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HomeMy WebLinkAbout03-15 Design Plan=A I OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA GENERAL NOTES 1. THIS MASTER DEVELOPMENT PLAN INCLUDES THE FOLLOWING PARCELS ("THE PROPERTY"): PARCEL ID# INSTRUMENT ID ZONE AREA 87 A 103 200422116 1 406.00 AC 87 A 103C 200422116 R5 108.32 AC 87 A 102 200422116 R5 140.50 AC 2. THE SITE BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS DELINEATED BASED ON FREDERICK COUNTY GIS DATA. ECT TO THIS MASTER DEVELOPMENT PLAN REVISION IS 46 O,AC, T IS_AP LI AT N_ R IS D _ _ _ _ EV LO M N PLAN 6-14, RICH RECEIVED FINAL ADMINISTRATIVE APPROVAL ON 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 DWELLING 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 I 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: APPROVED: APRIL 7, 2006 SHENANDOAH PHASE II, SECTION 1-6: SUBDIVISION DESIGN PLAN #12-01: APPROVED: APRIL 7, 2006 REVISED MASTER DEVELOPMENT PLAN #03-07: APPROVED: DECEMBER 5, 2007 SHENANDOAH MODEL COURT REVISION TO ADD LOT 429 PIN# 878-1-1-C: SUBDIVISION DESIGN PLAN #02-10: APPROVED: JUNE 3, 2011 MASTER DEVELOPMENT PLAN #01-13 APPROVED: AUGUST 22, 2013 PRIVATE STREET WAIVER APPROVED: AUGUST 13, 2014 Q MASTER DEVELOPMENT PLAN #06-14 APPROVEDAUGUST 22, 2014 Al A A A A A A A A A A A A A A A A A A A A A A A OWNER MREC SHENANDOAH VA, LLC C/O LANSDOWNE DEVELOPMENT GROUP, LLC 2553 DULLES VIEW, SUITE 400 HERNDON, VA 20171 (703) 995-1849 SIGNATURE DATE APPROVED BY THE FREERICK COUNTY DIRECTOR OF PLANNING AND DEVELOPMENT jI / &40 SIGNATURE DATE VICINITY MAP 1 "=2000' APPLICANT LANSDOWNE DEVELOPMENT GROUP, LLC 2553 DULLES VIEW DRIVE, SUITE 400 HERNDON, VA 20171 ATT: MR. LEONARD S. "HOBIE" MITCHEL (703) 995-1849 SIGNATURE DATE DESIGNER & ENGINEER BOWMAN CONSULTING GROUP LTD. 101 SOUTH STREET SE LEESBURG, VA 20175 (703) 443-2400 HOMEOWNERS ASSOCIATION SHENANDOAH HOMEOWNERS ASSOCIATION INC. 140 BALD EAGLE DRIVE OPEOUON, VA 22663 SIGNATURE _� DATE Q:1ar:Ya 1i11 O 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 J E O. U O V O o N N N t�if M v N �C N O y N 'p, 0U„ o� E N C E n n a c m° a u- S 9 U O C\2 2� ^ Z 1--�1 Q z c 0 EY Ld > O o O � a V) Q cif W Q Ld W 0 , r � � F�--1 Q cycy W O one �ALTH 0�r,■� ° J=S f i v W. CODY CIS i Lic. No. 34091 PLAN STATUS 05/01/13 PER COUNTY COMMENTS 06/20/13 PER COUNTY COMMENTS 04/15/14 PER CLIENT REVISION 06/04/14 PER AGENCY COMMENTS 105/14/151 PER CLIENT REVISION 11 DATE DESCRIPTION BBR DESIGN JAE DRAWN CMM CHKD SCALE H: AS SHOWN V: JOB No, 6742-01-003 DATE DECEMBER 14, 2012 FILE No. 67412-D-ZP001 SHEET 1 OF 6 I ,J PHASE VI 288 UNITS PHARVII2249 cl PHASE III L 180 UNITS_ y! �♦a wall PHASE RIN PHASE IIB 203 UNITS PHASE IIA f 79 UNITS AGE RESTRICTED PHASE N-�� 911 UD'100 227 Ulvl1� �--� PHASE IX 2 e 169 UNITSmom woo loft ftft C\ 000 �` . _ �-S '. WON PHASE IV 202 UNITS 2 "�' J, , RESTRICTED l ✓� PHASE V ` AGF RESTRICTED 142 UNITS PHASE IA AGE RESTRI 2 200 UNITS AGE RESTRICTED] PHASING PLAN SCALE: 1 "=800' PHASING SCHEDULE PROPOSED PHASE PROPOSED USE TOTALAREA (ACRES) AREA IN LOTS (ACRES) AREAINROWREQUIREDFORNON- AND PRIVATE STREETS (ACRES) ACRES)(ACRES) 35% OPEN SPACE AGE RESTRICTED 45% OPEN SPACE REQUIREDFOR AGE RESTRICTED (ACRES) OPEN SPACE %OPEN SPACE PROVIDED ACRES) PROVIDED PHASE 118 Residential 74.38 -------------------- 34.08 1 11.26 1 26.03 1- 29.04 39°% PHASE III Residential 56.14 17.17 1 6.78 19.65 - 32.19 57% PHASE IV Residential 84.83 35.43 9.49 - 38.17 39.91 470/6 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 40% PHASEVII Residential 80.05 25.70 10.76 28.02 - 43.59 54% PHASE VIII Residential 85.83 1 34.44 1 12.38 30.04 - 39.01 45°% PHASE IX Residential 62.43 1 27.05 1 8.88 21.85 ��II 26,50 42% TOTALPROPOSED 2 643.23 250.07 1 89.13 166.99 1 74.76 304.03 47% 2 EXISTING/OTHER PHASE IA (EXISTING/AMENDED) Age Restricted Residential 185.09 43.61 22.21 - 83.29 119.27 64% T PHASE IIA (EXISTING) Age Restricted Residential 31.24 14.46 3.92 - 14.05 12.86 410A COMMERCIAL Commercial 28.77 - - O - - CLARKE000NTY N/A 37.94 - - - - - - TOTALEXISTING/OTHER * 283.04 58.07 26.13 - 127.37 132.13 47% 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 TOTALPROJECT 926.27 1 308.14 1 115.26 1 166.99 202.13 436.16 47% LTIO N_ I RECREATION UNITS REQUIRED: I! LOT DIMENSION REQUIREMENTS: S=LL FMMY SHAM IAT. 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' MIN. LOT SIZE: 1,500 SF MIN. LOT WIDTH END UNIT 22' MIN. LOT WIDTH INTERIOR UNIT: 18' MIN. YARDS: 191 0 FROM PUBLIC OR PRIVATE ROW WITH GARAGE: 25' 178 FROM PUBLIC OR PRIVATE ROW WITHOUT GARAGE: 15' 203 FROM OFF STREET PARKING LAT: 15' 130 SIDE YARD: 10' PHASE IV (AGE RESTRICTED) REAR YARD: 20' 0 REAR YARD BACK TO BACK OPTION: N/A EASEMENT / PLANTING STRIP SIDEWALK . J e��•„�-'�®� rte• //' 4SING T. ,TIONS PHASE PROPOSED PROPOSED SINGLE FAMILY SINGLE FAMILY DETACHED ATTACHED EXISTING LOTS TOTAL PHASE IA (AGE RESTRICTED) 23 0 177 200 PHASE IB 0 191 0 191 Mig PHASE 118 178 25 0 203 PHASE III 50 130 0 180 PHASE IV (AGE RESTRICTED) 202 0 0 202 PHASE V (AGE RESTRICTED) 142 0 0 142 PHASE VI 169 119 0 288 PHASE VII 1 106 143 0 249 PHASE VIII 227 0 0 1 227 PHASE IX 169 0 0 169 NOTE: PHASE 1A AND IIA ARE COMPRISED OF EXISTING RECORDED LOTS PURSUANTTO PRIOR SUBDIVISION PLAN APPROVALS #11-01 AND 12-01, RESPECTIVELY. PHASE IIA INCLUDES METALMARK DRIVE. TYPE PHASE I I PHASE II PHASE III PHASE IV PHASE V PHASE VI 1 PHASE till PHASE Vlll PHASE IX TOTALS UNITS REC UNITS UNITS REC UNITS UNITS REC UNITS UNITS REC UNITS UNITS REC UNITS UNITS REC UNITS UNITS REC UNITS UNITS REC UNITS UNITS REC UNITS UNITS REC UNITS SINGLE FAMILY ATTACHED 191 6.37 25 1 0.83 1 130 4.33 0 0.00 0 0.00 119 3.97 143 4.77 0 0.00 0 0.00 608 20.27 SINGLE FAMILY DETACHED 200 26.67 257 34.27 50 6.67 202 26.93 1 142 1 18.93 1 169 22.53 106 14.13 227 30.27 169 22.53 1522 202.93 CONSTRUCTION NOTES 0 UJ F, _ 11 a El NOTE: CALCULATION ASSUMES ALL SINGLE FAMILY DETACHED UNITS DEVELOPED AS SINGLE FAMILY SMALL LOT AND THEREFORE SUBJECT TO RECREATION UNIT RATIO OF 4 RECREATION RAMA COMBINEDTOTAL 2130 223.20 UNITS PER 30 DWELLINGS INCLUSIVE OF COMMUNITY CENTER REQUIREMENT. THE RECREATION UNIT RATIO APPLICABLE TO SINGLE FAMILY ATTACHED UNITS IS 1 RECREATION UNIT PER ^ 3 3 30 DWELLING UNITS. _ _ RECREATION UNITS PROVIDED: o C S 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 V. ALL THE DESIGN, TESTING AND MATERIALS, AND IN-PLACE QUALITY TESTING AND AS -BUILT DRAWINGS FOR THE ROAD SYSTEM MUST BE OUTDOOR POOL/ BATHHOUSE 1 14.81 1 14.81 CERTIFIED BY THE DEVELOPER, THE BUILDER, AND A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF VIRGINIA, THAT THE ROADS MEET 2 148.14 PLAY COURTS 1 2.78 1 2.78 ��II 2 29.63 BOAT LAUNCH 1 0.37 1 0.37 0 2 5.56 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 Q 1 0.37 3 1.11 TOT LOT 1 1.48 1 1.48 1 1 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. 2 2.96 HIKER/ BIKER TRAILS * 12.77 * 5.37 * 4.87 * 3.20 * 3.32 * 6.04 * 1.01 H Z 3. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR W 1* O CONTIGUOUS TO EXISTING RIGHT-OF-WAY. 36.60 LAKE ACCESS TRAILS * 0.18 * 0.1.3 * 0.80 * 0.18 * 0.15 * 0.28 * 0.47 * 2.18 LAKE TRAIL (VDGIFPROPERTY) * 15.89 * 7.72 * 1.43 * 7.93 * 3.67 * 4.50 * 6.25 * * PHASE TOTALS 117.92 14.75 98.10 11.93 10.32 7.52 5.66 6.53 12.01 12.85 59.40 285.58 t Community center requirement to be satisfied by combination of community building, outdoor pool/bathhouse, and related facilities, such as play courts. 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 * 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. L''U 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, **Phase I values reflect existing facilities. 0 BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. 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 SCALE) TYPICAL PRIVATE CUL DE SAC DETAIL FOR ROADS SERVING 25 OR FEWER LOTS (NOT TO SCALE) i-- ---10' Min. -I HIKERAIKER TRAIL DETAIL N rs I-4' Min. EASEMENT 1m � P I � 44111, _Iry _n- V � -4 4 P4k - � �� EASEMENT A .� C P 1 1' 5' S 4' PAVEMENT INTERMEDIATE 2' (10' TRAIL PLA. ING CG -6 "'C COURSE CG -6 TYPE 1 S IP 2.08% ---- 2.08% SURFACE BASE ASPHALT COURSE (IF REQUIRED) UD4 IF REQUIREI UD4 IF REQUIRE SANITARY SEWE BASE COURSE (MIN 10' TELEPHONE WATER MAI SEPARATION FROM & CABLE (MIN 10' WATER MAIN) GAS SEPARATION FROM SAN, SEW. AS APPLICABLE STOMWATER PRIVATE STREET TYPICAL SECTION MANAGEMENT FACILITY MAY (NOT TO SCALE) BE PLACED IN SHOULDER AREA POR/Ar= C1r01=cr0 lit. Concrete ;gregate Base prox. 4" Mulch Irbed Soil Base 5' STORM SEWER 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 VVITH VIRGINIA DEPARTMENT OF TRANSPORTATION PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS #N VIRGINIA. TYPE 2 T 30' 56' 30 MPH TYPE 3 7' 24' 50' 25 MPH TYPE 4 5' 22' 44' 20 MPH d O LAKE ACCESS TRAIL DETAIL N.T.S. Lake trail to be constructed as mutually agreed with VDGIF. %.:.IO::.}%ri PLAN STATUS 05/01/13 PER COUNTY COMMENTS 06/20/13 PER COUNTY COMMENTS 04/15/14 PER CLIENT REVISION 06/04/14 PER AGENCY COMMENTS 05/14/15 PER CLIENT REVISION DATE DESCRIPTION BBR DESIGN JAE DRAWN CMM I CHKD SCALE H: AS SHOWN V: JOB No. 6742-01-003 J DECEMBER 14, 2012 FILE No. 6742-D-ZP-001 SHEET 20F 6 d O Uri U p v CONSTRUCTION NOTES 0 UJ F, _ 11 a El Q 1. AS SPECIFIED WITH THIS WAIVER EXHIBIT AND AS SHALL BE FURTHER DETAILED ON SUBSEQUENT DEVELOPMENT PLANS, ALL PRIVATE STREETS SHALL ^ 3 3 MEET THE FOLLOWING VDOT STANDARDS: _ _ i. ALL STRUCTURAL SECTION DESIGN STANDARDS; o C S ii. MATERIAL COMPOSITION AND QUALITY STANDARDS; b J i - 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 Q CERTIFIED BY THE DEVELOPER, THE BUILDER, AND A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF VIRGINIA, THAT THE ROADS MEET Z ALL OF VDOT STRUCTURAL AND QUALITY STANDARDS, AND THE PLANS ARE SUBMITTED TO THE FREDERICK COUNTY ENGINEER AND THE ��II FREDERICK COUNTY PLANNING DEPARTMENT. r.l 0 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 Q > 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. O H Z 3. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR W O 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 (n GUTTERS AND/OR THE PONDING OF ANY WATER ON THE ROADWAY. J U 5. ALL CONTROLLED FILL, BASE, AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY ¢ cr 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 L''U 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, 0 BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. 1.4 6. STORM SEWER AND CULVERT PIPE SHALL BE REINFORCED CONCRETE CLASS III PIPE TO CONFORM TO THE CURRENT AASHTO DESIGNATION M170, UNLESS OTHERWISE DESIGNATED. ZQ w � L� 7. ALL MATERIALS AND CONSTRUCTION WILL CONFORM TO CURRENT SPECIFICATION AND STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND (n FREDERICK COUNTY. Z N 8. ADDITIONAL DITCH LININGS SHALL BE PROVIDED AT THE DEVELOPERS EXPENSE IF DETERMINED NECESSARY BY THE COUNTY INSPECTOR DURING FIELD REVIEW. O W 9. DURING ROUGH GRADING OF THE SITE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GEOTECHNICAL ENGINEER IF GROUND WATER SEEPAGE IS IDENTIFIED. Q� IDENTIFICATION OF SUCH GROUND WATER MAY REQUIRE THAT (ADDITIONAL) UNDERDRAINS OR COMBINATION DRAINS BE INSTALLED TO PROTECT THE INTEGRITY OF O of THE FILL SLOPES AND/OR FINAL PAVEMENT. Q 10. STREET SURFACES SHALL BE MAINTAINED IN A CLEANED CONDITION, MUD AND DUST FREE AT ALL TIMES. ADEQUATE MEANS SHALL BE PROVIDED TO CLEAN H-' w In 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. LLJ F- N J 12. ALL DISTURBED RIGHT-OF-WAY MONUMENTS ARE TO BE REPLACED AND VERIFIED BY A CERTIFIED LAND SURVEYOR AT THE DEVELOPERS EXPENSE. V) W Q W 13. ALL RETAINING WALLS 2 FEET IN HEIGHT AND GREATER REQUIRE A SEPARATE BUILDING PERMIT. Q V) 14. CONTRACTOR/DEVELOPER SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. w 0 15. DRAINAGE AND STORMWATER MANAGEMENT WILL BE PROVIDED IN ACCORDANCE WITH VDOT AND VIRGINIA SWM REGULATIONS. �-I [i � M< 16. PRIVATE STREET WAIVER APPROVED BY BOARD OF SUPERVISORS ON AUGUST 13, 2014. �C Z W o CY 0 was OF�j■� �rtp.LTH • � CODS' dCIS ry i c. No. 34091 LAKE ACCESS TRAIL DETAIL N.T.S. Lake trail to be constructed as mutually agreed with VDGIF. %.:.IO::.}%ri PLAN STATUS 05/01/13 PER COUNTY COMMENTS 06/20/13 PER COUNTY COMMENTS 04/15/14 PER CLIENT REVISION 06/04/14 PER AGENCY COMMENTS 05/14/15 PER CLIENT REVISION DATE DESCRIPTION BBR DESIGN JAE 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 20F 6 I/ .�------'q��/� , 1 1 \y \ % �.. I, 1 � `_ •� ` � � -I, -, . . . . . . . . . . . . . . . . . • • . . . . • • • • v v v v r r r. -; r ,; - _, \ / l ENVIRONMENTAL FEATURES TABULATIONS LEGEND ADJACENT OWNER T1 /'// ' r . l \ i1 I \ \ l LIMITS OF APPLICATION EXISTING STRUCTURE -- EXISTING LOT EXISTING STREAM j FLOODPLAIN NOTE: TABULATIONS REFLECT THE APPLICATION AREA OF 648.09 AC., AND NOTTHE ENTIRE PROJECTAREA OF926.27AC. z75----- EX. 5' CONTOUR ✓//r: / / /J `'` � .�... JJ r -`._ _� } \\ � \. ,.J _ '-•' `� � , r` \`' t E II( \\ `�, STEEP SLOPES (>50%) /ktI Aw / \ }\ \ \\ FOFR�c �o� \\ !�� \ 1 DELINEATED WETLANDS #-//, � 4-w, Ji'� '\ � 1 jt\ � / \ � t /\ .. 1 lit It �%( \\\ J''\ / I t,t) ') ! 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'� � 1, , � \ �.,\�\\\. � '\\\ 1 •.,,_ � ` I 1 ` _.._ i -_ �-- 1 / �-- - - -- ;. / /� f ` o - � A-- � // o � 1 e �- \ \ \�-. �•..`- ` t � 1/ ' r � _,_.� r. =,ar �'--`�.rJ� /// ,�� --�, -- J \ .i -- \ \ ._ �`\ \\\ \ \\ / �) i (\ .- .- --._. -- / \ \ / ) ! ;`. \\ \ \ ) f / ( /✓ �� / \ %'° -' 11 ( t \ r - , - 1 �lt�1F _r`�1%��\\��\\4�`_=� fM. 1 _'' _'- i_ _CI / /� *.1 \ \ --_ .--` .- i ( --- _,-•• 1,/ � � i \ // r � / 1 I �� C _J I '� \ �„a .A Map label Parcel ID Number Owner Name Zone Land Use 1 87 A 103 MREC SHENANDOAH VA LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC R5 Vacant 2 87A95D SAN DY ORSLONAKERLLC RA Residential 3 27 A 12 Clarke BENTON SADIE MTRUSTEE AOC Residential 4 27A14 Clarke GROVE EUGENE F JR & SALLY AOC Residential 5 27A16 Clarke MRECSHENANDOAH VALLCC/o LANSDOWNEDEVELOPMENTGROUPLLC AOC Vacant 6 878 2139C LAKE FREDERICK HOMEOWNERS ASSOCIATION RS Open Space 7 87A1038 CO MMONWEALTH OF VI R GI N IA -DEPT OF GAME& IN LA N D F I SHERI ES R5 Lake 8 87B 12 31C SHENANDOAH HOMEOWNERS ASSOCIATION INC. R5 Open Space 9 87811 D SHENANDOAH HOMEOWNERS ASSOCIATION INC. R5 Vacant 30 93 A 77 GROVE EUGENE F RA Vacant 11 87B 1231C SHENANDOAH HOMEOWNERS ASSOCIATION INC. R5 Open Space 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 SJO.06'23'E LS 22,92 S15.09'45'E L9 39.02 S16'56'53'E L10 58,70 S18.26'36'E L11 157.99 S16.44'S6'E L12 21.16 S61.12'20'E L13 153.36 S61.57'40'E L14 87,54 S61'48'47'E L15 10.37 N64.53'49'E L16 1373.34 S64.41'46'E L17 893,76 S36.23'03'W L18 260,95 S33.13'44W L19 856,36 S07.09'48'E L20 488,78 S07.12'26'E L21 829,90 S07.12'26'E L22 328,79 1 S12.27'46'W L23 160.67 S12.27'46'W L24 159132 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'I8'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 Nll'23'36'E L33 1226.12 S78.54'09'E L34 413,80 S78.02'52'E L35 1025,33 N26'OS'39'E L36 150,40 N29.13'12'E L37 2327 S76.37'04'E L38 666.33 N26.41'02'E L39 184,93 N26.41'02'E L40 1291,60 N63.23'55'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 L49 128.63 1 N25'21'55'E L50 192.OB N25.20'35'E L51 84,35 N23.27'33'E L52 894.77 N71'12'56'W L53 829.38 N18.48'34'E L54 898,80 S62'44'26E L55 380.24 2 Nle 55 00 E L56 I 3 .7 65 8 ., 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 N20.05.59' L61 205.55 N21'22'2 L62 774.79 N694Ol'3 L63 486,62 N20.22'44 L64 1 1501,63 N69.07'54' L65 115,50 S20.55'11' L66 676,50 N68.27'08'W L67 816,00 N62`O5'14•W L68 2832.72 I N20'14'23'E L69 956.54 N65.00'07'W L70 482,14 N27.55'48'E L71 206.43 N49`13'25'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 1251 89.65 C4 19.77 61.57 00 oV a Ci JAE CMM I_ $ 0 0 (} W m Uj o ^O b N� N N m E a y 2 h V.- :JOB C 0 '? U> IZ o EE o n E y 30 o a U SHEET a Z_ z Q C\2 Of > a � W � ® Z W > o � w W Q W z W a W z W O Q W Z W 46 w 0 Z 0 p4 p Z W Q W 0 In N 0 (n z W W O LVi LILI rL O ■'METH OF '•■ 4 f icc.. No. 34091 4 e.■ Lt'J[c,,t� nC1gr-pfsisd •i • S S I ■•• 0. AL 4��■ PLAN STATUS 05/01/13 1 PER COUNTY COMMENTS 06/20/13 PER COUNTY COMMENTS 04/15/14 PER CLIENT REVISION 06/04/14 PER AGENCY COMMENTS 05/14/15 PER CLIENT REVLON BBR I JAE CMM DESIGN DRAWN CHKD SCALE H: AS SHOWN V.- :JOB JOBNo. 6742-01-003 DATE DECEMBER 14, 2012 FILE No. 6742-D-ZP001 30F 6 SHEET 1 r iO f! of i > 1. NOTES:PROPOSED LAKE ACCESS TRAIL SEGMENTS REFLECT APPROXIMATE LOCATIONS AND > I 4 WILL BE DEFINED WITH SUBDIVISION DESIGN PLANS. 2. PROPOSED LAKE TRAIL TO BE LOCATED AS GENERALLY SHOWN PER VDGIF `, C+ 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 ts MAY BE USED FOR COMMERCIAL PURPOSES EITHER IN ITS ENTIRETY OR IN PART AS F■ >�4k�, asl N� FR1? PERMITTED BY THE R5 DISTRICT. 0 • r" ` {�`� t2� sby 4. LOCATION OF WATER AND SEWER LINES ARE SHOWN WITH TYPICAL SECTIONS ON l ( r Q SHEET 2 OF 4. J 5. SWM/BMP LOCATIONS ARE CONCEPTUAL IN NATURE. FINAL FACILITY LOCATIONS, ;FD\\� ? SIZES, AND DESIGN WILL BE DEFINED WITH SUBDIVISION DESIGN PLANS. VI> (�3 6. BOUNDARIES OF AREAS DESIGNATED FOR SFD AND SFA LOTS MAY VARY TO �p ACCOMMODATE FINAL SUBDIVISION DESIGN, BUT ONLY TO THE EXTENT POSSIBLE yi PURSUANT TO OPEN SPACE REQUIREMENTS. a �> SFD i 7. A TOTAL OF THREE (3) BOAT LAUNCHES SHALL BE PROVIDED PURSUANT TO VDGIF z SPECIFICATIONS AND APPROVAL CONSISTENT WITH ESTABLISHED MEMORANDUM OF hqy FF2o SFD pN �` UNDERSTANDING. ONE (1) BOAT LAUNCH SHALL BE LOCATED AS GENERALLY SHOWN Q� `, '� \ SFD 3; iR OQ �C ON THE MDP CONSISTENT WITH PRIOR PROJECT APPROVALS. THE REMAINING TWO 2 \ lFq� yee `� ( ) �* ��c� SHALL BE PROVIDED WITHIN THE PHASES INDICATED IN THE RECREATION UNIT O SFD SUMMARY ON SHEET 2 OF 4, WITH FINAL LOCATIONS AND ACCESS DETERMINED AT SUBDIVISION DESIGN PER VDGIF APPROVAL. ` '� w� . q�• SFD` ppH�FFO s V FUTURE WATER TANS �c t �1 `, CO 002 \3 SFD �`ti 8. EXISTING CONNECTIONS TO RACHEL CARSON DRIVE MAY BE REMOVED WITH (APPROmum LOCATION) !. / may, CENTER, POOL. Q / i 01 SFDyay ! BATHHOUSE & 3 / PROVISION OF SUITABLE VEHICLE TURNAROUNDS ON COTTONTAIL DRIVE AND TUTELO TENNIS COURTS r° �'f SFD yr' s LANE. SF Os Si � \, o F � i SFD \ � • � ® � \ j � ,, �� �,� � E O •. �� (i SFD ` A • e �.i SFEP D a ' c6N g N = '"'" to W • 1. • �"'.•.+®...,.✓ n � t k�, � :, '� IC U' SEE NOTE 8 y, c� a 3 -o N �,�G�``, e,� �` \O� `. j-rAJ ��, 'P g��FA ' • • e �:..r .� �-��, F `., ,, .` .�,,.' �'. �'� � � o o d t � � i SFA i Sk,D 110SFD STIN r Q SF f r ems, '> — ,yam: r , , O � ' >I ' r . F LEGEND C\2 r , ■ ■ LIMITS OF APPLICATION f ffSFD o SFA �+ ® f'' +° EXISTING PROJECT Y }} COUNTY BOUNDARY LINE F d �� .. r,s R7 ~ ENTRANCE (� I— SFD + i K^y i Qo'` BH ` -- Z SS EXISTING STRUCTURE +SF ° F FD SSD �.,� q m� O t,5l + A 6 J ® • SFA SFA 4> ` i SFD s� EXISTING LOTS` i i o �p� a • i� i .., NL h%i` w} >' J ry h __._. R. > J 3.. EXISTING STREAM \�' % o q� QSFD SFD SFD Q �, c' ° �' \\ �. y t,� oR•. / >/// �` �� �f ® iO V 1� FLOODPLAIN �® ® � SFD � �,�,�� or7�ER�' � SFD ® R• 2i sFD - ` SF F �� F Fe \` Z iLli n -- -SFD Foy �� .� o o Oe\.� SF \ w\ g LL_OPEN SPACE wf S F?0 W .' .• SFD • $F' w COMMERCIAL i AREA Z E-4 RECREATIONAL AMENITY r ® F(APPROVED a o ,d (APPROVED WITHLd SFD ® • °,�% +° MDP#03- ) O a • q ; • • • • • • PROPOSED 4' LAKE ACCESS TRAIL y m • �> =" v 1 � fix. ..$_ ` ` V , > W W � • � �. • <� '... SFD _.. > r+y r. o.. `.y - • • '` k ,. � \ ! f.;w+ f // ? O y``I l /•/ W (� e LAKE TRAIL PER MDP #06-00 ® PROPOSED BOAT LAUNCH '� �� .• ;-' ��y SFD SFD �� W l-�-1 w Q \\\ ., . . (1) TYPE 1 ROAD o �,. . s v '� �� z�.��\ r' CC (2) TYPE 2 ROAD ;�� ' A w Q W ;k Q N (3) TYPE 3 ROAD+ l `, ; w T CC7 (4) TYPE 4 ROAD (5) TYPE 5 ROAD S - ---� w ". ` \ \',\ \ . \ \ W r A«• • !'. �� O e� t:3T A� Z SFD SINGLE FAMILY DETACHED LOTS o� •♦•.�= ��i � �` w _. CS__F._A � °tiF! • • • • c 5 +i � ,. • 5 s, FD • 5s _ r MISTINGor V TEMS COMMUNITY CENTER, W SINGLE FAMILY ATTACHED LOTS P1 POOL 'AND WSFD r O BATHHOUSEPp' OPEN �1 Off• (,r� SPPE AC SPADE sasON OR. c+ice �j�✓ SFD tric>�,F)Gt� pR' RAS ��••♦♦♦♦e�• ■ LTH ■ ••. SFD �, ..r;: .; g�,A OA'Vl■�. SFD \• 1 fi ' L=STING A`CODY SFDCOMMUNITYTE WATER,N rt ;:.. {SFD, ' BUILDING NCISSTING 1 (SEE NOTE 3), TREATMENT i + c a _ PLANT ♦ Lic. No. 34091 ♦ 5 �� ' OPEN �#`,°. , r I'SHASE SA � � � ,� o OPEN , • m ° SPACE 1 ` V PROVED WITH -- � J �va� ~ SPACE S Q°� J , i . 'MDP#.03.07 .■ .n� �Cc:� (8;' �' . ✓ ■ I • SFD ..� ONAL o ' O ISP OPEN + `' .\ D ti3 *., ;.R °e♦♦♦N• \ i SPACE SFD PLAN STATUS \ �% i 69 � �t \ p 05/01X13 PER COUNTY COMMENTS 4 16 06/20/13 PER COUNTY COMMENTS \ 4, 04/15/14 PER CLIENT REVISION d —f1 r 06/04/14 PER AGENCY COMMENTS `�,. `q `a b "•',a"d'- =2 05/14/15 PER CLIENT REVISION ------------- e 4 0 f FD o 1 t <> EMERGENCY :> yk � ACCESS 410* ' ONLY DATE DESCRIPTION 636 :� BBR JAE CMM DESIGN DRAWN CHKD SCALE H AS SHOWN JOB No. 6742 -0? -003 Q �e GRAPHIC SCALE DATE DECEMBER 14, 2012 \ 0 200 400 800 1600 FILE No. 6742—D—ZP-001 ( W FEET) 40F 6 1 inch = 400 ft SHEET pl-