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Home My WebLink About06-14 Design PlanLAKE FRE DERICr\.- (FORMERLY SHENANDOAH) MOP L a.Ke %re &rk/4 Ob-iy MASTER DEVELOPMENT PLAN REVISION I OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA GENERAL NOTES I. THIS MASTER DEVELOPMENT PLAN INCLUDES THE FOLLOWING PARCELS ("THE PROPERTY': PARCEL IDJ INSTRUMENT ID ZONE AREA 87 A 103 200422116 R5 406.00 AC 87 A 1030 200422116 R5 108.32 AC 87 A 102 200422116 R5 140.50 AC 1 THE SITE BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS DELINEATED BASED ON FREDERICK COUNTY GIS DATA. THE TOTAL SHENANDOAH PROJECT AREA IS 926.27 AC. THE SITE AREA SUBJECT TO THIS MASTER DEVELOPMENT PLAN REVISION IS 153.30 AC. THIS APPLICATION REMISED MASTER DEVELOPMENT PLAN #01-13, WHICH RECEIVED FINAL ADMINISTRATIVE APPROVAL ON AUGUST 22, 2013. 3. THE SITE IS ZONED R5 (RESIDENTIAL RECREATIONAL COMMUNITY) DISTRICT AS ADMINISTERED BY THE FREDERICK COUNTY ZONING ORDINANCE ("ZONING ORDINANCE'), 4. THE PROPOSED USE FOR THIS SITE IS SINGLE FAMILY RESIDENTIAL (ATTACHED AND DETACHED). THE PROJECT WILL CONSIST OF A TOTAL OF 2,130 DWELLING UNITS, RESULTING IN A GROSS PROJECT DENSITY OF 2.30 DWELUNG UNITS PER ACRE. 5. ALL CONSTRUCTION SHALL CONFORM TO CURRENT FREDERICK COUNTY, VDOT, AND OTHER STATE STANDARDS AND SPECIFICATIONS, AS APPLICABLE. 6. THE PROJECT WILL BE PROVIDED WITH PUBLIC WATER AND SANITARY SEWER SERVICE, ALL WATER AND SEWER FACILITIES SHALL BE COMPLETED PER FCSA REQUIREMENTS. 7. THE SITE WILL BE PROVIDED WITH ELECTRIC AND GAS THROUGH THE EXTENSION OF EXISTING LINES. 8. ALL UTILITIES MUST BE PLACED UNDERGROUND. 9. ALL BUFFER AND SCREENING REQUIREMENTS SHALL BE DETERMINED AT THE TIME OF SUBDIVISION PLANS AND SHALL BE ESTABLISHED BASED ON PROPOSED HOUSING TYPES AND EXISTING USES IN ACCORDANCE WITH SECTION 165-203.02 OF THE FREDERICK COUNTY ZONING ORDINANCE. 10. APPLICABLE DIMENSIONAL STANDARDS FOR RESIDENTIAL LOTS SHALL BE ESTABLISHED AT THE TIME OF SUBDIVISION PLANS IN ACCORDANCE WITH THE REQUIREMENTS OF THE R5 DISTRICT OF THE FREDERICK COUNTY ZONING ORDINANCE. 11. THE FOLLOWING ARE PREVIOUSLY APPROVED LAND DEVELOPMENT APPLICATIONS ASSOCIATED WITH THIS PROJECT: MASTER DEVELOPMENT PLAN #06-00: APPROVED: MAY 2, 2001 SHENANDOAH PHASE I, SEC. 1-5, AND RACHEL CARSON DRIVE SUBDIVISION DESIGN PLAN #11-01: SHENANDOAH PHASE II, SECTION 1-6: SUBDIVISION DESIGN PLAN #12-01: REVISED MASTER DEVELOPMENT PLAN #03-07: SHENANDOAH MODEL COURT REVISION TO ADD LOT 429 PINS! 878-1-1-C: SUBDIVISION DESIGN PLAN #02-10: MASTER DEVELOPMENT PLAN #01-13 "L�1 7ha -a-I. i APPROVED: APRIL 7, 2006 APPROVED: APRIL 7, 2006 APPROVED: DECEMBER 5, 2007 APPROVED: JUNE 3, 2011 APPROVED: AUGUST 22, 2013 APPROVED: AUGUST 13, 2014 MREC SHENANDOAH VA, LLC C/O LANSDOWNE DEVELOPMENT GROUP, LLC 2553 DULLES VIEW, SUITE 400 HERNDON, V 20171 (7 01,3, 1849 SIGNATU APPROVED BY ,THE FREDERICK COUNTY DIRECTOR OF PLANNING AND DEVELOPMENT SIGNATURE a /ZZI ZQi APPROVED BY THE FREDERICK COUNTY ADMINISTRATOR DATE 2e I SIGNATURE DATE ,,1 I,14, DATE VICINITY MAP 1 "=2000' APPLICANT LANSDOWNE DEVELOPMENT GROUP, 2553 DULLES VIEW DRIVE, SUITE 400 HERNDON, VA 20171 ATT: MR. LEONARD S. "HOBIE" MITCHEL (703) 995-1849 G TO RE DATE 0 01861 [" 0101 10 !_ BOWMAN CONSULTING GROUP LTD. 101 SOUTH STREET SE LEESBURG, VA 20175 (703) 443-2400 HOMEOWNERS ASSOCIATION LLC SHENANDOAH HOMEOWNERS ASSOCIATION INC. 140 BALD EAGLE DRIVE OPEQUON, VA 22663 SIGNATURE DATE SHEET INDEX 1 COVER SHEET 2 SITE TABULATIONS AND DETAILS 3 EXISTING CONDITIONS & ENVIRONMENTAL FEATURES PLAN 4 MASTER DEVELOPMENT PLAN OVERALL 5 TRANSPORTATION PLAN 6 PLANNED TRANSPORTATION NETWORK c0 Z -o CCU JAE n 0 o 0 0 n o m o w or m cc m m m V: JOB No. 6742-01-003 E DECEMBER 14, 2012 a 6742-D-ZP-001 4735500pQR LAt- 7 dor 4735500 O E o 5 J g o r COL �( lL E 8 S (� ERW ^I W W 4731000 - _..--_ _— -1_-. RA/RF,y.S,p/ - -_-_--_ _ _-__._.. �s w 4731000 W kFRrF� ® U a lu o hVb� oh i I W Q 4730500 hp�. - ` r - F— 4730500 W � Q / w E-� � z � o cy LLJO 4730000 IE 7. .� L/.. f �.--� f __ _..__ 4730000 ,t 4729500 - - - ) f f�--�' '1 - — -- alzssoo 4729000 - S - _ -. j f"`"' t /r'"` - 4729000 4728500 - --_.. '41 i - 4728500 1 / 7 4728000 - --- - ' -> .. �.Q�' ,.. tih _. - -_ 4728000 4727500 ,� �o 1 4727500 /51�. o 4727000--- _ ---� .:.� --- ----. - - ---- - 4727000 SII J(` FLOOD Z i '� -,.....x �•. 4726500 Cp 4726500 1 ll O 0 6 0 0 0 O N o c O 0 U 0 O 0 MREC SHENANDOAH VA, LLC C/O LANSDOWNE DEVELOPMENT GROUP, LLC 2553 DULLES VIEW, SUITE 400 HERNDON, V 20171 (7 01,3, 1849 SIGNATU APPROVED BY ,THE FREDERICK COUNTY DIRECTOR OF PLANNING AND DEVELOPMENT SIGNATURE a /ZZI ZQi APPROVED BY THE FREDERICK COUNTY ADMINISTRATOR DATE 2e I SIGNATURE DATE ,,1 I,14, DATE VICINITY MAP 1 "=2000' APPLICANT LANSDOWNE DEVELOPMENT GROUP, 2553 DULLES VIEW DRIVE, SUITE 400 HERNDON, VA 20171 ATT: MR. LEONARD S. "HOBIE" MITCHEL (703) 995-1849 G TO RE DATE 0 01861 [" 0101 10 !_ BOWMAN CONSULTING GROUP LTD. 101 SOUTH STREET SE LEESBURG, VA 20175 (703) 443-2400 HOMEOWNERS ASSOCIATION LLC SHENANDOAH HOMEOWNERS ASSOCIATION INC. 140 BALD EAGLE DRIVE OPEQUON, VA 22663 SIGNATURE DATE SHEET INDEX 1 COVER SHEET 2 SITE TABULATIONS AND DETAILS 3 EXISTING CONDITIONS & ENVIRONMENTAL FEATURES PLAN 4 MASTER DEVELOPMENT PLAN OVERALL 5 TRANSPORTATION PLAN 6 PLANNED TRANSPORTATION NETWORK c0 Z -o CCU ■m ■, vxp TH {}F'■�rR CO FRANCIS Lic. No. 34091 ■ ■■a_ ONAL _■� 1 PLAN STATUS 05/01/13 PER COUNTY COMMENTS 06/04/14 PFR AGENCY COMMENTSIJ 08/18/14 PER AGENCY COMMENT , BBR JAE CMM Q z DRAWN CHKD SCALE J V: JOB No. 6742-01-003 E DECEMBER 14, 2012 a 6742-D-ZP-001 O g 8 O E o 5 J g o r COL �( lL E 8 S (� ■m ■, vxp TH {}F'■�rR CO FRANCIS Lic. No. 34091 ■ ■■a_ ONAL _■� 1 PLAN STATUS 05/01/13 PER COUNTY COMMENTS 06/04/14 PFR AGENCY COMMENTSIJ 08/18/14 PER AGENCY COMMENT , BBR JAE CMM Q z DRAWN CHKD SCALE H: AS SHOWN V: JOB No. 6742-01-003 DATE DECEMBER 14, 2012 FILE No. 6742-D-ZP-001 O z O ERW ^I W W z � �s w W H ® U a lu o hWh�_ ✓ J W Q W Q LTJ F— W � Q w E-� � z � o cy LLJO ■m ■, vxp TH {}F'■�rR CO FRANCIS Lic. No. 34091 ■ ■■a_ ONAL _■� 1 PLAN STATUS 05/01/13 PER COUNTY COMMENTS 06/04/14 PFR AGENCY COMMENTSIJ 08/18/14 PER AGENCY COMMENT , BBR JAE CMM DESIGN DRAWN CHKD SCALE H: AS SHOWN V: JOB No. 6742-01-003 DATE DECEMBER 14, 2012 FILE No. 6742-D-ZP-001 If re� t PHASING PLAN SCALE: 1 "=800' PHASING SCHEDULE RECREATION UNIT SUMMARY RFfRFATinm I INITC RFrl111RFr)- LOT DIMENSION REQUIREMENTS: SINGLE FAIMY SMALL IDTI MIN, LOT SIZE: 3,750 SF MIN. YARDS: FROM PUBLIC OR PRIVATE ROW: 25' (THE FRONT SETBACK MAY BE REDUCED TO 15' PROVIDED THAT THE RESIDENTIAL UNIT UTILIZES A REAR ALLEY FOR ACCESS AND THERE ARE NO DRIVEWAYS ON THE PRIVATE OR PUBLIC ROAD FRONTING THE RESIDENTIAL UNIT.) SIDE YARD DETACHED OPTION: 5' SIDE YARD ATTACHED OPTION 10' REAR YARD: 15' MINIMUM BUILDING SPACING ATTACHED OPTION: 20' til .Jitr 1 lcJ='s MIN. LOT SIZE: 1,500 SF MIN. LOT WIDTH END UNIT 22' MIN. LOT WIDTH INTERIOR UNIT: 18' MIN. YARDS: FROM PUBLIC OR PRIVATE ROW WITH GARAGE: 25' FROM PUBLIC OR PRIVATE ROW WITHOUT GARAGE: 15' FROM OFF STREET PARKING IAT: 15' SIDE YARD: 10' REAR YARD: 20' REAR YARD BACK TO BACK OPTION: N/A J LOT PHASING TABULATIONS urrrr rr.wrr ........ 1.• •, , -111 ,iitr' TOTALAREA AREA IN LOTS AREA IN ROW AND PRIVATE 350/ OPEN SPACE REQUIRED FOR NON- AGE RESTRICTED 45% OPEN SPACE REQUIRED FOR AGE RESTRICTED OPEN SPACE % OPEN SPACE S B PHASE 116 s'd Yal esi entia 7.90 1 5.26 1Z. 114- 9.77 UNITS REC UNITS 10.45 37% o PHASE III Residential 61.77 20.98 9.74 21.62 - 31.05 SO% PHASE IV Age Restricted Residential 84.83 35.43 9.49 - 38.17 39.91 47% PHASE V Age Restricted Residential 81.30 25.84 7.85 - 36.59 47.61 59% PHASE VI Residential 90.37 38.17 16.47 31.63 - 35.73 400/6 PHASEVII Residential 1 80.05 25.70 10.76 28.02- REC UNITS 43.59 54% PHASE VIII Residential 85.83 34.44 12.38 30.04 - 39.01 450/. PHASE IX Residential 62.43 27.05 8.88 21.85 - 26.50 42% TOTAL PROPOSED 648.09 258.37 92.97 168.69 74.76 296.75 46% 5.56 BOATLAUNCH 1 0.37 1 0.37 v) 1 0.37 PHASE IA (EXISTING/AMENDED) PHASE IIA (EXISTING) AgAge RRestrictede Restricted Residential 185.09 26.38 43.61 10.30 22.21 3.03 - - 83.29 11.87 119.27 13.05 64% 49% COMMERCIAL _ Commercial 28.77 - - - - - - CLARKE000NTY N/A 37.94- 36.60 - - - - - TOTALEXISTING/OTHER 0.28 278.18 53.91 25.24 - 125.18 132.32 48°.6 * 4.50 * 6.25 * 12.01 * 59.40 PHASE TOTALS 117.92 14.75 98.10 11.93 TOTALPROJECT 5.66 926.27 1 312.28 118.21 168.69 1 199.94 1 429.07 46% RECREATION UNIT SUMMARY RFfRFATinm I INITC RFrl111RFr)- LOT DIMENSION REQUIREMENTS: SINGLE FAIMY SMALL IDTI MIN, LOT SIZE: 3,750 SF MIN. YARDS: FROM PUBLIC OR PRIVATE ROW: 25' (THE FRONT SETBACK MAY BE REDUCED TO 15' PROVIDED THAT THE RESIDENTIAL UNIT UTILIZES A REAR ALLEY FOR ACCESS AND THERE ARE NO DRIVEWAYS ON THE PRIVATE OR PUBLIC ROAD FRONTING THE RESIDENTIAL UNIT.) SIDE YARD DETACHED OPTION: 5' SIDE YARD ATTACHED OPTION 10' REAR YARD: 15' MINIMUM BUILDING SPACING ATTACHED OPTION: 20' til .Jitr 1 lcJ='s MIN. LOT SIZE: 1,500 SF MIN. LOT WIDTH END UNIT 22' MIN. LOT WIDTH INTERIOR UNIT: 18' MIN. YARDS: FROM PUBLIC OR PRIVATE ROW WITH GARAGE: 25' FROM PUBLIC OR PRIVATE ROW WITHOUT GARAGE: 15' FROM OFF STREET PARKING IAT: 15' SIDE YARD: 10' REAR YARD: 20' REAR YARD BACK TO BACK OPTION: N/A J LOT PHASING TABULATIONS urrrr rr.wrr ........ 1.• •, , -111 ,iitr' PHASE III PHASE IV PHASEV---- PHASE VI PHASE VII ------------- PHASE VIII PHASE IX TOTALS UNITS ITEC UNITS 1 UNITS ITEC UNITS UNITS ITEC UNITS UNITS ITEC UNITS UNITS REC UN ITS REC UNn-s UNITS Il UNITS REC UNITS UNITS REC UNITS UNITS REC UNITS SINGLE FAMILY ATTACHED 191 1 6.37 1 34 1.13 1 133 4.43 0 1 0.00 0 1 0.00 1 130 4.33 120 4.00 0 0.00 0 0.00 608 20.27 SINGLE FAMILY DETACHED 197 1 26.27 1 ----------- ----------------- �Iib111Y�rI�i��i�lYl��it/lYr ..............................�+�� 106 14.13 220 29.33 158 21.07 1522 202.93 NOTE: CALCULATION ASSUMES ALL SINGLE FAMILY DETACHED UNITS DEVELOPED AS SINGLE FAMILY SMALL LOT AND THEREFORE SUBJECT TO RECREATION UNIT RATIO OF 4 RECREATION UNITS PER 30 DWELLINGS INCLUSIVE OF COMMUNITY CENTER REQUIREMENT. THE RECREATION UNIT RATIO APPLICABLE TO SINGLE FAMILY ATTACHED UNITS 15 1 RECREATION UNIT PER 30 DWELLING UNITS. RECREATION UNITS PROVIDED: 1®� COMBINEDTOTAL -- 2130 223.20 TYPE **PHASE I NOTE: PHASE 1A AND IIA ARE COMPRISED OF EXISTING RECORDED LOTS PURSUANT TO PRIOR SUBDIVISION PLAN APPROVALS #11-01 AND 12-01, RESPECTIVELY. PHASE IIA INCLUDES METALMARK DRIVE. TYPE PHASE I PHASE II PHASE III PHASE IV PHASEV---- PHASE VI PHASE VII ------------- PHASE VIII PHASE IX TOTALS UNITS ITEC UNITS UNITS ITEC UNITS UNITS ITEC UNITS UNITS ITEC UNITS UNITS ITEC UNITS UNITS REC UN ITS REC UNn-s UNITS Il UNITS REC UNITS UNITS REC UNITS UNITS REC UNITS SINGLE FAMILY ATTACHED 191 1 6.37 1 34 1.13 1 133 4.43 0 1 0.00 0 1 0.00 1 130 4.33 120 4.00 0 0.00 0 0.00 608 20.27 SINGLE FAMILY DETACHED 197 1 26.27 1 262 34.93 1 68 9.07 200 26.67 140 18.67 171 22.80 106 14.13 220 29.33 158 21.07 1522 202.93 NOTE: CALCULATION ASSUMES ALL SINGLE FAMILY DETACHED UNITS DEVELOPED AS SINGLE FAMILY SMALL LOT AND THEREFORE SUBJECT TO RECREATION UNIT RATIO OF 4 RECREATION UNITS PER 30 DWELLINGS INCLUSIVE OF COMMUNITY CENTER REQUIREMENT. THE RECREATION UNIT RATIO APPLICABLE TO SINGLE FAMILY ATTACHED UNITS 15 1 RECREATION UNIT PER 30 DWELLING UNITS. RECREATION UNITS PROVIDED: COMBINEDTOTAL -- 2130 223.20 TYPE **PHASE I PHASE II PHASE III PHASE IV PHASE V PHASE VI PHASE VII PHASE VIII PHASE IX TOTALS QTY REC UNITS QTY REC UNITS QTY REC UNITS QTY REC UNITS QTY REC UNITS QTY REC UNITS QTY REC UNITS QTY REC UNITS QTY REC UNITS QTY REC UNITS COMMUNITY BUILDING t 1 74.07 1 74.07 ® W Q0 2 148.14 OUTDOOR POOL/ BATHHOUSE 1 14.81 J 1 14.81 a af F- 2 29.63 PLAY COURTS 1 2.78 1 2.78 rw� r✓, Q U) 2 5.56 BOATLAUNCH 1 0.37 1 0.37 v) 1 0.37 3 1.11 TOT LOT 1 1.48 1 1.48 Q Z 2 2.96 HIKER/ BIKER TRAILS * 12.77 * 5.37 * 4.87 * 3.20 * 3.32 * 6.04 * 1.01 * 36.60 LAKE ACCESS TRAILS * 0.18 * 0.13 * 0.80 * 0.18 * 0.15 * 0.28 " 0.47 * 2.18 LAKE TRAIL (VDGIF PROPERTY) * 15.89 * 7.72 * 1.43 * 7.93 * 3.67 * 4.50 * 6.25 * 12.01 * 59.40 PHASE TOTALS 117.92 14.75 98.10 11.93 10.32 1 7.52 5.66 6.53 12.85 285.58 t Community center requirement to be satisfied by combination of community building, outdoor pool/bathhouse, and related facilities, such as play courts. * Trail system recreation unit calculations are based on the trail system shown on the Master Development Plan sheet and are subject to change with final engineering. **Phase I values reflect existing facilities. 3 EASEMENT PLANTING STRIP 011 "M2 NOTE: MIN. 45' RADIUS TO EDGE OF PAVEMENT (GUTTER PAN) UNLESS STREET SERVES 25 OR FEWER DWELLINGS AND IS LESS THAN 0.25 MILES IN LENGTH TYPICAL PRIVATE CUL DE SAC DETAIL FOR ROADS SERVING MORE THAN 25 LOTS (NOT TO SICK TYPICAL PRIVATE CUL DE SAC OR FEWER LOTS (NOT TO SQALEE` f----10' Min. HIKERZBIKER TRAIL DETAIL V LS. Min. ti9 EASEMENT 4 �� a I 1' 5' S W (10' TRAILPLAT c TYPE 1 I S1 I I 4' CG -6 2.08% SURFACE COURSE / UD4 IF REQUIREI3 ` / TELEPHONE) WATER MAIN/ & CABLE (MIN 10' GAS SEPARATION FROM SAN. SEW. AS APPLICABLE STO MWATER MANAGEMENT FACILITY MAY BE PLACED IN SHOULDER AREA 3it. Concrete .. gregate Base prox. 4" Mulch abed Soil Base LAKE & LAKE ACCESS TRAIL DETAIL ;4. cs. A P PAVEMENT ^'C INTERMEDIATE COURSE CG 2.08% - BASE ASPHALT (IF REQUIRED) UD4 IF REQUII �yp.x 2'1 1 1 5' S W PLANTING EXCEPT F STRIP TYPE 1) SANITARY SEWER-` t- BASE COURSE (MIN 10' SEPARATION FROM WATER MAIN) PRIVATE STREET TYPICAL SECTION STORM SEWER EASEMENT I 1 ELECTRIC PRIVATE STREET TYPE PLANTING STRIP P PAVEMENT A EASEMENT DESIGN SPEED PAVEMENT SECTION TYPE 1 RACHEL CARSON DRIVE (NO DIRECT ACCESS FROM LOTS) 7. 30' 61' 30 MPH ROAD SECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. TYPE 2 7' 30' 56' 30 MPH TYPE 3 7' 24' 50' 25 MPH TYPE 4 - 22' 44' 20 MPH J 1. AS SPECIFIED WITH THIS WAIVER EXHIBIT AND AS SHALL BE FURTHER DETAILED ON SUBSEQUENT DEVELOPMENT PLANS, ALL PRIVATE STREETS SHALL MEET THE FOLLOWING VDOT STANDARDS: i. ALL STRUCTURAL SECTION DESIGN STANDARDS; ii. MATERIAL COMPOSITION AND QUALITY STANDARDS; iii. CONSTRUCTION STANDARDS, TECHNIQUES, AND WORKMANSHIP QUALITY STANDARDS; iv. DRAINAGE AND STORM WATER MANAGEMENT SYSTEMS; V. ALL THE DESIGN, TESTING AND MATERIALS, AND IN-PLACE QUALITY TESTING AND AS -BUILT DRAWINGS FOR THE ROAD SYSTEM MUST BE CERTIFIED BY THE DEVELOPER, THE BUILDER, AND A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF VIRGINIA, THAT THE ROADS MEET ALL OF VDOT STRUCTURAL AND QUALITY STANDARDS, AND THE PLANS ARE SUBMITTED TO THE FREDERICK COUNTY ENGINEER AND THE FREDERICK COUNTY PLANNING DEPARTMENT. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM AVAILABLE RECORDS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE INFORMATION SHOWN ON THESE PLANS. BOWMAN CONSULTING GROUP DOES NOT CERTIFY TO THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITY SHOWN ON THIS PLAN. THE CONTRACTOR SHALL CONTACT "MISS UTILITY" AT 811 PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION. 3. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT-OF-WAY. 4. A SMOOTHING GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE CURB AND GUTTER TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER ON THE ROADWAY. 5. ALL CONTROLLED FILL, BASE, AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, AND WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH OF ANY DEDICATED RIGHT-OF-WAY. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. CONTROLLED FILLS SHALL BE COMPACTED IN NO GREATER THAN EIGHT -INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. 6. STORM SEWER AND CULVERT PIPE SHALL BE REINFORCED CONCRETE CLASS III PIPE TO CONFORM TO THE CURRENT AASHTO DESIGNATION M170, UNLESS OTHERWISE DESIGNATED. 7. ALL MATERIALS AND CONSTRUCTION WILL CONFORM TO CURRENT SPECIFICATION AND STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND FREDERICK COUNTY. 8. ADDITIONAL DITCH LININGS SHALL BE PROVIDED AT THE DEVELOPERS EXPENSE IF DETERMINED NECESSARY BY THE COUNTY INSPECTOR DURING FIELD REVIEW. 9. DURING ROUGH GRADING OF THE SITE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GEOTECHNICAL ENGINEER IF GROUND WATER SEEPAGE IS IDENTIFIED. IDENTIFICATION OF SUCH GROUND WATER MAY REQUIRE THAT (ADDITIONAL) UNDERDRAINS OR COMBINATION DRAINS BE INSTALLED TO PROTECT THE INTEGRITY OF THE FILL SLOPES AND/OR FINAL PAVEMENT. 10. STREET SURFACES SHALL BE MAINTAINED IN A CLEANED CONDITION, MUD AND DUST FREE AT ALL TIMES. ADEQUATE MEANS SHALL BE PROVIDED TO CLEAN TRUCKS AND OTHER EQUIPMENT USING THE COMPLETED STREETS. 11. STANDARD GUARDRAIL AND HANDRAIL SHALL BE INSTALLED AT THOSE LOCATIONS AS DESIGNATED DURING FINAL FIELD INSPECTIONS BY FREDERICK COUNTY. 12. ALL DISTURBED RIGHT-OF-WAY MONUMENTS ARE TO BE REPLACED AND VERIFIED BY A CERTIFIED LAND SURVEYOR AT THE DEVELOPERS EXPENSE. 13. ALL RETAINING WALLS 2 FEET IN HEIGHT AND GREATER REQUIRE A SEPARATE BUILDING PERMIT. 14. CONTRACTOR/DEVELOPER SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 15. DRAINAGE AND STORMWATER MANAGEMENT WILL BE PROVIDED IN ACCORDANCE WITH VDOT AND VIRGINIA SWM REGULATIONS. 16. PRIVATE STREET WAIVER APPROVED BY BOARD OF SUPERVISORS ON AUGUST 13, 2014. NOTE: Lake trail to be constructed as mutually agreed with VDGIF. 105/01/131PER COUNTY COMMENTS1 106/04/141PER AGENCY COMMENTSR BBR DESIGN JAE DRAWN CMM CHKD Q Z H: AS SHOWN V: JOB No. 6742-01-003 DATE DECEMBER 14, 2012 FILE No. 6742-D-ZP-001 (If J Z O Z U f7 I.--1 0 1-w w -1: �I 6 W r) LLJ 0 a ,� (n [� Z ® W Q0 U J ,--- a af F- U) H U � L_ rw� r✓, Q U) W Q 0-1 W v) W Q rr� Fri Q Z W CO Isl CY W 0 1' LTH 04P 51 1 v1 0 ° f�61 ♦ r CO FRANCIS 2♦ ra i 'Lic. No. 34091 � w • agoj!�c��/ : 1'. `SIONAL a 105/01/131PER COUNTY COMMENTS1 106/04/141PER AGENCY COMMENTSR BBR DESIGN JAE DRAWN CMM CHKD SCALE H: AS SHOWN V: JOB No. 6742-01-003 DATE DECEMBER 14, 2012 FILE No. 6742-D-ZP-001 SHEET � OF 6 ENVIRONMENTAL FEATURES TABULATIONS 40 NOTE: TABULATIONS REFLECTTHE APPLICATION AREA OF 648.09 AC., AND NOTTHE ENTIRE PROJECTAREA OF 926.27AC. \\\� \ \/ \\ �\\� J J /! 1✓ r' /� > ;\(lam\II(--��1'-'\\\\\ 1-.�-o��}• \ / �'�\ \ ��I''1llj-•��1� .` �� ))1/ice \ \\ \ ! / \ � � �'1%� 1 \\� - 1 \ �-�M / \.... �e \ \ \ �. r" `�• -`, lull �` \\ \ SRF 4 �a®rte I1\t \ i (\ / / \ 0&� D LEGEND ACREAGE % OF OPENSPACE % OF TOTAL SITE OPEN SPACE 300.89 100.000/0 46.43% FLOODPLAIN - - - LAKES AND PONDS - - 3 STREAMS 4,30 1 1.43% 1 0.66% WETLANDS 2.10 0.70% 0.32% STEEP SLOPES (>50%) 1.44 0.48% 0.22% NOTE: TABULATIONS REFLECTTHE APPLICATION AREA OF 648.09 AC., AND NOTTHE ENTIRE PROJECTAREA OF 926.27AC. \\\� \ \/ \\ �\\� J J /! 1✓ r' /� > ;\(lam\II(--��1'-'\\\\\ 1-.�-o��}• \ / �'�\ \ ��I''1llj-•��1� .` �� ))1/ice \ \\ \ ! / \ � � �'1%� 1 \\� - 1 \ �-�M / \.... �e \ \ \ �. r" `�• -`, lull �` \\ \ SRF 4 �a®rte I1\t \ i (\ / / \ 0&� D LEGEND Parcel ID Number LIMITS OF APPLICATION - EXISTING STRUCTURE 1 EXISTING LOT SHENANDOAH HOMEOWNERS ASSOCIATION INC. EXISTING STREAM ® FLOODPLAIN 93A77 EX. 5' CONTOUR RA STEEP SLOPES (>50%) 3 DELINEATED WETLANDS 44 fl • ,�1"- � � = --\ � � ✓ �, p (I,- \\ 1 ,", I 1 } i 1111 1 \ � ,- 1 ,8 , , l \ �\ \ \ --/A7\\\\ vO zi/n, \\ �\ 111 - - � it � ! 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RS Oen Space 2 93A77 GROVEEUGENEF RA Vacant 3 87A103 MRECSHENANDOAHVAULC C/O LANSDOWNEDEVELOPMENTGROUPLLC R5 Vacant 4 87A103 MREC SHENANDOAH VA LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC R5 Vacant 5 87B 21228A SHENANDOAH HOMEOWNERS ASSOCIATION INC. R5 Vacant 6 87A103 MR EC S HENAN DOAH VA LLC C/O LAN S DOWN E DEVELOP M ENT GROUP LLC R5 Vacant 7 87 A 105A HEADLEYJAMES Q& DARLENE C RA Residential 8 87 A 105 HEADLEYJAMESQ&MICHAELA RA Residential 9 87 A 103A HEADLEYKATHYA R5 Residential 10 87A103 MREC SHENAN DOAH VA LLC C/O LA NS DOWN E DEVELO PMENT GROUP LLC R5 Agriculture 11 87A 103 MREC SHENAN DOAH VA LLC C/O LA NSDOWN E DEVELO PMENT GROUP LLC RS Vacant 1294A1 S07.09'48'E WHEATLANDSLLCC/ORAPPAPORTMANAGEMENTCOMPANY R5 Agriculture 13 87 A 1038 COM MONWEALTH OFVIRGINIA -DEPT OF GAME& INLAND FISHERIES R5 Lake t r s �• \___ \ \ `Q - \ 1® 0\ 000-077, I C. I -- 1 \\ - ` ; ,- \ rhe\ / \ I .� 1� ... r ®. i ,11 ^\\ = a,o-..'=��•-�-" '�- a_\\\ \ \^ „`= = J-_ _� � )) �� `\\ { \\\\ / //�f . o -" �i // J I f r // \\\ \ / J// ..e'l \ \ / 1 ) !( l -• \\\\.,.. . \�. ., \ � re�era t.-__='w"`•� \ � '-1 )I��j) i �%�// • !// /�/ � \'�' �'- �/i �-= ' _ =-�\\, f ` _ \ J i\ III I r `_'/ /. \\ �/j \ I ,,_ .i \--_ _\ � 1� :., i ,, f { / 9 f ' � / / .--\ , �s / // \�,\ MI `) Q- J Ni`. / ./ //•- I 1 1 \\ t �\ /N5 - QO ' \ ' / .✓ /// / .//��/� _• -. I • /� I / 1 //l J \ \ J \\ \` -. I �� eoo•'4�i , / -`\•.'�,00011 _ �, -.•_-\ \ /�, \\\\\ \` / /�/ i )I .��\ \\?ri ,� ;;r/ °�\\\%�/, %�� /%\ \ �J 111�/ 1�\ )� )IIl1\. �fi t �%� \i\ 1 11\\{ //!lam \ (. 111\ \ \� 1\ _�- 1 / / �i/ 1 !i/ //i, - `//l ) l 1t\\\ 1 \\ \ l / \ / //// /� f/�f/ °¢ tee. f// / 1 1 \ \! ��/�� ( \\ I \/ /�-\ 111 \\\\11\ - l \� 1 �_ 1 /i / i \ _/// / // \ / �_ ! \\ 1\ ( _- 1) J� \\ \ \ \/// 1 /// �,f/�/ii Q�. v �° f'. 1' /�° )1 /%si/// /� �� /// 1 \/� 1 I \ / l \\ �- 1 } t \ \\ \ \ \ \ \ )/1/ //\�\ t\ \ '/ 1 \� II \ (� (\ ==. \ \ I I // // ' --\\ \ 1 \ • \ � ,>i'�/ice/ //i!. \` �\ �\ \•. \ -� / \ \ lii i ° //,;� � `1% / , 2 / / '/ = '/�'� I �� \\\\ o: \/ // / iii / \ r'ji �(( / \ \ \ \ ,GRAPHIC SCALEij� '� ,. // //= .\ \\ // 400 800'x\ . �`.") In / • b� ( \ \ / \ \ J / l / r \ // - „ i/ // \\ =_ r jl�1 Jf/� \\ IJf 1 f� j 11�- /��> t \\( �\ /fi( ('/ ///C ii/ ��\ )I \C� I =/\•��.�\��\�)1 I\ i`, - =UOft. _ CURVE TABLE LINE TABLE LINE LENGTH BEARING L1 200.65 N65°03'15'W L2 806.04 N64.09'29'W L3 768.60 S26.15'42'W L4 399,69 S27.17'14'W L5 623.82 S27.28'50'W L6 47.38 S26°51'28'W L7 32.71 S10'06'23'E 1_8 22.92 S15.09'45'E L9 39,02 S16.56'53'E L10 58.70 S18'26'36'E Lil 157.99 S16'44'96'E L12 21.16 S61.12'20'E L13 153.36 S61.57'40'E L14 87.54 S61'48'47'E L15 1037 N6 3'49'E L16 1373.34 S64.41'46'E L17 893.76 S36.23'03'W L18 260.95 S33.13'44'W L19 856.36 S07.09'48'E L20 488,78 S07.12'26'E L21 629,90 S07'12'26'E L22 328,79 S12.27'46'W L23 160.67 S12.27'46'W L24 159,32 S05°05'40'E L25 36.83 S74.56'10'W L26 765.76 S49'42'24'E L27 2419.74 S49.42'24'E L28 798.91 S39.42'18'W L29 76.23 S78'36'24'E L30 198.69 Sll'17'02'W L31 1100.00 S78'42'58'E L32 196,59 N11.23'36'E L33 1226,12 S78'54109'E L34 413.80 S78002'52'E L35 1025.33 N26 05'39'E L36 150,40 N29.13'12'E L37 23.27 S76.37'04'E L38 666.33 N26.41'02'E L39 184.93 N26.41'02'E L40 1291.60 N63'23'S5'W L41 1071.21 N26.33'54'E L42 794.14 S63°36'31'E L43 350.00 S26.23'29'W L44 42.47 S16.35'38'W L45 507,69 S66.02'14'E L46 302.79 N26.56 58 E L47 240.67 N26.19'03'E L48 180.38 N25.06'04'E 149 128.63 N25.21'55'E L50 192,08 N25°20'35'E L51 84.35 N23'27'33'E L52 894.77 N71°12'S6'W L53 829.38 N18.48'34'E L54 898.80 S62.44'26'E L55 380.24 N18.55'00'E L56 365.78 N71.33'54'W L57 199.65 N19'53'07'E L58 360.61 S67.53'02'E L59 707.32 N19.07'47'E L60 444.17 N20'05159" L61 205.55 N21.22'2 L62 774.79 N69.01'3 L63 486.62 N20.22'44' L64 1501.63 N69.07'S4'W L65 115.50 S20.55'11'W L66 676.50 N68'27'08'W L67 816.00 N62.05'14'W L68 2832.72 N20.14'23'E L69 956.54 N65.00'07'W L70 482.14 N27.55'48'E L71 206.43 N49.1,'a 25'W L72 221.65 N48.15'52'W L73 165.20 N45.40'11'W L74 98.78 _ N42'56'41'W L75 45.79 N41.20'03'W L76 51,95 N41°20'03'W L77 124,25 N38'07'21'W L78 3530.43 S27°38'33'W L79 1188.32 N65°03'13'W CURVE TABLE CURVE LENGTH RADIUS C1 84.31 119.35 C2 60.43 96.69 C3 12.51 89.65 C4 19.77 61.57 r 4 E Ci cDo m u; o c a C h N V N d V M C U to j E 2 o v a c LM O J d LL 4 � o e-- j EL Q V) Q � Z H W ; v Y (Y LSI z l� LU Lj z w o C) W 0 0 C; '` Q_. O W o > Q W w Q w o z A' Q Q' z w W oS W o o,��ssa•se� �� 7 /% • COW FBANCIS Lia. No. 34091 moo `rtONAL ` ;' as 105/01/131PER COUNTY COMMENTSI L106/04/141PER AGENCY COMMENTSk DATE I DESCRIPTION BBRJ.AE DESIGN DRAWN CMM I CHKD SCALE H: AS SHOWN V: JOB No. 6742-01-003 DATE DECEMBER 14, 2012 FILE No. 6742-D-ZP-001 SHEET 30F 6 r SFA C01O(UNm CENTER, POOL, BATHHOUSE TENNIS COURTS • SFD R{NGETREE J 0 SFD J SFD SFWHITE D SFD ?r SFA LEGEND ■ ■ LIMITS OF APPLICATION COUNTY BOUNDARY LINE EXISTING STRUCTURE EXISTING LOT EXISTING STREAM ® FLOODPLAIN 7_7 OPEN SPACE RECREATIONAL AMENITY s • • • • • PROPOSED 4' LAKE ACCESS TRAIL Mom LAKE TRAIL PER MDP #06-00 ® PROPOSED BOAT LAUNCH (1) TYPE 1 ROAD (2) TYPE 2 ROAD (3) TYPE 3 ROAD (4) TYPE 4 ROAD (5) TYPE 5 ROAD SFD SINGLE FAMILY DETACHED LOTS CFA SINGLE FAMILY ATTACHED LOTS Ull 0 OPEN SPACE r FD SFD • OFA i • SPACE lib J ►'! SFD SFD OPEN !` SPACE 4o L ACCESS ONLY BUJ TENN COU[K i3 OPENPICNIC AREA �a` SPACE flR. i1i � l4 \O la s X40* 'p. t e3s C7 x C3 / G�Q SFD �y9 ql � 'ff 'QT GO c�Si'II4Q p� PHASE 2AA APPROVED ►YIT ,UNDP#03-07 z— SEE NOTE 8 SO,\ BUNTING Ct. / r� U Cyt- • SFD SFD •� • 741- \\\ • • r_�_ r• mv VFDD • `+es••s•+• PF�IA.9EINA • • OPEN APPROVED WITH • SPACE MDP#03-07 L�t SFD SFD NE o4' , SFD 100 �4a7 f. NOTES: 1. PROPOSED LAKE ACCESS TRAIL SEGMENTS REFLECT APPROXIMATE LOCATIONS AND WILL BE DEFINED WITH SUBDIVISION DESIGN PLANS. 2, PROPOSED LAKE TRAIL TO BE LOCATED AS GENERALLY SHOWN PER VDGIF z APPROVAL FINAL LOCATION OF SAID TRAIL TO BE DETERMINED WITH SUBDIVISION DESIGN PLANS AND WILL BE CONSTRUCTED PER STANDARDS ACCEPTABLE TO VDGIF. 3. SUBJECT TO HOA APPROVAL, THE IDENTIFIED COMMUNITY BUILDING WITHIN PHASE I MAY BE USED FOR COMMERCIAL PURPOSES EITHER IN ITS ENTIRETY OR IN PART AS PERMITTED BY THE R5 DISTRICT. 4. LOCATION OF WATER AND SEWER LINES ARE SHOWN WITH TYPICAL SECTIONS ON SHEET 2 OF 4. 5. SWM/BMP LOCATIONS ARE CONCEPTUAL IN NATURE. FINAL FACILITY LOCATIONS, SIZES, AND DESIGN WILL BE DEFINED WITH SUBDIVISION DESIGN PLANS. 6. BOUNDARIES OF AREAS DESIGNATED FOR SFD AND SFA LOTS MAY VARY TO pp�� ACCOMMODATE FINAL SUBDIVISION DESIGN, BUT ONLY TO THE EXTENT POSSIBLE Ms PURSUANT TO OPEN SPACE REQUIREMENTS. 7. A TOTAL OF THREE (3) BOAT LAUNCHES SHALL BE PROVIDED PURSUANT TO VDGIF Z SPECIFICATIONS AND APPROVAL CONSISTENT WITH ESTABLISHED MEMORANDUM OF UNDERSTANDING. ONE (1) BOAT LAUNCH SHALL BE LOCATED AS GENERALLY SHOWN ON THE MDP CONSISTENT WITH PRIOR PROJECT APPROVALS, THE REMAINING TWO (2) SHALL BE PROVIDED WITHIN THE PHASES INDICATED IN THE RECREATION UNIT SUMMARY ON SHEET 2 OF 4, WITH FINAL LOCATIONS AND ACCESS DETERMINED AT SUBDIVISION DESIGN PER VDGIF APPROVAL. . 8. EXISTING CONNECTIONS TO RACHEL CARSON DRIVE MAY BE REMOVED WITH PROVISION OF SUITABLE VEHICLE TURNAROUNDS ON COTTONTAIL DRIVE AND TUTELO f LANE. F I D E Q P � v�4 i MaSTING PROJECT ENTRANCE NL �rq( COMMERCIAL AREA (APPROVED WITH MDP#03-07) CO TY CENTER,EXISOp • :�\ %- / EpG�f UR EXISTING POOL, AND Fob BATHHOUSE C, COMMUNITY BBR BUILDING CMM I (SEE NOTE 3) - EXISTII•TG WASTE BATE] TREATMENT PLANT GRAPHIC SCALE ( IN FEET ) 1 inch = 400 ft. e C7 ui w u') mD e° o c c � w o P 2 v v z a LL �-� Q Z_ O z Z :D < w LLJ > U C O Lu g a ct LL LL_ H [—� Lv ry' w ary LLJL [n r� Q U) w Q W g Q !— vI rw � C7 z O CY W LTH OPS• �% t• O� r�� •i S U' . CO FRANCIS Lic. No. 34091 �Q a SS G •. IONAL •• PLAN STATUS )5/01/13 PER COUNTY COMMENTS )15/20/13 PER COUNTY COMMENTS ) 1 rl4 P I R CLIE T REVISION 16/04/14 PER AGENCY COMMENTS \\ DATE I DESCRIPTION BBR JAE CMM I DESIGN DRAWN CHKD SCALE H: AS SHOWN V: JOB No. 6742-01-003 DATE DECEMBER 14, 2012 1600 FILE No. 6742—D—ZP-001 SHEET 40F 6 It It k \\111fit��\\\ \ t f--\ �•�•� \ � \\ \ _\ 1 r j1J,—\�\ �, N NN IN, Cpl • \�\\\\\�)%//r} \\\\\ f06 ® \ .1111 �, tb �,li, V IN / v4byA\ -/ \ \ \ \11\\ /ilJJ!!\\�\ /J/r\ /II 1 i ErtiNc�rkEE \0+ \ \ \ 1 \ �\\\111 \ \ \ % \1 t �'�\\\� \1\111=•�\\\ \\11\ - 0 1 • \ i \ \ r 1 = \\ \\ ` -- �\\�\\\\ ' \\\\\\�\ _ . CODdiiUNLTY \\ i ( I \ 1 \ ! t \ i \\\v CENTER, POOL, 111\\\A \ ImilmOUSEMNNIS COURTS 1 111lilt, 1�1111111/1` moi\ \\`/ / wHriv \\\ \ I a - ' 2 \ \\\ \\ \ \ 1 1 C7 \ \ GK•Y \ i � l eNN It,= CONN Ott— r ♦ ?J i• I / / - e \�\ ........ �\ ds/1.AAdsAPPROVED — \ \\ �, ,,\ \ 1 /'00 t \� \ rri ! L_ \ ,MI3P;It03-0 �`� \ , LEGEND \ I \\ 1 �° ` - _ � EXISTING rl ' - / �� . `., �\ o \ \ PROJECT ENTRANCE ■ r ■ LIMITS OF APPLICATION COUNTY BOUNDARY LINEFFF • EXISTING STRUCTURE '\ \ \\i \ '3l+� \;: --_---- — EXISTING LOT \` IN _ . . . EXISTING STREAM\ \ ;\� . % °➢ \ \\\ `? :�\ \1 1 i Z FLOODPLAIN \, _ `_ i / \\ 1 \ t \ 1 1 \ \ 1 \� ` s+o \,\` ` ` \�` // ~ f` 1\ \\ COMMERCIAL O v��A11A1b AREAt ' \ RECREATIONAL AMENITY \✓/ -� (I \t1� ` s , i/f \\\ / \ l \\ �.. r� - \\\`/ \ = Cr \ 1 ♦ * \\ \ (APPROVED WIT, I•-- I\\\�. d\\t ) ♦�/` J!�1 , n 1�\\\ ' \\\\ �\ y ` f rr' - '"1`z >J \ ��,. MDP#03-07) R7 1 O (1) TYPE 1 PUBLIC ROAD �`1}III\ /i j/„ ii ' ! +� / , - _ '�\\� l/lift/JJ/L`r�- /-'- b° (�1(/ \L \ `- \~ \\`1" fn (2) TYPE 2 PUBLIC ROAD �\\ 1111 /,il\I 1 ` ! ,� . ip o \ / J f / - J( .� \ ' �\ \ Z 3 TYPE 3 PUBLIC ROAD ��\�ll��/!/ j)1111 _./ .", 'f 4'° !%I/ V J1 J \ 1Pi\\ \ / \ \\\ \ r O ... }�\ — _ ..-• ill; 1 \ -- •� � `• i " - - �`\ _ • •, vro � / r'iai \� tl\ \ \` \\ \ i "" \ \ \ `-� \ \ � F CC 4 TYPE 4 PRIVATE ROAD \ \ n / iJ/i/ /i \ ifj i \ \\ \ v \ \ ! I r _ \ • I .\ . \ . Vie_- ,••` \ \ __ _ POTENTIAL FUTURE ACCESS LOCATION (FUTURE ACCESS LOCATIONS TO BE CONSTRUCTED AS STUB -OUTS OR AS %xM ACCESS EASEMENTS DEPENDING ON THE \\\\\ - -- .% CONNECTIVITY REQUIREMENTS OF THE NETWORK ACCEPTED INTO THE STATE } }/� , \' ' •'\_r �- • ' \� i �� f 1 a P �, \ ,, -,, SECONDARY SYSTEM. ULTIMATE QUANTITY,. ..._ . , �.�I' d 6µ \\v AND LOCATIONS OF ACCESS POINTS MAY VARY PURSUANT TO FINAL ENGINEERING \ / -- 'a•♦ ` � f I^ \\i DESIGN.) /TENNIS \ \\ collarump COURTS � , � (,/ i 4 \\ �� . _, / PO(3L, �1D \ \\ \ ! / • � f � '\ 1 i' . �'. \ \ H7CTMOtT�\ BUN71NG `u 1�too�-''' p4 J `1 {�. u• cl., \�� \,. = w I 1 �//.',-_\\\*- }"/jiri/ = � -_ \`' \ EXSTING� \ ` r 1PASfF WATER \ i ,_'B I31ING ) tSEE NOTE 3 TREATMENT �e \ \. \ • \ }\1111//ii�jfr i 1 \i PLANT • TT i a \ \\\sem_ . 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( �rrC. ._ l\\— \i—\\1\\ ♦.' 11 tl(I/ — JJ/.'-/ 08/1 / JI s� �) \ \\ , r 1 t / J f �••__ *-�•_ � 1, r - �--arc_ \ j /� / (, • �f r _ ` \ \\\\ 1 ! \!( ` r // :' 'I J / %�/ 4ai /i `•a\ \ = \ \\ - \\\\�\ \ \ \ 1 1 111 i f r - - ✓ \ 1 r / f // s r-- .- -,,. `` - / r// / //// \\\ 2 \ \ / / / f / � I � !• (J / i/.. _, / -• ` � \ J � \ \- \\\\ 1\\ J (/ \ \\\ \ \\ J/- ♦ \ \1 \ 1^ / // / \ r /,' / 11( 1 \ �- \ \ \ J __/ \ � /// l -.•f`_ \!1 // ''i/\ � \� EMERGENCY ''`�'• _ � \\ \l �., t\ \\ \ / • ) / J 1 ( \ ACCESS 1 \ ) I \ \ / J ) \ e / \ I \ \ \ - rr 7 .� ��/ t� iIl/11 i\ \ )(// /`{- / \�\\r �\ \ % ] \�-\,AWk\V\1 f �� \ / II) - r rr r\\\ J /J / / 1C-`\li/\\ \ X111\\ 44 Ln U � B ui pp _ vj N� N � � w c m w = w V 0 o a_ � z U Ly Q Z U) W > c) � � W Of N � w V 1 r� W Q Of h+ -•i Q W co � I-+-1 Vtyl Z O cy W O ■••♦♦eeeseer NLTH 01p U CODY FRANCIS �v i Lic. No. 34001 ° r.n�/fir/ i9.' r'. `�jpNAL v■. 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