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HomeMy WebLinkAboutSE202000011 Correspondence 2020-08-25 (2)® COLLINS ENGINEERING August 24, 2020 Paty Saternye County of Albemarle - Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE. Creekside V, Phase 11— Exception Request for Coordination of Streets 200 GARRETT ST, SUITE K CHARLOTTESVILLE VA 22902 ��434.293.3719 PH 434.293.2813 FX www.collins-eng ineeri ng.com Dear Paty, I'm writing to request a waiver by the planning commission for the coordination of public streets within the Old Trail Creekside Development, and specifically for the extension of Jackson Lane through the Creekside V property to Jarman's Gap Road. The waiver request is consistent with section 14-409 of the Albemarle County Subdivision Ordinance under Section 14-409.A— Coordination of all public streets within a subdivision shall be coordinated as to the location, width, grades and drainage with other public streets. The original Old Trail Creekside 11 preliminary plat and development plan showed the inter -parcel connection from Creekside 11 to the adjacent property with a road connection, as shown on the attached approved preliminary plat. This connection is labeled as Jackson Lane. Jackson Lane was graphically depicted on the preliminary plat, and the right of way to extend Jackson Lane from Birchwood Hill Road (Three Board Lane) was platted with the Creekside 11 development. The alignment of Jackson Lane in the preliminary plat indicates a road extension that could extend to Jarman's Gap Road and connect in the same alignment with the existing Jarman's Gap Road and Jarman Lane Road intersection. The applicant's request is to extend Jackson Lane into the adjacent property (the proposed Creekside V development) as shown on the approved Old Trail Creekside 11 preliminary plat, but not extend and connect Jackson Lane to Jarman's Gap Road. In lieu of the vehicular connection at this location, the applicant is proposing a pedestrian connection that will tie into the trailway system through the Old Trail Creekside development and provide a pedestrian connection to the neighborhoods to the north of Jarman's Gap Road. The extension of Jackson Lane to Jarman's Gap Road is not a connection that is being required by VDOT. VDOT inter - parcel connectivity has been satisfied for the Old Trail Creekside Development with the other connections through -out the development, including the Birmingham Drive (Mill Stone Lane) connection with Jarman's Gap Road. The Birmingham Drive road connection serves as an alternate street connection, providing a preferred connection location along Jarman's Gap Road for the traffic flow through the development. Pedestrian access through the Creekside II and Creekside V development will be maintained through with a trail network through the open space, and the trailway will be extended up to this intersection of Jarman's Gap Road and Jarman Lane Road. This extension of the trailway system to the intersection will provide a pedestrian connection between the Creekside development and the existing Grayrock Neighborhood development to the north of Jarman's Gap Road. Additionally, a second pedestrian connection to the Grayrock Neighborhood is also being proposed with this development to the west, completing the trailway networks through the Old Trail Creekside Development. The comprehensive plan illustrates (3) potential roadway connections in this area, and all (3) connections are shown in locations without much separation between the connections. Jarman's Gap Road is a collector road within this location, and access points onto the collector roads should be minimized, while still maintaining the functionality of the connections from the properties adjacent to the roadway. (3) connections in this area are not necessary to meet the inter -parcel connections for the development, and a vehicular connection from the Creekside Development to Grayrock is not a major benefit to the community, Albemarle County, or VDOT. With the vehicular connection from Creekside to Jarman's Gap Road through Birmingham Drive, the connection of Jackson Lane to Jarman's Gap Road is not necessary. In addition, the applcant has had several meetings and discussions with the existing residents in Old Trail Creekside, and none of the residents would like to see Jackson Lane connected to Jarman's Gap Road. We ask that staff and the Commission grant the exception request for the street connection and elimination of the connection of Jackson Lane to Jarman's Gap Road. The principles of Neighborhood design and planning are better met with a pedestrian connection in lieu of a vehicular connection in this location. Thank you for considering this request. Scott Collins, PE •PLAT CONTAINS BUILDABLELEGEND SHEET INDEX 10 SHEETS THIS CROZET - -- _ �• /I . / . •SHEET ALL BUILDING• / I . / • �/ B I . • iCRITTCAL SLOPE AREA OVERALL SITE LAYOUT 1 UNLESS OTHERKISE NOTED BELOW MSTREAM 'I I J '/- I' / 1 IIII i / J •e it LANDSCAPE BUFFER GRADING & DRAINAGE PLAN 7 BUILDABLE AREA PRELIMINARY STORM SEWER LAYOUT 8 LOT 9 49X65' APPROXIMATE LOCAT70N OF TRAIL SYSTEM e ` / ♦ e e :• • • -��. 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SHEET 11 EXHIBITS SHOW THE AREA OF LAND TO BE DEDICATED TO PUBLIC USE. •/SHEET NO. < !> THESE AREAS WLL INCORPORATE A TRAIL WAY NETWORK. 1 of 11 n 2 M M \ \ \ \ \ \ --JC1 M G—M \\\__—__ \\ i ' PLANT SCHEDULE EXISTING 15'PRESCRIPTIVE — — — — — — �� \ \ \\� — RIGHT-OF-WAY EASEMENTA_ — M eAD Pbg� qNS Gq M\\ \ \ \ i \ \ \ �/ /_ OHP ` R qA ; — _ BIRMINGHAM COURT \ OHP OHP � _ — — — — — _ PROPOSED 2o' LANDSCAPE qR. Data STREET TREES _ j S EET -- — — — — — OH �& BUFFER EASEMENT _ — Tangent t _ _ �bp— — _ _ _ _ / yh \ M \ Description PT Station Northing Easting QP QUERCUS PHELLOS WILLOW OAK 2 1/2" cal. 419 — — _ _ �' W) \ Start: 10+00.000 3913212.991 11419232.423 V \ -- _--- f IT — / �Np N End: 10+49.028 3913194.024 11419277.634 \ BIRZINGHAM COUR WP-z LOT 2 : EXISTING SIGHT DISTANCE EASEMENT / ! --`Length: 49.028 Course: S 67° 14' 29-7954" E —>339 LF OF STREET FRONTAGE PROPOSED LA: 20,294 SF LO { 1 o \ \ \ urve Data 9 STREET TREES REQUIRED, g STREET TREES PROVIDED \ BA: 12,8oz SF /(� / 3H Description Station Northing Easting \ LA: 29,266 SF / JACKSON LANE: ADJACENT TRAVEL _ANE ASPHALT PAVEMENT WIDI \�141364 g PC: 10+49.028 3913194.024 21419277.634 PROPOSED 10 PRIVATE p: 1 8. al 1 00 795 LF OF STREET FRONTAGE PROPOSED z"* EDGE OF EXISING PAVEMEN BA: 14 364 SF EXISTING PROPERTY LINE : \ 39 327 453 4 9353 4 (As DETERMINED IN FIELD) PROPOSED SWM FOREST AND / '/y/ �, !y SIDEWALK EASEMENT Q'/ y \\ q i /: / / � T: 11+27.149 3913178-457 11419353.683 I zoSTREET TREES REQUIRED, zoSTREET TREES PROVIDED OPEN SPACE EASEMENT D It ° T LEFT TOTALSITE FSYMT BOTANICAL COMMON NAME SIZE CANOPY(sf) QUANTITY I COVERAGE (so 29 12,151 / \ I `, / e a. 2a 22 47-7559 ype: \ TACK COAT THE PROPOSED \ ----Radius: 200.000 DOC: 28° 38' 5z.4040" \ \ CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS CREEKSIDE V \� a �\ Ul / XISTINGR/W CO �R---------- ----- / //D� / T6 -'-,Length: 78.121 Tangent: 39.565 \ / L� p / ., m / /�// I / Mid -Ord: 802 External: 8 6 / EXISTING SUBBASE PRoposcD seBASE / P I AS E I PROPOSED R/W � � / NNN7 3 3 7 \ / -------------------------- r \ / )'NO PARKING SIGNS SHALL BE / Chord: 77.625 Course: 5 78 25' S3 6733" E � \ U / \ I COMPACTED SUBGRACE / LOT h/ LACED ON THIS SIDE OF THE 3 2 Tangent Data \ CONSTRUCTION JOINT DETAIL / % 1 �/ STREET WITH 150' MAX. SPACING / N LA: 21,110 SF w 35R ,• I � / Description PT Station Northing Easting ) / (I I I � / / Start: 11+27.149 3913278-457 11419353.683 \ / ® REMOVE EXISTING SPRAT AYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHA T WIDENING LAYERS / o BA: 30 28 SF I \ / A7 / End: 11+66. 6 1 1 8.1 11 1 O �% / I ® PROPOSED MINIMUM I �(, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) 97 39 3 7 94 4 9393 5 9 _ T / Length: 3q.827 Course: S 8q° q7' 17.SSlq" E \ \ / I ASIDETNERMIINCHES, D BY CORES (SEE NOTEE31ssAR TO ABUT THE FULL THICKNESS Q EXISTING ASPHALT LAYERS 1 FRUFUStU SYttU LIMI I SIIXN m� �\ Q PROPOSED STREETSIGN \ JACKSON LANE \\ / NOTES) _ - W 1 LOT PROPOSED 6' PLANTING STRIP \ ti w / Curve Data \ \ �/ / \ ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES PAID BE APPROVED BY THE ENGINEER. 4 \ \ \ Description Station Northing Easting / D \ - CF �(/ / \ / 2- THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT POSED SHALL MEET SHALL EXCEED THE DEPTHS PAID TYPES DE THE LAYERS OF EXISTING PAVEMENT. n LA: 20,168 SF � � ry � PC: 10+00.000 3912715.064 u4zoo75.859 \ \ / / SUBSURFACE UNMADE OF THE EXISTING AND PROPOSED PAVEMENT SHAL BE ADDRESSED IN THE PAVEMENT DESIGN. 18' GARAGE SETBACK (TYP. \ Q \ / 3. A MINIMUM OF THREE CORES SHA1 BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LAVE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING \ OP \ \ \ B (� RP: 3912684.6o8 21420574-931 \ \ / / PAVEMENT LAYERS. THESE GORES SHAL BE SPACED NO MOPE THAN NO FEET MART. --'I BA' 14 283 SF "NO PARKING" SIGNS SHALL BE \ \ /� R�1 T6 � PT: a+1 o u8 o.8ao D1 zoo 6. 8 / --I A — \ V � / , D * / , - 7.9 5 39 3 4 9 7 7 /y / 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1' INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE \ \ "/ /7 ° \ / / / PROP05ED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY `�E ENGINEER. PLACED ALONG THE CUL-DE SAC — —� — �IC// q/ Delta: 13 30' 3g.u8o" Type: RIGHT \\ / / \ / / / 5 THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMNT CROSS -SLOPE — .--I WITH 150' MAX_SPACING — — — — 9qd CO�Q Radius: 500.000 DOG 110 aT 3a.9616" \ � \ AND EFFEcnvE SURFACE DBaNacE. ' \ 7' Len the 11 o Tangent: 22 B. EXISTING PAVEMENT MARKINGS All MARKERS WITIM THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. PARKING ALLOWED ON THIS SIDE (J �/�i� \ 7. FIN& TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315051d OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS — — — — — — — / �W Mid -Ord: 3.472 External: 3.496 \ \ / / AT TIE-IN LOCATIONS SHAL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(R) OF THE — — �/ \ • Chord: 117.632 Course: N 10° 14' 51.6905" E \\, SPECIFICATIONS. L — � PROPOSED STOP SIGN -, ' MILL & OVERLAY EXISTING PAVEMENT. / \ — — — PROPOSED VDOT STD. CG-u (TYP. SEE DETAIL ON THIS SHEET. / EXISTING / Tangent Data h i / CREEKSIDE—/ Description PTStation Northing Easting \ �y — �—�— — EXISTING 'PRIVATE / ?/pV� / Start: 11+1 . o lab o.8ao 11 aoo 6. 8 5/ CO OPEN SPACE 7 9 5 39 3 4 9 7 7 F \ PROPOSED CLASS ATYPE 1 — — EXISTING CREEKSIDE SIDEWALK EASEMENT / Z/ ' ✓ End: 1 + 8 1 0 8. 0 11 zo166. 3 55 7 7 39 3 5 3 3 4 349 II PEDESTRIAN TRAIL 'OPEN SPACE / Q / Length: 237.882 Course: N 27000' 11.2 E ASPHALT PAVEMENT WIDENING 1 EXISTING R/W �/ Q / 995' \.� FOR WIDENING SUBJECT TO TRAFFIC r i NOTE: ALL OPEN SPACE TO BE 1 1 OTS CD CJ / REV 1.1 DEDICATED TO ALBEMARLE COUNTY / /0 / / / / / / l w3.0 I VIRONA OEPMTIEHIT OF TRANSPORTATION \ I I I PROPOSED SIGHTDISTANCEEASEMENT /ry my ��� \ I 1 REQUIRED I DI LINE / �A� ' QJ / �O / OPEN SPACE 1 QU ED FOR AREA OF SIGHT STANCE /O } T I I I I I I 1 OUTSIDE OFTHE ROAD RIGHT-OF-WAY / j$� � i �j ( : S9 � / TMP o55Eo-04-0o-000Eo �I I I I I 1 COT 1 /i.�/ / 0.85ACRE5 I 1 S6 1 /�% : / D.B. 456o PG. 213 �pT I I III GpT I I I 54 I I SS I 1 1 / / /' \ / / / EXISTING PEDESTRIAN TRAIL II I I I I C EEI�SIDE PHASE III 1 / ✓ /" \ 1 \ \ . s= / \ tiF �B J � \/ 305 315 Lic. No. 035791,E 06/08/20�� 15'I�nrn T. 8�01 z O J d Z w 0 Ln O z J O Q Y) F- Lu z W WCie c- I q 1 / MATCHLIN - S E HIS SHEET ti°� L� r /'9\ \ \ \_- J 1I I- =lid /��P Rey, 1 / /\ / EXISTING PROPERTY LINE 4 I XISTING loo-YEAR STREAM BUFFER / WILLIAM M ANDREWS ✓ I J / F� \ EXISTING I III / / I I \ \ �'Q�� / / ✓✓' z / / — \ ) ✓ / / / \� \ \ CREEKSIDE / I I I I \� D.B. 1949 PG. 283 \ \ > J \I /✓ M OPEN SPACE I I II GPIN:o5500-00-oo-78Bo \ \ J \ - -� ,\ LOT CREEKSIDE V �' 00 N % r \ \ I I I / \ LA: 26,149 SF ml \ oT / / / \ BA: 8,537 SF h1 1 PHASE II \ \ i� \co s3 LOT 3 v 11 LA: 23,627 SF . � "o, � \ �', / / / / I / I I ' \ i \��•�s BA: 16 b2o SF / / L PROPOSED CLASS ATYPE 1 / \ �> �\ \ N O / / \ QT \ �� / I / I \ \ \ \ I i8' GARAGE SETBACK (TYP.) \ % PROPOSED CLASS A TYPE i , 00� \II L / \ SO \ LL \ PEDESTRIAN TRAIL / \ LL O I —1--I — / \ \ ,: \\ : p I ROPOSED S' CONCRETE SIDEWALK.PEDESTRIAN TRAIL \ \ N LOT 1 \ � �— PROPOSED 6`PLANTING STRIP H� \ LA: 22,4o6 SF \ zo OP �� "NO PARKING" SIGNS SHALL BE f \ Q PROPOSED CLASS A TYPE I \ s \ — \ PLACED ALONG THE CUL-DE SAC \ \ j /i II PEDESTRIAN TRAIL / o BA: 16 35 SF \ \ y \ � 06 / \ �' � \ z� %\ .LY^k " \\ � WITH 150' MAX. SPACING \ I 1 SOT �% �' l/ l I I I\ I/ \ / Sd ✓ / ' — — —8a'— VDOT STD. CG 6 (TYP.) J o \ \ ✓ Sf3` ��a' LLI I I � I I � 11 �I I I, I� I I � � / ��� � l j � --- � � A v �' �' \ �v '� MATCHLINE - SEE THIS SHEET \ / \\ �I T / / / % \ h—II LOT > W VDOT STD. CG-6 (TYP. s *� 4 \ .�� � / / •� � � LA; 25,348 SF W °D BA: 16,525 SF / Q Q I � ' ✓ / / / ! �,� y8' / F J NOTE: ALL OPEN SPACE BE I CQT I ` / �' �' \ •l I I // � / / � � £ DEDICATED TO ALBEMARLE COUNTY IL9 Q CL i y / f // I J I 53 I1 � / X� �� I I/ / CO � � � l ,� �\ \S'S/p � � � EXISTING SWIM , \ \ \ \ F$ETBgC,1C % I E Q ' II FACILITY PARKING ALLOWED ON THIS SIDETYP) > = O PROPOSED1o'PRIVATE \ I I I I �/ ' II 'i ✓ < ' / 0 SIDEWALK EASEMENT � C) III / l �/ I-- � I I I I 1 \\\:. ✓ ✓;y r / OSED R/W E w �i•.' / T CREEK IDE �HASE II 47 EwsTwG R/w /. I LOT S /OPEN SPACE.y . \ PROPOSED CLASSATYPEI ul ' — // \ / // COT46 / R .:/ \ \ / \ \ : LA: 21,540 SF /, L / LLI PEDESTRIANTRAIL -, I / i / I ✓` / Q'/Q 1.1 ACRES EXISTING1o'PRIVATE CF / \ \ s�� SA: � 44 r — SIDEWALK EASEMENT Y / // / — ®` = / EXISTING R/W \ �: y0/P� o / U i t / — — — PROPOSED STOP SIG " / / \ /� J Ul i�LU _ PR OPOSEDVDOTSTD.CG-12(TYPJ , �.' b° / / / / \ \ %� j \ I / J \ \ / EXISTING 12. ' PRIVATE / \ / I / LU SIDEWALK EASEMENT ST EXISTING�YEAR STREAM BUFFER /' / / .' \\ I o Y s \ — ANCE_ F1 j� �� / ti 7 / / / 4$ / \ ' \ �P(IIB[,�� RAN — NO PARKING SIGNS SHALL BE / \ \ / / /' /' U) �.. \ �jCRC wOp� LACED ON THIS SIDE OFTHE / �/ PROPOSED CLASS A TYPE iES RIIAN TRAIL " > / ✓' /' �4 ; \\ \� — /�i'/ \ / /l� l I/\ gD�QOy`144'(,� �. `. S / /. \ \ /YIMIN OR HQN"G ZHU WY / STREET WITH 1 0' MAX. SPACING h EXISTING SWIM ,✓ / / / vv X I ' /vv/ l R/w qQ V / A v D.B. 982PG.743/ / / Q FACILITY ✓ // / \ ° � / /\ / / / / / \ / GPIN:rz�oo-oo-o / oo PROPOSED SPEED LIMIT SIGN / 55 9 77 / ✓ / / �— CRE KSID� \ �` \ ✓ — / C�T4 \ / ✓ i / LL ' r / ✓ / / \ \\ OPjN SPACE ROPOSEDSTR STREET TSIGN� \ \ / /i / /// J ✓' \ / /` / / �l ll /OT I PRO POSEDINGRE55/EGRESSTOSITE\ \ \ \\ \ \ — — — / \ \ ✓'' /' /✓' /'/ O 4o7- 38 4 ' / / l / C MILL& VERLAYEXISTING PAVEMENT. \ ZGy%\ / i✓ Y /' // / / O T39 SEE DETAIL ON THIS SHEET./� AMES R JACKSON /JR. Lu 20\ �. D.B. 3879 PG. 408 / EXISTING PEDESTRIANTRAIL /LL 4" COMPACTED AGGREGATE / +1 S GPIN: 0�500-00—(�6-077A1 w F- BASE COURSE, VDOT J/21A SURFACE COURSE COT40 �/ / t C T / `��, X ' ' / \ \ XISTING loo-YEAR STREAM BUFFER / COMPACTED \ a .\.. ..\ ,.\ ,. ` / COT \ / \ / / — \ J/ GRAPHIC yIC ALE // \ \ \ ✓' /// i / / / /� SUBGRADE � / �I / / � — � \ \ \ \ / — so o zs � / so 100 / zoo CRE�KSIDE i / / j / — OPjN SPACE / / ` \ ti�� \/ �P' O OSED PEDESTRIAN CLASS A - TYPE 1 LOW -MAINTENANCE NOTE.• THERE ARE NO PRESERVED OR MANAGED / \ / / k IN FEET) ✓ BRIDGE CROSSING - LL/ PEDESTRIAN PATHWAY DETAIL STEEP SLOPES WITHIN THE PROJECT LIMITS. \ \ ---__— i NO SCALE i'1 inch = 50 ft. a ul JOB NO. 172134 SCALE 111=50' SHEET NO. 3