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HomeMy WebLinkAboutSDP202000023 Plan - Revision Final Site Plan and Comps. 2020-05-11GENERAL NOTES Ho OWNER: PRESIDIO PANTOPS, LLC 455 SECOND ST SE, 5TH FLOOR o0 CHARLOTTESVILLE, VA 22902 MARTHA JEFFERSON HOSPITAL OSCOTT R. LLIN_ DEVELOPER: CASTLE DEVELOPMENT PARTNERS, LLC O No. 35791 230 COURT SQUARE, SUITE 202 CHARLOTTESVILLE, VA 22902 � 05/11/20 c�4 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K R�` O� SIONAL E� CHARLOTTESVILLE, VA 22902 PRESIDIO APARTMENTS (434)293-3719 2io����so TAX MAP NO.: 07800-00-00-02OM6 DB 5224 PG 198 TOTAL PROJECT AREA: 20.415 ACRES TOTAL F� ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL WITH PROFFERS (ZMA 01-015), PRESERVED AND MANAGED STEEP SLOPES FINAL SITE PLAN OVERLAY DISTRICT, FLOODPLAIN OVERLAY DISTRICT, AND ENTRANCE CORRIDOR DISTRICT w TOPO & SURVEY: BOUNDARY SURVEY PROVIDED BY ROUDABUSH & GALE DATED NOVEMBER 2019 AND UPDATED IN MAY 2020. ORIGINAL A � No TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY, 2006. ADDITIONAL TOPO --_ r i AND VERIFICATION OF EXISTING TOPOGRAPHY HAS BEEN PERFORMED BY ROUDABUSH & GALE IN NOVEMBER, 2019 AND SDP20200002300 MARCH 2O20. TOPOGRAPHIC SURVEY PERFORMED IN SUPPORT OF DESIGN MEETS STATE CODE REQUIREMENTS FOR SURVEYS. M 0 BOUNDARY UPDATED PER SURVEY PLATS FROM ROUDABUSH &GALE ASSOCIATES, DATED MAY 2020. RIVANNA MAGISTERIAL DISTRICT J p H DATUM: NAD83, NAVD 88 Q,' Q,' OU p ALBEMARLE COUNTY VIRGINIA p p J U)EXISTING TERRAIN: WOODED UNDEVELOPED PROPERTY SLOPING DOWN TOWARD THE RIVANNA RIVER AND INTERSTATE 64. � �NTERSTATE64 � z co� � Q w PROPOSED: 250 RESIDENTIAL APARTMENT UNITS, CLUBHOUSE, AND AMENITIES k� z U) U m O (100) 2 & 3 BEDROOM APART. UNITS AND (150) 1 BEDROOM AND 1 BEDROOM W/ DEN APART. UNITS / ♦ / O _j z z Q U � w g g z VICINITY MAP w 0 0 0 WATER SUPPLY PROTECTION AREA: N/A / 00 p F__ =) In_ U WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN O �/ II II - I H O z a a w J SCALE . 1 - 1000 ALLOWABLE DENSITY: PER ZONING APPLICATION PLAN - PARCEL I (16.65 ACRES) = 250 UNITS: 15 DU/AC. / / I� > Q a a Q w i 1 O SHEET INDEX �oo�m PROPOSED DENSITY: THE ENTIRE REZONING DEVELOPMENT AREA IS LOCATED ON THIS PROPERTY, WITHIN THE 20.415 ACRES. THE TOTAL DENSITY / 1 z w w Q OF THE PROPERTY IS AS FOLLOWED: DENSITY OF ENTIRE PROPERTY = 250 UNITS / 20.415 ACRES = 12.25 UNITS / ACRE ° / 1 > > = a O / / TITLE SHEETLu ~ u- p BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 60 FEET. / / 1 COVER 1A O Lu U) % \\ PROFFERS 1B Q > STEPBACKS: FRONT = THE MINIMUM FRONT STEPBACK REQUIREMENTS FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR Lu EXISTING CONDITIONS &DEMOLITION PLAN 2 Lu EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. O \ �O SIDE NONE ! \%;, � OVERALL LAYOUT PLAN 3 4 cop � \ LAYOUT PLAN U)REAR =NONE LAYOUT PLAN 5 NOTE: A SPECIAL EXCEPTION REQUEST HAS BEEN SUBMITTED FOR THE REMOVAL OF THE STEPBACK REQUIREMENT FOR / / �/ BUILDINGS GREATER THAN 3 STORIES IN HEIGHT BUT HAS NOT BEEN PROCESSED YET. \ LAYOUT, UTILITY, & GRADING PLAN 5A LAYOUT, UTILITY, &GRADING PLAN 513 SETBACKS: FRONT = 30' MAXIMUM O � UTILITY PLAN 6 SIDE = NONE w UTILITY PLAN 7 REAR =NONE I / \ ° GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 rn NOTES & DETAILS 10 w o o SUBDIVISION STREETS: CURB &GUTTER NOTES & DETAILS 11 Q N � M N ,� ;::�:.>;;:.::\ �w wow_ LANDSCAPING PLAN 12 p ; - M � UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER I Ln LANDSCAPING PLAN 12A FIRE AND RESCUE: AS REQUIRED, ALL FIRE FLOWS WITHIN THE APARTMENT COMPLEX TO SERVICE THE BUILDINGS SHALL BE A MINIMUM FIRE "r - - - _ LANDSCAPING PLAN 13 �f�rr FLOW OF 17SO GPM @ 20 PSI. THE AVAILABLE FIRE FLOW IS 2,440 GPM @ 64 PSI. FIRE HYDRANTS SHALL BE SPACED _ I \ ;::.:.:.:.:.:.:.:.: LANDSCAPING DETAILS 14 7 ACCORDINGLY TO PROVIDE COVERAGE TO ALL BUILDINGS. _ DRAINAGE MAP 15 Z DRAINAGE PROFILES 16 Q AGRICULTURAL/ FORESTAL DISTRICT: NONE �' / <. \ / DRAINAGE PROFILES 17 J _ - WATERLINE PROFILES 18 -------- -- - - EXISTING VEGETATION: WOODED - / / - - WATERLINE PROFILES 19 0 - - - - WATERLINE PROFILES 20 ui LIGHTING: PARKING LOT AND BUILDING LIGHTING IS INCLUDED WITH THIS FINAL SITE PLAN. LIGHTING SHALL '' O _ SANITARY PROFILES 21 CONFORM TO ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINANCE. ,-'�' ; VDOT SIGHT DISTANCE PRO FILES 22 M DRAINAGE CALCULATIONS 23 LANDSCAPING: A LANDSCAPING PLAN HAS BEEN PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET �,•� / r '` / DRAINAGE CALCULATIONS 24 N TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE 25 J ROADWAYS. �•� �� � / � � � �' -'���� ROAD CROSS SECTIONS - �o Q LIGHTING PLAN 26 C`7 TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER / TRASH COMPACTOR IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE - - - - - -' ---- O �� \ � -' TOTAL SHEETS 30 H APARTMENT COMPLEX. o / __ _ -- -- -- _- O (�LL O OPI PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. CN I' 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 o EXISTING CULVERT 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) :. , - �A� CULVERT Lu NOTE. A TOTAL OF (10) HANDICAP SPACES INCLUDING (2) VAN ACCESSIBLE SPACES ARE REQUIRED FOR ADA REGULATIONS DROP INLET &STRUCTURE N0. ui PARKING PROVIDED: SURFACE PARKING SPACES = 406 SPACES INCLUDING 14 HANDICAP PARKING SPACES) ( ' CURB LL GARAGE PARKING SPACES = 20 SPACES �` / �� ��, ���CURB & GUTTER TOTAL PARKING SPACES = 426 SPACES PROVIDED / PROPOSED PAVEMENT U) Q EC-3A DITCH uiSTREAM 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 �•. DEPTH OF EC 3A DITCH 51003CO145D ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR THE EXISTING STREAM BUFFER OR 100 YEAR ` - 6" FLOODPLAIN. THE PROPERTY IS WITHIN A STATE DAM INUNDATION ZONE AND FEDERAL DAM INUNDATION ZONE ALONG THE O O i - EC-2 DITCH I� Lu RIVANNA RIVER. ALL PROPOSED DEVELOPMENT SHALL BE LOCATED OUTSIDE OF THE LIMITS OF THE INUNDATION ZONES. � DEPTH OF EC-2 DITCH RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE GRADING PLAN SHEETS 8 & 9. ° Y <_ I -I EARTH DITCH , ^ O RECREATION: REQUIRED: 250 APARTMENT UNITS x 200 SF = 50,000 SF ® / - _ - - - - - DRIVEWAY CULVERT U W U - -- - TOT LOT = 5 TOTAL REQUIRED (MINIMUM 2,000 SF EACH -TOTAL 10,000 SF) BASKETBALL COURT = (2) HALF -COURTS OR (1) FULL -COURT \ - - - _ - �- BENCH MARK PROPOSED: \ \--------- CLUBHOUSE = 14,000 SF \ / / _ _ _ _ _ CLEARING LIMITS ui POOL DECK= 12,200 SF DOG PARK = 3,500 SF BEER GARDEN = 2,800 SF \� ----------zoo----- EXISTING CONTOUR COURTYARD = 12,650 SF \ �o _ _ - _ _ I / 20o PROPOSED CONTOUR Ln ONSITE WALKING TRAIL = 9,600 SF w r ^ TOTAL = 54,750 SF \ _ - _ o / - / - VDOT STANDARD STOP SIGN V' NOTES: o \ 0 0 / / II - - - - - _ - - - - PROPOSED SPOT ELEVATION LLI O 1. PER COUNTY CODE 18-4.16.3.2, RECREATIONAL EQUIPMENT AND FACILITIES SHALL BE MAINTAINED IN A SAFE CONDITION NOTES: 2 AND REPLACED AS NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER IF RENTAL UNITS.- -e 2. PER COUNTY CODE 18-4.16.3.3, RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY (50) PERCENT OF THE UNITS CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON U) \ \ / / I _ _ - - - - - - PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF HAVE RECEIVED CERTIFICATES OF OCCUPANCY. O \ o / o I _ _ _ - - - - 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. O LAND AREA: BUILDINGS: 2.66 AC (13.0%) \ �\ `� / _ _ _� - - - j THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK LLI V / PARKING AND TRAVELWAYS: 4.12 AC (20.2%) ONSITE. 0� SIDEWALKS: 1.04 AC (5.1%) �/ RECREATIONAL AREAS: 1.26AC(6.2%) TRIP GENERATION CALCULATIONS ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT Ld_ w OPEN SPACE: 11.34 AC (55.5%) SHEET LAYOUT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE mmi Q CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT / I1 TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 1 If _ 1 I ADDITIONAL NOTES: INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR IMPERVIOUS AREAS: 340,501 SF (7.82 AC) TOTAL 250 APARTMENTS UNITS CODE 230 SCALE 1 . - 1 00 1. ALL OPEN SPACE SHALL BE PRIVATELY OWNED AND MAINTAINED. NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT '� w ( ) PARKING AREAS AND TRAVELWAYS: 179,547 SF 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAYS. AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. � r� ADT: 1680 VPD (840 ENTER 840 EXIT 3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER. (y SIDEWALKS: 115,74 SF / ) 4. THE PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 0 BUILDINGS: 115,747 SF AM PEAK: 128 VPH (26 ENTER/ 102 EXIT) S. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. PM PEAK: 155 VPH (101 ENTER/ 54 EXIT) 51003CO289D ADOPTED FEBRUARY 4, 2005. PAVED PARKING AND CIRCULATION AREA: 179,547 SF APPROVALS DATE 6. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. ALL DRAINAGE RIGHT /LEFT TURN VDOT CALCULATIONS EASEMENTS SHALL REMAIN PRIVATE DRAINAGE EASEMENTS. STEEP SLOPES OVERLAY DISTRICT: MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. 7. STREET TREES SHALL BE PROVIDED ALONG PETER JEFFERSON PARKWAY 40' O.C. IN ACCORDANCE DEPARTMENT OF COMMUNITY DEVELOPMENT � IMPACTS TO MANAGED SLOPES ARE CONSISTENT WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. NO IMPACTS ARE PETER JEFFERSON PARKWAY EXISTING TRIPS (BASED ON 2017 TRAFFIC U Q WITH VDOT AND ALBEMARLE COUNTY STANDARDS. w PROPOSED TO THE EXISTING PRESERVED SLOPES. ANALYSIS FOR A POTENTIAL REZONING ON THE PROPERTY) 8. PUBLIC WATER AND SANITARY SEWER EASEMENTS AND ALL LANDSCAPING MAINTENANCE PLANNER/ZONING p w VPH: PETER JEFFERSON PARKWAY EASEMENTS SHALL BE ESTABLISHED AND PLATTED IN CONJUNCTION WITH THE FINAL SITE PLAN. ENGINEER BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. EASTBOUND: PEAK AM: 194 TRIPS PEAK PM: 322 TRIPS U) WESTBOUND: PEAK AM: 408 TRIPS PEAK PM: 210 TRIPS 9. ALL MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR INSPECTIONS JOB NO. (INTERSTATE 64 AND RICHMOND ROAD). ALL MECHANICAL EQUIPMENT SHALL BE SCREENED ARB 172131 STORMWATER MANAGEMENT: A VSMP/STORMWATER MANAGEMENT PLAN HAS BEEN APPROVED FOR THE PROJECT, SEE THE WATER PROTECTION PLAN FROM THE ENTRANCE CORRIDOR BY FENCING AND/OR BUILDINGS TO PREVENT THE VISIBILITY (WP0201800027). THIS PLAN REFERENCES AND ILLUSTRATES THESE FACILITIES FOR THE OVERALL DEVELOPMENT AND LEFT TURN ANALYSIS: (45% LEFT TURN INTO SITE) OF THE UNITS FROM INTERSTATE 64. DEPARTMENT OF FIRE RESCUE DRAINAGE DESIGN. THE FINAL DETAILS FOR THE CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITIES ARE PART PROPOSED TRIP COUNTS MEET A LEFT TURN WARRANT 10. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. THE ALBEMARLE COUNTY SERVICE AUTHORITY SCALE OF THE WP0201800027 VSMP PLAN AND ANY ASSOCIATED WPO AMENDMENTS THAT MAY BE PART OF THE OVERALL RIGHT TURN ANALYSIS: (55% TOTAL RIGHT TURN INTO SITE) CONTRACTOR SHALL CONTACT THE FIRE MARSHALL'S OFFICE TO DETERMINE THE LOCATION. N/A WP02018-00027 VSMP PLAN. PROPOSED TRIP COUNTS AND TURNING MOVEMENTS WARRANT A 11. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT VIRGINIA DEPARMENT OF TRANSPORTATION RIGHT TURN TAPER FOR BOTH ENTRANCES. NO RIGHT TURN LANE SHEET NO. IS REQUIRED. OVER SIDEWALKS. HEALTH DEPARTMENT � lA Ho SCOTT R. LLINS No. 35791 05/11/20 o��ssloNAL w w o � N O M W N v N N J �' �' U 0 w cn J W W z < Q w Z�M00WZ O a z� F- m 0 J z z Q U U d W W to w � � O Z 0 � 0 0 Z 0 u) U U J O Ln zLn In_ � � > < W w w w � Q Z J � W W � Q z to to w � H a W 0 o w ce m to o .� .� o 0 W \ \ N N Q N \ u, � z Q 0- UJ M I� C'M d� N J c Q IZ-I O L.L � I N (n Q z J J � Q W 0— U) 0 Q Q LL _ O U W oC W J I� w (I) W JW J� Q LL C� LL O W O r"1 N Q C w O G W a � JOB NO. 172131 SCALE N/A SHEET NO. 1B MARTHA JEFFE]ItSON HEALTH SERVICES AT PETER JEFFERSON PLACE illustrations submitted as part of the Owner's rezoning materials shall be made by the earli ZMA 01-015 deemed illustrative only, and such plans and illustrations shall no# be deemed proffers. In addition to the provisions of Exhibit A, the Owner further reserves the right to develop the Property in phases {which may involve the er to occur of (i) dedication by Thomas Jefferson Foundation, Inc. ofthe portion of land identified as tax map parcel 7$-31A that is located within the 100-year flood plain into the Rivanna River Greenway System; (ii) final site plan approval fox any development on Parcel _ COUNTY OF ALBEMARLE Depanmenc of Planning & Community Development PROFFER STATEMENT reasonable use of surface parking prior to ultimate buildout of the Property as I shown on the Application Pian {if applicable, in which case such site plan aot \tclntire Roaa, Room 21 s shown on the Application Plan), and to make reasonable modifications to the will include reasonable provisions for access to the Gxeenway System); or (iii) Charlottesville, Virginia 22902-�1596 {434) 296 - �823 The following parcels are subject to rezoning application ZMA Ol-015 and thus to conceptual grading plan shown on sheet AP-3 of Exhibit B {provided that the final subdivision plat approval for any development on Parcel I shown on the Fax �a3a) 972 - ao 12 this proffer statement: tax map parcels 78-20M, 7$-71, 7$-71A and 7$-31I (the finished gzades not vary by more Haan ten (l0) feet up or dawn). 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 substantially Notwithstanding the foregoing sentence, in the event the Qwnez elects in its Michael Matthews Company, L.C., it successors and assigns. The owner of tax reap parce178-31I 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 govern the exteriors of all buildings and for ingress and egress from the Property for the benefit of the Owner, for 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 contzol facilities, of riparian rights in LETTER OF CORRECTION "Owner." approval of ZMA Ol -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 Community Development or his/her successor: reasonably stipulated by the Owner. Upon the Board of Supervisors' approval RE: 3P-01-5t3 Martha Jefferson 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 01-01 S, employees and agents of the County Department of Parks and Recreation may have reasonable access to the portion of the Property to SP-o1-57 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 minimized, 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, Martha Jefferson HospitalatPeter Jefferson Place -Approved subject to attached � Owner acknowledges that (1) the rezoning itself gives rise to the need foz the conditions;•ZMA-01-15 Apand (2) such conditions have a reasonable relation to the rezoning requested. interspersed throughout the areas of the Property where development is Application Plan, help integrate pedestrian and bicycle accommodation, and similar measures, each as maybe permitted pursuant to the to the appropriate and reasonable given the then -current availability of such proffers. development into the surrounding landscape. programs, which plan shall b• e subject to the reasonable approval by the NOTES: / /- \ 1. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP ( Q Q / NUMBER 51003CO289D ADOPTED FEBRUARY 4, 2005.. / 1 MATCHLINE A - S E THIS SHEET 40 0BI � �� / 2. MANAGED AND PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. / I I Q ( c NC EX.DI R_ 000 Q BENCHMARK = EX( STING( 3. 100 WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN HEREON i ��?9 \ EXISTI DRAIN 48 + Q \ V,310 31 440. Q SANITARY SEWER'MANHOI�E INLETS TYPICAL I co ? TOP ELEV = 446.92 SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER , 1 I ) I SCOTT R. LLINS171 u \ Q PROTECTION ORDINANCE. .DI w D, A \ Q U No. 35791 \ Q Q EXISTING MH-MJH-1-4� V ��80 EX.DI °� 05/11/20 ' ,x S G � o r E s � �/5� i \ EX.DI® EXIST! DRAINAGE \ , �/ / _ INLET PICAL) r \ \ Lu\ - yV Lu �-0 Di �J \ -- --- \ / - N EXIST! C AND GUTTER 9$ Q / TMP. 07800 00 00 031H0 w EX Ex.Di OWNER: GAHC4 CHARLOTTESVILLE LONG TER JEFFERSON VA MOB, LLC M z w ARKWA TO BE'REMOVED \ / A ZONING: PLANNED DEVELOPMENT w r4 � O Q / / \ OR THE / �51 MIXED COMMERCIAL Q rn rn U p Q TMP: 07800-00-00-020M5 \ / / / / / / '` O SED N ROAD / Q DB/PG: 4818/286 g w w —j z ACREAGE: 7.38 AC ''w H cl� \ OWNER: PRESIDIO PANTOPS, LLC \ Q o / / z 0 0 w ZONING: PLANNED MIXED COMMERCIALPMENT \ / / / / / / I I �_ ` O 4� \ \ \\\ \ / Q \ \ / / \ O m 0 0 � � 1 / \ I \ ✓ ACREAGE: 6.569 AC � / / � ' / � � m � DB. PG. / I PORTION OI�CURB ANDARDRAIL AL N \ - / z - O DR RS N PARKW T' BE M� // - 50 O g z z ¢ u V/ ETE J'EFF� Q / LU LU 0 / F QQ L=42 826, =440. APlR MENT CO L w z v�EXISTIN PINE/HARDWOOD � a- O TREES (TYP.), w u u � 4 ��v - , � v vQQv vQ_- ' W J w Lu � w v v Q �i i uj o o z Lu Q ww�CIO Q /I j (� I 0� FMyILI I S & �CC I w- z \ \ Lu Lu Lu o E SEE F W I I /� \�\� z �y�, -- / o LuQ I \ �� �QI \ \ vy / �ur) Q Lu CID r, � EXI NGQ \-/AQQEQ Q QQ / I \ U)� o M EXISTING DRAINAGEi�NSION TO PROPERTY o.�,JEXISTING ACSA 16" DIP WATERLINE INLETS (TYPICAL�IVyE Q� PORTION OE GUJ B AND GUARDRAIL ALONG � � s _ - _ rn ,PETER JEFFERSO PARKWAY TO BE REMOVED g =__-- - _- / \ � � � � ��„� �� I I I FOR AFAR ME T COMPLEX ENTRANCES \ / // %/////// w o s i/ llI I I I W I A\ \ EX.DI / \/ A//////� A� , M Ln EXISTING CURB AND GUTTER y \ // / \ \ ALONG PETER JEFFERSON � I \ PARKWAY TO BE REMOVED E I TING TREELINE WITHIN THIS AREA FOR THELu / /IQ PROPOSED ENTRANCE ROAD; / / / go//� \� � _ ii_ //_ EXISTING GRAVEL \ // — — _ — ��\/// V� \ \ \ \� / MATCHLINE A - S E THIS SHEET R�A� TO BE REMOVED EXISTIN / \ / �� / / _� / I I I Q l i - ii / C'7 INLETS! T - _ - _ \� %/%/ /� // / \ \I I I I I 1 \ \ \ I L- -470� ---- - PORTIOF MEDIAN AND CUR TO 1IE CONSERVATION / / / / _ / ) \ - REMOVED FOR NEW T N LANE — �� \ \ ram - 0� // �/ / i 39 / / \ - - - - �i A C`7 __ / _ EASEMENT -35 ' / \ ��� ///� / 'z�.�ACCESS ) / -—_ ----- -- - --__--\- 4_04—_DB. 2544, PG.243-251 PLAT ACCESS' MENT40A EXISTIN MANAGED 30�9 09V3o- = _ \A ' I I \ _- ONfi55__34 7965' i �\ IN420 N83°31'1228'E .87' x1_ N % y \I �XI ING PIN /HARDWOOD / / A �V - \\ y i 1� - - - TR E (TYP.) / /� \ / / / \ \ I I I \ \ \ \ \ LLI -- ---- 0 53 -- -- - - \ --- / 3 - - � � 708 000 - _ -- - -16.74 8' _ U) EXISTING PRES �Vf D i �' _ Q x_ _, �� �\ / / / \ \ - - Lu - 2a / / \ �°j \ \ - \ SLOPES TO REM (TYP) Ox�� yp�\ ��� � // �� j �6�° 22��$ � / � / ✓ A ��/ � � - -/ � � / / � APPRO AT�LCATION 50' ACCE EASEMENT ELL LAND- 3�0�J&DEVELOPMENTiMP: 07800 0-0002oM1 \ \ _� Q O I �" -O ER. WORRELL L ND &,DEVELOPMENTS�OMPANY-LLC _— / M 07 00-0o-020M6 I/ / �� / / T BE VACATED \ I / \ / / \ _ ER: P SI I PANTOPS iLL� I / / \ / D B. 574, PG.320 / l l I / / / \ZONING: PLANNED DEVVELOPMENT A1`E6 COMMERCIAL - \ ' / / \ ACREA E: 29.63 AC �\ ENT M CQMM R �C GCE. 22.4 NN �D�VELOPIb1 V ( / D.B. 881', PG. 290 I I I �3 \ �� DB/PG: 4069/267, 2544/249-,1 73/8 . / I �`°I\ \ \ DBrPG: \ 5 /19 \ \\\ \� D.B. 8811i, PG. 297 / \ \ \ \ \- O• FACILITIES ACCESS / V \ _ _� _ - _ - - ___ AS�MENT�FC►R SWM / � � � � \ � A\ �€:? \\\\VA \ yp� � �� VA�� VAAVA VA y � � Lu 5 76„ PG. 400 I I I I I o I\ vv ------------ ----- I�T.I-NG TREE' o f \ \\\ - ----- /� ---------- FACILITIES C-CES \ REAM BUFFER \ - �� \ \ \ �3g�� \ ---- 100Lu -YEAR / \ \ \ \ \ _ \ \ - _ _ - O I I I I / / \\ \\ \ EASEMENT F R\\\\\ \ J / l \Lu FFER \ \ \ \\ \ \\\ I I \ --- T� DB. 5276, PG. 4 0 _ \ ��� \ \\ ��� \ _EASEMENT TDB 2544, G 25) _� - -- - - I I I I ((EXISTING GRAVEL \ \ \ \ - • I I I I \ F OPID TO BE REMOVED III \ I \ cn EXISTING PINE/H \�� \� // / / / I I I / \ / \ L u \ TREES TYP. \\ � Xl'STING O R�/A ION \ o \ \/ �� \/ 3so- SE ENT, (D 2 41 1)\ \ / 0' ACCESS - - EASEMENT V A V • \ \ A \�� `� // /\� AA V �� Vv�0oA EX4STINGPRIVATE \ \ \ \ • \\ \\ - /� \ \ _ DRAIIGE EASEM _ \ \\' 390/ -- DB€5233-, PG.359 ' _o\ - �< v/ //� �OfZTtQN OF EXISTING 50' ACCES\S' -� _ �C ? // // 380-_ —�� °— - \ _ - - -_ 37�— Q /// �� a �3o so 20 f�SEMENT TO REMAIN / --- 3� �• A �\ VA \ \ \ \A \ - -�� // '� _ EXISTINGTRAIL\ \ \\\ _ \ \\\\ \ \\ \ - - / // \ O• \ \ D.B 581 -Q \ ` -- \ TO REMAI \ � � � • � \ � / � r V � ( IN FEE) \\ \ • TT \ \ / / / / / \ \ \ i ch \6 ft. z Q Lu Q z LL z Q ~ z z Lu O Q O a Q Lu O 0 I —I Qz 0 cn z Lu O J � O L ) O z z O X Lu Lu LL Lu r'1 Q 0 C w G w a U) JOB NO. 172131 SCALE lit=60' SHEET NO. 2 STORMWATER MANAGEMENT / FACILITY �i* ;` 1 i III■II■II�II� ACCESSIBLE ROUTE / THROUGH THE SITE 1 / ' l NOTE: VISIBILITY OF ALL MECHANICAL j EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MECHANICAL EQUIPMENT FOR BUILDING #3 IS LOCATED ON THE ROOF AND SHALL BE SCREENED FROM 1 THE ENTRANCE CORRIDOR. TMP 78-20M5 SEPARATE PARCEL (NOT PART OF THIS 1 DEVELOPMENT) PARCEL RESERVED FOF TMP: 07800-00-00-020JO - FUTURE DEDICATION T( OWNER: JDM II SF NATIONAL LLC C/O STATE 1 ALBEMARLE COUNTY FO FARM MUTUAL AUTOMOBILE PUBLIC USE ZONING: COMMERCIAL OFFICE - ACREAGE: 19.88 AC 1 I DB/PG: 4475/728 = 1 TMP: 07800-00-00-020M5 OWNER: PRESIDIO PANTOPS,kLC ZONING: PLANNED DEVELOPMENT MIXI COMMERCIAL ACREAGE: 6.569 AC DB. PG. / NOTE: ALL PROPOSED SEGMENTED RETAINING WALLS ON SITE SHALL BE ANCHOR DIAMOND PRO "JAMES RIVER" i EXISTING CREEK 00 CONSERVATION EASEMENT ,�\ � DB.2544, PG.243-251 (PLAT) / �\ ��,�� � / STREAM BUFFER III■II■II■II■II■II■II■I II■III I MATCHLINE - SEE THIS §SHEETu, \ N n m �^ ° \`vmo \ o� TMP: 07800-00-00-020M4 oa p ` OWNER: MARTHA JEFFERSON HOSPITAL ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL OPEN \ SPACE \ q 1" U,;3 u \ i Ln S ill • ; .� - � `�`�s 0 BUILDING #1 �'�(r - \ \ 2 0.\�`'2 / MgRTNq✓F �Fq C \ 89FERSO FSrlb 7 BLDG TYPE.. ....... '� ..... , 3/4 STORY BLDG �a 42 UNITS . . ............�9C,.LL.... p, SIGHTC 1. ` ''L --��-•.---.---.- \ \', - '. ...........—'---- �y ----COURTYAf-Z©--` r Al �. .a kQ- MAINTENANCE \ BUILDING GHT DISTANCE=170' — — — yBUILDIN 000"/ „ ,.�`` `.° .�,*,;�°� BLDG TYPE 3 `,��`,',.` ` +� ��' %�i/ �; joe � ` as'' 3 4 STORY BLDG R't `' / 42 UNITS 12.28"E 176.29 ��i�\ Z / / �111� - - - - -- TREE � � / / _--------- - ----------------- LSO S i Y , ♦ CLUBHOUSE T 11 +- - a o Q - ---- -- - -- n u — — TOP y\ POOL \ �'� ' ��+��•'',� / '' DISTANCE- , .,�.�w1• ♦y DECK a - ,�Iu� 2 ► /� DOGML ® �. �� N '` ++,�+`�''• / > PARK � ♦ . ,..• / r - i L - . BUI yI *►. ��p.+A►' �• G� BL P TO / ell CO op , \ BUILDING #6 ��� �� •„�`"+•��.�`` ' \ , BLDG TYPE 4 \ \ \ \ 3/4 STORY BLDG \ \ \ \ 34 UNITS TRASH COMPACTOR AND ENCLOSURE \ \ �'L► STORMWATER \ \ S�.0) MANAGEMENT \ \ FACILITY 175' VEPCO EASEMENT \ WALKING TRAIL \\ - _Z --- _ DB.210, PG.457-459 v v EXISTING FACILITIES & ACCESS --- \ EASEMENT FOR SWM \ ��� TMP: 07800-00-00-020M6 D.B. 5276, PG. 400 �� ' OWNER: PRESIDIO PANTOPS, LLC \ ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL ACREAGE: 20.415 AC OO �k� DB.5224 PG.198 & DB._ PG. FLOODPLAIN OPEN NN SPACE g10.6T TMP: 07800-00-00-020M1 � � S82° 18' 011111101r,!,aw OWNER: WORRELL LAND & DEVELOPMENT COMPANY LLC ,A ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL � ACREAGE: 29.63 AC DB/PG: 4069/267, 2544/249, 2607/572, 1673/618 ACCESS TO LEGO \FARM & MONTICEELLO -- RY BLDG 42 NITS _ 0 NJ / TMP: 07800-00-00-020M1 � / OWNER: WORRELL LAND & DEVELOPMENT COMPA�Yi LC OPEN p°� ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL SPACE � ACREAGE: 29.63 AC / -- DB/PG: 4069/267, 2544/249, 2607/572, 16 618 __ _- - - -- -- GRAPHIC SCALE / I inches "L SC R. LLINS U No. 35791 � ''S 05/11/20Oj ONAL E1S���� +-1 M N N J —1Lu + 1 o 0 Lu co o o 0 Z � a Q z z O Z Z U a LU LU Lu- 0 � 0 O 0 O z 0 J z d d i LV L Qaa w w Lu Lu w w ce z � � lb, \ LuN � -A Ln -A CO o 0 o \ \ \ QLn L9 9r— cP \ \ Lu \ \ \ C? M Lr) cy) \ o \ M Q I - �o N LL r- O I Cn 00 Lu oII J v J Lu 1 I II � Lu 1 z U) Q = I L9= Lu a- I I O O � Q O U U) Q / I ' Lu Lu J Q J a / I u�, Lu CO I s ul U) � O � ' a O Lu (I) Z/ 1 M Lu O I o N Lu cn ' J QLu / LL I CD Lu / ' CD N n Q / I wEO llq / N L" C�C H `n o U) I v_ O G w / Z cn zz JOB NO. II M 172131 SCALE / I 'I 1 "=50' / I 'MATCHLINE - SEE TRI SHEET II SHEET NO. 3 III■■■■■■lid ■■III 4" WHITE SINGLE DASH LINE FOR PROPOSED ADA HANDICAP CROSSING. TURN LANE STRIPING (MINI -SKIPS 2 LINE 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.) 4" WHITE SINGLE LINE FOR TURN LANE STRIPING - TO BE INSTALLED PER VDOT SPECIFICTIONS----- I \ ACCESSIBLE ROUTE NOTE: RELOCATE GUARDRAIL ������������� THROUGH THE SITE / WITH INSTALLATION OF PROPOSED MILL & OVERLAY. iRIGHT TURN LANE SEE WP-2 STANDARD DETAIL, SHEET 10. \ ° w NEW GUARDRAIL w w AND TERMINAL END PROPOSED RIGHT �� � �w TURN LANE TAPER Pt: TE R JEFF ° ERSON P 5 PUBLIC PARK PROPOSED `L, P R/W _ AY ROUT _— STREET SIGN �� sr eeOSTED SPEED-3 M 140 1 — P►-I PROPOSE � � PROPOSED SIGNS ALONG THIS SIDE OF ROADWAY - "NO PARKING, FIRE LANE" �� 9 S�GyTO/S I BURN_ !TURNLPNE PROPOSED F, i \ \ STOP SIGN° 39S' PROPOSED 5' CONCRETE SIDEWALK -- PROPOSED GUARDRAIL 9, a ° __PROPOSED CG-6 (TYP.) \_ I ALONG TRAVELWAY (TYP.) IT PROPOSED 5' CONCRETE SIDEWALK � \° ° 100' TURN LANE \���,, SEE DETAIL, SHEET 10 �� , v y ' . � PROPOSED MILL &OVERLAY. p v. vy Y ° ° ..yyy ..-y. vvy ° ,v 00� O \ \ SEE DETAIL, SHEET 10. v NOTE: VISIBILITY OF ALL MECHANICAL J� 4 �y PROPOSED 3' CONCRETE SIDEWALK° — 3 e PROPOSED CG-12 (TYP.) 0 v Ql� \ Se 1 o / / PROPOSED CG-2 (TYP.) PROPOSED SEGMENTED / RETAINING WALLS (TYP.) / WITH HANDRAIL EQUIPMENT FROM THE ENTRANCE I �� PROPOSED SEGMENTED 9'x20' PARKING RETAINING WALL O ( PROPOSED CORRIDOR SHALL BE ELIMINATED. �' Q` O y y Y PROPOSED RIGHT MECHANICAL EQUIPMENT FOR SPACES (TYP.) WITH HANDRAIL O �.y .. rY .. v '.Y STOP SIGN Yy . BUILDING #3 IS LOCATED ON THE I PROPOSED CG-6 \v ' v .y " L v vY y° y Y ,y y' y Lv v y' y .° v" Y y yy," y yL.' " v . TAPER PROPOSED 5' CONCRETE SIDEWALK MAINTENANCE TURN LANE TAPE I y_ STREET SIGN ROOF AND SHALL BE SCREENED FROM I CURB & GUTTER \ - _ — BUILDING o I l _ 30' MAXIMUM SETBACK LINE THE ENTRANCE CORRIDOR. Q` PROPOSED MECHANICAL — — v. I �^ I O — �o OO EQUIPMENT (TYP.) I ry v Y y Y Y-. COl1 RtYARD.y . v 1 u' 62 CONCRETE STEPS (3), PROPOSED CG-6 (TYP.) o, WITH HANDRAIL 00 ' O 10,4 1 „ \ y STEPS (3) ° O CONCRETETHHANDRAIL PROPOSED CG-6 (TYP.) BUILDING #1 ~ I—�; ° PROPOSED SEGMENTED �r BUILDING TYPE 3 I 00 F- ,° RETAINING WALL (TYP.) ° `yFt 3/4 STORY BLDG W � � WITH HANDRAIL O / PROPOSED CG-2 TYP. 2 U N TS00 m �6 (TYP.) PROPOSED SEGMENTED' G!Q PROPOSED CG-12 TYP. y i RETAINING WALL (TYP.) —. { PROPOSED CG-12 TYP. �q' PROPOSED 6' CONCRETE SIDEWALK ( i, ° 00 / WITH HANDRAIL a y BUILDI G -BUILDING o TYPE 3 " PROPERTY BOUNDARY (TYP.) \' "'- 3'R p !r�',O �/ 3/4 STORY BLDG'- \ ti PROPOSED 2' 11 *i,� �� 42 UNITS GRASS OVERHANG PROPOSED SEGMENTED fir° / PROPOSED GUARDRAIL % O �, {v �i RETAINING WALLS (TYP.) O ��O 15 ✓��� SEE DETAIL, SHEET 10 WITH HANDRAIL `� ° �• O, A/ O �; • �i� 12 PROPOSED SEGMENTED ti ` RETAINING WALLG ° �v TMP 78-20M5 O �PROPOSED CG-6 PROPOSED CG 6 , , / c' O jf� SEPARATE PARCEL CURB & GUTTER u, i` O +I � CURB &GUTTER PROPOSED SEGMENTED �� O PROPOSED MECHANICAL 4 (NOT PART OF THIS DEVELOPMENT) �. RETAINING WALLS (TYP.) 3' f ��. 'CP �� EQUIPMENT (TYP.) PROPOSED SEGMENTED / PARCEL RESERVED FOR FUTURE WITH HANDRAIL i :� p�j ��`� RETAINING WALL (TYP.) DEDICATION TO ALBEMARLE 4 /,z'�/ / ��•� I ° COUNTY FOR PUBLIC USE PROPOSED 6 CONCRETE SIDEWALKSR O>� PROPOSED CG-6 OPEN SPACE C, 4?, �e CURB &GUTTER PROPOSED CG-12 (TYP.) � PROPOSED 6 CONC. SIDEWALK ��` 15 PROPOSED 2' CONCRETE STEPS (12) I ° * •` ` GRASS OVERHANG O O r, r,' 11 oy •4 PROPOSED SEGMENTED ��' WITH HANDRAIL � I . '. ° r, a O ° N PROPOSED i N bhp` O RETAINING WALL (TYP.) �� CID, I CG-12 TYP. p° O �° O co .. o b .�� ( ) .� �� . �.° WITH HANDRAIL PROPOSED 5' CONCRETE SIDEWALK — PROPOSED r O SEGMENTED � I °° r °° ,,� � � \ F �//� O `�� CONCRETE STEPS (3) � 11 i i I / r O _r RETAINING WALL (TYP.) S/y ° ° WITH HANDRAIL �Z ' .,�' /I/ F�s *r��r° .�` SR � '6, h I 7�i rr PROPOSED F �R,gFF� 15 r�►i�'�r `.�• �TypJ 16, 3'R CG-12 (TYP.) PROPOSED SEGMENTED _ `` r��r'° 9 \�� y `� .,,ir ��� cr,O RETAINING WALL (TYP.)�� y� ��. `` WITH HANDRAIL ��/ PROPOSED CG-6 O .,y° �°� 4 �° v / 18" +► -Y CURB &GUTTER 'v 12 (Type�•. NOTE: ALL PROPOSED SEGMENTED RETAINING WALLS ON SITE SHALL BE PROPOSED 2' ANCHOR DIAMOND PRO "JAMES RIVER" GRASS OVERHANG - � 10 �I CLUBHOUSE !��'�i w ��`i�'>�4 O 14,000 SF 9'x20' PARKING SPACES (TYP.) I j '�ii PROPOSED /<G/w iR' Sri ° Q PROPOSED 6' CONCRETE SIDEWALK STOP SIGN � � � � ' PROPOSED 6' / 3R O PROPOSED 5' CONCRETE SIDEWALK / ��i, Q- CONC. SIDEWALK ♦ri��,'� PROPOSED CG-12 (TYP.)'O� U PROPOSED SEGMENTED / O rr�iy ° � � \0�_x RETAINING WALLS (TYP.) PROPOSED SEGMENTED ' ;: WITH HANDRAIL r Q 0 �� BUILDING #4 i RETAINING WALL (TYP.) ♦° .,; WITH HANDRAIL °° , 5R BUILDING TYP '►, PROPOSED 2' 1� 0 3/4 STORY BLDG 'GRASS OVERHANG NOTE: WALLS WITH HEIGHT OF 30" OR / J \ �.Z6"� r'•i, ..O 42 UNITS �, '^� �o� PROPOSED 2 GRASS OVERHANG yp r ; GREATER SHALL REQUIRE HANDRAILS. �/ ° �� r J i 3R ,� PROPOSED MECHANICAL SEE DETAIL, SHEET 10. R i� �V�ii/ y ,9, BUILDING #3 14 TT 6 PROPOSED CG 6 O 3'EQUIPMENT (TYP.) ,��/ ♦ `_ BUILDING TYPE 2 CURB& GUTTER ��/ �_ 4 S BLDG ' err `L6 O TORY POOL DECK 48 UNITS / z yA 12,200 SF P - > OPO 2 TYP. 30 EXISTING 100' STREAM BUFFER MATCHLINE -SEE SHEET / PROPOSED SEGMENTED �° O 0 ;��I i �� RETAINING WALL (TYP.) O m m m m / 7 R/ ,�, , 1. w WITH HANDRAIL �` , O PROPOSED 5' �, �, `� = Q� CONC. SIDEWALK O GUARDRAIL PROPOSED SEGMENTED RETAINING WALLS (TYP.) WITH HANDRAIL POSED 6' CONCRETE SIDEWALK PROPOSED SEGMENTED RETAINING WALLS (TYP.) WITH HANDRAIL PROPOSED SEGMENTED RETAINING WALL (TYP.) WITH HANDRAIL GRAPHIC SCA 0 15 30 60 ( IN FEET 1 inch = 30 VT 0� � S0 R. LLINS' No. 35791 � 05/11/20 o��ssIONAL ETSG�W w w 0 ,1 (M N N D U w co co Q Q Q z Z M 0 0 w F- F- CO Q O g z z a w w O (� W ~ 0 0 0 0 z z z a- a- Lu rn - M LV � Qmm W W J �ooz w w z -5 m m � w � _ F- 0 J U) CY) C Lu o 0 0 QL9z Q W c~ cyi N J CY) � z O LL w O N (n w Q ~ > z � W z J J U) Q Lu L9 Q z ~O 0 Q zi 1_ - 0- Q v ZD w O w Y a Lu J J ulQ U cL zW (n W 0 U z J W cn Lu J Q LL U LL O W 0O r—) N Q u Lu w w a cn JOB NO. 172131 1 ?0 SCALE 1 "=30' SHEET NO. 4 I I PROPOSED 5' COI I NOTE: VISIBILITY OF ALL MECHANICAL PROPOSED RETAINING V EQUIPMENT FROM THE ENTRANCE WIT CORRIDOR SHALL BE ELIMINATED. MECHANICAL EQUIPMENT FOR ' BUILDING #3 IS LOCATED ON THE ROOF AND SHALL BE SCREENED FROM NOTE: WALLS WITH HEIGHT OF 30" OR THE ENTRANCE CORRIDOR. ' GREATER SHALL REQUIRE HANDRAILS. SEE DETAIL, SHEET 10. \� EXISTING 100' STREAM BUFFER /.MATCHLINE —SEE SHEET 4 IIt• IIt• IIt• IIt• IIt• II 4W* O N J� i 4f PROPOSED 5' CONCRETE SIDEWALK O O ♦ oe PROPERTY BOUNDARY (TYP.) 20'R o O w_ PROF CONC. SII / rr* PROPOSED STEPS (7) PROPOSED SIGNS ALONG THIS SIDE OF ' a C���♦� 00 !P'��� ROADWAY - "N PARKING, FIRLANE" PROPOSED SEGMENTED .,,.!Mi° �� 'Pi �rr RETAINING WALL (TYP.) WITH HANDRAIL / PROPOSED STEPS (7) ♦�,`` O Ol oO "� / PROPOSED 5' ADA CONCRETE/ 3/4 3'R PROPOSED 10' CLASS A - TYPE 1 ^� _ 0 RAMP WITH LANDINGS LOW MAINTENANCE ASPHALT I / TRAIL - SEE DETAIL, SHEET 10 9 14 00 00 PROPOSED ACCESS & STORMWATER II I I, �(, MANAGEMENT EASEMENT CURB & GUTTER ���rry P, 0 CLUBHOUSE14,000 SF �► °A 4,rk,; %° PROPOSED O �` ?0' PARKING SPACES (TYP.) i #°��i, Q STOP SIGN �b PROPOSED 6' CONCRETE SIDEWALI SIDEWALK i/� PROPOSED 6' �0 I. ° � °fir, �- � "-" 3R O� t�o CONC. SIDEWALK 3 i- cn O ,�� PROPOSED CG-12 (TYP. ITED FYP. T r PROPOSED SEGMENTED 13 RAIL Q 0 BUILDING#4 �� RETAINING WALL (TYP.) �.° , R .. �O •�° fro . ° ,, O 5 ���` BUILDING TYPE 1 WITH HANDRAIL i �►, , c� ♦ PROPOSED 2 �� ��. •,��m_ 'G � O 3/4 STORY BLDG �ss ovERHA NG 42 UNITS °. PROPOSED 2' GRASS OVERHANG � ° SR �e PROPOSED CG-6 0 J i ,�` PROPOSED (TYP.) MECHANICAL 6 31R EQUIPMENT BUILDING #3 O . �� '' ♦'' BUILDING TYPE 2 B & GUTTER 14 CUR +'►irk �C� .,. 4 STORY BLDG ° ° O POOL DECK 48 UNITS 16 � o 12,200 SF PROPOSED CG-12 (TYP.) 0 ° n PROPOSED SEGMENTED - O 7`9 RETAINING WALL (TYP.) PROPOSED 5' O ��C�Cn WITH HANDRAIL `� ° O O CONC. SIDEWALK ° / PROPOSED 3 CONCRETE SIDEWALK t ` / Q p4(1 �41 O 00 a Q 2 O a DOG PARK °U,��� �Q-,` a 3,500 SF 17 00 BEER lip, ` GARDEN �� PROPOSED 6, A 2,800 SF CONC. SIDEWALK O PROPOSED 6' CONCRETE SIDEWALK PROPOSED O CG-2 (TYP.) PROPOSED 2' r 2R 9' 8' GRASS OVERHANG__ to O PROPOSED SEGMENTED rr O O ® TYP.) PROPOSED SEGMENTED RETAINING WALL (• (T '{r / WITH HANDRAIL ♦ ° r RETAINING WALL (TYP.) J /_ �i WITH HANDRAIL PROPOSED STEPS (14) 14 ���i WITH HANDRAIL i ONI PROPOSED STEPS (16) ° PROPOSED A P,�° � °,• WITH HANDRAIL r` h` ROLL-TOP CURB r 91 PROPOSED STEPS O 8 1 _ , �� 12 O �� PROPOSED DUMPSTER/ O� O OSCOTT R. LLINS'Z ,� No. 35791 .11. O 05/11/20 �4 ONAL � A J C L Z Z O oo Lr) C O g F U U w d Lu L c Z J z L � LL r W a L z C yp J `o WITH HANDRAIL ° TRASH COMPACTOR w m m o 0 oN 9' PROPOSED GUARDRA i WITH RECYCLING WITH Q N � IN IN M �9 O O BRICK ENCLOSURE. SEE A � -i M a° O i o :(TYP.') ,�► ,I o ARCHITECTURAL DRAWINGS Ln O 0, EXISTING PROPOSED WALLS PROPERTY VG #5 e, BOUNDARY J F TYPE 1 00 �`' . �� ���F�/ ���►���,��� N � A_ O *'O 13 vvq i rr ri n�i�� fir ' / BLDG. � ° � • ° ° PROPOSED 5PROPOSED SEGMENTED � LJ T O� �f'�r�� O CONC. SIDEWALK RETAINING WALLS (TYP.) WITH HANDRAIL H 100'R PROPOSED CONC. C'7 ,SED MECHANICAL RENT TYP. '►`� 3 ° - STEPS (TYP.) PROPOSED CG-12 (TYP.) PROPOSED S ADA CONCRETE NOTE: ALL PROPOSED SEGMENTED co �• • RAMP WITH LANDINGS � z M PROPOSED -- RETAINING WALLS ON SITE SHALL BE i--i PROPOSED 6' CONCRETE SIDEWALK-]00 CG-2 (TYP.) ANCHOR DIAMOND PRO "JAMES RIVER" N LL O PROPOSED SEGMENTED RETAINING WALL (TYP.) O PROPOSED 6' CONCRETE SIDEWALK WITH HANDRAIL �O PROPOSED CG-12 (TYP.) N 0 ° PROPOSED a O ECG-6 (TYP.) OO OO o NOTE: SEE SWM/VSMP PLAN (WP0201800027) z° FOR DESIGN INFORMATION ON SWM POND Z TRANSITION TO ROLL -FACE CURB �� _ �, O 3`R • ° .; OO � - � > � i FOR DRIVEWAY ENTRANCE ��� �� 11 PROPOSED �'�� uj ° j CG-2 (TYP.) O - =��I=J O 3 - o �' O O - o � PROPOSED —�11=1 ONSIhF WALKING T Rq OS PROPOSED GUARDRAIL / �o O ` o cF Fo 9, 14 I STORMWATER - DC TRAIL - 9,600 SF � j O2 �Q (/ (S SEE DETAIL, SHEET 10 PROPOSED CONC. I-III-11 o > -� yQ1 cF NETS I , ...MANAGEMENT _o (n Q PROPOSED Q• STEPS (13) TOTAL I � =III; O WITH HANDRAIL FACILITY CG LLu!-6 (TYP.) �VI =III=III Z cb WET POND Q PROPOSED SEGMENTED . OO ti a 111 III= o v o 11 III III; Lu RETAINING WALL TYP. O O -- O O \ \ PROPOSED HVAC (TYP) 10 GRASS _ _ _ J O WITH HANDRAIL �Q' PROPOSED 2' o J H UNITS TYPICAL ti MAINTENANCE ACCESS_- — =1 GRASS OVERHANG H11 O (TYPICAL) O FOR SWM FACILITY ° O , _ 3 R 1S, — n�—_ �Illll��liil , ` Z O -- III= i n-- y (T� _iiU�01 11=_i1N��lil= �irl_iil== — — — —Ilia it / 0 p � y� , II_ n III— o o o O �LIIIOF=_II1=1�—I�I�IIO o � Lu O �`<� � O `� � � _ —li%III—lil iillll=iil=iillii_iil��!Ilii�lil,���l iillil=iil iillTl=iil=iil ii_iil=iil--- A_ ' 111=11_I / � �� �( il�ili L —111 In__IIIJ n_ ni_ I pC > I PROPOSED O O — i II 1� ul_ u aI1 ,�IH!Iri� II-_ III I 1�11- O CG-2 TYP. O �\ ( ) �. �� 0 _ 1111�11 111_0-11" O � i � � PROPOSED 2 W � /� F4 co END CG-2 J O �yA 3 R �TF ��S a ��/ 3`R CURBING GRASS OVERHANG F I PROPOSED CG-12 (TYP.) PROPOSED DRIVEWAY ACCESS ROAD SEE DETAIL, SHEET 10 / —III_I PROPOSED SEGMENTED 125' O - - R 4 / / -Tj=III ' O PROPOSED O / w (n RETAINING WALLS (TYP.) _ : - N \ LLJ CG-6 (TYP.) _ _ a / / O PROPOSED SIGN PROPOSED SIGN WITH HANDRAIL 125' �' R w� PROPERTY BOUNDARY - �I O \ / NOTE: SEE NO PARKING - FIRE LANE" �Q/ O"NO PARKING - FIRE LANE" \ / o o nl, P PLAN (W P0201800027) BUILDING #6 a O (r ,FOR DESIGN INFORMATION ON SWM POND 9r -- �� �LIi \ / , o Z i1=i11, w O BUILDING TYPE 4 O q y II- � w � � / (Ty 13 qC � \ 00 3/4 STORY BLDG 00 / P PROPOSED SIGN I O O ° - - - - 34 UNI�. / PRIVATE DRIVEWAY S \ /I ui U) O & WALKING PATH" 260/ \ PROPOSED MECHANICAL I R NOTE: SEE SWM/VSMP w EQUIPMENT (TYP.) / / / ills'!` 1 -�w / PROPOSED 5' \ PLAN (WP0201800027) �/ II - LL. PROPOSED 5' CONCRETE SIDEWALK O / PROPOSED 6' CONCRETE SIDEWALK CLASS B - TYPE I \ FOR OUTFALL DESIGN / �I - (D LL O O INFORMATION � �� � PRIMITIVE TRAILWAY, A , O ONSITE WALKING SEE DETAIL SHEET 10 T O z TRAIL - 9,600 SF \ ' II / W %, N II Q O — _/ � III- _ OPEN SPACE _ _ / - -- \ ---- LIMITS OF PROPERTY j�'III� W - w w / / NOTE: SEE SWM/VSMP PLAN (WP0201800027) \ / FOR OUTFALL DESIGN INFORMATION Co - O Lu PROPOSED 10' CLASS A -TYPE 1 LOW MAINTENANCE ASPHALT PROPOSED 5' OSED SEGMENTED PROP \ Lu,.. SOB NO. CLASS B - TYPE I RETAINING WALL (TYP.) Z - TRAIL - SEE DETAIL, SHEET 10 GRAPHIC SCALE � O J — — — — PRIMITIVE TRAILWAY, WITH HANDRAIL / / 2 O 172131 — --- --- SEE DETAIL SHEET 10 30 0 15 30 60 120 --- SCALE --- ACCESSIBLE ROUTE O — LE --- ___ III■II■II■III - ___ THROUGH THE SITE / Q M-4 1 "=30I - — — — — — / / PROPOSED 10' CLASS A - TYPE 1 SHEET NO. ( IN FEET) — — — --- --- --- --- --- / O O � LOW MAINTENANCE ASPHALT --- 5 1 inch = 30 1t. - --- --- --- - TRAIL - SEE DETAIL, SHEET 10 3'-6" 1V -V. OF STEP ELEV. OF STEP FRONT ELEVATION HANDRAIL ❑ PRIVATE WALK OR LANDING 5-0"MIN 1 /2"THROUGH JOINT V- RISER TREAD 916, . d #4 BARS (TYP) #4 BARS EQUALLY SPACED 1/2"R SLOPE TO DRAIN 1'-0"OC MAX SPACING 31t PRIVATE WALK 4 d ° OR LANDING 1% 1 /2" THROUGH JOINT SIDE ELEVATION 10" STEPS - 3'-6" PLAN CONCRETE STEPS DETAILS SCALE: N.T.S. NAINIIKAI IM SECTION A TYPICAL HANDRAILS AT STAIRS 1.25-1.5 1' MIN. N EDGE PROTECTION 1' MIN. END OF RAMP— CL RAMP 12" EXTENSION BEYOND RAIL c' z E o N v - 18" MIN. 18" MIN. \ I N A✓ EDGE PROTECTION 2 MINIMUM SECTION B 5ECTION C V MIN NT5 1" MIN. END OF RAMP ;E PROTECTION PROVIDED 'VERTICAL GUARD RAILS ELEVATION D 12 ELEVATION E 0 2") (30) RAILING PLATFORM 5ECTION (12") LEVEL F-1 LANDING ELEVATION RAMPS - NOTES The maximum slope of a ramp that serves any exitway, provides access for persons with di5abilitie5, or 15 in the path of travel shall be 1' rise in 12' of horizontal run. (sec 1133b.5.3) The cr055 51ope 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 a5 required for stairways and exits. (sec 1133b.5.2 fig I I b-38 � 39) Pedestrian ramps Serving primary entrances to buildmg5 having an occupant load of 300 or more shall have a minimum clear width of 60". (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 1 133b.5.4.1 fig I I b-38 � 39) Top landings shall be not le55 than 60" wide and shall have a length of not le55 than 60" in the direction of ramp run. (sec 1133b 5.4.2 fig I I b-38 � 39) CONTINUE ON R115... TYPICAL HANDRAII-5 AT RAMF,5 DETAILS � DRAWINGS AS PER ADA REGULATIONS -AMERICANS WITI1 DISABILITIES ACT 1994 w 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 (NOT PART OF THIS DEVELOPMENT) PARCEL RESERVED FOR FUTURE DEDICATION TO ALBEMARLE COUNTY FOR PUBLIC USE PROPOSED 20' PUBLIC \ \ SANITARY SEWER EASEMENT i -o �0�� -3 `LP�,���� \\\ \�� I I I I I I I I I\\ vv v\\ V A\ \\ \�V e MH-2 RAMPS NOTES CONTINUED • • • • I I I 1 ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I PROPOSED 8" GRAVITY I I \ \ \�\ \ \ \\ I \ \ \\ \ \ \\ \\� \\� \ \ \ I SANITARY SEWER Doors in any Q051tIon shall not reduce the minimum dimension of the ramp landing to less I \ than 42" and shall not reduce the required width by more than 3" when fully open I I I I I I \\ \ \ (sec 1133b.5.4.3 fig I I b-38 � 39) I I I I I I I I I = \\ \ \ \ \ \ \ \ 1 \ \ \ \ \ \\\ \ \ \\ \ \ I I I I 1 \ \ LIMITS OF__,,-"*" PROPERTY The width of the landing shall extend 24" past the strike edge of any door or gate for exterior ramps and 18 past the strike edge for interior ramps, (sec I I33b.5.4.4 fig I I I , \ \ \ \ \ At bottom and Intermediate landIn 5, the width shall be at least the same a5 required I I I — \ \ \ \ I , for the ramp. (sec 1133b.5.4.5 fig I I b-38 IP 39) � (TYPICAL) TOR REMAIN Intermediate\ \V Intermediate landing at a change of direction in excess of 30 degrees and bottom landings shall have a dimension in the direction of ramp run of not less than 72" to I I \ \ \ \ \ \ \\ \ \\ " accommodate the handrail extension. (sec 1133b.5.4.6 fig I I b-38 � 39) Other intermediate landings shall have a dimension in the direction of ramp run of not 1e55 than 60". (sec 1133b.5.4.7 fig I I b-38) Ramp landings are not considered in determining the maximum horizontal distance of 1 \ \ \ \ PROPOSED 5' II I I — \ 1 \ \ \ \ each ramp. (fig. I I b-38 � 39) � I i \ \ \ CONC. SIDEWALK N 11andra115 are required on ramps that provide access if the ramp slope exceeds 1' rise In I I \ \ \ \ 20' of horizontal run. (sec 1133b.5.5.1) I I I I I I I I \� \ v _ p 11andraiI5 shall be placed on each side of each ramp, shall be continuous the full length of I I I I I I I I I I \ the ramp, shall be 34" to 38" above the ramp surface, shall extend a minimum of I' beyond the to and bottom of the ramp,and the ends shall be resumed. I I I \ \ \ \ \ (sec 1133b.5p5.1 fig I I b-27 M � (c) I I I I I I I I I I =\ \\\\111\ \\\ \ \ \ I N The grip portion of handra115 Shall be not 1e55 than 1-1 /4" nor more than 1-1 /2", or the I I I I I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ shape shall provide an equivalent gripping surface, and all surfaces shall be smooth with no sharp corners. handrails shall not rotate within their fitting5, (sec 1133b.5.5.1 fig I I b-36) 11andra115 projecting from a wall shall have a Space of 1-112" between the wall and the handrail. (sec 1133b.5.5. I fig I I b-36) \A\ Handrails may be located in a recess if the recess 15 a maximum of 3" deep and extends at Iea5t 18" above the top of the rail, (sec I 133b.5.5. I fig I I b-36) I I I I 1 \\ \ \ \ Any wall or other surface adjacent to handra115 shall be free of sharp or abrasive elements. Edges shall have a minimum radlu5 of 1/8". (sec 1133b.5.5.1 fig I I b-36) I I I I I I I I I I I I II\ I I I I\ 1 \ \\ Where the ramp surface 15 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 fig I I b-27(b) * (c)) a. A guide curb a minimum of 2" in height shall be provided at each 51dC of the ramp; b. A wheel guide rail shall be provided, centered 3" ± I " above the surface of the ramp. I I I I I I I I I I I I I I I \ \ I I GRAIPHIC SCAL Outdoor ramps and their approaches shall be designed and constructed 5o that water 30 I I I o I I 15 I 3CI '611 will not accumulate on walking surfaces. I I I I \ (sec. II33b.5.8) I I \ I \ I I \ \ \ I I I I I I I I (I IN FEET ) I \ I \ \ I I I \ I I I I 11 11 inlch 30 ft V 4R. �� o��� SCLLINS'Z U No. 35791 � 05/11/20 O��SSIONAL ! �% M N N J -4 -4 LU co Zz 0 0 0 ~ ~ 0 z z ' LU � LU � f L, �- o U)U o o z U z " w ' W < LU a a o o , w w ~ w I w i o 0 0 I.- N N Lr) 00 Ln /\ / -J_ / / W O Q U L in W s�cy � Cn (D O O \ VA AA y\X\\c��,6, \PROPOSED CG-6 (TYP.) MH-3 wr k z Q LU V) J Q LL 1 � z Q z J LU ^Q 0 I..L O CD C) 06 i- 4 %% LU J J � Q � O� J z J O U) oC LU LL LL LU LU U Q w w JOB NO. 172131 SCALE 1 "=30' SHEET NO. 5A I I I I I I I I i A / x �50 p��S�\'?\ \Gco ///// , — �/ // TMP: 07800-00-00-031 HO �X/ X OWNER: GAHC4 CHARLOTTESVILLE VA MOB, LLC / / / / ZONING: PLANNED DEVELOPMENT MIXED \ \ \ \ I /� / / / COMMERCIAL ACREAGE: 7.38 AC DB/PG: 4818/286 \ / / /X i /X X/ /X /X , �x FOR _ KIPS 2' LINE /xx FICTIONS x PROPERTY LINE (TYP.) p -- -- _ --- _ - 1� / / 'NOTE: THIS PLAN ILLUSTRATES THE PLANIMETRIC DESIGN \ \ \ FOR THIS PORTION OF THE SITE ALONG WITH THE UTILITIES - 4 70 ��� � / '/ �_ \ \ \ \ \ \ DESIGN, GRADING, AND DRAINAGE DESIGN. SEE MATCHLINE / \ / \ - - - - -- - \ \ \ REFERENCES TO THIS SHEET FROM SHEETS 4, 6, AND 8. -- - - \ / -- -- 6 Xx - -- \ - 45 43 0- 1440 1 \ \ \ \ \\ \\ \QRAPHJC SCALD \ \ \ \ \ \ I I I 1 I I I \ \ \ \ \ 30 \ 0 \ 15 30 \ \-60 ------------ ------ 129_ ------ / \ \ \ I \ \ ----- --- ---- --- ---------- - - _ 0/ V \ \ \ \ V \ V ( IN FED) i�n� 30 (VA- I" of � Cl SCOTT R. LLINS Z U No. 35791 � 05/11/20 O��SSIONAL ! �% N N J '-" 0 o L V1 w w c Zzmaa` o LI) In In [ c 0 z z ` U w � w � F Lu Lu F- o U) O O ` ` z U U z a- a- F > WLu < a a - o o w w w w i F o 0 0 Lu M -A N , 4 M Ln - z Q w cy7 M ! /1 N J M Q O ILL N (n Q z � Q WJ Lu LL �� U Q Lu 0 O H� 06 V / U W � � J Lu J � � Q � LU U) Lu U z O J LU ( ) J Q Lu (D IL o Lu o r-, N Q oC Lu u Q w W a � JOB NO. 172131 SCALE 1 "=30' SHEET NO. 58 M TCHLIN - SEE SHEET A �II II II II II I II w\ \ s \ \ \ s \ \ MH-4 0 JPROPOSED 8" GRAVITY� Y° SANITARY SEWER 20' SANITARY C1 �S i SEWER EASEMENT \ \ / / �/ ° \' REMOVE PLUG AND TIE-IN I \ / O / \ 4 TO EXISTING 12" WATERLINE / WITH A 12"x8" REDUCER / \ / �J� yvv°yv .'yYyr ,yyy1y, m v, \ � / ' \ v� � `'" � v y yv vv vv v vv vv vv v" vv y vv v vv v vv vv vv v v v v . �• � . 9 / / _T 1 / lam' X`yYy.'v,y°v w w PERTY BOUN w SANITARY SEWER NOTES: 1. ALL SEWER PUMP STATIONS AND FORCE MAINS ASSOCIATED WITH THIS PROJECT WILL BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 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. I EXISTING ACSA 16" DI WATERLINE W w -� - EXISTING 16"x12" TEE, (2) 16" G.V., & (1) 12" G.V. y, \ .y v v v y yvvv vvy _v y. � v v Y v� v Y - yy MAINTENANCE ��.-------- y v.Y"y-v y yyr vvy .yy"•Yyy,"vvvy �+ ° �'— � BUILDING Oy. v v Y \ r vv 1 v y.yyv ° a. .a ..yy v,yy vyy Y v..v v PROPOSED 8" 1 I \ I DI O 1 _- \ :; 0 E O PROPOSED WATER ° . a \ y v SERVICE LATERAL WATERLINE ' O 3/4 STORY B yyv v . \ o, V 0��00 42 UNITS v v� yv / l /� NOTE: PROPOSED SANITARY SEWER \ \ C �O 000 I / PROPOSED 4" PVC w / BETWEEN MH-5 AND MH-4 SHALL BE \ PROPOSED WATER / / / SANITARY SEWER LATERAL a� ENCASED IN 24" DIA. STEEL CASING PIPE \ \ \ SERVICE LATERAL / f / I PROPOSED FDC LOCATION PROPOSED 6" PVC °�; \ \ /o J \� SANITARY SEWER LATERAL � � � // / O / �o ° PROPOSED FDC LOCATION 0 0 „ \ PROPOSED 4" 90° BEND ° // O PROPOSED 6" 900 BEND 70 01" PROPOSED 20 PUBLIC \ \ UTILITY EASEMENT PROPOSED 5/8" METER M PROPOSED 00 / PROPOSED 6" PVC / SANITARY SEWER LATERAL 00 / \ PROPOSED FIRE "*A4 E DI FIRE LINE i , >� O/ / HYDRANT ASSEMBLY °�° � � MH-5 w s ° O DING #2 PROPOSED / 1 \ k PROPOSED 8" 45 BEND i / O 4" WATER LATERAL / 00 PROPOSED 4" 45° BEND / PROPOSED FIRE HYDRANT o / O 3/4 Y�LDG 2" METER VAULT / 13 _ PROPOSED 8" 45° BEND' ASSEMBLY w/ 8"x6" TEE / NITS / 1 \ \ a \ \ PROPOSED 4' WATTERLATERAL/ / . PROPOSED / S ° O PROPOSED 20 PUBLIC' \ 2 METER VAULT / O 1 PROPOSED 4 45 BEND O 4 DI FIRE LINE / o \ \ F/ / / O O/, • / // UTILITY EASEMENT 4" FIRE LINE o0 7 Ts G.V. / PROPOSED 20' PUBLIC// // PROPOSED 8" 450 BEND \ 7x0 / UTILITY EASEMENT 00 4" FIRE LINE G.V./ PROPOSED I I ° 0 (2) - 6 x4 TEES / I I° MH-8 �♦ ♦ 0 // & (2) - 4" G.V. , / � � ♦ / ! / i� it s ♦ / 5 PROPOSED 6" �. I fly \ / / ♦ O / I 11 s PROPOSED /�l, s � O 29 � / DI WATERLINE ) \ 8"x4 TEE & 4" G.V. PROP ° PROPOSED 8"x4" TEE & 4" G.V.. r_ Z, 11 \ 11 (.)pf-np-m Oil "LeiI . - - Q i I a9 �- •- � I � d -•-• � • it ..•-• n • • �. � null --•-• � - �-' //� / irk\ , ♦ ` - • - • � Sri ��.'�•=r`� �i!�rr� II ` I ♦ r. NOTE: KNOX BOXES WILL BE REQUIRED ON ALL STRUCTURES. LOCATION OF THE KNOX BOXES SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. GRAPHIC SCALE p 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 r9) 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. 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. t i ■ �H7N L�SCOTT LINS No. 35791 � 05/11/20 o��ssIONAL ETSG�W w W � O w +1 M L N N f J +� +� O U L Lu L J f � W W � ZzCoQQQL O � M M w z~ F- m i Oa � z z < U a- w w O 1■■1 Lu F- w o ~ � 0 O 0 O z = VJ L z O J L Z a Lua F LL_ p[ p[ (i—n L LuQ Lu w w < Q Q ZL W W LL- Lu L Lu Lu = L L F- LL L O J L , i r m U) o 0 0 Lu Lr) 00 < N +--I M N —1 N _1 c) � z Q W C N J � Q � z O LL. w 0') N (n w Q > z Lu z J J U) Q L9 Q z 0 0 Q Z Q U Lu J w Y � � J Q ul Lu cL zW (n W 0 U z 0 J W cn JL.L W Q LL (D LL C:) Lu 0 O r"1 N Q Lu LL H Lu Lu a cn JOB NO. 172131 SCALE 1 "=30' SHEET NO. 6 // /i PROPOSED 6" PVC SANITARY SEWER LATERAL \\` MH-6 v s / PROPOSED 8 / / / �= CLUBHOUSE h �� /� / DI WATERLINE s �Q- PROPOSED 8"x6" CROSS, _ / / / � / 2 8" G.V. & 2 6" G.V. 0 PROPOSED FIRE HYDRANT I • ASSEMBLY w/ 6"x6" TEE a PROPOSED FDC LOCATION7zo�,, PROPOSED 20' PUBLIC O UTILITY EASEMENT \ PROPOSED / i",���` � ° O / � • � � � 4"x4" TEES ° • />, /C✓/ PROPOSED FIRE HYDRANT .� � � & ( 2 ) 4" G.V. ASSEMBLY w/ 6"x6" TEE �� / PROPOSED VAR. WIDTH PUBLIC UTILITY EASEMENT /� PROPOSED 6"x4" REDUCER �/ °� � � Q '/ PROPOSED PROPOSED / 8 x6 REDUCER- �� �� WATER LATERAL / !yi 2" METER VAULT PROPOSED 6 x4 REDUCER° ► / // / PROPOSED 20 PUBLIC / \�/� PROPOSED FORCE MAIN / / / UTILITY EASEMENT 4 FIRE LINE G.V. SANITARY SEWER LINES / / / / '° � / / � PROPOSED FORCE MAIN ° ✓i ° / / / �/ / SANITARY SEWER LINE O TO SERVICE BUILDING #5 & 6 / % f i / / PROPOSED 4" 90° BEND Sr 'TO SERVICE BUILDING #4 O O PROPOSED FDC LOCATION ° ° 3 PROPOSED 6 PVC ° i i " " _ • � PROPOSED WATER O SANITARY SEWER LATERAL /� ° /J �/ \° • ° / • ° ' / PROPOSED 4" \ /O SERVICE LATERAL O / BUILDING #3 DI WATERLINE / PROPOSED EXISTING 100' STREAM BUFFER / �/ „ ,'° ` / 4 STORY Br G / / / 4" DI FIRE LINE ' ATCHLINE -SEE SHEET ���/ / ., 48 NIT ° ;° / O BUILDING#4 j PROPOSED / oz/ �0 / 4" WATER LATERAL m 5 ^fix/ o \. / // 3/4 S20 N RY ITS DG, PROPOSED CJ" // �;' 2„ METER VAULT / ° . 8"x4" TEE & /z�/ PROPOSED ' ® (1) - 4 G.V. Q� / •. / \ / 0 PUMP SED FORCE MAIN / '' / PROPOSED > / vSYST EM- ° � MP SY PROPOSED FIRE / �' - ��� 4" DI FIRE LINE - HYDRANT ASSEMBLY i �' �� . ° �.� �� • g ���" \, � �z4% � / �� ° ° w/ 8"x6" TEE. �- i o i of °° � � / ° � `�� It e APROPOSED ROO PSED4 / IP� _ " 22.5° BEND• .� � 1 � "4" FIRE LINE G.V. � 6"x4" TEE & 4" G.V. I J 100 / •.° , PROPOSED 4" ° � 1 � ° PROPOSED 4" 900 BEND DI WATERLINE ► � � j , ! PROPOSED 8"x6" REDUCER\ e� / 000 / / , 41 PROPOSED 6 450 BEND , i i �! O �� '9&� PROPOSED /,� ♦°` ° S,TR \ 4"x4" TEE & 4" G.V. ♦ ` / ` �o _ _ PROPOSED 20' PUBLIC / , i .'. ,� FF ♦ / / . - a a , ° T UTILITY EASEMENT / i /�, . PROPOSED FDC LOCATION PROPOSED / ♦ / j„ 4" WATER LATERAL / PROPOSED 4" 900 BEND PROPOSED FORCE MAIN 2" METER VAULT / 8 ° / d PUMP SYSTEM 4" FIRE LINE G.V. • ° • ° PROPOSED 6" / I / ,. ► �° / / / ° ° 'DI WATERLINE// ° ° ° �\ PROPOSED p / / I PROPOSED 6 PVC GRAVITY T p 4" DI FIRE LINE o / / / I , SEWER LATERAL TO PUMP SYSTEM �� - I PROPOSED 6" 450 BEND / \ \ I oo \ PROPOSE 6 " 4 5° PROOS BEND \� _+ \ PROPOSED FIRE BU 1 5 O HYDRANT ASSEMBLY 3/4 STOR BL 00 / w/ 6"x6" TEE ` 42 UN S i a . PROPOSED 6"x6" TEE ` / ° �� i / ► ROPOSED 6"x4" REDUCER & 4 G.V. / PROPOSED 6 x4 TEE & 4 G.V. PROPOSED 1.5" METER VAULT /4" FIRE LINE G.V. 2px I I !lij ll- o ► � Op � � ° � III III; ° PROPOSED 4" 22.5° BEND I PROPOSED 4" DI WATERLINE - APROPOSED 4" 45°BEND 41 OST o � _ �.• � F� Ill n PROPOSED 4" 90° BEND PROPOSED- FDC LOCATION- � � � i n-111--III III=111=111=111111 III=III=III III=111=i i i=_III- i II II III II III I� Ilj I �-iII_I-_ -I I-111-= III --II _I i III 111= _=111=11 111 T -III I_III - ll\ II Ill nl_III i lll1=llL=i 1111 1 = Ij i l 1=1 Ini-lii=_ -111 111 I= - �III_111=111111��111=111_111= - - - -=11 nl_II-=ii11111=111= � I I -III=ITI�I1!I� ! 00\� o � �. _. �=111=111=111111� 111=111�ii�l" I - =III-il_llll� 111=sir-- _I11=III=III �_, -III 111-= -III- -- III-= III III= 111=11- �- , ,,- i O ♦ d \ -1�1_11- ' -III 0 -Illc 'lll- O PROPOSED =111 4"DIFIRE LINE 9 - 23+00 I \ iT�lll PROPOSED WATER ��� �2+00 -III ► \� 1 EXISTING PROPERTY BOUNDARY llii=i SERVICE LATERAL -i �000 PROPOSED 6" PVC GRAVITY p SEWER LATERAL TO PUMP SYSTEM O %� 0 000 BUILDING o / \ ` 3/4 STORY BLDG 0 34 UNITS / O NOTES: CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD ,�Q �.��G \ EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING i y / GG� gj� \ ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR !� PROPOSED FORCE MAIN P f�L0 \ SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO P PUMP SYSTEM— O _ _ �C \ EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. O \ 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY / / \ SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT / WITH THE ADJACENT PROPOSED CURB ELEVATIONS. LIMITS OF PROPERTY \ \ 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL \ ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING / FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS _ GRAPHIC SC E \ \ ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 30 o s 3o so 20 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE ----- ( IN FE/r�,T ) I inch/ 30 ft. \ S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE \ STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. (��Lln �f� OSCOTT R. LLINS'Z ,� No. 35791 .11. 05/11/20 �4 ONAL � A J V1 � Z z O m Lr) i 0 wLu z O J ' Z , W Q z w W O i rl1 Z L a i O W c F Q Q i w U) m • z Q i W O F � � z = O a- W U J W J a L J � a c 1 W {U W LL- J O L J t L m c� c� o W \ \ N N I— LO 00 Ln Q d) zc W (y () ~ � O � N J CY) Q O LL w 1 w Q > z � W z J J U) Q Q z O O Q z Q WU W J i Lu J � ulU zW Cn W O U z J� O W cn W J Q C� LL 0 O W O N Q F- Q 0 w W a � JOB NO. 172131 SCALE 1 "=30' SHEET NO. 7 \ \ \\ \ \ \ \ \\A\ \ \\\\\\ \ \\ \ PROPERTY BOUNDARY (TYP.) \\ - A v v v v v \ \\ \ \ A / I W��W ��i� i CD v / iI o I v vv v PETER JEFFERSON PROPOSED RETAINING WALLS / - I I (MAX. HEIGHT = 6') \ 1 I co \ PARKWAY / I WITH HANDRAIL 469.5 D-1 B O 1 PROPOSED 8 ADS ROOF/ DRAIN SYSTEM �� � PROPOSED 10" ADS ROOF/ °� - __ - i I II YARD DRAIN SYSTEM_ u5 rA 2 460.0 10 PROPOSED RETAINING WALL \ \ \ I �s - _ 1 - < MAX. HEIGHT = 6') o o r i WITH HANDRAIL 68 �46 \ •.�� FLO-W.�DIR.� A \ 11l�1i1 \�\cI °Y459.0 462- - -----� aYD D �D-D PROPOSED RETAINING WALLS 469.0 461. MAX. HEIGHT =6' v v I \ 460.0 \ \ 1 YD-1 C 1 O S2 i O ' I O ew � I BUIL ING #1 4fo.o _ _ v PROPOSED RETAINING WALL N PROPOSED 8„ ADS ROOF/ FFE=470.67 YARD DRAIN SYSTEM (MAX. HEIGHT = 6') LLE=460.67 , - _ ; \ \ 48 ^ ; WITH HANDRAIL YD-2A PROPOSED 20' PRIVATE STORM SEWER EASEMENT ,\ 460.0 y co co 1pn� , i (p I I ` PROPOSED ADS ROOF O J- 3 � 461.0 / I � \ S \ \, ; DRAIN SYSTEM - - - - 470.0 °j PROPOSED 20 PRIVATE \ m i /,CO EXISTING PRESERVED STEEP SLOPES (TYP.) 1 I I \ \ / / ER EASEMENT . 00 \ PROPOSED RETAINING WALL�1.67 (MAX. HEIGHT 516) ` PROPOSED STEPS TYP. i�- ° o 446 0 E / \ 458 0460.0 (TYP.) WITH 'ND AIL yV , v / .� / , f / o I PROPOSED RETAINING WALL �' ' i ;w� i O 4 5Q TC / / i�` tom w O I 451.67 I I I v \ \ (MAX. HEIGHT - T) 24 I \ I I \ � ^^ \ �� � \ \ c `� � as�.sorc !•/ice � �c .00EP 1 I I I I \ \ 456 PROPOSED RETAINING WALLS (MAX. HEIGHT = 6') ° WITH HANDRAIL \ - \ BUILDING #2 451.0/ 23 I , \ ° FFE 461 67 4-11 LLE=451.67 FLOW DIRECTION ARROW (TYP.) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ so a 52.17EF PROPOSED 8 ADS ROOF/ q 7 TC' � �N � y °� , ° . � 39 _........ ° "YARD DRAIN SYSTEM \ \ V A A \ V A A V A \ \ \ \ \ V A \ V A \ i � ' ii • ° 62 � � � \ _ / � 38 .� � � . I � �/ I � i I o \ �X\\ � fv/ \ � � co I V '' »(� / I 442 1 °• ° PROPOSED RETAINING WALL PROPOSED RETAINING WALL Y (MAX.a9.s`oT \ � . HEIGHT = 6') I G C i (MAX. HEIGHT = 5') -2 � EP I � \ \ 97 \ WIT HANDRAIL / I ; I ' \ WITH ANDRAIL ?' r \ \ \ \ \ \ \ PROPOSED STEPS (TYP.) \ \ 4ss.ao / I l I , I �\ I 452.0- �- \ � x I \ \ 4 7 61.0 1 / 22 \ I 1 I I \ 34 s / I 8 \ e� o I T N 4 •\� O / rl .ss � \ F I + 61 \ 606 / w \ \ \ \ \ yew I , ►� , I ; , M EXISTING PRESERVED \ \ \ \\ \ 60Ah PROOSED STEP (TYP.) TYPICAL / � \ \ I I .04 I 5 6 v v v I PROPOSED RETAINING WALL PROPOS \ _ A ED RETAINING WALL / \ \ / MAX. HEIGHT - 4 �. / / , � 40.66 MAX. HEIGHT - 6 /. WITH HANDRAIL ( ) WITHH N RAI� EXISTING PRESERVED ° STEEP SLOPES (TYP.) 1 \ 3/,/ 444.E CLUBHOUSE / 439.67 EP 430, i )�`l / ✓l i �/v / \: \ \ \: \�� �440.00 T ✓ / I PROPOSED RETAINING WALL , l i / ` FFE=454.67 �� l /` / i 32\ ��� \ ♦ -.I Pk430.66 (MAX. HEIGHT = 6) / / \ LLE=444. 7 _ YD-3G _ \ / Q- \ \ �j \ ♦ / 440.66 1 1 I WITH HANDRAIL \ 6 445.50 - \ �� \` 1 36 4 �, 446.83 41.3 4.67 � �" PROPOSED 8'�AD ROOF/ ♦ / \ V / �4 4 :$ �/ YARD DRAIN SYSTEM ` 0 PROPOSED PRIVATE STORM AD= 446. \ 4 c } �\/\ \ \ ♦ \ \ \ / 1 , _ SEWER EASEMENT » i / ,\ � / - / / � � ��' ; ;� � ,� , �' 1 ✓ 444.F7 � / l - � '� 430.66 444.25E444.1"O� I \ 4 0 0 \ \ \ \ \ I i 00 I / ' / , / • '� � ! - = SAD� � /°/ ° h' ; � soT 58 / // aa. P 7 40.66 444.67 PROPOSED 10" ADS ROOF/ YARD DRAIN SYSTEM 441. y II 441.s €p \ EXISTING 100 STREAM BUFFER (TYP.) i a i�� i ° A BUILDING #3 /'� N FFE=446.67 / ' _ I 1 " 54 � f �''� �440 � .� POOL ELEV=441.67 . � � / /" /i � � � • 1' � /� \ � / /� � � � - / \/ _ _ - BU DING PROPOSED RETAINING WALLS _ I I / / / / / / _PROPOSED 8 ADS /; ' / FFE=441.33 - / / % s7 / 30.66 / (MAX. HEIGHT = 6') I / / / / / / /'� YARD DRAIN SYSTEM v / / /;i/ / / / / / L=431.33 _ WITH HANDRAIL. I / / / / / / /i /9 �� \ �� ,29 - / / / �/ / / % ' \ �Z`, �'I ■II III■III / / / / / /� I / \ / - / / m , � _ T �438.42EP MATHLINE 8 438.75 `J 43 I Drainage Easement Chart (20' width typical, if not noted below) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) 1 18 11.00 25.5 26 3 18 14.50 32.5 33 5 1 18 11.50 26.5 27 13 15 9.83 22.9 23 25 15 14.00 31.3 32 29 15 8.75 20.8 21 31 15 9.00 21.3 22 35 1 15 9.17 21.6 22 41 18 9.83 23.2 24 43 18 9.00 21.5 22 45 18 14.00 31.5 32 51 15 9.25 21.8 22 61 15 12.25 27.8 28 65 15 9.42 22.1 23 71 15 10.75 24.8 25 75 15 11.33 25.9 26 77 15 9.00 21.3 22 kRLLINSZ SCOTT U No. 35791 � 05/11/20 o��ssIONAL M . I r ri M e N N - C �_ 0 u � m ¢ ¢ ` z ` Z O � 0 � � � z ~ ~ o O z z < U a LUw F U0 LUO LU O z 0 z � r F > ce ce LU w JLU LU_ o o w w z W � u 2 c o 0 0 w \ N N r ,i Ln -rrKUr'Cr-\ I T DUUINUHKT ( I T r.) Z L9Q J 7 LU Ln N J EXISTING MANAGED STEEP SLOPES (TYP.) %01 Q Z _ O LL 0 1 / / N V) / > W LU Z m J Q 0 o; QLU L9 LLI p � PROPOSED RETAINING WALLS, \ \ \ Q I (MAX. HEIGHT = 6') WITH HANDRAIL _ / U LLJ cL \ \ \ \ LU V \ � z 1 � ' 1 V� \ \\ Q \\ W oL LU 0 LL ;\ \ \ \ U) I' \ \ \ \ \ \ � O >\ J LU LU < LL U LL O LU o r-1 \ \ \ \ N Q w Q w I II 111 \\ \\ \\ a vzi GIRAh HI SCALE \ JOB No. O A v v v v v/ 172131 15 30 60 V A 210 1 =30' FEET SHEET NO. / / 1 in 30// ft. I I I \ \ 8 60 i% HKUNUSELI KE I AINING / / I /l / l l l / / I I I I I II I I I I I II I I / / / / / l / / /l / / // / / / I I - \ \ \ \ \ \ A \�I I\ \\ \ \ \ it ifd � \/A/ /3A i ,ti/ �,, •\ ' ., /�i \ \ \: ° . PROPOSED R-O\-P, OS�EID RETAINING v- WALL /ALL.A(MX. HEIGHT = 4') (MAX. HEIGHT = 6' / A\ / WITH HANDRAIL WITH H A / 446 EXISTING PRESERVED 3: STEEP SLOPES (TYP.) 44.E CLUBHOUSE \ �iior �,� 43967 ET P♦ /, \ o O1 4I 40.66 00iP SCOTT5RL3157 LIN NPROPOSED RETAINING WALL FFE=454.67 440.00 43( (MAX. HEIGHT 6 ) LLE-444.67 YD 3G 40IEPWITH HANDRAIL / _ 446.83 yj , 20 Zo ° 11/20 0 � / r / , � � � / 4. 7 � � \ / � PROPOSED 8" ADS ROOF/ i =L° v as as ° YARD_ DRAIN SYSTEM \ �♦ V A \ / / PROPOSED PRIVATE STORM I l o I 3 \ r ` / SEWER EASEMENT / ' 44 ° _ H f / / / 4 7 x � °., x / / \., / 444.25Ej444. EXISTING STREAM / / / I / 58 _ ; \ /// /l l I l / / - / r/1D- / / ° r/ i\ �\ 44 SOTP J. 7 19 - \ \ \\ 11711, ,A / / e 444.67 „ / / I v , PROPOSED 10 ADS ROOF/ L YARD DRAIN SYSTEM L i i \ 43.6 / � i 3 // ,` / .. i ,° .<' .��\.. i l i / / / / �' °'/ r ,� / / � �A. °°° , '•��2�P !` i JI I \ or D •I EXISTING 100' STREAM BUFFER (TYP.)11 , • , / / , 44113 / \ O �\ r I : / f.. I BUILDI G #3 �F 7 / / / / , / r / i 4�.42 EP30 - / / / / / 54 r � - �;� � �' ._ .... •• �' = i ° \ l / / /y / f r �r 43.75 T 440 � � � / - - - - - �' w�-�- 426 POOL ELEV 441.67 BUILDING #� - _ _o \ �' �' / ' ' - - / / : 446. / / / / , ( �/ f / / _ / /' / / _ - _ / ) \ / �� r / / 440.66 - / w w c / PROPOSED RETAINING WALLS , I I / / / / c MAX. HEIGHT = 6' ®' ' , / / PROPOSED 8 ADS / / FFE 441.33 / . f // / 30.66,_ / z � ¢ ¢ ( ) < ° I / / / / //y YAR_ D DRAIN SYSTEM \ / / / ' - _ O m o o WITH cn cn c i / / / LLE=431.33 ■II II■I II■II I� / / ,/°° I ' \ s� \'� 'O / / N O - ;:� \ 8.42 E� / / O; o x u U, E V I ATCHLINE - SEE HEET 8 V / / / / / / / / / / / \ oo� o / 438.7 / O/ / '140.66 I P/ROPOSED 8" ADS _ _ �W■■�O ROOF DRAIN SYSTEM PAD= � / / ¢zh �a�aPROPERTY BOUNDARY (TYP.) 411.0 PROPOSED PRIVATEw - / //FLOW DIRECTION ; s3rc 446.67 STORM SEWER EASEMENT ~z n Ua�0n)ARROW (TYP.) w52 l.zc `F- / pxp ' \ \ \ \ \ - - - - - - / I I I I I I / 4 1.33 _ --- L 48.60TC ° 85 i \ - _ _ ' 410< OEP _ \ \ \ - - i i -- - / PROPOSED RETAINING WALLS \ - - °�i- / PROPO ED RETAINING WALLS - -- a08.83 , � P ° 43-43_5TCP _-- - - FI(MAX. HEIGHT = 6') WITH NDRAIL (MAX. HEIGHT - 63385E _-WITH HANDRAIL 34 6.0 44 4Q8.16._ --V - - - --- �- � - - - - 11110 I / o � ,. ° -''- 33 EP / / / / / / L/ ;, V'' / 41 .SOT `♦ 5 ° oe° - o.00EPOF - 3 .67 Z _ 7 O N � M N _ 0 ' w 0 i U) Lu z M O U w J i ¢ w CO i J J rr w a i W J H Lu w / , a ,o o N / \ N N PROPOSED RETAINING WALLS < rn co 3 .Y �� , 3 r �'li� �! ♦446.0 , 440.50 EP - i �32 / , � �, l � � r ;� \ � � 8 ewe 9 `.� ; 6 �. �HEIGHT = 7) PROPOSED RETAINING WALL \., 4 4 - - - - - Q ,393.1 ' , ;, ° • ° � _ 6 4 ?� �d 4a _ / / ,t3� � / / ,,, - ,� ,� , - - �3° � o \N ITH HANDRAIL _ 4 / I k, 6 �� (MAX. HEIGHT -6)-- _ f k ov4 8 16 WITH HANDRAIL- ,,� / I k • �� 411.7T - k° ° 4 8. % / 28gW 1�( I r - - 392.50 \ s. O O PROPOSED 8" ADS - - - -5 I I - ROOF DRAIN SYSTEM / 4Tc / / �0) ° /3 1 �� `�� ° � \ P4 - 7 v 3942SC 41270TC a2o.o PROPOSED PRIVATE STORM oo �41z.zoEP SEWER EASEMENT M 12BUI ING #5 O- M 0 39863 4�� FFE=408.83 /rZ1 LLE=398.83 �, / 11 "2 0 _ , - 90.�39 a \ O -'--.PROPOSED ADS ROOF/ 9 / YARD DRAIN SYSTEM - - t 6 48 3.16 -- - 3 - / 39N 89.55E 3g5.17TC _ O� i _ / v\�94.67EP `,�. / - - - - - - �- - - - �/ - --- -- PROPOSED RETAINING WALLS 384 - V - �� a d / - - MAX. HEIGHT = 6' / 38 .75TB 39 0 TC - �'98 / - - - 408.16 d0 / - WITH HA DRAIL \ / ' < N 46A \ ,�� /� --- f-- - /� - -- CV / 20TC 388.00EP 8 a ° OO / /,- 42 "� I 38 '°` ®� O go ---- - - - _ EXISTING MANAGED ,V Q I / 38 / I _\ ss. T > �15 3 - / STEEP SLOPES (TYP.) .o /MAX o I I a A _ I I \ 3s7.90EP - PROPOSED RETAINING WALL - I / - �� I �- _ % 38 388.1C _ - I_�i LU HEIGHT 4 ° ° ° / 41 7. v / \ --398 �0 ro 3 _ 0 2px\\\�\\ \ � -92 \ 39 17 ° ° �: 400 r � '� � _, " _- �' ��SEE MARTHA JEFFERSON HOSPITAL APARTMENTS � V I \ I 3 - _ 72 \ - 390:6 EP /4 - - .� - -\� -'VSMP PLAN (WPO-2018-27) FOR POND DESIGN INFORMATION ° 0 ,, W PROPOSED 20' PRIVATE ° STORM SEWER EASEMENT \\ �I \ \\ \ \ °' I\ I M I !Q I - = ° I, -- : - PROPOSED LEVELg1I / / O WET POND SWM, FACILITY 76 v VDOT CLASS I RIPRAP / I I � Q 00 OUTFACE W/ GEO-FABRIC PROPOSED VDOT STD. EW 1 \ I EP \FFE,, 386 - _ - UNDERLAYMENT / / / J : / l I 1 I / _ j 89.00 EP \ / / - -III=111_- _ - _ `a / - / / f WITH RIPRAP OUTFALL 55 , W-8 , D-2 ♦ / / ' 389.33 T _ - <_,. / / / / ,_� � �_� 1I_1111=1I I=11 � 11I-I i i=, i III=� III=1I I -III j_ 117-�ri, � / 27x / \ _= I=III III _ II -III-- - = - / / , / \` / ° � � ;,., `; - _ _- _ -III - - _ - -II� �-,1, � '= __ _ _' � / / / I / ' . VDOT CLASS I RIPRAP � °° / / -III ��I _III �_ - I-111 11>` ,��_i,n-111 , -_, III II,M �o I �85. I �0 / / / _�1=III 111= IIIIII_� 1 - PROPOSED VDOT STD. EW-2 OUTFALL W/ GEO-FABRIC rn 'I O `'Z I ��� ,�'cp' 8 _=1111=!II_I=III III--34 - "4�0 o ` / I l I UNDERLAYMENT III �� O 84 91 I \ \`� - ' \ G $ / 111 111i _ _ / WITH RIPRAP OUT =i_ =i1 " ? _ , I ' O I v ����>.I X - v/ 77 78 mil-1�I o W L=24', W=5', D-2 \ I �.� O 1 I v ,. ✓ / ° r / .17E � - - _ 1 I O = PROPOSED 8" ADS ROOF/ 3 7 5 TC 11� / -----/ ;I - - - - - - - PROPERTY BOUNDARY (TYP.) li lI 1 II I I �,, YARD DRAIN SYSTEM ,° \ \v . I / /74 3+00 / m � PROPOSED RETAINING WALL I - 22+ ; \ \ / / _ - - - �, / I. I / Lu II 11111 (: (MAX. HEIGHT = 6') 85. I N \ l / / / - I W 11�111 ; �' ° � �` - _ - / PROPERTY BOUNDARY (TYP.) I j - - - / / M � / \��, / � Y T P.) VDOT CLASS I RIP I I 13' 4 2 I BUILDING #6 \\ ° /T / i/ / -- - _ -__ �o �\ \ , , / / - / .�' OUTFALL W/ GEO-FAB LL FFE=385.58 \ \ / T' / / _< - _ = - 2 '� \ _ _ I _ _ (� / f UNDERLAYM LLE=375, 8 \\ / 38 ,° °° p / 7- / --- - / / / y f gxop \ f 6� �\/ L- 24', W 5', 1 / I / j / �� / / SEE MARTHA JEFFERSON HOSPITAL / W 91 APARTMENTS VSMP PLAN (WPO-2018-27) q �FOR OUTFACE INFORMATION I / 0 IIIII, \ W r. / . \\ \ I.. r. \ \ O / / / / / j _ o \ �\ I I �/ m CD ----/ / / / 7 8_ X / / / / / ) W ■ . \ �o.o �8`./� oo �- l l l /l I _ _ _ _ , - �9 /' v ' / / / / / / I \ �f / O II O • CRAP I SCA Ef nl- V A 3.6 30 / / / 0 / 1/5// / 10 / I60 I 120 N - Q SEE MARTHA JEFFERSON HOSPITAL APARi384.91386-- _ VSMP PLAN (WPO-2018-27) FOR OUTFALL INFORMATION I FETI 301 ft. 1 \ lw PROPOSED ADS ROOF I ■ ° OU) OUTFALL W/ GEO-FABRIC 340 VDOT CLASS I RIPRAP } UNDERLAYMENT DRAIN SYSTEM L=18', W=2', D=2' ARROW (TYP.) /' / l / / / I I / / - v v / / / / \ \V A v Z I l I I \ _ PROPOSED ADS ROOF/ PROPOSED SWM DRY PROPOSED � VDOT STD. EW-1 YARD DRAIN SYSTEM z WITH RIPRAP OUTFALL FACILITY I I /•/�/ \ \ \ U / \ v V 1 < � I SEE MARTHA JEFFERSON HOSPITAL APARTMENTS / / / l l / 1 / / I I I I /I I I / / / � I I I I / / �� \ \ \ VSMP PLAN (WPO-2018-27) FOR POND DESIGN INFORMATION / l / I l// I I I I I I I / // I I I I I I �� - // / V A \ \ V v 0000. z Q a- W V J 1L-1 LL V`l 1 z W z LL cL �rrWnn Q V Q O I --I Vl M W o;6 V H Q 0 V J O z O Lu LL_ LL Lu r'1 Q Q � w w JOB NO. 172131 SCALE 1 "=30' SHEET NO. 9 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. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS 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 DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION 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 EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE 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 COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 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 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 HANDICAPPED SPACES SHALL BE IDENTIFIED INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT BY ABOVE GRADE SIGNS AS RESERVED FOR OR COUNTY INSPECTOR PRESENT. RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING ROAD NOTES PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR GRADING. SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. SIGN SHALL BE PLACED STEEL POST 1-1/2" 0PAINTED BLACK SET IN 122"" OF CONCRETE. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM To VAN REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. ZONE ADA REQUIREMENTS ACCESSIBLE J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EA SEMEN T. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. $100 -500 $100 -500 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. FINE FINE DRAINAGE. HANDICAPPED PARKING SIGNS 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. NO SCALE 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 DRIVEWAY 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. NOTE: PETER JEFFERSON PARKWAY 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVING MUST MATCH THE EXISTING SM-9.5 PAVEMENT SECTION. PA l/EMENT SURFACE ACE COURSE 1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE A GGREGA TE BASE MA TER/A L. /F THE SS V VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 25 INTERMEDIATE 4" COURSE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3- TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR N PRIOR TO 9.5" 21-A BASE COURSE PLACING AGGREGATE BASE. COMPACTED � \ � 4. THE REQUIREMENTS TO PUGMILL A GGREGA TE BASE WILL BE WA / VED IN THE EVENT THAT THE SURFACE COURSE /S 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 ASPSUBGRAIDE HALT PAVING - PETER J E F F E R S 0 N P K W Y REQUIREMENT WILL APPLY. NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ALBEff,4.RZE COUNTY ASPHALT PAVING SECTION SHALL MATCH THE EXISTING PAVEMENT SECTION GZ'N,RAL CONSTRUCTION NOT�'S 2" SM-9 5 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL SURFACE COURSE BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE 3" BM-25 ~ REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. INTERMEDIATE COURSE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE 5" 2--AA __ BASE J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL COMPACTED[ - BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. SUBGRADE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. ASPHALT PAVING - TR A VE L W A YS 5. THE MAXIMUM ALLOWABLE SLOPE /S 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. NO SCALE 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 lS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. -12"- RESERVED PARKING VAN ACCESSIBLE L z 00 :o O LLI O� m� O � � I 0(f) Iw in O -1 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 T 0 I N 4" MIN. 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 13'x44' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE <� C a a. "A �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES TOP OF 4 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. SURFACE COURSE 2" R CURB 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). INTERMEDIATE COURSE 6" NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: couRSA 1 '. a 13" e 'a BASE s \ /0�\///\�///�\/w-/j��j�///\ a ; <e a Z.. i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. COMPACTED \���\///\%\\/ SUBGRADE A. ASPHALT PAVING - DRIVE AISLES ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 6- NO SCALE iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 1' 6" 2' iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT 2" SM-9.5 SURFACE COURSE STANDARD CG-6 DOT #57,#68, OR #78 STONE BASE UNDER CURB STRUCTURE IS PLACED. CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. V. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN PRIOR TO PLACEMENT OF THE PAVING COURSE 8" 21-A-____--- OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. BASE COURSE vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. COMPACTED-------------------------- SUBGRADE vii. THETRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN ASPHALT PAVING - PARKING SPACES INSPECTION. (VARIABLE WIDTH) NO SCALE 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. 4" CONC. POINT OFVAiAAiAAj/i\//j PROPOSED 1" SM 9.5 / r r °//j//j\//ice//%% C�L FINISHED OVERLAY GRADE EXISTING �� � -� PAVEMENT 4" 21-A STONE BASE �- ~- EXIST. GROUND EX. STONE SUBBASE \ /\/\�\/ �� ��\\�/\ %Q/�%/�% // CONCRETE SIDEWALK g.� °°08 88°°°° °°°8 0�8 eo°°°°° °° p0°o8 COMPACTED �/%�/�%/�/// \//�/� \ NO SCALE BEVI LXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2INCHES OF THE LOWER BLOCK FACE 10" MINIMU AnchorTM Diamond X EINFORCEMENT CONNECTION WX(NOT TO SCALE) dTM ANCHOR WALL SYSTEMS, INC, 10.6'� i REINFORCEMENT LENGTH FINISHED GRADE GEOSYNTHETIC REINFORCEMENT III VAA�A 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" w0s �� AnchorTM Diamond' / X \1:1 EXCAVATION OVERSIZING WX /(SCALE:3/8"=1'-0") AnchorTM Diamond° X TYPICAL BASE PREPARATION WX (NOT TO SCALE) �z ANCRORWALI SYSTEMS,ING DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE ADJACENT TRAVEL ERNE ASPHALT PAVEMENT WIDENING 12"x EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTINGASPHALTLAYERS - PROPOSED ASPHALT LAYERS 11 EXISTING SUBBASE PROPOSED SUBBASE T------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® M ® PROPOSED MINIMUM I'/z 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 OVRRENT 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 H B TAKEN ON i CENTER F T T DETERMINE THE TYPE AND THICKNESS OF EXISTING SHALL E € ALONG HE CE ER 0. HE ADJACENT TRAVEL LANE 0 PAVEMENTLAYERS.THESE CORE H L P T. - V S S AL BE SPACED NO MORE THAN 5OO FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF TIP INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY HE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRANAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINPL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 395.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS 5HALL BE TESTED USING A 10 FOOT STRNGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS, SCOTT R. LLINS'' � No. 35'791 ,� TOP OF CONCRETE MIN. 05/11/20 WALL 42„ SITE JONAL RAIL GRADE a a a as a SITE WALL a m 1--1 r N r KALL RAIL FAA-F.7 ING DL'TAIL Q ,H NOT TO SCALE (i� Hy ED o C Z En Q F Z o o C O�g�� U Ln p - LU 0O L TREES SHALL BE PLANTED A M IN IMUM OF D.4 x H DISTANCE Fi (OI I SACK O F 3LQ C : SHRUBSMAYBEPLANTED• ADJACENT TOWALL, BUTSHALLUTILIZE WATERPROOF z � BARRIER BENEATH PLANTINGS WITHIN 0.4X H DISTANCE FROM WALL m � z ^ r Ln - LOW-PERMEAEILITV SOIL > L` L 4' MIN. BACK OF WALL W Q LU a TO FACE OF WALLF, FILTER FABRIC o C 11 W L UPPER WALL j Lu � TURAL STRUC� -� � � E3AC FILL ICI 70 LOWER WALL FINISHED GRADE 'Ifs 't 4" DIA, DRAIN TILE 6rIII 2r_Rr ,3 TO ,4 OF H (TYPICAL) WALL PLANTING DETAIL NOTES) 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS "1 , r 2" R (ALONG FACE OF CURB) WILL BE PND FOR AS RADIAL CURB. IIE I� 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH �•'• AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM , • . D , ID OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. ' ' OTHERWISE THE DEPTH 15 TO BE 13" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE D,' D•' FOR A DECREASE OR MI INCREASE N DEPTH.D.; T D 5' THE2REQTO SHOWN N • •, • •, SURFACE UREMMEENTSEFORNCGG--5 AASA APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. G•, G•, D!;TD!;TD ;A ;A. BASE D.' D.; D %.� . D.P. P. D 2" RADIUSSUBBASE D.! m SURFACE 0 •e• .Q .Q• BASE SUBBASE g, 12' ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED -/r SUBGRADE SPECIFICATION SPECIFIC, EXIST. GROUND 10, 10, ASPHALT PAVING - MILL /OVERLAY ASPHALT PAVEMENT WIDENING REFERENCE REFERE (TRAVEL LANE) (TRAVEL LANE) REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 305 105 NO SCALE 3702 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 502 TYPICALTRA VL�LIYAY SUCTION CG-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWINGS OG 12 PROPOSED DRIVEWAY ROAD ACCESS DESIGN SPEEL! 15 �ifPfl POINT OF CC-6 C/L CURB & GUTTER 5' WIDE CONCRETE FINISHED SIDEWALK 3•T GRADE \ I 3:1 EXIST- GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND 1 /4"A' 1 /4"A' 29• gg00000 o °dL49 4Pdo°° 80 0 00°0°88 �8o db o°o 0 00°0°88 PLANTING 4" VDOT 21A STRIP 10' 10' 91 STONE BASE (TRAVEL LANE) (TRAVEL LANE) (ON -STREET I I�vAR. wlDn PARKING) TYPICAL TRA V�'LIYAY AS�'CTION ARGUELLO STREET (PROPOSED PRIMATE TRA MELW.4Y) DESIGN SPEED. 15 afPfl CC-6 4" VDOT 21A STONE BASE -5- POINT & GUTTER CIL POINT OF 5' WIDE CONCRETE / FINISHED SIDEWALK GRADE 29' 6' PLANTING 4" VDOT 21A STRIP 4 2wor STONE BASE STONE BASE 5 6 2.5 1 /4"A' EXIST. CG-6 CURB & GUTTER 10, 10' (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C TYPICAL TRA V�'LTYAY AS�'CTION TRAMELWAY A (PROPOSED PRIMATE TRAMELW.4Y) DESIGN SPEED.• >5 ffPfl 4" COMPACTED AGGREGA TE 2" SM-9.5A BASE COURSE, VDOT #21A SURFACE COURSE / ...... COMPACTED 10, SUBGRADE CLA SS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PA THWA Y DETAIL NO SCALE HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) GENERAL NOTES CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 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 RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 40:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. l 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. B 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF JO%, MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Vz'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED • M AX .1 1� BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12.1 MAX CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND a Face Of ClLrti InYer1 Line THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12: MMAX- PERPENDICULAR TO THE CURB. 5'MN ** .W. Sin tin 18in S. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK R 1 ft 3 in TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN A7 * , 2 • HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. - _ R 1 H 6In M WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C 5' WIDE CONCRETE 12 A 4' z 4' LANDNG AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY, THIS 4' z 4' �I - _ 1 LANDING AREA MAY INCLUDE THE GUTTER PAN. SIDEWALK _ - _ - e-- _ TRUNCATED DOME N .1 •, �F': -. • -`- .' _ ;r - 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF ,n 29 3. EXIST GROUND C r , } CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 6"-2.4" C-C o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD o o O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - L T'_ THE BACK OF CURB. - G O O O O O O O o 0 0 0 - 3 O O O O O O O O O O O O 4 f 6'PLAN77NG v LANDING RAMP + a 000000000000000 �0 4" VDOT STRIP 4" VDOT 21A -- ---- - -- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21A STONE BASE EXIST. GROUND -` fl IR 000000000000000 STONE Builder's Option: Area may to concrete- soX-65X OF BASE DIAMETER - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BASE Bottom of curb may fellow sloe Df - TOP DIME ER 25 6 5 y p DETECTABLE WARNING 61 I SUIT-b85E' provided 8 mIOImU(IT df-pt SEEBOTE02 CURB r= ~BASE SDIAA(ETER I VARIABLE FULL WIDTH OF RAMP FLOOR _ PAY LIMITS of 7 inches is maintained- DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL 1ft0in 2ft0in XVDOT CC-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE Rolltop Curb SHEET 1OF 5 REVISION DATE (GENERAL NOTES) s0z 20305 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION A i PERMISSIBLE CONST. 5' I. JOINT I i I A�J TRUNCATED UOMES SEE SHEET 10F 4 FOR DETAILS TANGENT PLAN STD. CG-2 5'-0" BACK OF CURB 12 : 1 48' 1 M 201 P4e:IM 2' MI N. SECTION A -A NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB O 2 4 1 2 5 2 � 5 3 � s 4 4 5 s s 10 6 7 14 7 3 15 11 5 5 NOTE' THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TR 15 FEET, REGARDLESS OF TNL SLOPE GG-2 ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 20L01 Y= a s O u U J In' Ijjl 11 II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY YARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY CEOMETRICS PROVIDING THE DININSION3 AND SLOPES ARF AS NOTED. s m 2:1M P r 5 MIN .XX 2 N l AT A .2" HIGHER THAN EOGE OF PAVEMENT AT**, SA),IE AS TOP OF CURD THIS COMBINEO iPARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING Al SCTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK DP CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE RECIFIC REFERENCEWE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 5 2 VIRGINIA DEPARTMENT OF TRANSPORTATION � 0 C) 0 0 LuLn 00 N N \ Q Ln �H �H ui z Q Cn � CY) CY) III � W N J CY) � z C) LL W � 1 N (n w Q > z Lu z w J J_ W C ~ ui 1 Q Lu 0 0 CO H� 0 U) Q ui W v w � fl.ui Z n V Lfl r) `_ H� 1 ZW (n 'wr' 0 U) z 0 J Lu cn 0. JLu Q LL (D LL 0 C) ui C) r-1 N Q F- L W W d (n Lu ulJOB NO. 172131 SCALE AS SHOWN SHEET NO. 10 ❑WH484 -75 -- R484 -7S MUST SLOPE AWAY FROM STATION OISCHARG : j 1/4 h� 47.5. APT. 5S F(X2� (12p7 mm} INLET: EPDM GRDAAMET FOR 4- OWV PIPE (STANDARD) {1306 mM) 565 PO 12/28/10 9 Via CONCRETE BALLAST MAY BE REQUIRED OR BY CHKD DI ISSUESCALE SEE INSTALLATION INSTRUCTIONS FOR DETAILS Gm NOTE DIMENSIONS ARE FOR REFERENCE ONLY SEWER 8Y8TffM8 MODEL WH484-75 / WR484-75 rasF cip NA0215PO3 PAVEMENT � 1TMIN. �YS A INVERT PIPE SIZE A (ADS N-12 PIPE) 4" 17.00' 6- 19.00, 8' 21.00' 10, 24.00' 12' 26.00' 15' 29.00' 18' 32.00' CONCRETE SLAB L BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12° LIFTS AND COMPACTED. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B24" IN B. INITIAL BACKFILL B24" INa MIN MIN. MIN. MIN. 6" BEDDING a #68 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 4' 1 INITIAL BACKFILL 4 MI UNSTABLE 8" SOIL �MIN. MIN. MIN MIN. - - #68 STONE 4", RANULAR FILL AS APPROVED BY ACSA STABLE SOIL 0 RR OCK Z 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 NITS FIG. W-2 TD-2 18" INLINE DRAIN IN _._.. .__._.. _...._.... BE CRUSHED STONE OR GRAVEL MATERIAL MEETING GLASS 1 OR 2 AS SPECIFIED IN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12' LIFTS AND COMPACTED. OPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT BUFCRD. GA 30518 POSSESSION OF TH18 PRINT DOES NOT CONFER, OR LICEhISE THE USE OF THE FSIGN OR DAB ,BAUGBO j�T l �J / PHN P/01832-2N3 F HSFER, NICALNFO0.NATION SHOWN HEREIN 'RODUC TIM OF THIS PRINT OR ANY INFORMATION y\y10 �.lSl m"m P om APPDBY CAA PRQIECTNO.MAME TIRE 18'H95 HEAW iMFFIC)INBTPLLATON tlTAINED HEREIN, OR MANUFACTURE OFANV ICLEHREFROPAFMTHEDISCLOSUWTOOMERS DAIS ISFEB01 OMIN BASINIIMINEDRNN ORBIDDEN, EXCEPT BY SPECIFIC WRITTEN IMISSION FROM NYI OPI AST DWGSIZE A SCALE 1:NCO SHEET I0F1 DWG NO. NOHIR)HI54 REV D •' +1111916111710•• �'• • .., � --II. I II 11=II=■II H. 11 TIMEiIl=n1l1lIni_ft1II �n II Ilall Ilall II II II niIlI uIlIllrIlIl-11.i1II n�II giIlk n�ILIlk-ll a=IIAn=II n1n1 uInIWARI nil ,�_. �=u JLkII 7I J1= •,-z� JI�11==¢ � �-� � IL ¢ f`'■--f- =L II�IT .I r J - IL-11=11 II. 11: .lrnnliilnnnnnnnonl �� ��¢ � �I �_ 11-11: ,1�11-1= f• �-� �Y. •V %Vl� Yl f=>��IIIIIIIIIIIIIIILIIIIIIIIIIIllllllllllllllllllllllllllllll�� �- R ROADWAY R I c7 � = PAVEMENT DO COATED STEEL BAND OR STAINLESS 42° MIN, 42' MIN. 0.25' MIN. THICKNESS STEEL CASING INSULATORS STEEL CASING 1112" CONCRETE FILL + BOTH ENDS I I :,•.I I 'Tr 2'-0' 7' DR B' 7' OR S'-I 2'-0' I 2'-0' r 18' DR 20' JOINT OF D.I. UCTILE IRON PIPE ri RESTRAINED JOINTS 1 NOTE: 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 TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. W-10 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 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0,52 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-3 . e . 4 0 ; 44" MIN. 8° MIN.[ 17.5" 6" MIN. q (22.5" FOR COMPOUND METER) • f" 60" • - 36" 4 ..d ' v : a ' a (22.5" FOR COMPOUND METER) 16 MIN. I-�17.5"� 37' MIN. 12" MIN, YANGNUT LOCKING ASSEMBLY 1 ® ;.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 V. 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 (2" METER) NTS FIG. W-7C TD-16 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH 6' LINE MIN. LINE VARIES D.I. PIPE 3 ! • y-00 PSI CONCRETE '. PLAN ANCHOR NO. 1 AT d . • z FIRST JOINT ABOVE GRADE SPACING MANHOLE. 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' PROFILE T TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 CG•90 WIDTH OAF ENTRANCE I ASTM A36 AND HEX NUT ASTM A58B (TYR) UNDISTURBED EARTH UNDISTURBED SOIL (TYP) 2 - 3/4" CIA ALL -THREAD ROD •. ; y,"�•^.• WATER MAIN O VALVE w� 24"MIN 'Fir UNDISTURBED EARTH PLAN CLASS A-3 CONCRETE EGA -LUG MIN 18" ELEVATION UNDISTURBED FART 24" TRENCH 24" MIN WIDTH MIN I m I 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 TO-6 VARIES 4" DIAMETER BRANCH VALVE BOX AND VALVE M.J. PLUG VARIES WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE of o BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK LD METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') to"-22" 7 CU. FT. ALVE BOX #68 STONE 42"MIN GATE �.+ VALVE 8„ X 6„ ' TEE 2500 P.S.I. CONCRETE .+ BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED 0� 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 N.T.S. FIG. W-4 TD-8 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX 2' 0" RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS q 1 AX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5; FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING -- SEWER. a A FILLETED INVERT FOR A SMOOTH q A. 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A Ie ROADWAY R I I I S2 (7 = PAVEMENT m 36' MIN. COATED STEEL BAND OR STAINLESS 36' MIN, 0,25' MIN. THICKNESS STEEL CASING INSULATORS _ 1 I -12" CONCRETE FILL STEEL CASING �n'� BOTH ENDS I I I _ 2'-0' 2'-0' I7' OR W 7' OR B' 2'-0' 2'-0' �� I- -I 4f 1 r f f I DUCTILE IRON PIPE 18' DR 20' JOINT OF D.I. (PUSH ON JOINTS) NOTE: 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. SEWER TYPICAL STEEL SLEEVE INSTALLATION N.T.S FIG. S-5 A-SE-1 R WIDTH OF ENTRANCE & LINTS OF PEDESTRIAN Wa AC SS ROUTE ® - ® LIMITS OF PEDESTRIAN ACCESS ROUTE x a' A xx STREET SAME SURFACING GENERAL NOTES Oq B D EXPANSION JOINT (4190 o UNPAVED SPACE NON -TRAVERSABLE WPAVED SPACE p�+ MAMJIRROADWAY (SEE NOACH (RADIUS TO BE As p 6) SHOWN ON PLANS) 171 C C 4 Hf0 - - - - - - I 1- WHEN CG-INNS I15iE0 FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH Sp f6, Q kK i �� I (RADIUS TO BE AS AASHTO POLICY AND THE APPLICABLE REQUIREMENTS THE MOOT ROAD DESIGN MANUAL, INCLUDING SIGHT EXISTING OR PROPOSED u WIDTH OF RADIAL COMBINATION SHOWN ON PLANS) DI DISTANCE REQUIREMENTS. SIDEWALK OR SIDEWALK SPACE 4pI C v CURB INCLUDED IN W W ENTr RANG CURB AND GUTTER / CG-6 (SEE NOTE 71 �I 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE ENTRANCE GUTTER a I PI 1 TURNING REQUIREMENTS OF HEAVY TRUCK EXPANSION JOIN T - - - w I SIDEWALK b TRAFFIC THE DEPTH FOR SIDEWALK M CURB AMPS THE u ® _ _ _ -tk= - SIDEWALK I I WITHIN LIMITS OF THE RALM SHOULD BE INCREASED TO 7". a LIMITS OF PEOESTRI CESS ROUTE NON -TRAVERSABLE LIMITS OF PEDESTR CES5 ROUTE (SEE NOTE 2) y OF 6„ 6" I FLOW LINE-3 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 ---- OR THE CURB FACE ON THIS STANDARD IS TO s" w W EXPANSION JOINT o EXPANSION JOINTCONFIGURATION. BE TO MATCH THE MOUNTABLE CURB ADJUSTED �P \� FLOW LINE i PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE (y NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY 4. SEE S7AINDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. SHOWN ON TYPICAL SECTION. Art O. F F ENTRANCE WIDTH DESIRABLE MINIMUM 12 ADDITIONAL RIGHT-OF-WAY IS REO ED F THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING P-3" PLAN VIEW 5. OPTIONAL FLOWLIINE MAY REWIRE WARPING OF A PDRTION OF GLITTER TO PRECLUDE PONDNG OF WATER. 3 � EXPANSION JOINT ABSOLUTE MINIMUM 12 OR PROPOSED MOOT RIGHT -OF W L�5".,I I ENTRANCE NOTES I EDGE OF PAVEMENT e. MAINLINE ROADWAY SLOPE S. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW ® PEDESTRIAN ACCESS ROUTES PROVIDE A CON71NUW5 '�j .' 1D'PARABOLIC WAVE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS � UNOBTRUCTED, STABLE, FIRM AND SLIP RESISTANT . p• • I. ' �'• BX MA%. THE ENTRANCE. A HALF PLAN PATHS CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND >3 • • e, • e. • C. EDGE OF SHOULDER OR OPTIONAL FLOW LINE- D SLOPE CHANGE ® - - - - D 7. MAINLINE PAVEME14T SHALL BE CONSTRUCTED TO THE USED BY PEDESTRIANS. MAINLINE ROAI7WA'f - - - - - - - - - - R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REWIRED FOR MAINLINE PAVEMENT WHICH CAN BE kE IF PEDESTRIAN ACCESS ROUTES 119 ARE BEING c - • e • BX MA%. - D OMITTED N THE )ENTRANCE.) PROVIDED. A MINIMUM C TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2X CROSS SLOPE. SECTION B-B SLOPE CHANCE ® D B. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CDNISTRUCTED BEYOND THE R/W LINE WHEN USED IN CONJUNCTION WITH STANDARD EXCEPT FOR REPLACEMENT PURPOSES. CG-3 OR CG-7. THE CURB FACE ON THIS T-O" STANDARD IS TO BE ADJUSTED TO MATCH 'I^ -I MOUNTABLE CURB CONFIGURATION. 20' MINIMUM FOR 5'MIIN. COMMERCIAL ENTRANCE 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHARGES D" ARE LISTED INN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET UNPAVED SIDEWALK SPACE SPACE PARAr0LICITHE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, CONNECTIONS. NORMAL CUTTER ® _ _ _ _ -- : x __________ _xxx . , s . �, a - SECTION A A ALLOWABLE ENTRANCE GRADE CHANGES . IC_ • a. • c. - •. e. �. . e. • e. • Ii. • e. 0 404c o 9A o g Y. X O% TO 10% CHANGE o..o`: o: a'4ob�� .4 40 4.40•B •0G" AGGREGATE BASE CLASS P3 (H.E.S.I CONC. SECTION C-C Ty (SIZE 2B A POINT OF GRADE CHANGE I �' `° 11, ENTRANCE VOLUME GRADE CHANCE 'D" DESIRABLE I MAXIMUM HIGH I MORE THAN 1500 VPD O X 3 X MEDIUM 50-15000 VPD S 3 X S X LOW I LESS THAN 500 VPD S B X B X 127 MA%. SLOPE FOR CURB AND GUTTER ONLY kF e. p, CLASS A3 (H.E.5.1.s 1 1;, '!• ' C' ' �' NOTE+ ALLOWFBLI-e ENTRANCE GRADE TABLE IS NOT • • ►. ' ► CONNECTIONS APPLICABLE TO STREET COECTIONS • • , c• ' CONCRETE , .�, _ _ FOR SIDEWALK,CURB AND GUTTER x x 12 X MAXIMUM INCREASE SLOPE AT MINIMUM 10' INTERVALS , n , s , a ` BUILT CONCURRENTLY xxx 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST X7'INTERVAL AND 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION C-C SECTION A -A SECTION D-D -,VEDCOT ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE SPECIFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS SHEET 1 OF 1 REVISION GATE 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATIDN 20303 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 1YAjA. ADJUSTABLE VALVE BOX W/ LID I z u •N- ---- M.J. GATE VALVE WATER LINE IP b 2500 P.S.I. CONCRETE 8 4 2'x 2' BEARING AREA. THRUST BLOCK 4 a. 4 . < 4 a , NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 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". IPWW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED 2 x 4 FINISHED GROUND MARKER VARIES WATER MA ME BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). ES 2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING MLJ IMMINLV JVIIVI FII IIIVVJ NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE LARGE METER SERVICE LINE NTS FIG. W-6C REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ft ALL PIPE) H 0 O SCOTT R. LLINSZ u No. 35791 "Ll M . -I T N T Q CJY C L] L DO DO Q z < Z z U) F O�gz� � U U-1 2:7 L (Jr)O / Mz O Q UU M C c (7 z_ , 5:U- Q� C LV Lu Qa� ~- L] L W L j 1- LLJ L � c Lu -4 L) I CT 00 N O N ,1 CD N M CD z W ® cyi Vl N J Q c z TD-25 ' TD-31 TD-32 N NO PROJECTION OF PIPE ABOVE GROUND LINE 27-Y4" MIN - 28Y4" MAX RAIL HEIGHT TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE s GROUND LINE x GROUND LINE 6'-3" 6'-3„ Y-V2" 3'4/2" 3'-1%z' 3'_1%d' rrrrr rrrr - I I- ' n rrrrrr rrrr I I- rrrr rr f I -1 1)- rrr rrr rir rrr %� rrr -11 r rf EARTH �1 rrr d 'rr ROCK OR T _ ''r r EARTH \ z X 11 11 11X ' o UNYIELDING 11 11 11 11 op / �+ n SOIL 1 1 1 o p ' BETDNG W MATERIAL LU I I I I I I I I I II I I I MIN, 1/10 D 31 ' 1'IN. 10 D MIN.1/10 _ 11 J U) J IJ IJ J IJ IJ J IJ XI. D X BEDDING X D X BEDDING MATERIAL MATERIAL x D X J /j' PER 1' °F H MIN. 5'.MM. 24FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL GR-2 GR-2A (6'-3" POST SPACING) (3'-1%2" POST SPACING) ' /� MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' PIPE PROJECTION ABOVE GROUND LINE v, ^ MN. 1.5 x D MN. 1.5 x D MN. 1.5 x D MN, 1.5 x D MIN. 1.5 `0 MIN. 1.5 x D W E..� TOP OF FILL TOP OF FILL TOP OF FILL ui o Q 0 NOTES = rrrrr rrrrrrr = - :: rrrrrr, rrrrrrr •:::::::. _ - rrrrrrrrrrrrr rrrriirrrrrrrr = O rrrr rrrrr ::.: rrrrr r/rr '•:.•::: �: - rrrrrrrrrrrrr rrrrrrrrrrrrr - _ r f •::... - •rrr :.:v O ti rr °i - - ( rrr r - = rrrrrrrrrrr rrrrrr _ •: � td rrrr rii :{{; ::•: GUARDRAIL LOCATIONS SHOWN DU PLANS ARE APPROXIMATE J ONLY M10 CAN FE ADJUSTED DURING CONSTRUCTION F AD •'''K jr r�:.Jn: GROUND ✓rrrr rr ::•:E•E•y. = rrrrrrrrr rrrrrrrrr AS DIRECTED BY THE ENGINEER. o d :v LINE o r ; • LGIRNEUND a = rrrrrrrr rrrrrrrrr = GROUND FOR DETAILS OF POST AND BLOCKWTS SEE SHEET N0. 50L05. x OPTIONAL GR-2A METHOD : OPTIONAL GR-2A METHOD INE = r•1 E':h = =r _ +rrti - o _ -LN USING NESTED RAIL USING ADDITIONAL Q i vA FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT. AND RAIL ON BACK OF POST - , ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 ANO 501.02. = I 'a EARTH u •• ROCK OR % < 1 1 1 x WHEN NESTED RAIL OR PACINGADDITIONALWILL RAIL IS PLACED ON BACK OF POST MIN, 1/D D / 1 1 1 RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3". -1 UNYIELDING n _ - - m BETWEEN 5 FEET AND 15D FEET. MN.1/10 D X D X BEDDING Viz' PER SOIL >- T(T- ITRIJH MATERIAL I" OF H % D X MIN. 1/10 D a BEDDING V / ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL MN 8" BEDDING MATERIAL EARTH NOT BE SET WITH A VARIATION OF MORE THNJ /B' PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y4" MIN - 26%" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN DIRECTION OF VEHICL-AR 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 GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LSIHNE LS FLARE RATE FLARE RATE 30:1 154 • 2SO 14:1 • 50 BIT21.1 11:1 • 40 5- 164 B:1 rF 30 4' 13:1 T•1 w NORMAL EARTH FOUNDATION MAX. 24" MATERIAL ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL v I w O 7 L ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE ® NOTES) SPECIFICATIONS. FOR G NERAL NOTES ON PIPE WITH SECTCLASS I BACKIFILL ION 302 OF THE�ROAD AND BRIIN DGE ® WITH SECTOLAR N302 OFT TRHE ROAD AND BRIDGE AND STORM SESEE WER GEOF IPE CtJLVERTS NE PL NO7ESG W SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. FOR PLASTIC PIPE : rrrrr FOR ALL OTHER PIPE REGULAR SACKFUL MATERIAL CRUSHED GLASS CONFORMING TO THE INACCORDANCE WITH BE 302 OF THE ROAD 6" MINMIN CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 28 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL USED N PLACE OF CLASS I BACKFILL. W SUGGESTED FOR SEMI MAXIMUM FLARE -RIGID BARRIER RATE SYSTEMS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. W ui 8•�� •1 V 1DOT ROAD AND BRIDGE STANDARDS A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE �/ pEDT ROAD AND BRIDGE STANDADS H I I IL H INSTALL.OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE SHEET 1 OF 2 REVISION DATE 08/14 221 505 SHEET 1 OF 4 REVISION DATE 07/19 302 303 501.04 1D701 2 EWA2(TYPIC�) PAVEMENT LqP OT CUT PAY LIMITS F DEpN WlVEMENT CUTLET ik EaSD LIMITS OF PAY FOR �4 OUTLET PIPE PA U )BASE TOP OF CUT `°-� TOE OF FILL FILL UBGRADE DITCH LINE ELS OW SUBGRADE ! FILL COMBINATION UNDERDRAIN N' DITC LINE F 9F PAVEMENT COME)INATION UNDERDRAIN CD -I AT LOWER END OF CUTS TRAVEL LANE3 f'i5 I CENTER LINE SECTION COMBINATION UNDERDRAIN CD-2 ON FILLS [ H r 1 ! MAi CI J Arr TEE sLYEc E k CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT PAY LMTS FOR EDGE OF PAVE6ENT OUTLET PIPE i0 TRENCH PLACEMENT SHOLA rFR I INF \ BEGIN WITH 45• EW-12 �I (TYPICAL7- T SHOULDER LINE EDGE OF PAVEMENT 7 TRAVEL LANES I � I'J EDGE OF PAVEMENT SHOULDER ONE PICALI�iil JL TOE OF FILL c/' z J w o y PAVEMENT SURFAMS L BASE ELOFA'W L OF ^ TOE OF FLL ❑ o ❑ a o a ❑ ❑ o �.� SLL6AASU/ PAVEMENT SURFACE & BASE LIMITS OF PAY FOR 6 17Y u] o 0 0 0 0 0 0 0 o f SUBBASE OUTLET PIPE fi-o-�m ; - 'SELECT MATERIAL TYPEIORII 0 0-o_-o_-o-o_-o-o-o-o-o-000000-SELECT MATERIAL TYPE I ORE G �15Y bC/CREGATE. +ts nGDREtATE GR DRUSNED PLAN VIEW' SHOWING PLACEMENT OF r n �- I GLASS AAEE7LAG •8 CRADATC7H FEgUIREME4-S ,: �• k57 AGGREGATE, k8 AGGREGATE OR CRUSHED CD-2 UNDERDRAIN V s4' •0"•„r- GEQTE%TILE DRNHArE FAERq (PLACEMENT OF CD 1 COMBINATION UNDERDRAIN} "' GLASS MEETING #B GRADATION REQUIREMENTS. - ' ' ' DRAINAGE GEOTEXTILE 1'-0" NON -PERFORATED OUTLET PIPE OO W FABRIC OR OR CRUSHING STRENGTH �- PAVEMENT SURFACE L BASE TYPE OF PIPE m /1 .T 4" MOM, DIAMETER "MOM. DIAMETER = - t V SMOOTH WALL PVC .103 0.153 �- SUBBASE OR CEMENT STABIU2fC SUddASE SMOOTH WALL PE 70 P51 iEifiE 70 PSI *** ❑o �o o4_; ;I �-PAVEMENT SURFACE M BASE �-SELECT MATERIAL TYPE I DR 5UHC3(ADE T - SUBBALSE OR CEMENT STABILIZED SUBBASE y 1'• a•a a _ . a • e • o- • e 6 (CEIAENT OR LIME STABLI ZFDt •r AI ,i•o•o SELECT MATERIAL TYREE OR SUBGRADE GEOTEXTkLE --- L67 A°°'EQATE, Afi AGGREGATE 91 R13JECRUSHED . 1'-0" •- - P- - - (CEMENT OR LIME STABILIZED? 6Lh55 MEETING k& GRADATION REO111RD.ENTS� M WALL THICKNESS )MIN) - INCHES DRAINAGE GENERAL NOTE4AThk57 AGGREGATE, 08 AGGREGATE OR CRUSHED )fNiE TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. FABR� 1'-6' L-r GEOTE%TILE GLASS MEETING k6 GRADATION REQUIREMENTS. I. UUC&TE $AT TMGLLY INOG'.ATY;R COIIIBI_55IA5 J40FRDRIRM wl VOT BE DRAINAGE 1' 0" LOGAT£T7 AF TFi15 POI NIT WHEN 9U?y =L9BA7E H7] 54"G?�'L= .NNE 5TA&Li7.TD. FABRIC GENERAL NOTES 2. TREWHI SHALL BE FILLED WIIh -INN TAMPED TO INSURE CXIMPAC i•✓E55- 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO W INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF F -RAVEL LANE PAVEMENT AND 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND 1 LLJ SHALL BE PLACED ON A CRAPE PARALLEL TO E SHULLDER SLOPE 2 % MH. (3 X APPROACH SLAB PAVEMENT SHALL BE PLACE° ON A GRADE PAFtJII_EL TO THE SHOULDER SLOPE 2 X MIN. (3X O LU DESIRABLE) GRADE. DESIRABLE) GRADE. cI D_ 4. ON CURB AND GUTTER AUCTIONS, WHERE I7 5 LP45SHLC '4 OTHERWISE PROVIDE BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WFEFtE IT 6 IMPOSSIBLE TO OTHERWISE PROVIDE d Cn OUTLETS FOR UNDERDRAM, TNEY ARE TO BE LOCATED SO AS TO DRNN INTO DROP CD-2 OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAN INTO DROP RLETS OR MYlICLES_ Co- 5'CC INLETS OR MANHOLES. 5, ON 8UPERELEVAX0 5EOIXRS TRENCH K TO BE L7•r7ER ENTIflE PAVEMENT AREA Ht5'-0 SIZERNOA2 BB 6EMIN.TDEPTH)TYPEI 4. ON UPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA JOB NO. MIA pANTLET PIPE ON LOW SIDE CNLY- WITH OUTLET PIPE ON LOW SIDE ONLY. 7"')� "')1 5, NVERr ELEVAi111N AT OUTLET END OF OUTLET PIPE TO ar A A kwm 8F 11-& ,IEDVE 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A NINIMUN OF 1'-0" ABOVE L 3 INVERT ELEVATIIXR OF RECEVING DR2UNAGE DITCH OR STRUCTURE, INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 3E WILL THICKNESS IMN7 •RICHES 7- ALL CONNEGTKINS [ELBOW:: �!•: ti, I '[: ) WITHH PA- L•ATs FOR OUTLET PIPE ARE TO PLACEMENT OF CD-2 UNDERDRAIN AT 6- ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO a[ Gr TNIE sALC aaushik, -I �a THE OUTLCT PIPE. BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. SCALE N[fIBE TES iED ADCOROHG i4 ASTM 0-2412 AT SX DEFLECTN]M. �� ^�0�� tl, OUTLET Ei{ TO BE SELJa: ::r'v.F r'I -.=W-♦ZDR OTHER DRAINAAGE 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE V` STRUCruPE- STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION SPECIFICATION STANDARD COMBINATION UNDERDRAIN � SHEET NO. REFIFEATI REFERENCE ¢v a/ar SAT LOWER END OF CUTS) 5M 507 (AT GRADE SAGS AND BRIDGE APPROACHES) REV 6,0 OIq_04 VIRC NR CEFARi MEhT GF TRANEYORTA7ION 7O' 701 VAGINA DEPARTMENT OF TRANSPORTATION 108.05 TYPE OF PPE k1MOTH CRJSaIVG STRENGTH .7 4` NOY. p,fMETER W.T. IS" MOM. I%MARE 7E WALL PVC .1D3 0.153 OiKWALL PE 7'0 P51 3f if BE 76 PSI )N )43f "TH 0Fp SCOTT R. COLLINS No. 35791 ILI ,��W'SI ZONAL E w w O w ,—I N M N z D J O U w Zz O m < u) 0 0 m: w O � z a z z z z m J Q U a w 0 H 0 �„ o 0 o Z g Y H z O J � z a- U a H LV > � Lu W Q a Lu W a J Q 0 w 0 w z ECG w O J m Y v y v 0 0000 \ I Yy o Yy . I I _ ° . ♦ OOo vv ® °8 °),00 8 o TYIVL 7 IAPL ILDI(TYP) o (TYP - --- _ ` - W rn rn- No N0 N \ (TYP) ul m3/4 DG �N ,i MN� EXISTING TREE CANOPY 0�n x ISH UN (TYP) � i I i��° AREA TO REMAIN X. Y O o y Oo0 00 I l /l x GIB O� \ / EXISTING MANAGED STEEP z ' o /(TYP)-y ♦ C �'ii I �� SLOPES AREA TO REMAIN Q -V CID y N� \ 00 (TYP) NOTE: VISIBILITY OF ALL MECHANICAL TREE PROTECTION FENCING oN. GB f / / 0 EQUIPMENT FROM THE ENTRANCE W \ A\V 000 (TYP) / O� CORRIDOR SHALL BE ELIMINATED. y > oo y N o ° /! / o BUILD- G 2 (.n • ° • ° ®� o / / / / / 3/4 STO Y LDG y y \ \ \ , � O' °�®8 j� / g 42 T / \ i 7 , BN Q ° °• o � � / e° . ° ° � / e , :� AR (TYP) � Z PL y \ \\\ ( P) ` .. ° , ° f �, , (TYP) / \{\\\ \\ \ i I `` N ILL LL S (TYP) � V °, / DEDICATED vvds OPEN SPACE — s , - Ir / / / f (Ttir) v I (11.34 AC TOTAL)Lu Lij A _ IVL A J \\ATYP � \ oa I Q / I I. o PL W MG / �f (TYP) L9 Q I ��j.r ( _ ♦ I� (TYP) / / f L �� iil (T. PA O O litS � i O J s / 0 1-4 ° o o / S LT LSR� ii� � �s ��` x/ f / �� � Q (TYP) TYP i I, U Q W S (TYP) UAP J I Q) / GB (TYP) Cn ... .. y / l/ ii� QS m / Lfi / / / i i (TYP) \ ` i �i \ / 0 AR 0 � � I I i� / % i � > ° . � ° • � � � � � • (GYP) �/ o ° LIMITS OF PROPERTY / (TYP) / U) o °8®® �° W W IV MG®� I CLUBHOUSE _ �`S \\\\� \ `S ff 0 (TYP) (TYP ° (TYP) QB O, I ° TYP W U) jjA/ (TYP) (D ILL Lu LSR Q ,a (TYP) \ \ / t � � � � � / N AR f �' / • 0' • • / /� UAP X TREE PROTECTION FENCING (TYP) � % - - � / GB / > � / \ � ,e>e � � � BUI (TYP) / (TYP) / / \ \ L #4 / f iv / / f / O f ` \ 3/4 ST G o � ° ° (TYP) / ° / / 0�, IV �° , NITS o U w TREE PROTECTION FENCING / / / r (TYP) / CD o / o 0 00 0 r w / BCJILDI 3 / f 0 \ , (TYP) o�®Lu / 4 STO B' D / / �O �� IVL O/ ° 8 ®8 JOB No. IG POOL // 48 N S (TYP) o / 172131 y % (TYP o o SCALE MATCHLINE 1 „=30' SEE SHEET 13 (TYP) - o o %' SHEET No. -- / / .� (TYP) 12 w w z" X w w W SIGHT DISTANCE = 395' / QP (TYP) / S � • i • \/ I , / - - - ---- v QP a8 .a ° (TYP) \ r ED i ° a j a, a a . — — — — - Y + a° .a v • / / ° — e °. SH / / \ 11\� (TYP) � F z:f s - — S C c s — > i c LU w Q c cl —S—.� a • — B \ TYP) LT-� \ a DEDICATED J BN / \ ♦ OPEN SPACE _ (TYP) Mom(11.34 AC TOTAL ` I w ) Q loft U) PROPOSED SEEDED MEADOW TO MATCH HOSPITAL MEADOW n w 1 w X QP (TYP) w w w w PETER JEFFERSON PARKWAY EXISTI�G MANAGED STEEP SLOPE AREA TO REMAIN EXISTING TREE CANOPY AREA TO REMAIN X DEDICATED OPEN SPACE (11.34 AC TOTAL) X x X X X w w EXISTING MANAGED STEEP SLOPES AREA TO REMAIN w w (TYP) w > w 0 a M Z J N � 0 N rn U -i w C Q Q � 0 LU w l Lm J Q J w _ � o Z o g LU d J Q J LU LL- w J L _ w 0 J Lol w N N N Ln � � < Co � -i N + -I M m z TREE PROTECTION FENCING w X \ � X EXISTING MANAGED STEEP SLOPES AREA TO REMAIN GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. X w C� U) N J C� Q � z o LL LL rn 1 N (n LU Q > z ® uj Lu J Q z Lu a Q L9 Q O O CD � Q � U � U) � a p � J z � < Q U) w U)Z W O U z O J Lu cn JQLU IL w 0 C) ,-1 N Q LU w w a � JOB NO. 172131 120 SCALE _ 1 "=30' e SHEET NO. 12A NOTES: • PROPERTY--,,""",,,, .. LIMITS • •• ACCORDANCE 1 . ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE k ,J VIRGINIA CHAPTER •STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA • OF • . THE ROAD 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. • I l INTERSECTIONMAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. PROPOSED TREES WITHIN INTERSECTION SIGHT DISTANCES SHALL BE PRUNED UP TO 61 TO MAINTAIN ♦ ,. I ��� -- wVA� .�♦ - EQUIPMENTNOTE: VISIBILITY OF ALL MECHANICAL AR • TREE PROTECTION FENCING All" e / c� ♦ , CORRIDOR SHALL BE ELIMINATED. • rJti� MATCHLINE SEE SHEET 12 pw.rdl N. ME 941 � / � ' `' �'�`.�' - 11 y♦ y ` 1 1I11 � ,, I �. `y lam► � � .� � �� ��� ��� -�i� 1 k BN (TYP) �kTH 0�� o� �k SCOTT R. COLLINS'� QB U No. 35791 (TYP) ZONAL E� w W O N O M N W a O F W J (n m Q L W Z O cn w g z ~ ~ m O z z - v0 g LU o H U) z w 0 O 0 O z g 0 O O Lu Z Lu J LL. W Q a a a w o o CO ce z cn cn W H w p O J Lu i) W m REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL F DETAIL )TES: SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AN SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING SECTION Landscape Notes LD-004 N.T.S. TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120' AROUND PLANT PIT ON "UPHILL" SIDE REFER TO TREE STAKING DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE 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. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WA R. 5. SEE IRRIGATION PLANS/DETAILS/SPE IFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS) 4" MIN. • ~ � ' '�IIII���I��III�I'IIIIIIIIi�I -..........-:-:.:.- ........................... 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 SECTION LD-005 N.T.S. 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. PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY TOTAL CANOPY TREES AR O ACER RUBRUM OCTOBER GLORY OCTOBER GLORY RED MAPLE 3-1/2" cal 510 42 21420 BN0-ETULA NIGRA RIVER BIRCH 3-1/2" cal 535 14 7490 GB INKGO BILBOA'PRINCETON SENTRY' PRINCETON SENTRYGINKGO 2-1/2" cal 17 56 952 LSR LIQUIDAMBARSTYRACIFLUA ROTUN DI LOBA AMERICAN SWEETGUM 10-12'ht. 206 30 6180 LT LIRIODENDRON TULIPIFERA TULIP POPLAR 2-1/2" cal 143 38 5434 QB O UERCUS BICOLOR SWAMP WHITE OAK 2-1/2" cal 370 14 5180 QP O11UERCUS PHELLOS WILLOW OAK 2-1/2" cal 419 60 25140 QS 11UERCUS SHUMARDII SHUMARD OAK 3-1/2" cal 419 35 14665 UAP IJLMUS AMERICANA PRINCETON PRINCETON ELM 2-1/2" cal 397 16 6352 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6-7 ht. 124 22 2728 CD' CEDRUS DEODARA DEODAR CEDAR 4-5' ht. 64 23 1472 CV CHIONANTHUS VIRGINICUS FRINGETREE 6-7 ht. 125 9 1125 MG MAGNOLIA GRAN DI FLORA TITTLE GEM' LITTLE GEM MAGNOLIA 6-7 ht. 82 18 1476 MP MALUS X TRIARFIRE' PRAIRFIRE' CRABAPPLE 6-7' ht. 129 7 903 SCREENING IJK ILEX OPACA'JERSEY KNIGHT' JERSEY KNIGHT' HOLLY 4-5' ht. 28 52 1456 ISH ILEX 0PACA'SATYR HILL' SATYR HILL' HOLLY 4-5' ht. 28 70 1960 JV # JUNIPERLISVIRGINIANA EASTERN RED CEDAR 4-5' ht. 16 143 2288 PT IINUSTAEDA LOBLOLLY PINE 4-5' ht. 207 30 6210 SHRUBS IG ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24" min 49 IV O ITEA VIRGINICA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24" min 237 IVL O ITEA VIRGINICA'LITTLE HENRY' LITTLE HENRYSWEETSPIRE 4-5 ht. 639 PL 0 PRUNUS LAUROCERASUS'SCHIPKAENSIS SKIP LAUREL 24" min 113 LS 0 IRIOPE SPICATA CREEPING LIRIOPE 4" pot 5796 TOTAL: 112431 LANDSCAPE REQUIREMENTS FOR PARKING AREAS: TOTAL PARKING SPACES = 406 REQUIRED: 1 INTERIOR TREE PER 10 SPACES = 41 TOTAL PROPOSED INTERIOR TREES = 42 TOTAL PAVED PARKING/CIRCULATION AREA=179,547 sq ft REQUIRED: 5% OF TOTAL TO BE PLANTED = 8,977 sq ft TOTAL PLANTED AREA PROPOSED = 17,185 sq ft TREE CANOPY CALCULATIONS: TOTAL SITE AREA 20.415 AC DWELLING UNITS 250 UNITS DENSITY 12.25 DUA (20.415 AC/250 UNITS) NOTE: THIS IS BETWEEN 10-2o DUA THEREFORE THE MINIMUM CANOPY REQUIREMENT FOR THIS SITE IS 15% TOTAL SITE AREA 889,293 SF (20.415 AC) RECREATIONAL AREA - 54,750 SF (1.26 AC) TREE PRESERVATION AREA'A' - 35,883 SF (o.82 AC) TREE PRESERVATION AREA'B' -11,15o SF (0.26 AC) TREE PRESERVATION AREA'C' -11328 SF (0.03 AC) TREE PRESERVATION AREA'D' - 3,554 SF (o.o8 AC) EXISTING STEEP SLOPES UNDISTURBED - 52,105 SF (1.2o AC) 730,523 SF (16.735 AC) TOTAL TREE CANOPY REQUIRED 15% X 730,523 SF=109,578 SF TOTAL TREE CANOPY PROPOSED ON SITE=112,423 SF REFER TO ROOTBALL PIT DETAIL SHRUB PLANTING TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED LD-007 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) BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP ITO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE I� 1' VARI S TYP.11llll I i REFER TO TREE STAKING DETAIL CUT AWAY ALL / BACKFILL WITH CULTIVATED, WIRE BASKETS��/�� ORIGINAL SOIL FROM PLANT AND/OR NON -BIODEGRADABLE \�� � PIT EXCAVATION IF LOOSE. IF /�\ �� ROOTBALL RAPPING AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH BURLAP ROO BALL WRAPPING ACCEPTABLE TOPSOIL TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL AND CUT AWAY TO A POINT PER SPECIFICATIONS, COMPACT AT LEAST 1/2 DISTANCE DOWN BACKFILL IN LIFTS BY FOOT. ROOTBALL WATER THROUGHLY AT 1/2 DEPTH. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT: BREAK RETURN AND COMPACT LOOSE THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO DRAINAGE) PLANT PLACEMENT 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 INCURR�D DURING, PLANTING PROCESS. ROOTBALL PIT 4� LD-001 1. The following items shall be shown on the plan- U Trees to be saved, 2 Limits of clearing (outside dripline of trees to be saved), Q Location and type of protective fencing, L1 Grade changes requiring tree wells or walls, ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Z1 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplhnes of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: Z1 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. j 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: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: El 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. 11/25/19 OWNER SIG ATUR (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 Planting Notes 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. SECTION ATZ_ A/ Evergreen Tree Planting Detail Not To Scale Tree Planting and Staking Detail Not To Scale N.T.S. 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 :A9r_1 gsCOTT R. COLLINS�Z L� No. 35791 ,� ZONAL E� w > w O rrLL r-I M G N N � ON M U _ w co co ¢ ¢ Q z ZO U) o o W a HH CO O� z zQ Ua w w O w o ~ U) 0 o 0 o z Vl g z O 5 z L-- � � LO W Q W a W a J Q zoo s z _ cn - cn - w LL O J U) O O O W 0 N N N < 1-i M LO ,Ni l7 z W w Ln Z j 0 U r co CN� M N M I N N N LLJ J_ Uj 0 NJ Q U I LLJ f) U) LLJ Uj L.L VJ w Q (D O J H­11 I- LU 0 H^^� Q 'U^ V 1 0 z Q J LU w o W a to JOB NO. 172131 SCALE N/A SHEET NO. 14 \\X\V�\\�VA /!( - -440- --- �►., // / / i////_llI l/ I I I I I I I I I I I I I I I I I I I I l ' °�� I v l // 5/ / _. -- "�.) , / / / / I I I I I I I I I I I I I I -' / � / � �,,_ � /-v A Qj•" � / `A� tj 000 --_/ / / / ��I1 I I I I III Io v �•� Fj, v A v v vQ '///�/ // I ljl I I I �I I I I I I I I I I I I .- \ o � \�:_ ✓ / \ � ' v\ \I IIII I I I I I I 68\A \ \ v ly kRLLINS� ,SC)TT C-) No. 35791 ILI o��SSIONAL ETSO��� '9,p co < - - w LUX\� Ae ..�'.'.'.'. - --- 9 06- / _ _ - - - - - - - , - _ / / / / // / / I I III I I I I I „ , '`•``_-_- , I - - ` - ,- _--�_ -- -- u // - - / � / / I / /III I I I I I ;, '1 5� � � � / � ° /_- _--_--- - 4 48 o , /� �,, v , _ TW,2 -r tUQ� / / --- _ - - - - -- - - - - - --� - _ - - � - / / i i � / i - ' / / / \ l l l l / 11 l l l / � .l l / � I I I I I I I I � '� � ; \ \ ��\-,/•x�� � O \ \ ` /� g46a 8 � ;47 _W7800 � _ TW <468 B =4 z v I 5 4r' " ay'l i - / - -�-�wo I � DRAINAGE DIVIDE (TYP.) - 7 ov s 0000�/ / / \ / / / / / / ' �/ �, / � V � � •�., " 46 W_46iy/� / �YD-�,A ° 45 //// / / / �° v 38W'/ A / / y zA '10- - \ ROOF- zB �o a vv w ��• , A#v I ° L BHOUSE-A \ / , 5 36 oop y / I E / _ ° w► i / 0 X // / /w I 8 / III 1 ° _ I -4 40P �� i7 ' O - - OOF i;8 I I i7 I w \ ti. r I I I \ I I \:\ / / / \ \ \ \ \ ► R,OF I I \ \ \ \ I I I \I � I I I '•. / '•.; / / I \. \\ -\ \�\\. 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A / B. 2544 24 -�50 ( \ _ w -3�z V \ v \ \ _ - - - -39= \ \ v v v b.5607 pp.7 57 plc DB.1673�p 4a)-� V v vv ���� ��_� / \ v 374v� Structure Ana (Acres) Cw t� (Min.) 6 0.15 0.70 6.0 8 0.68 0.60 7.0 10 0.25 0.60 7.0 12 0.18 0.80 5.0 16 0.29 0.80 6.0 18 0.09 0.70 5.0 20 0.41 0.75 6.0 22 0.15 0.80 5.0 24 0.40 0.60 6.0 26 0.01 0.80 5.0 28 0.39 0.80 6.0 30 0.13 0.80 6.0 32 0.24 0.75 6.0 34 0.18 0.90 5.0 36 0.36 0.70 6.0 38 0.17 0.75 5.0 40 0.15 0.75 5.0 42 0.14 0.80 5.0 44 0.04 0.85 5.0 46 0.07 0.85 6.0 46B 0.20 0.60 6.0 48 0.13 0.85 6.0 50 0.16 0.60 5.0 52 0.03 0.90 5.0 54 0.05 0.90 5.0 56 0.07 0.75 5.0 58 0.11 0.60 5.0 60 0.23 0.65 5.0 60B 0.07 0.90 5.0 62 0.34 0.60 7.0 64 0.23 0.85 5.0 66 0.12 0.75 5.0 68 0.10 0.85 5.0 70 0.03 0.90 5.0 72 0.05 0.85 5.0 74 0.47 0.75 7.0 76 0.13 0.80 6.0 78 0.18 0.70 6.0 80 0.06 0.85 5.0 ROOF-lA 0.18 0.90 5.0 ROOF-1B 0.20 0.90 5.0 ROOF-2A 0.18 0.90 5.0 ROOF-2B 0.20 0.90 5.0 ROOF-3A 0.21 0.90 5.0 ROOF-3B 0.09 0.90 5.0 ROOF-3C 0.09 0.90 5.0 ROOF-4A 0.09 0.90 5.0 ROOF-4B 0.09 0.90 5.0 ROOF-4C 0.21 0.90 5.0 ROOF-5A 0.18 0.90 5.0 ROOF-5B 0.21 0.90 5.0 ROOF-6A 0.15 0.90 5.0 ROOF-6B 0.15 0.90 5.0 CLUBHOUSE -A 0.11 0.90 5.0 CLUBHOUSE-B 0.22 0.90 5.0 YD-lB 0.13 0.35 6.0 YD-IC 0.37 0.35 6.0 YD-ID 0.05 0.30 6.0 YD-2A 0.03 0.30 5.0 YD-2D 0.17 0.35 6.0 YD-2F 0.10 0.40 6.0 YD-3G 0.04 0.30 6.0 YD-4B 0.02 0.30 6.0 YD-5A 0.02 0.30 5.0 YD-6B 0.14 0.35 6.0 v v vvv- v -_v \\ v - � v vv v_ - - - v / v v -\ v \ \ \ v v v- / / / / / / / /, /lsRA�HIC SC/ LIJ 50/25 0() -0 0 --- / / A ----- --_ \\ \ \ �V /�\ I - // / / /-vv v -- -/ v� ---_ --- // /�!-i / /may infz /-ll� I, LU u) 00 CD 0 0 ,i z Q \ L.L LU `, J C ' ^ V J I \ N • J \ 0 Q O LLm N U) Q > z LU LLJ LL U) Q n LU 0- a- Q Q o p Q LU Q 0 H- Lu �_ w z LL LU Q U w (� W Q _ U z - ~ J O w U) - LU Q LL CD LL. _ 9 o LU O r-) H Q LU , Z w Of Ln JOB NO. 172131 SCALE 1 "= 50' AM SHEET NO. 15 0 I I 00 00 U II II v M Ln O � m U rn O Q O Ln O o 0 C] O� OH ~ p ao 0 � � 0 415 `n ^ o 0 `� -� N 0 rn rr.? 0 415 0�oom � Ln 00 0 M 0 > 00 DOri� 0°-Zp N o O o PROPOSED v~i Z_ Z_ n z z 0 n z 0 GRADE (TYP.) 410 > > > Lr) z z z � �„ > > � z z -- 410 I \ FILL PROPOSED WATER V (TYP.) PROPOSED FIRE SERVICE CROSSING 405 LINE CROSSING 405 PROPOSED 6" DI WATERLINE CROSSING EXISTING GRADE (TYP.) 1.2' 0+00 0+50 1+00 1+50 STR-8 - STR-52 420 420 STR:6 VDOT STD. DI-313 (L=12') TP=412.25 415 INV IN: 4o6.33 TO 12 415 INV OUT: 400.75 TO 4 PROPOSED GRADE (TYP.) \ 410 410 STR:4 VDOT STD. MH TP=4o2.50 INV IN: 397.5o TO 6 IL INV OUT: 389.00 TO 2 (TYP.) 405 \ �� 405 N� 00 \ / 4 400 NOTE: 1/2" STEEL PLATE REQUIRED STR:2 VDOT STD. MH tig N �? AT BOTTOM OF THE PROPOSED TP_390.79 \ �1�F DROP STRUCTURE (STR-6) INV IN: 386.25 TO 4 11 INV IN: 386.75 TO BLDG #5 ROOF DRAIN 395 INV OUT: 383.5o TO \�A EXISTING GRADE (TYP.) NOTE: DAILY INSPECTION OF STORM PIPE AND STORM STRUCTURES IN FILL AREAS WILL BE REQUIRED, AND QUALIFIED GEOTECHNICAL REPORTS SHALL BE SUBMITTED TO ALBEMARLE COUNTY FOR VERIFICATION OF BACKFILL (% MOISTURE, CONTENT/CONTAMINATION, COMPACTION, DRY DENSITY, ETC.) STR:26 VDOT STD. DI-313 (L=4') 445 TP=443.00 INV IN: 433.92 TO 28 STR:28 VDOT STD. DI-3C (L=1o') INV OUT: 429.00 TO 147 TP=441.00 INV IN: 435•oo TO YD-3G INV OUT: 434.5o TO 26 440 440 STR:14 VDOT STD. MH PROPOSED GRADE (TYP.) TP=431.83 INV IN: 426.92 TO 26 435 INV IN: 425.67TO 16 INV OUT: 422.00 TO 12 15" HDPE v85.29 LF @a o.68% 430 \ 430 VDOT STD. SL-1 REQUIRED NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM OF THE PROPOSED DROP STRUCTURE (STR-26) 425 15" HDPE 425 33.2o LF @a 6.27% FILL 420 (TYP.) 420 NOTE: 1/2" STEEL PLATE REQUIRED Al BOTTOM OF THE PROPOSED DROP STRUCTURE (STR-14) EXISTING GRADE (TYP.) 415 415 NOTE: DAILY INSPECTION OF STORM PIPE AND STORM STRUCTURES IN FILL AREAS WILL BE 43.0 REQUIRED, AND QUALIFIED GEOTECHNICAL REPORTS SHALL BE SUBMITTED TO ALBEMARLE COUNTY FOR VERIFICATION OF BACKFILL (% MOISTURE, CONTENT/CONTAMINATION, COMPACTION, DRY DENSITY, ETC.) 405 405 400 400 I, O O chi N Oorl ri rn 0+00 0+50 1+00 STR-28 - STR-14 5 390 385 INV. OUT=382. 38o L--NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM / OF THE PROPOSED DROP STRUCTURE (STR-4) \/ 18" HDPE 385 / 35.84 LF @a 7.67% 18" HDPE ,24.16LF@6.21% PROPOSED VDOT STD. EW-2 WITH RIPRAP OUTFALL 38o o H O m 0 Ln 00 cy) am ry i 0M M M 't 0+00 0+50 1+00 1+5o STR-6 - SWM VERTWAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN 1'I;I"I' ) nch - 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( TN FEET ) 1 IT101 50 ft. 465 \ EXISTING GRADE (TYP.) 460 / 46o d / m \ / / M O / 455 �_ \ Ln0 455 / U ` 10 I Mry) O Q `t > I Q I 0 MoON� \ a rl I p M'^ O o O > \ tf1 z 450 I � ° o 0 o M \ 450 _ Q O O o i > � m 2 Z D PROPOSED GRADE (TYP.) Q N M O M Z Z C)� I> a \ Ln ~O o 11 O Ln z z o ., 0 0 ,, >> � Ln � z z z 445 o L� M M 445 >r . � 00 -z z o >>> L„ I­-zzz / PROPOSED 6" DI 440 WATERLINE CROSSING 15'"N�P3?1% 440 �F C� 93.59 1.2 NOTE: 1/2" STEEL PLATE REQUIR 15" HDPE 75 66 LF �a 2.64OF THE PROPOSED DROP STRU( 435 10, 435 HDPE 94.67 LF C 0.950/"0 PROPOSED FORCE MAIN SANITARY PROPOSED FORCE MAIN SANITARY SEWER SERVICE LATERAL CROSSING 430 SEWER SERVICE LATERAL CROSSING 430 M f N M l0 0 O �t l00 Ln It It It 't It 0+00 0+50 1+00 1+50 2+00 2+50 STR-34 - STR-A 5 450 445 440 435 430 425 N u m rn Q rlO 420 0 0 U-) I- M M O O Ln �.D 't STR:24 VDOT STD. DI-3C (L=8') TP=449-50 o INV IN: 444•oo TO YD-2A z_ z_ 0 m INV OUT: 442.00 TO 22 Q Q J U m m O Q N Q Q m 00 N O LL W _M tp \ Q N Q O OOoo 4 � \ 0 Ln 0 00O m > "�� U M V' l7 I- O O N Q O (y) \ / Q O 't L!1 O M M ci Q 0 0 °rl°m m O O M Mgt rn > '� \ > r, -t�� 0 �zz N �z0 OC) O m � t �� 00 0�Z / \ It-- O CL» Ln zz ~ �ro Z� I>> O \ CL z z z r �zz �,0000`t00 \ Lr) Nip 0� "D 000 rl) r)zzzp / 71! � 0 N ^ m'b N� > > > > Z Z Z Z I \ PROPOSED WATER > f SERVICE CROSSING NOQ� yyo/o PROPOSED GRADE (TYP.) n, z z PROPOSED FIRE n - - O >> > LINE CROSSING 1. 5 zzz 15 HDPE 97 9 6 LF Qa 0.84% �5 HDP�.o8/00 161.51 LF @ � _ _ FILL (TYP.) / J I m E NOTE: DAILY INSPECTION OF STORM PIPE AND 0 18" NOS 3.31% STORM STRUCTURES IN FILL AREAS WILL BE O 1.2' 105 95 REQUIRED, AND QUALIFIED GEOTECHNICAL oO M REPORTS SHALL BE SUBMITTED TO ALBEMARLE M I COUNTY FOR VERIFICATION OF BACKFILL (% O MOISTURE CONTENT/CONTAMINATION in 0 `^ �[__ I COMPACTION DRY DENSITY ETC.) ' 00 z 18" HDPE PROPOSED FORCE MAIN SANITARY 11 44.69 LF @a 5.95% SEWER SERVICE LATERAL CROSSING \ L > z z a 10 ��Ca G \ \\\\\ \ \ EXISTING GRADE (TYP.) 415 `^ I­-z z 50'V NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM OF THE PROPOSED DROP STRUCTURE (STR-14) FILL (TYP.) 410 OQ� °I° NOTE: DAILY INSPECTION OF STORM PIPE AND J �` 1 STORM STRUCTURES IN FILL AREAS WILL BE ti4i �F� REQUIRED, AND QUALIFIED GEOTECHNICAL \ 0. \ REPORTS SHALL BE SUBMITTED TO ALBEMARLE C� \ COUNTY FOR VERIFICATION OF BACKFILL (% 405 \ MOISTURE, CONTENT/CONTAMINATION, COMPACTION DRY DENSITY ETC ) - -NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM OF THE PROPOSED DROP STRUCTURE (STR-6) 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: 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: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 11 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. 455 450 1 445 1 4401 435 1 430 1 425 1 4201 415 1 400 400 I� M 00 O N 00 N c-I M Ln 't 00 a) Ql L) I� ci N N 0) O O M �t M N Ln �t M CO O 00 Ol 00 . 00 N rl Q1 M 00 00 I� O In O O N N rl ci N M O rl rl Ql N l0 N Ol Ln N �t 00 O M L(1 � N Ql Ol rl N Ll1 Ol O O O O O O N �t �t .t M M N N N M ci rl rl N M M M M �t �t M M �t %t It �t It It �_l H 0 I � � SCOTT R. LLINS L� No. 35791 "Ll 05/11/20 w� o��ssjoNaL E��� L Z z O m � C 0 U a L L LU z O Q � � z LL. c ui ¢ L ` li W W O LL i M J N � o U W c a Q w (j) m J Q i w _ � o � z o g J W J � Q z J W y W _ LL_ O J m V) LLI < Q m .� \ LnM N m .� m +--i o N M m 0 N r NL9 o ri ,--i z Q di z( LJJ M M (n C') N J Q C'7 � z N 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 LU O _ _ _ 475 475 04 N U) S T R[� \ 2 4 STR B (L=8) w TP=468.58 > z INV OUT: 462.58 TO 68 Uj z 465 465 STR:68 VDOT STD. DI-3B W (L=14') J STR• o VDOT STD DI- B (L-1 ') 470 TP- 467.8 3 470 J EXISTING GRADE (TYP.) 4 3 - 4 TP=456.92 STR -70 - STR - INV IN: 461.10 TO 70 2 INV IN: TO YD-1B > m (f) INV OUT: 450.00 TO 38 462.00 INV OUT: 461.0o TO 66 W w Q 112L w J z \ Q STR:38 VDOT STD. DI-36 (L=16') \ ~ L9 Q � LL 460 o TP=456.83 460 INV IN: TO YD-2F ri i ~ O LL 451.00 \ 0 INV IN: TO 465 v PROPOSED 6 4 5 0 00 449.83 40 J \ a� INV OUT: 449.00 TO 36 m `Y' GRADE (TYP.) N I --I Q *rn M \ 0 O 455 `1 Q °Mm O U O O M PROPOSED \ "' 00 m o °I° GRADE (TYP.) rl rn o o ^It�� FILL pO 1.0 Lrl 450 c01 0Li) Cr It z z p \ (TYP. 0) M d \ o Ln ^m°,� �~zzz i o M �� PROPOSED 8" DI m Z Z p WATERLINE CROSSING �CL»> \ / z z z 445 PROPOSED SANITARY 2.3' SEWER CROSSING~Q 15" HDPE 440 31' 171.68 LF @a 5.87% ED AT BOTTOM PROPOSED 4" DI PROPOSED SANITARY :TURE (STR-32) WATERLINE CROSSING SEWER CROSSING 15 HDPE 435 79.68 LF @a 2.30% 455 PROPOSED 8" DI WATERLINE CROSSING 450 15" HDPE 27.97 LF @a o.61% 445 440 435 O .cn z n LD n M cn . n O 0 ) o od, n Ln 0+00 0+50 1+00 1+50 2+00 2+50 STR-40 - STR-30 Q 0 o 0° \ Q = H� LU J l!1 � 0 \ V 460 v 0 0 46o \ W Q o � " O >'t � N �? �5�� HDPE OL z 0� n �� 33.46LF@a 4.41% Lij 0 0 0 r ~ �, z z °I ° 455 > o O' ��ti 455 lfl U) 0 � zzp ti� � OL a » > zzz \ ��`' ti� �\ w V l w O NOTE: DAILY INSPECTION OF STORM PIPE AND 450 STORM STRUCTURES IN FILL AREAS WILL BE REQUIRED, AND QUALIFIED GEOTECHNICAL U REPORTS SHALL BE SUBMITTED TO ALBEMARLE z COUNTY FOR VERIFICATION OF BACKFILL (% O \ MOISTURE, CONTENT/CONTAMINATION, PROPOSED 8" DI FILL COMPACTION, DRY DENSITY, ETC.) w WATERLINE CROSSING (TYP.) 445 \ 445 J LLU - - Q LL - -�.7' NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM Ur LL_ OF THE PROPOSED DROP STRUCTURE (STR-66) W PROPOSED SANITARY i-EXISTING GRADE (TYP.) 0 O O r-1 440 2.1 SEWER CROSSING 440 N Q \ 15" HDPE 87.92 LF PROPOSED SANITARY SEWER CROSSING Qa 3.41% VDOT STD. SL-i REQUIRED NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM Q 435 OF THE PROPOSED DROP STRUCTURE (STR-62) 435 rWi W W � a .t � r r� N � M rl c^i JOB NO. co °Ln 0 � 172131 SCALE lit= 50' 0+00 0+50 1+00 1+5o 2+00 2+50 SHEET NO. 16 EXISTING GRADE (TYP.) z STR:76 VDOT STD. DI-3C (L=8') Q TP=389.33 STR:46 VDOT STD. DI-3B (L=io') p INV IN: 378.io TO 78 395 TP=389.00 0 INV OUT: 378.00 TO 74 395 INV IN' 375.5oTO72 00O __ INV IN: 38i.33 TO 46B , IJI - -� � STR:78 VDOT STD. DI-3C (L=8') INV OUT: 375.00 TO 44 i U � \ TP=387 50 z M o N FINV IN: 378.6o TO 8o INV OUT: 378.5o TO 76 STR:72 VDOT STD. DI- B (L=8)� � m 0 3 0 390 TP=386.75 00 o \ 390 INV IN: 376.io TO 74 o o 0 \ INV OUT: 376.00 TO 46 0 �w m \ STR:8o VDOT STD. DI-3C (L=6 ) > u, M M \ TP=384.50 z INV OUT: 379.00 TO 78 r, z z 0 \ / "»> 385 \ FILL Ln �-- z z z 385 (TYP.) PROPOSED GRADE (TYP.) PROPOSED WATER 38o PROPOSED FIRE i---SERVICE CROSSING 380 LINE CROSSING 1.9 15" HDPE 15" HDPE 48.93 LF @a o.82% 375 15" HDPE 114.4o LF @a 0.79% 12 24 LF Qa 0.70% 375 9• 15 HDPE 15" HDPE 44.67 LF @a o.go% 52.42 LF @a o.95% NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM 370 OF THE PROPOSED DROP STRUCTURE (STR-46) 370 1p � N ^ �o a) M NN H 00 00 p 0 00N O WN a) 00O Go 00 l!1 W 00 Ql 00 Ql Go Ql M 00 rr) M M M ry)M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-8o - STR-46 STR:6oB VDOT STD. DI-3B (L=12') STR:6o VDOT STD. DI-3B (L=18') TP=437.50 TP=435.50 INV OUT: 429.67 TO 6o INV IN: 431.00 TO 62 410 INV IN: 42g.00 TO 6oB VERTICAL GRAPHIC SCALE INV OUT: 428.00 TO 58 5 0 2.5 5 10 L0 435 435 FILL PROPOSED 8" DI 405 ( IN FEET ) (TYP,) WATERLINE CROSSING 1 inch 1.2' \ - HORIZONTAL GRAPHIC SCALE 430 430 J EXISTING STR:46BVDOT STD.D1-3B(L=14') v� m 50 0 25 50 100 zoo GRADE (TYP.) 15" HDPE 400 TP=388.75 INV IN: 382.10 TO 48 � `O 0 °,O 3iiiiiim"6.14 LF �a 1.85% INV OUT: 382.0o TO 46 p Ln 1- 000 ( IN FEET ) 2 4 5 2 4 5 r� 1- o 00 0p 1 iric:h = 50 I1. STR:46 VDOT STD. DI-3B (L=io') o MM 0rn� 395 TP=38g.00 00 0 � INV IN: 375.5o TO 72 °; z 0 rrn INV IN: 381.33 TO 46B a > > �^ z z It INV OUT: 375.00 TO 44 I� NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 11 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. 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:44 VDOT STD. MH TP=377.00 INV IN: 372.00 TO 46 INV OUT: 368.00 TO 42 STR:42 VDOT STD. MH TP=368.83 INV IN: 363.83 TO 44 INV OUT: 36o.00 TO 36o PROPOSED VDOT STD. EW-1 WITH RIPRAP OUTFALL 0 ri m rp STR:54 VDOT STD. DI-3B (L=1o') 0 00 Ln o TP=414.00 o Ln0- INV IN: 4o6.10 TO 56� 0, INV OUT: 4o6.00 TO 52 � �0 I� 00 I d m M 0 � °O 000 � Ln00 PROPOSED GRADE (TYP. EXISTING GRADE (TYP.) 11 ri m o 00 / uo / 00 % O oo / LU ^^M / > °,° i L!1 M z O Q� �ti�o �� ti� C�. G o() titi1 i 1.1' PROPOSED SANITARY SEWER SERVICE LATERAL FORCE MAIN CROSSING 15 "HDPE 80.42 LF @a 4.23% 18" HDPE 20.68 LF @a 4.35% 1' 18" HDPE 24.72 LF @a 2.71% PROPOSED SANITARY SEWER SERVICE LATERAL FORCE MAIN CROSSING NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM OF THE PROPOSED DROP STRUCTURE (STR-46) 18" HDPE 48.og LF @a 6.24% NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM Q� 2010 OF THE PROPOSED DROP STRUCTURE (STR-44) fro 3 (O6. 00 -NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM OF THE PROPOSED DROP STRUCTURE (STR-42) ti5 NvCa 5 °1'-� - tio5•'' STR:64 VDOT STD. DI-3C (L=6') TP=454.67 INV IN: 449.67 BLDG #1 ROOF DRAIN INV OUT: 446.83 TO 62 STR:62 VDOT STD. DI-3C (L=6') TP=45o.g2 INV IN: 443.00 TO 64 INV IN: 440.00 TO 66 INV OUT: 438.67 TO 6o PROPOSED SANITARY SEWER CROSSING STR:6o VDOT STD. DI-3B (L=18') TP=435.50 INV IN: 431.00 TO 62 INV IN: 429.00 TO 6oB INV OUT: 428.00 TO 58 m nn tD o Lr) �0 O� 0 V) 0 0 0� M 00 a) > ° H 00 u z0 ��zz 455 450 :D 8" DI NE CROSSING Io 'SC0TT Lf �I L� No. 35791 � o��ssjoNaL E��� 445 Lu 15" HDPE w 4 4' 67.58 LF @a 5.67% O y 440 M N N � Cy) Cy) U Lu Lu W PROPOSED SANITARY Z z O m U) Q LU Q LU w SEWER CROSSING O a z z z Q NOTE: 1/2" STEEL PLATE REQUIRED AT BOTTOM F■I � It w Lu w Lu p C) OF THE PROPOSED DROP STRUCTURE (STR-62) o - 0 0 z g 15" HDPE z J - Lf) a U) a Lu 66.55 LF Qa 11.53% 430 > 5: w w WLu Q J z LULU- W cn W cn Z w Lu > Lu w 425 0 J Ln 420 1 1 1 1 y 415 O cti 410 PROPOSED 6" DI WATERLINE CROSSING 15" HDPE 32.96 LF @a 4.25% 0+00 0+50 1+00 1+5o 2+00 2+So 3+00 3+50 4+00 4+50 S+oo S+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 405 V•• 395 390 m m o .� .� CD 0 Lu\ Ln M N N Q M Lu ,--I Ln z Q di Z � W M M ~ 0) N J c') Q � z O LL. W0') N ci) W a > z W Z W U) Q W W a- J LuQ LL ~p p O z � _ i--i Lu wU (7 W Q Lu ~ Q Ul P-1 U 0 cL ZW (f) W O U z O J W cn Lu J Q LL CD LL O W O r-) N Q F- Q Lu C Lu O G W a � JOB NO. 172131 SCALE lit= 50' SHEET NO. 17 '? oo 0 475 INTERSECTION WITH PETER JEFFERSON PARKWAY 470 >C > m PVI STA: 12+80 oo 465 9 PVI o 5 9 90 K:16.31 o LVC:45.00 L o. o ,6g M O N VERTICA GRAPH C SCALE L!, N O 460 U 2.5 5 1 D 2 In V m U w w ( IN FEET ) 1 inch = 5 f . 455 450 445 440 435 430 425 420 415 410 405 400 395 390 cwi 375 L (TYP. PROPOSED SANITARY SEWER CROSSING D 8" 45° BEND TO BEET WATERLINE / PROPOSED SANIT / SEWER CROSSING STING 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 SPECIFIC TION 303.04 NOTE: CLASS I B CKFILL MATERIAL SHALL BE CRUSHER RUN SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RU AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BR DGE SPECIFICATIONS, 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 ' E SANITARY SEWER MUST BE PROVIDED. 1.4 .0 PROPOSED 8" CL 52 DI WATERLIN RGUEILLO STREET 25 O Ln O rn N O m N + Ln rl uJ U 3.5' 1 ( IN FEET ) PVI STA: 15 92.00 PVI ELEV: 13.30 K:15. g LVC: 126.00 1.7' 00 0 r+, N O Ln H + --t D L.I_I .. U PROPOSED 8"x4" TEE & 4" G.V. TO BUILDING #5 WATER METER & FIRE LINE PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE PROPOSED 8"x6" REDUCER &16" G.V. PVI S A:17+0g.00 PVI ELEV: 407-45 5.16 LVC: 40.00 °Ln o � °O rn m 00 of It 00 O N O + t + �t w w > m > w Ld o u, + It r H w \_ 0i -,i (i // m °° PROPOSED 6" CL 52 DI WATERLINE-/ 2;4' l� n 00 0It 41 .t �0 rl O^ M 0 Ql LNl1 .t rll Ol Ln lD I� 0 O l^ ^ ci � I� lD ^ Ln Ln rl ^ m lD `i m rl � m lD 0 �t O M �t N M I� Ln N A N Ln � rl o0 ci rl M ^ O p l� ll, IIt ^ n lD l0 Ln Ln �t M M N rl ci rl 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+50 17+00 PVI ST 18+07.68 PVI E EV: 394.87 K 15.48 LVQ:120.00 PVI STA: 22+25.00 PVI ELEV: 386.91 K: 6.75 LVC: 100.00 390 000 HIGH PT. STA: 21+88.ciq R 390 + 0o HIGH \ PT ELEV: 38 .03 � 060 PVI STA: 23+25.00 M N W \ + N m W VI ELEV: 1 374' 7 V � m \� L�iU � w K: 18.21 LVC:50.00 385 °° w O Ln O 385 0 00 + m O kD ^ LOn m + m 2.o6% N W N W U U Ln U > In > M U W 38o > 00 > W 38o 'so 79 375 FILL (TYP.) 375 EXISTING GRADE (TYP.) 370 \ 370 (TYP.) \ PROPOSED GRADE 365 365 .000 0 36o AR"3UELL0 36o STR ET 355 355 350 350 M M Ln Ln rn m Ln � r- N ri 00 4' 00 M 0rl 00 m M M m M m� rn lD) 0o Q� C� � H + m 00 w H U 4R..L PNt-,, SCOTLINS�Z C-) No. 35791 ILI 05/11121 w� o��SSIONAL rl CO e (V (V J -1 -1 C � m Q Q ` z `u ` Z O � 0 Ocl�z z ` U a w w F o O O `< H z O Q U ul) U ul) u E > L W W � J Q W a W a o o L w w L u Lu Lu F CD 0 0 W N N r-4 Ln Q cV -q M N -q , q N -4 M Ln ri -q z L9Q J 22+00 22+50 23+00 23+50 24+00 24+50 ®_ 0 �.0 j M� C') c' J / v , Q CY � z 420 N LL LMCD Cn N (n 415 Q z Lu W J 410 U) Q J PVI STA: 20+ 6.15 W 0- PVI ELEV: 38 .05 ! Q K: 32.22 LVC:135. O O O o pe `^ O1 +8 .18 4 5 OW PT. STA: 2 LOW PT ELEVri 000 L 00: 84.76 oo Q 0 W + ow M + Nw M cn z oi U > pp `� U > W �� U W J m w P I STA: 22+25. 0 400 PVI STA: 19+78. o K: 6.75 Lij ~ J W PVI ELEV: 86. 3 5 LVC:1oo.00 Q I<: 17.40 LVC: 0 HIG PT. STA: 21+8 .93 0 � Lfi U 50.00 ^ HI H PT ELEV: 38 .03 ^ 00 0 o O n N 00 H �, Um "� N Lnw >W "� 395 W (1) O +� a� L"Lr , J HW N Ln W > m W i m ; W m W 390 \ j W U) 2.23 Lu 0 06% \�\ 385 mi Q LL PROPOSED 6" 450 BEND TO BUILDING #6 46A 3- 1 (Duj WATER METER & FIRE LINE CONNECTION M N. PROPOSED 4" go' BEND TO BUILDING #6 � e O i--� PROPOSED FORCE MAIN SANITARY WATER SERVICE CONNECTION N Q SEWER SERVICE LATERAL CROSSING 38o �> PROPOSED 4" 450 BEND TO BUILDING #6 79 so WATER METER & FIRE LINE CONNECTION EXISTING GRADE (TYP.) Lu Q 75 PROPOSED 4" CL 53 DI WATERLINE � 375 c a _ V) JOB NO. N N 00 m Ln a, Ln �, rl 00 00 � p 00 n, It M � 172131 N I� 00 N ^ 00 O, I� M Ql N N It l0 ^ �t �} m �t Ln m Li, O O N Lf^ 00 SCALErn Cy) 0) 00 00 � rn m M M M m 111_501 SHEET NO. 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 18 PROPOSED 6" 45° BEN 's. j FILL (TYP.) HIGH PT STA: 11+73.29 HIGH PT ELEV: 454.21 TH PVI STA:11+73.2g PVI STA: 11+o5.5oL ��� PPVI ELEV: 485.28 VI ELEV:454 34 K: 5.12 Q K:6.25 LVC: 55.00 LVC:25.00 o M o ,� SC9TT R. LLINS7 m m m rn o 00 0� � No. 35791 �o �0 00 u, m 0 'n + � + � � It 00 + 490 ° w H w 490 �0 05/11/20 �w H u v ��SSIONAL � m > w m W 470 PVI STA: 10+15.00 470 K:2.50 PVI TA:12+o0.00 VC:10.0o PVI LE :453.80 LOW PT. STA: 10+15.0 K: .16 PETER J LOW T ELEV: 449.2$ VC: 5.00 PVI STA: 1 +95.00 Lu 465 °o M e M 0 Ln 0 H PVI ELEV: 444.58 465 w o(n o a) � 1+ ry rn K: 6. 3 + � + 't PVI STA: 11+22.5 m Ln ri -XN O 0 r+v EXISTING GRADE(TYP.)�LV.1 .00 O N � w „� PVI ELEV: 453.32 ,� ,;J ,� �i i Ln > Ln > I<: 9.34 vi Ji > °, m °, o j m > w LVC: 25.0o j Co w N \ M to Lu o 46o m O't 0 � m w / 00 0 It M � 46o Q rn °' rj o PVI STA: +50.00 - 0 0 'n w w 0 N � m �jj u u � PVI ELEV: 449.93 H Ln M `n / u > vi > \ g w w � z + + v K:1 .81 Li N w / m m w w \ Z O w LVC: 5.00 �; �; u / PVI STA:14+29 39 \ 0 u Co u „� PROPOSED 8 x8 TEE & (3) 8 G.V. 0 m w -2 00% / PVI ELEV: 442. o\ O v z- w w o 0 455 N 0 / K:15.78 \ 455 F�1 g � in PROPOSED 1 WATER w � � z w 0.. 2.0 % SERVICE TO CLUBHOUSE / 35 0O o J O O g p p Q a a w w V u 0) l0 0) N (n (n m j w 6g°/° 3 5� PROPOSED 8" CL 52 DI WATERLINE � � kD � z w w �M N' PROPOSED GRADE (TYP.) w J LL. LU cn 450 -2.00% vi u .. 450 W F- o o z m FILL > �^ z cwn m w w Q i (TYP.) 3i / m w � a w o PROPOSED WATER SERVICE / PROPOSED FIRE HYDRANT 0 Lu / PROPOSED 6" CL 52 DI WATERLINE ASSEMBLY WITH 6"x6" TEE Q w 445 TO BUILDING #1 WITH 8"x4" TEE & 4" G.V. 1.3 445 PROPOSED 8" 451 BEND TO �'7 63 PROPOSED FIRE HYDRANT / ROPOSED 6"x4" REDUCER m ARGUELLO STREET WATERLINE4 U) / ASSEMBLY WITH 8"x6" TEE 1 65 -PROPOSED 8" 45° BEND 37 -7.22% PROPOSED 4"x4" TEE & 4" G.V. PROPOSED 4" FIRE LINE S 000 TO BUILDING #4 FIRE LINE 440 TO BUILDING #1 WITH i•6' 0 440 8"x4"TEE & 4" G.V. PROPOSED SANITARY - SEWER CROSSING PROPOSED 4" CL. 53 DI WATERLINE PROPOSED 8"x6" CROSS, 1.2' TO BUILDING #4 WATER SERVICE N N � O (2) 6" G.V. & (2) 8" G.V. W � .� o o \ 435 PROPOSED 8"x6" REDUCER 31 435Lr) 00 MLn PROPOSED SANITARY SEWER SERVICE uM, r_ o N N rl 00 Q1 a? It `l o �' rl O N `^ o LATERAL FORCE MAIN CROSSING Z J d') a- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 ® w M FISHER STREET cyi PVI STA: 1.4+50.00 C� 465 PVI ELEV: .18 465 N J c� Q Co IZ-I w OLn N. 13-99 CD N (n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 I< BBE STREET Q z O S > w W J Q J_ Ln e Q O O O J I --I Q Lu Lu z NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN ' J SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER � J Lu THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 1--I NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL Lu U) SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS Lj O CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER z 101� RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND VERTICAL GRAPHIC SCALE BRIDGE SPECIFICATIONS, SECTION 302.03G. 5 0 2.5 5 10 20 � Z O J w U) NOTES: ( IN FEET ) N 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 1 inch = 5 ft. �/ 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. =j Q u- 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM HORIZONTAL GRAPHIC SCALE CD u- SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & _c_ _ SANITARY SEWER MUST BE PROVIDED. 50 0 25 50 100 zoo �� O r' �® N Q ( IN FEET ) 1 inch = 50 ft. Lu w W d V7 JOB NO. 172131 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 SCALE 1 "= 50' ET RAV E LWAY B -!p � SHEET NO. 19 K: 1 .23 LVC: o.00 LOW -PT. STA: 1LF+45.a3 VI STA:1o+75.o LOW PT €Vv�c�.3o 46o VI ELEV: 450•1 / o co o � � 460 PVI ST 12+07.00 � o LVC: 50.0o PVI ELEV: 448.80 + � + � � � °0 °o 0o K 44.09 � u � u PVI STA: 15+ 6.59 �, °o � LVC_: 50.00 � � m � w PVI ELEV: 4 5.59 °o 0 / m w �� 7.55 455 ° w N u.i 0° ry / PVI ELEV: 444•68 LV :50.0 455 m � ,� + � + � HIGH PT. STA: 5+23.87 Co w N �i � w / I<: 22.02 HIGH PT E�EV: 445.28 m w rn ao rn � m w / PROPOSED GRADE (TYP.) �, � ,� u, \ ,� 450 / � � � \ * � 45° � � w � w PROPOSED 6" go' BEND TO - - w � w � j vi j V � � \ m V � \w � w FIRE HYDRANT ASSEMBLY _z i400 m m Ij w m � � 3.5 \ 445 � (TYP.) . 1.63% 1.00° 445 PROPOSED FORCE MAIN SANITARY Soo PROPOSED 12" ROOF/ SEWER SERVICE LATERAL CROSSING ° YARD DRAIN CROSSING,, PROPOSED 6"x4" TEE & 4" G.V. 440 TO BUILDING #2 WATER SERVICE 1.5' 440 PROPOSED 6"x4"TEE & 4" G.V. 1•0� PROPOSED 4" g� BEND & 4" G.V. TO BUILDING #2 FIRE LINE PROPOSED 8"x6" CROSS, 35 TO BUILDING #3 FIRE LINE (2) 6" G.V. & (2) 8" G.V. 435 PROPOSED 6" CL 52 DI WATERLINE � PROPOSED 6" � 6" TEE TO FIRE HYDRANT ASSEMBLY �FI�LL �/ 435 � (TYP.) PROPOSED 6"x4" REDUCER PROPOSED '' '� �� 4 x4 TEE & 4 G.V. TO BUILDING #3 WATER SERVICE PROPOSED 4" CL 53 DI WATERLINE 430 30 425 425 V 420 420 00 � O I� � l0 Ql � Ln Ln O �t l0 M n � � O I� O N O `i O N O O ci M O � O ci V1 � O � M � � lD M � 00 � � � lf1 ° M N M 1p O N 1p 00 O � � 00 N � � M � V1 l0 �p l0 l0 lD � N > 0° > w m w 2.Oo% 485 485 FILL INTERSECTION WITH EFFERSON PARKWAY (TYP.) 480 \ PROPOSED GRADE (TYP.) 4$O REMOVE 12" PLUG AND TIE-IN TO EXISTING 12" DI WATERLINE PVI STA: 13+28.95 WITH A 12"x8"REDUCER PVI ELEV: 456. g 475 K:1 . 8 475 LVC: 470 �; � �; � 470 mm w w 3.5' M . 465 PROPOSED 8" CL 52 DI WATERLINE 465 EXISTING GRADE (TYP.) 460 460 455 455 FILL (TYP.) - .00% 450 39 / 450 PROPOSED 8"x8"TEE & (3) - 8" G.V. � 445 PROPOSED SANITARY 445 SEWER CROSSING 440 440 � � O ^ n M � of � u, u, ao � c•i � u, u, � �i PROPOSED M WA 65 465 PVI STA:10+12.00 PVI ELEV: 449.12 K: 5.13 46o LVC: 18.00 PVI STA: 12+19.00 PVI FI FV• 440 2 � ron Lli d,� c. K:17.51 / \� o -t + PVI STA: io+6o.00 LVC: 35.00 / rl o w O w PVI ELEV: 445-03 LOW PT. STA:12+19.00 / vi U o) U K: 15.18 LOW PT ELEV: 440-33 / m 00 w w LVC: 6o.00 455 n rs O ui O o N O �., O �y O / o + � + t PVI STA: 11+5o.00 .. N / ° `w� ° `w� PVI ELEV: 440-93 rl U / � U Ln > Lii > K:15.45 U U m w / \ 45 o °° > Lu� Lu Ln! N LVC: 55.00 Ln N m w � / o / PVI STA : 13+57.00 \ K:5.25 1 -5.00% + + � / LVC: i5.00 1 -8.5 0 0i U v � m -1 v W / l 00 0mLO m 0 --t m 1 1 445 m Lu + `+rn ° 1 / rl jj �U �. u > u > 1 AINTENANCE BUILDING S6� / m 0° w L" I TER SERVICE CROSSING I 2 3 -1.000 // -100% -2.000 I 440 0------7 23 FILL I PROPOSED SANITARY SEWER SERVICE TYP.) / 1 435 1 430 1425 1 420 1 415 1 410 1 405 LATERAL FORCE MAIN CROSSING ��2 PROPOSED BUILDING $4 PROPOSED BUILDING $4 WATER SERVICE CROSSING FIRE LINE CROSSING EXISTING GRADE (TYP. PVI STA: 15+50.00 PVI ELEV: 430-57 K: 5.07 LVC: 40.00 ° ° o U? o 0 o ri o 00 rn + + Ln Ln rl W rl L j V U u > >- > m ; Lu m w PVI STA: 16+76.00 PVI ELEV: 414.50 K:17.23 LVC:15o.00 o O l� o O o l� ci o � r rl � ci rl w U Lu U u > m Vi > w m W PVI STA:18+oo.00 PVI ELEV: 409.49 ems° K: 24.43 ° LVC: So.00 j PROPOSED GRADE (TYP.) 0 °, °o rn / + + 't PVI STA: 18+65.00 'l U rl U PVI ELEV: 4o8.19 In U m u w K:15.00 m w LVC:45.o0 LOW PT. STA: 18+72.50 LOW PT ELEV: 4o8.34 � , 1p u? N + 00 l� + 00 It � Lv � V Lij U > 0i 00 > w J\ 4'oso mLu _ PROPOSED 8"x4" TEE & 4" G.V. 2.00 0 \ 1.00 0 \ PROPOSED 4' 4' TEE & 4" G.V. TO 3 BUILDING # WATER SERVICE 5 M N. N i 46o 455 1 450 1 445 1 440 1 435 1 430 1 425 1 420 1 415 1 410 1 PROPOSED 4" go' BEND & 4" G.V. 405 TO BUILDING #S FIRE LINE 1.5' / PROPOSED 4" CL:53DI WATERLINE PROPOSED 4" 22.5 BEND PROPANITARY SEWER SERVICE LATERAL FORCE MAIN CROSSINGS 400 N n N O rl N l 0o H M Ln � Ln O Ql O l 1p 00 .I M c.O O r � r 0) ci � l0 Cf N L!1 ci Ln rl M H Ln .Ln Nt Ql O Ln �t rl It I, M It L! M O O O l0 Ln M vi ^ M 0 M o M O M O N o rl M O rl O rl O , O r 0 O O 00 O H �M O •000 O Otl 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 M O RAGA STREET 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. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 16+5o 17+00 17+50 400 PROPO`. ARGUELLO E PROPOSED 6" C 18+oo 18+5o 19+00 19+50 20+00 400 EXISTING GRADE (TYP.) 395 395 450 / � \PROPOSED GRADE (TYP.) TREET WATERDINOE 390 \ 390 \\ram 385 385 _ 52 DI WATERLINE PROPOSED 6"x4" REDUI PROPOSED 4" 49 PROPOS WATER E 38o " o PROPOSED 6 45 BEND 380 PROPOSED, PROPOSED 6"x6" TEE TO FIRE HYDRANT ASSEMBLY & BUILDING #6 FIRE LINE 375 375 M 00 rl M O of 00 M ri Ln rn m M M o co m M M 0+00 0+50 1+00 -ER 22.51 BEND =D 4"45° BEND TO BUILDING #4 ERVICE CONNECTION i" CL. 53 DI WATERLINE TERLINE CONNECTOR I 0 7 SCOTT R. LLINS�Z C-) No. 35791 ILI 05/11/20 w� o��ssIONAL E�O��� L Z z O m � C 0 U U wLu a L o � � z O Q � � z LL.c ui � Q L ` w w O w i M J N � ,-1 O U Lu C Q 0 w (j) m J Lu j _ � O � z O g a a w J w J a � o z J LL.I U) LL- Lu i Lu _ LL_ O J m m m o .� .� o 0 Lu\ N N < Ln M m r ri QN +--i M N ,--1 N -1-1 M L ri ri Ln L9Q J C3� � W co ® M Cn N J CY) Q � z w O LL. N u) w N< > z W zW J U) Q JLu 0L _ C 1 LL L9 F--- O o O pC z Q P-1 W = u) z wU Lu ' J W W � J � ulU) � Q 1--I cL zLu(f) W O U z jLLI cn J�Lu Q LL U LL 0 o W O N Q F- Q Lu C Lu O G w a � JOB NO. 172131 SCALE lit= 50' SHEET NO. 20 475 470 MH-4 465 STA:8+05.69 PROPOSED GRADE (TYP.) RIM:459.00 _ INV IN. 437.86 FROM MH-5 i INV OUT. 437.66 TO MH-3 \ 69 / MH-5 / 0 46o STA:10+54.37 MH-3 RIM:453.o8 \ w MH 2 STA:6+83.78 INV IN. 439.z8 FROM MH-8 \ Oz J U STA:2+99.93 RIM:446.00 - - INV IN. 439.28 FROM MH-6 / \ w RIM: 449.75 INV IN. 437.07 FROM MH-4 INV OUT. o8 TO MH- 439• 4 / MH-7 J � INV IN. 434.97 FROM MH-3 - - INV OUT. 436.87 TO MH-2 MH-6 STA:16+27.14 v � 455 INV OUT. 434.77TO MH-i STA:14+50.48 RIM:445.83 FRIINV i / \ INV IN. 441.44 FROM MH-7 \ 1 TO MH-6 443 7 PROPOSED 6" DI / INV IN. 441-44 FROM MH-g \ i FI'LL'' WATERLINESSING / INV OUT. 441.24 TO MH-5 \ \ (TYP/ �.) PROPOSED _ 4� PROPOSED " DI \ � � 450 8" DI FILL - i WATERLINE CROSSING WATERLINE CROSSINGS (TYP.) EXISTING GRADE (TYP.)63 PROPOSED 4" DI 445 � WATERLINE CROSSINGS 37 / 65 2 3' 2.1' 8" SDR-26 PVC �72 66 LF @ i.000/0 PROPOSED SERVICE PRIVATE 6" PVC LATERAL SANITARY SEWER Qa 3.35% SLOPE 440 8" DIP 392.11 LF @a 0.500/1 PROPOSED 12" ROOF/ 8" DIP YARD DRAIN CROSSING 117.91 LF @a 0.50% 435 8" DIP 379.85 LF Qa o 0.50/0 NOTE: 24" STEEL CASING PIPE REQUIRED ONJ L8" DIP SANITARY SEWER BETWEEN MH-5 AND MH-4 244.69 LF Qa 0.50% 430 00 1p M M n M 00 N O N 00 00 Q1 � O N M l0 Ql Ql 00 It O Ln O lD 1p ci N O m Q1 CT rl O N �t O 00 00 N l0 Ln lD l0 ci m O 00 H Ln l0 n n Ln �t 'I lD O L!1 M O Ln l0 Q1 p11 H Ln Ln Ln Ln �t Ln O Ln Il O Ln n Ln l0 Ln n 't to n m In Ln M a> 00 M Ln It a> O O Ln M Q1 t� Ln N .t O Ln M to �t `n to lfl Ln O Ln a> 00 Ln o M Ln Ln t0 t0 lD Ln Ln Ln Ln Ln Ln Ln Ln .t 't Ln Ln Ln 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 ACSA GENERAL WATER & SEWER CONDITIONS 7+50 8+oo 8+50 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 (1-8o0-552-7001). 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. io. 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). 465 465 - EXISTING GRADE (TYP.) 460 460 rn Ln to 455 o 455 ° F.- \ ° LL LL N N Q) \ It O ry N Ln 't 5\ O rn H H It 't't� rn OR 1.-: +'"t� 0 \ z 450 o, �, O w 450 O�zz toQ O _< >> > =Q > �Ln o ? V i 2L r)E zz z 445 440 PROPOSED 8" DI WATERLINE CROSSING 435 LA H 00 M Ln LD � �.51 PROPOSED GRADE (TYP.) 3.o' MIN. 8" DIP .1' 149.24 LF @a 0.50% PROPOSED PRIVATE 6" PVC SANITARY SEWER SERVICE LATERAL @a i.00% SLOPE l0 O �t N ci 00 kD 0+00 0+50 1+00 1+50 MH-g - MH-6 1. PROPOSED ROOF DRAIN CROSSING 445 1 440 435 455 450 445 440 435 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 i' 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 21.B, 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. 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 PROPOSED /-GRADE (TYP.) RADE (TYP. q/ //,Z/, ` FILL PROPOSED 8" DI (TYP.) WATERLINE CROSSING 3.5 Ml. .6' 8" SDI R-26 PVC 118.79 LF @ 0.500/0 61 PROPOSED PRIVATE 6" PVC SANITARY SEWER SERVICE LATERAL @a 2.00%SLOPE N Ln ci N M M It It It It It � 0+00 0+50 1+00 1+50 MH-8 - MH-5 Z 1450 445 440 435 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 N, kR..LLlNS �sCOTTr � C-) No. 35791 ILI 05/11/20 AL w� o��SSIONETSO��� M ,--i F I CO e N N J rl ri o o ` g HLu c CO ZzZ:)< O Ln 0 0 L P P L cl�z g z ` U a w w F Lu Lu ~ o O O ` ` z p Q U Ln U cn c z a a L > LL- W Lu J Q W a W a - ` 0 0 w w L > > L ce c F o 0 0 W 00 N N n 00 .--I "i Ln Luz Q J ®_ C' Lu M M 1--I Cn N J CY) z LL o Cn N Lu Q (n > z Lu W J_ / V I U) Q Lu W 0- J _ � Q _ LL ® 0 0 O Q Q U Lu Q Luul F--1 J z _ U) i--i Lu (� W - U z J� O w U) J101� Lu Q LL C� LL _v C) Lu C) �--1 Lu C Lu G CII a W Ln JOB NO. 172131 SCALE 1 "= 50' SHEET NO. 21 LTH 0 o � 505 505 SCOTT R. LLINS�Z C-) No. 35791 ILI 05/11/20 SSIONAL w W O � N O M W N rr � +-I M G �W N N o a � � U 0 0u H co � w w Q w O a z < O z z Q U a- W W r H w � � O z W 0 0 z o can O O g 0 z J (n (n a U O Q � - H J � z Lu � � � n WQ Lu z w w LL Q z cn cn > > w � 2 Lu w p o W J � W CD U) co O� O O O w Lr) 00 Q 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 i Ln KOBBE STREET INTERSECTION SIGHT DISTANCE z L9Q J W co � rn N J c Q N LL 485 485 w � I N (n w a z W JLu _ J LL J O VERTICAL GRAPHIC SCALE 5 Q � 5 0 2.5 5 10 20 W Q Lu iim 9 o O z ( IN FEET ) 1 inch = 5 ft. ~� Q Q HORIZONTAL GRAPHIC SCALE _ U) 50 0 25 50 100 200 W Q Lu ( IN FEET ) 1 inch = 50 ft. ~ J Q ' ^ V I zLJJ V) O w O 0 U z ~ O J w 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0 J ARGUELLO STREET INTERSECTION SIGHT DISTANCE Q U- 0 LL =- �9 o w o a® N Q Lu Z w O w a Ln JOB NO. 79 172131 SCALE 1 "= 50' _ SHEET NO. 22 HT. OF 50o OBJ=3.5' S00 SVON'C LINE OF SIGHT i 495 � 495 / 49 O HT. OF 49 O EYE=3�5' 485 p.NG� 485 p\S-� PROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) 480 480 / HT. OF 475 OBJ=3�5' - 475 470 470 O l� N Lf1 ci O O O l0 ^ I� O M l!1 N N M � I� � n � n 00 n O 00 00 00 l0 00 I� � � 00 co O Ol ci 01 N Ol � 01 l� Ol 00 01 480 LINE 480 OF SIGHT HT. OF EYE=3�5� 475 - — 475 S\GNP p\S-\ PROPOSED GRADE (TYP.) 470 470 EXISTING GRADE (TYP.) / 465 HT. OF OBJ=3.5' ^ 465 460 460 L!1 lD ei lf1 N N O O l0 lD l0 l0 n n � � TABLE 1- to -YEAR STORM FLOW TABLE z - io-YEAR STORM HYDRAULIC GRADE LINE �TH 0 sign Year: 10 Project: MJHAparrnents Job : 172131 Prepare,'dby: AML,PE TABLE 3 - 10-YEAR STORM PIPE DESIGN SCOTT R. LLINS� No. 35791 � �� 05/11/20 w� o��SSIONAL E�O��� W_ W O N ro O W M N rr M G LW rl N N J + I + 1 U 0 W f- w w z co Q w Z���W2 z H H m O O Z Z Q U W W O r H to W Z W 0 0 Z 0 o can O O g z O J Q V) V) a U U Z n n - J '� � � n W Q Q m w w z Z (n (n U- Q W C< 2 wa u_ O w J (n w m U) rn rn o 0 0 W � a0 N N <p I -- +-I -I N rl M z W co 1� TABLE 4 - CURB INLET CHART - 4.0 in/hr ® M ( f) d') N J z W N U0 W a z w ca z IJJ J z \J O ® / �� 0 W Q J 0 U z 0 J Q 1--I 2 U U U w W1U V W - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at .5in/hr Q 1-1 ~ TABLE 5 - CURB INLET CHART - 6.5 in/hr ce (� 0 ZW O Nw L.L O J Lu cn J W Q LL V LL W 0 o N Q 1�/ Le H W rW-, O W a c=!1 JOB NO. 172131 SCALE N/A SHEET NO. - for inlets draining to stormwater manage ent facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 23 Design Storm Year = 10 POINT DOWNSTREAM DRAIN RUNOFF CA INLET IN RUNOFF INVERT LENGTH SLOPE DIA CAPA- VEL FLOW �'��®�� 1 III 111 � 1 1 -�-__-�_-_--■ PI E DESIGN n 0.013 pipe Hydrolo 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 rA � y p C U N w c fV � � N � b � 3 rn L � o U 3 x � Sc w 3 °� > g o e°e 0 c o o m � +� � � E � H o w E C O � Q � � It II d•X (L > J Q U U O O O !n W fu (� W O O U 2 6 36 12.0 0.15 .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 36 16.0 0.18 .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 .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 36 72.0 0.15 .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 .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 36 12.0 0.18 .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 18.0 0.17 .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 .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 .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 .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 .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 36 14.0 0.16 .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 3B 8.0 0.03 .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 .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 36 10.0 0.07 .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 36 12.0 0.11 .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 36 18.0 0.23 .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 .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 .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 36 14.0 0.10 .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 .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 .85 0.043 0.17 0.00 0.17 0.0500 0.0200 2.0 0.0200 1.0000 2.54 0.98 2.0 00 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 (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 p_ Q (V N o .� w � a rn c m a� o o 3 c o ° 0 � � � � 3 r � d o ° O 3 _ 3 � C O s p � 0) O) Cn N w � II `) J C m p Q a a > � ¢ Ci U C7 C1 C7 ui w° m in in cf6i IY 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 36 18.0 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 36 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 36 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 36 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 11.28 1.07 1.00 1.05 0.00 38 36 18.0 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 36 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 0.85 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 36 14.0 0.20 0.60 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 36 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 36 14.0 0.16 0.60 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 36 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 36 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 3B 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 18.43 1.10 1.00 0.97 0.00 60B 36 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 36 14.0 0.10 0.85 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 36 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 8.90 1.16 1.00 0.18 0.00 72 36 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 9 - YARD INLET CALCULATIONS Ho TABLE 6 - SUMP CURB INLET CHART - 4.o in/hr INLETS IN SUMP, DESIGN (CURB SPREAD AND di SCOTT R. LLINS� No. 35 791 ILI 05/11/20 SSIONAL EEOo w� w_ Z�0,�u'� O H W° U to W 0 z O � J z W � J Q z Q ~ z rl N ri � w z W � 0 O � n a W to M N +1 � w z W 2 0 O � n W to W O W rr G O U W Q < Q O Z g a n Q U H tL O J O N M N v �W Q 0 � w O r rZ 0 O U LU J � m Q a 0 W � � IY] W (n W <p O) to � +-I O� 00 � N O N M rl O N � M rl I Ln z TABLE 7 - SUMP CURB INLET CHART - 6.5 in/hr TABLE io - YARD INLETS - Zo-YEAR STORM FLOW co � N c� J W V ) J Q DOWNSTREAM STRUCTURE a I L.L N (n z LLJ J w V z O rl VJ Q J Ln U 1 V J LU N��/ LL_ w LU 1 H� U) O U U W V /•�/ Q U' z J O L�L/J cn J LL_ �9 Q o �i _ �® N Q `2 LL H rw O a w W to * 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 - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice r the 10yr depth conveyance to the facilities i 72 1 1 1 3 i 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. SCALE N/A SHEET NO. 24 Intensity 4.00 (Intensity is Mannings Coefficient, n is 0.013 INLET SPREAD AND DEPTH) in/hr for spread, and 6.5 in/hr for capacity and depth) Inlet Hydrology Curb and Gutter Inlet N .L.. m 0O N � N @ � N � 0 b "' vl t p U o 0 3 o m � d d � � vi in � to rn � � O C O o_ r m m N .� "O a a� m � o t y � a a � � left 0.24 0.60 0.144 0.58 0.00 0.58 0.0010 0. 200 2.0 0.0200 1.0000 8.35 right 0.44 0.60 0.264 1.06 0.00 1.06 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 6.44 right 0.13 0.60 0.078 0.31 0.00 0.31 0.0010 0. 200 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. 200 2.0 0.0833 4.1650 9.30 right 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 7.98 right 0.24 0.75 0.180 0.72 0.00 0.72 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 6.44 right 0.28 0.60 0.168 0.67 0.00 0.67 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 6.70 right 0.29 0.80 0.232 0.93 0.00 0.93 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 4.75 right 0.09 0.80 0.072 0.29 0.00 0.29 0.0010 0. 200 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. 200 2.0 0.0833 4.1650 6.01 right 0.16 0.75 0.120 0.48 0.00 0.48 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 7.77 right 0.19 0.70 0.133 0.53 0.00 0.53 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 5.86 right 0.07 0.80 0.056 0.22 0.00 0.22 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 2.89 right 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 4.36 right 0.10 0.85 0.085 0.34 0.00 0.34 0.0010 0. 200 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. 200 2.0 0.0833 4.1650 7.17 right 0.18 0.60 0.108 0.43 0.00 0.43 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 7.56 right 0.10 0.85 0.085 0.34 0.00 0.34 0.0010 0. 200 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 0.75 0.188 0.75 0.00 0.75 0.0010 0. 200 2.0 0.0200 1.0000 9.22 right 0.22 0.75 0.165 0.66 0.00 0.66 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 5.17 right 0.08 0.80 0.064 0.26 0.00 0.26 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 5.86 right 0.10 0.70 0.070 0.28 0.00 0.28 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 4.36 right 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0. 200 2.0 0.0200 1.0000 4.36 80 3C 6.0 combined flow 0.2 0.04 0.096 2.20 * gutter longitudinal slope of 0.001 should be used - grate inlets (DI-7) in open pavement areas will in a sump condition not have a curb spread, but will have inlet sp INLETS IN SUMP, DESIGN (CURB SPREAD Intensity 6.50 (Intensity is Mannings Coefficient, n is 0.013 ND INLET SPREAD AND DEPTH) in/hr for spread, and 6.5 in/hr for capacity and depth) Inlet Hydrology Curb and Gutter Inlet � a m � ❑ d � F- o � 00 w v co> 0 3 � c � m @ Q 0 co C v c 0 Oa � o aoi d � d o v 'd � Y E left 0.24 0.60 0.144 0.94 0.00 0.94 0.0010 0. 200 2.0 0.0200 1.0000 10.02 right 0.44 0.60 0.264 1.72 0.00 1.72 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 7.72 right 0.13 0.60 0.078 0.51 0.00 0.51 0.0010 0. 200 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. 200 2.0 0.0833 4.1650 11.16 right 0.05 0.80 0.040 0.26 0.00 0.26 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 9.57 right 0.24 0.75 0.180 1.17 0.00 1.17 0.0010 0. 200 2.0 0.0200 1.0000 10.89 20 3C 10.0 combined flow 2.0 0.16 0.349 7.88 left 0.12 0.60 0.072 0.47 0.00 0.47 0.0010 0. 200 2.0 0.0200 1.0000 7.72 right 0.28 0.60 0.168 1.09 0.00 1.09 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 8.04 right 0.29 0.80 0.232 1.51 0.00 1.51 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 5.70 right 0.09 0.80 0.072 0.47 0.00 0.47 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 7.21 right 0.16 0.75 0.120 0.78 0.00 0.78 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 9.33 right 0.19 0.70 0.133 0.86 0.00 0.86 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 7.03 right 0.07 0.80 0.056 0.36 0.00 0.36 0.0010 0. 200 2.0 0.0200 1.0000 7.03 42 3C 6.0 combined flow 0.7 0.10 0.224 5.14 left 0.01 0.85 0.009 0.06 0.00 0.06 0.0010 0. 200 2.0 0.0200 1.0000 3.47 right 0.03 0.85 0.026 0.17 0.00 0.17 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 5.23 right 0.10 0.85 0.085 0.55 0.00 0.55 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 8.60 right 0.18 0.60 0.108 0.70 0.00 0.70 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 9.07 right 0.10 0.85 0.085 0.55 0.00 0.55 0.0010 0. 200 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 0.00102.0 0.0200 1.0000 11.06 right 0.22 0.75 0.165 1.07 0.00 1.07 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 6.20 right 0.08 0.80 0.064 0.42 0.00 0.42 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 7.03 right 0.10 0.70 0.070 0.46 0.00 0.46 0.0010 0. 200 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. 200 2.0 0.0200 1.0000 5.23 right 0.03 0.85 0.026 0.17 0.00 0.17 0.0010 0. 200 2.0 0.0200 1.0000 5.23 80 3C 6.0 combined flow 0.3 0.06 0.133 3.04 I 1 ■--I__■_�I� " I 1 I � ' : 1 • �I 11 I I ��-I-- I � •• 11 �I •: 11 ���-I-- I � •• �I •1 11 I I ��-I-- I • ®��I • 11 ��1 11 ��-I-- I ® •' 1 �I '1 STRUCTURE DRAINAC� D (IN) FLOW TYPE(FT2�(FT) INLET TYPE AREA PERIMETER A (ACRES) C I (IN/HR) CFS) TQ YD-1B 15"Nyloplast Yard Inlet 0.64 5.40 0.13 0.35 4.00 0.182 0.60 WEIR FLOW YD-1B 15"NyloplastYardInlet 0.64 5.40 0.13 0.35 6.50 0.296 0.83 WEIR FLOW YD-1B 15" Nyloplast Yard Inlet - 50%clogged 0.32 2.70 0.13 0.35 4.00 0.182 0.96 WEIR FLOW YD-1B 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" Nylopl 1 I --■----� 11 111 11 ' 0■�® GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch - 10 ft. 40 480 P JEFF PKWY - STA. 11+oo CROSS-SECTION T. TURN 475 LANE TAPER 475 470 m m 470 V V a W V a m 2 G \ \\ 465 Lu Lu Luw L � U, \ 465 ci M Ln l9 I O Ln NO O M O It I It It 't -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 48o P JEFF PKWY - STA. 11+50 CROSS-SECTION 0+30 0+40 475 2% SLOPE 475 — — RT. TURN — \ LANE TAPER \ 470 a uj \ 470 Lu Lu w w Lu Ln Ln \ 465 1 465 l0 a> rl N M N rlY O � M ul Ln Ln Ln Ln Ln t O -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 48o P JEFF PKWY - STA. 12+00 CROSS-SECTION 0+30 0+40 2% SLOPE 475 -- -- — m —� PRESIDIO APARTMENTS ENTRANCE 475 —� m V V w a' 470 Lu Lu w Lu \ 470 465 465 \ M Ln �p �p 00 It .1 m Ln m It � It It - -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 48o P JEFF PKWY - STA. 12+50 CROSS-SECTION 0+30 0+40 475 w fl� — — 475 m vv m \ 470 Lul w Lu Lu LA \ 470 465 \ 465 O O ei cI O O O l^ l0 M 00 00 r� 00 r� 00 00 r� 00 00 r� 00 r Ln � 0 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 485 P JEFF PKWY - STA. 13+00 CROSS-SECTION 0+30 0+40 485 48o j Lu Lu Lu Lu�, 48o 475 \ 475 Lu �, \ 470 \ 470 465 465 I rl O 00 O 00 O 00 O 00 O 00 Ln M O N LA 6 N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 485 P JEFF PKWY - STA. 13+50 CROSS-SECTION 0+30 0+40 485 480 -- -- -- --- r— — 48o 475 a \ 475 w w Lu w w �, Ln\ 470 \ 470 M Ln Ln O N 0 � q N 00 0 H 0 ci 0 ci 0 H C ci 0 N ci co00 0. I 00 ' l0 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 490 P JEFF PKWY - STA. 14+00 CROSS-SECTION 490 RT. TURN 8 485 LANE - - - - - - — °�SLOPz a TAPER 8 4 5 48o 48o 475 u Lu u Luw w wmw V Q \ \ 475 470 470 C l 00 ci 0 ci H M L!1 u1 OD 00 O 0 I� l0 1p LD N It00 N M 00 n;.1 M � 00 M M 60 0' M � M ry) M M M Q1 Ql Ul 'It Ll 490 P JEFF PKWY - STA. 14+50 CROSS-SECTION 490 485 2% SLOPE 485 — — — RT. TURN 48o m m a LANE TAPER 480 Lu Lu Lu a Lu Lum Ln Ln \ 475 — _ 475 M U?lp dl N O kD I� 00 Ql Vl k.D N 00 00 00 00 Ln 00 Ln 00 Ln 00 00 0 M 00 ci 00 490 P JEFF PKWY - STA. 15+00 CROSS-SECTION 490 2% SLOPE 8 4 5 — — — — - - - _ _ _ _ _ 10 APARTMENTS E TRANCE 485 — — �PRESI a � \ Lu \ 48o w w 48o 475 475 Ql 1p I'. �m . 00 00 kD 1p Lp 1p co 490 P JEFF PKWY - STA. 15+50 CROSS-SECTION 490 485 V a LT. TURN LANE a Ll X w 485 X X X w w w X w 48o 48o O 00 00 O 06 00 O 00 0 N 06 00 O 06 00 00 11-1 00 Ln 0 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 495 P JEFF PKWY - STA. 16+oo CROSS-SECTION 0+30 0+40 495 490 — 2%SLOPE _ LT. TU N ANE -- -- -- -- -- — 490 — — 485 m w w m m w w m 485 V w w w w w W wxu ttm w w w w 48o 48o O O O O O Lp M O 00 0) 0) a) 0) 00 00 � -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 495 P JEFF PKWY - STA. 16+50 CROSS-SECTION 0+30 0+40 495 �&b SLOPE v a a V V a a v 485 w m w w mm w m w w m w 485 O o rn IT O 1�_ Ln N a) N Ql c-I p1 ci pl ci M c-1 a) O p1 O Ql O Ql -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 495 P JEFF PKWY - STA. 17+00 CROSS-SECTION 0+30 0+40 :"L'7.j 490 _ z%SLOPE LT. TURN — -- -- -- — — — -- 490 V mw a a v m LANE v m V m w w w W w W V m w w w W wQ' 85485 uj 1p L!) N a> 1p M O O M M M M N N N N N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 V H 0 SCOTT R. COLLINS�Z C-) No. 35791 ILI ZONAL E� M ,I t I M e N N L CO ZzZ:)< O U) 0 0 u Ocl� z z ` U a w w F Lu o U) O O `< F�1 z O Q U U z a a u Lu L Lu J Q W � Lu � e LU L e w w Ice u u ce Lu F Lu Q Ln Ln N M O N M O N N .-4 ri t z 0 Q J Lu M TM I --I C ) N J Q c � z wLL CY) wQ N (n > z Lei "u z J O LL U cU) Q r Q Cn e O p (n O Q I --I LuU wC) oC 0 Lu Q O Q ul P-4 0— O w (f) M Lup > — U z J O W cn JLu Q LL _ CD LL o W o r-) N Q H rW-, Lu Z Of CL W (n JOB NO. 172131 SCALE 1 "=10' _ ® SHEET NO. 25 PHILIPS G GARDCO rw.e l� Sitm ♦AreaLocation: PrOlec[: CatNa: EcoFormC Type: 9US city: Notes: ECF-5 small - The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 26,400 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. 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X ara lzblew td GFantl WS RPAS Prorltletlwtfibla[k ECF-6 Gen2 09/17 pagelof9 fimsM1 stantla;0 LEGEND: PHILIPS G GARDCO P.WCL Wall Mount Location: CaLNo: Type: sconceLED mini 111Lcity: Notes: Philips Gardco 111 LED mini sconce luminaires are compact in size, perfect for low mounting height wall mount applications. 111 LED luminaires are designed to integrate naturally to wall surfaces. 111 LED luminaires are available with three (3) different distribution patterns, providing full cutoff performance (in the normal downlight position) and featuring LED arrays. Luminaires provide performance excellence and advanced Philips Gardco LED thermal management technology. High performance Class 1 LED systems offer potential energy savings of 50 %or more compared to HID systems. 111 LED luminaires are also available with 0-10V Dimming. Ordering guide example: 111L-16L-350-CW-G2-2-UNV-D1D-BK Prefix No. of LEDs DdVe Cuneet Cotel/Generation Dlatdbudon voltage COMroIs Electrical/Lumineire Finial, 111E 16 550 NW- 2 a] UNV PCB BK dw-UL 16 LED 350 35G.A CW-G2 Coo(WNW 2 Type It UNY 120-2- PCB Phota[ontrol FitSingle lusirW TaR1urM zoltlal module 550 -A S700K. 70 CRI Wide TIN -Optic. 5OW60hz Button' (120. 27-r wedge LED 750 75-A generadon2 with maximized 1-1.1111- 1. i20V DD 0-I0VID-.9 F] Doub.fustig NW-0Neultal WhIte 208 20V (208.240VAC)' WN Whtte 4000K. 70CRI genera 3 Typelll Preferred 240 240V F3 CanadMn tlouble llf"i P g BZ Bronze WW-Gal Watm WO 1(1CR1 WitleTM1rovx Optc Rh (m rovetl p 37127N (208240VAC) DGY Dark Gt MGY .dum Gre Y gen ,ration 2 It..a treat mrow DL oxasm Lens B 4 Type I YP Max WS Wall fac Boxior5uda[e Padfi Curtomers N forward throw dih optic Condd[ RAL 9penfyopNona1 colorRAL 0 OC-LGPot C RAUU211 CC Custom color (muslsuppRcolot CHIP for died faz.... e) 1. Provid-Itecifi-putvoltage, Dimensions Note Mounting islocatedand in lummaimlate the 2.3 the center of the Wmmaire width and 2 38" 5- 11/32" (6.03cm) above the Wmmaire bottom (lens 5- 1 down position), splices must be made in the J-box(byothex"1 Mounting dplat,,,m t st be securedb max 14 64cm`diameter bolts v ,bolt (by others) structurally to the wa0 30.79 cm 17.78 Cm 10-111 LED Spec_Sheet IV16 pegelof2 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. 5. ALL FIXTURES SHALL BE FULL CUT-OFF LIGHT FIXTURES. 1.0 FOOTCANDLES U.'i FOOTCANDLES I I � O • 0.0 1 11000 0.0 / / 0.0 / 0 � 0.0 / - \ 0.0 0 • \ V 0.0 0.0 SITE LIGHTING FIXTURE SCHEDULE LAMP FIXTURE MARK DESCRIPTION MANUFACTURER MODEL VOLTS WATTS QTY WATTS MODEL LED AREA LIGHT WITH TYPE 2 DIST., INTEGRAL DIMMING AND SLA2 4000K COLOR TEMP. MOUNTED 25'-0" AFG ON 32' DIRECT PHILLIPS GARDCO ECF-S-48L-lA-NW-G2-AR-2-UNV-CM30-HIS-BK UNV 1 159 LED 159 BURIAL CONCRETE POLE LED AREA LIGHT WITH TYPE 3 DIST., INTEGRAL DIMMING AND SLA3 4000K COLOR TEMP. MOUNTED 25'-0" AFG ON 32' DIRECT PHILLIPS GARDCO ECF-S-48L-lA-NW-G2-AR-3-UNV-CM30-HIS-BK UNV 1 159 LED 159 BURIAL CONCRETE POLE LED AREA LIGHT WITH TYPE 4 DIST., INTEGRAL DIMMING SLA4 AND 4000K COLOR TEMP. MOUNTED 25'-0" AFG ON 32' PHILLIPS GARDCO ECF-S-48L-lA-NW-G2-AR-4-UNV-CM30-HIS-BK UNV 1 159 LED 159 DIRECT BURIAL CONCRETE POLE (2) LED AREA LIGHTS WITH TYPE 4 DIST., INTEGRAL 2SLA4 DIMMING AND 4000K COLOR TEMP. MOUNTED BACK-TO-BACK 25'-0' AFG ON 32' DIRECT BURIAL PHILLIPS GARDCO ECF-S-48L-lA-NW-G2-AR-4-UNV-CM30-HIS-BK UNV 2 159 LED 318 CONCRETE POLE WLA3 LED WALL MOUNTED LIGHT WITH TYPE 3 DIST. AND 4000K PHILLIPS GARDCO 111L-16L-550-NW-G2-3-UNV-PCB-BK UNV 1 29 LED 29 COLOR TEMP. MOUNTED 15'-0" AFG NOTES: DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE MANUFACTURERS, TYPES, OPTIONS AND FINISHES WITH OWNER/ARCHITECT/INTERIOR DESGINER PRIOR TO ORDERING. Luminaire Schedule m l S bo Y 4 t Y Label abe Arrangement g Total Lamp Lumens ota a pP LLF Description o-0 8 SLA2 SINGLE N.A. 0.950 - - - - - ECF S 48L 1A-NW G2 2 0-0 8 SLA3 SINGLE N.A. 0.950 ECF-S-48L-lA-NW-G2-3 0-0 9 SLA4 SINGLE N.A. 0.950 ECF-S-48L-lA-NW-G2-4 E]o-0 4 2SLA4 BACK -BACK N.A. 0.950 ECF-S-48L-1A-NW-G2-4 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking & Drive Area Illuminance Fc 1.91 7.5 0.4 4.78 18.75 Property Line Illuminance Fc 0.05 0.7 0.0 N.A. N.A. J S / 0 '2 / '2.6 1 1 .3'5 4.1 '2.5 'L J / / -3.4 ;-3.7 -3.2 j ° '2.3 .7 .9 '1.8 '1 6 i 14 '16 0.0 IN 18 '2.1 '21 8 y7 .2 0.0 I 2.5 �2. 3.7-'3.3 '1 3 1 7 .� : \• / . ......... 0.0 .2 ' .2 �. -1 4 1 ILD 1 \ .. / 5 ,92 0 0 I• '1 0 '1 3 '1 3 '1 •'�'- ' 0.0 4 14 0 0.0 .9 3.7 2 6 '15 :Cfl1JRTYARD:. 6 8 a Z6' ' .3 '1 81 .7 1�7 d• 1 2. .1 8 "'4".6 -3.0\2,3 '1 7 0 3 2.4 ' 1 '1 '2. '2.5\ -3.2 'S 2 '3.8 -3 '2.0 ' -1, 8 2 `3:1 /3.3 2SLA4 0.0 2'3.5'. 5'4.4'3.0 .1 1. '.1 2'3 '3. 9 .2 3. '4.5 '4�29 -2. -1.5 ' 1 �o '2.5 3.3 '2.2 �9 .7 '4. '7 1.9 0.7 8 ' .4 ,3 SLA3 '3.0 26 1.8 ' .3 '2.9 '3.3 ..1 T. _ 4 1Y'1 6 '2.4 3' 2. '1:4 "1 2 '1 3 '1 3//'1.3 3/ 5 ' 0.0 .8 '2. S�AA2 4 2 4.3 `2/ ,: '' 1 '2. '2.7 3 1 6 '1 1. 0.9 '0 :>00, 1.9 / 0.0 / / '4.7 '�2 ' :7 1.6 ' S 1 2 "1.2 ' 2.0-7.8 33 '4�9 ��.3 . 1. 2.5 '2:0 '1 0.0 / 3.0'.3'2. .2. 3:1 '3.9 45' 5'1 1.1 '. SLA3 3.3 `25181 -10 '1.8 .3 '2.3 19 '1 3 '1 0 0. o0 0.0 / / .9 '1 '1 6 '1. ♦ . 7 '2,2 '3.0 2.0 3 18 1 3' 7 1.6 1 40000 0.0 / 7 '1 1.4 '1.3 ' .:;.t . , e '1 '1 5 '1.6 '1 '.. •. ' oo #2 .2 '1.8/1 4 8 ; , 0.0 20"1.8 ' . 1 2 ' t2 LDI 0 2.0 1,9 "10- 1.5 1.2 00 oe / 0.0 0.0 0.0 S . '3. .7 `2.0 .2 o000 ' Q ° 1: .7 0.1 5 '5.3 4.0 '2.7'12 1 L 2.0 " 2 1.3 �.2 1.1 '0.9 1 11.5 1.6 SLA .4 '1 '1:5 '1.3 '1:1: ' • : `0 9 '1.1: '1 4 `1 8 '2 2 ' .2 '2.2 '2:2 e :4 CLUBHOUSE 0. 6 2.2 '3.0 '41 '5.4 5.5 '4 3 '3.2 5 1 5 '1. �, ♦ 1 1.9 '1 1�4 ' 0. 1 1 '1 4 '1 8 %2 4 '2.8 ' I 1 2. � 20'25'3. 3.3'2.9'2.5'2.1 '1 6'16 2.7':6'2L 1.8'1 0'7' 9' 0 1 -136'2.2'2.9 6' 1,4 01.1 r '2.5 ' 9 '1 5 'L - - - - .. - - ' • ' . �. 4 '2.8 '2.� '1.6 1.2'2 POOL LA4 3. 2.4 V 1.3 0. 8 ' . '0 9 '1.0 ' 1.1i 2 3 '1 4 > 7 ,-2 ' 5 '2. -2. , / 2 3.6 7�7 0. 0 '1,2 'it '3. ,4 '1.7 '1,3 7 1 '1. `1 .1 '1 1 '0 '1 7 4 3.4 `�6 3 '7: � ! .7 '1.6 9 3 '1:5 '1 � 5 ,�> •'2.9 '3: SLA3 . © ! ! 1. 9 'L1 '1 4 7 1. '1. 2 9 1 '1,4 '1. '2. 2 � '0 6 '2 2 � 0 .12 '2.3 6 1.9/ ` OUNTING H GH = 25'- ' 4 ' : '1 ••• '1 2 '1 2 ' 3 '1 4 -4;1 "2.2 '2:9 '�3 ' 4 ' >"' ' ;. 1 '1 3 ' '2.0 '2.7 '3:3 2.5 '• o �� �� TYP ALL S F ES) 1 3 4 `i 1 7 `2:0 *2 '4" F 1 1 `i. 1 '1 3 `46 'T3'lN2.5 ' 3. ' ,�� ( - / \ ; �"2SLA4 1 1 1 1.7'1. .9 .2 .0 /, ' 0 09 ' g ' :. •°.. �y1.6, '2.1 '2 2.9 ° ,• � •. 2 3 � � 3 ' . •2. ' . 2 0 1 2 / 9 . 0 . 1 . \* ; • .1. 1 1 2„ - 0 '4.7 .. ' . '1:7 .1 - . 1 . •:a 1 3 1 1 2 0 1 3 1 6 1 9 0 5 6/I 7 \ �3 3 2� 2 1 9 din '1 '1.5 ` :6 '1 4` BUILDI t 1 1 3 `1.5 '1.8 22 '2.2 t L13'1.4'12.9'3.0'2.7-�'Z217'1 1 • 50'2.9'.4'18'.3' 0'1.2 0' 18't:4'1�'4'5'1 '1.9'2.4'3. '4: '5.0�.47. •2.1'2.1';1'1.9.1:6 9 41 ' 6 `2.8 '2.1 &: 1 '1.1 9 .6 '1 4 I. 2 '1.6 5 ' \ 3.1 WLA3 0 0 '2.1 '1 9�0 '2:2 '1.6 '1:2 0•• •, ,0 '2. '3. '2. '2.4 '2,0 j6 �4 '1 2 ' .0 ' .4 '2. '1 9 '1 't.5 '1 '1; • ° -� "• �.8 '2.4 `1.9 '1. 4''1.9 '1. '1'�, 8 : BUIL I G #5 � '• '1.3 ' :2 '1. , • '" ' 3 2 '2.1 '1. 5 '1 3 ' :. 2. '3:0 '3.3 '3.1 ' ` . '1 6 '1 2 1 0 ' �j '3.A 9'21 '1.6� 8 1 '. 8' o •. 6'1.6'1.3 L 1 17'17 13 1 9'.2'2.3' `i A �: °� `I -1.0 -1.2 L 3 3 '1 S 3 *1.9 '1 5 ' \ 1 '1.1 :1 `1.0 -0 0 3.1 ' .7 `2.0 � 5 -1: S 2: `i 1 7 11 2 0� 2 '1 1 '1. o 9 2.4 '1. '1.3 21 2. '1 9 -1.6 V LA3 0 R� 7 ' 3 \1 0 -111 4 '1 2 1 Q. o0 2.8 '2 b�1 6 ' .6 ' 7 '3. '2.0 0 9 3.8 8 '2.1 '1 6 l4 LA •` .9 '1 8 1:6 '1 3 '1 0. 2.7 '2.0„1 :. 7 '3.0 4. 6 SLA4 .8 '2.6 '2;2 '1 7 ' 0 '.8. 0 2.2 L 0 24 ' . '3. '3.6 '3.y-'3. 0 '2.3 '1.8 0 9 '3.2 '2.5 10*1. -1. B G #4 WLA3 BUILD I G#6 2 13 L5 V8 '` 5 8'3�'3:0'8�2'1.6 2'0 > 0 09 8'.7 -3.1 '3:0 *2.5 .1 9 `2:2 '1 9 1.0 9'3:6 2.6 'T:8 .3 . .0 7: 1' \ 0.0 4 `9 SLA '2.7 . - 1.3 'L 8 WLA3 0 .0 \ \ 0.0 \ 1.3 '1 8�'2.5 14�.6 .4 'LB 1 .1 '3.2 '4 6 '5.1 -4.1 '3 4 WL A3 \ \ 0.0 \ ° 3 3 '1. '1 8�1 8 '1 4 '1:1 '0.9 /\ / 0 SLA2 0 NOTE: \ �/ / '1 / ��0.0 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR 00 \ / o ' 3 '1,5 0 "2.� ? o.o MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE - 1.6 '1:9 ' • ' .3 `4 6. \ / � �► STORMWATER ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING \ 4.7 ' MANAGEMENT \ 00 RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER � � � FACILITY '0.5 / OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN \ \ 0.0 01 1 •0.1 '0.2 '0.3 \ \ \ MOUNTING HEIGHT = 15'-0" 0.0 ° RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED \ \\ I (TYP ALL WLA FIXTURES) 00 ONE-HALF FOOTCANDLE. S4A2 j/ 0.IT / ---- �MP 78 - 20M1 --- - ------ -- N/F Worrell wand & Development \\ D.B. 2544 op,,249-250 plat 0.0 \ 00 0.0 0.0 / D.B.2607 p 5,72-573 0.0 D.B.�0. lat \ \ \ \� ` 0.0 0.0 O673P• 8(plat0 \ o.o 0.0 \ 0.0 00 GRAPHIC SCALE \ \ 0.0 \ \ 0 �T- 50 c so 100 zoo \ \ \ 0 0.0 0 0.0 0.0 ° I IN FE A \ 0.0 \ ACCESS TO LEGO \_ °0.0 °.0 °° FARA-14OONTICELLO ' � in = ft. �SWTTkR.LS� U No. 35791 05/11/20 w� o��ssIONAL �C'��� N N t �LV m LV e Z z 0 zZ� U F ~ o O O z o U U zii � I x W Q a a U) U z Iti cn cn LLJ 1 \ N N Ln 00 °Q !r� co N CD N N Q Zw w J� w u z Q W U) J Q H� U_ I U) 1 z W � z Q Q J O �- H� � z U) Uj oC r=n V J J Q V J O I z O LL W Q U LL LU 0 w a � JOB NO. 172131 SCALE 1 f'= 50' SHEET NO. 26