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HomeMy WebLinkAboutSDP201900020 Plan - Revision 2020-12-21I, APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONNING ENGINEERING INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (DIAL 811 OR 1-800-552-7001) WOODBOURNE LANE MINOR SITE PLAN AMENDMENT #2 GENERAL NOTES: MINOR SITE PLAN AMENDMENT #SDP 201900020 FOR FINAL SITE PLAN #SDP 2013000441 OWNERS: CRAIG ENTERPRISES, INC.(BLK. 3B) (ACK. 3C) 1150 P P.O. BOX 6156 1150 EPSIAN PLACE ROUDABUSH, GALE, & ASSOC. ENGINEERING PLANS LAST DATED 5-16-2014 SI CHARLOTTESVILLE VA, 23906 CHARLOTTESVILLE, VA. 22901 OWNER/DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC(BLOCK 1) CONTACT DAVE BROCKMAN 1005 Heothercroft Circle, Suite 100 OLD TRAIL VILLAGE Crozet, VA 22932 CELL: (702)-985-9088 dave@oldtrailvilloge.com PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 TAX MAP PARCEL No: 055EO-01-00-000EO — EX. PHASE B, PROPOSED PHASE C — 1.120 ACRES REMAINING 2 055EO-01-00-00000 — BLOCK 1 — 4.342 ACRES (REMAINING=1.43 ACRES) 055EO-01-00-000EO — 1.213 AC. OR 52,834 S.F.(ORIGINAL PARCEL) TI C ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005 AND ZMA-2015-0001 APPROVED ON FEBRUARY 10, 2016. VARIATION #10 APPROVED TO REDUCE THE OVERALL AMOUNT OF REQUIRED NON—RESIDENTIAL SQUARE FOOTAGE IN BLOCK 3 FROM 10,000SF TO 7,000SF APPROVED DECEMBER 5, 2012. EXISTING USES BLOCK 3A,B — 25 TOWNHOUSE UNITS(6 AFFORDABLE) BLOCK 1A — 34 APARTMENTS(5-1 BEDROOM) BLOCK 1A — 29,074 S.F. COMMERCIAL BUILDING SETBACKS: ALL MINIMUM SETBACKS FOR RESIDENTIAL & COMMERCIAL ARE 0 FEET. `J�PROP. USE / DENSITY.• BLOCK 3C — 12 TOWNHOUSE UNITSK C 5 9BLOCK F. 1B — 19,355 S.F. COMMERCIALBLOCK CE. 1B — 32 APARTMENT UNITS(3-1 BEDROOM)ne 1B — 7 TOWNHOUSE UNITSQBUILDING ;BLOCK HEIGHT. 0 IE 4wGl� DRAINAGE DISTRICT. LICKINGHOLE CREEK WATERSHED: S. RIVANNA RESERVOIR TOPOGRAPHY: EXISTING BLOCK 3 TOPO AUGMENTED WITH RGA ASBUILT SURVEY. UTILITY ASBUILTS FROM COLLINS ENGINEERING PLANS DATED FEB. 28, 2011. BLOCK 1 TOPOGRAPHY TAKEN FORM J. BELL AERIAL SURVEY & COMPLIED FIELD ASBUILT INFORMATION. FIELD VERIFIED BY SITE INSPECTION ON SEPT. 3, 2013. EXISTING CONDITIONS: THE EXISTING UTILITIES AND INFRASTRUCTURE VARIES SIGNIFICANTLY FROM THE APPROVED PLANS. REFER TO EX. CONDITIONS PLANS FOR ASBUILT & COMPILED LOCATIONS OF UTILITIES, LATERALS, INVERTS, EXISTING GRADES & STRUCTURES. M: CA A HO TAL D PROVIDED PARKING. A SHARED COMMUNITY PARKING ARRANGEMENT EXISTS FOR BLOCK 3, PHASE A & B BLOCK 1 = 211 SHARED SURFACE SPACES (INLCUDING 21 GARAGE SPACES) & 31 ONSTREET PARKING SPACES BLOCK 2 = 90 SURFACE SPACES, 78 GARAGE SPACES BLOCK 3 = 104 POOL SHARED SPACES, 20 ONSTREET PARKING SPACES, 76 DRIVEWAY & GARAGE SPACES SHARED PARKING ANALYSIS USING SHOPPING CENTER DESIGNATION TOTAL SPACES PROVIDED PARKING SPACESROW D3 (C BLOCK 1&2 W/SHARE OF 20.5%) 2 0 SPACES ED(B SHARD INCLUDES ONSTREET PARKING SPACES ADJACENT T EACH BLOCK SEE PARKING SUMMARY AND ANALYSIS PLAN SHEET REQUIRED PARKING BLOCK 1 — 386 SPACES SHOPPING CENTER — BASED ON 4.75 SPACES 1,000 S.F. BLOCK 2 — ASSISTED LIVING CENTER = 36 SPACES INCLUDES NURSING, STAFF & ASSISTED LIVING SPACE(SEE PARKING ANALYSIS) BLOCK 2 — 52 ROOM HOTEL SITE = 52 SPACES INCLUDES RESTURAUNT AND ASSEMBLY REQUIREMENTS BLOCK 3 — 239 REQUIRED(SHARED PARKING AGREEMENT IN PLACE) ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HA A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE: FEBRUARY 4, 2005. PUBLIC ONSITE PUBLIC WATER AND SEWER EXTENSIONS FOR BLOCK 1 & J. UTILITIES: SEE UTILITY SPECIFICATIONS & DETAILS. EXISTING STORMWATER SEE APPROVED SDP 2009-093 "OLD TRAIL BLOCK 3B— FINAL SITE PLAN" & MANAGEMENT. WPO-2008-0014 "OLD TRAIL VILLAGE BLOCK 3 STORMWATER MANAGEMENT PLAN". EXISTING EROSION CONTROL SEE APPROVED SDP 2009-093 "OLD TRAIL BLOCK 3B— FINAL SITE PLAN" FOR MEASURES. PHASE 1 EROSION CONTROL MEASURES AND DETAILS. PHASE 2 IS INCLUDED HEREIN SWM & EC MEASURES: SEE WPO 2013-0052 FOR EROSION CONTROL & STORMWATER MANAGEMENT LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS. LIGHTING: AL OS TIN NO ED LUM RETAINING WALLS. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEER DESIGN. WALLS REQUIRE INSPECTION FROM THE BULDING DIVISION PER USBC. ACCESSIBILITY. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. AFFORDABLE HOUSING. THE COMMERCIAL BUILDING LAYOUT HAS CHANGED WITH THIS MINOR SITE PLAN AMENDMENT. THERE IS NO CHANGE TO THE OVERALL NUMBER OF AFFORDABLE DWELLING UNITS. THERE ARE 2 UNITS BANKED FORM PREVIOUS BLOCKS AND 6 RENTAL APARTMENTS. EXISTING DEVELOPMENT AREA ' — MARCH MOUNTAIN PROPERTIES LLC. / \ PHASE 'A' / \ / SANE BEIGHTS PROP TIES II, LLC /\ BLOCKIS, PHASE 'D' \ ti3n / �0/ JG\NG a ti� ati5� PSG C F \ \' \ G� ,1. 3 Awe s tit JA-4 C \ ( J _ \ 0 Reminder of Block 1 \ / 43 Acres \ z �H, v � A \ T \ MARCH MOUNTAIN PROPERTIES LLC. Block 1. 4.34 Acres OLD TRAIL VILLAGE BLOCK 1, PHASE B & BLOCK 3 PHASE C 1 " = 100' PURPOSE OF THE MINOR SITE PLAN AMENDMENT THE PURPOSE OF THIS MINOR SITE PLAN AMENDMENT IS TO MAKE MINOR CHANGES TO THE APPROVED FINAL SITE PLAN FOR BLOCKS 113 (SDP-201300044). THE CHANGES THAT WE ARE PROPOSING WITH THIS MINOR SITE PLAN AMENDMENT ARE LISTED BELOW: 1. THE PLACEMENT AND SCOPE OF THE SIDEWALK AREA AROUND THE BUILDING HAS CHANGED. 2. UTILITIES HAVE BEEN ABANDONED AND CUTOFF AT THE MAINLINE. 3. THE BUILDING FOOTPRINT AND PROGRAMMING OF THE BUILDING ON LOT 55—El—C2 4. THE PARKING SCHEDULE IS BEING UPDATED 5. THE LIGHTING PLAN IS CHANGING FROM THE APPROVED LOR#1 SWM NARRATIVE THE ATTACHED VSMP PLAN THAT WAS COMPLETED/APPROVED FOR BLOCK 3C PIECE COVERS BLOCK 1 PARCEL DRAINAGE AS WELL. IT ALL DRAINS TO FACILITY L-1 (UB POND) THIS PARCEL IS ALSO COVERED UNDER OUR CURRENT DEQ COVERAGE AS SHOWN ON THE LATEST OVERALL MAP. THE AS —BUILT OF THE POND THAT THIS SITE DRAINS TO WILL HAVE TO SHOW THAT THE ULTIMATE BUILD —OUT CONDITIONS MATCH THE DESIGN ASSUMPTIONS FOR THE POND LETTER OF REVISION #1 LOR #1 SHOWS THE APPROVED OUTDOOR LIGHTING PLAN. THE LIGHTING PLAN IS BEING REVISED WITH THIS AMENDMENT. THE REVISED OUTDOOR LIGHTING PLAN HAS BEEN UPDATED ON SHEET 14. LETTER OF REVISION #2 A MIXED USE BUILDING WAS APPROVED ON THEN PARCELS 55E-1-3C & 55E-1—E. THE ORIGINAL APPROVED SITE PLAN SHOWED A 15.500 SF 4—STORY BUILDING LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF OLD TRAIL DRIVE AND ASHLAR AVENUE. LOR#2 MODIFIED THE FOOTPRINT AND AREA OF THIS BUILDING. THE CHANGES APPROVED WITH LOR#&ARE NOZ REFLECwTED IN THwIS PLAN SHEET 1 ---COVER SHEET SHEET 2 ------ EXISTING CONDITIONS SHEET 3 ----- SITE PLAN SHEET 4 ----UTILITY PLAN SHEET 5 ----- GRADING PLAN 3 1 GOLF ORIVE OLD TRAIL VILLAGE 0 \ J 0 0 VICINITY AP I'-1000 FEET Sf7EET" Iff = _ 0AD79T0M,_87MITXRY & WATERLINE PROFILES SHEET 7 --- TYPICAL SECTION, NOTES & DETAILS SHEET 8 ---- STORM SEWER PROFILE & CONSTRUCTION NOTES & DETAILS SHEET 9 ---- DRAINAGE AREA MAP SHEET 10 ---- STORM SEWER COMPS & DETAILS V 712--- I V SHEET PARF4NG ANALYSISSHEET EXISTING & PROPOSED EASEMENTS SHEET 14 —LIGHTING PLAN SHEET 15 --CUT SHEETS CONTRACTOR'S RECORD DRAWING REQUIREMENTS: CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF REDLINES'. 'REDLINES SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP—TO—DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE 'REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: • REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED • ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION • CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' • IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' • USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS • USE CLEAR LETTERING • NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR X THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. • PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATONS, SUBSTITUTIONS, ETC • BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) • PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS • CROSS OUT ANY PLAN REFERENCE TO APPROVED EQUAL AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS • ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. • RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. • ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING • CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS THIS HAND —MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINEDON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE 'CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". SEE SHEET 25 FOR FULL LIST OF CONTRACTOR REQUIREMENTS. NAME FOR: --- TITLE (CONTRACTOR) DATE A U � w w . W o U N 2 Ig 0� ZO occ O Cc > O OU Wz v10 Oy W� rQ U Q W V J _j Q N W a �20 _; W o� o rz LU o 8 4W Zcc o Uj Q N m W WW 0) Lu Q (� o Z a O 04 REVISIONS COUNTY COMMENTS 11/15/19 COUNTY COMMENTS 4/2/20 COUNTY COMMENTS 7/22/20 COUNTY COMMENTS 12/21/20 DATE April 16, 2019 WM v V 5 Z JD W tar >m 2 J 06 N 3 T �Y O W OV U Oo W FILE NUMBER 8053 SHEET 1 of 15 Block 3A Block 3D ® — and Landscape — o EX.7712— EX. CG-12 �L r� E bN�- EX CG-12-4 �,� _i 77 LANE 200 ;�o �� �. N N� 61' PUBLIC X. CC-12 ••t2•llt•1 •!�'x. '••_. .:"��.•• �1 •. •��i••?'�+.i•' •x� •.' 14 7 • '•. !•�,�••�� ••t• ry •b5� ;•„� �••s •••' •• — — —i -ter T—r�� 0 0 II i li CG-12 I St'd R-1 —� Stop Sign — — — �V/ 0 DUMPSTER --� �Sld83At_-- --- No Parking San—�-- / --Block 1A\ J ---V U--t(TY8) 10` — I - --- -- I —--t(T') 10' - - 18_—� I -::��NodParking , t 55E'01-C I -- Sign --�-- — SignENTER � — t — — f,5�-1010T Sign 2 z Maintenance VARIAB ID PU C Easement OLD TRAIL wN DB5421 PG720 (PLAT) DRIVE �o ® w EX. CG-12 —� -- -12 EX. CG-12 EX. CG-12 LLD TRAIL -DRIVE VARIABLE WIDTH PUBLIC R/W ALL MINOR SITE PLAN AMENDMENT CHANGES OCCUR WITHIN THIS OUTLINED AREA. I I I I I I I I f� I�il EX. CG-12 4s� ,yTH OF 1> 2 U 7\ 9 Dustin E. Greene Lic. No. A.PO 55833 �ww �S`SIONAL E� SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET REVISIONS COUNTY COMMENTS 5/29/19 COUNTY COMMENTS 2/4/20 COUNTY COMMENTS 7/22/20 COUNTY COMMENTS 12/21/20 DATE April 16, 2019 SCALE 1'=30 V WM ('j Y z g� O J 0 �= s im Z Z JCd O 03 � m 0 HY Z P JO N a OJ W m FILE NUMBER 8053 �I SHEET 2 of 15 I, TABLE 1: OLD TRAIL VILLAGE SUMMARY OF PROPOSED DEVELOPMENT BLOCK PARCEL AREA (AC) BLOCK CLASSIFIC ATION NON- RESIDENTIAL AREA (SQ. FT.) RETAIL AREA (� RESIDENTIALUNITS 1 SSQ .F. D UNITS S.F. ATTACH ED UNITS TOWN HOUSE UNITS CONDOI AP UNITS NT TOTAL UNRS GROSS RESIDENTIA L DENSITY (DU/AC) MARKET RATE UNITS AFFORDABLE UNITS TOTAL# MARKET RATE UNITS k NITSTAL REQUIRED AFFORDABL E FOR SAE FOR RENT APARTMENT S P'CCESSOR TOTAL BANKED COMPLETED TOTAL NUMBERFF. OF UNITS TOT%OAL UNITS Block 1 1A 2.17 mixed use 24,231 10,855 0 0 0 38 38 17.5 31 82% 6 0 7 0 7 18% 1 7 Block 1/3 16 3C 3..0 1 mixed use 3,770 20,000 50 14.500 1,727 0 0 0 0 7 0 32 13 52 14.1 44 85% 8 0 6 0 8 15% 0 2 13.0 0 0 2 2 4.9 46,029 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0 0% 0 Block 3 3B 3D 3A 1.0 mixed use 0 0 0 0 0 3 0 0 25 0 0 0 28 7A 19 68% 4 6 0 0 6 21% 2 6 3.0 0 0 0 4 3.1 mixed use 4.500 4,500 0 10 18 8 36 11.7 28 78% 5 8 0 0 8 22% 1 3 8 Block 7 7 Ph. 1 1.1 mixed use Commercial 0 0 0 0 0 26 0.0 32 123% 4 0 0 0 6 23% 2 7 Ph. 2 0.7 0 0 0 0 26 0 37.1 0 6 0 6 7 Ph 3 2.5 Future 0 0 0 0 0 0.0 0 0 0 0 East Village 10 3.4 N/A 0 0 0 0 25 0 120 7.4 95 1 79% 18 1 0 0 2 15 13% (3) 16 6.5 N/A 0 0 24 7 0 0 4.8 0 0 0 30 3.5 N/A 1 0 0 14 0 0 0 4.0 0 0 3 3 17/18 1 2 N/A 0 0 6 29 0 0 5.6 0 0 4 3 31 BIC 1.2 0 0 6 0 0 1 0 4.9 0 0 6 11 3.7 mixed use 0 0 4 11 18 0 33 8.9 26 79% 5 7 0 0 7 21% 2 8 12/12c/15/ 31A 5.1 SF 0 0 30 7 13 0 50 9.8 47 94% 8 3 0 12 15 30% 8 15 13 3.7 mixed use 3,000 0 29 0 0 0 29 7.9 29 100% 4 0 0 0 0 0% 4 14 4.4 SF 0 0 20 0 0 0 20 4.5 20 100% 3 0 0 0 0 0% 3 5/202021 5.4 N/A 360 0 0 0 0 190 190 35.2 161 85% 29 0 29 0 29 15% 0 29 22 12.0 SF 0 0 0 30 15 0 45 3.7 45 100% 7 0 0 12 12 27% 5 3 23 3.4 multi family.0 0 0 13 0 0 13 3.8 13 100% 2 0 0 a 0 0% 2 27 3.1 SF 0 0 9 0 16 0 25 8.1 25 100% 4 0 0 4 4 16% 0 4 2829A/35A 7.9 SF 0 0 24 4 0 0 28 3.5 28 100% 4 0 0 0 0 0% 4 29A/35 1.7 SF 0 0 13 2 0 0 15 8.8 21 140% 2 0 0 0 0 0% 2 32 23.3 SF 0 0 80 12 0 0 92 3.9 85 92% 14 7 0 16 23 25% 9 35c 3.5 SF 0 0 8 0 0 0 8 2.3 17 213% 7 0 0 0 0 0% 1 M94 TOTAL 82.1 1101,870 - 50529 1 31,5821 270 1 125 1 183 1 281 848 1 10.3 1 766 1 80% 1 127 1 31 1 48 1 61 1 140 16% 12 77. Ur I V I AL A"UKUAULt UNI I J L'L.[7D 44.1"k 44.1' Nt1 nANKLU I 55E-0 55E-01 14.5' G'J U -12 - - M ww 1 Z A I / b 22 3C-E9 1.0' B.C.-FA E PORCH \ N Deck 78 .5 FT cc'i Sid 8-3At N A� 10' c --- No Parking -- V + \ CP tP Deck 1 I /O H 12' LINE FROM B.O.C. 12' LINE FROM B.O.C. Sin - Fes% i /O.H. SEE N07E 8 BELOW '7 9 SEE NOTE- / L 5CE-02 EX. WHO0 55E-01 RAW W 0 55E-01 3-E17 y=- V F o 3C 8 � / ��EX G? 5.) ALL UNITS ALONG ASHLAR AVENUE DEPICT A REAR DECK OR OVERHANG W/ 2 DRIVEWAYS SPACES PER UNIT. ALL STRUCTURES, INCLUDING DECKS AND OVERHANGS SHALL REMAIN CLEAR(OUTSIDE) FROM ALL PUBLIC EASEMENTS. INTEGRALLY COLORED CONCRETE 6.) LIGHTING SHOWN AS PREVIOUSLY APPROVED WITH LOR #1. AMEDNMENT OF LIGHTING PROVIDED ON SHEET 14. 6" DEEP, 1/4" HONEY GRAVEL JOINT TILLER *j5{x 9" WATERSTOP SEE DETAIL SURFACE OF JOINT PANTED WITH ASPHALT I BAN n' WALL�� u vOF I TOP J WAALL TOE OF WALL aFl/a" x 6" WATERSTOP WATERSTOP 4" x A" DETAIL KEYED JOINT HEOHT OF WALL "N" N FEET THICKNESS AT TOP 'A" N FEET THICKNESS AT BASE 8-AH COMPRESSION AT TOE LBS. PER SO FT. AREA OF SECTION SO. FT 2 r-0•' 1'-0- 627 2.63 3 1'-2%- 1009 3.93 4 1•-7'/i 1369 5.83 5 2'-0" 1709 8.13 5 2'-43'4^ 2049 10.93 7 2'-9'yj" 2385 13.93 2720 17.43 9 " 3'-7'/4" 3054 21.33 10 4'-0" 33W 25.83 11 " 4'-4Y4" 3718 30.33 12 4'-9%' 4050 35.43 13 5'-2�(1" 43at 40.23 14 5'-T/4" 4712 46.83 15 6•-0•• 5043 $3.13 WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED , MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 9D'- v ' •. H - HEIGHT IN FT. A -I' BASE 4/10 H EARTH 100 LBS CONCRETE - 150 LBS. ANGLE OF REPOSE . 1 Y2' 1 POROUS BACKFILL 11DO LBS./CU. FT. #78 OR 48 AGGREGATE OR CRUSHED GLASS MEETING 078 OR 08 GRADATION REOUREMENTS 3" DRAIN PIPE 8' APART WEEP HOLE WITH 12"XI12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE. MNIMM WEE DIAMETERY 0.03-.•4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE. SAFE BEARING CAPACITY OF SOIL ROCK MINIMUM .............................................................. 10,000 - 20.000 LBS. PER SO. FT. GRAVEL AND COARSE SAND. WELL CEMENTED ...... .. 15,000 - 20.000 LBS. PER SO. FT. CLAY N THICK BEDS, ALWAYS DRY ......................... 12,D00 - WOOD LBS. PER SO. FT. CLAY N THICK BEDS. MODERATELY DRY ................ . 8.000 - 12,000 LBS. PER SO. FT. CLAT. SOFT ......................................... .... 2,000 - 4.000 LBS. PER SO. FT. SAID, DRY, COMPACT. AND WELL CEMENTED ... - 8,000 - 12,000 LBS. PER SO. FT. SAND.CLEAN.DRY ............................... ... ... 4,000 - 8.000 LBS. PER SO, FT. ALLUVIAL SOLS.ETD.......... ............................... ._. 1.000 - 2.000 LBS, PER SOFT. RW-2 D v 3� 0 O •.• p 8 r LL � rl m u Y '��t'• •'1f T .d+ � • r v - v . • " r Dustin E. Greene Uc. No 33 . 558 s °°roxAL s� SCALE 1" = 30' U . LUU y o U N y Zo V 2 W acc O ' O 00 Wz Q. C/1 ¢ ? Ern a 2 00) w2 rQ U Q W VJ J2 SN W °: 20 = o? UN aL W O LL Lu Vo aW zr: W QN 0° /Z Lu V O za Nil REVISIONS COUNTY COMMENTS 5/29/19 COUNTY COMMENTS 2/4/20 COUNTY COMMENTS 7/22/20 COUNTY COMMENTS 12/21/20 DATE April 16, 2019 WM ('3 Y gU Z 0 JJ JCd Z g 5 �Y N O� m FILE NUMBER 8053 SHEET 3 of 15 r, % lI �^ J Block 3A 1 1 Block 3D 1 / I —1 II 1 'EX. M.H. OT 1-3A 1 TOP-689.95 INV((IN=675.25 1 I INV(IN=675.25 INV((OUT)=675.05 Pvc Q L z w I 0 1 UZ�Q EX. M.H. OT 1-4 TOP=691.33 INV(IN)-683.83 INV(OUT)=683.63 a„ Pw �1 141 c,>a c��z� I I I � EX. M.H. OT 1-6 z W p Q TOP=695.1717 EX. M.H. OT 1-5 INV((IN)=687.62 V) TOP-693.34 4 L — INV(OOT)=687.47 wvCQ 1 INV 4')=685.24 2-10 18- INV(=685.24 NRpF. OUT)=685.04 8"PVC --- �� .... 2-12 f�29' OF 18" HPDE)$ 1.37 XI 12" '.WA d W//8" � E� SLEEVE. &: :VALVE k 1 CP' LAN E BINGHAM & TAYLOR ARCHED METER PIT (BTPMS) UTILITY PLAN NOTES. _ ALL MINOR SITE PLAN g1 / AMENDMENT CHANGES 1.) EXISTING WATER METERS AND SERVICE LINES ARE TO BE USED, REMOVED OR RELOCATED, AS APPLICABLE. OCCUR WITHIN THIS ....... OUTLINED AREA. 2.) ANY UTILITY SERVICES WHICH ARE TO BE ABANDONED LIGHTLY SHADED) SHALL HAVE THE CONNECTIONSA. DISCONNECTED FROM THE MAIN AND PLUGGED OR CAPPIED TO ACSA STANDARDS AND SPECIFICATIONS. 3.) PROPOSED SEWER & WATER SERVICES FOR LOTS 4, 21, 22 23 SHALL BE STUBBED BEYOND THE SIDEWALK, { LOCATED AND MARKED FOR RECOVERY PRIOR TO REACHING FINAL GRADES. 4.) WATER METER VAULTS AND METER BOXES SHALL ONLY BE LOCATED WITHIN PERMANENTLY LANDSCAPED AREAS. 5.) FIXTURE COUNTS TO JUSTIFY WATER METER SIZES ARE TO BE UPDATED WITH THE ISSUANCE OF THE BUILDING PERMIT. 6.) SANITARY SEWER LATERALS SHOWN FROM PREVIOUS DESIGN. CONTRACTOR TO VERIFY 8" DIA AND UPSIZE IF NEEDED. .., BINGHAM & TAYLOR CAST IRON FRAME &COVER Catalog Numbers Lid Tile Size Approx. For Covers with Size I.D. Wt. Lbs. Locking Lids BTA-32 111/2" 18" 36.0 BTA-3 111/2" 20" 47.0 BTA-4 111/2" 21" 48.0 ��o���PVTH °F DJ�c2 U � Q�1 9 DustinhTlEE..L PGr�ee-nPee Lic. No. Q APo 55833 ��v4j G �SSr ONAI. Eta SCALE 1" = 30' 30 15 0 10 30 SCALE IN FEET OLD TRAIL-8053\13LOCKS 18o9't =K I MCNBLOCKSC-IMSE.DWO I Ua w cc y .W U Z of ` o N a z U2 O T° Q 0 0 >O 0 � Laz C/1 ¢2 >� Oy wg y Q UQ OW ¢� o U N cc o � LU o . U. ? , w rc rZ V N M� aW Z� h+-1 W Q y 2 4 Iu � x 04 REVISIONS COUNTY COMMENTS 5/29/19 COUNTY COMMENTS 2/4/20 COUNTY COMMENTS 7/22/20 COUNTY COMMENTS 12/21/20 DATE April 16, 2019 WM �V s g0 Z gs >m a Z 0 TM J �Y P O0 m FILE NUMBER 8053 SHEET 4 of 15 I, o O idevab o a� i p e o C^I 0 FC 692.65' 13 FC 693.27' FC 691 FC 691.0' ATCH :XIST. PAVEMENT GRADES FC 695.63' 11 . •TW=96.2 I I=ao.t BW=94.4 x 95.1 LESS THAN 3:1 SLOP FC 692,53'\ ' BW=93,2 B 4.0 LESS THAN 3:1 SLOPE x 95.1 / x 93.7 x 95.4 Q a. x 94.9 / 9F 2 x x 94.3 C 694.47' / FC 693.35' / p \ FC 693.99' FC 693,75' FC 694.22' FC STORM SEWER PIPE SCHEDULE F FC 694.75" 695 p¢. Date: 5/12/2014\\ INLET SCHEDULE All Inlets with a 4.0' or greater drop shall have IS-1, Inlet Shaping provided. Date: 5/12/2014 All Inlets greater than 4' in depth shall have ST-1 steps installed. PIPE u FROM TO PIPE DESCRIPTION SLOPE IN OUT All Inlets 12' in depth or greater shall have SL-1 safety slabs installed TOP ELEVATION 26 27 25 32 L.F. CLASS III 15 "RCP 1.24% INV(IN)= 686.50 IW(OUT)= 686.10 STIR # L STATION DESCRIPTION Left Right Nose H 24 25 10 25 L.F. CLASS III 15 "RCP 0.98% INv(IN)= 686.00 INV(0u'r)= 685.75 2 2.5 VDOT DI-3AA (Match Exist. C&G) 693.08 Type'A' 9.98 22 23 21 22 L.F. CLASS III 15 "RCP 3.27% INV(IN)= 689.50 INV(ouT)= 688.78 4 2.5 VDOT DI-2AA 694.00 693.91 Type'A' 10.25 19 20 18 101 L.F. CLASS III 15 "RCP 3.66°% INv(IN)= 687.80 INV(OuT)= 684.10 6 2.5 VDOT DI-2AA 693.36 693.45 Type'A' 8.46 17 18 106 61 L.F. CLASS III 15 "RCP "RCP 3.11% INv(iN)= 684.00 INV(ouT)= 682.10 15 16 4 37 L.F. CLASS III 15 2.43/o INV(IN)= 684.75 INV(OuT)= 683.85 8 2.5 VDOT DI-3AA 693.50 693.58 Type'A' 8.20 13 14 12 22 L.F. CLASS III 15 "RCP 0.68% INV(IN)= 686.25 INV(OUr)= 686.10 10 2.5 VDOT DI-3A 691.80 691.85 Type'A' 6.15 11 12 10 60 L.F. CLASS III 15 "RCP 0.41% INv(IN)= 686.00 INV(ou'r)= 685.75 12 2.5 VDOT DI-2A 692.90 692.85 Type'A' 6.90 9 10 8 35 L.F. CLASS III 15 "RCP 0.71% INv(jN)= 685.65 iw(OuT)= 685.40 14 8.0 VDOT DI-3B 692.38 692.54 Type'A' 6.13 7 8 6 53 L.F. CLASS III 15 "RCP 0.56% IW(IN)= 685.30 INV(ou'r)= 685.00 16 2.5 VDOT DI-3AA 693.81 693.90 Type'A' 9.06 ALL INFORMATION SHOWN OUTSIDE 5 6 4 142 L.F. CLASS III 15 "RCP "RCP 0.74% INV(IN)=684.90 iw(ou'r)=683.85 18 2.5 VDOT DI-3A (Match Exist. C&G) 691.5 Type'A' 7.50 THE DISTURBANCE AREA WAS DESIGNED USING 3 4 2 55 L.F. CLASS III 15 "RCP 1.00% INv(jN)= 683.75 INV(ou'r)= 683.20 1 2 Ex. 114 52 L.F. CLASS III 15 1.15% INv(IN)=683.10 iw(ouT)=682.50 20 2.5 VDOT DI-1 (Match Exist.) 691.8 Grate 4.00 APPROVED COLLINS ENGINEERING PLANS FOR Storm Sewer Pipes below are as shown on Approved Block 3A WP02008-0014 (Proposed Upper Ballard Pond Outfall Under Old Trail Drive) 21 VDOT MH-1 (Match Exist. ) 694.1 BLOCK 1 &BLOCK 3; WATER QUALITY, THE 120A Ex. 120B Ex. 122 127 L.F. CLASS III 24 "RCP(Temporary) 10.07% INV(m)= 675.24 iw(ouT)= 662.44 23 2.5 VDOT DI-3A 693.90 Type'A' 4.40 EXISTING STORM SEWER & MS-19 WAS PREVIOUSLY 120C Ex. 120B 120D 296 L.F. CLASS III 42 "RCP 0.53% INV(IN)= 675.24 INV(OUT)= 673.67 25 2.5 VDOT DI-3A (Match Exist.) 690.5 Type'A' 4.50 DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT 120E 120D 120E 105 L.F. CLASS III 42 "RCP 0.50% INV(IN)= 673.57 INV(our)= 673.05 27 8.0 VDOT DI-3C (Match Exist. 1 691.0 TVDe'A' 4.45 120G 120F 120H 130 L.F. CLASS III 42 "RCP 0.27% IW(IN)=672.95 iw(our)=672.60 0) U0 0) II �O�yTi3 OF P No o � U �7 Dustin E. �PGreene Lic. No. APo 55833 rrn SESSIONAL 8��1 SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET OLD TRA L43OW BLOCKS 1 WOLOCK 11ia9(.'r8L0CK3C-WE.D1 V . W N 0 U N = L Q C �o Q. O� 20 V 2 cc °` C CC to 5 o OU Lz jJ �I 00 UJ Q0, r- W d8rr VJ^ JZ sN W i 0 _ 'i rp (� ¢ �.�. ..1 tL ° F�1 0 OC U L9 F--� cc d to O on ^ Z ¢ 2Lu v � to F--1 Q O 2 o. W REVISIONS COUNTY COMMENTS 5/29/19 COUNTY COMMENTS 214/20 COUNTY COMMENTS 7/22/20 COUNTY COMMENTS 12/21/20 DATE April 16, 2019 Scale 1"=10, W CO 0U Z 3 z �° g 5 >m a Jm Z 8 T 0 U c� O O m FILE NUMBER 8053 SHEET 5 of 15 I/ OVERALL PARKING ANALYSIS Shared, Deck Totaf Shared Number 2 2or More Attached/ Square Parking or Lot Parking On street Shared %against Location Phase Land -Use of Units Bedroom Bedrooms Detached Footage Required Provided Parking Defecit Defecit Block 1 A Commercial Phase 1 29,074 Apartments Phase 1 5 29 Attached 66 0 (2.00/unit; 1.5/unit) B Brookley, Claremont, Old Trail, Golf Drives 31 Total Commercial Area of Shopping Center >50,000 @5/1000 s.f. ParkingAdjusted w/Reconfiguration CommercialPhase II 19,355 Apartments Phase II 3 29 Attached 63 (2.00/unit; 1.5/unit) Total Commercial Parking 48,429 242 190 (2.25/unit) Adjusted for 1 guest prkg to be in Townhouse 7 16 21 driveway Block I sub -total 8 65 386 211 31 -144 Block 2 (13/1000sf) A Hotel Restaurant / Kitchen / Bar- gross 1,889 25 (1/75) B Hotel Event Space/Restaurant - gross 1,300 17 (1 per units) D Assisted Living Apartments 67 22 17 (1 per 4 units) E AL Nursing Care Apartments 40 10 (1 per 4 units) E Nursing 16 4 (1 per 1 empl) F Employees 21 21 G Parking Garage 78 78 (1/room) H Hotel 52 52 Surface parking phases 1 & 2 1 1 90 Block 2sub-total 151 168 1 17 34 Combined total blocks 1 & 2 537 379 48 -110 1 20.5 Total on/off street 427 .le SCALE I" = 50' 50 25 0 50 100 SCALE IN FEET CO L. ca I VJ IN T 0 w LO U � T Variable Width Sidewalk— ,/ and Landscape Maintenance Easement DB5421 PG720 (PLAT) s 13 Phase B J mble Width Si walk and Landscape Easement DB5421 PG720 (PLAT) Variable Width Sidewalk and Landscape Maintenance Easement DB5421 PG720 (PLAT)- ::: — — 4 Parallel Parking SpF — �PyTH OF J>7lllllll o U \ 9 Dustin E. Greene Lic. No. C .expo 55833 ;W4j 0 SSI0NAL U H U Z cc O Q WW 50 �j L Z _Ce0 rr, yJ lZ 0ED W Q rJ Q o W �2 �� r� y� O V W? 00LL LIL W 0 Ld �'$I y WR UY aW W Qy 0� W v 9 V = Z IL W® 1�1 REVISIONS COUNTY COMMENTS 5/29/19 COUNTY COMMENTS 2/4/20 COUNTY COMMENTS 7122/20 COUNTY COMMENTS 12/21/20 DATE April 16, 2019 WM 0 a co 5() co g J� J Jm Z z �� Q 0 m 0 I- r Z 00 a W FILE NUMBER 8053 A SHEET 12 of 15 � � U a w h J / J Block 3D 1 I I c _ aCL m 2 c� 0 cc 1 1 DRAINAGE EIDTH ASEMENT I Q 0 W O O 00 LLz Block SA DB.3925 PG.40%PLAT) VACATED) I �� — — — �] ma -- � --- r _ — —CLARE4(aNT)_ LANE wrz 2� =N 0 EXISTING 24' L=23.00' L= 30.79' 61PUBLIC R/W — — ° cci N W y > % ACCESS EASEMENT DB.3925 PG.408(PLAT) R=13.0 — —2n,- 0 ' 0'51" f _ R=20.00' 88'Osa3" L — J / — — — — — — — — L — — — — \ / l �r� y O `J j � 2 0 LL 128 p8' f — — L=35.38' 1' 6 D 4 65 PG585 �PLAT� >R=20.00' , O �7 VAR. WIDTH DRAIN GE E MT. 20�D AINAGE EA EME T — — S 30'3T54" E 519.04' — — — — — — J x 0 > w o 10120'S2° ��i�LOo,1Pn-Ar; — 55E-01 — — — — — — r — I I I I I I I I I I 0C 2 I—, o i a w Z N \ 55E-01 3C-El o C3-E14 �� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q �W �-` 55E-01 w c� n atME \� ACES DB4565 PG585 ESAi�. I I I I P I I I I I I I I I I --I w ? z _ \ \/ O �� / NZ 83�PSEM N� z /11NG 1P GEE v t�. c� 1 r*` a w 55E-02 N I m I 55 s0 3C 12 UTILITY EASEMENT 1B.3925 8.5' SIDEWALK MAIL ESMT. 3C-E1 o Q >�w a I m N a J �� I n — --- I — — — — — I I --I O Q ('j _ D- p W \ / EXt vs Q► �� 1 I b I PG585 P A o z Z w �7 mn b 1 o 3C i o 55E-0 Lnw c3f�ib NI\ ° N 3C-E9 W � Q m Q �— --- I �t --- w 1 Loa \ N A w I ^ DB4565 PG585 PLAT w >ow �� N -- 2'� (n —_2 w --- --- _ REVISIONS 6 DRAINAGE ESMT. s 30 02 51 E — N w -- v M NBlockI I —I w� r\\\\x I 71.00 TYP. II —-- — — d I' / �P�1 4 55E-01 -E8 J i 55E-01 C3-E 7 o c» v¢I�^ �Ia N I --alb — � — ----- i --- --- --- I --- ----- —�� mot --I \\ well �� --- COUNTY COMMENTS 5i29i19 SiS \ I �F�o 1 F� \ �'� 0 �PQc�` \� / N 40.5'55' 32.06' W 1a.7 S N 30' 2' S1" w 77. '(T>P.) Q a DB4565IG585 P 8 SIDEW — > n� �I� r I �'m m n [� n �7 — I I --- n — —Ln �—� �I — /� Qm I ao -- COUNTY COMMENTS ��.6p7 ° 55E-01 f$ MAINTENANCE ESM . 55E-01 — $ —moo b o to w ca-- U _ I —t-- V --t-- V �� Q n COUNTY COMMENTS % �3C-E7 9�9d 10,&4,-, N w C3-E18 N N nn b ov --- — -- ¢ I- I — -- I -- — w , w -UP —��. --- ----�o�i2�2o --- o o COUNTY COMMENTS C= o 0 ~ 55E-01 a 3 6� CCESS EASEMENT N w PG585 PLAT __,2/21/20 �92SpcSFq� C3-E1 b, W�D645 � --I Q 3 2' Q —� — a --- �4�(AFq JT Iwal o _�_ ----- N 55E-01-36-25 to �=90'00'00" -90'33'23' io �' ¢M — — � — 55E-01-C 55E-01-3B-17 I IFFE - 691.76t I z� I �M p �— ter— N 0 02 51 o I 2b' _� I , �L — — DATE I/ 55E-01-36-12 o I 0 1' s N 30 36' 14" 4724' W VARIABLE WIDTH UTILITY ESMT. C= G' April 16, 2019 55E-01-36-16 LFFE = 692.43>N av $ VAR. WIDTH ACCESS EAS ENT DB4565 PG585 (PLAT) — — DB4565 PG585 �P AT) I _ \ N \�� — — — 55E-01 a ate? om r ^ DRAINAGE ESMT. DB4565 5L3(LT 38.40 _ — —_ — �T j x r- f-I ow¢ J 92.42w� 32.03' R=89'2fi 3 " I I I I I W I�'I 55E-01-3B-15 �w I a I5y5iE-01 Q� I I a - I ZwID H ACCESS ESMT — — ¢ ¢¢ — L`F� - 693.10 I I 0- w 55E-01 "a i c7 I ° L=39.2T R=25.00' YN � o=s0V0,01° �aN� i t�fi$ F' T) �6.00' 79 81 3 I I Q J I D.B.3596 PP.444-453 I 55E-01-3B-14 > Ln Q� gp� a� �' wm wd I Q w aW U 12 SIDEWALK MAINTENANCE ESMT. M I I w� n �rn Fl"C'9693.09>( �� c)n Lnmo I P A a o wo a F N Ln ago N VAR. WIDTH SIDEWALK DB4565 PG585 (PLAT) MAINTENANCE ESMT. `� a I '0 N N LoI w w �I I o a� w 55E-01-36-13 I�o -0�s3�8 I � _ S g 0'02 51 ° E s S 5 2.0o "'' E DB4565 PG585 (PLAT) v) d a� I_ J DRAINAGE ESMT. L uEBi P g 6' SIDEWALK MAINT. EASEMENT N I q I � U= of 9L44 — — J V IABLE WIDTH PRVATE ACCESS AND I I ` l' :. VARIABLE WIDTH Variable 55E-01-C2 Width Sidewalk v� n Qo; I �� L'n)I I' a m �� Z W I 29_00 — w— 29.p0 18.49 SH RED PARKING EAS ENT DRAINAGE ESMT. DB4565 PG585 (PLAT) and Landscape VARIABLE WIDTH SIDEWALK Maintenance Variable Width Sidewalk Landscape a� o N a — U N I co � I f Easement MAINTENANCE EASEMENT B. 3596, PG. 449 I l DB5421 PG720 (PLi(GV CATE FROM PROP. BLDG. and Maintenance Easement �� r' v W 1 U 6 CO U I r r a `� 55E-01-3C-A ENVELOPE, AS REQUIRED) DB5421 PG720 (PLAT) M I q W CO CO M U U c•> O r M W O z LU cn U U U w c'7 �rJ M /. I > m I W VAR. WIDTH DRAINAGE ESMT. w 0 LIDo o ILL di can V O / / L. �' 11 ESMS. D'.B.3596 I I PP.444-453 O ILID U) LIDj VARIABLEWIDTH SIDE wLID LID p%4 I I AMAIN D.BA 3650 ALO PG.M T I I / // — c r J J (W 5 I I 1=9459 �, R=70 00 � \ 79.81' N 30'36'14" W 425.88' CoI O 2 ass' 2s.oa' 77°219 R 65 00': 23so' ss.00' — — — — — — — — J c a U — — ---- 27.00' 24.0T _ _ 4—..... 34'2S� ' Variable Width Sidewalk / 4�81 14`19' — — M W 4 mid 3016`f ...... and Landscape O RAI 28.04 ....... .....,.,.... �..... � 1 1........ Maintenance Ease DB5421 PG720 (PLAT) V LE WIDTH PU LIC RNV : LLD TRAIL �R#VE r a r i C RI. V . — �.. vARU4B LE,WIDT'H PUBLIC R/W. .. ....... _ - — — — — - — — O j ('3 m Z_ / j OPEN SPACE NOTES. \ / - OF �J 1. RESIDUAL PROPERTY FOR BLOCK 1 SHALL REMAIN IN CURRENT OWNERS POSSESSION. OPEN 0.4437 o� �c RESIDUAL PROPERTY ON BLOCK 3 SHALL BE DEDICATED AS SPACE; AREA = ACRES. EASEMENT NOTES. I' Dustin E. Greene Lk. No. 4. ACCESS TS SHALL BE PROVIDED AVENUE OLARSURE I I Ado 1.) RIGHT-OF-WAY ACCESS THRUVACATED PORTION OF RIGHT-OF-WAY ALONG ASHAVENUE. SS55833 f ONAL 2.) SEE UPPER BALLARD POND OUTFALL SHEET FOR POPOSED 20' DRAINAGE EASEMENTS FROM FILE NUMBER BLOCK 3A TO UPPER BALLARD POND. 8053 ALL INFORMATION SHOWN AS EXISTING WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS :::: SCALE 1" = 30' WITH APPROVED COLLINS ASBUILT PLANS FOR 30 15 0 30 60 BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN THE APPROVED PLANS & THE EXISTING STORM SCALE IN FEET SHEET SEWER THAT WAS LOCATED IN THE FIELD. 13 of 15 OLD TRAIL BL OOKS 18818LOCK 1&WA0 K IBASE.DYUQ Schedule Symbol Label Image Quantity Manufacturer Catalog Number Description Lamp Number Lumena Lumen Light Loss Distribut Lamps Filename Per Mu111pile Factor Wattage Efficiency ion Plot Notes lame r statistics Description Mast MinMax/Min Avg/Min Symbol 11.7fi D'I-oleiMMiN«": �ro ��e 0 Cr nC a =vi111111111 m I \ � I1� a U W 2 N= I to QQ ID Z Z U� Q�ir@) DRD2 & Project: Type, N/ DRD2 & OneFrame Alt/EM DRD2 8, OneFI--1--er A!t'FNP ® DRD2 & OneFrame Alt/EM 0 ¢ W LL 0 0 J Z OneFrame Alt/EM / General Recessed LED Downlight General Recessed LED Downlight General Recessed LED Downlight (L 2 J J Q 5 General Recessed LED Downy Product Code: Date: Alternate Dimming and/or Emergency Lighting Alternate Uimmine andior Emergency Lighting DRDHNJD Alternate Dimming and/or Emergency Lighting DRDHNJD Deep Junction Box -J CO Alternate Dimming and/or Emergency Lighting Lighting Spec Sheet V-L7.15.19 HOUSING DRDHNJD Deep Junction Box PRODUCT BUILDER Deep Junction Box PHOTOMETRY 0 F W Q (') DRDHNJD Deep Junction Box Q F � ' OJ neFrame HOUSING DRD2 750 Im, 3000K enclu )aso / Round Trim White DRD2TRJD5WH J 2 N - Alternate Dimming and/or Emergency Lighting PRdpuc, cooE APPLICATION APERTURE DRIVER OPTION 90' Luminous intensity Zonal Lumen Summary _ N rT, O 2 - a� Combines the performance of a P light - Deep Junction Box Gamma 8 _ or Z0-33106 I L � De Lumineirox V 40Cr premium P engine with an intelligent design that makes it DRDHNJD DROH HousingN New Construction ,U I Deep Junction Box 7O 0-10V. 760 1m jelAnx None 75' 5• 516 0-40 I 628 69 11 W ; r:- y simple to Instalh maintain or replace 10` 506 04 706 93 , 011 O ` Multiple for goes 0-1GV, 800 kn EM EM Driver, Integrated Test Svdtch 15' 494 0-90 i ISl 100 1..L r' ) U% Q 0 x ratings compliancy In a wide range of situations SUMMARY 100 0-11OV, 1ODD Inn EMS EM Dover. Ramole Test Switch 200 �� 20' 447 0.190_ 761 100 V Q Ill 0 LL 70 Lutron LDE1', 750 Im 25• 398 2 e. �/ LL J 1 �e Offers enhanced dimming protocol compatibility JUNCTION BOX: Equipped with (2) trade size concentric top knockouts (•A' +'h') to allow straight conduit runs. Approved (w 2 8cw Lutron LDE1', 8M Ind 300 00` 35• 330 33, Illuminance Chart heel (/� 0� W L� w _+ O including D-tOV and Lutron Hi -Clime' 1% (one in, one out) p12 AWG 70°C. tOC Wlron LDF.1', 10D0 kil 40• 196 s Distance FaOI Candles tNRI LED Diameter � _UN � F/1 F O ' Can provide lighting for more than 90 minutes MOUNTING: Pre -installed mounting brackets allow vertical IL Lutron LTEA2W1, 750 Im �, 45° id7 4 W �N�] vFJ Z n y � after power failure - enough to meet common 9 adjustment of bar hangers up to 1'. eLw Lutron UEA2W', 800 Im 5 147 3 58 4.2' l� `� Q Z i O Emergency I safety regulations like NFPA 107 CEILING: 'h' uP to 1 °A" 10L Lutron LTEA2W'. 10001m 55• 60' 79 54 g' 14 8.5' W UJ CUTOUT 500 65° 38 T O O Alternate Oimm;ng : 4'A' (tOBmm) octagonal opening MODULE � 70' 23 2 W -- LISTINGS: Metallic outlet box certified UL514A, code compliant for nRcoccr cdoE 75. 14 a• 6 12.7' \ Z /R = use in appropriate fire -rated assemblies for up to 2-hours, LUMENS Cql CCT DRIVER 000 60` 9 12, 4 1g,g• AI1pNceeon IL L 4' , STCAIC Sound Rated, ASTM E283 certified Air Tight, IC - —1 (Insulation Contact I. 0' 15' 30• 85e 5 BMmAr4h 70- a New Construction Alxenuro 4" Octagonal Deep Junction Box _a—) rated II I ' J f INPUT VOLTAGE: 12U/277V. 5o/60Hz ,r+cz L' Module 7 750 ion a 93+CRI 27 2700K A Alternate �A— CO- C180 — — coo � C270 761 Nn go. 2 vl.'urs r„wdNa O D.uvand MAX INPUT CURRENT ,a t0001m 30 3000K Lumens Color 1120V): 0.090 amps p50 Im). 0.107 amps d1 35 3500K DRD2 - Warm Dim 800 Im, 3000K DItD2MDa93W / Round Trim White DRD2TRJDSWH 750 Im (t0.8W). 10001m (13.8W) RI. 2- 93+ CRI. 2•step SDCM n°•e'1 00001m), 0.11 mpg (800 Im Warm Dim) OCTAMINALL CUT our MAX INPUT CURRENT (277V): 0.042 mpg (750 fall, 0.050 amps 40 4000K 90: Luminous Intensity Zonal Lumen Summary color Temp•rotro Light Distribution (1000 Im), D.047 amps (800 Im Warm Dim) Warm Dan Option Gamma _ _ C O' Zone LumelM Lumina4e l(1�o � 1, POWER FACTOR: Greeter than 0.9 DR02M Module 0e 800 ko 9 93� CRI 3W 3000K - 1800K A Alternate 75y 0` 5• 559 556 0-.30 <34 0-40 588 r,r 69 27MK 3OWK 3600K 4000K Denerm Wall TOTAL HARMONIC DISTORTION: Less than 20% b ' la- 546 C-410 i92 REVISIONS wash TRIM 1 15" 627 0-90 852 100 F 4 WARRANTY: 5 year limited warranty 200 20' 194 n-Igo �I i> 100 COUNTY COMMENTS Input Voltage Dimming PRODUCT CODE SHAPE APERTURE attLE FINISH OPTION '60' 25° d45 5/29/19 120/277V O-t OV 1 %. Lutron HALITE' 1 % 1 30' 379 Illuminance Chart (tom done 300 35, 297 COUNTY COMMENTS Warm Dim Option fanarganry ugntlna option 13::e OR02T Tfan R Round JD Deep Bp% B StKNafd WH White 191•nNI None 40' 216 Distance Foot Candies from LED Diameter 2/4/20 3000d - 1800K, BOO no (t2.OW) Emergency LED Driver for lighting up to 90 minutes In event of power failure ((_ " D 4/. OCTAGONAL _ a $quaro, H Hyperbolic' RK Black OOF Decorative: Open, Frosteda' 4W q5' 40. S0° 55° 158 2 120 I 3' 62 — 4.4' COUNTY COMMENTS 7/12/20 au-ou, P Pinnole' aw SIMer R011eclor, DCF beraretWe: 60= 59 15 e.7' Trlme Trims, _ — _ _ _. - White Flange Closed, Frosted' 500 as, 37 COUNTY COMMENTS Emergency, Round Square, Hyperbolic. Pinhole, Pinhole, Wall Wash, Decorative, Ranginess Bla Beveled White. BIOCN, Silver, Custom _ a Beveled Pinhole' CC Duslan Color DecFrosts Decorative: Closed. Clear, 70, 24 S' 7 13.1• 12/21/20 Frosted Side°�^ 75' 16 qI - Bra li W WaR Wash' DCCF pacoratrve: Closed, Clear, ON 89° 10 12' 4 Lid' Module Reline. UP T02d" _ _ Frosted Inside°= 0• 16, gp, 85, 4 OA C de Code tedasscompliant for use in STC/IIC fire -rated assemblies Sountl Reletl O ASTM E283 IC (insulation /mil L;L Listed for Certified Contact) Rated �J e"o""g FL FlangeNlss"' rd—rA-f180--L50-C270 85?bu 90' 0Billion Angle,n to a maximum of 2-hours u Wet Location Air Tight OF peso Front'=' 4"aluus ur crn,leN EM Emergency' " Standards Additional Options Lumen Scaling CCT Scaling 50,000ta• �I SO,D00 hrs ® `©M 5 years TRIAC/ELV Dimming. Concrete Tight, Apex Series DRDNx.YUD•Ft Flangoless Mud Plate l,=«»ri. FrA+p«p¢e rimy DIID21gr1750 kn1 ilRD2M1gfi0001m� r DRUl9i7e37t2100k) LLL «- DRD2M/9OR I3000Kj DRD2M79a5135oay�am2uTa4o N090q 1 Iris Li htln ,AO Adjustable Ll hurt Lighting. i Lighting .,„WoolDFIr•nrunLuvgnM'-4uN1«Ee.S •mLeodrds, yn gnryxvruam.mwnnewcwr9mc0lwanun w.rn son -on. F.aenauer• •oryanuaw. rn Rwma maP• 10C 1,33 T os, 1.00 Lco 1.c7 DATE LvuP. LTP 4'w aNnmLN,un llnum. to Z-«r•ll0 arwr, 12pVWN7 •OmY rvauxw. mSr.vMard eryN - .. ® O„ IY.INaNe, a1.M01dw WY W.n.ly» " •wv.e ORWlx.MW-FL Mud Plot. M Re April 16, 2019 tlmmghting.com • � DMF UGHTING 1116 E 223rd St. Canon. CA 9O?46 800.441.4422 dm111911maom p Dk4F LIGHTING 1116E 223rd SL COrnan. CA 90746 ffixt"1m .4422 dglpmin scom DMF LIGHTING 1118 E. 223rd St. Canon. CA 90746 a00.441.4422 dmnigm,•`a.c om O]Or9 UMP LpnMg MR.pM=ReunM SP.*,n'°Ibnr ruNY.,belbna°,Hlnpd,weceae!'ve0.b lw (l.$. Nn nrnr,anyrM P»MIIMymtlbn Page f0 O:e19 pAlYLynlblp AfrRynb e.,mwn. a.; i.."+NTp(•rMprary. wrmouf mbre FwNWyNMU.S. Md NNrMMMM pHYMrilwnMrpn, Page of 1g 4S]Ia CMFIJaNvy AN RI ReN/rW.5p.u11rNrmf mOy,:IMgnny,MM.urnx:o5e,wnL»""s and ir:MfaM1n�.•nar,:n,nc.vmce+:_ Page 8of 10 SE111-LED Catalog Number: SE111-LED Catalog Number. Sleek Profile LED Step Light Pra;aDt Name: Sleek Profile LED Step Light Pro;oct Name: Fixture Type: d we L E D Y Catalog Number: OF Note: �t4S Type: Nme: Type; Project: Zealous o���PyTH As t t Assis Outdoor Wall Sconce 3000K Location: C ,� Features an architectural design, creates an attractive, romantic SE10 it-L®SDK WATTAGE 5.4 Model a Size CWar Rmo BCRI CFO Lumens Oeli°eved (umam AnSZ `> WS-W53614 '.• U �- /,/ Y 1won2W 3000K 9c 12W goo 365 �% aronee impression at night. Ideal for stairways, patios, decks, balcony areas, walk- c.na. Wxxxxv, 4 TO?ALWMINWREi.TbukY ways, building ay g perimeters, etc. Pd.. a.wwnen,a.ndw.l :,,,. Lame. ' "" LawrN•ps»O porn) c. wTMdr6en 0G o cH Cuaph.te Dustin E. Greene ia» tMek N ae y xms A q e N n nqe nor •pit A. ap. a 61 !o aW n74 2e ID zit to De,xee D' .6' W 0 3zm Example: Ws W5361• •• Lic. No. 4 Horizontal rectangle LED step light 3207.3207 " _ aeo' 9 e2 to W e oa a �p lw 135o s 31.07 300 n.71 For ]Try special order, add an'F• before l'o 55833 44' OF�S'4r • Made of durable die-cast aluminum with frosted diffuser Oi0' 7075 as 00 as So 55 nn ,1°A 11ap n J107 n40 23.02 is as sea „e, aye m Mal low law age eaA9 ,g0.10 the finish: W&W53614F CH ��Gl} •Direct wiring no driver needed ,W.W s. 1520 y97 •pit 23.Sa 1a9e ,tee = alav peas loo,o a DI4A1• •R Low profile, flush to wall aesthetics with no visible hardware twoo a5 3ay oss 939 low 1011 910 10 e2 747 82e K am a 7e DMIUMION • Balanced lighting, free of shadows with minimum glare N 402 >e 315 = . , a. ae 00.78 Feverishly passionate with a dash of solemn restraint. Zealous features a hood that Provides excellent glare cutoff for a discrete but functional • Up to connected in parallel 200 fixtures canceable •0 « : 0,02ON.0m downbght loum,collon.Comtructed with a solid dist eca • Re Replaceable LED module e = co.ew.ns M NWN a -ter Csw y MNne4 En. We non, Q.q gNYn, a m.. PF aluminum and Powder coated finish. The light engine is Tannery sealed for maximum C1 • 100°6-1096 dimming capability, this fixture is compatible with industry K ati wa '� "" at—N• raa.M ew T•A le« •rK can tw eR rst tw e•A lee .11 en prdeNon against me harshest elements. LU standard TRIAC/ELV dimmers •.e 1w F•\ en 1N n a1°0 1'" !„ Iq 6t r ;; ... '« '« 'N '„ ': 'u » 'to 'm '•_ ,N •.r FEATURES LU • Fits into 2'x4' J-Box with minimum inside dimensions of 3'Lx2'Wx2°D • Wet location rated for indoor and outdoor installations 'o N n n is n N '9 el ei n n n ° '°"� 1A0 ° = v N ., „ It a .' « H « « v H 5 N N « fn tl $ 1= nl H « Y y M fl M ,1 el ' « « « a7 « '• Weather resistant Powder coat finish Front hood Provides excellent cut oe for a d a<rete but functional path Ilgni g • Easy installation 3e p M e7 « N » N N « N to N cs N s° = s, » « a= « e »»» N N 7 »» «» M a to» a i7 ii i fo N a N a eo v v a«i y w N, s y„ • Ugm engine is factory sealed for maximum protection from me Nemenn ACLED driverless technology Z Q O Co ' 1.1: 1 = N tin s:-r•,r. �•er •5 Cc 1 year warranty ; SPECIFICATIONS Color Temp 0 — r SPECIFICATIONS LUMENS Input 72120 VAC. 50/60Hx 90 SO lumens Dimming: ELV: 100. 10% FINISHES 06 2 WATTAGESW Raretl e: 4400E Hours CCT 000K Standards: ETL <ETL IP65. Dark Sky Friendly ,LFLE_ ■ Wet aeon CRI listed r 90 Construction: Aluminum hardware with glass dlNuser NiE D UNE DRAWING° VOLTAGE t4/6 Y POWER FREQUENCY 50,00 7e v LIFE SPAN 50,000 his his 3n ,-- ORIENTATION Horizontal T O O APPLICABLE ENVIRONMENT Dry/OamP/Wel location 0 Ij 14" canR 11i111hdiJ,: i■ So IIGTIM aILV OiMWN Ordering Guide > Example: SE111-LED-t0L-NK-WH WS-W53614 SE711-LED IWp PERFORMANCE CCT Ptlplp s� HI�w Fa . ci'-"' Sa .'u°a _eVast FILE NUMBER RK xcl, 8053 elite LIGHTING WWW.IUSEELITELED.COM meDxaisnsa Wnnems sale m agpmenu aa• � z WWW.IUSEELMED.COM srodaaetrsma ONenaar �illlPi= I f I i LIGHTING waclighdng.cem I Phone (800) 526 25881 Fax (ND) S26-ZMS I Headquarnrs/East•m Db&tbudon 4npr 44 Harbor Park or" Pon Washington, NY 11050 wx.lµn°rv,rmu.a nit npsm mdend aN Tel:323-888.1973•Fax: 323-888-19T7 rats cdaye«iFn, can Tel: 323.888-1973•Fax: 323.888-1977 I q Na : r1„m „„pPa,n R, x,mnr,<P g N so- w m 0 2 SHEET 15of 15 \ I