Loading...
HomeMy WebLinkAboutSDP202000023 Plan - Submittal (First) Final Site Plan and Comps. 2020-03-02I GENERAL NOTES OWNER: PRESIDIO PANTOPS, LLC 455 SECOND ST SE, 5TH FLOOR CHARLOTTESVILLE,VA 22902 MARTHA JEFFERSON HOSPITAL DEVELOPER: CASTLE DEVELOPMENT PARTNERS, LLC 230 COURT SQUARE, SUITE 202 CHARLOTTESVILLE,VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE,VA 22902 (434)293-3719 TAX MAP NO.: 07800-00-00-02OM6 DB 5224 PG 198 TOTAL PROJECT AREA: 22.474 ACRES TOTAL ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL WITH PROFFERS (ZMA 01-015), PRESERVED AND MANAGED STEEP SLOPES OVERLAY DISTRICT, FLOODPLAIN OVERLAY DISTRICT, AND ENTRANCE CORRIDOR DISTRICT TOPO & SURVEY: SURVEY PROVIDED BY ROUDABUSH & GALE DATED JUNE, 2017. ORIGINAL TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY, 2006. ADDITIONAL TOPO AND VERIFICATION OF EXISTING TOPOGRAPHY HAS BEEN PERFORMED BY ROUDABUSH & GALE, WITH THE ADDITIONAL INFORMATION ADDED TO THE DESIGN PLANS. TOPOGRAPHY HAS ALSO BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN AUGUST 2019. BOUNDARY UPDATED PER RECENT SURVEY PLATS FROM ROUDABUSH & GALE ASSOCIATES. DATUM: NAD83, NAVD 88 EXISTING TERRAIN: WOODED UNDEVELOPED PROPERTY SLOPING DOWN TOWARD THE RIVANNA RIVER AND INTERSTATE 64. PROPOSED: 250 RESIDENTIAL APARTMENT UNITS, CLUBHOUSE, AND AMENITIES (100) 2 & 3 BEDROOM APART. UNITS AND (150) 1 BEDROOM AND 1 BEDROOM W/ DEN APART. UNITS WATER SUPPLY PROTECTION AREA: N/A WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN ALLOWABLE DENSITY: PER ZONING APPLICATION PLAN - PARCEL I (16.65 ACRES) = 250 UNITS: 15 DU/AC. PROPOSED DENSITY: 250 UNITS / 16.65 ACRES = 15 DU/AC (PER THE REZONING DEVELOPMENT AREA). THE ENTIRE REZONING DEVELOPMENT AREA IS LOCATED ON THIS PROPERTY, WITHIN THE 22.47 ACRES. THE TOTAL DENSITY OF THE PROPERTY IS AS FOLLOWED: DENSITY OF ENTIRE PROPERTY = 250 UNITS / 22.474 ACRES = 11.12 UNITS / ACRE BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 60 FEET. THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4.20. SETBACKS: SEE PROFFERS, MAXIMUM FRONT SETBACK IS 30'. SUBDIVISION STREETS: CURB & GUTTER UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER FIRE AND RESCUE: AS REQUIRED, ALL FIRE FLOWS WITHIN THE APARTMENT COMPLEX TO SERVICE THE BUILDINGS SHALL BE A MINIMUM FIRE FLOW OF 1750 GPM @ 20 PSI. THE AVAILABLE FIRE FLOW IS 2,440 GPM @ 64 PSI. FIRE HYDRANTS SHALL BE SPACED ACCORDINGLY TO PROVIDE COVERAGE TO ALL BUILDINGS. AGRICULTURAL/ FORESTAL DISTRICT: NONE EXISTING VEGETATION: WOODED LIGHTING: PARKING LOT AND BUILDING LIGHTING IS INCLUDED WITH THIS FINAL SITE PLAN. LIGHTING SHALL CONFORM TO ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINANCE. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER / TRASH COMPACTOR IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE APARTMENT COMPLEX. PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. PARKING REQUIRED: 2 PARKING SPACES PER (2) AND (3) BEDROOM UNITS & 1.5 PARKING SPACES PER (1) BEDROOM UNITS 100 (2) BEDROOM UNITS = 200 SPACES 150 (1) BEDROOM UNITS & (1) BEDROOM UNITS W/ DEN = 225 SPACES TOTAL PARKING SPACES REQUIRED = 425 SPACES (INCLUDING 12 HANDICAP SPACES ALL OF WHICH ARE VAN ACCESSIBLE) NOTE: A TOTAL OF (9) HANDICAP SPACES INCLUDING (2) VAN ACCESSIBLE SPACES ARE REQUIRED FOR ADA REGULATIONS PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 406 SURFACE PARKING SPACES AND 20 GARAGE PARKING SPACES = 426 PARKING SPACES STREAM BUFFERS FLOODPLAIN: THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS 100-YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER FEMA MAP NUMBER 51003CO145D ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR THE EXISTING STREAM BUFFER OR 100 YEAR FLOODPLAIN. THE PROPERTY IS WITHIN A STATE DAM INUNDATION ZONE AND FEDERAL DAM INUNDATION ZONE ALONG THE RIVANNA RIVER. ALL PROPOSED DEVELOPMENT SHALL BE LOCATED OUTSIDE OF THE LIMITS OF THE INUNDATION ZONES. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE GRADING PLAN SHEETS 6 & 7. RECREATION: REQUIRED: 250 APARTMENT UNITS x 200 SF = 50,000 SF TOT LOT = 5 TOTAL REQUIRED (MINIMUM 2,000 SF EACH - TOTAL 10,000 SF) BASKETBALL COURT = (2) HALF -COURTS OR (1) FULL -COURT PROPOSED: CLUBHOUSE = 14,000 SF POOL DECK= 12,200 SF DOG PARK = 3,500 SF BEER GARDEN = 2,800 SF COURTYARD = 12,650 SF ONSITE WALKING TRAIL = 9,600 SF TOTAL = 54,750 SF NOTES: 1. PER COUNTY CODE 18-4.16.3.2, RECREATIONAL EQUIPMENT AND FACILITIES SHALL BE MAINTAINED IN A SAFE CONDITION AND REPLACED AS NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER IF RENTAL UNITS. 2. PER COUNTY CODE 18-4.16.3.3, RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY (50) PERCENT OF THE UNITS HAVE RECEIVED CERTIFICATES OF OCCUPANCY. LAND AREA: BUILDINGS: 2.64 AC. (11.7%) PARKING AND TRAVELWAYS 4.00 AC. (17.8%) SIDEWALKS: 1.46 ACRES (6.5%) RECREATIONAL AREAS: 1.26 ACRES (5.6%) OPEN SPACE: 13.54 AC. (58.4%) IMPERVIOUS AREAS: 352,885 SF (8.10 AC) TOTAL PARKING AREAS AND TRAVELWAYS: 174,260 SF SIDEWALKS: 63,510 SF BUILDINGS: 115,115 SF PAVED PARKING AND CIRCULATION AREA: 174,260 SF STEEP SLOPES OVERLAY DISTRICT: MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. IMPACTS TO MANAGED SLOPES ARE CONSISTENT WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. NO IMPACTS ARE PROPOSED TO THE EXISTING PRESERVED SLOPES. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STORMWATER MANAGEMENT: A VSMP/STORMWATER MANAGEMENT PLAN HAS BEEN APPROVED FOR THE PROJECT, SEE THE WATER PROTECTION PLAN (WP0201800027). THIS PLAN REFERENCES AND ILLUSTRATES THESE FACILITIES FOR THE OVERALL DEVELOPMENT AND DRAINAGE DESIGN. THE FINAL DETAILS FOR THE CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITIES ARE PART OF THE APPROVED WP0201800027 VSMP PLAN. PRESIDIO APARTMENTS FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA i O � _0,• ��. o ° /!V� �� / \ O TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 250 APARTMENTS UNITS (CODE 230) ADT: 1680 VPD (840 ENTER/ 840 EXIT) AM PEAK: 128 VPH (26 ENTER/ 102 EXIT) PM PEAK: 155 VPH (101 ENTER/ 54 EXIT) RIGHT /LEFT TURN VDOT CALCULATIONS PETER JEFFERSON PARKWAY EXISTING TRIPS (BASED ON 2017 TRAFFIC ANALYSIS FOR A POTENTIAL REZONING ON THE PROPERTY) VPH: PETER JEFFERSON PARKWAY EASTBOUND: PEAK AM: 194 TRIPS PEAK PM: 322 TRIPS WESTBOUND: PEAK AM: 408 TRIPS PEAK PM: 210 TRIPS LEFT TURN ANALYSIS: (45% LEFT TURN INTO SITE) PROPOSED TRIP COUNTS MEET A LEFT TURN WARRANT RIGHT TURN ANALYSIS: (55% TOTAL RIGHT TURN INTO SITE) PROPOSED TRIP COUNTS AND TURNING MOVEMENTS WARRANT A RIGHT TURN TAPER FOR BOTH ENTRANCES. NO RIGHT TURN LANE IS REQUIRED. SHEET LAYOUT SCALE: 1" = 100' ADDITIONAL NOTES: 1. ALL OPEN SPACE SHALL BE PRIVATELY OWNED AND MAINTAINED. 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAYS. 3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER. 4. THE PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 5. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO289D ADOPTED FEBRUARY 4, 2005. 6. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. ALL DRAINAGE EASEMENTS SHALL REMAIN PRIVATE DRAINAGE EASEMENTS. 7. STREET TREES SHALL BE PROVIDED ALONG PETER JEFFERSON PARKWAY 40, O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 8. PUBLIC WATER AND SANITARY SEWER EASEMENTS AND ALL LANDSCAPING MAINTENANCE EASEMENTS SHALL BE ESTABLISHED AND PLATTED IN CONJUNCTION WITH THE FINAL SITE PLAN. 9. ALL MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR (INTERSTATE 64 AND RICHMOND ROAD). ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR BY FENCING AND/OR BUILDINGS TO PREVENT THE VISIBILITY OF THE UNITS FROM INTERSTATE 64. T PRO, E Y o Q W =TE VICINITY MAP SCALE: 1" = 1000' SHEET INDEX TITLE SHEET COVER 1A PROFFERS 113 EXISTING CONDITIONS & DEMOLITION PLAN 2 OVERALL LAYOUT PLAN 3 LAYOUT PLAN 4 LAYOUT PLAN 5 LAYOUT, UTILITY, & GRADING PLAN 5A LAYOUT, UTILITY, & GRADING PLAN 56 UTILITY PLAN 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 NOTES & DETAILS 10 NOTES & DETAILS 11 LANDSCAPING PLAN 12 LANDSCAPING PLAN 13 LANDSCAPING DETAILS 14 DRAINAGE MAP 15 DRAINAGE PROFILES 16 DRAINAGE PROFILES 17 WATERLINE PROFILES 18 WATERLINE PROFILES 19 WATERLINE PROFILES 20 SANITARY PROFILES 21 VDOT SIGHT DISTANCE PROFILES 22 DRAINAGE CALCULATIONS 23 DRAINAGE CALCULATIONS 24 ROAD CROSS SECTIONS 25 LIGHTING PLAN 26 TOTAL SHEETS 29 LEGEND EXISTING CULVERT CUL VERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PA VEMEN T EC-3A DITCH 6.. DEPTH OF EC- 3A DITCH EC-2 DITCH g" DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK s _ s _ _ CLEARING LIMITS ----------zoo-- -- EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT �jH 071/ O�� O SCOTT R. COLLINS 7, No, 35791 111 1�0�A��IONAL E��S w w w O w N N � O U W Z����W U) (1)Q m O g z z U a W w O w ~ 0 0 z c o O O g z za- a- uj L L. WLu Q W W J ooz W W z - cn '" cn - � w ce E 2 w O co � rn W 00 N N Q N M N Lu z Q J Ir- Lu M cy) '~^ 0 VI N J C7 Q 0 LL w cy) N (n w Q >7 z LLJ _j J Q O Q / _ O w U Lu U LLJ ulU _ I -I Zui (f) LlJ O U z /0 V Lu / J�uj Q LL CD LL O ui O 1"1 N Q Lu 2 oC C w G w a U-) JOB NO. 172131 SCALE N/A SHEET NO. IA H 0 SCOTT R. COLLINS'� LJ No. 35791 IONAL E��Z w w O N N U _ w Zz ¢ ¢ Q �Ln00w O m g � � a � z z a w w VJ W ~ 0 0 z o O O g z ® z LU > w U W W J W Q o o z w w � z to U) > w 2 C w 0 J m rn w .� .� o 0 N N Q N W M N N —A M z Q W M C'7 U) O N J M 7Q7 IL-1 O LL W 0 N (n W Q z .. W 7 J J � Q W Ii2 (n 0 O I--ILU ® LL Q �--� LL _ U) O W W// I..1L Jig W �— J i--i ZW (n W O O J W V) Q LL C� L . o W O r"1 N Q C w O G w a � JOB NO. 172131 SCALE N/A SHEET NO. 18 � \ 8-5-�3 MARTHA .TEFFERSON HEALTH SERVICES AT PETER JEFFERSON PLACE ZMA 01-015 � illustrations submitted as part of the Owner's rezoning materials shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. In addition to the provisions of Extu`bit A, the Owner further reserves the right to develop the Property in phases (which may involve the � made by the earlier to occur of (i) dedication by Thomas Jefferson Foundation, Inc. of the portion of land identified as tax map parcel 7$-31A that is located within the 100-year food plain into the Rivanna River Greenway System; (ii) final site plan approval for any development on Parcel COUNTY OF ALBEMARLE Departmegi of Planning &Community Development PROFFER STATEMENT reasonable use of surface parking prior to ultimate buildout of the Property as I shown on the Application Pian (if applicable, in which case such site plan cot \tctntire Roca, Boon, 2i s shown on the Application Plan), and to make reasonable modifications to the will include reasonable provisions for access to the Gxeenway System); or (iii) Charlottesville. Virginia 22902-4595 {a3-t) 296 - 5823 The following parcels axe subject to rezoning application ZMA 01-015 and thus to conceptual grading plan shown on sheet AP-3 of Exhibit B (provided that the final subdivision plat approval for any development on Parcel I shown on the Fax (434) 972 - ao l' this proffer statement: tax map parcels 78-20M, 78-71, 78-71A and 78-31I (the finished grades not vary by more than ten (l0) feet up or down). Application Plan (if applicable, in which case such subdivision plat will "Property"). The Applicant is Martha Jefferson Health Services Corporation, The owner include reasonable provisions for access to the Greenway System). September 22, 2003 of tax map parcels 7$-20M, 7$-71 and 78-71A is Worrell Land &Development 2. All buildings and structures constructed on the Property shall substan#lolly I�iotwi#hstanding the foregoing sen#ence, in the event the Owner elects in its Michael Matthews Company, L.C., it successors and assigns. The ownez of tax naap parcel 78-31I is MJH co 1 with the Peter Jefferson Place Desi n Criteria and Guidelines dated nip y g sole discretion to make such dedication at an earlier date it ma do so. In � Y Matthews Development Foundation, Inc., its successors and assigns. For purposes of this proffer statement, August 5, 2003 and attached hereto as Exhibit C. In addition, the following addition, such dedication shall be subject to reservations of a right of access one Boar's Head Pointe Worrell Land &Development Company, L.C., it successors and assigns and MJH additional design criteria shall gavem the exteriors of all buildings and for ingress and egress from the Property for the benefit of the Owner, far Charlottesville, VA 22903 Foundation, Inc., its successors and assigns are herein collectively referred to as the structures constructed on the Property following the Board of Supervisors' drainage from the Owner's stormwater control facilities, of riparian rights in LETTER OF CORRECTION "Owner." approval of ZMA O 1-015; as determined to the reasonable satisfaction of the the Rivanna River for the benefit of the Owner, and for other purposes lace The Owner hereby voluntarily proffers that if the Albemarle County Board of Director of Planning and Commurrity Development oz his/her successor: reasonably stipulated by the Owner. Upon the Board of Supervisors' approval RE; SP-01-56 Martha .fefFerson Hospital at Peter Jefferson Place Supervisors acts to rezone the Property to Planned Development -Mixed Commercial as a. Neutral colors shall be utilized for external building materials so that of ZMA 01-015, employees and agents of the County Department of Parks and Recreation may have reasonable access to the portion of the Property to SP-01-57 Martha Jefferson Hospital at Peter Jefferson Place requested, and further acts to grant the requested special use permits for a hospital and buildings blend with the surrounding landscape, not contrast with it. be dedicated. structured parking garages, the Owner shall develop the Property in accord with the b. The use of white materials will be tnin;mi�ed, and shall not constitute the Dear Mr. Matthews. fallowing proffers pursuant to Section 15.2-2298 of the Code of Virginia, 1950, as predominate color on such building or structure. 5. Upon issuance of a certificate of occupancy for the Inpatient Hospital; the The Albemarle County Board of Supervisors, at its meeting on, August 13, 2003, by a vote of 5:0, amended, and pursuant to Section 33.3 of the Albemarle County Zoning Ordinance. c. In addition to standard landscaping required by Section 32.7.9 of the Owner shall submit a traffic demand management plan to Albemarle County, approved the above -noted petitions. Please note that this approval is subject to the following conditions: .These conditions are voluntarily proffered as part of the requested rezoning, and the Albemarle County Zoning Ordinance, additional landscaping shall be incorporating elements such as ridesharing programs, -mass transit incentives NOTES:„--- 1. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO289D ADOPTED FEBRUARY 4, 2005. MATCHLINE A - S E THIS SHEET 40 40g1 H 0�� 2. SURVEY PROVIDED BY ROUDABUSH & GALE DATED JUNE, 2017. TOPOGRAPHY IS ^7 000 BENCHMARK =EXISTING AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY, EXISTING DRAINAGE EXD1 0 ,310 312 R-440 Q 1� SANITARY SEWER MANHOLE 2006. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY 2018. INLETS (TYPICAL) TOP ELEV = 446.92 3. MANAGED AND PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. SCOTT R. COLLINS II 4. 100' WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN HEREON f Li No. 35791 EXISTING MH-MJH-1-4 SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER �X:�r DI "EX.Dl PROTECTION ORDINANCE., _ i �00 o S IONAL p0 • .f � , � � � ,- , ,/ V50 I I I d � Cb EXISTING DRAINAGE INLETS (TYPICAL) 5� w w TMP: 07800-00-00-031 H0 � "EX.DEXISTING CURB AND GUTTER OWNER: GAHC4 CHARLOTTESVILLE ALONG PETER JEFFERSON , - - VA MOB LLC r� ,-� ARKWAY TO BE REMOVED - - - - ,,/ ZONING: PLANNED DEVELOPMENT N N - - 1U N35 00' 00.00"E MIXED COMMERCIAL Q a rn O , A \ �` ITHIN THIS AREA FOR THE _ �.5 h o U TMP: 07800 00 00-020M5 _\ - 82.078' q� O *- a OWNER: PRESIDIO PANTOPS, LLC OPOSED ENTRANCE ROAD 70 ACREAGE: 7.38 AC w -- ---- �S90 �0 cb � DB/PG: 4818/286 � g w �w o�C o ZONING: MIXED PLANNED DEVELOPMENT ; PORTION OF CURB AND GUARDRAIL ALONG _ r / po, on oti z m a PETER JEFFERSON PARKWAY TO BE REMOVED =r �0 O 0 u w s` Of ACREAGE: 4.51 AC _ _ �" "� ao c� (O DB/PG: 5224/198 FOR APARTMENT COMPLEX ENTRANCES 0' �� �_ z co ' Q 1 5� 0�gzZ¢ W Ln �', EXISTING PINE/HARDWOOD r ��- o O O c ., TREES (TYP.) r_, / z0 UO V Loo1Lu cn � � - � Q \ _ - - w w L-. I 30' FACILITIES &ACCESS > > w DI -� ` � � 0 CD co EASEMENT FOR SWM = � \ z J l �X - / - 00 DB. 5276, PG. 400 a z / �/ w Q co A S p 0 ��S'A �%i /' j \ � � w ` PROPERTY LINE �O �` �,� %,� A EXISTING 12" WATERLINE - 60 EXTENSION TO PROPERTY EXISTING DRAINAGE i '7�� /jEXISTING ACSA 16" DIP WATERLINE INLETS (TYPICAL) -% u, w � r w U) O M — o PORTION OF CURB AND GUARDRAIL ALONG \� �� � �� � - � � � � � _ --== - == _ T - ,:, . Q / � PETER JEFFERSON PARKWAY TO BE REMOVED �9 � n �' / / � w � � � � f % FOR APARTMENT COMPLEX ENTRANCES D1� w Q N � N Lu U) 3 EXISTING CURB AND GUTTER — " Z PARKWAY TO BE REMOVED 13 ALONG PETER JEFFERSON 4 EXISTING TREELINE WITHIN THIS AREA FOR THE / PROPOSED ENTRANCE ROAD 0 ovoo J EXISTING GRAVEL MATCHLINE A - S E THIS SHEET _ �/ , / - — — -- -- uj F, / - 3� _- ROAD TO BE REMOVED i - -_ -- EXISTIN. / _ / 7o--� % M INLETS'IT -- ��/ / �� — /- I —I - -- - v cyi i / /�- % PORTION OF MEDIAN AND CURB TO BE REMOVED FOR NEW TURN LANE -- __ — � � _ � - - - - - - - - =450 =- ,- _ pop' p'�• � 3 � _ 0 59 6� 0, u- / 6� i N -521� a0 _ EXISTING MANAGED O SLOPES (TYP) r ---- — 1 57- rn Q - / Q z EXISTING PINE/HARDWOOD / \Lu i - = TREES (TYP.) w �--� F- 32j�16, R=708.000 4=1 0.7448 cb i o - � Q 1� o - M � EXISTING PRESERVED w a _--- rn�� -- -- Lu SLOPES TO REM,4+f�1 (TYP) 2 � C' ��, � " APPROXIMATE LOCATION 50'ACCESS EASEMENT --- - / _ � � � _ � � - �06 WORRELL LAND TMP' 07800 00 00 020M1 & DEVELOPMENT //// OWNER: WORRELL LAND & DEVELOPMENT -COMPANY MEN T % , TMP: 07800-00-00-020M6 � �COMPANY LLC — I �� D.B. 574, PG.320I ' I I/ ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL v , OWNER: PRESIDIO PANTOPS, LLC L 6 p - ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL/ i D.B. 881, PG. 290 III I / ACREAGE: 29.63 AC _ i w O / \ ACREAGE: 22.47 AC D.B. 881, PG. 297 -� / I I DB/PG: 4069/267, 2544/244-2607/572, 1673/618 5224/198 DB/PG: FACILITIES &ACCESS L EASEMENT FOR SWM DB. 5276, PG. 400 I — _- � EXISIINGTREELINE _� - -- - 100-YEAR �j' ul FACILITIES & ACCESS_, _ \ � �, EASEMENT FOR SWM�� ����� �� / -- 38�� � W ® STREAM BUFFER ' � � �� 0 <� \ EXISTING GRAVEL \ � DB. 5276, PG. 400 J ROAD TO BE REMOVED \ - - EXISTING PINE/HARDINOOD� v \ _ TREES (TYP.) ��Lij W FLOODPLAIN r n ,; Lu - _ - - r-, - _ u C � Lu M \ — - 4 - / _ LLJ - T 00o — - - / - S$ �8 - - �t'o-o JOB NO. \ - - - - '_ GRAPHIC SCALE - - 172131 EXISTING PRIVATE - - - a A Q o �� � 380- co C— �370 --- iDRAINAGE EASEMENT � - -- --- - _-_� � c - - - - �� 0 3o 60 120- — 240 SCALE _ i 6.0 ® B.5233, PG.359 /� CD- /� _ ��- / - � EXISTING TRAILWAY �_ � _ - _-- TO REMAIN — �� - SHEET NO. - - \ IN FFFT' ) `I� inch 60 1 l . e ACCESSIBLE ROUTE THROUGH THE SITE 1 clb ♦ I` NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 1 TMP 78-2OM5 / SEPARATE PARCEL (NOT PART OF THIS 1 DEVELOPMENT) PARCEL RESERVED Fc TMP: 07800-00-00-020JO - FUTURE DEDICATION OWNER: JDM II SF NATIONAL LLC C/O STATE 1 ALBEMARLE COUNTY F FARM MUTUAL AUTOMOBILE PUBLIC USE ZONING: COMMERCIAL OFFICE - ACREAGE: 19.88 AC 1 I DB/PG: 4475/728 = 1 TMP: 07800-00-00-020MOI OWNER: PRESIDIO PANTOPS LLC ACREAGE: 4.51 AC ' DB/PG: DB.5224, PG.198 PARCEL RESERVED FOR FUT RE / DEDICATION TO ALBEMARLE.COUNTY I If �' ♦ ♦ EXISTING CREEK / 100 r s' 00STREAM BUFFER 1 MATCHLINE - SEE THIS SHEET \ z NZ R` O AN \ Co A 0�X J i G �65 G \" 7 !� .'. 9S - �:• /\ L \ 3/4 S R BDG \ ....�::.:.::LL &9 FERS REST \ \ \ �p °N pR NTFRS 42lJNITS 65T1oNw/T �q \' ��• N j-��,4=-:-'-:•:- • �: SIGHT DISTANCE395= COURTYARD--, .; T a MAINTENANCE BUILDING ♦ « — — �9/ GHT DIST6NCE=170' q 3/4 STORY DI r'%t- N ITS o, U i - - _ ..ILPC 11 ,,. . 9 , ♦ o ' i i _ \ DECK _ � DOG ��I i • PARK ao j �,p ,. z - i��►� I� ( �� �-9�� P �5 i ✓ ., II I l000ll 00 lz BEAR �/► �� - ��P ��•• /. / �►, ,pj BUILDIN O�9 �" GARDEN 4 STORY B DIG y� �-y / � \ 48 UNITS ....°" Ae STORMWATER i �o j BUILDING MANAGEMENT #5 - °• i �� �P' y •' / %/ .. � � � � '� 3/4 STORY BLDG FACILITY P 42 UNITS 5 � / e �JIL 3/4 ff BLDG o •: \ 4. ,, UN ITS o � A .a , — BUILDING #6 �A .o� l,o•, ��`� v 3/4 STORY BLDG 34 UNITS a " tis6- _ DUMPSTER 00 S8) STORMWATER g� MANAGEMENT ��� TMP: 07800-00-00-020M1 FACILITY OWNER: WORRELL LAND & DEVELOPMENT COMPANY LLC OPEN p°� ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL WALKING TRAIL - SPACE ��ACREAGE: 29.63 AC - DB/PG: 4069/267, 2544/249, 2607/572, 1673/618- EXISTING FACILITIES & ACCESS EASEMENT FOR SWM D.B. 5276, PG. 400 ` z_ 0, FLOODPLAIN OPEN SPACE 18' 67, — S82° 56.00"W 610. , . — GRAPHIC SCALE OO — 50 0 25 50 100 200 \ ®i ACCESS TO LEGO- - - - . — FARM & MONTICELLO ( IN FEET - - 1 lricli 50 11 V ,V\ � SCOTT R. COLLINS', No. 35791 12:�, ZONAL E M +--I C N N 1 1 Q rn rn C Ow 0 co c ¢ Q Zz O 0 0 L a Q � H ; z LU z LU F Ln Lu z o J cn cn z Iti a a F F W w � -i Q w a w = 0 w 0 w z - cn cn > > L owc owc F N45° 15' 06.69"E 26.74' v w \ Q N M N \ N ,\-1 M 2 � z `o Q o \Lu cy) n \ v 1 v cy) 0 N LL O N 00 ! W ti J/ cs I / — Lu N Lu - z 1 I� W � _ Q cLu I-- F- p 0 I ! l 121� C) 0 I z ! _ (1) Q I CU Lu J ui Q —J ry / D Q W i / ul U) o ! 0 0 / L1J Z rLu y 0 U Z J 0 0' / Q LL ® Lu / ' N n 0 / I Q I� I � LL w Q CCLu GI O G w 'I 0- ul) �I W' D JOB NO. M � m 172131 n I SCALE 1 50' SHEET NO. 'MATCHLINE - SEE THIS SHEET II 3 �I" II■I■II■II■■II■II■I■III 4" WHITE SINGLE DASH LINE FOR PROPOSED ADA HANDICAP CROSSING. TURN LANE STRIPING (MINI -SKIPS 2' LINE 92 \\NOTE: PROPOSED CONNECTION SHALL BE CONSTRUCTED TO WITH 4' SPACE)- TO BE STANDARDS ESTABLISHED IN THE ALBEMARLE COUNTY DESIGN \ "/ INSTALLED PER VDOT SPECIFICTIONS \ STANDARDS MANUAL, ADH REQUIREMENTS, & VDOT STANDARDS �_ , PROPOSED MILL & OVERLAY. 5 \-�� SEE WP-2 STANDARD DETAIL, SHEET 10. PROPOSED CG-6 (TYP.) T w \� �i 4" WHITE SINGLE LINE FOR TURN LANE STRIPING - TO BE INSTALLED PER VDOT SPECIFICTIONS---, ACCESSIBLE ROUTE NOTE: RELOCATE GUARDRAIL \ THROUGH THE SITE WITH INSTALLATION OF \ PROPOSED MILL & OVERLAY. RIGHT TURN LANE \ SEE WP-2 STANDARD DETAIL, SHEET 10. G NEW GUARDRAIL w_ AND TERMINAL END PROPOSED RIGHT \G� �C.� TURN LANE TAPER - w / / Q' PROPOSED CG-2 (TYP.) PETER JEFF I ERSON p / 25 L/C R/W _ ARKWAY PROPOSED �% Q \ PO PUBROUTE 11 STREET SIGN �� - STED SPEED=35 MP40 H OP pSED PROPOSED SIGNS ALONG THIS SIDE OF \ i \\�\ 1 S�G/yT N \-p`NE ROADWAY - "NO PARKING, FIRE LANE"p0 � i O/S TUR PROPOSED SEGMENTED / PROPOSED T,gNC�� I �RETAINING WALLS (TYP.) \ STOP SIGN 39g� I WITH HANDRAIL �� " PROPOSED 5' CONCRETE SIDEWALK - PROPOSED GUARDRAIL 9 -�__ __PROPOSED CG-6 (TYP.) SEE DETAIL, SHEET .) D 5' CONCRETE SIDEWALK \a ' ,�100' TURN LANE ALONG TRAVELWAY (TYP.) ��Q- PROPOSE . \ \ \ \ I PROPOSED MILL & OVERLAY. SEE DETAIL, SHEET 10. / PROPOSED 3'vCONCRETE SIDEWALK— _ m - -- PROPOSED CG-12 (TYP.) O -Q- ® PROPOSED SEGMENTED — — -- 3 I 9'x20' PARKING r RETAINING WALL 00 1 PROPOSED PROPOSED RIGHT o SPACES(TYP.) Q' WITH HANDRAIL O �'�-,,, ,rvvY,ry.yyrY..Yy.1 1 '.Iv 'L,Y STOP SIGN �—_ ..y v y, ., -vy \ � MAINTENANCE . y . TURN LANE TAPER PROPOSED CG-6 L '�'Y y y v 1' y- L' y. y y j v y r•. 1 v. ET SIGN PROPOSE SIDEWALK GRASS OVERHANG ,yy.yy 11. M E y PROPOSED . ` D 5' CONCRETES AINTE PROPOSED 2' y CURB & GUTTER — o — _ — ACK LI r Y Y v v Y 3 MAXIM 'STREET BUI y y UM S . NE ' ,L LDING - —E B — ,yV 1 y — o I O o My y v y v y yCIRYi�R©y y ° I 6z O , v y r PROPOSED CG-6 (TYP.) O, CONCRETE STEPS (3) O a 2,850 F.Y y1 Y .yL . ,,r ,r v .r \ WITH HANDRAIL O O 10R { 00 LyyyyrliyyyYy,y,°v1 v L y >- 11 CONCRETE STEPS (3) s191 WITH HANDRAIL �i 'A / PROPOSED CG-6 (TYP.) QI I BUILDING#1 Q;W PROPOSED SEGMENTED STORY BLDG , v ° r L y° iQ RETAINING WALL (TYP.) 5� N J O i,� 000 US WITH HANDRAILyj O A \ ��w O PROPOSED CG-2 (TYP.) \ ���ii 000 f 00 00 v Xi �� �,�PROPOSED SEGMENTED PROPOSED CG-12 (TYP.) q a v o. V ����• �RETAINING WALL (TYP.) -\ PROPOSED CG-12 (TYP.) '�� ° PROPOSED 6' CONCRETE SIDEWALK � ! Q a 00 WITH HANDRAIL '^►�,�� o0o BUILDING #2 0 � 9' � ''i, o00 / � ���F, y 3/4 STOR �BLDG � 3'R �� 11�.��� yU ITS ��, PROPOSED 2' ®, �- v GRASS OVERHANG O .♦ i '� v O O { PROPOSED SEGMENTED IIF �i PROPOSED GUARDRAIL °',� A� ��'ii • � RETAINING WALLS (TYP.) O 15 SEE DETAIL, SHEET 10 WITH HANDRAIL O � V ° z (,U2\ PROPOSED SEGMENTED A a ° a RETAINING WALL TMP 78-20M5 PROPOSED CG-6 i \ /c� , : ° �� O O �`` �, , PROPOSED CG-6 ._ �i . SEPARATE PARCEL d CURB & GUTTER CURB & GUTTER 4 \ PROPOSED SEGMENTED (NOT PART OF THIS DEVELOPMENT) RETAINING WALLS TYP. 3� �Gy ( ) ° ,., �py.�• PROPOSED SEGMENTED PARCEL RESERVED FOR FUTURE WITH HANDRAIL �� �� .� �v\j .. 0���� RETAINING WALL (TYP.) DEDICATION TO ALBEMARLE / •` COUNTY FOR PUBLIC USE , 0 �'ca �ZR 3R �•�`�� V PROPOSED 6' CONCRETE SIDEWALK 00 I� �� O �♦ 3 R PROPOSED CG-6 �M s OPEN SPACE '• � N ',. �r� �, "`� ♦ � - � � '' ♦ 00 ♦`� 16, \ �Q Q- CURB & GUTTER \ ` PROPOSE �G-12 (TYP.) ♦� CONCRETE STEPS 12 � " • � \ ' ' � ♦� \ ♦``� 15 PROPOSED 2'�'� - �\ �` c GRASS OVERHANG ( ) i 11 0 ' ° p .♦ ' O PROPOSED SEGMENTED WITH HANDRAIL 9 I 1 ��'` PROPOSED i ' �i° •�O ♦ I � � RETAINING WALL (TYP.) o ��� CG-12 TYP. �i, ♦O \ CO PROPOSED 5' CONCRETE SIDEWALK ( ) �� WITH HANDRAIL �] / 1 . a I Io - ,ZdLi �♦ 24 ��♦. PROPOSED SEGMENTED I� o ��� \ \� '+100 ,♦ ` CONCRETE STEPS (3) \ ' ' ♦` RETAINING WALL (TYP.) u1 ,� ��ti �/ i��� 00 a♦ ♦ WITH HANDRAIL Iz � � s, ,p y�. .ice, °A♦` 3'R h i rF TR� 15 ��� `♦�ypJ 16, 24 ♦`♦` PROPOSED SEGMENTED 9, �F� i '''4W RETAINING WALL (TYP.) I(� _ '! ( 4� '1`ri ` moo♦ � WITH HANDRAIL PROPOSED CG-6 �,� ��� I / CURB & GUTTER O ,►'4i ,y i,,� �� 12 �♦ EXISTING PROPERTY BOUNDARY I\ �4r�� \ _ �S� ��\♦` 10 CLUBHOUSE � I _p w I i \ ♦` 9'x20' PARKING SPACES (TYP.) I ` `\` ` �, - Q STOPSIGN , ��� �b ♦`` PROPOSED 6' CONCRETE SIDEWALK I 4 j PROPOSED 6' - \ 31R � - I PROPOSED 5' CONCRETE SIDEWALK q \ � !\ CONC. SIDEWALK 3 v cn �� PROPOSED CG-12 (TYP.) O PROPOSED SEGMENTED / ��, \ +►�'��° . ,.������� � � O� � O - \ RETAINING WALLS (TYP.) \ PROPOSED SEGMENTED 'cr) � O WITH HANDRAIL RETAINING WALL (TYP.) ♦l,i �w5R R �♦ O BUILDING' 4 '� 5 \� WITH HANDRAIL z, \ PROPOSED 2' DD� ��� ♦3/4 STORY BL p♦.. 'GRASS OVERHANG ��`° O � MTS NOTE: WALLS WITH HEIGHT OF 6' OR o ��6�Ty ;s j O PROPOSED 2 GREATER SHALL REQUIRE HANDRAILS. � ° > GRASS OVERHANG A� i 9' 3 R �`� 6 SEE DETAIL, SHEET 10. PROPOSED CG-6 V�� � �' ' '� � /♦` CURB & GUTTER � AVBUILD � � #3 �� 1s �T ♦ �'� o 4 STO ' R Y' B LD G V ��''�►,, ,♦��'��, o ITS POOL DECK�� \ 3R 16 �y��♦O o 12,200 SF PROPOSED CG-12 (TYP.) �Typ V A ,.♦ o y • 30 \ O O o ° ° EXISTING 100' STREAM BUFFER q \® �` ,�, - =' ♦` O ' \ \ PROPOSED SEGMENTED TCH� \ eMALINE - SEE SHEET 5 44, 7,R �It \ ♦ �� RETAINING WALL (TYP.) O PROPOSED 5' _ ...... _ ♦� ® `,' ,� `� ` ° ° '\ ♦� O = �� WITH HANDRAIL `♦` O CONC. SIDEWALKAj O \SCOTT R. COLLINS �U No. 35791 1, loNaL E�� � / 6� PROPOSED SEGMENTED RETAINING WALLS (TYP.) WITH HANDRAIL POSED 6' CONCRETE SIDEWALK PROPOSED SEGMENTED RETAINING WALLS (TYP.) WITH HANDRAIL NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. PROPOSED SEGMENTED RETAINING WALL (TYP.) WITH HANDRAIL GRAPHIC SCA 5 30 60 ( IN FEET ) 1 inch = 30 ft. 0 ,1 M N N D J +� +� 0 U _ w co z Z A w � z m ® z z Q U w w O w o ;, 0 o 0 o z g z > > LL. cc cc U) W uj Q W W a J �ooz w w ce z U) U)~ � w w w CE 6 LL 0 J Ln rn rn w .� o 0 N N QLu N M N z Q ti z cy) W C6 z N J M Q � z O LL. w 0) 1 N (n W Q �- >7 z LLi W Lu J Lu I— Q z 0 O Q i1_ - z Q U W O w � >_ 1112L Q Lu J J U)ulQ I� zLLI (n W O U z O J uJ (f) W J Q W LL 0 O Lu O N Q Lu u Q W w U) JOB NO. 172131 20 SCALE ill=30' SHEET NO. 4 ROADWAY - "NO PARKING, FIRE LANE"—) CURB & GUTTER ��♦�i� ti � �� �.� 12 18 _ - Q' yp �° 'TH J N DARY 10 ♦����f W. / %�� �� J.��� y " 0� O CLUBHOUSE♦ , _ 14,000 SF ♦'tom, ��� A Q" .� 9 x20 PARKING SPACES (TYP.) 15'R QSCOTT R. COLLINS �� PROPOSED V ♦�i�, �' w �� ' PROPOSED 6' CONCRETE SIDEWALK PROPOSED 6'�� 31R STOP SIGN �� �� � No. 35791 � PROPOSED 5' CONCRETE SIDEWALK e CONC. SIDEWALK 3 cn �., ��� n o b PROPOSED CG-12 (TYP.) O �� ram- O 1s PROPOSED SEGMENTED RETAINING WALLS (TYP.)-,o - PROPOSED SEGMENTED � Q� WITH HANDRAIL RETAINING WALL (TYP.) o � s R :� BUIL LNG #4 r i R O WITH HANDRAIL ♦�� 5' \ I� PROPOSED 2' 3/4 ST RY BLDG �- � c� ♦�� 3'R ♦�i� 'GRASS OVERHANG ��`� � ITS INOTE. WALLS WITH HEIGHT OF 6 OR ko � GREATER SHALL REQUIRE HANDRAILS. �� °� ®� \, PROPOSED 2' GRASS OVERHANG V�TypJ �♦ i SR '�O �w SEE DETAIL, SHEET 10. V�� 9 13 PROPOSED CG-6 © 3'R �` w BUILDI�I 43 ��� CURB &GUTTER \ s� �, ,,�`'�♦i% ' 4 STORY, BLDG ,�' � ®''♦,, .������ o 4$� ITS ; ,.�� � �Q� 3'R � a6,� � ,� � o° ° � M � s POOL DECK 16 y ♦ N N p O /�� �. 12,200 SF PROPOSED CG-12 (TYP.) ���� , �Typ J ��� J �� Q �' �' Ov q ✓�� I A —� i �I O o 18 o_j w w �HLINE -SEE SHEET 4 '; �� ��-� >•i,�� PROPOSED SEGMENTED .� z z m 7 R ����������� ��� .� i �, RETAINING WALL (TYP.) O PROPOSED 5' P P \ ° ° WITH HANDRAIL ��� �j v w w p \ ���� � CONC. SIDEWALK O �••� w � .� PROPOSED 3' CONCRETE SIDEWALK o O O / J g cn Ln ° Q 6 a a w DOG PARK �� °�,� �Q'G �s z 5 � M 3,500 SF ��� O > _j a a cn o ���►��♦ BEER , �8'(T O � w w z GARDEN ";;: PROPOSED 6' YP) �/� z m m U- CONCSIDEWALK 'LU 2 800 SF . -� PROPOSED 6CONCRETE SIDEWALK w w z /ALK ��� �I '�� PROPOSED \ a 9 F ` , U- ,o��� \ CG-2 (TYP.) PROPOSED 2' ��< O W/ 3R ♦�� ! -I? O PROPOSED SEGMENTED Q ° _ OVERHANG 20 R b� g, ��® GRASS RETAINING WALL (TYP.) ' PROPOSED SEGMENTED e Typ WITH HANDRAIL RETAINING WALL (TYP.) J ° Co PROPOSED 6' ♦ WITH HANDRAIL / 3'R CONC. SIDEWALK' ��♦,�, PROPOSED STEPS (14) •• a ,Pr- 14 \_ WITH HANDRAIL ♦���►ii � PROPOSED STEPS (16) ♦i��i Q' PROPOSED ! i WITH HANDRAIL sec �� 00♦ii♦��♦ 12� i�, / �,__ / ROLL-TOP CURB W / (P� ��- ��♦�i 9' tia� •# �� PROPOSED STEPS' (�8)/ g �• ���♦�� fl j0j �� ♦q�i� yAJ � WITH HANDRAIL 12 ° o' °�' o 0 Lu ♦4 u? •"`� A �� g' PROPOSED GUARDRAIL. _ Ln 00 i' ��� i 00 ♦��♦,i 3R w_ °� q R ! i PROPOSED DUMPSTER/ o p �� �� O ♦b OS V !(TYP 1) TRASH COMPACTOR i o ,� ♦�i♦� �i� — PROPOSED SEGMENTED ���i� , �O•Q F(� �S - _ OMii ♦ �♦q O� �i♦ /TQ (3F /T �� �o�� - ' - - WITH RECYCLING RETAINING WALL (TYP.) �� �ijn,. i4sw o/ y VI IIVh FF� v " y PROPOSED 5' PROPOSED 5' ADA CONCRETE ♦i 13 " i��ii� �" PROPOSED SEGMENTED w RAMP WITH LANDINGS 3/4 S RY LD O A ♦�!�\ CONC. SIDEWALK RETAINING WALLS (TYP.) ~ 3R / 2 U S O i♦ _ WITH HANDRAIL C'7 �� 100'R PROPOSED CONC. cy7 -- 9♦���ii♦� n�F� �� - ---- - - 41 STEPS (TYP.) �l J - Q 000 PROPOSED 10' CLASS A -TYPE 1 � ' \ 13 � LOW MAINTENANCE ASPHALT I �ZR a / 00 00 PROPOSED CG-12 (TYP.) ♦����� �PROPOSED 5' ADA CONCRETE Co w- O ♦�i RAMP WITH LANDINGS TRAIL WITH GATE ACCESS TO RIVANNA I O \ \� PROPOSED \ PROPOSED CONC. � � O CG-2 (TYP.) TRAIL - SEE DETAIL, SHEET 10 PROPOSED 6' CONCRETE SIDEWALK O - / N LL ' STEPS (11) TOTAL O PROPOSED SEGMENTED - O WITH HANDRAIL ° � RETAINING WALL (TYP.) PROPOSED 6' CONCRETE SIDEWALK WITH HANDRAIL �o PROPOSED CG-12 (TYP.) N (� PROPOSED / �� 00 NOTE: SEE SWM/VSMP PLAN (WP0201800027) CG-6 (TYP.) O O Q FOR DESIGN INFORMATION ON SWM POND > Z TRANSITION TO ROLL/FACE CURB 3FZ 00� / IVEWAY ENTRANCE — ��a, uj FOR DR - 11 PROPOSED w CG-2 (TYP.) 00 0 J Ro W o PROPOSED J_ ONSITE WALKING �'Qq OS PROPOSED GUARDRAIL O o . TRAIL - 9,600 SF 2'R �0R F 9SEE DETAIL SHEET 1 U5 STORMVVATER o o �Q� � G�c��T�SJ � �Ty S , S 0 PROPOSED CONC. / MANAGEMENT (n Q STEPS (13) TOTAL � �� w J PROPOSED Q o� W � WITH HANDRAIL FACILITY CG-6 (TYP.) o WET POND Y oo. o Z o PROPOSED SEGMENTED 11 , PROPOSED HVAC RETAINING WALL (TYP.)� --- 0 WITH HANDRAIL �z Q PROPOSED 2' 10' GRASS \- �� o� J I--1 UNITS (TYPICAL) ��� ti �� GRASS OVERHANG MAINTENANCE ACCESS o 0 0 a O ♦��� 3'R �10 R FOR SWM FACILITY o Q a O i�♦��♦ 17� r 9' 3 1 NOTE: I 0 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY W O ♦i� J J / �� CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION I PROPOSED O �� O / 5 AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. O CG-2 (TYP.) 00 , ��� �Q. �i�.\� 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, Q /` / PROPOSED 2' O 9 A�/� '� AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. w GRASS OVERHANG 3. 1 REPRESENTS ONE PROPOSED PARKING SPACE. y � 3'R V��,�� � a � �. END CG-2 I— J F OS 3� CURBING I STRUCTIONS SHALL BE HIGHER THAN 13' PROPOSED CG-12 (TYP.) T�Qq 5. ALL PAVEMENT 4. OVERHEAD WIRING LL BTCAP CHER APABLE OF SUPPORTING FIRE APPARATUS WEIGHING � PROPOSED DRIVEWAY / ACCESS ROAD / I"I 14, ACCESS r? ,, 85,000 LBS. o _ O J' ' _-------- - - _ SEE DETAIL, SHEET 10 / 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, I PROPOSED SEGMENTED 00 PROPOSED 125'R a / SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT L1j RETAINING WALLS (TYP.) o � � CG-6 (TYP.) -_____ _ __ - - ry / PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE w O WITH HANDRAIL \ 125 R PROPOSED SIGN O PROPOSED SIGN / PROJECT TO THE FULLEST EXTENT POSSIBLE. NO "NO PARKING - FIRE LANE" �Qj NO PARKING - FIRE LANE" / 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND FOR DESIGN INFORMATION PLAN (WP0201800027) �" BUILDING #6 ,J c _ ON SWM POND 9' F�%/ / BOUNDS. z NOTE: SEE SWM/VS 3/4 STORY BLDG O (T -' 13 / '4Y 8. CURB RADII SHOWN, REPRESENTED WITH AN R , DIMENSION THE FACE OF CURB. 00 34 UNITS �� YP PROPOSED SIGN �OC�S.,� / 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR I- 00 "PRIVATE DRIVEWAY S SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM W ° & WALKING PATH" THE ENTRANCE CORRIDOR. - - - ?60� 10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE / w BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED Q O / PROPOSED 5' i / ENGINEERED DESIGN FOR THE WALLS SYSTEM. (D LL_ PROPOSED 5' CONCRETE SIDEWALK O� PROPOSED & CONCRETE SIDEWALK CLASS B - TYPE I / 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN 00 �/ PRIMITIVE TRAILWAY ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. O uj 00 ONSITE WALKING SEE DETAIL SHEET 10 �� ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT O r"1 TRAIL - 9,600 SF VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 0 N Q OPEN SPACE % 12. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT COMPLEX. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE / WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE APARTMENT COMPLEX. --- 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO v Q - --- LIMITS OF PROPERTY / ui PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS O w / PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. PROPOSED 10' CLASS A -TYPE 1 PROPOSED SEGMENTED NW6 14. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. No. LOW MAINTENANCE ASPHALT RETAINING WALL (TYP.) GRAPHIC SCALE / SEE THE REQUIRED PROFFERS ON SHEET 1B. 172131 JOB OBNO. NOTE: VISIBILITY OF ALL MECHANICAL TRAIL WITH GATE ACCESS TO RIVANNA WITH HANDRAIL / 15. ALL PRIVATE YARD DRAINS SHALL HAVE A 10' PRIVATE DRAINAGE EASEMENT. EQUIPMENT FROM THE ENTRANCE TRAIL - SEE DETAIL, SHEET 10 a 15 30 so -_ ACCESSIBLE ROUTE / 16. THE DOG PARK, WALKING TRAIL, BEER GARDEN, POOL DECK, AND COURTYARD SCALE CORRIDOR SHALL BE ELIMINATED. / . THROUGH THE SITE / AREA SHALL HAVE TRASH RECEPTACLES WITHIN THE AMENITY AREAS. -_30� 17. THE TRASH COMPACTOR AREA SHALL ALSO INCLUDE A RECYCLING BIN FOR THE ( IN PELT ) / � APARTMENT COMPLEX. SHEET No. OO / 1 inch = 30 ft. 18. SEE SHEET 5A FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. 5 v 3'-6 FRONT ELEVATIOI HANDRAIL ❑ � PRIVATE WALK OR LANDING 5'-0'MIN 1 /2"THROUGH JOINT 1,—U-- 4 #4 BARS EQUALLY SPACED 1'-0"OC MAX SPACING 311 4 10 " STEPS - SIDE ELEVATION 3'-6" \ � I -V. OF STEP - — — — — — � � o ° o ELEV. OF STEP��� RISER TREAD #4 BARS (TYP) 1/2"R SLOPE TO DRAIN PRIVATE WALK a ° a OR LANDING I� 1 /2" THROUGH JOINT CO C a 1 —0 PLAN CONCRETE STEPS DETAILS SCALE: N.T.S. SECTION A TYPICAL I-1ANDRAIL5 AT STAIRS 1.25" 5 1' MIN. IN EDGE PROTECTION 1' MIN. END OF RAMP CL RAMP 12" EXTENSION BEYOND RAIL o z E> CD 18 N = 8" MIN. " T V MIN. N I EDGE PROTECTION 2 MINIMUM SECTION B � SECTION C 1' MIN NT5 1` MIN. END OF RAMP 3E PROTECTION PROVIDED 'VERTICAL GUARD RAILS ELEVATION D D\ ELEVATION E (1 2") (3G ) RAILING PLATFORM SECTION (1 2") �� �� LEVEL LANDING ELEVATION RAMPS - NOTES The maximum slope of a ramp that serves any exitway, provides access for persons with disabilities, or Is in the path of travel shall be 1' rise in 12' of horizontal run. (sec 1133b.5.3) The cross slope of ramp surfaces shall be no greater than 1:50. (1 /4" per ft) (sec 1133b.5.3.1) The width of ramps shall be as required for stairways and exits, (sec 1133b.5.2 fig I I b-38 * 39) Pedestrian ramps serving primary entrances to buildings having an occupant load of 300 or more shall have a minimum clear width of GO". (sec 1133b.5.2) All other pedestrian ramps serving primary entrances shall have a minimum width of 48" (sec I I33b.5.2) Landings shall be provided at the top and bottom of each ramp, (sec 1133b.5.4.1 fig I I b-38 � 39) Intermediate landings shall be provided at intervals not exceeding 3o" of vertical rise and at each change of direction. (sec I 133b.5.4. I fig I I b-38 � 39) Top landings shall be not less than GO" wide and shall have a length of not less than GO" in the direction of ramp run. (sec 1133b 5.4.2 fig I I b-38 $ 39) CONTINUE ON RH5... TYPICAL HANDRAIL5 AT RAMPS DETAILS � DRAWINGS A5 PER ADA REGULATIONS -AMERICANS WITH DISABILITIES ACT 1994 i EX-MJH-1-4 s` NOTE- THIS PLAN ILLUSTRATES THE PLANIMETRIC DESIGN FOR THIS PORTION OF THE SITE, ALONG WITH THE UTILITIES DESIGN, GRADING, AND DRAINAGE DESIGN. SEE MATCHLINE REFERENCES TO THIS SHEET FROM SHEETS 4, 6, AND 8. TMP 78-20M5 SEPARATE PARCEL MH-1 NCO (NOT PART OF THIS DEVELOPMENT) PARCEL RESERVED FOR FUTURE V DEDICATION TO ALBEMARLE COUNTY FOR PUBLIC USE �\ i PROPOSED 20' PUBLIC SANITARY SEWER EASEMENT/Xi� 0 — G - i I i O _ 2 Q�D I 1 MH-2 i L _T- RAMPS - NOTES, CONTINUED.... �= \ PROPOSED 8" GRAVITY SANITARY SEWER Doors in any positron shall not reduce the minimum dimension of the ramp landing to less than 42" and shall not reduce the required width by more than 3" when fully open. (sec 1133b.5.4.3 fig I I b-38 � 39) 1 LIMITS OF � \ PROPERTY The width of the landingshall extend 24 ast the strike edge of an door or ate for p 9 Y 9 I � exterior ramps and 18" past the strike edge for interior ramps, (sec 1133b.5,4,4 fig � 1 At bottom and intermediate landings, the width shall be at least the same as required for the ramp. (sec 1133b.5.4.5 fig I I b-38 � 39) I ��!—�- EXISTING GUARDRAIL 1 (TYPICAL) TO REMAIN 1 i Intermediate landing at a change of direction in excess of 30 degrees and bottom landings shall have a dlmenslon in the direction of ramp run of not less than 72" to \ \ \ \ \ accommodate the handrail extension. (sec 1133b.5.4.G fig I I b-38 � 39) I - \ \ Other intermediate landings shall have a dimension in the direction of ramp run of not less than GO". (sec 1133b.5.4.7 fig I I b-38) I I I I I\ \ \ V A A \\ I Ramp landings are not considered in determining the maximum horizontal distance of I I I I I I I I 1 \ \ \ \ PROPOSED 5 \ a each ramp. (fig. I I b-38 � 39) CONC. SIDEWALK \ \ ` - I Handrails are required on ramps that provide access if the ramp slope exceeds 1' rise in 20' of horizontal run. (sec 1133b.5.5.1) Handrails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall be 34" to 38" above the ramp surface, shall extend a minimum of I' Y p p, beyond the to and bottom of the ram and the ends shall be resumed. (sec 1133b.5.5.1 figI I b-27 (b) * (c) —A�vv,v a The grip portion of handrails shall be notless than 1- I /4 nor more than 1- I /2 , or the shape shall provide an equivalent gripping surface, and all surfaces shall be smooth with no sharp corners. handrails shall not rotate within their fittings,,� (sec 1 133b.5.5.1 fig I I b-3G) I\ Handrails projecting from a wall shall have a space of 1-1 /2 between the wall and the �.. handrail. (sec 1133b.5.5.1 fig I I b-3G) I I I / I I / I 1 \ \ \ \ I X , \ `� �- Handrails May be located in a recess if the recess is a maximum of 3 deepand extends at least 18" above the top of the rail. -_�, (sec 1133b.5.5.1 fig I I b-3G) I �� 1 ;' I I I \ \j! ��' �� Any wall or other surface adjacent to handrails shall be free of sharp or abrasive \ \%� v'� I \ elements. Edges shall have a minimum radius of 1/8". (sec 1133b.5.5.1 fig I I b-3G) �� Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10' In length, the ramp shall comply with one of the following requirements: (sec 1133b.5.6 I I I �"\ �. \ fig I I b-27(b) (c)) a. A guide curb a minimum of 2" in height shall be provided at each side of the ramp; " I cG V / I V b. A wheel guide rail shall be provided, centered 3" + 1 " above the surface of the ramp. I I I M H-3 I I I I GRAIPHIC SCAL Outdoor ram sand their approaches shall be dell Heil and constructed so that water 30 I Q I 15 31 60 will not accumulate on walking surfaces. A ���G`��' PROPOSED CG-6 (TYP.; (sec. 1133b.5.8)IN FEET \ S inch 30 11 )JH 07� SCOTT R. COLLINS'--` No. 35791 ILI SIONAL E"� N N o o LU LU C, z Z UI) L-1 L O� z z ` U a LUw F F- o u) o o ` z U U z M a- L >J W < LU a W a = 0 0 LULU i ~ w w F LUoo N N � �1 M A M L9 -J z Q a� LU C` ) CY) ~ 00 CN CM Q W CDM N M z W < F-- Z < LJ LLI ZC a- J oC z > Q O O (7 Zap 06 U LUW � � � J w Ul � Q � LU ( ) W O ® U z O J LU M L1J J Q LL (D LL O LU O CV Q LU w w JOB NO. 172131 SCALE 1 "=30' SHEET NO. 5A rt r I I I I I I I I I , I I I I I I I j I 0 I \ 0> 00 C) N 0 0-I _ _ I �m z m� / m 00 z = o / ry D Z o 00 rnC)70m no / n 0 = / o D, r- < o m 0� O o m Cn m < z � r m X < m 0 0 00 C0LLI N E N I N E E I N DATE 11/25/19 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902-434.293.3719 12/18/19 PROJECT 1/3/20 rn ti W MARTHA JEFFERSON HOSPITAL PRESIDIO APARTMENTS - FINAL SITE PLAN 3/2/20 OJ , W � f—► z ° m ° SHEET LAYOUT, UTILITY, & GRADING PLAN REVISIONS REVISION DESCRIPTION INITIAL FINAL SITE PLAN SUBMITTAL REVISED PER JPS COMMENTS DATED 191213 REVISED PER JPS COMMENTS DATED 191231 SUBMITTAL OF THE FINAL SITE PLAN TO ALBEMARLE COUNTY FOR REVIEW These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in who',-- or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING. V ��0SANITARY SEWER NOTES: MATCHLINE -SEE SHEET 5A 1. ALL SEWER PUMP STATIONS AND FORCE MAINS ASSOCIATED WITH THIS PROJECT WILL BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. D ° 2. MANHOLE SUBMITTALS WILL BE REQUIRED BY THE ACSA FOR THE MANHOLES RECEIVING FORCE MAIN CONNECTIONS. \ 3. HYDROGEN SULFIDE PROTECTIVE COATINGS WILL BE REQUIRED ON MANHOLES RECEIVING FLOW FROM PUMP SYSTEMS.. °p w EXISTING ACSA 16" DI WATERLINE \\ \ \ VV f o _ W MH-4 0 S �f EXISTING 16"x12" TEE, PROPOSED 8" GRAVITY � Y (2) 16" G.V., & (1) 12" G.V. SANITARY SEWER \ \ O` PROPERTY BOUNDARY P Q \ /CD 20' SANITARY��\\ \ / SEWER EASEMENT / \ REMOVE PLUG AND TIE-IN \ / \ TO EXISTING 12" WATERLINE WITH A 12"x8" REDUCER / � 'OOO v �vy��:;`.yyy-..yyyyvyyvy'yY.y.r'v-vY'r. °Y. � � i y�Y\�`yyyyyyyyyyyy1yyyyyyyyyyyyyyyyyyyyyyyyy yv I °I / , a o o 1y y ° y yy r y ENA INT CE Y, y r L v 1 Y o ♦,� —_--- BUILDINGN I � MA ° \ ♦.,y.yy,•Y.°y-v.Yyy.',YrY�;yy-vy,y,1yvy y. I ° PROPOSED 8" O \ \ Iv DI WATERLINE PROPOSED WATER � O a E O \ \' BUILDING #1 I ," ,' 1 , ,r yY v SERVIC LATERAL \ 3/4 STORY BLDG p ° O \ `, O` Doe:l•�00 42 UNITS O / I PROPOSED 4" PVC / NOTE: PROPOSED SANITARY SEWER \ \ PROPOSED WATER / / SANITARY SEWER LATERAL �♦ BETWEEN MH-5 AND MH-4 SHALL BE \ � �. y�" ENCASED IN 24" DIA. STEEL CASING PIPE 7 SERVICE LATERAL ° \ 'PROPOSED 6" PVC \ \ SANITARY SEWER LATERAL PROPOSED 20' PUBLIC \� PROPOSED 4" 90° BEND PROPOSED 6" 90' BEND UTILITY EASEMENT i PROPOSED 5/8" METER PROPOSED 6" PVC M PROPOSED SANITARY SEWER LATERAL O. PROPOSED FIRE 4" DI FIRE LINE HYDRANT ASSEMBLY MH-5 \ w , O BUILDING #2 O PROPOSED / / \ k PROPOSED 8' 45 BEND � , ; ° i � � °� 00� 4 WATER LATERAL 00 ��PROPOSED4" 45° BEND PROPOSED FIRE HYDRANT �' 3/4 STORY BLDG O /" / �� 2" METER VAULT / 0 _ PROPOSED 8" 45' BEND' ASSEMBLY �� "x6" TES 46 UNITS ° D A \ s u PROPOSED / / / S MH-7 \ � � 4" WATER LATERAL, / O 4" DI FIRE LINE cl O UTILITY EASEMENT O PROPOSED X PROPOSED 4 45 BEND 2" METER VAULT / O PROPOSED 20 PUBLIC o \ 1 / PROPOSED 20 PUBLIC 4� IRE LSE G.V. A r O �/ UTILITY EASEMENT TA / O / PROPOSED / PROPOSED 8" 450 BEND 0 4" FIRE LINE G.V. \ / / ♦ O / o aoae � / � . ° / (2) - 6"x4" TEES I I OH-8 ` / / ♦ / / / & (2) - 4" G.V. P� 1 / l . ♦ O / / PROPOSED 6" ° PROPOSED DI WATERLINE ) 8"x4" TEE & 4" G.V. PROPOSEDV EXISTING PROPERTY BOUNDARY 8"x4" TEE & 4" G.V.�2x� PROPOSED 8" O / PROPOSED 8 x8 TEE & (3) 8" G.V. O i / DI WATERLINE`S PROPOSED 1��METER PROPOSED VAR. WIDTH S� �QF PUBLIC UTILITY EASEMENT PROPOSED s / 8"x8" TEE ly pp 1 & (1) 8" G.V. \ / ^"' / oo O 1Z° 0 ° 40, PROPOSED 6" PVC SANITARY SEWER LATERAL PROPOSED 8" CLUBHOUSE DI WATERLINE / / / `s ` / �- PROPOSED SANITARY O� /SEWER MANHOLE (TYP.) PROPOSED FIRE HYDRANT D ♦ �. S / / ASSEMBLY w/ 6"x6" TEE ,/PROPOSED 20' PUBLIC �,,( � PROPOSED D UTILITY EASEMENT PROPOSEO 8 x6 C 4 & (2 (2) 4TEES G.V. " v ! O �V i O ROSS, X ff r PROPOSED VAR. WIDTH PUBLIC UTILITY EASEMENT ^ox PROPOSED \ /PROPOSED 8"x6" REDUCER 4" WATER LATERAL PROPOSED 6 x4' REDUCER � 2" METER VA_ 4T PROPOSED FORCE MAIN // / / s ° °° / / / 4" FIRE LINE G.V. ; PROPOSED FORCE MAIN ��' \ / / / SANITARY SEWER LINE SANITARY SEWER LINES / /; / / ��" TO SERVICE BUILDING #4 / TO SERVICE BUILDING #5 & 6 / / i A / \ PROPOSED 4" 900 BEND O ° / PROPOSED 6" PVC / \ PROPOSED WATER O SANITARY SEWER LATERAL PROPOSED 6" / / /O O / ° DI WATERLINE K �� SERVICE LATERAL O / BUILDING #3 / �r /� PROPOSED / •-i �► / / y ` / / ! / 4 DI FIRE LINE 41 4 STORY BLDG MATCHLINE - SEE SHEET 7 � ��:' ,1 �1� `� 48 UNITS BUILDING#4 ��I �� PROPOSED Oi �� ♦ / / x o / 3/4 STORY BLDG O GRAPHIC SCALE 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. "MARRON "Emmaus O I 00 I I I �VH OP SCOTT R. COLLINS ,U No. 35791 1, ZONAL Y� En W LU w�/ �LL LL O rn ,1 _j N N D J *-� p U w � LU LU co Q Q Q z ZO 0 o w m Q O � z z a w w O U LU w o ~ 0 o 0 o z Vl �;, z za_ D_ LU LZ W < LU M LU M J < �oo �z cn cn LL 0 J U) rn rn .� .1 O O w r Q N i M N M L9z Q Ir- LU CY)cyi O N J CY Q O LL w O N U0 w Q > z z� LU _j� J Cn Q L9Q z H O p zi 1_ - a- < U LU J w UlQ U 1--1 z L1J V 1 w O L U z � 0 W (n LU Q LL U U_ 0 O N Q Lij U Q w a U) JOB NO. 172131 SCALE ill=30' SHEET NO. 6 PROPOSED 6" PVC ��s / �Q? SANITARY SEWER LATERAL / iceA x s, M H-6 PROPOSED 8" / / /1 jCLUBHOUSE DI WATERLINE / / / � ` \`s / 5 PROPOSED SANITARY SEWER MANHOLE (TYP.) `S PROPOSED FIRE HYDRANT ASSEMBLY w/ 6"x6" TEE � PROPOSED /PROPOSED 20' PUBLIC °o �' �- 4"x4" TEES / O / UTILITY EASEMENT y �� !�y„ & (2) 4" G.V. , O / PROPOSED TAT, CROSS, �, X \ / (2) 8 G.V. & (2) 6 G.V. / / PROPOSED VAR. WIDTH PUBLIC UTILITY EASEMENT i PROPOSED / /PROPOSED 8 x6 REDUCER 4" WATER LATERAL PROPOSED 6"x4" REDUCER 2" METER VAULT � ♦ PROPOSED FORCE MAIN / PROPOSED FORCE MAIN / / / / / 4'�FIRE LINE G.V. SANITARY SEWER LINE / SANITARY SEWER LINES / , i. o / / / �� / / TO SERVICE BUILDING #4 TO SERVICE BUILDING #5 & 6 / / , / %� = � '�- �. \ ✓\ / / / � / PROPOSED 4" 90° BEND s�• ��� PROPOSED 6" PVC / SANITARY LATERAL / \ PROPOSED WATER O / LA PROPOSED 6" / O / SA SEWER / / SERVICE L / DI WATERLINE E LATERAL / �� �BUILDfNG #3 / - / 1\ „ a . , ,�� -_ "�- / �, / i // 4RD1 FIRELINE EXISTING 100' STREAM BUFFER ,/, ® / � / � � 4 STORY BLDG / � � 5/ // � / ' PATCHLINE - SEE SHEET 6 `' '4 4f 48 UNITS BUILDING #4 �/co � / ,',r ��� �I �� � ° PROPOSED ` • / moo / �� O / \ x �: 3/4 STORY BLDG `N %4" WATER LATERAL 5 / / h / o / PROPOSED Q�j /O ,;>� ��- 2" METER VAULT• / / \ b ' 42'UNITS O/ , 8"x4" TEE & � i PROPOSED FORCE MAIN - 'G.V. G.V. Q., / ,, / / / / (1)-4" PROPOSED PUMP SYSTEM PROPOSED FIRE ® \ /° 4" DI FIRE LINE HYDRANT ASSEMBLY / w/ 8"x6" TEE O p / , =' /Z, \ \ �� i ` 1 �� / / PROPOSED �` / PROPOSED 4 22.5 BEND I 1 / 4" FIRE LINE G.V. / (2) - 6"x4" TEES & 2 - 4 G.V. PROPOSED 4 \ DI WATERLINE 1 PROPOSED 20' PUBLIC / / \ \, 1 / / PROPOSED FIRE ' � UTILITY EASEMENTlo - PROPOSED 8"x6" R DUCER \. 1 .° / / HYDRANT ASSEMBLY PROPOSED 6" 900 BEND 41 O 19xp PROPOSED 6" 450 BEND PROPOSE i i ,. O ♦ OiQ M y /♦ ♦ / �o / / o / �. D ♦ / / p � , If hp xQ0 i i \ �♦� A �\ '9S 4"x4" TEE & 4" G.V. ♦♦ / Q) -------�._� , SCOTT R. COLLINS ,U No. 35791 ILI 1�0 ssIONAL E"�� EE w w 0 r-I M N N J , -i ­-1 0 U F_ w � ¢ ¢ Q z Z 0w a � � m Q O � g z z U a w w O O w o 0 o o z g J 1■■1 o > z ^ ^ Lu U) W � < W a W a J o o z w w tiez mm_ � w 0 co PROPOSED 20' PUBLIC ♦ ��T ♦ / \ m m CD 0 UTILITY EASEMENT / ♦ ♦ "' ♦ o �n oo ' ,' O� � � PROPOSED < � � / � �� r` ° „ ♦ / ya �� %� 4" WATER LATERAL / PROPOSED 40 BEND ® / o N ­4 re)2 PROPOSED FORCE MAIN r� METER VAULT l / ' > PUMP SYSTEM <�♦ / 4,. FIRE LINE G.V. PROPOSED 6" �' ♦ /\ DI WATERLINE ' \♦ 01 ° . L9 PROPOSED 6" PVC GRAVITY PROPOSED \78"Op o ° / \ / EXISTING PROPERTY BOUNDARY 4 DI FIRE LINE oe �000 � SEWER LATERAL TO PUMP SYSTEM Lij PROPOSED 6" 450 BEND \ I o ° �` 00♦ ` M ico o "" N J o PROPOSED 6" 450 BEND o ♦ DO cy) Q I PROPOSED FIRE O N B 1 #5 00`� o / N �.' HYDRANT ASSEMBLY ♦ ♦ 3/4 STO BL \ w/ 6"x6" TEE ♦ 42 UN S W >' PROPOSED 6"x6" TEE ♦ ♦ N (� ! \ L PROPOSED 6"x4" REDUCER & 4" G.V.Lu LLJ PROPOSED 6 x4 TEE & 4 G.V. / O l i J � PROPOSED 1.5" METER VAULT � ♦ O \ ��� o 0 0 Z a o 0 o / o 4" FIRE LICE G.V. �Oxpp Lu PROPOSED 4" 22.5° BEND PROPOSED 4" G� �- L9 DI WATERLINE i <O ! PROPOSED 4" 45° BEND \� 'h w ST o RF \ 0 0 PROPOSED 4" 90° BEND " \ � o o V W J . oC i O 00 ♦ O r j, W o PROPOSED i� 4" DI FIRE LINE \♦ i A 23+00 Z) ♦ - \ ul U) PROPOSED WATER 22+0 - / ui (J� SERVICE LATERAL F _ 2 v v _U) PROPOSED 6" PVC GRAVITY l�li srX •� �00 SEWER LATERAL TO PUMP SYSTEMI— . 00 o ss � A � W Cn o' O BUILDING #6 3/4 STORY BLDG W / 0 34 UNITS NOTES: Q LL - / ♦ ` \ ��G CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD (D LL �G EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR W \ �rj� O�� \ / NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING p r1 a0\, \ \ y'i a GG� gj� \ ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR N 0 PROPOSED FORCE MAIN P P�� \ SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO Q \ PUMP SYSTEM 00 �C \ EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY I \ SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT row--- �-_---__ - -- - \ WITH THE ADJACENT PROPOSED CURB ELEVATIONS. F- - - - ---------------- LIMITS OF PROPERTY \ i 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL wrn Q i- �, ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO 0 w A INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING a vz) v FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS JOB No. GRAPHIC SCALE \ /\ ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE 172131 30 0 15 30 60 120 a \ DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE SCALE DEDICATED TO ACSA FOR PUBLIC USE. 1 "=30' \ 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE O ( IN FEET ) / \ \ STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE SHEET NO. I inch 7, 30 ft. BUILDING DEPARTMENT. 7 Li j H PROPERTY BOUNDARY (TYP.) � - - -_ - � p II � / - V ��� / 1-1 � V / ♦ ti / \SCOTT R. COLLINS'� 41 No. 35791 Yp � I NAL E IV , P, w --� w / f cc)0(y --- -- O _ - "/ / --- o - O C / C / 40 - 0 ck� a- / PETER JEFFERSO �� � i e -_' PROPOSED RETAINING WALLS = / U �� o / : -= (MAX. HEIGHT = 6') ~ w � i �/ } 4 1.67 \ \ PARKWAY WITH HANDRAIL/ � U)OQ � C \�N �� / 1 �� 4�0.�•• PROPOSED 8" ADS ROOF/ ;�� �,�6z �6° z L oo •.•• PROPOSED ADS ROOF/ _ / YARD DRAIN SYSTEM 68 / ^ ; ' •. YARD DRAIN SYSTEM - __ --___- ____ � - �0 I / � 70 470 ° r •4 4CID/ ►� 4 .0 PROPOSED RETAINING WALL ��, -'�� � 86 1'0 (MAX. HEIGHT = 6') .• o \ � 68 � � � ; WITH HANDRAIL � � • ••• _ o \ 470.67 9�o •••• - - - �� o / •'FLOW DIRECTION ARROW TYP. 459.0 \ YD-1 D O •• �' YD-2D ' PROPOSED RETAINING WALLS •• 469,0 �° 461.0 (MAX. HEIGHT = 6') \ YD 1 C o rn � I � �S�e�?i i` W W oC O LL i M i N M i rl O rn U W i Lu C Q Q ] 0 Lu W U) m J Q w - � z O g i F_ U) i W J CL � o z J W u) 4 HI W Lu > > LL _ LL_ O J co U) - \ 460.67 , Ln W � � C) C) \` V BUILDING #1 470.0- a N Mrn N ' PROPOSED RETAINING WALL 4 1. s PROPOSED 8" ADS ROOF/ o FFE=470.67 ' YARD DRAIN SYSTEM _q � � LLE=460.67 480 0 (MAX. HEIGHT = 6 ) - cb ,� WITH HANDRAIL YD-2A PROPOSED 20' PRIVATE 460.0 „ �'� �0.67t�•�/ STORM SEWER EASEMENT PROPERTY BOUNDARY (TYP.) °o k g. Z 0 �/V PROPOSED ADS ROOF \ / �� 461.0 /^�`;• � I DRAIN SYSTEM 470.0 PROPOSED 20' PRIVATE / m m ; ' EXISTING PRESERVED A 67 \i°° �n `� �'`ry STORM SEWER EASEMENT' .o •• ,ri STEEP SLOPES (TYP.) PROPOSED RETAINING WALL 61.67 ' ' d� k�g O (MAX. HEIGHT = 6') � � 451. � .r � •• � �� 460.0 PROPOSED STEPS (TYP.) ��� WITH H ND AIL % O ; • 449. o E w \ \ 458 PROPOSED RETAINING WALL ! �, 49 59 TC a V A 460.67 % �� ii'` b� N O 451.67 o o ^ \. C'7 J (MAX. HEIGHT 3) o ko (f ) A v A r s1saTc 24 � 0 451.00EP - CV f .�6 - EXISTING MANAGED B STEEP SLOPES (TYP.) i 66 4szsoTc � Gji. ,� ;� � � �` 4�1. ;' � . �0� ! � � 1 1 � � Q 457.00EP / Z _ A 456 �. o % �� CV O (o PROPOSED RETAINING WALLS 00 ���o �ti ;' (MAX. HEIGHT = 6') WITH HANDRAIL 64 BUILDING #2 451.0 Q 23 � \ 4 6.33 EP v 4 13.83 T �; FFE=461.67 i z w 65 v �� / 40 �� \ �6z 461.0 LLE=451.6� o; j Z v ° o% �� Z Q 0 J FLOW DIRECTION ARROW (TYP.) f Z _ J I- NO PROPOSED 8" ADS ROOF/ V i \ _ �x �1. I50 / a Cn Q W 43!'4 � -- 4 52.17E _67 TC � N ao 39 \ �' '- 38 ' � YARD DRAIN SYSTEM 00 � / � � ' W 442 L9 Q o. 1 Q O _ 451.67 i I �i O Z � �i`; ��'�•; 455.0 PROPOSED RETAINING WALL /. PROPOSED RETAINING WALL ° I � i 49.SOTC � � 4 s, t� ,EIGHT = 6 (MAX. HEIGHT = 5 x o 52.6 453.30 it (MAX.( ) / 449.00EP ) LJ_ � I � x s� � - / Y -2 � ; ` PROPOSED RETAINING WALLS 2.92 k WIT HANDRAIL \� WITH ANDRAIL ' PROPOSED STEPS TYP. 4s3.ao �.,, % HEIGHT = 6 I--1 (TYP.) �7�3s ♦� / / \ �61.0 2,� / 34 / (MAX.(WITH HANDRAIL) 22 , / o V ' - / NLU 60B 43 61 ss �_� ' O� 0 / EXISTING PRESERVED 60A i� S�e' PROPOSED STEPS (TYP.) r ry Lu i 4s2.4 �451.0 s' 0 SLOPES (TYPICAL) 1 u, 454 0 T ,� 452.3p 37 / / / / �q / / o I a r , 1 \ �� V / / / / �cti°/ H PROPOSED RETAINING WALL / (MAX. HEIGHT = 4) PROPOSED RETAINING WALL � Lu � rr nn HEIGHT = 6' � / ° -' V WITH HANDRAIL 454. (MAX.( ) ��' �01 44 33 _ / / ✓ 0.66 C as .60 i WITH HAN RAID 6 / (/ LLJ O r / / :1 x / "Op / '�C/ 20 / EXISTING PRESERVED 1 �," ry O STEEP SLOPES (TYP.) / / 59 444.6 CLUBHOUSE�- 430 �i �� a o �� / 44 00 T '✓ '� PROPOSED RETAINING WALL / j / FFE=454.67 �� 32 �/ / 9' / / HEIGHT - 6 / / / � � ,` _ / � YD-3G__-- e�o � � , Q. / Cow 4�30.6 (MAX. - ') LLE-444.67 36 m--45.50 4 �� 446.50EP A ,� 446.83 EP / �� f� 0.66 O I WITH HANDRAIL i J / �� 2-���� f �" i r / �' 54.67 i Tc / aa6.00EP _7. / �x PROPOSED ADS ROOF/ ��' Lu 446., 445 :OTC ' \ / / �� 0 as :9oEP YARD DRAIN SYSTEM Q LL \ r O PAD- 4 . PROPOSED 20' PRIVATE �� i� o 444. c / / / I/ / 0 / 4 15EP / 444.67, ��/ STORM SEWER EASEMENT 445,SOT a / Q U I 446. � / 4.00 A 444.25EP / 0.66 O 444.15 `� / �x00 440� 44150T M / 9 / 0 0.6 ' SAD= I� � / � � i � I/ � � 441:50EP �/, 7 YD- 1 / �, I s 444.67 / 4Xe , PROPOSED 8 ADS ROOF/ o / / 31 / / 41 33 4zo YARD DRAIN SYSTEM ; = A / , a4l.sort i / / / 446. 35 \ / P / , �43.6 � � 441.SOEP Ala / a / 444%T� 0 ~ EXISTING 100' STREAM BUFFER (TYP.) ' / if u� �� _ i/' /�' / / O i� w Lu / 4f�0,42kP V �y U i BUILDING #3 /Lu �•�� /' N w � � � i i i ' / / � \ 441.33 � � i� / � O w 03 FFE=446.67 /` 43.42 EP 30 43.75T 440 /� �,� / GRAPH SCALE ` POOL ELEV=441.67 , �/ , o / I / BUILDING #4 0„ i a , � � � / ,/' ��; 172131 � JOB NO 446.0 � / �' PROPOSED RETAINING WALLS r / r/ ;' O 4 .66 = �/ 0 15 30 60 120 '�► � � /. , / � �I / FFE 441 33 � � sca�E (MAX. HEIGHT = 6) �� , I� �- , FT - PROPOSED 8 ADS / /� = 31 .33 0.66�/ ►►=30' LLE 4 4� / ■ ■ ■ ■ YARD DRAIN SYSTEM 29 ROPERTY BOUNDARY (TYP.) �" �;� ■ I m 8.42 / j �� �� � � � �/ � O 438.75 EP �/ �� �/i '� 1 incT FF\ 11SHEET NO. %VIATCHLINE -SEE SHEET 9 �� - ooz I)k ___l �' 8 �� 8 / / x 43 , 60 \ HKUHUStu Kt I AIN INU VVA \, PROPOSED RETAINING WALL \ / / (MAX. HEIGHT = 4)/ (MAX. HEIGHT = 6') 0.66 WITH HANDRAIL 454. �� / WITH HAN RAIL \®® �� b / 44 60` / x i Lt�t 33 20 O EXISTING PRESERVED 3:1 N / \ O ES TYP. �, � 439.67 EP � (TYP.) / / 59 � ;" I I 444.E CLUBHOUSE \ ,, � i \ \ �% \, / / �� PROPOSED RETAINING WALL / 430 FFE=454.67 �� 32 \ /� �Q- S� T \ c 440.( T (MAX. HEIGHT = 6') / - YD-3G__-- \ LL 444.67_-- �� 36 \ / \ WITH HANDRAIL M 445.50 446SC\ 446.83 EP / �� 0.66 i ' 446 P S, i \ i 47� T / N 5�/0 ' 20�0 V / \TC / 4 .00TC\'� / � � N 446.00E oe � -_ O v 54.67 �x / PROPOSED ROOF% \ AD✓',,�� 4 4. /\ �i 4� I� 4\�C / YARD DRAIN SYSTEM \ p PROPOSED 20' PRIVATE ' oo j��� _ . �' 4 5EP 444.67 � %� STORM SEWER EASEMENT \ �� 446.67 445,sOT ,mod �a44.z / 44�.00 \ \ 444.25EP O / ♦/ / 444.1s4�0. \ \ i � / � 441 60T '� � 1 9 � � O 0.6 / 58 �� PAD = \�; ' 1YDi / 441a0EP / h i 4x ' PROPOSED 8" ADS ROOF/ ' ��� 444.67/ , o / 31 �! /� % 4ao ' YARD DRAIN SYSTEM // 6 a \ / � ' 441 SOEP 4 4.7xiT - ♦ e� , EXISTING 100' STREAM BUFFER (TYP.) \ /' .' ❑ X. 1 O BUILDING #3 441.33 / ./ FFE=446.67 / 4 \42 EP 30 ,, /� O� / POOL ELEV=441.67 4s.75 T 440 ��\ - \ W BUILDING #4 % o, 46.0 / �O a° V \ O / /i O PROPOSED RETAINING WALLS , , 44 .66 FFE= 441 .33 (MAX. �-HEIGHT = 6') � / ; ' �\ � , �` >T N PROPOSED 8" ADS LLE=431.33 66; Vr V 6 �� YARD DRAIN, �i 29 / / ■II ■II■II■II■III / PROPERTY BOUNDARY (TYP.) / �� 4W��i 8.42 EP \ ���/IATCHLINE - SEE HEET 8 �o 0 438 438.75 F / 2� 56 4I ��� �`/ ��x � �� O / ` _ = � 446.67 \ f � i o \ 440.66 PAD 46.42TC 411.0 r ; ; 92EP / Yi ,PROPOSED8" A DS 446.67 i \ / ROOF DRAIN SYSTEM O i 0 11.20TC 83TC 4 o.7oEP ��0'3 O� FLOW DIRECTION , ARROW TYP. ri 0000'/ / OX 41 ��� �x� � oo � � 1000, �408.60TC \ � 17 1.3� i 408.60EP _ �� -_ � / �l O PROPOSED 20' PRIVATE,- \ � _ STORM SEWER EASEMENT 4Bg.85 / �A PROPOSED RETAINING WALLS S 51<o - _ z - \ ,PROPOSED RETAINING WALL \ / i 408.83 \. \ i 434.35TC 00 r A'�' V�\ ( ) MAX HEIGHT = 6 \ MAX. HEIGHT = 6 , I i °p� O SCOTT R. COLLINS`- No. 35'791 � ��S\ONAL w 9 RZA ,1 M N N Z) J ri rl O U _ w co co ¢ Q Q z ZO U) 0 0 w 0 F- F- CO Q O � g z z a w w � cUn w w 0 0 z (H� o �;, o o g / z Z U F- W L Q J 0 0 z w w Z z m m w - w Lu - w O J co 33ER - HANDRAIL ( - ) \ 26 33.85EP /t O 51 ti 10 , , \ alo.00rc WIT HA L WITH HANDRAIL 434 s 446.0 446. 4 12. 4 ^- /\ 408.16------�A 4o&a»C \ \ •��� . CO �� - - - - 43 .66,E - LIP 09 OEP,, O / A - `�/ .17EP � / � �j \ ; � ♦tee I a :i � � i \ 43 EP `7��e �' , ��410.OsOoT 0Ps 33.637 442 34.2J55T 4333 TC- --- ---- ---- -�\, ' i \ . e o 25 / O k�\ 4b8.16 9 \ \,. w 436 B `• ; _ 28 Y -- - -- - w L p /'46.0 27 O 3" \ << ��V PROPOSED RETAINING WALLS ¢ n 00 ri r i , 15 + \\ 4 e z o � \ `• ; , � � '� \ \ � � � 7a w � 9 ��. ! ,6 . 4ao.5o EP � 43z -� �_ (MAX. HEIGHT = 7') PROPOSED RETAINING WALL \ \ /' - e 420 x; 4 =�3� �30 �N WITH HANDRAIL ,- ' X�i (MAX. HEIGHT - 6) /�\ ..,.,. 08.33T / - - /,, 4�2 X4 s ` 0 43 Q32 1niiTN Nnnmanii . z L9 Q / 1 - - y '♦♦v KVUr UKHIN JYJ I tNl 8.83 \ \ % / / 4p0� 1..` �40 \ ♦ 412.4TC 391.9 TC A�� ♦♦ `•�� 1� / 411.9EP �� 1 1 1 Q / 420.00 o _ 16 • • ■ N 391.90EP ♦ \ 412.70TC 412.5TG PROPOSED 20 PRIVATE co { \, % ` �' ♦ 7 41�, ER 412.20EP 12 / \ M STORM SEWER EASEMENT `� \I ,' I � `s BUILDING #5 4 $.1� i ' o 398.83 FFE=408.83 M (� 44 Sro°� 49 �' _ .A �z��� 390� N o y LLE 398.83 e� - - - 0 390.20T a \ �i O` 00 PROPOSED ADS ROOF/ `♦ V 9 M g�N aspj. A A�.0 YARD DRAIN SYSTEM 6 - - - - - 4�4 3$'* d' z / 45 46 39o.osrc =.. 48 \ �O 398.16 `♦ A/ / / - - 39� 1--1 X 395.17TC O ♦ A N 89.55E 3 \ 94.67EP A.. �_ �`• _ \ ♦ / / PROPOSED RETAINING WALLS g� \ V '�� O .� / - 3 O i 43 _ _ \2�0 ��` 3s 75TB �� �\ 89.67 EP \ � `� �_ �� / / 422 ( ) 1 MAX. HEIGHT - 6' \ o WITH HA DRAIL N fT�- � .00 C � \ �98 ♦. -_ 408.16 _ 8.50TC vio ee N (� 388.00EP r O �O ,- o \ EXISTING MANAGED Q 42 i 3 .2orc /V O` > 3� P SLOPES (TYP.) / 380 / R 1.5%\388.40T i 398.83 STEEP TYP.LU 387.90EP \ PROPOSED RETAINING WALL \ ' w 388� OTC (MAX. HEIGHT = 4') O - -- - ° / - 4 �J Q EP v , 41 i 87. JS1Tc V ♦ 0 391.40O vrc � � i �. 390.67EP ♦ _ Lu LIB '°, 6 V \ 38♦ ; SEE MARTHA JEFFERSON HOSPITAL APARTMENTS �-- PROPOSED 20' PRIVATE \ L9 Q � �_� VSMP PLAN (WPO-2018-27) FOR POND DESIGN INFORMATION � Q STORM SEWER EASEMENT 394 I♦ J � a / O G \ 1� � � � (� \ � � � , z 73 R �' � PROPOSED LEVEL II J O I-1 0 4 9� �5 8 76A 1 - VDOT CLASS I RIPRAP WET POND SWM FACILITY Q m O %'\ z Q H \ - -OUTFACE W/ GEO-FABRIC 3 ��- PROPOSED VDOT STD. EW 1 \ Z \ s-.33ECP \ y R\89.00 EP - �� 0 � 386 UNDERLAYMENT I .� \ - L=55', W=8', D=2' WITH RIPRAP OUTFACE � � 3 U �Z ) 389.33 T \ CIO I W _�( i i�� null � � W i° 385.5 � moo. � �0 � \ i� ]�' PROPOSED VDOT STD. EW-2 ,�� O 384.91 00� / O � A 75 6 �388 3 / WITH RIPRAP OUTFALL 3$ V O yt 77 78 W O m 00 384.58TB � ; , �, 38 .17 E PROPOSED 8' ADS ROOF/V A 3 7�5 TC - ��� PROPERTY BOUNDARY (TYP.) �� ���, \ YARD DRAIN SYSTEM / U) I --I I d� + ul 84.75TC 74 `. \ �� 3 �0 1p / / \ - - - PROPOSED RETAINING WALL O \ % \ , 22+ - \ C� (MAX. HEIGHT = 6') 85.5 `� - _ N \ / LI_I 3 4� / BUILDING #6 '�,, � �' � � I - I � O 2 FFE=385.58 e ♦ LLE 7 � � v __ - - 374 " �� . O =3 5 8 384.91� i I � / - 2gx 37 8 O - oo 36� v / GRAPHIC SC.AI,F � z i 30 0 15 30 60 120 lk ui �� --`` <\ o O 7 .91 V 384.50TC 80 V - s\ �� P 372 o/QILL. 1 inch 30 ft_ 4.91 Ile Lu YD- B A� \38 �� `` 375.58 \sr"0� PROPOSED VDOT STD. EW-1 N �Tw / \ WITH RIPRAP OUTFALL 76 - -- _- v?N -- g".e 384.91------------ 386- ---- mum U-1 O- -�- I PROPOSED SWM DRY O w �� - "' PROPOSED ADS ROOF/ PROPOSED ADS ROOF / / I � � - DETENTION FACILITY �" �CL z YARD DRAIN SYSTEM FLOW DIRECTION DRAIN SYSTEM / ' I � / V - \ � A � P � ! CL (1) ARROW (TYP.) / I \/ \ /\ jog No. SEE MARTHA JEFFERSON HOSPITAL APARTMENTS / �AV1 \Z 172131 i VSMP PLAN (WPO-2018-27) FOR POND DESIGN INFORMATION°�%SCALE VDOT CLASS I RIPRAP l� I I ' \ \ V _ , % 1 =30 OUTFALL W/ GEO-FABRIC I I I UNDERLAYMENT SHEET No. L=36' W=8', D=2' I / " I \ r i i i EXISTING STREAM = 1 1 1 A \, 0 9 s EXIST. GROUND EXIST. GROUND GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY, IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3, SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EA SEMEN TS PRIOR TO ACCEPTANCE BY THE COUNTY, ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCH TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCH TION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR 1.5" SM-9.5 SURFACE COURSE 4" BM-25 INTERMEDIATE COURSE 9.5" 21-A BASE COURSE COMPACTED- SUBGRADE ASPHALT PAVING NOTE: PETER JEFFERSON PARKWAY PAVING MUST MATCH THE EXISTING PAVEMENT SECTION. PETER JEFFERSON PKWY DESIGNEE, IT IS DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. ASPHALT PAVING SECTION SHALL MATCH 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). THE EXISTING PAVEMENT SECTION 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 2" SM 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION SURFACE COI DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT 3" BM EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. INTERMEDIATE co 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE BASE cc ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE CSUBG l COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. sueG 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ASPHALT PAVING - TR A VE L WA YS ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL /S ENCOUNTERED IN THE ROADWAY, /T SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINA GE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRI VEWA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EA SEMEN T SHALL BE CLEARED AND GRADED TO THE SA TISFA C T/ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NA TURAL WATER COURSE. PA VEMEN T,• 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY, ALBEff.4RLE COUNTY 0EYV RAL CONSTRIlCT10N NOVAS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT INCLUDING DEPTH AND DENSITY UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. POINT OF C/L FINISHED GRADE 3:1 1 /4"A' EXIST. GROUND EXIST. GROUND 10, 10' (TRAVEL LANE) I (TRAVEL LANE) TYPICAL TRA VL'L#rA r SUCTION PROPOSED DRIMEII'AY ROAD ACCESS DESIGN SPEED.' 15 MPH POINT OF CG-6 C/L FINISHED CURB &GUTTER 3; GRADE EXIST. GROUND 1/4":1' 1/4":1' 2% 3�1 �- �e� PLANTING 4" VDOT 21A STRIP EXIST. GROUND 10, 10, 91 STONE BASE (TRAVEL LANE) T (TRAVEL LANE) (ON -STREET �_VAR. WIDTf PARKING) TYPICAL TRAVZ7LIYAY SECTION ARGUELLO STREET (PROPOSED PRIMATE TR.4 MELIY.4Y) DESIGN SPEEl> 15 ffPH 5' WIDE CONCRETE SIDEWALK 4" VDOT 21A STONE BASE 29 NO SCALE 2" SM r SURFACE COI 3" BM INTERMEDIATE 5 BASE CO( COMPA SUBG1 ASPHALT PAVING - DRIVE AISLES NO SCALE 2" SM-9.5 SURFACE COURSE 8" 21-A BASE COURSE/% COMPACTED SUBGRADE ASPHALT PAVING - PARKING SPACES NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT ES U X. NE B AOSE COMPACTED- SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 6" MIN TOP OF 4" 2" R CURB a-n A65181E C016T. 1" 1 a 3 A4J 5E'E"9 ANEET IV FOR DETMLS TANGENT PLAN srD. a-z u r-m s-D'• CROSSWALN D K of c a: t TYPICAL PLACEMENT AT INTERSECTION Yx WITH BUFFER STRIP SECTION A -A THE SELECTION OF cure TYPE AND THE CON -ON OF THE UL�ILITr STRIP P- vNtY TO 1EET -TAG MW COHpMINS OY CEETPoCS ..IOINC TIE MANSIONS AIO POPES ARE AS NOTED. NOTE: SEE GEET tOF � 5 ON tIE DETECTABLE WMxNG SMFACE, PARALLEL APPLICATION TYPE C & PERPENDICULAR LENGIH •" CURBFEELS„ CURB B t3 i5 15 15 %TAT k'..Y' wOIER I..t` EDGE OF PAVEYENI Txx.sAE As I. OF wlre T15 COYBNEO IPMNLEL N PERPEIIpWLARI OESIGN FOR ALTERATIONS ­E USED C AOOOIYIN BDy N IXS-1.THE SNORTO PERPENTTOK'uM NN TO THE 6TREET TRµ BE P�iEo 15WI ACE. LANDSCMEO SETBACK OR CONECTED TO THE SOEWkK NOTE: TIE REOP-13 LENGTH OF A PARALLEL R.N.P. LIMITED TO R FEET.REGAi0LE55 OF THE SLOPE. CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION oz Face of Curh Invert Line bin tin 18in R1it31n I R 1 1t 6 in 12 1 - - _ - -,. * . _ ,,r •--'4--., .R �. .: A. • ter. ti I Builder's Option_ Area may he concrete. Bottom of curb may fallow slope of sLUh-base provided a minimumdept of 7 inches is maintained. N 1ft0in 2ft0in Rolltop Curb � n 6" - d STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) LOCATION FACE OF CURB BUMPER - BLOCK PAIN PER VDOT SPEC. ACCESSIBLE SPACES HANDICAP SPACE DETAIL PAINTED TRIPE YPICAL) NOTE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 $100 - $500 FINE I FINE HANDICAPPED PARKING SIGNS NO SCALE 4" COMPACTED AGGREGATE 2" SM-9.5A BASE COURSE, VDOT J21A SURFACE COURSE i ' COMPACTED 5 SUBGRADE CLASS A - TYPE 1 LOW -MAINTENANCE PEDES TR/A N PA TH WA Y DE TA /L NO SCALE 2" STONE DUST WALKING SURFACE \\ \\ \\\ \: \\ \: \\ \\ EXISTING GROUND 5 �l CLASS B - TYPE 1 PRIM/ TI VE NA TURF TRAIL DETAIL NO SCALE 13" d (VARIABLE WIDTH) 7" 4 d < A. 4" CONC. %AA%AA%AA%AAj 1E 6» 2 DOT #57,#68, OR #78 STANDARD CG-E STONE BASE UNDER CURB 4" 21-A STONE BASE CURB & GUTTER & CHECKED BY VDOT CONCRETE SIDEWALK NO SCALE PRIOR TO PAVING AND/OR 13'x36' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE d �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL 5' WIDE CONCRETE SIDEWALK 4" VDOT 21A STONE BASE 5 CG-6 POINT OF CG-6 CURB & GUTTER CIL FINISHED CURB & GUTTER N GRADE 6' PLANTING STRIP 4 VDOT STONE BASE 6 10, 10, (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C TYPICAL TRA V Z rAY S..�'CTION TRAMEL#rAY A PROPOSED PRIMATE TRAMELNr,4Y) DESIGN SPEED.• 15 &PH 4- S E NO SCALE T, GROUND EXIST. 5' WIDE CONCRETE SIDEWALK g: t 2% 6' PLANTING STRIP 4„ VDOT 21A STONE BASE EXIST. 6 5 GROUND WP-2 BACKFILLING. NO SCALE ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12"x EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING - - ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE -------- - COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1I/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY T�1E ENGINEER. 5. THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 305 303.02 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 TOP OF CONCRETE MIN. WALL 42" SITE RAIL GRADE 11 I I I I SITE WALL XALL RAIL FAASTENIM DL'TAIL NOT TO SCALE TREES SHALL BE PLANTED A MINIMUM OF 0.4 x H DISTANCE FRCM BACK OF BLOCK. SHRUBS MAY BE PLANTED ADJACENT TO WALL, BUT SHALL UTI LIZE WATER PROOF BARRIER BENEATH PLANTING'S WITHIN 0.4-X H DISTANCE FROM WALL L0`IA-PEPr-1EA.BILITv SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC UPPER WALL STRUCTURAL BA,ICKFILL LOWER WALL H FINISHED GRADE 1�1= I !` VN- _4" DIA. DRAIN TILE .3 TO .4 OF H (TYPICAL) WALL PLANTING DETAIL 00 z O G Q O w O--) C2 O LLI O a O � I oCn Iw Ln OO -12"- RESERVED PARKING m VAN ACCESSIBLE REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED 0 �/\/�/.//\� 4" M N, HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES GR-2. 2A x 27y4" MIN - 28Y4" MAX RAIL HEIGHT 6,_3:, 6,_3., 3•-P/z" 3'-1yz" 3'-1%z' J'-1%i' II II II II II II III II J J IJ J IJ IJ IJ IJ fsCOTT R. COLLINS'� U No. 351791 1��Als�VJONAL 1 �G M -1 E L Z 0 11 L O�zzz M U LU LU F O O e Z J U) U) C cn z � a In- r, L I- U- = = L W LUJ � Q LU a LU a - o 0 Lu Lu P- '-' j j L LU LU GR-2 GR 2A Q Ln oo M N (6'-3" POST SPACING) (N-4/z" POST SPACING) < N +-I M MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' rl rl NOTES: z GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAR BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO, 501.05, x OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD T AI USING ADDITIONAL USING NESTED RAIL FOR OETALS OF RAIL ELEMEL9 NT RAL SPLICE JOINT AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS.501.01 ANb 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE W-3". BETWEEN 5 FEET AM 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. P4$r SHALL w NOT BE SET WITH A VARIATION OF MORE THAN /i' PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS. AND POSTS SHALL BE SET AND ALK;NED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. R- H T T ALL GR 2 AND G N RAIL S ALL BE MAINTAINED D A A HEIGHT D RAN MIN - 28 "MAX AS MEASURED PER STANDARD GR-N5. ALL W-BEAM RAILS SHALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD OR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30t1 15+1 NI 60 B. 260 14;1 • 50 6.5' 21:1 11�1 • 40 5' 16:1 8:1 # 30 4• 13+1 17�1 co - C') V / N J +N SUCCESTED MAXIMUM FLARE RATE FOR SEAR -RIGID BARRIER SYSTEMS. J �VDDTA COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPE ANI G ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE sHEEr , of 2 REVISION DATE (STRONG POST SYSTEM) 2211 N LL 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION (D CC-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING (� I HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED ECG-2 OR CG-3 IN LINEAR FEET) N V l GENERAL NOTES: DETECTABLE WARNNG SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RMIP 72-7 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG.12 DETECTABLE 46�1 MAX WARNING SURFACE AND SHAL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR 15 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 B Uj THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10+, INN. PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS CENTER TYPE A LLI 5. REQUIRED SIDES BARS ARE TO BE LNO. 5OOK X 8" PLACED 1'CENTER TO CENTER ALONG �/ BOTH SIDES OF THE RAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR r / CONCRETE COVER 1% ". J z _j 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS J_ _ ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12l BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 1211 MAX S AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, i )A OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS v AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BENND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL W UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL , ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS. Q 8. RAMPS MAY HE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12�1 MAX O THAT THE SLOPE AT THIS CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 5' X: X: 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT 1 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK _I E,�x TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' PINATX( .2" HIGHER THAN ^ TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT Q 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT,-K)( ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. u 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIACONAL), TYPE C r1 4' R 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT COINC INTO THE TRAVELWAY. THIS 4' x 4' v J LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME / \ 12. ALL CASES WHERE RAMPS INTERSECT A RADIAL SECTION OF .6"-2.4" C-C v 1 1 1 CURB AT ENTRANCESS OR OR STREET CONNECTIONS THE DETECTABLE -.1 E ■ ■ O WARNING SURFACE SHALL HAVE A FACTORY RADIUSOR BE FIELD O 0 0 O 0 O -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - / THE BACK OF CURD. � - It000000000000 1�.".1`/ Ue o 0 0 0 o Q Q Q 0 0 0 0 LANDING RAMP O O O O O O 0 0 0 0 0 0 0 0 O a + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W FAE 5TE000000000000000 J 10X-65X OBASE DIAMETER C, C, O 0 O O O O o O o O O O O '1-TOP�� DETECTABLE WARNING o AT BACK OF CURB PA VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. BASE DIAMETER TRUNCATED DOME Y OMITS DETECTABLE DETECTABLE WARNING DETECTABLE WARNING V ) INSTALLED ON A RADIUS DETAIL DETAIL SPECIFICATIONin - F-I ROAD AND BRIIDDGEE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET , of s RFVIs1aN DATE (GENERAL NOTES) D5 w 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 O O, ^ LU V 1 0. LU IIIIIIIIIIIIIIIIIIIIIIIIIII Q ,� V LL 0 LU o Q 2 U uj �0 W 2 CL U) JOB NO. 172131 SCALE AS SHOWN SHEET NO. 10 ROADWAY I o = PAVEMENT m _ I=11� ~ COATED STEEL BAND OR STAINLESS 42' MIN. 0,25' MIN. THICKNESS STEEL CASING INSULATORS 42' MIN, STEEL CASING 12" CONCRETE FILL - BOTH ENDS I -: . 1 2'-0' 1 7' OR 8' 1 7' ❑R 8' DUCTILE IRON PIPE r� 18' ❑R 20' JOINT ❑F RESTRAINED JOINTS) 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2, ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT, WATER BEVELED UNITS la' MINIMUM EXTEND GEOSYNTHETiC REINFORCEMENT TO WITHIN 2INCHES OF THE LOWER BLOCK FACE 10" MINIMU ­­_, Anchor /TM Diamond° x \REINFORCEMENT CONNECTION WX(NOT TO SCALE) and'^' ANCHOR W ILL SYSTEMS. ANC 10.6° REINFORCEMENT LENGTH FINISHED GRADE ETI REINFORCEMENT GEOSYNTH C 4" DRAIN TILE (ELEVATION VARIES) I� 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Wos = WIDTH OF OVERSIZING De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHETIC REINFORCEMENT Wos=(2*De) +L+6" - Wos AnchorTM Diamond° X �1:1 EXCAVATION OVERSIZING W(SCALE:3/8"=1'-0") 11,11 ^^.ANCHOK WAN. I, SY111111, INC X Anchor TM Diamond° X TYPICAL BASE PREPARATION WX(NOT TO SCALE) CHn1 'I ANC'HOR \VALE SYSTEMS-INC- DIAMOND PRO (TAN) SEGMENTED WALL DETAIL SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL 45'O'0" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH- REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE B„ 4 1 INITIAL BACKFILL 4'MI g" B„ B„ SOIL, MIN. MIN. MIN MIN. #68 STONE :GRANULAR FILL AS 'O.:Y•' APPROVED BY ACSA ST I aCK' STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING CD- 2 -f LIMITS OF PAY FOR OUTLET PIPE 0 PAVEMENT '6�' TOP OF CUT SUBBASE TOE OF FILL UBGRADE FILL COMBINATION UNDERDRNN 'M ,�I� DITC (TYPIC�AL)�' T' SHOULDER LINE LINE I I EDGE OF PAVEMENT ' 90' TRAVEL LANES COMBINATION UNDERDRAIN CD-2 ON FILLS CENTER LINE SECTION r (WITH TYPE 1SELECT MATERIAL) I'J EDGE OF PAVEMENT Tly SHOULDER LINE TRENCH PLACEMENT PICK �I TOE OF FILL -PAVEMENT SURFACE 4 BASE 0 0 0 0 0 0 0 0 - SUBBASE ITS OF PAY FOR OUTLET PIPE -*a •o•o- z2a,f o-o•0.26 ;6* 00.E-SELECT MATERIAL TYPEIORX PLAN VIEW SHOWING PLACEMENT OF p_ ^ •57 AGGREGATE• •8 AGGREGATE OR CRUSHED CD-2 UNDERDRAIN GLASS MEETING •8 GRADATION REQUIREMENTS. GEOTEXTILE T_O DRAINAGE NON -PERFORATED OUTLET PIPE FABRIC OR -PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 o f SUBBASE OR CEMENT STABILIZED SUBBASE o • o• o o - o - o - o - o - "� SELECT MATERIAL TYPER OR SLBGRADE (CEMENT OR LIME STABILIZED) I• WILL THICKNESS (MIN) - INCHES N57 AGGREGATE, •8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING •e GRADATION REQUIREMENTS. IN6MTESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. RMNR AGE 1'-0^ GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN.(39 DESIRABLE) GRADE. RIDGE CD_2 SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD- 5'-O' OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. YPEI 5'-0 SIZE NO. 21B IS,, MIN. MATERIAL TYPE 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ILL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN REFERENCE (AT GRADE SAGS AND BRIDGE APPROACHES) 232 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 TYPE OF PIPE CRUSHING STRENGTH .T 4" NO DIAMETER " NAM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 P51 ItMiE 70 PSI *** 60" 36• ~I d Q O Q (22.5- FOR COMPOUND METER) 18 MIN, m ITS' 12" MIN,, WINGNUT LOCKING ASSEMBLY 1 ( 44" MIN. 37" MIN. if BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (211 METER) NTS FIG. W-7C NO SCALE ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. Q 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. NTS FIG. W-2 I r\ SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0,15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 81, 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 1 2.16 1 2.67 1 0.13 90 4.83 3.83 3.42 0.83 1011 & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-2 TD-3 c-1 NOTES WHEN A PEDESTRIAN ACCESS ROUTE - CROSSES A OENTRANCE SLOPE L I 1 THE CROSS SLOPEPE SHALL BE 2/. FOR A WIDTH OF 5 FEET. A ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD -"''.•' WATER MAIN x VALVE -� P, 3 24" MIN UNDISTURBED EARTH PLAN 4 17777�'] CLASS A-3 CONCRETE 18' MIN 8" ELEVATION UNDISTURBED EAR SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 13 �l STREET APPROACH SAME SURFACING GENERAL NOTES VARIES NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42" IN ;' 6" GATE �•N VALVE A. TEE 2500 P.S.I. CONCRETE BASE AND THRUST 3 BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FRAME & COVER (SEE FIG. S-I-D,E) N.T.S. FIG. W-4 TD-8 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. a• FINISHED GRADE -\ oI I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II u n M.J. GATE VALVE NTH 0� T SCOTT R. COLLINS'� ,00 No. 35791 "LL, ZONAL E WATER LINE d L P �b I I M ,H F 2500 P.S.I. N N CONCRETE d' e 2'x 2' BEARING AREA. THRUST BLOCK •4 � VJ Lu Lu e o e COQ2: a z Q` e H•-I Cl- O z z NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. U I1 W W F C) ~ O O ` TYPICAL GATE VALVE V1 U) u u` NTS Z O J Q (./) Lf) E FIG. W-5 (n d o- 0, L Lij --I LLL Q LU- W d LU W I1 L TD-9ui W W z L - > > L fRADDS TO BE AS o C AS MAINLINE ROADWAY (SEE NOTE 3) VALVE BOX SHOWN ON PLANS) y 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 J - _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO 4" DIAMETER BRANCH STREET SURFACE OR z - SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND VALVE--, NON -PAVED AREA ONF G R T O / CG-2 OR CG-6 ( TE 0 C I U A N. 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE B 0 --- SIDEWALK USED WITH THIS STANDARD. SIDEWALK (SEE NOTE 5) rc I OPTIONAL UNPAVED SPACE MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE - - (n FLOW LINE - ----- 3. R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CM BE EXPANSION B EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT 4, RADIAL CURB OR COMBINATION CURB AND GUTTER - - I NOTE: WIDTH "B" 2'-0'. OR AS MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A-I(al WATER MP PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10* PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADBSHOULD BE INCREASED TO 7". OFCG-13) EDGE OF PAVEMENT OR 8 % MAX. D OPTIONAL FLOW LINE GRADE CHANGE ® _ _ - - U 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ - - - MAINLINE ROADWAY - - - - - ( - - - -NOTE 7) HESEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS TENTRANCE. 8% MAX. ® _ GRADE CHANGE D 7, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN ALLOWABLE ENTRANCE GRADE "•-�� D TABLE. THESE VALUES ME NOT APPLICABLE TO STREET CONNECTIONS. 5' MI 20' MINMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES B. WHEN CC-111S USED FOR STREET CONNECTIONS, THE PVC SLEEVE M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE MOOT ROAD INCLUDING STOPPING GN SECTION A - A SIGHT DISTANCE AND K VIALUE REQUIMANUALREMENTS.. 9. OPTIONAL FLOWUNE MAY REWIRE WARPING OF A THRUST BLOCK 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. 2" B ALLOWABLE ENTRANCE GRADE CHANGES VALVE SOX 1. \ Y1 -� CLASS A3 CONCRETE .) C-- CRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE I MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD 5 3 % 6 % LOW I LESS THAN 500 VPD 5 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL GROUND LINE x TOP OF FILL TOP OF FILL F GROUND LINE x �- GROUND LINE I o c TH r Ijl r a ROCK OR UNYIELDING - SOIL c - - rr EARTH - o REDOING - MATERIAL c MIN. 1/)0 D a X D X BEDDING MATERIAL MIN. 0 % D X BEDDING MATERIAL MN. 1/10 D o tl X D X NORMAL EARTH FOUNDATION PER 1'OF H w,fiN. W. MA%.24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE N. 1.5 x D MN. 1.5 x 0 MIN. 1.5 x D MIN. 1.5 x p MIN. 1.5 x D MIN. 1.3 x D TOP OF FILL TOP OF FILL TOP OF FILL r/r/rh X/rrr/ - "'1 /rrrr rr :r:•:�:;: - :?�{: ////'•:i'::::(:ry- rr//rrJN/JJJr /Jr/rr/r//N/r - //rrri JJJ//J rrri/rrirrr/r - = JJJJJJirJr/ Ji%JJJJJh•� Nrr/ JJ JJJ ;. - - / i irr +L•i1 • • %J// . rX 'tt�:•~: �f = r/ •"1•':• GROUND = O :::'•~Y:' LINE rr/ :ti°y::•'1:GROUND ::. LINE - r//rrrrrr d rrrr/rrrr -GROUND LIKE ix c EARTH MN. 1/10 D X 0 X BEDDING MATERIAL NORMAL EARTH FOUNDATION �. MIN, 1/10 0 _ ROCK OR UNYIELDNc Y �� PER - - _ * SOIL V OF H % D % MN 8'•, BEDDING MAX. 24" MATERIAL ROCK FOUNDATION C / / - it - MIN. 1/10 0 KID III �� rr MATERIAL EARTH FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL 8EDOING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE EMBANKMENT NOTES SPECIFICATIONS. DANCE REGULAR BACKFLL MATERIAL N ACCORDANCE FOR GENERIC NOTES ON PPE BEDDING. WITHH SECTASS I TIION 302 OFACKELL THEE ROAD ANRIAL IN °D"RIDGE TAL WITH SECTION 302 OF THE ROAD AND BRIDGE µID ISTOKMLATION SEWERTGENERAL NOTES SPECIFICATIONS. I ON SHEET 107.00. SPECIFICATIONS. FOR ALL OTHER PIPE REGULAR BACKFLL MATERIAL FOR PLASTIC PIPE = I N ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED CLASS CONFORMING TO THE 6" MINMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY SIZE REQUIREMENTS FOR CRUSHER RJR AND BRIDGE SPECIFICATIONS. OVR PIPE AND 6" REGULAR BACKFLL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE R 12" OF CLASS I BACK FILL MATERIAL USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ftDPD AND STANDARDS L INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL METHOD "A" VIRGINIA DEPARTMENT OF TRANSPORTATION IFICATION ERENCE F2�10.1� SHEET I OF 4 REVISION DATE 07/19 g701 ❑ W H_484 -75 �._ R484-75 MUST SLOPE AWAY FROM STATION 3.2' (81 MITI) 42.4' (1077 mm) INVERT DEPTH 74.7• (1897 )Tun) 43.3• 1100 I m { ) DESCH33 32.a• (8 INLET DISCHARGEE tt 7!4 � 47.5- - �{ APT, 55 (X2) (1207 FBI INLET: EPDM GROMMET FOR 4• DWV PIPE (STANDARD) 01 51.4' (1306 mm) SW PO T2/88/10 8 Ut8 CONCRETE BALLAST MAY BE REQUIRED °R a�cro DATE SSUE SEAL SEF INSTALLATION INSTRUCTIONS FOR DETAILS MM NOTE: DIMENSIONS ARE FOR REFERENCE ONLY eEw aYBTEMl9 MODEL WH484-75 / WR484-75 u� MPG a F SP NA0215P03 M.J. FITTING M.J. PLUG( VARIES RESTRAINED JOINT FITTINGS ON-LINE „ (TYPE B', ) SLOPED AREA 1' 0" MAX 2' 0" RUBBER COATED STEEL STEPS CAST IN PLACE 3'-O" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 4 16 MAX MINIMUM ELEVATION /� � 12' o / o �� - - 3000 PSI CONE. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH �- a - m � (n DIFFERENCE ACROSS M.H. 5" 4'-0" 5' e ��_/ /� CD 0 FROM INLET TO OUTLET 00 VARIES THREADED COUPLING SHALL BE 0.20 FEET. VARIES CONCRETE 4 2,! p N r i BRASS NIPPLE AND PVC DEPTH OF FLOW FILLETS CHANNEL TO BE 1 o CAP j LUBRICATE ALL THREADS 3/4 DIAMETER OF -_ - CONTRIBUTING 4 - 'D BOX SEE FIG. W-7 METER ( ) SEWER. e �' e A/ 12 A FILLETED INVERT FOR A SMOOTH •� NOTE: z NO. 57 STONE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO Lu Q ( PROVIDED. MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL J 2" PIPE SLOPED NOTE W/ NO. 68 STONE w BE CORED AND A FLEXIBLE " TO DRAIN IF - GRADE ALLOWS - 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION BOOT INSTALLED 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. O W VARIES VARIES 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE z I` WATER MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED co ARE SAME SIZE PLUG INSIDE AND OUT. TYPICAL MANHOLE PLAN C Cn DEAD END "A") TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N Q (TYPE SHOWING BRANCH TIE-IN M TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS d- z �--� NTS FIG. W-8 TD-19 CC-1 OP OF CU1 1 BAL -EAVELML'1' FAY PIMPS' i0R - NHAM1'E. !� P .UHGRADE PFCI9 WI-1- P] FILL EITC LPL ELMW j liHOU.11FIR LIKFp COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS ENE F PAVFMF.T EXISTING OR EXISTING OR CENTER LINE SECTION TRAVEL N•'IH 'YPE 1SELE0' Mat LRme,l 11 - e_ ' E) TRENCH PLACEMENT Ec•CE DF PAV'EWEHr -PAr LAMS TR LU-LET .IPL TD `+MOLL DER (IhF \ $EGIV 41-H 45• o / / / PAVEMENT LTiiM,E M BASE L:d'JW' h _ SJ96A5E °/ ,2 [+ +sue 11-7 MA•.ERIA TYPE- tf YrDK) <a c/ 1 ,;f A.CREG.AIE, •6 AGGREG', Oft Cr J5N£D -ASS A EETN6 " TJLADAT4)N REDN ME NT5 �„ . •".. GEOTEX}LE DRAINAGE FABRC PLAN VIEW I* (PLACEMENT OF CD-1 COMBINATION UNDE1i DR MW $p CR sR PAVEMENT Sb9FACE ° BASE -.- SBASL 'JBOR CFEB'NI STASUnIl SUBBASE 1 v: SELECT MATERIAL TTPEEH OR SUBGRADE + oo o (CEMENT OA LIME STABLI£EGI •57 AI49 AGCREaXTE OR CRLl5HED 3Wr % c GLASS MEE NG N6 SRADATgH NTS RE -EVE. RAty E, GENERAL NOTES 1 L UNL 55 1FC Y INDCATFD COMBNATID1, 4 ERGRNN W , NOT R E 3PEO AL 0. L E LOGAIED Ai TH5 PENT WH•?!B.J' iH SLBBASE AND SLBGCtADE ARE BTP131UCSED, 2. RENY.x SHALL BE FILLED WITH AGCFEGAT=_AID 1H•RDLG1I" HAND 1AVPE0 (O INSURE GOMPACINE5S. NON -PERFORATED OUTLET PIPE 3 CUFLCT PPE SHALL BEGS AT THE EDGE OF JHE -RAVEL LANE PAVEMENT AND 1-AL- BE PLACED GN A. GRADE PARALLEL TD TI•F_ 91GLLGER SOPS 2 X MN. L3 X ES RA6LE)GRADE NORMAL GUTTER - - 4_ CURB A10 6J"TER SE[T1F49 WNER€ IT IS AIMS- E TD DTHERWS1 PRQ- CP ��.I VL G PFACiI W .SAL Tx'PC CF PS-C OUTLETS FR ROCRRANS, TIEY ,JdE rC BE LOCATES SO dL4 TO DPAYf NTR DROP G: N? YCH UAML NL_iS RMAriCLES. EIIL� F riN.L NYC - s. [N SUPENELEVATED SEGf•ONS. TNENOH 6 !D Bt UNDER ES11HE PAVEAE.Nt AREA _twOT "a_ PC = �'�I •tXY, 7D �E' if%H W1)i ftiJil FT PAN' ON LOW 51p( pNIY 6. YVERT CLEYATION AT OUTLET END OF OUTLET PPE TO MA MNMUM OF 1' ABOVE IYVERT ELEVATION OF RECDVING RNNAGE MICR OR STRUCTURE. FO 7. AP C(kNNECTCCNS IF 19GWS. W(LS L<CI MIHIN PAY LIMITS rf OUTLET PIPE ARE 10 X WALL THXKlE55 {MINI - NGlts 9F 9F T`E SAYE CRASHING STRENGTH iS T1iF G(lil,:T PIP-- F X>i# TES: CD ACCORONG T4 l3TM ,. 2 A E. LLFL -21 8. OUT El PPE TO BE SEGURILY CGVNECTED TD-EW-12R OTHER ORANAGE sepucrulr. STANDARD COMBINATION UNDERDRANN PE,-ERD-IG RE,-EF•_lV1 SPEDIHCACL REFERENCE W07 (AT LOWER END OF CUTS) REV 10$.�04 1:90NA CCP •N+iMENT CF 1R*SPC•31A-ICN 502 VARIES WATER M VE BOX TO METER BOX (SEE FIG, W-6 THRU W-7E). ES 2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING FIG. S-I-A ID-25 CG-9B ENTR W CE LIMITS OF PED. LIMITS OF PEE. ACCESS ROUTE ® b ACCESS ROUTE 09 NON-TRAVERSARLE -' P WIDTH OF ENTRANCE UNPAVED SPACE UNPAVED SPACE EXPANSION JOINT o SPACE � WI TH ENTRAIJCE d 2 0 _ y'• f L p EMITS OF PED. o LIMITS OF PED. JOINT u LESS ROUTE ® NON -TRAVERSABLE : ACCESS ROUTE IL I �w a. CURB NOLUDEOTEN V PEDESTRIAN ACCESS ROUTE DETAIL WITH & ENTRANCE CUT WITHOUT UNPAVED SPACE Q ADDITIONAL RIGHT-0CCWAY S EEg'.ED F THE LIMTS J OF PEDEBTRINi ACCE55 ROUTE NNI EXTEND BEYOND L -J V' EXISTING OR PROP05E0 VODT RIGRT-OF WAY. I FLOW LINE �EXPANSgN JOINT ENTRANCE WIDTH C DESIRABLE WIDTHMNII16' PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ABSOLUTE MINIMUM 12' ®UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 4o Po4o4 o`: o FACILITY THAT CAN BE APPROACHED. ENTERCO ANO PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 5'. SECTION F-F TI n Z HALF PLANT C *J 1F IF PEDESTRIAN ACCESS ROUTES RM ARE BEING 2'_0" PROVIDED, A WITH A 4' .21. RS LE WIDTH Ham{ IS PROVIDED, A WITH A ,4- TRA. CROSS SLOPE. O WHEN USED IN CONJUNCTION WITH STANDARD PARABOLIC CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE PAV SIDEWALK CURVE MOUNTABLE CURB CONFIGURATION. eo o: oo40:0 ---`- - SECTION E-E X 3" it. e,e.". .0% TO 10. CHANGE . e4 e•Qb. 4e.o lie CLA55 A3 (H.E.S.) CONE. 6" AGMI BASE TYPE I SIZE 218 5 O PONTOF GRADE CHANGE 12X MAX. SLOPE I 5'-0" ® Im GUTTER ONLY ! . ti. • e. a 12 X MA%IMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS ALH CURB AND GUTTER • • co o •lio.o f CRCURRENTLY bo. •oo: o * K 3 %MAXIMUM DECREASE IN SLOPE FOR FIRST TO' INTERVAL AND SECTION C-C 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM TO- INTERVALS SECTION D-O STANDARD ENTRANCE GUTTER �� RAID AND BRIDGE STANDARDS REVISON DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 2D302 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5' IN ANY DIMENSION 24"MI 8"MIN INTIAL BACKFILL* EMBEDMENT 6" LIFTS ( ) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER NO. 68 STONE _ _ HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) R IRNIIYC, U 111 FII 1111— NOTES: NOTE . GATEVALVEWILLBE 4" UNLESSOTHERWISE SPECIFIED BY THE ACSA. 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4"TEE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. STONE SHALL BE PROVIDED 3' WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS BEDDING OF NO. 68 STONE ' PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 FIG. S-I-B O TD-27 W 1 N U) W Q (4) 1" (25mm) DIA HOLES z ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" LETTERS /•Lu � 0 (RECCESSEDESSED FLUSH) 5 J 1"mm] Ld [25 D 5PN q/Q PCKHoEs I 1 1/2" > D [38mm] (J ' ) \\ Z L _T uj 1 ui O o o �- Qtj Q m S < W (2) CORED O O 06 PICKBARS71 J �� 1/6" (29mm) DIA BOSS I..L Q ' A D 27 1/2" DIA [38mm] [699mm] / 26 1 4" DIA 7" v , m 17 Smm 667mm [ ] [ ] 1 1/2- 26" DIA [38mm] ' 90 111 [660mm] A 3 /" O i 4" 6mm DI1 8 W 24" DIA NEOPRENE GASKET [ ] J 79mm i [606mm] z O 28 7/16- DIA 5/8" uj [722mm] [161TNm] 23" DIA {� m [584mm] 1 36" DIAL 25" DIA M< [914mm] [635mm] � FRAME SECTION O.D. OF GASKET GROOVE I _ SECTION U) ul 1--1 (4) 1' (25mm) DIA HOLES 27 1/2" DIA 1 1/2" ON 32 3/s''_(634-) W [699mm] [38mm] BOLT CI O 26 1/4" DIA [178mm] [667mm] DIA [606mm] �1 za 7/16' DN II�� [722mm] [16m6mm] 36" DIA a7 26" O O [914mm] -� [660mm 1 1/2' FRAME SECTION I 13/16" [38mm] [20mm] 2' (51..) LETTERS (RECESSED FLUSH) [25n11") SP.N 1 q i)j Y [79mm] 0 22 13/16"3mm]'I 3 13/16' 2 1/8- [97mm] [5792Smm] 0 [54mm 1 3/8" [635mm] 0 11/16" [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [74mm] SECTION VIEW 1/4" (6mm) DIA FEE BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 L- 18D0" RUBBER PARTS OoB81045 S1 W (2)CKfl4RS [Smm 1 5/8x (2) BLT HEX 5/8-11M 1/2 SS 2400" [41 MI PART/ 00981250 1 1/8' (29mm) DIA BOSS [6mm 113mm •53 DIA. STAINLESS STEEL ROD PAI 00951318 1.50 OD 55 PLAN VIEW NOTES PICKBAR & LOCKLUG HOLE DETAIL 2) NUT NX 5/8-11 ZN NYLK PART 00981264 Y 1. ALL MANHOLES YAWN 100 YEAR FLDODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN Y• ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART{ 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. (2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHOIM PARTO 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E ZLu V / Nw o Lf_ T y O j w�/ U) LL 01. W� ui rn< U- V U- T0O W N i H I- IW1 W w TD-32 a M JOB NO. 172131 SCALE AS SHOWN SHEET NO. 11 NOTES: A/ i �'�T T9ti 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF / \ N \ \ CV �e< �j THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS \ OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. \ (TYP) O,. TF \ 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED / AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE k /O PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. j s IG \ 3. PROPOSED TREES WITHIN INTERSECTION SIGHT DISTANCES SHALL BE PRUNED UP TO 6' TO (TYP) w MAINTAIN INTERSECTION SIGHT LINES. CC (TYP) SCOTT R. COLLINS'Z No, 35791 ,�L' �INSIZONAL E w w NS oc (TYP) �� W �/ / oc w o s �RS�N _ ., �Rs�cr�oNwrrH GRAPHIC SCALE M .� r A RK NEAREST INS 165' �/I i TO 1VE _ 30 0 1 30 60 120 J \ yV QB y DISTAr1C �EFFERSON OR / o ¢ rn rn Lu -V \ \V — (TYP) MARTH� - (/� 0 0 e° — — \\ I / CV i ( IN FEET ) z ? I-- Q < LT N O� O / IG (TYP) 1 inch = 30 ft. 0 cn 0 o w y (TYP) vA� 1 I%%// v�� (TYP) / z� U) m \ I O� a w w Q �1 _ /� / v`� (TYP) cc X MG DEDICATED 1■■1 M w � x W � Z z -V � / o 0 00 0o CV MG NS (TYP) (TYF'j OPEN SPACE (f� 0 J o o g y y l 1 CO °° ° X (TYP) (TYP) TYP) 10.33 ACRES z O PROPOSED SEEDED MEADOW y \ v o `y k TO MATCH HOSPITAL MEADOW \ /= �� �r♦y. o ° o0 0 /U ��O m— 0 ° (TYP) �♦ �Looy 00 00 —�T 0 0 00 00 / CY / oCID / \ \ ��I � o d' ® w ° a ✓ / o 0 o°a o cv (TYP) o y v -Joy y oo �® o � 18,Qo a a0 PROPOSED PRIMATIVE ' — � � (TYP) LSR Y Y Y TRAILWAY.'(TYP)—' Y yy v 8 '• � O � (TYP) y Ly / O y 01 / \ \ I \ IVL PL (TYP) ILDIN # (TYP)AR TYP A i l l 3/4 RY DG �� ° ' .�(TY� _ _ I ��� IG (TYP) ° r -V � � � O � 42 UNIT (TYP) y v y v y O - \ C O O / l x G B (TYP) s' h y \ oo / d 0 80 ®0 0 ®g GB - � (TYP) r � / �� • �� \� BUILDI #2 \ 00 3/4 STO BLDG / / 4 -V -V 467 1 e VIII i / AR TYP .. PL -V -V -V ° ,° �/ � (,TYP) -V dS ° ° ° i. ° y � y l l��/%� / / ��_ .d I -\ 00 IVL -V - \ ' . . /� - s / / / / V� — (TYP)00 / -V o0 oe mPL 4 / SJR / MG A O /f (TYP) / o k �. Ty (TYP) / (TYP)— DEDICATED - - y OPEN SPACE `� 10.33 ACRES y�� - - / / LSR % �\ III / s _ / / � , �� (TYP) — �X_ I I� o R �, f / Qs (TYP) LT (TYP) y l / QS f �.� o o° o I l l i (TYP) ° L / �// I ` s \ % (TYP) oAR o II� y �� // 1 I // ff x IVO I / = CLUBHOUSE �' ��� ��/ (TYP) o (TYP) MG (TYP) iv (TYP) diIG (TYP) /� / AR / (TYP) ®� B IL I #4 - / i i ®e GB B / �� iv (TYP) / f / 3/4 S BLDG 8 (TYP) / / f OO /S� o TSCD / f k f f �� •• � -V(TYP `�, ° B D N 3 / • �. �/ / � � / / / ) O f) 4 ST BLD i f ISH POOL / 4 ITS \ / f IV • ° ° � � --�' �/ / / �� 1�IVL ° �__ a0 �$ I (TYP) � � // � � (TYP) (TYP) � 4� e o0 0 / MATCHLINE °Vt 8 a SEE SHEET 13 / IVL / i' O /' / o 0 �� �� �° / / /° � e O i 0 0 00 00 _ ` (TYP) f �/ i/ `� c o 0 NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. W c W Q a W a J 0 w w z z cn cn u- w CE E O J 1z Ca 0101 V) � rn uj N N 00 N —1-1 M Luz Q W ce) I�— M � CY) z p O � z � LL J J U) Q z LU � Q Lu Q o O CD Q I--q Q 1-� o- U U) < w� W U ul� Q Q U zW (� W L U z F-- O W (n Lu J Q IL CD W O W 0 Q ry Lu ii W a JOB NO. 172131 SCALE 1 "=3U F SHEET NO. 12 AR ° °8 i / 1 v v v \s / (TYP),'�ri V IV \ \ / I / CLUBHOUSE / I `�v v / O (TYP) NOTE: VISIBILITY OF ALL MECHANICAL y �, I / \ / / / �; _ \ \ / \ \ SCOTT R. COLLINS� GB EQUIPMENT FROM THE ENTRANCE f / / / v - /' (TYP) \ No. 35'791 CORRIDOR SHALL BE ELIMINATED. ` O IG ° TYP AR (TYP) �� // �! ` a GB BUIL I #4 /Lu iv (TYP) / / / \ O ' { / 3/4 S BLDG / Lu O (TYP) / / T I NITS ° ° ° 00Cie / A X / ��CE \ 1, BUILD N 3 TYP o/ � fn I .. e �V 6 �0 4 ST4R o O i ! ISH \�POOL 48 ITS \ / �// / / ' IV �\ IVL oj/ o (TYP) ��\�� - V / / / �« / (TYP) / (TY Lu Lu< MATCHLINE Z o o Lu / SEE SHEET 12 I i i ! �� �� ���41� IVL / z- / O / ° o U gLu Lu 0 ' ° ! i� O / ,� ° ° °° oo H cn w Lu z LT �� / �\ �� ` �� (TYP) / / i�/ O/ ° 4' 0 c— v0 v (TYP) \ �' O ° .%. DOG 4� / / ' / O/ ' �° �, ®8 o J a PARK / / // �° ~ z ° a \ O ° °° z o LU ° ° x0 \ 0 1 ° s. ° I / ` OLu \\ Ce Lu LL- a ;/ TYP I O r , / �� , I l x, — / LSR IG / �_ Q ° / / AR \� �(� �Iv v A i (TYP) (TYP) • 1 ° O (TYP) 05 � 49�v / /` ly v y� IJK (TYP) 00 �� I I // V) ti/ a � ° O ♦ IV \ � x / / / O\� ' / � � \ \ FF%, °, \�� \ ♦ ♦ v � { (TYP) rn ICY)rj °o ° O /i ° a -V LS IVL / I ° x (TYP) O v(TYP) \ LT V♦ _ _ v p ° � (TYP) - (TYP)L9 Z ° a t. ° QN /�//I ��� r Y) Lu UIDIN #5 0 �� �� �� c� s Air GB S R BLDG o �. �1 � R P) A, _ — \ c� PROPOSED v` OS (TYP) O 4 i � � — e e \ \ GRAVEL ACCESS � �' k � =__-I � (TYP) ° ,� ROAD WITH GATE V � �,. O / � 00 ACCESS TO a O� � p e O , - _�� Q p RIVANNA TRAIL p e GB i \ I CDC (TYP) 000 = _ �i (TYP) N u- ° PL � � N y y \ (TYP) \ MG OSED (TYP \ � ) , \ RMWATER - Z O = { \ _ ♦ - MANAGEMENT 6 LLl Lu v / FACILITY 1 / J � iiiT POND o III / J — o o P / �—r � Q �\ V o / \ IV ° ° ®g (TYP) a�° 08 I / Q � 1 A V _ v IJK — 0 L9 g (TYP) _ J H (TYP) i 1��� g / /- Z O 0 - o o �.. j PT U G r a a � TYP / (TYP) y O v� X� \��ill Iul o Oda. • \ // I O- VA I I / y �� OLij MG IVL BUILDING #6 \' \ \ - _ — _� _ \ I I / k LiGB (T P) (TYP) 3/4 STORY BLDG I / - / O \ r 34 UNITS (TYP) a\ III _ v A IJK \ NOTES: IJK (TYP) 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF Z O � / I � / O _11 (TYP) \ �\ \ \ NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE O PT STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ~ (TYP) ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF w '\ \ LT THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS (TYP) O \ OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. W 0 ° � °° TYP 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED LL ° �o o° O /° o° o0 00 \ �\ 1 I' AR X \ AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE Q °mmi O � (TYP) \ PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. � O / ° ♦ 00 \ O \ o 00 ® °°�° — IG -' % A \ 3. PROPOSED TREES WITHIN INTERSECTION SIGHT DISTANCES SHALL BE PRUNED UP TO 6' TO O W (TYP) V \ MAINTAIN INTERSECTION SIGHT LINES. O r \ \ ♦moo \ y ® DEDICATED N LSR OPEN SPACE FACILITIES & ACCESS O \ \ Q (TYP) 10.33 ACRES EASEMENT FOR SWM \ \ \ \ O D.B. 5276, PG. 400 LIMIT OF PROPERTY � \ O o w GRAPHIC SCALE 0 Lu a 30 0 15 30 60 120 JOB NO. \ 172131 \ ( IN FEET ) SCALE O \ 1 inch 1 30 ft. it-30 ' / / SHEET NO. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD BACKFILL TO TERMINATE AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER AT TOP OUTSIDE LIMITS OF THE SUPERVISION OF THE LANDSCAPE ARCHITECT. ROOTBALL REFER TO TREE 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. STAKING DETAIL ADD MULCH OVERTOP OF 4, IMMEDIATELY SOAK PLANT WITH WATER. ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY THAN 1" DEPTH AT TRUNK AND RELATE TO THIS INSTALLATION. TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE I1 V VARI S TYP. TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120° AROUND PLANT PIT ON "UPHILL" SIDE SPECIMEN SHRUB (AS SPECIFIED ON TRENCH EDGE AROUND t / ENTIRE AREA TO BE '� •:::%:": ROOTBALL REFER TO TREE �MULCHED REFER TO TREE STAKING DETAIL STAKING DETAIL BACKFILL WITH CULTIVATED, COMPACT EXCAVATED AWAY ALL WIRE BASKETSPLANT TO FORM ROOTBALL PITOIL CUT AND/OR NON -BIODEGRADABLE ��, \/� PITI NAL EIXCAVAOTIONRIFF LOOSE. IF TRENCH EDGE AROUND ON DOWNHILL SIDE OF TREE 4" ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT ENTIRE MULCHED BURLAP TO BE \7 MINBURLAPNROO BALL WRAPPING . LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL TRENCH EDGE AROUND TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL t \2r ENTIRE AREA TO BE III=IIiII= . •...:•.. IIII=III AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT REFER TO ROOTBALL PIT MULCHED =IIIII=IIIII ; ••'"'•' ' IIIII =IIIII. AT LEAST 1/2 DISTANCE DOWN BACKFILL IN LIFTS BY FOOT. _ ROOTBALL. DETAIL �� WATER THROUGHLY AT 1/2� I=IIII=I : IIiII= :;s.: ROOTBALL :•';:' IIIII =IIiII` DEPTH. REFER TO ROOTBALL PIT -NIII=IIIII ���/�� :•;''.�-:;=; :,<.':'' DETAIL =IIIII=+II ::::•n.::: IIiiI SCARIFY BASE OF PLANT PIT �� '```•• • j� WHEN HTHROUGHV ANING PIT D LOOSENEAK ALL RETURN AND COMPACT LOOSE ,- EXCAVATED MATERIAL TO ROOTBALL II=IIIII=II - - - IIIII=IIII PLANT PIT TO ESTABLISHED HARDPAN (REMOVE AS IIIII=IIIII=IIiII=IIIII=IIiII=IIII=IIIII- NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO ��\� '•,•'' •' "' ' ��.� IIll1=(1411= ( 1i- IIIII=fl111-IIN1-11411-IlllI=IIIII= DRAINAGE)PLANT PLACEMENT NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING SECTION Planting Notes LD-004 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING ON SLOPE 12 / SECTION 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS. 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. Landscape Notes 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2 NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5, ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6, CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD, 10, CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING, 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE APARTMENT COMPLEX. LANDSCAPE REQUIREMENTS FOR PARKING AREAS: TOTAL PARKING SPACES = 4o6 REQUIRED: 1 INTERIOR TREE PER so SPACES = 41 TOTAL PROPOSED INTERIOR TREES = 42 TOTAL PAVED PARKING/CIRCULATION AREA=174,26o sq ft REQUIRED: 5% OF TOTAL TO BE PLANTED = 8,713 sq ft TOTAL PLANTED AREA PROPOSED=17,185 sq ft TREE CANOPY CALCULATIONS: CONSTRUCTION AREA =16.65 AC DWELLING UNITS = 25o APT UNITS DENSITY =1.5 UNITS/ACRE TOTAL SITE AREA 26.98 AC GREENWAY DEDICATION -so.33 acres OPEN SPACE -9.98 acres AREA 6.67 acres TREE CANOPY: 15% x 6.67 AC =1 AC TOTAL PROPOSED TREE CANOPY =1.84 AC PLANT SCHEDULE SYMBOL QUANTITY LATIN NAME COMMON NAME SIZE AR 37 ACER RUBRUM 'OCTOBER GLORY' 'OCTOBER GLORY' RED MAPLE 2.5" CAL CD 19 CEDRUS DEODARA DEODAR CEDAR 4-5' HT CC 20 CERCIS CANADENSIS EASTERN REDBUD 6-7 HT CV 8 CHIONANTHUSVIRGINICUS FRINGETREE 6-7' HT GB 47 GINKGO BILOBA TRINCETON SENTRY' 'PRINCETON SENTRYGINKGO 2.5" CAL IG 39 ILEX GLA BRA 'SHAMROCK' 'SHAMROCK' INKBERRY 4-5' HT IJK 17 ILEX OPACA'JERSEY KNIGHT' 'JERSEY KNIGHT' HOLLY 4-5' HT ISH 51 ILEX OPACA'SATYR HILL' 'SATYR HILL' HOLLY 4-5' HT IV 237 ITEA VIRGINICA'HENRY'S GARNET' 'HENRY'S GARNET' SWEETSPIRE 24" HT IVL 644 ITEA VIRGINICA'LITTLE HENRY' LITTLE HENRYSWEETSPIRE 4-5' HT JV 64 JUNIPERUS VIRGIN IANA TMERALSENTINEL' 'EMERALD SENTINEL' EASTERN REDCEDAR 4-5' HT LSR 29 LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' 'ROTUNDILOBA' SWEETGUM 2.5" CAL LT 43 LIRIODENDRON TULIPIFERA TULIP POPLAR 2.5" CAL LS 6532 LIRIOPE SPICATA CREEPING LIRIOPE 4" POT MG 17 MAGNOLIA GRAN DIFLORA'D.D. BLANCHARD' 'DD BLANCHARD' MAGNOLIA 6-8' HT MP 7 MALUS X'PRAIRIFIRE' 'PRAIRIFIRU CRABAPPLE 6-7 HT INS 10 NYSSA SYLVATICA BLACK GUM 3.5" CAL PT 17 PINUS TAEDA LOBLOLLY PINE 4-5' HT PL 110 PRUNUS LAUROCERASUS'SCHIPKAENSIS' 'SKIP LAUREL 24" HT QB 8 QUERCUS BICOLOR SWAMP WHITE OAK 3.5" CAL QN 6 QUERCUS NUTALLII NUTTAILL OAK 2.5" CAL QS 34 QUERCUS SHUMARDII SHUMARD OAK 2.5" CAL LD-005 N.T.S. REFER TO ROOTBALL PIT DETAIL SHRUB PLANTING SECTION Evergreen Tree Planting Detail Not To Scale Tree Planting and Staking Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE LD 007 NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. ROOTBALL PIT LD-001 N.T.S. 12 SECTION N.T.S. County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The followine items shall be shown on the plan: Trees to be saved, Limits of clearing (outside dripline of trees to be saved), f Location and type of protective fencing, ® Grade changes requiring tree wells or walls, 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markines: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. Z) No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ZJ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Q Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencine: El Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ZI Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided, and a construction detail submitted for approval. 11. Trenching and Tunneling Z1 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: I] Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS TIE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION / REQUIREMENTS. OWNER SIG CONTRACT PURCHASER SIGNATURE 10/21/19 (DATE) (DATE) 5/1/06 Page 1 of 1 , eAP' H SCOTT R. COLLINS'Z No. 35791 ,11 ZONAL E� rn +i -1 ro 4V N J -4 .--I Q (� LU LU onz O n o Q U') U')z Oa z U LU 0 ~ O O z O Q U V) U U-) z LU LU J W LU LU oC Q - LU z cwn Lf) w w Q� C� o 0 Uj_q --- N N I- Ln GO l7 z L V z Ul z J J U Cn r co co N i O Cn N N LU J_ CO LU 0 NJ I_(_ Q CU i LU `D U) W LU CO I� LU Q CD C:) O N z Q I..L LU J Q z I --I LL I U) z Uj G ry Q 0 I --I 0 V) L1J LL 0- J H� /�� Vl 0 z ,0 V 1 LU LL Uj n Q U Q J U-i 0 z Q �U/^'� Vl z 0 w O w cl� _ a Ln JOB NO. 172131 SCALE N/A SHEET NO 14 0 �C ! _� � 4 o n� 06 o o�� i W7 Q J °g nv(-D� 4v AD o I \ I I '� I — -/ t , — -- — _ � � I / 411 1 / I I I I 9F - — — — — !3" % \ \ / 610 71 I J LL O / A O R 03 w � ' cc 01 i O ° - Im - -- ��� 00, 6E z6E 4A w411 00 w \ O Wm Oi t� 3800 �17aft T too Lm 00 00 vIn D - 00�� 1 ' I #0 m to ---4141. -- Al X z i - i ` Z - i - _, m Sm e° 0 a' �•-— - I� c J r / 02a a,N i i 01 00" — i 00 ---------------- o 4 N 00 4 w , _ 2 3 kflc _ i p � I I I '�� � �"` � � � "' -- A •:. - - i_ — ggb �, I _ 1 - - �A - _ —T -�.c orb � _�' W - - j m / awn'• A \\\ Or GL o� - �, m \\ W ;� s I A. - .. •i ��I /� .�tVO i`� CFI) �� �° - i j l \ i `A� \ �. A t._ � ��' •. ..: � O� � __ - - �V Rio - ♦ - i I — N i 1 o 00 04�- j Wmo son' Am sm y' i 4 I i Iy 1 - 1 -- 1 1 I ��V 0<0 am 00 5 i 1 I v V Ao T I 00 \ 0 \v C 8 / vv O O - — I TT \\ T i 1 / \ O \- � O � A I •• 1 Y i I\ Cs O r - _ •.. ........ �-- VW, \ 11 ­ l • \ \ 1 I ax 46° 452 i — 1 - N — 8 r _A- - C� C� 00 ,....�� ,..� ,,.�.�,�..�,�..� ,,....��td C x x 7d7�7��7�rb7�ih'��7�7��7� 00000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � ^� � d,, d C7 N C7 N — �-` U O O 77 ''rl -n TJ 'rl Tl 'ri -n 'TJ -7 'rl 'rl Tl 00 �l `Tl O 00 � �l �l � a1 a1 a1 01 0 01 41 -P N O 00 51 -P N � O 00 01 .P N O 00 � d1 -P w w w N O 00 d1 .P w w N N N N N O 00 d1 .P N N00� O 00 01 N O ..r CJ� N d Y C7 — �,�, 01 a�a��a��a�a to c A ��� W W W N N a �a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pp N C., I-- q > y t1r tlt -- 00- 0 �0 f71 00 UP. O O W W O W O O W \10 O O W O W O O W W O W O O �c O � O \O O � O O `O O O � O � O `O O � O O � O O O O \O 00 J O O O O O O O O O O O 00 J 00 00 J 00 01 01 01 O O O O O O O O J 41 00 01 00 00 O O O O O 00 J J J O O O O O O J 00 00 00 01 00 O O O O O O O J J 00 00 01 01 J (.A O O O O -P� O�A O O(-A �A O O O O O O O O O O O O O O O O Ul O O (-A O(�A (�A O O�A O�.A O O O�-A O�(.A O�A (-A O O O O O O O�A O O O O O O a1 U, O O a1 O 01 v, O O 01 01 O O v, O 01 01 O O 01 O v, O v, O v, O v, O v, O v, O v, O v, O CA O c-A O v, O v, O v, O -A O v, O v, v, a1 O O O 41 �l 'A v, v, v, v, J v, 'A c.n O O O O O O O O O O O v, v, v, v, 01 01 01 `-A O O O O O O O O v, 111 v, d1 c.n O O O O O d1 C1 Q1 `-A 01 v, O O O O O O 01 v, a1 v, J J 01 O O O O O O O o C0LLI N E N I N E E I N DATE 11/25/19 200 GARRETT STREET, SUITE K.—CHARLOTTESVILLE, VA 22902—434.293.3719 12/18/19 PROJECT 1/3/20 m D N m MARTHA JEFFERSON HOSPITAL PRESIDIO APARTMENTS - FINAL SITE PLAN 3/2/20 �z U11 �o rn SHEET DRAINAGE MAP — —' r , C REVISIONS REVISION DESCRIPTION INITIAL FINAL SITE PLAN SUBMITTAL REVISED PER JPS COMMENTS DATED 191213 REVISED PER JPS COMMENTS DATED 191231 SUBMITTAL OF THE FINAL SITE PLAN TO ALBEMARLE COUNTY FOR REVIEW FhP P plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not �� reproduced � whole or it par`s and shall vvi he used for cvy purpose whatsoever, inclusive, bul not imlleJ to conslruc'lion, h_iJding, and/or construction staking withou the express written ten consent of COLLINS ENGINEERING. 455 455 INV IN: 386.75 TO STR:26 VDOT STD. DI-313 (L=4') TP=443-00 INV IN: 433.92 TO 28 INV OUT: 429.00TO 14 440 STR:14 VDOT STD. MH TP=431.83 INV IN: 426.92 TO 26 INV IN: 425.67TO 16 INV OUT: 422.00 TO 12 430 INV. +20 L STR:io VDOT STD. DI-3C (L=8') TP=4o8.5o STR:6 VDOT STD. DI-313 (L=12') INV OUT: 402.33 TO 8 TP=412.25 415 INV IN: 4o6.33 TO 12 STR:8 VDOT STD. DI-3C (L=1o') 415 INV IN: 400.85 TO 8 TP=4o8.33 INV OUT: 400.75 TO 4 INV IN: 401.77 TO 10 INV IN: 402.00 TO YD-5A PROPOSED GRADE (TYP.) INV OUT: 401.67 TO 6 410 410 STR:4 VDOT STD. MH TP=402.50 INV IN: 397.5o TO 6 FILL INV OUT: 389.5o TO 2 (TYP.) PROPOSED FIRE PROPOSED WATER 4O5 SERVICE CROSSING LINE CROSSING 405 z 1.z' / 15" HDPE 400 15" HDPE 89.20 LF @a o.63% 400 132.21 LF @ o.62% TP=390 75 STR:2 VDOT STD. MH y8° N� th2y y'I LF INV IN: 386.25TO4 BLDG #5 ROOF DRAIN / 395 INV OUT: 384.00 TO / / EXISTING GRADE (TYP.) 390 / 390 38S 18" HDPE 385 35.84 LF @a 9.07% OUT=382.00 18"HDPE 24.16 LF @d 8.28% PROPOSED VDOT STD. EW-2 38o WITH RIPRAP OUTFALL 38o O 1' rJ f M ^ ^i Ql I� 0 N CO 00 G 0) 0 O 0 O 00 O 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-10 - SWM :"L"J.1 STR:28 VDOT STD. DI-3C (L=1o') TP=441.00 INV IN: 435•oo TO YD-3G INV OUT: 434-5o TO 26 440 PROPOSED GRADE (TYP.) 435 is--HDPE 85.�9 LF Qa o.68%,\ 430 \-�VDOT STD. SL-i REQUIRED 425 i5" HDPE 425 420 12W 410 f 405 400 33.2o LF @a 6.27% \ FILL (TYP.) NG GRADE (TYP.) 1 415 I� 0 O chi N 00rl �1 It 't -,t 0+00 0+50 1+00 STR-28 - STR-14 I 410 405 400 5 50 VERTICAL GRAPHIC SCALE 0 2.5 5 10 i tN i' EET � 1 inch = 5 If HORIZONTAL GRAPI IIC SA' \1 1 0 25 50 100 ( 1N FFIFT ) 50 ft. 465 20 \ EXISTING GRADE (TYP.) J Y N rl 46o � � \ m M N \ M 0 455 / \ \\ � o o ro 455 � I .J... M _ o \ Q >1O� 1 1 m C] 0 M 00 \ � � w a 0 O 11 1 p N �0 m MOB Ln F- o \ \ V1 F- z 450 �' 1 Ln S o . M \ 450 m 1 0 0 oOM Q >° 0 't � \ _ Q o orl > '��� m'T Z 0 PROPOSED GRADE (TYP.) Q N M� 0 M 't Q Z LY II a >> Ln oO0 0 o M c U,)F- - a»O zzz v~iF-ZZ \ 445 0 M M -t 445 > ^ M MF- co co .. � z z -t0 LnCL zzz/11 PROPOSED 6" DI 440 WATERLINE CROSSING 15`'NpP3?1% 440 93.59 1.2' 435 11.0' 435 �5' HDPE HOPE 94.67 LF @ 0 95% 15 ° 264�0 PROPOSED FORCE MAIN SANITARY �5 66LF SEWER SERVICE LATERAL CROSSING 430 430 N m �' 0 0 � Ln oM 6 o � m � It 0+00 0+50 1+00 1+50 2+00 2+50 STR-34 - STR-18 450 445 440 435 430 425 N I I d m M � Q rl 00 0 420 0 F- 0 0 Ln 0Ln m Ln 0 Ln z O > 't 't FL: N Z Z 0 0 z z z 415 u) PROPOSED GRADE (TYP Q � � HO F- O m ~O �M Q O > 00 0 n z CL z z 410 �On1� ° �° 405 \ \\ STR:24 VDOT STD. DI-3C (L=8') TP=449.50 o -j INV IN: 442.25 TO YD-2A rl z_ z_ 0 1 m INV OUT: 442.00 TO 22 0 Q Q m 0 N J U Q Q m M � 00 N O LL LL M Q 16 H Q O - _ OO H i N>-0 V, Ln 00 O 0 Q O 00 / � pp Op F- ^ Ln �� 000 / A u,o 0Q LnLn't U u U l/1 F- F- O \ 0 00 O > M N M M U' 0 F- 0 0 N / Q O 't Ln -t N N It F- 0 0� �rnm \ > oo tIt N ?p 000 m MzZ� \ u �zz U) F- F- F- r„ n-- 0 \ v-i CL Z Z Z p -It-It � F- i" A N > M .. .. .. �. `. A F- O rn� N „ z z z z 1 PROPOSED WATER Q 0 rq N SERVICECROSSING � °� 5 oo �S C z z p PROPOSED FIRE > > > 1 LINE CROSSING 1.5' y Ln z z z 15" HDPE E 97.96 LF Qa o.84% 1.2' 15 HDP 0 \ FILL 161.51 LF Qa 1.08 v (TYP.) 1 \ 103 1 PROPOSED FORCE MAIN SANITARY SEWER SERVICE LATERAL CROSSING F7\ �15" HDPE 46.41 LF @ 5-73% l \ STING GRADE (TYP.) NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 450 1 445 1 4401 435 1 430 1 425 1 420 1 415 1 400 400 I� M 00 O N 00 N c-I M Ln �t 00 01 01 L!1 I� ri N N Ci O O M Nl N L!1 M G;I O 00 Ol 00 00 N ci Ol M 00 00 1� O Ln O O N N N c-I H N O f� M O H ^ �I �" I m N 00 5, N Ol N N Ol 4`r O O O O N O M O M N M M -T t M M M M N N N M It 't 't 't 't -T t It SCOTT R. COLLINS'- No. 35791 � 4� ZONAL E� L Z z O m C 0 :5 c- U w CL Lu L L o V z p Q c z LL c ui L Y� L �i w > w 0� 0� 0 i M J N � O '1 0,1 U '-4 w t Q w m J JZ Q w � O - � z 0 g Ln Lu J w J a 0 z J w - > w LL J m Ln 0) rn w F- Ln -- M O N O N z Q Lu co M iI- --i 01 J coQ lit z CV LL O 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 O 475 475 CV STR STR 6 465 46o - 2 4 - - STR:70 VDOT STD. DI-313 (L=8') Q TP=468.58 < z INV OUT: 462.58 TO 68 W Ld 6 STR:40 VDOT STD. DI-3B ) 4 5 STR:68 VDOT STD. DI-3B (L=14') TP=467.83 EXISTING GRADE (TYP.) TP-456.9 INV IN: 451.0o BLDG #1 ROOF DRAINRAIN 47 O INV IN: 461.10 TO 70 INV IN: 462.0o TO YD-113 47 O -j � LLI INV OUT: 450.0o TO 38 INV OUT: 461.00 TO 66 w � z \\ < STR:38 VDOT STD. DI-3B (L=16') 60 L9 ~ Q TP=456.83 4 p INV IN: 449.83 TO 40 \ 465 PROPOSED 465 Q J/�/ O O 00 0 INV OUT: 449.00 TO 36 I I \ m GRADE (TYP.) N 0. 1--I C .J.i M Urn Q Q Lu 455 10 Q 60 m rn 455 J U 0 d o "'p 0 46o U I o \ 46o U W U O rr) PROPOSED PROPOSED 8 DI M O Q N � - w Q o ao Se rl re) C � GRADE (TYP.) WATERLINE CROSSING Q t � 0 � N ul IL i5" HDPE � z N m 0 C) 0 00 '1 0 0~ W 1-1 o F- O M FILL Q n z O \ 33.46 LF @a 4.41% F- 0 O > ^ d F- 1:O' v1 F- F- > > o�o \ J Q 45o O ° ° "' n > > - �� (TYP.) 450 N r°o� o °M F- ? z MCL °1 � G� � 455 U) �_ 0 Q U-) Ln F-zzz 455 > o m �� PROPOSED 8" DI o z z pQf m _ Z Z 0 WATERLINE CROSSING 15" HDPE II > > > �1 �- CL>>> \ / 27.97LF@a o.6i% v�i zzz tip_ W Ln F- z z z w p 445 445 450 450 U z PROPOSED SANITARY 24 _ O SEWER CROSSING 440 f � 3.1 PROPOSED 6" DI WATERLINE CROSSING 435 \--15" HDPE �-15" HDPE 171.68 LF @a 5.87% 440 PROPOSED SANITARY SEWER CROSSING 79.68 LF @a 2.30% Ln O rn m H 0 ^ ^ M O 9.0 o -4- � U) 0+00 0+50 1+00 1+50 2+00 2+50 STR-40 - STR-3o 435 PROPOSED 8" DI \ J W U) WATERLINE CROSSING 445 - - FILL 445 � � W � , - - (TYP.) . _ 1.7 EXISTING GRADE (TYP.) C� LL uj PROPOSED SANITARY z.1 O rn 440 SEWER CROSSING 440 cv Q - 15" HDPE J 87.92 LF @a 3.41% PROPOSED SANITARY < 435 VDOT STD. SL-1 REQUIRED SEWER CROSSING 435 W w 0' 2: uj _ a � to rn <r � m � to H JOB NO. -ItM L Ln °° -It0 `" °° 172131 SCALE 1 "=50' O+pO 0+50 1+00 1+50 2+00 2+50 SHEET NO. 16 395 390 385 an 375 370 EXISTING GRADE (TYP.) z STR:76 VDOT STD. DI-3C (L=8') Q TP=389.33 STR:46 VDOT STD. DI-313 (L=io') p INV IN: 378.10 TO 78 TP=389.00 u- INV OUT: 378.00 TO 74 395 INV IN: 375.5o TO 72 80 O INV IN: 382.42 TO 46B i 11 - -w -- -- STR:78 VDOT STD. DI-3C (L=8') INV OUT: 375.00 TO 44 i U � TP=387.50 i M F1NV IN: 378.6o TO 8o o \ X INV OUT: 378.5o TO 76 STR:72 VDOT STD. DI-313 (L=8) o ,gym O TP=386.75 00 00 o 390 INV IN: 376.10 TO 74 O O INV OUT: 376.00 TO 46 O M \ STR:8o VDOT STD. DI-3C (L=6 ) > u, M M \ TP=384.50 1. z z INV OUT: 379.00 TO 78 / M-_ O \ FILL / J) z z z 385 (TYP.) / �� i PROPOSED GRADE (TYP.) PROPOSED WATER _ PROPOSED FIRE v- SERVICE CROSSING 380 LINE CROSSING 1.9 15" HDPE 15" HDPE 48.93 LF @ o.82% 15" HDPE i�4.4o LF @a 0.79% 375 129.24 LF @ 0.70/0 15" HDPE 44.67 LF @ o.go% 15" HDPE 52.42 LF @ 0.95% l0 Cn (,,I^ al re)N chi ci 00 . 00 O O 00 00 M N 0.� 00 M co i°vl ry) 00 00 M N 00 M co M 00 M 00 M 1Z O 00 M Li, 00 M M M M M M M M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-8o - STR-46 PROPOSED GRADE (TYP STR:6o VDOT STD. DI-313 (L=18') TP=435-50 INV IN: 431.00 TO 62 INV IN: 429.00 TO 6oB VERTICAL GRAPHIC SCALE INV OUT: 428.00 TO 58 5 0 2.5 5 10 20 435 I I i FILL ( IN F EET) (TYP.) 1 inch 5 f1. 1.2 HORIZONTAL GRAPHIC SCALE 430 EXISTING _/ 50 0 25 50 100 200 GRADE (TYP.) I I i In I >;rI 425 I ilich = 50 fl. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 370 STR:6oB VDOT STD. DI-313 (L=12') -TP=437.50 -INV OUT: 429.67 TO 6o 435 'ROPOSED 8" DI VATERLINE CROSSING 430 1S" HDPE 36.14 LF @a 1.85% 0+00 STR-6oB - STR-6o NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. STR:64 VDOT STD. DI-3C (L=6') TD-. I. G-, 0+00 o+So 1+00 1+50 2+00 2+So 3+00 3+50 4+00 4+50 5+oo S+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o �KOTT R. COLLINS'- N0. 35 791 ZONAL E� W w 0 rr� r-I M G N N Z) J +--I +--1 0.) o" U _ w co ARY Z 0 M o o w a m Q O � z z U a w w O w ~ 0 O 0 O z V1 g z 0 Ln z ~ Lu W LijW Q W J o w o w z z cn cn w LU QE E LL 0 J m D U) O O WLn L 00 N N 00 Q N M N N ,\-i M L9 z Q J Z cy) � W cy) I- M ~ 0 N J M Q � z N LL w C) 1 N L) w Q > z Z W W J I- > o� V) (n Q W W a -1 Q � ~ o OJ O 0 � o _ W U CD w W Q W �--i J Q ulU 0 I --I ZW (� W O U z O J W cn J� u- LL p W 0 N Q Lu u Q Z w 0 w JOB NO. 172131 SCALE 1 "=50' SHEET NO. 17 _z 00% 475 INTERSECTION WITH PETER JEFFERSON PARKWAY I� ul a, L!1 470 , � 1p * �, M rn Q / ++ ci W H W >1� m > w co W 'j 465 :10+53-99 PVLELEV: 475.65 � K: 5.01 // LVC: 40.00 46o 455 450 445 440 PROPOSED SANITARY 435 SEWER CROSSING 430 425 420 415 410 405 400 395 390 S• 375 FILL (TYP.) PVI STA: 12+8o oo K:16.31 LVC: 45.00 N O ci L!1 ry) N Ln N O Lr) 0 V) rn Lu r-1 Lu In m W Lu PROPOSED 8" 45' BEND TO FISHER STREET WATERLINE i i PROPOSED SANIT. SEWER CROSSING \-EXISTING GRADE (TYP.) NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIS OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE- ENTIRE ROADBED AREA IN ACCORDANCE -- WITH VD T 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I B CKFILL MATERIAL SHALL BE CRUSHER RUN GATE S I Z _2_5-OR-26,_AG G R EGAT AT SI E 21A OR 21B, IFLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RU AGGREGATE SIZE 25 AND 26, PER VDOT RO D AND BR DGE SPECIFIC TIONS, SECTION 302.03G. NO ES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF ' OF VERTICAL SEPARATION FROM STORM SEWER ' OF SEPARATION BETWEEN SANITARY SEWER MUST BE PROVIDED. 1.4' 6oA PROPOSED 8" CL 52 DI WATERLINE RGUEILLO STREET VERTICA� GRAPHIC SCALE 2.5 25 O Ln O rn N O rf) N + ul H W v > > m m 3 5' ( IN FEET ) 1 inch = 5 f ( IN FEET ) PVI STA: 15 92.00 PVI ELEV: 13.30 K:15. 9 LVC: 12 .00 1.0' PVI STA: 17+09.00 PVI ELEV: 407-45 5.16 LVC: 40.00 00 m 00 It a) + o6 � of +N It H w 'i u; v; � m � w W 00 ,,0Ln N r-� It N 0 o0 m PROPOSED 8"4' TEE & 4" G.V. TO BUILDING #5 WATER METER & FIRE LINE PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE PROPOSED 8"x6" REDUCER & 6" G.V. PROPOSED 6" CL 52 DI WATERLIN I� ^ °� o o H 0 m 0 °? uNi �t Ol Ln lfl I� OM ° n CO CO Il Ln D r � M lD O Ln C L1 f1 1 N M N l ri p H O 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 2.4' PVI STA: 18+07.68 PVI ELEV: 394.87 K:15.48 LVC: 120.00 PROPOSED 6" 45' BEN PVI STA: 22+25.00 PVI ELEV: 386.91 K: 6.75 LVC: ioo.00 390 0 00 HIGH PT. STA: 21+88.ciq 390 *1 00HIGH + \ PT ELEV: 38 .03 ^ + 00 PVI STA: 23+25.00 M ri N 6i N M w VI ELEV:374.1 u m w K: 18.21 LVC:So.00 385 0° W O p O + Ln O � 385 M O _ lD ^ Lpn n ^') + rn 2.o6% \ \ N W N W / Ul V > l/1 > m V W 38o < 0° w 380 79 FILL (TYP.) V 375 375 � EXISTING GRADE (TYP.) v 370 \ \ 370 (TYP.) \ PROPOSED GRADE 365 1a 365 \\ ODo 360� 36o ARG3UELL0 S T R E T 355 355 350 350 M co 0 Q1 M rl Ln co N M U, N rl lD N �D �i � lD 00 O � � l0 � i M 00 M 0 Orn 1n- M M M M M 00 r- 00 k,D Cn + M 00 w � V vi > u Lu 's. FILL (TYP.) �TH 0�� fSCOTT R. COLLINS� No. 35791 � ��ssIONAL E��Z M .-i F rl M e N N J rl •r-i � ON a's ` m . I m u m z a a c Z o 0 0 a H H � � z z ` u a w w F uj o - O O `< H z O Q u ul) u N c � z a a u F > W L w J W LuW o o w w u ce Lu F 1u o 0 Ln L M N N Q N � M N z J 22+00 22+50 23+00 23+50 24+00 24+50 -_, 0.) M� C J c Cn N � w H� J Q c 420 N LL w CD C') 1 (n w 4 1-5 QN i z Lu Lu U) Lu 410 C/) Q -j PVI STA: 20+ 6.i5 1 j a- 1--q PVI ELEV: 384.05 Q LL I(: 32.22 LVC:135.00 O O O �� O1 OW PT. STA: 2 +8 .18 405 J ~ 00:384.76 LOW PT ELEVH Q ® w + M ow + Nw M cn z ul) > V m 0i u > W Ll U Lu J m w PVI STA: 22+25. 0 400 PVI STA: 19+78. o K: 6.75 ~ J Lu PVI ELEV: 86. 3 5 LVC: 1oo.00 Q I<: 17 40 LVC: 0 00 HIGH PT. STA: 21+88.93 0 U-) Lfi C 50.00 ^ HIGH PT ELEV: 386.03 ^ 00 O O 0 NH _ N M W ��; N M W 395 I- w ^� + (� �� a ry)� \ �, um uW z w O W N V W 00L J > m i > W / m W 390 / J O w U) z.13 Q 0 2.06% 385 LPL 46A _ A LL PROPOSED 6" 450 BEND TO BUILDING #6_/ O uj WATER METER & FIRE LINE CONNECTION MIN. PROPOSED 4" go' BEND TO BUILDING #60PROPOSED FORCE MAIN SANITARY WATER SERVICE CONNECTION NN < Q SEWER SERVICE LATERAL CROSSING \ 38o PROPOSED 4" 450 BEND TO BUILDING #6 79 ems° 0 WATER METER & FIRE LINE CONNECTION U Q 75 I c w PROPOSED 4" CL 53 DI WATERLINE EXISTING GRADE (TYP.)375 � c G Lu = a 172131 JOB NO.. N M Ln Ln L(1 00 I� 00 I� t lD N N co I� 00 N n 00 00 0) O I� M p1 M N o 0 I'o N o co Ln m Ln �t rn Ln L!1 000 M SCALE O Ol 01 0 Lf W 00 00 00 00 rv' M M M M M M M M M M M M M M M M M 1 11- 50 1 SHEET NO. 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 18 PVI STA: 10+15.00 470 K: 2.50 VC:1o.o0 LOW PT. STA: 10+15.0 LOW FIT ELEV: 449.28 465 OO M OO m m o � N 6 + Ow ow rl m W ; 46o m Lu PVI ELE : 449.93 K: 16.81 LVC: 145.00 rlot °, rn455 i N o 450 -2.00% 445 / PROPOSED 8" 450 BEND TO / 1.7' ARGUELLO STREET WATERLINE 440 435 465 M LO O M Lii ;� l/l m U w $) w � 6/ 470 PVI STA: 12+00.00 PVI ELEV: 453.8o K: Sj.16 LVC: 25.00 PVI STA: 1 + 3 95•00 °, O N PVI ELEV: 444.58 465 o K: 6. 1 STA: 11+22.5 /I ELEV: 453.32 co �n � w � n � w EXISTING GRADE (TYP.) : 1 �_o \ K: 9.34 Lii > v;> 1 °, rn , o LVC: 25.. .0 m m w �� N ' S� e H� � UJ rol 460 N Ln M O + � / U V u > V > \ / m Lu \ m w � Lii H Lii \\ u m v w PROPOSED 8"x8"TEE & (3) 8" G.V. � PVI STA: 14+29.3g m w -Z.00% PVI ELEV: 442.10 / K:15.78 \ 455 o PROPOSED i" WATER :35 00 SERVICE TO CLUBHOUSE 3 5' PROPOSED 8" CL 52 DI WATERLINE a) 910 m N 00 M 00 N It 't M N. ri PROPOSED GRADE (TYP.) � FILL a -I W Ln > 450 (TYP) W6 / m 1.1 PROPOSED WATER SERVICE PROPOSED 6" CL 52 DI WATERLINE TO BUILDING #1 WITH 8"x4" TEE & 4" G.V. 63 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE OPOSED 8" 45° BEND PROPOSED 4" FIRE LINE 37 7 22 TO BUILDING #1 WITH 1.6' 8"x4" TEE & 4" G.V. PROPOSED SANITARY SEWER CROSSING PROPOSED 8"x6" CROSS, (2) 6" G.V. & (2) 8" G.V. PROPOSED 8"x6" REDUCE rl p N N rl 00 `-! O n It It � 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 FISHER STREET 1.2 14+00 PVI STA: 14+50.00 PVI ELEV: /zLzL.18 PROPOSED FIRE HYDRANT ASSEMBLY WITH 6"x6" TEE 445 -PROPOSED 6"x4" REDUCER ROPOSED 4 P"x4" TEE & 4" G.V. IIS oo� TO BUILDING #4 FIRE LINE 440 PROPOSED 4" CL. 53 DI WATERLINE TO BUILDING #4 WATER SERVICE 1i 5v 435 PROPOSED SANITARY SEWER SERVICE Ln o LATERAL FORCE MAIN CROSSING l0 � 14+50 465 K: 15.23 LVC: 4o.00 / LOW PT. STA: 3.4+45.23 VI STA: 10+75.0 LOW PTA €1/-444.30 4 6o VI ELEV: 450.1 0 0o O '1 \ 46o Op p + + � LVC: 50.00 PVI ELEV: :12+07.00 448.80 o r- o � K 44.09 � H w H w PVI STA: 15+ 6.59 0 H 0 61 LV : 50.00 � > � > PVI ELEV: 4 5.59 + Ln a 't + o Ln o � > m > w m w 7.55 455 �, u 'i u o o i TA:14+00.00 LV .5o.0 455 5+23.87 m � > w °+° It + PVI ELEV: 68 IGH PT. STA: m w '4.Sg� H Lii I Lii K: 22.024 HIGH PT ELEV: 445.28 u > m u > w �� LVC: 25.o0 rn 00 rn It m w PROPOSED GRADE (TYP.) 0, rn 0, Ln r4 Lr, \ ri It 45 O \ \ -- -1.00° N + \ co 't LnLn m V `+° 450 rl V PROPOSED 6" go' BEND TO \ u > > > FIRE HYDRANT ASSEMBLY _z 14/ m m > Lum Lu \ 445 FILL (TYP.) i MIN. 1.63% 1.000 445 \ PROPOSED FORCE MAIN SANITARY :Soo PROPOSED 12" ROOF/ SEWER SERVICE LATERAL CROSSING 1 ° YARD DRAIN CROSSING, PROPOSED 6"x4" TEE & 4" G.V. 440 \ , �' TO BUILDING #2 WATER SERVICE 1.5' 440 PROPOSED 6"x4" TEE TO BUILDING #2 & 4" G.V. FIRE LINE PROPOSED 1 0' 8"x6"CROSS, PROPOSED 6" go' BEND TC (2) 6" G.V. & (2) 8" G.V. 1 MAINTENANCE BUILDING � 357eG.V. SERVICE & FIRE HYDRANT) 1 435 PROPOSED 6" CL 52 DI WATERLINE 435 PROPOSED 6"x TO BUILDING #3 WATER SERVICE FILL 1/ (TYP.) PROPOSED 6"x4" TEE & 4" G.V. j TO BUILDING #3 FIRE LINE 430 430 425 1 425 420 420 1 / 415 V 415 410 410 00 O lD lDLn Ln LnLn tD O �t M I� Ln ^ O O O N � N O O O H �t Cn M O It O ci Ln c.j 0 Ln 't M M 't M lD M It �t 00 -It 't O 00 Ln �t L lD Ln �t o lD lD M lD lDIt N M w l0 O N lD lD 00 O -1- l0 't �• N � N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 F-TRAVELWAY B 14+50 15+00 15+50 16+oo PETER J ✓ATER SSEMBLY 490 PVI STA: si+o5.5o PVI ELEV: 485.28 K: 5.12 LVC: 55.00 o rn o rl O 00 0 + Ln M ci D0 � + -d- o w H Lj 490 > ul > 00 > w m w z.00q/0 485 - 485 INTERSECTION WITH FILL FFERSON PARKWAY (TYP.) 4', 48o PROPOSED GRADE (TYP.) 48o REMOVE 12" PLUG AND TIE-IN TO EXISTING 12" DI WATERLINE PVI STA: 13+28.95 WITH A 12"x8" REDUCER PVI ELEV: 456.79 475 K: 15.48 475 LVC:120.00 So u � rn 0 00 It � (.000 00 n 4- 470 N 0i u M Lij ; 470 w m Lu M N. 465 PROPOSED 8" CL 52 DI WATERLINE 465 EXISTING GRADE (TYP.)- / 46o 46o 455 i' 455 FILL (TYP.) - .00% 1. 3.' 450 39 450 PROPOSED 8"x8" TEE & (3) - 8" G.V. 445 445 PROPOSED SANITARY SEWER CROSSING 440 440 r�i M N Ln � �O ^ l0 lD M It m 10+00 10+50 11+00 11+50 12+00 12+50 TRAVELWAY A NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 13+00 13+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 2.5 50 100 200 ( IN FEET ) 1 inch = 50 ft. /, ei" fSCOTT R. COLLINS'Z U No. 35791 111 1�0�Als��IOATAL E� rl M N N o m Q zro D Z O U) 0 0 a H H � � z z U LL LU Ln UJ ~ O O z U U W � Q m m w w W w 3 _q o 0 11J L N N Ln M Q N � M N rl ri Luz Q J W c) M � -: Cn N J cQ O LL w O 1 N (n w Q >7 z w w J U)Lu Q J � a-1­q LL 0 O OI pC i ll_ o- r) ® Lu = cn z w U W ' J Lu Lu � J ulU) � Q z Lu w ® U z J( Lu0./ n o JQ LL U LL O Lu 0 O r"1 N Q Lu Z w O w d � JOB NO. 172131 SCALE 1 "= 501 SHEET NO. 19 PROPOSED M WA 55 PVI STA: 10+12.00 PVIELEV: 449.12 K: 5.13 46o L C:18.00 PV STA:12+19.00 0 Ln a°00 PNr I-E L EV: 440.24 K:17.51 / ° \� rn 0 � + PVI STA: 1o+6o.00 LVC: 35•00 / ° w ° ,1; PVI ELEV: 445.03 LOW T. STA: 12+1g.o0 / \ Ji > vi > k;: 15.1$ LO PT ELEV: 440.33 / > CO > w LVC: 6o.00 / 455 m w o Ln o �o o ri 0 N oLn + + � + � PVI STA:11+50.00 N / ° `wJ ° `w� PVI ELEV: 440.93 u u � cii > K:15.45 u m v w / \ 45 o m > w "i LVC:55.00 m w / PVI ST : 13+57.00 \ / F 1 N N � o 5.25 -5.00 0 N 't � 1 + + Lij/ LV :15.00 -8.510�'o vi > v > / Ln ° Ln� 11 i m > Lu/ a) O It 1p M 1 445 m w + + �t / r-1 w H w �•S6o / u � u � 1 AINTENANCE BUILDING A m 0o w Lu 1 TER SERVICE CROSSING 1 �3 � �I/ -1.000 / 1.00% -2.0p� 1 440 i ' / / 1 435 1 430 1 425 1 420 1 415 1 410 1 405 = I 23 FILL 1 (TYP.) PROPOSED SANITARY SEWER SERVICE �, LATERAL FORCE MAIN CROSSING f �� PROPOSED BUILDII WATER SERVICE CROSSING 2g )SED BUILDING $4 FIRE LINE CROSSING 465 46o 455 1 TH �KOTT R. COLLINS'Z L� No. 35791 111 1�0 �1S`SIIONAL Lu 450 w O rrw r-I M G N N � O 445 <°' °' U _ w z co � Lu Lu cl� ¢ ¢ Q Z O U) 0 0 w PVI STA: i5+50.00 a Q co Ln Ln PVI ELE : 430.57 ® a w w K: .07 440 H Ln w z z LVC.40.00 o Lr) o u g O It O Na- Q d d w o Ln o O r 1 r0'm rn n > � w w (n w L w F'VI STA: 16+76. o W � Q o_ a s Lii U Lri u PVI ELEV: 414.5 435 o o > m ; w :17.23 Y� z w m uw LVC:15o.00 Lu L U- °o o 0 O H 't 14 Q Ln H o + H w ,� w 430 2: L;; U > > m m LuLn Lum PVI STA:18+oo.00 PVI ELEV: 409.49 pro K:2 •43 o 425 �� \ /-PROPOSED GRADE (TYP.) 0 0 o rn O Ln Ln o o L!1 rn 00 ll H N + 0 PVI TA: 18+65.00 H u PVI ELEV: 4o8.19 m u 11 K:15.o0 m w LOW P�. : 45.00 STA: 18+72.50 LOW T ELEV: 408.34 � , � U? \ N 0 CO � � o + v 00 00 u FILL m w Lu> u u °� _ J\ EXISTING GRADE (TYP.) (TYP.) oso PROPOSED 8"x4" TEE & 4" G.V. 2.0poo 1.060/0 PROPOSED 4"x4" TEE & 4" G.V. TO A BUILDING #5 WATER SERVICE M 5' \ 420 1 415 1 410 1 PROPOSED 4" go' BEND & 4" G.V. 405 TO BUILDING #5 FIRE LINE 1.5' PROPOSED 4" CL. 53 DI WATERLINE PROPOSED 4" 22.5 BEND PROPOSED SANITARY SEWER SERVICE LATERAL FORCE MAIN CROSSINGS 400 N N rl 00 M Ln Ln Ol l0 M O l� Ql N Ql H H H �t It It I� O N `� ri �t Ln O O r•I 00 t ci O ri r-1 Ln N Ln l0 ''1 Ln Lrl 0 ^ Ln �t 0) ri r� rn Ln 00 p l0 O c4 l0 O M ^ 00 I� r'n ri O ci rn M T 01 0 06 0 O -z M N M M 't Ln Ln N O O O O O v O r-1 ', ri 0 �t - �t �t .t .t M M MIt It -It It It M N ri rl O O O O It O It It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5 14+00 14+50 15+00 15+50 16+oo M O RAGA STREET VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft 16+50 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 400 400 EXISTING GRADE (TYP.) 395 395 1 _FPROPOSED 6" 45' BEND TO / / [PROPOSED GRADE (TYP.) ARGUELLO STREET WATERLINE / 390 390 \\ram 385 385 PROPOSED 6" CL 52 DI WATERLINE PROPOSED 6"x4" REDUCER JPROPOSED 4" 22.5° BEND 49 PROPOSED 4"45° BEND TO BUILDING #4 WATER SERVICE CONNECTION 38o 380 PROPOSED 6" 45' BEND PROPOSED 4" CL. 53 DI WATERLINE PROPOSED 6"x6" TEE TO FIRE HYDRANT ASSEMBLY & BUILDING #6 FIRE LINE 375 375 m 00 m O M m 00 m M rn rn 0+00 0+50 1+00 ARGUELLO STREET WATERLINE CONNECTOR I o 0 z Q J � LJJ M I --I O N J c� Q d' IZ-I w O LL. N (n w Q >7 z LLJ _j U) Q J I11 Q LL O O O Q ® Lu U Lu ' J Lu Lu ul< < U) 1--I zLu V ) w O U z O J Lu U) JQ LL U LL O Lu 0 O r"1 N Q I C w O G w cl� _ a � JOB NO. 172131 SCALE 1 "= 50' SHEET NO. 20 475 470 MH-4 465 STA:8+05.69 PROPOSED GRADE (TYP.) RIM:459.00 f _ INV IN. 437.86 FROM MH-5 i INV OUT. 437.66 TO MH-3 \ 69 / MH-5 / \ 0 460 STA:1o+54.37 z MH 3 RIM:453•o8 \ w MH-2 STA:6+83.78 INV IN. 439.28 FROM MH-8 \ Z STA:2+99.93 RIM:446.00 - INV IN. 439.28 FROM MH-6 / \ Q RIM: 449 75 INV IN. 437.07 FROM MH 4 INV OUT. o8 TO MH- 439 4 / Lu MH-7 INV IN. 434 97 FROM MH 3 - - INV OUT. 436.87 TO MH-2 MH-6 STA:16+27.14 / 455 INV OUT. 434.77TO MH-1 i - R M:�4+8 48 445 3 RIM:449.58 \ / / \ / INV IN. 441.44 FROM MH-7 �\ INV OUT.443 7 1 TO MH-6 " PROPOSED 6DI / INV IN. 441.44 FROM MH-g / i / FILL WATERLINE CROSSING ` / INV OUT. 441.24 TO MH-5 � / (TYP.) i i PROPOSED - DI PROPOSED 8" DI 4" �_ FILL WATERLINE CROSSING WATERLINE CROSSINGS EXISTING GRADE (TYP.) � i � � / 63 1• / 445 PROPOSED 4" DI - j WATERLINE CROSSINGS 37 65 2.3' 2.1' 8" SDR-26 PVC � 172.66 LF C 1 O°% PROPOSED PRIVATE 6" PVC SANITARY SEWER 440 8" DIP SERVICE LATERAL Qa 3.35% SLOPE �T 392.11 LF Qa 0.50/0 PROPOSED 12" ROOF/ 8" DIP � YARD DRAIN CROSSING 117•91 LF @a 0.50% 435 DIP 8 379.85 LF @a 0.50% NOTE: 24" STEEL CASING PIPE REQUIRED ON 8" DIP SANITARY SEWER BETWEEN MH-5 AND MH-4 244.69 LF @a 0.50% 430 00 l0 M M I� M 00 N O N 00 00 Ol .•t O ci N M l0 al Ol 00 It O Ln O l0 t,p ri N O M Q1 Ol c 1 O N 't O �t 00 00 N l0 lf'1 lD lU ci M G 00 c I L!1 i0 I� L(1 ci �t l0 �i O LO M O Lf) lO Ol Ol ci Ln �? Ln Ln Ln �1 Ln O Ln I� O Ln Ln to Ln n d d rn L!1 rn m �;� In al .t O Ln �;� Ql d- lD N Ln O Ln M t0 L!1 l0 Ln O Ql 'tIt 00 Ln 't M n 1 It �t .t .t �t It Ln t � t D 0LO Lr)m Ln � Ln Ln Ln � � � I Ln Ln 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 ACSA GENERAL WATER & SEWER CONDITIONS 7+50 8+oo 8+5o 9+00 9+50 M H -7 - EX- M H 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 465 46o 455 450 445 465 EXISTING GRADE (TYP.) 46o rn L 2 22 o� 455 ° ° \ LL LL � N °' ry \ O It It N Ln It 5\ O m H H It ri) 0o H z\ z z o a, Q > 450 o = Q � >> > U-) Z V :2u1Q� ZZ Z 440 PROPOSED 8" DI WATERLINE CROSSING 435 '.0 00 m Ln �.51 PROPOSED GRADE (TYP.) 3.0' MIN. 8" DIP ' 149.24 LF Qa 0.50% PROPOSED PRIVATE 6" PVC SANITARY SEWER SERVICE LATERAL @a i.00% SLOPE o � H 00 k.0 Ln 0+00 0+50 1+00 1+50 MH-g - MH-6 PROPOSED ROOF - DRAIN CROSSING 445 1.0' 440 435 455 10+00 10+50 11+00 11+50 12+00 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.o3G. VERTICAL GRAPHIC SCALE 0 2.5 5 10 20 ( IN FEET ) 1 inch - 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 IN FEET MH-5 1 inch = 50 ft. STA:10+54.37 RIM:453•08 MH-8 INV IN. 439.28 FROM MH-8 STA:1+22.79 INV IN. 439.28 FROM MH-6 RIM:449.00 INV OUT. 439.o8 TO MH-4 INV OUT. 439 88 TO MH 5 455 450 PROPOSED GRADE (TYP.) i D 450 Q w J EXISTING GRADE (TYP.) 445 445 FILL PROPOSED 8" DI (TYP.) WATERLINE CROSSING 3.5' MIN. -- 1.5 - _ _ 440 440 8" SDR-26 PVC 118.79 LF Qa 0.500/0 .6 X 1 � 61 �/ 435 PROPOSED PRIVATE 6" PVC SANITARY SEWER 435 SERVICE LATERAL @a 2.00%SLOPE o� Ln rn H N m 0+00 0+50 1+00 1+50 MH-8 - MH-5 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo NOTE: DUE TO MINIMUM SLOPES, CONTRACTOR WILL BE REQUIRED TO HAVE EACH SANITARY SEWER PIPE SEGMENT SURVEYED, SLOPE VERIFIED, AND APPROVED BY THE ACSA PRIOR TO CONTINUING UPSTREAM. 475 16+5o 17+00 17+50 18+oo 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 IeAWTH NIP_fSCOTT R. COLLINS'Z U No. 35791 "Ll 1�0�Als��IOATAL E� N N o L ` ro z � Q a ` Z o cn 0 0 � z zLn ` U a w � w � F LL, ~ o O O ` z O QLnN U U L z a a � > t W w � J Q w a w a _ o o w w Ce L ce LU F o 0 11J L N N Ln M Q N � M N r1 ,--I L9z Q J Cn � W (y) 1--I M � -: CY) N J CY) Q N LL w C') 1 N (n w Q >7 z W W _j J LL co Q W W a- J Q � LL O p 0 J 1_ - zelf < V J w U r) a- Q Lu_ J z < < Wuli--i W (f) Nw O L.L 2 ® U z J�- O W (n J!Q LL V LL. O W 0 C) r--) N Q I C w G w a � JOB NO. 172131 SCALE 1 "= 50' SHEET NO. 21 G) C M r r 0 T� /V M M —i z M V M n 0 z Lr) G) 1 1 V I z rn M O + O O 0 + v, O N 0 O N + 0 N + 0 0 N In O w O 0 w U1 0 + O O o o O NN ON � O � O � O 0 00 l.n ZOO) L L I N E N I N E E 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902-434.293.3719 PROJECT Lo N m Iu D 1--Am MARTHA JEFFERSON HOSPITAL PRESIDIO APARTMENTS - FINAL SITE PLAN N i P i—+ z O ®m LQO SHEET VDOT SIGHT DISTANCE PROFILES O 0 a 0 0 N + 0 0 Ln + 0 O Ln 0 rn O O V 0 0 V V 00 00 l0 lD O O L 1 O 111 O In O O= Co ui O L n m 475.6 I 477.2 l \ \ I 478.5 \ J� S 480.1 Q \ 482.0 484.0 m x \ 486.o z \ D l 0 � 487.6 86. 4 74 _ � ,�, -� O O r u' T z O0 m 488.7 m o O c) v, D \ G) m \ � � 1 v 490.0 \1 491.3 492.5 I 1 O_ I 494.2 s- 496.2 \I 498.3 O = 00 � O -, V -P, V 4- -P, 00 00 -P, lD U1 O lD O In O In O l/1 O REVISIONS DATE REVISION DESCRIPTION 11/25/19 INITIAL FINAL SITE PLAN SUBMITTAL 12/18/19 REVISED PER JPS COMMENTS DATED 191213 1/3/20 REVISED PER JPS COMMENTS DATED 191231 3/2/20 SUBMITTAL OF THE FINAL SITE PLAN TO ALBEMARLE COUNTY FOR REVIEW U'1 O In In O Ln Fhese plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING. TABLE 1- so -YEAR STORM FLOW H TABLE z - io-YEAR STORM HYDRAULIC GRADE LINE 0 Design Storm Year = to Design Year: 10 Project: MJH Apartments Job #: 172131 Prepared by: AML, PE TABLE 3 so -YEAR STORM PIPE DESIGNS POINT DOWNSTREAM DRAIN RUNOFF CA INLET RAIN PIPE DESIGN = 0.013 SCOTT R. COLLINS'- n Rpe Hydrology Pipe No. 35'791 � w 4 N E E U w U U U SS 3 2 0 C a)m v c v A N S SIGNAL F1S + Vy m c E m o .3 o 'c E rm 3 y 0 - 2 6 U E 0, w m S m 2 m d o 0 li a°i O .S m c° E a > 3 Rpe run: STR-10 - SWM Basin 10 8 0.25 0.60 0.150 0.150 7.00 6.07 0.91 0.91 402.33 401.77 89.2 0.013 0.0063 15 5.55 3.31 0.45 8 6 0.68 0.60 0.408 0.564 7.45 5.95 2.43 3.36 401.67 400.85 132.2 0.013 0.0062 15 5.51 4.70 0.47 6 4 0.15 0.70 0.105 3.046 7.92 5.83 0.61 17.76 400.75 397.50 77.2 0.013 0.0421 18 23.35 14.52 0.09 4 2 0.00 0.90 0.000 3.046 8.01 5.81 0.00 17.76 389.50 386.25 35.8 0.013 0.0907 18 34.27 19.56 0.03 2 SWM 0.00 0.90 0.000 3.046 8.04 5.80 0.00 17.76 384.00 382.00 24.2 0.013 0.0828 18 32.75 18.84 0.02 LU Ripe run: STR-24 - STR-6 LU 24 22 0.40 0.60 0.240 0.240 6.00 6.35 1.52 1.52 442.00 435.77 121.9 0.013 0.0511 15 15.82 7.93 0.26 � 22 20 0.15 0.80 0.120 0.360 6.26 6.28 0.75 2.26 435.67 434.85 98.0 0.013 0.0084 15 6.41 4.72 0.35 0 LL 20 18 0.41 0.75 0.308 0.668 6.60 6.18 1.90 4.12 434.75 433.00 161.5 0.013 0.0108 15 7.27 6.07 0.44 r 18 16 0.09 0.70 0.063 1.669 7.05 6.05 0.38 10.10 432.00 428.43 103.8 0.013 0.0344 15 12.98 11.68 0.15 z -1 N M N 16 14 0.29 0.80 0.232 1.901 7.19 6.02 1.40 11.43 428.33 425.67 46.4 0.013 0.0573 15 16.75 14.64 0.05 O Q 14 12 0.00 0.90 0.000 2.233 7.25 6.00 0.00 13.40 422.00 413.43 129.E 0.013 0.0661 15 17.99 16.05 0.13 '� '� W 12 6 0.18 0.80 0.144 2.377 7.38 5.97 0.86 14.18 413.33 406.33 90.1 0.013 0.0777 15 19.51 17.32 0.09 Rpe run: STR-28 - STR-14 z Q Q Q 28 26 0.39 0.80 0.312 0.324 6.00 6.35 1.98 2.06 434.50 433.92 85.3 0.013 0.0068 15 5.77 4.29 0.33 z to 0 0 w �- � � CO 26 14 0.01 0.80 0.008 0.332 6.33 6.26 0.05 2.08 429.00 426.92 33.2 0.013 0.0627 15 17.52 9.54 0.06 - z z Q Rpe run: STR-34 - STR-18 U 0- � UJ O 34 32 0.18 0.90 0.162 0.162 5.00 6.67 1.08 1.08 443.00 440.00 93.6 0.013 0.0321 15 12.54 6.09 0.26 W LLJ I- z 32 30 0.24 0.75 0.180 0.342 6.00 6.35 1.14 2.17 436.00 435.10 94.7 0.013 0.0095 15 6.82 4.89 0.32 0Ln 0 0 g 30 18 0.13 0.80 0.104 0.938 6.32 6.26 0.65 5.87 135.00 433.00 75.7 0.013 0.0264 15 11.37 9.27 0.14 z Q J d Q d d w � Rpe run: STR-40 -STR-30 � � > V) Q0-0- w w J W o o z z w w - Ripe run: STR-64 -SWM _ - > - > w W W = ♦ 64 62 0.23 0.85 0.196 0.196 5.00 6.67 1.30 1.30 446.83 443.00 67.6 0.013 0.0567 15 16.66 7.84 0.14 IY 0� LL L 62 60 0.34 0.60 0.204 0.602 7.00 6.07 1.24 3.65 438.67 431.00 66.6 0.013 0.1153 15 23.76 13.87 0.08 O 60 58 0.23 0.65 0.150 0.814 7.08 6.05 0.90 4.92 428.00 419.00 94.5 0.013 0.0953 15 21.60 14.15 0.11 J 58 56 0.11 0.60 0.066 0.880 7.19 6.02 0.40 5.29 418.00 408.60 92.0 0.013 0.1022 15 22.37 14.90 0.10 56 54 0.07 0.75 0.053 0.933 7.29 5.99 0.31 5.59 407.50 407.10 33.0 0.013 0.0121 15 7.70 6.83 0.08 � m 54 52 0.05 0.90 0.045 0.978 7.37 5.97 0.27 5.84 407.00 400.67 105.3 0.013 0.0601 15 17.16 12.61 0.14 (n 52 50 0.03 0.90 0.027 1.005 7.51 5.93 0.16 5.96 398.00 387.10 117.1 0.013 0.0931 15 21.35 14.88 0.13 50 48 0.16 0.60 0.096 1.101 7.64 5.90 0.57 6.49 386.50 383.10 80.4 0.013 0.0423 15 14.39 11.42 0.12 48 46B 0.13 0.85 0.111 1.211 7.76 5.87 0.65 7.11 383.00 382.77 20.7 0.013 0.0111 18 11.99 7.05 0.05 46B 46 0.20 0.60 0.120 1.331 7.81 5.86 0.70 7.80 382.67 382.42 24.7 0.013 0.0100 18 11.38 6.91 0.06 46 44 0.07 0.85 0.060 2.067 7.87 5.84 0.35 12.08 375.00 372.00 48.1 0.013 0.0624 18 28.43 15.35 0.05 44 42 0.04 0.85 0.034 2.101 7.92 5.83 0.20 12.25 368.00 363.83 66.0 0.013 0.0632 18 28.61 15.45 0.07 42 SWM 0.14 0.80 0.112 2.213 7.99 5.81 0.65 12.86 359.00 358.00 34.7 0.013 0.0288 18 1931. 11.65 0.05 Rpe run: STR-60B - STR-60 -q � O O w N N 60B 60 0.07 0.90 0.063 0.063 5.00 6.67 0.42 0.42 434.50 433.67 36.1 0.013 0.0230 15 10.61 4.09 0.15 W M Q � Rpe run: STR-70 - STR-62 70 68 0.03 0.90 0.027 0.027 5.00 6.67 0.18 0.18 462.58 461.10 33.5 0.013 0.0441 15 14.70 3.83 0.15 68 66 0.10 0.85 0.085 0.112 5.15 6.62 0.56 0.74 461.00 447.00 136.7 0.013 0.1024 15 22.39 8.21 0.28 66 62 0.12 0.75 0.090 0.202 5.42 6.53 0.59 1.32 443.00 440.00 87.9 0.013 0.0341 15 12.92 6.67 0.22 Rpe run: STR-80 -STR-46 80 78 0.06 0.85 0.051 0.051 5.00 6.67 0.34 0.34 379.00 378.60 48.9 0.013 0.0082 15 6.34 2.67 0.31 J 78 76 0.18 0.70 0.126 0.177 6.00 6.35 0.80 1.12 378.50 378.10 44.7 0.013 0.0090 15 6.64 3.96 0.19 76 74 0.13 0.80 0.104 0.281 6.19 6.30 0.65 1.77 378.00 377.10 114.4 0.013 0.0079 15 6.22 4.34 0.44 T 74 72 0.47 0.75 0.353 0.634 7.00 6.07 2.14 3.84 377.00 376.10 129.2 0.013 0.0070 15 5.86 5.09 0.42 L U 72 46 0.05 0.85 0.043 0.676 7.42 5.96 0.25 4.03 376.00 375.50 52.4 0.013 0.0095 15 6.82 5.78 0.15 M (- TABLE INLET CHART - in/hr 4-CURB 4.0 V 1 N J M Q z N LL W N (1) W z LU zw J� \J n v J� L.L Q J - Lu Q o 0 U J �, Q C) (ui r ^ V LU WU � z Q W J Ce for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr < 0 U TABLE 5 - CURB INLET CHART - 6.5 in/hr ram^ V 1 ZUJ W O - U z O J W w J1. i... Q LL C� LL LU 0 0 r1 N Q `2 1 i- W rrn O w d JOB NO. 172131 SCALE N/A SHEET NO. for inlets draining to stormwater managerr ent facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 23 STRUCTURE AREA COEFF. TIME FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE D[A CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN IN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 10 0.25 0.60 0.15 0.15 7.00 6.07 0.9 8 402.33 401:77 89.20 0.0063 15 5.6 3.3 26.9 8 0.68 0.60 0.41 0.56 7.45 15.95 3.4 6 401.67 400,85 132.21 0.0062 15 5.5 4.7 28.1 6 0.15 0.70 0.11 3.05 7.92 '15.83 17.8 4 400.75 397150 77.17 0.0421 18 23.3 14.5 5.3 4 0.00 0.90 0.00 3.05 8.01 5.81 17.8 2 389.50 386,25 35.84 0.0907 18 34.3 19.6 L8 2 0.00 0.90 0.00 3.05 8.04 j5.80 17.8 SWM 384.00 382!00 24.16 0.0828 18 32.7 18.8 1.3 24 0.40 0.60 0.24 0.24 6.00 j6.35 1.5 22 442.00 435i77 121.87 0.0511 l5 15.8 7.9 15.4 22 O.15 0.80 0.12 0.36 6.26 '�i.28 2.3 i 20 435.67 434I85 97.96 0.0084 15 6.4 4.7 20.8 20 0.41 0.75 0.31 0.67 6.60 .18 4.1 18 434.75 433!00 161.51 0.0108 15 7.3 6.1 26.6 18 0.09 0.70 0.06 1.67 7.05 .OS 10.1 16 432.00 428':43 103.75 0.0344 15 13.0 11.7 8.9 16 0.29 0.80 0.23 1.90 7.19 .02 11.4 14 428.33 425�67 46.41 0.0573 15 16.8 14.6 3.2 14 0.00 0.90 0.00 2.23 7.25 j6.00 13.4 12 422.00 413,43 129.58 0.0661 l5 18.0 16.0 8.1 12 0.18 0.80 0.14 238 7.38 5.97 14.2 6 413.33 406,33 90.13 0.0777 15 19.5 17.3 5.2 28 0.39 0.80 0.31 0.32 6.00 �6.35 2.1 j 26 434.50 433!92 85.29 0.0068 15 5.8 4.3 19.9 26 0.01 0.80 0.01 0.33 6.33 6.26 2.1 14 429.00 426192 33.20 0.0627 15 17.5 9.5 3.5 34 O.18 0.90 0.16 0.16 5.00 32 443.00 440:00 93.59 0.0321 15 12.5 6.1 15.4 32 0.24 0.75 0.18 0.34 6.00 �6.35 2.2 30 436.00 435,10 94.67 0.0095 15 6.8 4.9 19.4 30 0.13 0.80 0.10 0.94 6.32 6.26 5.9 18 435.00 43300 75.66 0.0264 15 11.4 9.3 8.2 ��i.67 40 0.15 0.75 0.1 ] 0.11 5.00 0.7 38 I 450.00 449,83 27.97 0.0061 15 5.5 3.1 9.0 38 0.17 0.75 0.13 0.24 5.15 6.62 1.6 36 449.00 438.93 171.68 0.0587 15 17.0 8.5 20.2 36 0.36 0.70 0.25 0.49 6.00 6.35 3.1 30 437.83 436.00 79.68 0.0230 15 10.6 7.5 10.6 64 0.23 0.85 0.20 0.20 5.00 6.67 L3 62 446.83 443.00 67.58 0.0567 15 16.7 7.8 8.6 62 0.34 0.60 0.20 0.60 7.00 6.07 3.6 60 438.67 431!00 66.55 O.1153 15 23.8 13.9 4.8 60 0.23 0.65 0.15 0.81 7.08 '6.05 4.9 58 428.00 419,00 94.47 0.0953 15 21.6 14.2 6.7 58 0.11 0.60 0.07 0.88 7.19 �.02 5.3 56 418.00 408:60 91.97 O.1022 15 22.4 14.9 6.2 56 0.07 0.75 0.05 0.93 7.29 5.99 5.6 54 407.50 407;10 32.96 0.0121 15 7.7 6.8 4.8 54 0.05 0.90 0.05 0.98 7.37 5.97 5.8 52 407.00 400.67 ] 05.31 0.0601 15 17.2 12.6 8.3 52 0.03 0.90 0.03 1.00 7.51 5.93 6.0 50 398.00 387.10 117.09 0.0931 15 2 L4 14.9 7.9 50 0.16 0.60 0.10 1.10 7.64 I5.90 6.5 48 386.50 383.10 80.42 0.0423 15 14.4 1 L4 7.0 48 0.13 0.85 0.]] ].21 7.76 15.87 7.1 46B 383.00 382;77 20.68 0.0111 18 12.0 7.1 2.9 46B 0.20 0.60 0.12 1.33 7.81 5.86 7.8 46 382.67 382:42 24.72 0.0100 18 11.4 6.9 3.6 46 0.07 0.85 0.06 2.07 7.87 5.84 12.1 44 375.00 372':00 48.09 0.0624 18 28.4 15.4 3.1 44 0.04 0.85 0.03 2.10 7.92 15.83 12.2 42 368.00 363;83 66.00 0.0632 18 28.6 15.5 4.3 42 0.14 0.80 0.11 2.21 7.99 i5.81 12.9 SWM 359.00 358.00 34.66 0.0288 18 19.3 11.7 3.0 60B 0.07 0.90 0.06 0.06 5.00 '6.67 0.4 60 434.50 433,67 36.14 0.0230 15 10.6 4.1 8.8 16.67 70 0.03 0.90 0.03 0.03 5.00 0.2 68 462.58 46110 33.46 0.0441 15 14.7 3.8 8.7 68 0.10 0.85 0.09 0.11 5.15 .62 0.7 � 66 461.00 447:00 136.71 0.1024 15 22.4 8.2 16.6 66 0.12 0.75 0.09 0.20 5.42 .53 1.3 62 443.00 440,00 87.92 0.0341 15 12.9 6.7 13.2 80 0.06 0.85 0.05 0.05 5.00 '6.67 0.3 78 379.00 378:60 48.93 0.0082 15 6.3 2.7 18.3 78 O.18 0.70 0.13 0.18 6.00 �.35 1.1 76 378.50 378,10 44.67 0.0090 15 6.6 4.0 11.3 76 O.13 0.80 0.10 0.28 6.19 6.30 1.8 74 378.00 377:10 114.40 0.0079 15 6.2 4.3 26.4 74 0.47 0.75 0.35 0.63 7.00 �6.07 3.8 72 377.00 376! 10 129.24 0.0070 15 5.9 5.1 25.4 72 0.05 0.85 0.04 0.68 7.42 15.96 4.0 46 376.00 375;50 52.42 0.0095 15 6.8 5.8 9.1 NLET STATION Ico LU OUTLET WATER SURFACE ELEV L. Do Q� ZW Sla Hr JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV Vo Ho QIN Vml Qi*Vi Vi-/2g H� ANGLE Ho Ht 1.3Ht .SHt 376.50 52.42 15 4.03 0.003 0.17 3.3 0.0 72 3.8 3.1 12.03 0.2 0.05 0 0 0.10 NA N/A 0.27 376.77 386.75 377.10 129.24 15 3.84 0.003 0.39 3.1 0.0 74 1.8 1.4 2.55 0.0 0.01 0 0 0.05 NA N/A 0.44 377.54 384.58 378.10 114.40 15 1.77 0.001 0.07 1.4 0.0 76 1.1 0.9 1.029 0.0 0.00 0 0 0.01 NA N/A 0.09 378.19 389.33 379.10 44.67 15 1.12 0.000 0.01 0.9 0.0 78 0.3 0.3 0.094 0.0 0.00 0 0 0.00 NA N/A 0.02 379.12 387.50 379.60 48.93 15 0.34 0.000 0.00 0.3 0.0 80 0.00 0 0 0.00 NA N/A 0.00 379.60 384.50 441.00 87.92 15 1.32 0.000 0.03 1.1 0.0 66 0.7 0.6 0.448 0.0 0.00 16 0.00057 0.01 NA N/A 0.04 441.04 452.42 448.00 136.71 15 0.74 0.000 0.02 0.6 0.0 68 0.2 0.1 0.026 0.0 0.00 50 0.00016 0.00 NA N/A 0.02 448.02 467.83 462.10 33.46 15 0.18 0.000 0.00 0.1 0.0 70 0.00 0 0 0.00 NA N/A 0.00 462.10 468.58 434.67 36.14 15 0.42 0.000 0.00 0.3 0.0 60B 0.00 0 0 0.00 NA N/A 0.00 434.67 441.92 359.20 34.66 18 12.86 0.013 0.44 7.3 0.2 42 12.2 6.9 84.87 0.7 0.26 0 0 0.47 N/A N/A 0.91 360.11 368.83 365.03 66.00 18 12.25 0.012 0.76 6.9 0.2 44 12.1 6.8 82.52 0.7 0.25 0 0 0.44 N/A N/A 1.20 366.23 377.00 373.20 48.09 18 12.08 0.011 0.54 6.8 0.2 46 7.8 4.4 34.41 0.3 0.11 0 0 0.29 NA N/A 0.83 374.03 389.00 383.62 24.72 18 7.80 0.005 0.12 4.4 0.1 466 7.1 4.0 28.61 0.3 0.09 0 0 0.16 NA N/A 0.28 383.90 388.70 383.97 20.68 18 7.11 0.004 0.08 4.0 0.1 48 6.5 5.3 34.37 0.4 0.15 0 0 0.22 NA N/A 030 384.27 390.00 384.27 80.42 15 6.49 0.009 0.69 5.3 0.1 50 6.0 4.9 28.96 0.4 0.13 0 0 0.24 NA N/A 0.93 385.20 394.67 388.10 117.09 15 5.96 0.007 0.85 4.9 0.1 52 5.8 4.8 27.75 0.4 0.12 0 0 0.21 NA N/A 1.06 389.16 407.25 401.67 105.31 15 5.84 0.007 0.73 4.8 0.1 54 5.6 4.6 25.43 0.3 0.11 0 0 0.20 NA N/A 0.43 402.60 414.00 408.10 32.96 15 5.59 0.006 0.21 4.6 0.1 56 5.3 4.3 22.85 0.3 0.10 0 0 0.18 NA N/A 039 408.49 414.25 409.60 91.97 15 5.29 0.006 0.53 4.3 0.1 58 4.9 4.0 19.73 0.2 0.09 0 0 0.16 NA N/A 0.69 410.29 424.08 420.00 94.47 15 4.92 0.005 0.47 4.0 0.1 60 3.6 3.0 10.85 0.1 0.05 0 0 0.11 NA N/A 0.58 420.58 435.50 432.00 66.55 15 3.65 0.003 0.18 3.0 0.0 62 1.3 6.7 8.796 0.7 0.24 0 0 0.28 NA N/A 0.46 432.46 450.92 444.00 67.58 15 1.30 0.000 0.02 1.1 0.0 64 0.00 0 0 0.00 NA N/A 0.03 444.03 454.67 437.00 79.68 15 3.12 0.002 0.16 2.5 0.0 36 1.6 1.3 2.056 0.0 0.01 11 0 0.03 NA N/A 0.19 437.19 447.00 439.93 171.68 I5 1.59 0.001 0.09 1.3 0.0 38 0.7 0.6 0.458 0.0 0.00 36 0.00162 0.01 NA N/A 0.10 440.03 456.83 450.83 27.97 15 0.75 0.000 0.00 0.6 0.0 40 0.00 0 0 0.00 NA N/A 0.00 450.83 456.92 434.00 75.66 15 5.87 0.007 0.53 4.8 0.1 30 3.1 7.5 23.44 0.9 0.31 90 0.61186 1.01 NA N/A 1.54 435.54 443.75 436.10 94.67 15 2.17 0.001 0.09 4.9 0.1 32 Ll 0.9 0.95 0.0 0.00 0 0 0.10 0.13 N/A 0.22 436.32 445.00 441.00 93.59 15 1.08 0.000 0.02 0.9 0.0 34 0.00 0 0 0.00 NA N/A 0.03 441.03 447.67 427.92 33.20 15 2.08 0.001 0.03 1.7 0.0 26 2.1 1.7 3.448 0.0 0.02 8 0 0.03 NA N/A 0.06 427.98 443.00 434.92 85.29 15 2.06 0.001 0.07 1.7 0.0 28 0.00 0 0 0.01 NA N/A 0.08 435.00 441.00 407.33 90.13 15 14.18 0.041 3.70 11.6 0.5 12 13.4 10.9 146.3 l.9 0.65 26 0.40739 1.57 NA N/A 5.28 412.61 418.50 414.43 129.58 15 13.40 0.037 4.75 10.9 0.5 14 11.4 9.3 ]06.5 1.3 0.47 2 0 0.93 N/A N/A 5.69 420.12 431.83 426.67 46.41 15 11.43 0.027 1.24 9.3 0.3 16 10.1 8.2 83.14 1.1 0.37 43 0.39978 l.11 NA N/A 2.34 429.01 433.67 429.43 103.75 15 10.10 0.021 2.16 8.2 0.3 18 5.9 9.3 54.38 1.3 0.47 9 0 0.73 NA N/A 2.89 432.32 438.75 434.00 161.51 15 4.12 0.003 0.56 3.4 0.0 20 2.3 1.8 4.16 0.1 0.02 0 0 0.06 NA N/A 0.62 434.62 440.00 435.85 97.96 15 2.24 0.001 0.10 1.8 0.0 22 1.5 1.2 1.892 0.0 0.01 43 0.0091 0.03 NA N/A 0.13 435.98 442.25 436.77 121.87 15 1.52 0.000 0.06 1.2 0.0 24 0.00 0 0 0.01 NA N/A 0.06 436.83 449.50 383.20 24.16 18 17.76 0.024 0.59 10.1 0.4 2 17.8 10.1 178.5 1.6 0.55 90 1.09794 2.04 N/A N/A 2.63 385.83 395.00 387.45 35.84 18 17.76 0.024 0.87 10.1 0.4 4 17.8 10.1 178.5 1.6 0.55 15 0.15685 1.10 N/A N/A 1.97 389.42 404.00 398.70 77.17 18 17.76 0.024 1.88 10.1 0.4 6 14.2 17.3 245.6 4.7 1.63 85 3.07269 5.09 NA N/A 6.97 405.67 412.25 405.67 132.21 15 3.36 0.002 0.30 2.7 0.0 8 0.9 0.7 0.675 0.0 0.00 9 0 0.03 NA N/A 0.34 406.01 408.33 406.01 89.20 15 0.91 0.000 0.02 0.7 0.0 10 0.00 0 0 0.00 NA N/A 0.02 406.03 408.50 40 38 0.15 0.75 0.113 0.113 5.00 6.67 0.75 0.75 450.00 449.83 28.0 0.013 0.0061 15 5.47 3.12 0.15 38 36 0.17 0.75 0.128 0.240 5.15 6.62 0.84 1.59 449.00 438.93 171.7 0.013 0.0587 15 16.96 8.50 0.34 36 30 0.36 0.70 0.252 0.492 6.00 6.35 1.60 3.12 437.83 436.00 79.7 0.013 0.0230 15 10.61 7.50 0.18 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 2 N d � O .mi C �, � N u m '+' w_ o 0 3 o � 3 ° � H o m � c x o. o � m � E C O Y �` N II � J C n. > J ¢ U U O O Ci � to � <n � F w � to <n J 6 36 12.0 0.15 0.70 0.105 0.42 0.00 0.42 0.0500 0.0200 2.0 0.0200 1.0000 3.56 0.87 2.0000 0.0833 0.0925 8.95 1.34 1.00 0.42 0.00 12 3B 16.0 0.18 0.80 0.144 0.58 0.00 0.58 0.1025 0.0200 2.0 0.0200 1.0000 3.51 0.88 2.0000 0.0833 0.0933 12.60 1.27 1.00 0.58 0.00 18 3B 10.0 0.09 0.70 0.063 0.25 0.00 0.25 0.0500 0.0200 2.0 0.0200 1.0000 2.94 0.94 2.0000 0.0833 0.0983 6.96 1.44 1.00 0.25 0.00 22 3B 12.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0340 0.0200 2.0 0.0200 1.0000 4.03 0.84 2.0000 0.0833 0.0900 8.57 1.40 1.00 0.48 0.00 26 36 4.0 0.01 0.80 0.008 0.03 0.00 0.03 0.0500 0.0200 2.0 0.0200 1.0000 1.36 1.00 2.0000 0.0833 0.1033 2.84 1.41 1.00 0.03 0.00 34 3B 12.0 0.18 0.90 0.162 0.65 0.00 0.65 0.0200 0.0200 2.0 0.0200 1.0000 4.98 0.75 2.0000 0.0833 0.0825 8.73 1.37 1.00 0.65 0.00 38 3B 16.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0800 0.0200 2.0 0.0200 1.0000 3.51 0.87 2.0000 0.0833 0.0925 11.17 1.43 1.00 0.51 0.00 40 3B 14.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0800 0.0200 2.0 0.0200 1.0000 3.35 0.98 2.0000 0.0833 0.1017 10.02 1.40 1.00 0.45 0.00 46 3B 10.0 0.07 0.85 0.060 0.24 0.00 0.24 0.0500 0.0200 2.0 0.0200 1.0000 2.88 0.95 2.0000 0.0833 0.0992 6.76 1.48 1.00 0.24 0.00 46B 3B 14.0 0.20 0.60 0.120 0.48 0.00 0.48 0.0500 0.0200 2.0 0.0200 1.0000 3.75 0.86 2.0000 0.0833 0.0917 9.51 1.47 1.00 0.48 0.00 48 36 12.0 0.13 0.85 0.111 0.44 0.00 0.44 0.0350 0.0200 2.0 0.0200 1.0000 3.88 0.84 2.0000 0.0833 0.0900 8.35 1.44 1.00 0.44 0.00 50 3B 14.0 0.16 0.60 0.096 0.38 0.00 0.38 0.1100 0.0200 2.0 0.0200 1.0000 2.97 0.94 2.0000 0.0833 0.0983 10.52 1.33 1.00 0.38 0.00 52 36 8.0 0.03 0.90 0.027 0.11 0.00 0.11 0.1150 0.0200 2.0 0.0200 1.0000 1.83 1.00 2.0000 0.0833 0.1033 6.07 1.32 1.00 0.11 0.00 54 3B 10.0 0.05 0.90 0.045 0.18 0.00 0.18 0.1190 0.0200 2.0 0.0200 1.0000 2.20 1.00 2.0000 0.0833 0.1033 7.61 1.31 1.00 0.18 0.00 56 3B 10.0 0.07 0.75 0.053 0.21 0.00 0.21 0.1100 0.0200 2.0 0.0200 1.0000 2.37 0.99 2.0000 0.0833 0.1025 7.96 1.26 1.00 0.21 0.00 58 3B 12.0 0.11 0.60 0.066 0.26 0.00 0.26 0.1150 0.0200 2.0 0.0200 1.0000 2.56 0.98 2.0000 0.0833 0.1017 8.93 1.34 1.00 0.26 0.00 60 3B 18.0 0.23 0.65 0.150 0.60 0.00 0.60 0.1050 0.0200 2.0 0.0200 1.0000 3.54 0.88 2.0000 0.0833 0.0933 12.89 1.40 1.00 0.60 0.00 60B 3B 12.0 0.07 0.90 0.063 0.25 0.00 0.25 0.1215 0.0200 2.0 0.0200 1.0000 2.49 0.98 2.0000 0.0833 0.1017 8.90 1.35 1.00 0.25 0.00 66 3B 14.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0950 0.0200 2.0 0.0200 1.0000 2.98 0.94 2.0000 0.0833 0.0983 9.80 1.43 1.00 0.36 0.00 68 3B 14.0 0.10 0.85 0.085 0.34 0.00 0.34 0.1075 0.0200 2.0 0.0200 1.0000 2.85 0.95 2.0000 0.0833 0.0992 9.88 1.42 1.00 0.34 0.00 70 3B 8.0 0.03 0.90 0.027 0.11 0.00 0.11 0.0875 0.0200 2.0 0.0200 1.0000 1.93 1.00 2.0000 0.0833 0.1033 5.60 1.43 1.00 0.11 0.00 72 3B 8.0 0.05 0.85 0.043 0.17 0.00 0.17 0.0500 0.0200 2.0 0.0200 1.0000 2.54 0.98 2.0000 0.0833 0.1017 5.78 1.38 1.00 0.17 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensit is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a � � `° o x g o (y � m w C a N + Y1 rL.•L_ � W_ O U N C O. m � U � 3 � NO .4 U N � � S 3 O � � �� � U O j N j m O. CO N � fn � N � U T A C O Y � m � W 11 J C E m p X 3 3 d 3 m � a > � ¢ ci U d d d �i rn � r- w � in rn ui C7 o U � 6 3B 12.0 0.15 0.70 0.105 0.68 0.00 0.68 0.0500 0.0200 2.0 0.0200 1.0000 4.27 0.82 2.0000 0.0833 0.0883 11.28 1.06 1.00 0.68 0.00 12 3B 16.0 0.18 0.80 0.144 0.94 0.00 0.94 0.1025 0.0200 2.0 0.0200 1.0000 4.21 0.82 2.0000 0.0833 0.0883 15.97 1.00 1.00 0.94 0.00 18 3B 10.0 0.09 0.70 0.063 0.41 0.00 0.41 0.0500 0.0200 2.0 0.0200 1.0000 3.53 0.87 2.0000 0.0833 0.0925 8.85 1.13 1.00 0.41 0.00 22 36 12.0 0.15 0.80 0.120 0.78 0.00 0.78 0.0340 0.0200 2.0 0.0200 1.0000 4.83 0.76 2.0000 0.0833 0.0833 11.00 1.09 1.00 0.78 0.00 26 3B 4.0 0.01 �0.80 0.008 0.05 0.00 0.05 0.0500 0.0200 2.0 0.0200 1.0000 1.63 1.00 2.0000 0.0833 0.1033 3.48 1.15 1.00 0.05 0.00 34 3B 12.0 0.18 0.90 0.162 1.05 0.00 1.05 0.0200 0.0200 2.0 0.0200 1.0000 5.97 0.67 2.0000 0.0833 0.0758 11.26 1.07 1.00 1.05 0.00 38 3B 16.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0800 0.0200 2.0 0.0200 1.0000 4.21 0.82 2.0000 0.0833 0.0883 14.09 1.14 1.00 0.83 0.00 40 3B 14.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0800 0.0200 2.0 0.0200 1.0000 4.02 0.84 2.0000 0.0833 0.0900 13.22 1.06 1.00 0.73 0.00 46 36 10.0 0.07 i0.85 0.060 0.39 0.00 0.39 0.0500 0.0200 2.0 0.0200 1.0000 3.45 0.88 2.0000 0.0833 0.0933 8.59 1.16 1.00 0.39 0.00 46B 3B 14.00.60 0.120 0.78 0.00 0.78 0.0500 0.0200 2.0 0.0200 1.0000 4.49 0.79 2.0000 0.0833 0.0858 12.13 1.15 1.00 0.78 0.00 48 3B 12.0 0.13 0.85 0.111 0.72 0.00 0.72 0.0350 0.0200 2.0 0.0200 1.0000 4.66 0.76 2.0000 0.0833 0.0833 10.72 1.12 1.00 0.72 0.00 50 3B 14.0 0.16 10.60 0.096 0.62 0.00 0.62 0.1100 0.0200 2.0 0.0200 1.0000 3.56 0.87 2.0000 0.0833 0.0925 13.38 1.05 1.00 0.62 0.00 52 3B 8.0 0.03 0.90 0.027 0.18 0.00 0.18 0.1150 0.0200 2.0 0.0200 1.0000 2.20 1.00 2.0000 0.0833 0.1033 7.45 1.07 1.00 0.18 0.00 54 3B 10.0 0.05 0.90 0.045 0.29 0.00 0.29 0.1190 0.0200 2.0 0.0200 1.0000 2.64 0.97 2.0000 0.0833 0.1008 9.46 1.06 1.00 0.29 0.00 56 3B 10.0 0.07 0.75 0.053 0.34 0.00 0.34 0.1100 0.0200 2.0 0.0200 1.0000 2.84 0.95 2.0000 0.0833 0.0992 9.96 1.00 1.00 0.34 0.00 58 3B 12.0 0.11 0.60 0.066 0.43 0.00 0.43 0.1150 0.0200 2.0 0.0200 1.0000 3.07 0.93 2.0000 0.0833 0.0975 11.23 1.07 1.00 0.43 0.00 60 36 18.0 0.23 0.65 0.150 0.97 0.00 0.97 0.1050 0.0200 2.0 0.0200 1.0000 4.25 0.81 2.0000 0.0833 0.0875 16.43 1.10 1.00 0.97 0.00 60B 3B 12.0 0.07 0.90 0.063 0.41 0.00 0.41 0.1215 0.0200 2.0 0.0200 1.0000 2.99 0.94 2.0000 0.0833 0.0983 11.14 1.08 1.00 0.41 0.00 66 3B 14.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0950 0.0200 2.0 0.0200 1.0000 3.58 0.87 2.0000 0.0833 0.0925 12.46 1.12 1.00 0.59 0.00 68 3B 14.0 0.10 i0.85 0.085 0.55 0.00 0.55 0.1075 0.0200 2.0 0.0200 1.0000 3.42 0.90 2.0000 0.0833 0.0950 12.43 1.13 1.00 0.55 0.00 70 3B 8.0 0.03 !0.90 0.027 0.18 0.00 0.18 0.0875 0.0200 2.0 0.0200 1.0000 2.31 0.99 2.0000 0.0833 0.1025 6.90 1.16 1.00 0.18 0.00 72 3B 8.0 0.05 0.85 0.043 0.28 0.00 0.28 0.0500 0.0200 2.0 0.0200 1.0000 3.04 0.94 2.0000 0.0833 0.0983 7.23 1.11 1.00 0.28 0.00 TABLE 8 - DRAINAGE DESCRIPTIONS TABLE g - YARD INLET CALCULATIONS H TABLE 6 - SUMP CURB INLET CHART - 4.0 in/hr �� SCOTT R. COLLINS'- No. 35'791 � ZONAL E�ca W W O rrw rI N M N G Z) J -A U W � CID ~Q Q Z0 Z 00LU d � � m Q O � � z w z w U a wLU Z �// o �, o U o U g z O Z LU .L ~ W W W Q J o o z Z w (n w (n U- U- right O J m (n W 1-1 1-1 � O N O N Q N Ln W M N z Lu J gutter longitudinal slope of 0.001 should be used in a sump condition 00 grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth L U for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities M 1 NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. M TABLE 7 - SUMP CURB INLET CHART - 6.5 in/hr N J M Q lit z N LL W M 1 N (1) Q z W Z Ld > LL � W � Lu Q J -- /r U 0 Q (LU r ^ V U LU W z 1-1 Q W J Q Ul ' V ) I..L W V Z ILL] O LL_ O J W V) L.L ce J� LU Q CD U- 64 0 r1 N Q `2 1 i- rw, w O G W d " gutter longitudinal slope of 0.001 should be used in a sump condition JOB NO. grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth 172131 for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by 9verland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. SCALE N/A SHEET NO. 24 INLETS IN SUMP, DESIGN (CURB SPREAD Intensity 4.00 (Intensity is Mannings Coefficient, n is 0.013 AND INLET SPREAD AND DEPTH) � in/hr for spread, and 6.5 in/hr for capacity and depth) Inlet Hydrology Curb and Gutter Inlet � H o a > J o > 3 � ° � � o u ¢ U U Ci C7 CJ x O 'o� o v � � 0 3 a x (n x (n � (n v7 � � O N N O s . a t m m E � left 0.24 0.60 0.144 0.58 0.00 0.58 0.0010 0.0200 2.0 0.0200 1.0000 8.35 right 0.44 0.60 0.264 1.06 0.00 1.06 0.0010 0.0200 2.0 0.0200 1.0000 10.48 8 3C 10.0 combined flow 1.6 0.14 0.305 6.98 left 0.12 0.60 0.072 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0200 1.0000 6.44 right 0.13 0.60 0.078 0.31 0.00 0.31 0.0010 0.0200 2.0 0.0200 1.0000 6.64 10 3C 8.0 combined flow 0.6 0.08 0.174 3.98 left 0.24 0.80 0.192 0.77 0.00 0.77 0.0010 0.0200 2.0 0.0833 4.1650 9.30 right 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0833 4.1650 5.17 16 3C 8.0 combined flow 0.9 0.11 0.232 5.33 left 0.17 0.75 0.128 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0200 1.0000 7.98 right 0.24 0.75 0.180 0.72 0.00 0.72 0.0010 0.0200 2.0 0.0200 1.0000 9.08 20 3C 10.0 combined flow 1.2 0.12 0.252 5.78 left 0.12 0.60 0.072 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0200 1.0000 6.44 right 0.28 0.60 0.168 0.67 0.00 0.67 0.0010 0.0200 2.0 0.0200 1.0000 8.85 24 3C 8.0 combined flow 1.0 0.11 0.238 5.45 left 0.10 0.80 0.080 0.32 0.00 0.32 0.0010 0.0200 2.0 0.0200 1.0000 6.70 right 0.29 0.80 0.232 0.93 0.00 0.93 0.0010 0.0200 2.0 0.0200 1.0000 9.99 28 3C 10.0 combined flow 1.2 0.12 0.255 5.84 left 0.04 0.80 0.032 0.13 0.00 0.13 0.0010 0.0200 2.0 0.0200 1.0000 4.75 right 0.09 0.80 0.072 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0200 1.0000 6.44 30 3C 6.0 combined flow 0.4 0.07 0.154 3.54 left 0.08 0.75 0.060 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.01 right 0.16 0.75 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0833 4.1650 7.80 32 3C 6.0 combined flow 0.7 0.10 0.223 5.10 left 0.17 0.70 0.119 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0200 1.0000 7.77 right 0.19 0.70 0.133 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0200 1.0000 8.11 36 3C 8.0 combined flow 1.0 0.11 0.246 5.63 left 0.07 0.80 0.056 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0200 1.0000 5.86 right 0.07 0.80 0.056 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0200 1.0000 5.86 42 3C 6.0 combined flow 0.4 0.07 0.162 3.72 left 0.01 0.85 0.009 0.03 0.00 0.03 0.0010 0.0200 2.0 0.0200 1.0000 2.89 right 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0200 1.0000 4.36 44 3C 4.0 combined flow 0.1 0.04 0.086 1.96 left 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0200 1.0000 4.36 right 0.10 0.85 0.085 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0200 1.0000 6.85 48 3C 4.0 � combined flow 0.4 0.09 0.188 4.31 left 0.16 0.60 0.096 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0833 4.1650 7.17 right 0.18 0.60 0.108 0.43 0.00 0.43 0.0010 0.0200 2.0 0.0833 4.1650 7.50 62 3C 6.0 combined flow 0.8 0.11 0.242 5.55 left 0.13 0.85 0.111 0.44 0.00 0.44 0.0010 0.0200 2.0 0.0200 1.0000 7.56 right 0.10 0.85 0.085 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0200 1.0000 6.85 64 3C 6.0 combined flow 0.8 0.11 0.235 5.39 left 0.25'i 0.75 0.188 0.75 0.00 0.75 0.0010 0.0200 2.0 0.0200 1.0000 9.22 right 0.22 0.75 0.165 0.66 0.00 0.66 0.0010 0.0200 2.0 0.0200 1.0000 8.79 74 3C 8.0 combined flow 1.4 0.14 0.307 7.04 left 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.17 right 0.08 0.80 0.064 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0200 1.0000 6.16 76 3C 8.0 combined flow 0.4 0.06 0.136 3.12 left 0.08 0.70 0.056 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0200 1.0000 5.86 right 0.10 0.70 0.070 0.28 0.00 0.28 0.0010 0.0200 2.0 0.0200 1.0000 6.37 78 3C 8.0 combined flow 0.5 0.07 0.155 3.55 left 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0200 1.0000 4.36 right 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0200 1.0000 4.36 80 3C 6.0 combined flow 0.2 0.04 0.096 2.20 INLETS IN SUMP, DESIGN (CURB SPREAD Intensity 6.50 (Intensity is Mannings Coefficient, n is 0.013 AND INLET SPREAD AND DEPTH) 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Inlet Hydrology Curb and Gutter Inlet a Ol w c N � � � H o a o J 'ro �C N O > ?� U o C C N @ � o � o � ¢ a � U � d C7 d V1 m NO "O U � °� c � � � rn �`o_ m X � 3 3 w vi � � cn � r O) .t.. � ul `m � � �' � -� v r � left 0.24 0.60 0.144 0.94 0.00 0.94 0.0010 0.0200 2.0 0.0200 1.0000 10.02 right 0.44 0.60 0.264 1.72 0.00 1.72 0.0010 0.0200 2.0 0.0200 1.0000 12.57 8 3C 10.0 combined flow 2.7 0.19 0.421 9.65 left 0.12 0.60 0.072 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 right 0.13 0.60 0.078 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0200 1.0000 7.96 10 3C 6.0 combined flow 1.0 0.12 0.273 6.25 left 0.24 0.80 0.192 1.25 0.00 1.25 0.0010 0.0200 2.0 0.0833 4.1650 11.16 right 0.05 0.80 0.040 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0833 4.1650 6.20 16 3C 8.0 combined flow 1.5 0.15 0.321 7.36 left 0.17 0.75 0.128 0.83 0.00 0.83 0.0010 0.0200 2.0 0.0200 1.0000 9.57 right 0.24 0.75 0.180 1.17 0.00 1.17 0.0010 0.0200 2.0 0.0200 1.0000 10.89 20 3C 10.0 combined flow 2.0 0.16 0.349 7.99 left 0.12 0.60 0.072 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 right 0.28 0.60 0.168 1.09 0.00 1.09 0.0010 0.0200 2.0 0.0200 1.0000 10.61 24 3C 8.0 combined flow 1.6 0.15 0.329 7.53 left 0.10 0.80 0.080 0.52 0.00 0.52 0.0010 0.0200 2.0 0.0200 1.0000 8.04 right 0.29 0.80 0.232 1.51 0.00 1.51 0.0010 0.0200 2.0 0.0200 1.0000 11.98 28 3C 10.0 combined flow 2.0 0.16 0.352 8.07 left 0.04 0.80 0.032 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0200 1.0000 5.70 right 0.09 0.80 0.072 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 30 3C 6.0 combined flow 0.7 0.10 0.214 4.89 left 0.08 0.75 0.060 0.39 0.00 0.39 0.0010 0.0200 2.0 0.0200 1.0000 7.21 right 0.16 0.75 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0200 1.0000 9.36 32 3C 6.0 combined flow 1.2 0.14 0.308 7.05 left 0.17 0.70 0.119 0.77 0.00 0.77 0.0010 0.0200 2.0 0.0200 1.0000 9.33 right 0.19 0.70 0.133 0.86 0.00 0.86 0.0010 0.0200 2.0 0.0200 1.0000 9.72 36 3C 8.0 combined flow 1.6 0.16 0.340 7.78 left 0.07 0.80 0.056 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.03 right 0.07 0.80 0.056 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.03 42 3C 6.0 combined flow 0.7 0.10 0.224 5.14 left 0.010.009 0.06 0.00 0.06 0.0010 0.0200 2.0 0.0200 1.0000 3.47 right 0.03 0.85 0.026 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0200 1.0000 5.23 44 3C 4.0 combined flow 0.2 0.05 0.118 2.71 left 0.03 0.85 0.026 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0200 1.0000 5.23 right 0.10 0.85 0.085 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0200 1.0000 8.22 48 3C 4.0 combined flow 0.7 0.12 0.260 5.95 left 0.16 0.60 0.096 0.62 0.00 0.62 0.0010 0.0200 2.0 0.0200 1.0000 8.60 right 0.18 0.60 0.108 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0200 1.0000 8.99 62 3C 6.0 combined flow 1.3 0.15 0.335 7.67 left 0.13 0.85 0.111 0.72 0.00 0.72 0.0010 0.0200 2.0 0.0200 1.0000 9.07 right 0.10 0.85 0.085 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0200 1.0000 8.22 64 3C 6.0 combined flow 1.3 0.15 0.325 7.45 left 0.25 0.75 0.188 1.22 0.00 1.22 0.0010 0.0200 2.0 0.0200 1.0000 11.06 right 0.22 0.75 0.165 1.07 0.00 1.07 0.0010 0.0200 2.0 0.0200 1.0000 10.54 74 3C 8.0 combined flow. 2.3 0.19 0.425 9.73 left 0.05 0.80 0.040 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0200 1.0000 6.20 right 0.08 0.80 0.064 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0200 1.0000 7.39 76 3C 8.0 combined flow 0.7 0.09 0.188 4.31 left 0.08 0.70 0.056 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.03 right 0.10 0.70 0.070 0.46 0.00 0.46 0.0010 0.0200 2.0 0.0200 1.0000 7.64 78 3C 8.0 combined flow 0.8 0.10 0.214 4.90 left 0.03 0.85 0.026 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0200 1.0000 5.23 right 0.03 0.85 0.026 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0200 1.0000 5.23 80 3C 6.0 combined flow 0.3 0.06 0.133 3.04 DRAINAGE DESCR PTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MA ERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 10 DI-3C CGT6 8 408.50 9 15 89.20 0.63% 402.33 401.77 DPE 8 DI-3C CG16 10 408.33 7 15 132.21 0.62% 401.67 400.85 HDPE 6 DI-36 CG 6 12 412.25 5 18 77.17 4.21 % 400.75 397.50 DPE 4 MH CGf6 0 404.00 3 18 35.84 9.07% 389.50 386.25 HDPE 2 MH CG6 0 395.00 1 18 24.16 8.28% 384.00 382.00 DPE 24 DI-3C CG16 8 449.50 23 15 121.87 5.11% 442.00 435.77 HDPE 22 DI-36 CG 6 12 442.25 21 15 97.96 0.84% 435.67 434.85 DPE 20 DI-3C CGi6 10 440.00 19 15 161.51 1.08% 434.75 433.00 HDPE 18 DI-3B CG}6 10 438.75 17 15 103.75 3.44% 432.00 428.43 DPE 16 DI-3C CG 16 8 433.67 15 15 46.41 5.73% 428.33 425.67 HDPE 14 MH CG16 0 431.83 13 15 129.58 6.61% 422.00 413.43 HDPE 12 DI-36 CG 6 16 418.50 11 15 90.13 7.77% 413.33 406.33 DPE 28 DI-3C CG�6 10 441.00 27 15 85.29 0.68% 434.50 433.92 DPE 26 DI-36 CG-6 4 443.00 25 15 33.20 6.27% 429.00 426.92 DPE 34 DI-3B CG 6 12 447.67 33 15 93.59 3.21% 443.00 440.00 DPE 32 DI-3C CG16 6 445.00 31 15 94.67 0.95% 436.00 435.10 HDPE 30 DI-3C CG-6 6 443.75 29 15 75.66 2.64% 435.00 433.00 DPE 40 DI-3B CGT6 14 456.92 39 15 27.97 0.61% 450.00 449.83 HDPE 38 DI-36 CG 6 16 456.83 37 15 171.68 5.87% 449.00 438.93 DPE 36 DI-3C CG 8 447.00 35 15 79.68 2.30% 437.83 436.00 HDPE 64 DI-3C CG 16 6 454.67 63 15 67.58 5.67% 446.83 443.00 HDPE 62 DI-3C CG 6 6 450.92 61 15 66.55 11.53% 438.67 431.00 DPE 60 DI-3B CG 6 18 435.50 59 15 94.47 9.53% 428.00 419.00 DPE 58 DI-3B CG-6 12 424.08 57 15 91.97 10.22% 418.00 408.60 HDPE 56 DI-3B CG}6 10 414.25 55 15 32.96 1.21% 407.50 407.10 DPE 54 DI-3B CG>6 10 414.00 53 15 105.31 6.01% 407.00 400.67 DPE 52 DI-3B CG 6 8 407.25 51 15 117.09 9.31 % 398.00 387.10 DPE 50 DI-3B CG 6 14 394.67 49 15 80.42 4.23% 386.50 383.10 DPE 48 DI-3C CG 16 4 390.00 47 18 20.68 1.11% 383.00 382.77 HDPE 46B DI-3B CGT6 14 388.70 46A 18 24.72 1.00% 382.67 382.42 HDPE 46 DI-3B CG>6 10 389.00 45 18 48.09 6.24% 375.00 372.00 DPE 44 MH CG 6 0 377.00 43 18 66.00 6.32% 368.00 363.83 DPE 42 MH CG}6 0 368.83 41 18 34.66 2.88% 359.00 358.00 DPE 60B DI-3B CGT6 12 441.92 60A 15 36.14 2.30% 434.50 433.67 HDPE 70 DI-3B CGT6 8 468.58 69 15 33.46 4.41% 462.58 461.10 HDPE 68 DI-3B CG 6 14 467.83 67 15 136.71 10.24% 461.00 447.00 DPE 66 DI-3B CG!6 14 452.42 65 15 87.92 3.41% 443.00 440.00 HDPE 80 DI-3C CG}6 6 384.50 79 15 48.93 0.82% 379.00 378.60 HDPE 78 DI-3C CGf6 8 387.50 77 15 44.67 0.90% 378.50 378.10 HDPE 76 DI-3C CG 6 8 389.33 75 15 114.40 0.79% 378.00 377.10 DPE 74 DI-3C CG=6 8 384.58 73 15 129.24 0.70% 377.00 376.10 HDPE 72 DI-3B CGT6 8 386.75 71 15 52.42 0.95% 376.00 375.50 HDPE STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT PERIMETER (FT) A (ACRES) C [ ([N/HR) Q (CFS) YD-1 B 15"Nyloplast Yard Inlet 0.64 5.40 0.13 0.35 4.00 0.182 0.60 WEIR FLOW YD-1 B 15"Nyloplast Yard Inlet 0.64 5.40 0.13 0.35 6.50 0.296 0.83 WEIR FLOW YD-1 B 15"Nyloplast Yard Inlet - 50%clogged 0.32 2.70 0.13 0.35 4.00 0.182 0.96 WEIR FLOW YD-1 B 15"Nyloplast Yard Inlet - 50%clogged 0.32 2.70 0.13 0.35 6.50 0.296 1.32 WEIR FLOW YD-1 C 24"Nyloplast Yard Inlet 1.35 6.48 0.37 0.35 4.00 0.518 1.07 WEIR FLOW YD-1 C 24"Nyloplast Yard Inlet 1.35 6.48 0.37 0.35 6.50 0.842 1.48 WEIR FLOW YD-1 C 12"Nyloplast Yard Inlet - 50%clogged 0.68 3.24 0.37 0.35 4.00 0.518 1.70 WEIR FLOW YD-1 C 12"Nyloplast Yard Inlet - 50%clogged 0.68 3.24 0.37 0.35 6.50 0.842 2.35 WEIR FLOW YD-1 D 12"Nyloplast Yard Inlet 0.42 4.49 0.05 0.30 4.00 0.060 0.32 WEIR FLOW YD-1 D 12"Nyloplast Yard Inlet 0.42 4.49 0.05 0.30 6.50 0.098 0.45 WEIR FLOW YD-1 D 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.05 0.30 4.00 0.060 0.52 WEIR FLOW YD-1 D 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.05 0.30 6.50 0.098 0.71 WEIR FLOW YD-2A 12"Nyloplast Yard Inlet 0.42 4.49 0.03 0.30 4.00 0.036 0.23 WEIR FLOW YD-2A 12"Nyloplast Yard Inlet 0.42 4.49 0.03 0.30 6.50 0.059 0.32 WEIR FLOW YD-2A 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.03 0.30 4.00 0.036 0.37 WEIR FLOW YD-2A 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.03 0.30 6.50 0.059 0.51 WEIR FLOW YD-2D 15"Nyloplast Yard Inlet 0.64 5.40 0.17 0.35 4.00 0.238 0.72 WEIR FLOW YD-2D I5"Nyloplast Yard Inlet 0.64 5.40 0.17 0.35 6.50 0.387 0.99 WEIR FLOW YD-2D 15"Nyloplast Yard Inlet - 50%clogged 0.32 2.70 0.17 0.35 4.00 0.238 1.14 WEIR FLOW YD-2D 15"Nyloplast Yard Inlet - 50%clogged 0.32 2.70 0.17 0.35 6.50 0.387 1.58 WEIR FLOW YD-2F 15"Nyloplast Yard Inlet 0.64 5.40 0.10 0.40 4.00 0.160 0.55 WEIR FLOW YD-2F 15"Nyloplast Yard Inlet 0.64 5.40 0.10 0.40 6.50 0.260 0.76 WEIR FLOW YD-2F 15"Nyloplast Yard Inlet - 50%clogged 0.32 2.70 0.10 0.40 4.00 0.160 0.88 WEIR FLOW YD-2F 15"Nyloplast Yard Inlet - 50%clogged 0.32 2.70 0.10 0.40 6.50 0.260 1.21 WEIR FLOW YD-3A 12"Nyloplast Yard Inlet 0.42 4.49 0.00 0.90 4.00 0.000 0.00 WEIR FLOW YD-3A 12"Nyloplast Yard Inlet 0.42 4.49 0.00 0.90 6.50 0.000 0.00 WEIR FLOW YD-3A 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.00 0.90 4.00 0.000 0.00 WEIR FLOW YD-3A 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.00 0.90 6.50 0.000 0.00 WEIR FLOW YD-3G 12"Nyloplast Yard Inlet 0.42 4.49 0.04 0.30 4.00 0.048 0.28 WEIR FLOW YD-3G 12"Nyloplast Yard Inlet 0.42 4.49 0.04 0.30 6.50 0.078 0.39 WEIR FLOW YD-3G 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.04 0.30 4.00 0.048 0.44 WEIR FLOW YD-3G 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.04 0.30 6.50 0.078 0.61 WEIR FLOW YD-4B 12"Nyloplast Yard Inlet 0.42 4.49 0.02 0.30 4.00 0.024 0.18 WEIR FLOW YD-4B 12"Nyloplast Yard Inlet 0.42 4.49 0.02 0.30 6.50 0.039 0.24 WEIR FLOW YD-4B 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.02 0.30 4.00 0.024 0.28 WEIR FLOW YD-4B 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.02 0.30 6.50 0.039 0.39 WEIR FLOW YD-SA 12"Nyloplast Yard Inlet 0.42 4.49 0.02 0.30 4.00 0.024 0.18 WEIR FLOW YD-SA 12"Nyloplast Yard Inlet 0.42 4.49 0.02 0.30 6.50 0.039 0.24 WEIR FLOW YD-SA 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.02 0.30 4.00 0.024 0.28 WEIR FLOW YD-SA 12"Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.02 0.30 6.50 0.039 0.39 WEIR FLOW YD-6B I5"Nyloplast Yard Inlet 0.64 5.40 0.14 0.35 4.00 0.196 0.63 WEIR FLOW YD-6B 15"Nyloplast Yard Inlet 0.64 5.40 0.14 0.35 6.50 0.319 0.87 WEIR FLOW YD-6B 15"Nyloplast Yard Inlet - 50%clogged 0.32 2.70 0.14 0.35 4.00 0.196 1.00 WEIR FLOW YD-6B 15"Nyloplast Yard Inlet - 50%clogged 0.32 2.70 0.14 0.35 6.50 0.319 1.39 WEIR FLOW 0 0 4 1 0 1� V o -3 / O4 00 0o° o O C-VIn1/ \/ B 1 ° // I I III I ; l OPC ny , r � Nn<z1 483.14 / i V / ao � �f o 1 I I I t ll1 O V1O00 O O U1 O O lf1 llO ll OII n II oclV u r �7Ol-O V10V1 + 474.60 481.3 0 479.7 o o o 78.0 °0 ti o 00 0 0 48�.5 EX.UR0 480.v EX. CURB EX. CURB EX. CURB 0 474.9 EX. CURB + O 47go j 0 W + 0 0 ° EX. CURB EX. CURB EX. CURB 481.5 0 480.0 478.1 O476•6 6 475.1 o EX. CURB + N ° N ° o m m m m m rn m � -lI� n T-n EX. CURB� � � -n ^ _ o 481.7 0 480.o o 475.2 o 476•--< o o o o 1 1D D Dy o 481.g o 0 475.3 o 476.7 + o ° ° °° °U 0 + 0 � O O O (-nO O O n n n70 n M 70 70 00 O o482.0 4i� EX. E/P 0 EX. E/P ZEX. E/P . 0 EX + EX. + 478.o E/P �O 0 0 V i �1 p Ln o 476-83 L 475.37 o �m -1 1>�10 ' ' A Zmm Ln m Cm EX. /W EX. R/W EX. R/W °474.7 E/P 0 0 0 481.2 0 479.5 0 o 0 + 0 + 0 478.0 0 + zz z zo 481.05 o 479.30 o z o 476.40 z sW sw ° o0 474.1 o0 0 w �° 478.82 476.92 0 s/W 0 o ° 471.6 p o474•z O 41 ° o 470•39 o0476.05 o474.1 00 coVCT) 00 00 � �00 ViOViO011p li O In O In V0 O 0 l� OIO 00 O In OInp 00 00 �W 00 f.0 lD OIn O OIn OInO O In O In O In OIn EX. R/W EX BOC EX BOC EX BOC 0 492O EX. E/P 0 490.0 EX. E/P EX BOC EX. E/P 0 488.0 EX. OP EX. CUR0 492.0 0 490.0 0 488.o 484.5 483.1 W 0 0 0 EX. CURB 483.o8 O EX. CUR ob490.o o 488.00493.4 + 491.9 + N °° o 483.11 IM ° m -n -n -n -n -n 0n-�CC�FC1' n T EX.EP-77 n EX BOC � o 491.7 E/P o 490.o o 488.2 C486.7 484.9 493.2 C<o o o 483.28 Ln Ln InAr LLn Z D DD D E/P D m D �I I o EX �o 490•o EX o + 491.4 + 488.o 43.5 492.9 EX °Ncz� EX. E/P EX. EX. E/P ° 0 o O 483.52 0 + In O LTI O O O O O O O In ;U O 486.E EX. 0 00 491.o O 489.6 o 487.7 in 485.o EX. Lr) EX. E/P 492.eL/) o l � In L/)o l!1 o v m V z 483-78 ° � Ln r L/) E/P 0 D (11 (fc ll �rn � m mAm m m C Az mm n -BOC EX./W�zEX.R/W E/P EX. R/W 490•7 0 0 489.3 0 0 486.4 O 484.7 0 0 p 49L� + + z+ 487.6 Z zz BOC EX. E/P zo EX. E/P I o EX. E/P o 483.01 EX BOC EX BOC SM EX BOC 0 487.7 479.7 ° 492.0 EX. EX. W0 0 0 483.56 s/w 479.69 0 EX. R/W EX. slw ° ° 488.8 0 476.6490.4 475.6 +92.0 ° ° 0 481.24o D 475.61 O O IO00 W fl InOIn O OIn OInO O In O Cn O InOto REVISIONS ko L L I N E N I N E E I DATE REVISION DESCRIPTION co 11/25/19 INITIAL FINAL SITE PLAN SUBMITTAL o200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902 -434.293.3719 12/18/19 REVISED PER JPS COMMENTS DATED 191213 1/3/20 REVISED PER JPS COMMENTS DATED 191231 PROJECT Lo 3/2/20 SUBMITTAL OF THE FINAL SITE PLAN TO ALBEMARLE COUNTY FOR REVIEW mN M MARTHA JEFFERSON HOSPITAL PRESIDIO APARTMENTS FINAL SITE PLAN IrI z Q) SHEET VDOT ROAD CROSS SECTIONS 1 I" I r'- II II -II v I I i I � I 477.76 475.E 475.36 5/W 470.4 0 UiOVi II cr III II / mA I J I II m I 475.2 z � �r EX./W 475.57 s/w 473.o s/w 474.42 469.1 MV I 3.3 plans and associated. documents are the exclusive property of COLLINS ENGINEERIPI(" and may not be reproduced in whole or in part and. shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING. DESCRIPTION L u m a r k The Prevail LED area, site luminaire combines optical performance, energy efficiency and long term reliability in an advanced, patent pending modern design. Utilizing the latest LED technology, the Prevail luminaire delivers unparalleled uniformity resulting in greater pole spacing. A versatile mount standard arm facilitates ease of installation for both retrofit and new installations. With energy savings greater than 62%, the Prevail fixture replaces 150-45OW metal halide fixtures in general area lighting applications such as parking lots, walkways, roadways and building areas. Construction Electrical (MSP/DIM) operation. The Construction is comprised of a LED drivers are mounted to the optional LumaWatt Pro system is heavy-duty, single -piece die-cast fixture for optimal heat sinking best described as a peer -to -peer aluminum housing. The LED and ease of maintenance. Thermal wireless network of luminaire- drivers are mounted in direct management incorporates both integral sensors that operate in contact with the casting to promote conduction and convection to accordance with programmable low operating temperature and transfer heat rapidly away from the profiles. Each sensor is capable long life. The die-cast aluminum LED source for optimal efficiency of motion and photo sensing, door is tethered to provide easy and light output. Class 1 electronic metering power consumption and access to the driver if replacement drivers have a power factor >90%, wireless communication. is required. A one-piece silicone THD <20%, and an expected life gasket seals the door to the fixture of 100,000 hours with <1%failure Mounting housing. The tics is mounted 9 P rate. Available in 120-277V 50/60Hz Standard pole mount arm is bolter on a versatile, aluminum plate 347V 6OHz or 480V 6OHz operation. directly to the pole and the fixture that dissipates heat from the 480V is compatible for use with slides onto the arm and locks in LEDs resulting in longer life of the 480V Wye systems only. 1okV/10 place with a bolt facilitating quick fixture. The fixture is IP66 and 3G kA surge protection standard. and easy installation. The versatile vibration rated (ANSI C136.31) to 0-10V dimming driver is standard patented, standard mount arm insure strength of construction with leads external to the fixture to accommodates multiple drill and longevity in the selected accommodate controls capability patterns ranging from 1-1/2" to application. such as dimming and occupancy. 4-7/8". Removal of the door on the Suitable for ambient temperatures standard mounting arm enables Optics from -400C to 40°C. Optional 50°C wiring of the fixture without havin Precision molded, high efficiency HA (high ambient) available. to access the driver compartment. optics are precisely designed to P P Y 9 Standard NEMA 3-PIN twistlock A knock -out on the standard shape the distribution, maximizing photocontrol receptacle and NEMA mounting arm enables round efficiencyand application spacing. PPP 7-PIN twistlock hotocontrol pole mounting. Wall mount and P 9 Available in Type II, III, IV and V receptacles are available as mast arm mounting options are distributions with lumen packages options. available. Mast arm adapter fits ranging from 6,100 to 18,900 2-318" O.D. tenon. nominal lumens. Light engine Controls configurations consist of 1 or The Prevail LED luminaire control Finish 2 high -efficacy LEDs mounted 9 cl' options are designed to be simple P 9 P Housing and cast arts finished 9 P to metal -core circuit boards to and cost-effective ASHRAE and in of super five -stage TGIC ester P polyester maximize heat dissipation and Pa California Title 24 compliant P powder coat paint,2.5 mil nomina P promote long life (up to L92/60,000 h t 25°C IESNA TM 21 solutions. The ANSI C136.41 I' t NEMA 7 PIN t l thickness for superior protection i f d d St d d PRV PREVAIL LED AREA / SITE / ROADWAY LUMINAIRE ours a )per - comp Ian - recap ace agalns a e an wear. an ar For the ultimate level of spill light enables wireless dimming when color is bronze. Additional colors P g g AMMIlk- control, an optional house side used with compatible photocontrol. available in white, grey, black, dark shield accessory can be field or An integrated dimming and platinum and graphite metallic. factory installed. occupancy sensor is a standalone control option available in on/ Warranty CERTIFICATION DATA off (MSP) and bi-level dimming Five-year warranty. UL and cUL Wet Location listed IP6GRated 3G Vibration Rated ISO 9001 DIMENSIONS DeagnLights Conwrtiumam Qualified' 2- r4• ENERGY DATA [701m1 Electronic LED Dmar 0.9 Power Factor a20HarmonicTotal Harmonic Distortion 120.27N/50 and 60Hz, 347V/60Hz, 480V/601-tz d0°C Minimum Temperature Rating i40'C Ambient Temperature Rating xoTE: comers ompm mr mna... b.orae enter. com,. Din.rent nweme wlore impwl mm.n oPtPaL 113.15/W 1354-1 2613/16'1681mm] -J EPA IEs el.e mr aenon-aana.,a coma, e.e .r,iam. »Pn r.nva.L VERSATILE MOUNT SYSTEM PRY PREVAIL POLE MOUNT ARM WALL MOUNT T r1l. /8* O O 6-15/16'/8' lmmm] mm) a- 4_ I203mml [181mml Ins• de.Hoe I 1130mm1 112mm1 L Dle. Hate 4-15/16" 3,V4' 2-3/8' 6• 1125mml 196mm1 Isom.) 1162mm) MAST ARM MOUNT 22T O IItoul L1153. -1 �183mmIJ MOUNTING CONFIGURATIONS AND EPAS Wall Mount Arm Mount Single Ann Mount 2 @ 180' Arm Mount 2 @ 90• Arm Mount 3 @ 90• Arm Mount 4 @ 90• EPA 0.75 EPA 1.50 EPA 1.50 EPA 2.25 EPA 3.00 ( o OPTICAL CONFIGURATIONS A75(6,100 Nominal Lumens) A2WA4WA6000,2(10/15,100'16,900 Nominal Lumens) POWER AND LUMENS Light Engine A75 A25 A40 A60 Nominal Power (Warts) 57W 87W 143W 163W Input Comsat @ 120V (A) 0.49 0.76 1.23 1.34 Input Current @ 277V (A) 0.22 0.35 0.54 0.60 Input Current @ 347V (A) 0.18 0.28 0.45 0.49 Input Cunent @ 480V (A) 0.13 0.21 0.33 0.35 Type 11 Lumens 6139 10204 15073 18630 BUG Rati r19 81-U0-G1 B2-W-G2 63-1M-G3 B3(KFG3 Type In Lumens 6,192 10,292 16,2M 18,992 BUG Rating B1-U0-G2 B2-UD-G3 B2-UO-G3 B3-L" Lumens 6,173 10,261 15,157 18,935 TYPe IV BUG Rating B7-lN)-G3 B2-UO-G3 B2-UO-G4 B2-110.G5 Type V Lumens 6,393 10,627 16,697 19,610 BUG Rating B3-UO.G3 841.1043 84U0-G4 BS-(1DC,4 LUMEN MAINTENANCE Ambient T-Pere4ne 25,000 Hours- 50,000 Hours• 60,000 Hours• Theoretical 100,000 Hours Theoretical L70 (Hours)• 2rC > 96% > 93% > 92% > 97 % > 260,000 4VC > 96% > 93% > 92% > 87% > 256,000 50°C > 95% > 92% > 91% > 86% > 250,000 LUMEN MULTIPLIER Ambient Lumen Temperature Multiplier 10°C 1.02 1SC 1.01 2VC 1.00 40°C 0.99 ORDERING INFORMATION Semole Number. PRV-A25-D-UNV-T3SA-SA 100 95 m a 90 E 8 85 80 E 75 70 PRV PREVAIL 0 10 20 30 40 50 60 70 80 90 100 Hours (Thousands) 25°C - 40°C - 50°C - Product Family Light Engine' DHwr • "tage Distribution M-.ti g Color. PRV=Prevail A15--(1 LED) 6,100 Nominal Lumens D=Dimming (0-IOV) UNV=Univereal T2=Type II SA�tandard Versatile Arm AP=Gray A25�2 LEDs)10,200 Nominal Lumens (120-277V) T3=Type III MA--Mam Arm B%Bmnze (Standard) A40=(2 LEDs)15,100 Nominal Lumens 347�47V T4=Type IV WM=Wall Mount Ann BK=Black A60�2 LEDs)18,900 Nominal Lumens 480=480V a T5=Type V DP --Dark Platinum GM --Graphite Metallic WH=White Optiarn (Add as Suffix) Asutoriw (Order Separately)11 7IXi0=70 CRI / 3000K CCT' PBWYM-XK=Well Mount Kit 7050-70 CRI / 5000K CCT ° RWMA-)O(=Mast Arm Mounting Kit 10K=10kV/10kA UL 1449 Fused Surge Protective Device PRVSA-)O(=Standard Arm Mounting Kit LWR.LW=LumeWatt Pro Wireless Sensor, Wide Lens for V- 16' Mounting Height'' HSNERD=House Side Shield LVJR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height •' MA7010-XX=Single Tenon Adapter for 3.12' O.D. Tenon MSP/DIM-L12=1nt rated Sensor for Dimming O ration B' -12' Mounting Height e9 9 n9 9 MA7011-XX=2@180° Tenon Ade ter for 3-1O.D. Tenon P 20 MSP/DIM-L30=1nt rated Sensor for Dimming Operation 12'-30'Moumin Height pe °9 9 Pa 9 9 MA1012-XX=3@120°Tenon Adapter for 3-1 .D. Tenon P 70 MSP-L12=1nt rated Sensor for OWOFF Operation, 8' -12' Mountin Height e9 9 9 MA1013-XX=4@90° Tenon Adapter for 3-12' O.D. Tenon P MSP-L10=lntegreted Sensor for O WOFF Operation, 12' - 30' Mounting Height pe MA1014XX=2@90° Tenon Adapter for 3-12' O.D. Tenon PER=NEMA 3-PIN Twisilock Photocontrol Rece acle" P MA701iXX=2@120°Tenon Adapter for 3.1/2'0.D. Tenon Pt PERT=NEMA 7-PIN Twistlock Photocontrol Receptacle 10 MA1016-XX�@90° Tenon Adapter for 3-1/2' O.D. Tenon HSS=House Side Shield MA1017-)X�ingle Tenon Adapterfor 2-W O.D. Tenon HA=50°C High AmbientTemperature MA1018-XX=2@ 1800 Tenon Adapter for 2-W O.D. Tenon MA1019-XX=3@120° Tenon Adapter for 24W O.D. Tenon P MA1045-XX=4@90° Tenon Adapter for 2-36" O.D. Tenon MA1Di8-XX=2@90° Tenon Adapter for 2-3V O.D. Tenon P MA700.4XX=3@90° Tenon Adapter for 2318' O.D. Tenon P MA7191-XX=2@ 120° Tenon Adapter for 2-38' O.D. Tenon OA/IIA1013=Photoconirol ShortingCap P OA/IIA7011=NEMA Photocontrol -120V OA/ILA7016=NEMA Photocontrol - Multi -Tap 105-285V OA/HA1027=NEMA Photocontrol -480V OA/RA1201=NEMA Photocontrol - 347V ISHH-01=1nt rated Sensor Programming Remote e9 09 9 ■om 1.customer isr°apon,iw,for,nginesrine... Mism wnfi,m pol-d fixture wmp,tibihty nor all IPPf h.- R°r°, to inetellaion »waions 10500002EN,nd pole- paper WP51300tEN fir,ddition.l,uppon i-rhmi.r. z. o»isnuem, conwmvm• oP.Esw.nd Pu»lead 1,11 suna.m. relay to www.deeipa4nre..19 m, tlel.a.. t. SMnderd <000K CCT eM 70 CRI. 1. Consult I»tory for driver »ape prete°tian velum. s. onp nor v» wnn asov con mtem.. P., Nec. not mr v» witn P�wmvnaea .rareme, imwd..p. 0mvna.a em.ma or comer g...na.a .ret.m. lwmmoav known» Three Ph -Three wire Don.. Tare. Ph... High Lop Den. and Thre. Pn.»com°. Gropneea oat.. stoma. e. oie.,.nt non.me wmre imD•Pt Inman ovtpa. IEs ale. mr the non-.t»mm wmre.r. ».Lion. „con ,.an»L ). Enentlad lead timm, MIEs fiNa for 3000K and SOOOK comers normin I L. Tn»,fil»ere bll,n.a on Ne Prw,il lumin.ire rodutt ODh Uaedwic,l pa p .you W p ... I. the wabene. L LumaWen Ro wireNea »nwreare L 1l imtellea andreguira networkwmpoMnl LWREM 1, LWRGW-1, antl LWRPoE6 in,ppmpd,le guantitia,-Sea webeil for Lum.Watt Prv.pplicelion inlartnation. ay.tem i. -1 available wnM1 pnot... n l vac .d. 1- -.1. a. Not avail. wiN MSP ar LWR optionv. n. Replero zx wan palm roldr. STOCK ORDERING INFORMATION Stock Sample Number: PRVS-A25-UNV-T3 Product Family Light Engine Voltage Distribution Options (Add as Suffix) PRVS=Prevail A15=(i LED) 6,100 Nominal Lumens UNV=Universal (120.277V) T3=Type III MSP/DIM-L30=1ntegrated Sensor for Dimming Operation, A25�2 LEDs) 10,200 Nominal Lumens 347�47V T4=Type IV Maximum W Mounting Height A4a=(2 LEDs115,100 Nominal Lumens A80�2 LEDs118,900 Nominal Lumens Effective Projected Area (Sq. Ft.l: 0.75 SHIPPING DATA Approximate Net Weight: NOTE: aroma only. w00K CCT 1-27rv. sarv. w,na.m movnang „m..Lna.m non.1-d tokv Mov.na D�10v aimm;ng. 20 His. (9.09 kgs.) Eelon Eaton L •� L 1121 Hphwar X Souln 1121 Hrghrey TI S.tn E _T• N F y f E Te N Pe hiree CM GA W269 Speaf i cons a 0 E e N rpamtrce Gil' ru X,2M Speo,�n.s a q 7DS000I6EN P77D480480O arse-n.eieeta TOFiW018EN � P77oasolew d�mens one"AP,im li>nrendg fl, me tvdnawaa 'www.designlights.org T 2017-06-0208:01:59 r?nmmg Bup,rese nrortmaea cow .1..oxnAghrW merge-11xxt rotire. 2017-OB4208d)1:69 Poxermg 6dmress wi,M . www eaorco ,ghhng merge wmrvwl notice. 0000, 00010 NOTES: / 1. ALL POLE LIGHTS SHALL BE 20' FROM THE GROUND TO THE / PROPOSED LIGHT FIXTURE. THE 20' HEIGHT SHALL INCLUDE / / THE BASE OF THE POLE. / 2. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. 3. LAMP TYPE SHALL BE METAL HALIDE. / 4. FIXTURES SHALL BE BRONZE IN COLOR. 01 TOP 4001* \ \ \ o \ OO NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. `® BUILNNG #5 / TD50DO18EN 2017-06-02 08:01:59 ►'��''� zo Ott STORMWATER , MANAGEMENT - FACILITY CCESS TO LEGO I \ RM & MONTICELLO i I 0 � I ------ i i i ( IN FEET ) 1 inch 50 ft. ,,Agr SCOTT R. COLLINS� No. 35'791 111 ZONAL E� M +--I C r1 M e N N J r-I r-I Q 1--I rI Q rI Q L L W W m c e Z z ` 3 z z U a w w F LU ~ (� o O O z O Q U U z Iti r-1 r-1 L F LL f c W w J Q W W LU W W H j j � E �� 0 0 M D N N M DID 0 N M 7--I r-I z L9 Q M r Z � W V) CV � M � z o w rn N Cn W Q ~ > z w w J J U) Q Lu _j 1- Q Q O O a Q z U � ~ W _ � J J Q Ul ZW Cn W O ® U z � O j W (n Q Lij LL CD LL O Uj O n CV Q o w JOB NO. 172131 SCALE 1 'f= 50' SHEET NO. 26