARY PL.AT CITY CASE NUM6ER D46-9Z9 DEVELOPMENT PLAN CASE NVMBER P i:i � � � v W � _ v oc < W i�. TM t � � C� Z �1 0 < u J 0 � � ,�, Z _ Z Z O a < � J o� 0 n Z 111 West Main Street _ w Durh�m N.C. 27701 W � z p 919.682.0368 n f 919.688.5646 W www.cjtpa.com Project: GUESS ROAD LEBANON T(JWIVSHlP DURNAM, NOR TH CAROLlN� DEVELOPER: BHA/V GQD DEYEL 4PMEN T COMPANY, LLC DURHAM, NC PROPER T Y O WNERS: BHANGOD DEVELOPMEN T COMPAN Y `,t��11111/���� ����,t�C�IRO '�i,, . ......... � �,,� Oc�,..•�Ss�•�. /,y ,,� . ,• ,i � . � � � � .. . � .. • .,. _ .. _ , .. �' : 3461 ' .� .. . . _ ,.. . - : - .. �•. . ,. . . � A =,�''����N�tN��'4�� ��•� �,`'9,�►� ••......••`��,•`�� � ,,���' , �```�� � �,� ,,,� 3 .� �� FlNAL PLANS NOT RELEASED �oR�o�sTRUCT�aN Job Number: 4417 �! 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A' A���r'°ach/Departure Taper .�.__...__.�.._ ��.�._......._�...�..�_ _�...._.�..� ��� W^= Vl�dth of Lateral S hift -. S �..,. �.....M.�......� ..�....�. = Design Speecl � �._.�.Y_._.�...�......_......_........._�.,.... _ ...�.�...,.... ....V..a.._......_......,_....� ........,�.�...�_..�_.._....M.�..._�....... T= 6a�Taper Length �^��� �� ...,�, .,'..,�.y.... ....._.........�.,............r�.,...,�....., � ..�._......__.,.._. .........�..._._....._____..� .......�..�....�....._..._..... __... . ....V... ..,..��..�.... .....,.�....�._ .. ._..�._...� ._.....�._.:�._�.........�_._.w...�.....�... � ......._. _�__ Widenin Length=2/3A+ T+ Storage Length ������ ��� �..,.�.... ._�..w....�.�...._......,..,.����...�....�,.�. � � �....�.....�._......__�......_.......................�..` .._..�..z.�..._..... _�.__..,.....�w...__�... .....�_..��........M....�... ..�...._....,..�....�....._w.��...�..�_.__.__.._.�......... ..._�.....�..�,�. A- W� /60 (IF S less than or uai to 40 m h � eq p � A= W� �IF S greater than 4�mph) ���� _�..._......_..._......._...._.......�._.,.......__.._..�.. ....___.�..._.........._.__... _......,..,.�_ ._......__....�..�........... __.�...._......._..._.�................._................__. _�._�_...�.M..._. ....,.�..,.,, ..,,..`.,....,�..w..,.....,.,...�.. ,....�... .�.,,. .,.........�....., ........_..._.__..._...,......_......�..........�..` ......... ...�........_.__.,« �_.._........_...._.�__� _......_.....__......,_.._..._.. ...........,...._...._....__... ................................ . _ . ...... .�...� . _. .._ . .... .......w.......�........_...�, S= 54 mph ....v.,.,..,.w.,w................,..'...V,.y.,..,.........».....» _._...�...`.,,..,. �.�,�...................,.,....Y...,.,,.... .....,...,y....�, .,,..,......,.,... .,+,.,,,,,,,,,,r, ....y.�...........,...._...,. . .,,.w.-..y....._.....� _..,......M._....._ ......,......... _.... . t ,......'. ...,. � ...._..,.........,,..._....,,�...........,,.,..,._.,...,. A= 350 ft � .�.. �__..._. ...._r._ .��..�..�.w..... ...,w...�. ...�...�.�.....,.........�......�._.. .....�....�..�...w�.�._.�..�.�...,.....�....�.._�.�..�.....� 2/3 A= 233 ft � ��} r..���. �-...Y....�..,.�.,w...�.....�.................�...........-.. ,-.w.............w...w...r... .w...�,........�w.�« ....,.�............w.w�..-......,.... ...'............,.............-..,.d.........w..,....,..,,....,.�....v....�,».�....,.��..,.�.w � f �r .w.......w.i w�.�.v.vv�Mwwww�w� �.�v.rw...++M+�•w.��.,ww+iw++�wrwi..... .�wwww.... ..w`.rn«.V�..�r�r.�.wr+nnv. +w�.v.w.��ww.v+�v��.wr.�+�r`w.w�..�.•�w.-�w..+++nvnw..wu Storage Length 1 a0 � i ...............�..........�. .�.. ....�,.. ...�..__M.._..,.. _..._....._......�.r.. ...__.w...�........_............._.T.,...,..._..� D= 150 f� ; � .....,...,..,....,. .....,......�., ..M..,...,.... .......,.. ...,....,M.,.....�.,,.,,...�. ....,...�.w .. .v�ti w�...+.+..�• .w...w�a.p�rr4v...� �.MY�Mwwv.W�wn� +r.rw+..w.w�w�Mw�.ww.W �MVrw� y..r ...w...w.wnr�Yr.�r� w..�...v,..w�..r Widening Length= 483� �w�(F wµ��+M 'YOM +W�s�e.� drM�MNM Yw y�vM+M�udwirJl+��YM�41WM�.�/14 VlaVU.Mfr\Ia1rM 80 0 80 160 240 Scale 1 " = 8�' � I I � l � .�..� �...., �.,. � TR EE SAVE AR EA �2.64 AC.� 'OPEN SPACE �0.42 Ac.) �oo' No CONSTRUC`fION LINE (PER COMMITTED ELEMENT #3) BUILDIN� SETBACK (TYP.) 6' INOOD FENCE PER COMMITTED ELEMENT �5 �RE: �2/s�-s.o) ACCESS EASEMENT ROVIi 70 PR�PERTY �... _._!..l�E ..__._ �. CUL—DE—SAC 46.5' PU6LIC ROW 37.5' R—B L.OT NUM6ER (TYP.� /`—LOT LI N E (TYP.) TREE SAVE AREA (0.92 AC.) OPEN SPACE �0.94 AC.) I I 1 � 50' TRANSITI�NAL USE � 60UNDARY � � i I I 1. ClTY OF DURHAM DRIVEWAY PERMIT IS REQUIRED PRIOR TO BEGlNN�NG. 2. �ALL ADA RAMPS, PU6LIC AND PRIVATE, WILL MEET LATEST NCDUT' STANDARDS AND SPECIFICATIONS. 3. ClTY 4F DURHAM ROLL OUT CARTS AND RECYCLING SERVICES T� BE USED iN TH1S DEVELOPMENT. 2 SD-2.a LAYDU�' N�TES NTS �23'FfA T Si��ET SE 8 CIC� � � � � i i �� �� � ' � � �� �� io� �p� F+ `�. .`�� �r.�� � �•Iti/'YT :i�i:I�A � � 3 s — .o TYPiCAL LOT LAYUUT NTS 34" ROLLED CURB A/YD Gt1TI1`R �o' DRIVEWAY AGCFSS 70' TYPIC,�IL L�T w�or� LOT# LOT AREA LC�T AREA L�T# LOT AREA L�T AREA ...� �......._....,�............�.._ .�_...........�.�.........�..�..�.,...... (SF) (AC.} (SF) �.� (AC.) 1 9,328 �.214 27 14,500 0.241 2 9,260 0.213 28 10,50� 0.241 3 9,257 4.213 29 11,850 0.272 4 9,372 0.215 30 14,154 0.325 5 10,228 �.235 31 10,412 0.239 6 11,668 �.268 32 13,701 0.315 ? 12,246 0.281 33 10,859 0.249 8 14,103 �.324 � 34 1�,905 0.250 9 1'1,816 0.271 � 35 11,599 0.266 1� 10,284 �.236 36 13,628 0.313 .._ 11 10,365 0.238 37 13,591 �.312 12 1 Q,651 4.245 38 12,888 �.296 13 1 ,795 0.248 39 1�,875 0.250 14 10,314 4.237 4tJ 10,875 0.25Q 15 't 0,�13 0.234 41 11,735 0.269 16 9,712 4.223 42 12,239 0.281 17 10,517 0.241 43 11,535 0.265 18 10,651 0.245 V 44 11,689 0.268 19 11,558 0.265 45 12,04� 0.2?6 20 11,677 �.268 Q6 13,336 0.306 21 11,796 0.271 47 13,012 0.299 ._,. 22 11,$53 0.272 48 12,918 0.297 23 12,�22 0.276 49 12,824 0.294 24 11,246 �.258 54 12,734 0.292 25 10,468 0.24� � 51 12,634 0.290 zs �a,5oo 0.241 � _. _......_.,......._....�. . �__ ...___._...... _.__..�..�_._.._._..... ... 4 SD-2. 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TREE PROTECTiON CERTIF'ICATION MUST BE SUBMiTTED TO THE EROSION CONTROL DIVISION AND THE TREE PROTECTION INSPE�TI�N MUST �E CQMPLETED PR{OR TO TNE ISSUANCE 4F THE EROSION CONTROL PERMfT. PRO�F OF' PAYMENT OF NITROGEN OFFSET F�ES TO THE NC EC�SYSTEM ENHANCEMENT PR�GRAM NCEEP IS REQUiRED PRIOR TO THE ISSUANCE 1F THE ER4SI�N C4NTROL PERMIT. C � 3. INSTALL EROSION CONTROL MEASURES. 4. ALL BANKS, SWALES AND FiLL SLOPES SHALL 6E NQ STEEPER THAN 2.5: 1 MAXIMUM. CUT SL4PES SHALL BE NO STEEPER THAN 2: 1. 5. ALL GRADlNG MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDfNG WATER OR WET LAWN AREAS, AND TO ENSURE THAT ALL STOR�! WAYER FLOWS TD INLETS 4R OTHER POINTS OF DISCHARGE. 6. ALL SIDEINALKS SHALL 6E CONSTRUCTED WITH A Mi�lIMUM 2� CR4SS S�.OPE IN THE DIRECTION SHOWN �N THE PLAN. 7. SITE AND TOPOGRAPHiC INF'ORMATiON 6ASED ON A SURVEY PREPARED BY COULTER JEWELL THAMES, PA, DATED MAY 27, 2a05. 8. ALL NEW GRADING SHALL MEET EXISTING GRADES WITH SMOOTH TRANSITlONS. 9. ALL STORM DRAINAGE PIPES TO BE RCP. 10. THE HOMEOWNERS ASSOCIATION WILL HAVE EASEMENT AND MAINTENANCE RESPONSIBILITY F'�R THE STORMWATER CONVEYANCE AND CONTR�L SYSTEMS. 11. DIF'F'USE FL�W INTO STREAM BUFF'ERS IS REQUlRED. INSTALL I.EVEL SPREADERS AS NECESSaRY TO PROVlDE DI�FUSE �'LOW. � SD-3.0 GRADING NOTE� NTS 3 SD-3.0 ST�RM DRAINAGE TABLE NTS W � ' � � W � _ � ar � W TM a. � c� � � � Z O t� � J a n � o Z - z Z � � � P.A. J o. � �, z 111 West Main Street � ' W Durham, N.C. 277�� i p 919.682.0368 v f 9'19.688.5646 w wnnrw.cjtpa.com Praject: GUESS ROAD LEBANON TO WNSHI P DURHAM, NORTH CAROLINA DE VEL OPER: BNANG00 DEVELOPMEN T COMPAN Y, LLC DURHAM, NC PROP�R T Y �WNERS: BhfANG00 DE'VELCIPMEN T C�MPAN Y ``������iii������, .�� ���ARa ��� ��� �,..,..5...... li , � Q '��� `S�Q�'. ��'' � � . � • o ` • I 1 � 9 r .,�, • • � .. ' � • . _ .. . . Y � • MA �� � � �� �, . . _ r ' �' • �., i ; �• . . • •,. � A At � � � . � . �/ �•����v�`��;.•��• ,�� /�!''�jQ< ••.....•• `��``� i��!F N �,��� �� r�i �t�` � � a`� FiNAL PLANS NaT RELEASED FOR CONST'RUCTI4N Job lVumber: 041? 7/27/2006 � 3i2��2ao7 _ -PER COD GOMMENT sn�2oo7 -PER COD COMMENT ���s�aoo� -PER COD COMMENT 3/3/2008 . -4041401 APPLICATION SITE PLAN SUgMiTTAL Sheet Title: � � PL A Sheet Number - .