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Home My WebLink AboutSDP202000034 Plan - Submittal (First) Initial Site Plan 2020-04-06LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR _150 SPOT ELEVATION 1 TOP OF CURB ELEVATION Th 1Mr TOP OF WALL ELEVATION 1 5 B `Jrl r,1 BOTTOM OF WALL ELEVATION _ - STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB o CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL ° CONCRETE F - - RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m GUY WIRE oHu OHu OVERHEAD UTILITY UGu ucu UNDERGROUND UTILITY STORM O O STORM MANHOLE DROP INLET STORM SEWER �RD ROOF DRAIN SANITARY O O SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL W W WATER LINE ® O WATER METER 0 WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS GAs GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER/DEVELOPER Post Office Land Trust; Charles WM Hurt & Shirley L Fisher Trustees P.O. Box 8147 Charlottesville VA, 22906 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Planned Development Mixed Commercial ZMA201700005 approved on January 15, 2020 MAGISTERIAL DISTRICT Rio SOURCE OF TITLE DB 2904 PG 065 BUILD -TO LINES Per approved ZMA201700005, residential build -to lines are provided as follows: FRONT MINIMUM: 0' from edge of sidewalk FRONT MAXIMUM: 20' from edge of sidewalk SIDE: None REAR: None BUILDING HEIGHT Per approved ZMA201700005: Block II: 2-4 stories Block III: 2-5 stories Block VII: 2-4 stories SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Meridian Planning Group, LLC, April 1, 2020. Four (4) foot contours provided by: Albemarle County GIS BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0140D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Powell Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. STORMWATER MANAGEMENT NOTES Per the approved ZMA201700005, regional stormwater facilities are provided. Regional stormwater basin in TMP 32B-A to serve Block III (TMP 32-41 K1) and regional basin in Block I (TMP 32-41 D3) to serve Blocks II and VII (TMP 32-41J and TMP 32-41 P). ITE Trip Generation AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Townhomes (Mid -Rise) 221 101 8 24 32 24 17 41 549 I HTC AREA C EXISTING USE Vacant Land PROPOSED USE Single Family Dwelling LAND USE SCHEDULE Block II (TMP 32-41J) EXISTING Area % Building 0 SF 0% Pavement 8,626 SF 5.0% Sidewalk 1,121 SF 0.7% Open Space 161,444 SF 94.3% Total= 171,191 SF (3.93 ac.) PROPOSED Area % Building 54,814 SF 32.0% Pavement 42,197 SF 24.6% Sidewalk 9,071 SF 5.3% Open space 65,109 SF 38.1% Total= 171,191 SF (3.93 ac.) Block III (TMP 32-41K1) EXISTING Area Building 0 SF 0% Pavement 3,380 SF 3.4% Sidewalk 0 SF 0% Open Space 94,630 SF 96.6% Total= PROPOSED 98,010 SF Area (2.25 ac.) % Building Pavement Sidewalk 9,900 SF 10,149 SF 1,408 SF 10.1 % 10.4% 1.4% Open space 76,553 SF 78.1 % Total= 98,010 SF (2.25 ac.) Block VII (TMP 32-41 P) EXISTING Area % Building 0 SF 0% Pavement 3,723 SF 4.2% Sidewalk 135 SF 0.2% Open Space 84,133 SF 95.6% Total= 87,991 SF (2.02 ac.) PROPOSED Area % Building 31,862 SF 36.2% Pavement 22,641 SF 25.7% Sidewalk 7,677 SF 8.7% Open space 25,811 SF 29.4% Total= 87,991 SF (2.02 ac.) PARKING SCHEDULE Multi -family units: Two or more bedrooms, 2 spaces per unit, 101 units total = 202 parking spaces required 89 units with 2-car garage + 12 units with 1-car garage, 1 additional parking space behind unit = 202 parking spaces provided Guest parking provided behind 2-car garages LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. LANDSCAPE Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance. RECREATION Recreational area shall comply with conditions of approved ZMA20170005. Block II and Block VII shall provide amenity area no less than 7% of the total block area. Block ll: 0.28 AC or 11,984 SF required; 14,376 SF provided. Block VII: 0.14 AC or 6,159 SF required; 7,816 SF provided. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. NITIAL SITE DEVELOPMENT PLAN TOWNHOMES SDP NUMBER IMPENDING TAX MAP 32, PARCEL 41 J, 41 K1 & 41 P ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE: T"=Soo BERKMAR DRIVE BLOCK VII SITE rtrw�„, r+.ic BLOCK III .. BLOCK II Bonefish Grill 19 Sakura 9 mncn yv,cri,c, SuMnor Sandwiches V Partera Hread 10 Hollymead Town Center 7 ,ram ,�l Slafbul*t: Domme's Pizza 19 Pel alarl P Target 9 Hoky Memorial Gardens a 9 Goggle Alrporl (Road Aulo Cenler Tire Pray 9 �4 Walgree WNW lime, Z4 Hest&tJf2nf ROUTE 29 SEMINOLE TRAIL The UPS Stare Q Wells Fargo Bank' BPIQ 80J,1JgeS i�amrjus C h I r,Ae n `ri H l ;curl r; IF 19 RiverSrde Narlh TimberWnad Grill 9 19 Dairy Queen Grill & ChM SHEET INDEX C1 COVER C2 ZMA201700005 APPROVED PROFFERS C3 EXISTING CONDITIONS C4 SITE PLAN: BLOCK II C5 SITE PLAN: BLOCK III C6 SITE PLAN: BLOCK VII J IMAGE PROVIDED BY GOOGLE MAPS HIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 00 0� NLTH OF O v JUS HIMP a c. o.45183 O 'S'SIONAL ��Cs INITIAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.06 REVISION: FILE NO. COVER 20.018 C1 shall be as required by VDOT design standards and detailed plans submitted by the Owner and 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following approved by VDOT. Original Proffers road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be Amendment _X_ bonded for VDOT's acceptance as follows: 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements PROFFER STATEMENT follows: i) from the intersection at US Route 29 to a new terminus within Hollymead Town Center that is for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate shown at the extension of the VDOT future road improvement project of Airport Road, this will provide to of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements ZMA Number and Name: ZMA2017-00005 Hollymead Town Center Area C Blocks II and VII the connection to Airport Road from Route 29 as previously proffered as part of ZMA-94-08. The in accordance with plans approved by VDOT. Substantially complete for the purposes these proffers shall Tax Map and Parcel Number(s): 03200-00-00-041P0, 03200-00-00-041J0 constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the first dual lane roundabout at access road B and mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management Westbound lanes of dual left lanes; one thru lane and one continuous right turn lane -from the roundabout improvements and satisfactory completion of road improvements required for public safety, and signalization; Owner(s) of Record: Post Office Land Trust at access road B to the intersection with Route 29, from the roundabout at access road B a two lane but shall not include final activated signals which are subject to testing and synchronization according to section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are Date of Proffer Signature: I4L4 d r7— �j , Z02 O Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the conditioned upon VDOT's approval of an entrance permit at the Timberwood Boulevard intersection with County as part of the Area C site plan. Route 29 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road Rezone 2.02 acres (TMP 32-41P) from Planned Development Mixed Commercial to Planned Development Mixed improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. Commercial B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from Rezone 3.93 acres (TMP 32-41J) from Planned Development Mixed Commercial to Planned Development Mixed northbound Route 29 into Timberwood Boulevard. The turn lane and taper lengths will be 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of Commercial determined with final road plans to be reviewed and approved by VDOT. funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed such Post Office Land Trust is the owner (the "Owner") of Tax Map and Parcels 03200-00-00-041PO and 03200-00-00-041JO Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be funds shall be refunded to the Owner. (collectively, the "Property") which is the subject of rezoning application ZMA No. ZMA2017-00005, a project known as signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The "Hollymead Town Center Area C Blocks II and VII" (the "Project"). existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the continuous right turn lane and add a through lane according to the final design in the previous capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These paragraph. $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are containing dwelling units is approved in Area C; the remainder of the contribution shall be paid on a pro rata reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an authorized D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be signatory of the Owner for this proffer statement. This proffer statement amends the proffers applicable to the Project that width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood based upon the number of dwelling units approved as part of the first final site plan or subdivision plat. If five were accepted in conjunction with ZMA2001-00020, Hollymead Town Center Area C. Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be years after the date of approval of the first final site plan or subdivision plat the total contribution has not been dedicated and construct: i) a continuous through lane 500-feet to the Southern boundary of Area C, ii) fully paid, the Owner shall contribute the unpaid balance within 30 days upon the request of the County. If the These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starring at be refunded to the Owner. the right -in at the Northern boundary of TM 32 Parcel 41A to the right -in at the Southern entrance of 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Area C. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, only), prepared by Rivanna Engineering & zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Surveying, PLC, revised, last revised July 7, 2003 with plan revisions to Sheet A-2 prepared by Shimp E. Construction of one additional continuous right turn Northbound lane starting 1090 feet south of Development Authority ("CDA") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia Engineering, P.C. dated December 18, 2019 (collectively, the "Application Plan"). The standards of development Timberwood Boulevard at the location of the beginning of the turn and taper of Worth Crossing and ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, and central features and major elements within the Property essential to the design of the development shall be in Route 29, and terminating at Timberwood Boulevard. reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Development's therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the tables and appendices set forth in the attached Application Booklet, entitled "Revised Application Booklet for F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and Code of Development ZMA201700005: A Revision to ZMA 201300004 Originally Revised from ZMA 01-20- the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed across the Rivanna River to connect to Berkmar Drive. 2001 (Area C) `At Hollymead Town Center"' dated June 19, 2017 and last revised December 18, 2019. The for acceptance by VDOT within one year of the first certificate of occupancy. Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless The road improvements listed in proffer 2A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in specifically referenced in these proffers, all plans and illustrations submitted as part of the Applicant's rezoning accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOT's improvements, consisting of buildings, parking and drive aisles and drive -through window features and as shown acceptance as a condition for issuance of any certificate of occupancy for Area C improvements on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure (except as otherwise provided in proffer 217). The width, length, location, (inside median or outside compliance with ARB requirements and iii) and provide all necessary storm water management and BMP s as existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements necessary. 1 2 3 OWNER: Post Office Land Trust / 'J �7 ✓ By: Dr. Charles Hurt Title: Trustee, Post Office Land Trust OWNER: Post Office Land Trust By: Shirley isher' Title: Trustee, Post Office Land Trust 4 The undersigned Owner hereby proffers that the use and development of the Property shall be in conformance with the proffers and conditions herein above. This document shall supersede all other agreements, proffers or conditions that may be found to be in conflict. The Owner agrees that all proffers shall be binding to the property, which means the proffers shall be transferred to all future property successors of the land. WITNESS the following signatures: OWNER: Post Office Land Trust I By: Dr. Charles Hurt Title: Trustee, Post Office Land Trust OWNER: Post Office Land Trust A, zzw, L Z ��& By: irley F' her Title: Trustee, Post Office Land Trust COMMONWEALTH OF VIRGINIA e1W/COUNTY OFyWQAMCA, , to wit: The foregoing instrument was acknowledged before me this day of 2020 by Post Office Land Trust. My Commission expires: MQ,t� 31 . ZD ZI C-4-1 Notary Public GAIL BREEDEN WATKINS NOTARY PUBLIC REG. #101082 COMMONWEALTH OF VIRGINIA MY COMMISGION EXPIRES MAY 31, 2021 HIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH O,, O L o J� v JUSHIMP Nac. o.45183 w SSIONAL IC, INITIAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.06 REVISION: FILE NO. 20.018 ZMA201700005 APPROVED PROFFERS C2 v - _- "_, / _ -w -w -w -w -w -w -w -w -w -w 1-w -w -w -w -w -w _ -w -w -w w -w -w -w -w w -w // I ()r.K\N(lnn RnAD / / / / / / / / / / / / / , / / / / / / / / / I / / / / / ------------------------------------------- ' \- ---------- - ' ----- ------------ _ -------- - - - - __------ _------- _ _ - _ - - - - - - - - - - - - - - ------- sir ------------------ --i - - - - �?E- - - - - TMP 32 4E MEAD UUG \ ' N0� I NEW M ARKZoNED . MERGI P \I ' cDM USE 12 93 AG / � I \ B 0 UNDAR Y CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 163.32' 177.50' 52'43'01" 87.95' 157.62' N 83°25'07" E C2 111.96' 100.00' 64°09'03" 62.67' 106.21' S 33'02'21" E C3 18.17' 91.50' 11 °22'35" 9.11' 18.14' S 18*38'56" W C4 53.53' 180.00' 17*02'16" 26.96' 53.33' S 32°51'21" W C5 32.85' 180.00' 10*27'21 16.47' 32.80' S 46*36'10" W C6 72.62' 833.50' 4'59'31 36.33' 72.60' N 31'05'51" E C7 41.97' 84.50' 28°27'31" 21.43' 41.54' N 42°49'51" E C8 84.22' 245.00' 19°41'47" 42.53' 83,81' S 34*17'44" W C9 56.71' 100.00' 32°29'33" 29.14' 55.95' N 57°43'26" W C10 137.46' 300.00' 26*15'10" 69.96' 136.26' N 60°50'08" W C11 4.52' 969.50' 0*16'01" 2.26' 4.52' N 42'09'26" E �--w� �w �w \�w �w \w �w �w \w �w \ �w \w Dg 3�Po ei / --'% of 1 `v vI II V `v ------------------- ---'-so_, --1 i I I 1 1 1 0 SDMH \ \ 1 i BERKMAR RIVE I OTAIE ROUTE 1405 v (VARIABLE WIDTivI RAN) `v I /- ------ I DB 3265 PGv 6� v � \ 1 vv C1 ' W 20 EASY \ F 3265 / I 355P�556\\ y \\ \\ \\ POSES PpSMG G a \ \ \ \ `v -600 `v '-- Y v 1MP YMEAE, C� ZONEID PO �U5 V / AGCESS EG 68 3265 P v v v vv v �I vv VL - 7 \ ` --- - - �- - ---- 20'SANITARI ------- ��--- -S� R-EASEMENT v -- ti ---- --- DB 3265 PG / \-`--------ti----=--- I _T_ \ vv v vv / �ENPS� A MEA156Dg PGEvv 5 ?5�-'- -_---- --- ,-�---'---- 65ND p83G`b'g4 - zs_-------49 ' I v vv - ' d' / pG -Y---�� ` - pg3515 G556 ---- - pg35�5P �V vv I I ER - 2 EM6 2 i'- I----------------- PSEM I \\\ \ I I x-------- � V v _� vv 05c5 1D 29 / vv III 0 9 i \V � � ZUG�•�rtiPE // // vv vv I I II CS �- s41s2'aow ------ (PRIVATE RIGHT -OE -WAY) SH22$0'w ---- _� --- -4 SS SE EN ♦ / A `v i I // EPSEMEN 2 120' 0A61 Jg�405 --- 20 D 2g1 I 40' ACB 2g16 22 ------ - 5, P�CEspg 2g�6,2 Mr 1 pg \ \ D \ ------- --- SE ----' C \ v �,410 / \ TMP ��E _ ---- --__------- ----- v III N�I��EE------__ --- -- �I � _ --I- ---'----- /� � vI � ----- ZON�;F��T91U- ' I 1 92 ---- - - I ---------- ---- III --------------------- 50 0 50 100 150 ----- --- __-- Scaler 1"=50' HIM ENGINEERINGa LAND PLANNING - PROJECT MANAGEMENT 912 E. 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