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SDP201900075 Plan - Other (not approved) 2019-12-10
I' GENERAL NOTES OWNER: PRESIDIO PANTOPS, LLC 455 SECOND ST SE, 5TH FLOOR CHARLOTTESVILLE, VA 22902 MARTHA JEFFERSON HOSPITAL DEVELOPER: CASTLE DEVELOPMENT PARTNERS, LLC 230 COURT SQUARE, SUITE 202 CHARLOTTESVILLE,VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE,VA 22902 (434)293-3719 TAX MAP NO.: 07800-00-00-02OM6 DB 5224 PG 198 TOTAL PROJECT AREA: 22.47 ACRES TOTAL ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL WITH PROFFERS (ZMA 01-015), PRESERVED AND MANAGED STEEP SLOPES OVERLAY DISTRICT, FLOODPLAIN OVERLAY DISTRICT, AND ENTRANCE CORRIDOR DISTRICT TOPO & SURVEY: SURVEY PROVIDED BY ROUDABUSH & GALE DATED JUNE, 2017. TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY, 2006. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN AUGUST 2019. BOUNDARY UPDATED PER RECENT SURVEY PLATS FROM ROUDABUSH & GALE ASSOCIATES. DATUM: NAD83, NAVD 88 EXISTING TERRAIN: WOODED UNDEVELOPED PROPERTY SLOPING DOWN TOWARD THE RIVANNA RIVER AND INTERSTATE 64. PROPOSED: 250 RESIDENTIAL APARTMENT UNITS, CLUBHOUSE, AND AMENITIES (100) 2 & 3 BEDROOM APART. UNITS AND (150) 1 BEDROOM AND 1 BEDROOM W/ DEN APART. UNITS WATER SUPPLY PROTECTION AREA: N/A WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN ALLOWABLE DENSITY: PER ZONING APPLICATION PLAN - PARCEL I (16.65 ACRES) = 250 UNITS: 15 DU/AC. PROPOSED DENSITY: 250 UNITS / 16.65 ACRES = 15 DU/AC BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 60 FEET. THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4.20. SETBACKS: SEE PROFFERS, MAXIMUM FRONT SETBACK IS 30'. SUBDIVISION STREETS: CURB & GUTTER UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER FIRE AND RESCUE: AS REQUIRED, ALL FIRE FLOWS WITHIN THE APARTMENT COMPLEX TO SERVICE THE BUILDINGS SHALL BE A MINIMUM FIRE FLOW OF 1750 GPM @ 20 PSI. THE AVAILABLE FIRE FLOW IS 2,440 GPM @ 64 PSI. FIRE HYDRANTS SHALL BE SPACED ACCORDINGLY TO PROVIDE COVERAGE TO ALL BUILDINGS. AGRICULTURAL/ FORESTAL DISTRICT: NONE EXISTING VEGETATION: WOODED LIGHTING: PARKING LOT AND BUILDING LIGHTING IS INCLUDED WITH THIS FINAL SITE PLAN. LIGHTING SHALL CONFORM TO ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINANCE. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER AND COMPACTOR IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE APARTMENT COMPLEX. PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. PARKING REQUIRED: 2 PARKING SPACES PER (2) AND (3) BEDROON UNITS & 1.5 PARKING SPACES PER (1) BEDROOM UNITS 100 (2) BEDROOM UNITS = 200 SPACES 150 (1) BEDROOM UNITS & (1) BEDROOM UNITS W/ DEN = 225 SPACES TOTAL PARKING SPACES REQUIRED = 425 SPACES (INCLUDING 12 HANDICAP SPACES ALL OF WHICH ARE VAN ACCESSIBLE) NOTE: A TOTAL OF (9) HANDICAP SPACES INCLUDING (2) VAN ACCESSIBLE SPACES ARE REQUIRED FOR ADA REGULATIONS PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 406 SURFACE PARKING SPACES AND 20 GARAGE PARKING SPACES = 426 PARKING SPACES STREAM BUFFERS/FLOODPLAIN: THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS 100-YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER FEMA MAP NUMBER 51003CO145D ADOPTED FEBRUARY 4 2005. NO IMPACTS ARE PROPOSED FOR THE EXISTING STREAM BUFFER OR 100 YEAR FLOODPLAIN. THE PROPERTY IS WITHIN A STATE DAM INUNDATION ZONE AND FEDERAL DAM INUNDATION ZONE ALONG THE RIVANNA RIVER. ALL PROPOSED DEVELOPMENT SHALL BE LOCATED OUTSIDE OF THE LIMITS OF THE INUNDATION ZONES. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE GRADING PLAN SHEETS 6 & 7. RECREATION: REQUIRED: 250 APARTMENT UNITS x 200 SF = 50,000 SF PROPOSED: CLUBHOUSE AND POOL = 19,500 SF DOG PARK = 2,300 SF BEER GARDEN = 1,400 SF COURTYARD = 9,500 SF TRAILS/WALKING PATHS = 18,500 SF TOTAL = 51,200 SF NOTES: 1. THE PRIMITIVE WALKING PATH SHALL BE AVAILABLE FOR PUBLIC USE TO ACCESS THE RIVANNA TRAILS. THE PRIMITIVE TRAIL AND ANY PROPOSED OR POTENTIAL TRAIL -RELATED INFRASTRUCTURE WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. 2. PER COUNTY CODE 18-4.16.3.2, RECREATIONAL EQUIPMENT AND FACILITIES SHALL BE MAINTAINED IN A SAFE CONDITION AND REPLACED AS NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER IF RENTAL UNITS OR A HOMEOWNERS' ASSOCIATION IF SALE UNITS. 3. PER COUNTY CODE 18-4.16.3.3, RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY (50) PERCENT OF THE UNITS HAVE RECEIVED CERTIFICATES OF OCCUPANCY. LAND AREA: BUILDINGS: 2.64 AC. (11.7%) PARKING AND TRAVELWAYS 4.00 AC. (17.8%) SIDEWALKS: 1.46 ACRES (6.5%) RECREATIONAL AREAS: 0.83 ACRES (3.0%) OPEN SPACE AREA (PART OF THE OVERALL MJH OPEN SPACE): 10.33 AC. (38.3%) OPEN SPACE WITHIN THE DEVELOPMENT AREA: 9.98 AC. (33.0%) IMPERVIOUS AREAS: 352,885 SF (8.10 AC) TOTAL PARKING AREAS AND TRAVELWAYS: 174,260 SF SIDEWALKS: 63,510 SF BUILDINGS: 115,115 SF PAVED PARKING AND CIRCULATION AREA: 174,260 SF CRITICAL SLOPES: MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. IMPACTS TO MANAGED SLOPES ARE CONSISTENT WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. NO IMPACTS ARE PROPOSED TO THE EXISTING PRESERVED SLOPES, EXCEPT FOR THE PROPOSED PRIMITIVE TRAIL THROUGH THE SITE AS SHOWN ON SHEETS 4 & S. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STORMWATER MANAGEMENT: A STORMWATER MANAGEMENT WET POND SHALL BE CONSTRUCTED AS SHOWN ON THE GRADING AND DRAINAGE PLAN. THE WET POND SHALL PROVIDE WATER QUALITY AND DETENTION FOR THE OVERALL DEVELOPMENT AREA. THE TOTAL DRAINAGE AREA TO THE WET POND IS 11.29 ACRES. ADDITIONAL WATER QUALITY NUTRIENT CREDITS AND/OR SWM DEDICATED PRESERVATION AREA MAY BE REQUIRED TO ACHIEVE THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. A FINAL WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL, PRIOR TO LAND DISTURBING OPERATIONS AND PRIOR TO FINAL SITE PLAN APPROVAL. O PRESIDIO APARTMENTS ea m �A= FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 250 APARTMENTS UNITS (CODE 230) ADT: 1680 VPD (840 ENTER/ 840 EXIT) AM PEAK: 128 VPH (26 ENTER/ 102 EXIT) PM PEAK: 155 VPH (101 ENTER/ 54 EXIT) RIGHT /LEFT TURN VDOT CALCULATIONS PETER JEFFERSON PARKWAY EXISTING TRIPS (BASED ON 2017 TRAFFIC ANALYSIS FOR A POTENTIAL REZONING ON THE PROPERTY) VPH: PETER JEFFERSON PARKWAY EASTBOUND: PEAK AM: 194 TRIPS PEAK PM: 322 TRIPS WESTBOUND: PEAK AM: 408 TRIPS PEAK PM: 210 TRIPS LEFT TURN ANALYSIS: PROPOSED TRIP COUNTS MEET A LEFT TURN WARRANT RIGHT TURN ANALYSIS: PROPOSED TRIP COUNTS AND TURNING MOVEMENTS WARRANT A RIGHT TURN TAPER FOR BOTH ENTRANCES. NO RIGHT TURN LANE IS REQUIRED. oaa. SHEET LAYOUT SCALE: 1" = 100' C�� a ADDITIONAL NOTES: 1. ALL OPEN SPACE SHALL BE PRIVATELY OWNED AND MAINTAINED. 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAY AND TRAVELWAYS AND WILL NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER. 4. THE PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 5. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO289D ADOPTED FEBRUARY 4, 2005. 6. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 7. STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 8. PUBLIC WATER AND SANITARY SEWER EASEMENTS AND ALL LANDSCAPING MAINTENANCE EASEMENTS SHALL BE ESTABLISHED AND PLATTED IN CONJUNCTION WITH THE FINAL SITE PLAN. 9. ALL MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR (INTERSTATE 64 AND RICHMOND ROAD). ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR BY FENCING AND/OR BUILDINGS TO PREVENT THE VISIBILITY OF THE UNITS FROM INTERSTATE 64. 10. THE PRIMITIVE WALKING PATH SHALL BE AVAILABLE FOR PUBLIC USE TO ACCESS THE RIVANNA TRAILS. L�H °-,O SCOTT R. COLLINS'Z No. 35791 ,'Ll l ONAL E��Z F. T PROJ�'CT IN =TE VICINITY MAP SCALE: 1" = 1000' SHEET INDEX TITLE SHEET COVER 1A PROFFERS 113 EXISTING CONDITIONS 2 OVERALL LAYOUT SHEET 3 LAYOUT PLAN 4 LAYOUT PLAN 5 UTILITY PLAN 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 NOTES & DETAILS 10 NOTES & DETAILS 11 LANDSCAPING PLAN 12 LANDSCAPING PLAN 13 LANDSCAPING DETAILS 14 DRAINAGE MAP 15 DRAINAGE PROFILES 16 DRAINAGE PROFILES 17 WATERLINE PROFILES 18 WATERLINE PROFILES 19 WATERLINE PROFILES 20 SANITARY PROFILES 21 SIGHT DISTANCE PROFILES 22 DRAINAGE CALCS 23 DRAINAGE CLACS 24 ROAD CROSS SECTIONS 25 TOTAL SHEETS 26 LEGEND I EXISTING CULVERT CUL VERT 0 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6.. DEPTH OF EC-3A DITCH EC-2 DITCH g" DEPTH OF EC-2 DITCH EARTH DITCH ® DRIVEWAY CULVERT BENCH MARK _ _ _ _ _ CLEARING LIMITS EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT rn w Q N o � wi ul z C'7 rn N cy) clq N N Q LU J_ U) Lu Q U Lu U) Lu Lu U) Lu rQ V N z Q J a- Lu U) Q I --I LL V z Lu G LL Q Q O 0 V J Lu oC J H� r� V O z ,0 V I Lu LL LL Lu Q 2 oC U Q w O U Lu C w O G w oC = a � JOB NO. 172131 SCALE N/A SHEET NO. 1A LNH 0� SCOTT R. COLLINS'� No. 35791 111 IONaL J Z z O O a z g U w o � z J o Q 7 z_ > W/ � Q IJ. ~ z rn w Q N o � z Q UJ C7 I� C'M d� N J C Q IZ—I O L.L N (n Q z J J � Q W 0— U) O p oC Q LL _ O U W oC W J I� W (n 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 8-5->)3 MARTHA JEFFERSON HEALTH SERVICES AT PETER JEFFERSON PLACE ZMA 01-015 0 illustrations submitted as part of the Owner's rezoning materials shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. In addition to the provisions of Exhibit the Owner further reserves the right to develop the Property in phases {which may involve the made by the earlier to occur of (i) dedication by Thomas Jefferson Foundation, Inc. of the portion of land identified as tax map parcel 7$-31A that is located within the 100-year flood plain into the Rivanna River Greenway System; (ii) final site plan approval for any development on Parcel _ COUNTY OF ALBEMARLE Department of Planning & Community Development PROFFER STATEMENT reasonable use of surface parking prior to ultimate buildout of the Property as I shown on the Application Plan {if applicable, in which case such site plan aot %lclntire Rona, Room 218 shown on the Application Plan), and to make reasonable modifications to the will include reasonable provisions for access to the Greenway System); or (iii) Charlottesville, Virginia 22902--1596 {434) 296 - �823 The following parcels are subject to rezoning application ZMA 01-015 and thus to conceptual grading plan shown on sheet AP-3 of Exhibit B {provided that the final subdivision plat approval for any development on Parcel I shown on the Fax �a3a) 972 - ao 12 this proffer statement: tax map parcels 78-20M, 7$-71, 7$-71A and 7$-31I (the finished grades not vary by more than ten (10) 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 78-20M, 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 Owner elects in its Michael Matthews Company, L.C., it successors and assigns. The owner of tax map parce178-31I is MJH comply with the Peter Jefferson Place Design Criteria and Guidelines dated sole discretion to make such dedication at an earlier date it may 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 control 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 01-01S, employees and agents of the County Department of Parks and Recreation may have reasonable access to the portion of the Property to SP-01-57 Martha ,Jefferson Hospital at Peter Jefferson Place requested, and further acts to grant the requested special use permits for a hospital and buildings blend with the surrounding landscape, not contrast with it. be dedicated. structured parking garages, the Owner shall develop thie Property in accord with the b. The use of white materials will be NOTES: — \ / 1. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP �H NUMBER 51003CO289D ADOPTED FEBRUARY 4, 2005. I 0� MATCHLINE A - S E THIS SHEET (1N T� 2. SURVEY PROVIDED BY ROUDABUSH & GALE DATED JUNE 2017. TOPOGRAPHY IS / / — \ ° c NC XX D"40 4pg1 000 BENCHMARK = EX�STI G � � \ � �W� � ' � Q \ R_ 40. I'll SANITARY SEWER' N p�E AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY, . I \ I �48 I coNc '310 312 _4 co -- ? TOP ELEV — 446.92 MANH 2O06. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY 2018. / —R. COLLINS \ 3. MANAGED AND PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. / u o. 35'791 NC � 4. 100'WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN HEREON � � � s � � �I I � \ Q 'SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER �ONC NC CONC ONPROTECTION ORDINANCE.XjCNAL / I I III CONC ry 'V66 � o '06 , M °°" \ NC --- �� TMP: 07800 00 00-031 H0 coNc OWNER: GAHC4 CHARLOTTESVILLE \ 11 I \ Q / VA MOB, LLC � - --- � N35o - ZONING: PLANNED DEVELOPMENT \ TMP: 07800-00-00-020M5 ��� / / / / \ \ \\ \ V / / _ �51 82.078'� h oo MIXED COMMERCIAL { , / 70, cb`b M ACREAGE: 7.38 AC I— / / \ /r l / l tiS DB/PG: 4818/286 OWNER: PRESIDIO PANTOPS, LLC � Q coNc / / i �• � ZONING: PLANNED DEVELOPMENT / / / / / / I \ _ \A \ \ \\\ �� ��� / V 9° °0 `b MIXED COMMERCIAL % / / I / / / \�? \\\ \\ / V �� 0 0� �d z m ACREAGE: 4.51 AC °�O°,, �n CO �� �\ DB/PG: 5224/198 w Lu SpNIS IN HARDWO/D C) T ETY ) o a wILu 111 \ >< W J� �\ \\\�� i/9� / /� ��\ \ ,' � �\\\ I �` DC 30' WI� ACCESS w, �° \\\\ \ \ z II I I M AS ME T \ 1 �\ \ I I I I c�N \� o �IN� � � Rq�E ��,� > \ WI/ III l / /� J A F� / w , I / / / / v LU PORTION/dF CUkB,A GUARDRAIL LONG >> ?� �/j/� �S0 / / // /\_ U) o O 9 �. PTR JEF ERSON�PAI�WAY TO BE RE OVED �s�3_ 7I/ z rn ,� of II , // / / / �� / I I / / / / F R APARTMENT�COMPLEX ENTRANCES 2° / Lu LU X ING TR DELI E \\ V /V � w coNC / r-I EXIS G 12„ WATERLINE/ TO PROPERTLu / MATCHLINE A - S E THIS SHEET %_ — _ / lI III III IIIII III I I I II I I\ 1 \ VE DTING GRAVEL RMO l— —_ E BE REMOVED 470� E / cyi \ \ U' 41 /11 _350— / �3� �� % / I �\� V A /� 5 Cy) cl EXISTIN MANA / - - - 0� V -_ - Nfi3° 059:09"V3o-y _ \ O /Z S P3 / A - - 57- - — .965' —420 — I N — �XI ING PIN /HARDWOOD � < � / I / / � Z .. \. TR E (TYP.) �/� Lu i� �-ll0 74�48�'R _> c^ - EXISTING PRESERVED / / o \�?/ // /\ / II I l/� / ^°'�� \ �� VA V — W SLOPES TO REMAIN (TYP) 2���� , i� „/ / , , / , l l ✓ � ��/ A > > l l � � �\V�/// ,/� CO / //• 0�/ J�� // // I I �� I / )I I ) — \\ 1 P: 0?00�-0002\ - Q no 0OER: �ORRELL L ND & DEVEL0PMENTSOMPANY LLCM 70-Q-06 ER: PR SI PANTOPS,,LLC\ PLANNED DE`�EL©PM IXED-COMMERCIAL ACREA E: 29.63 AC ` \ \ACRE GyE: 22 4NN DEVELOPMENT MV ( COMM RC \ / I I I I I I �3 / / /� \ DB[PG: 4069/267, 2544/2449,60i/5" 73/18 \DB/PG: 5 /19Lu — 1 �XISTJNG T E�N =� I I I I o I I I \ \ \� v v — — _ _ _ U) VAI I Lu A� A A V A 100-YEAR LLI REAM BUFFER I I I / / / / / / \ \ ��� co I 1 \ — — SWM ACCESS EMEN � �� — \ � �\\ // /� \�\ 1�` `� � �\ILL — I—__— \ U) EXISTING PIN�fH \ \�� / � \� / / I I I _ � \ \ � — �� � —Lu \\ °\ \TREES (TYPE 390� \ ALE \ \� -- Q — \ \ -- 370-- / �� A 0-- \ 0 �30 60 20 -4 _ V A • — \ ( IN FEE ) — z Q Lu V 1 J Q z LL 1 z Lu � z O O Q 0 0 0 0 Cn U Lu CD inc OL F� J � Q � � x Lu I..L V) 0 z 0 oC Lu LL Lu I oC u 0 C w G w a U) JOB NO. 172131 SCALE lit=60' SHEET NO. 2 w 0 Liq "s MATCHLINE - SEE THIS SHEET I la°� s AC m L \ I LN�wtSj= 02� Z 'Om� n o Nm — \• m \ FLOODPLAIN OO \ \ \ o\o \ \o \ O \ I \ NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 00 N CD \ `��I� / �,� �s0 TMP: 07800-00-00-020JO OWNER: JDM II SF NATIONAL LLC C/O STATE 0 FARM MUTUAL AUTOMOBILE ZONING: COMMERCIAL OFFICE ACREAGE: 19.88 AC DB/PG: 4475/728 3/4 STORY BLDG 34 UNITS STREAM BUFFER—, B G I \ ' 6a�4o' o/RT ro r/ . Mq L #'��/�`..`.`.`.. \ 7�E 2 �FaF^F9RFS 3/4 S RY BFrFRSFCTi N 42 N �'Q p SIGHT DISTANCE = 396 ,..,.LL.,.`.,. \ AA z � � OPEN EXISTING CREEK SPACE / \ / � \ \ MAINTENANCE BUILDING i MAIL KIOSK ILDI ..� 3/4 O BLDG N NITS =. O S ®b0 CLUBHOUSE �� N6� PPP � -• �-. ° : � 't ' 0 DUMP OPFN S P� �) - TMP: 07800-00-00-020M1 OWNER: WORRELL LAND & DEVELOPMENT COMPANY LLC ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL ACREAGE: 29.63 AC DB/PG: 4069/267, 2544/249, 2607/572, 1673/6 18 — i i i i i GRAPHIC SCALE 0 25 50 100 200 i i ( IN FEET ) i I inch = 50 ft. 0, 15' 06.69"E 26.74' \ (�-)N LTH 0 T R. COLLINS'—, o. 35791 11:1 jONAL E�wo J 1= ZCnz O co � O a z Q U J a w CJ U) � z O z /\ > IL W L Q W. Elm Ul H z LU w u z I� W J Q z LL I U) z Lu Q 0— ::D Q 0 0 >- Q Lu 0C � a- Lu J Q 0 I --I 0 z 0 Lu LL LL Lu r'1 Lu Q 2 LL w w JOB NO. 172131 SCALE 1 "= 50' SHEET NO. 3 \ \ PROPOSED CG-6 (TYP.) \ NOTE: RELOCATE GUARDRAIL a �� \ WITH INSTALLATION OF \ RIGHT TURN LANE, PROPOSED MILL & OVERLAY. po�6 \ I SEE DETAIL, SHEET 10. ' PROPOSED MILL &OVERLAY. \ SEE DETAIL, SHEET 10. '( \ PROPOSED RIGHT �� S�G� j / Q�� / ,TURN LANE TAPER \ oo p i p PROPOSED PRIMITIVE TRAILWAY. P / NOTE: TRAILWAY SHALL BE / sTo� ° a c AVAILABLE FOR PUBLIC USE TO PROPOSED SIGNS ALONG THIS SIDE OFROADWAY - "NO PARKINGFIRE LANE" \ ETER P RRN OpOSED / ACCESS THE RIVANNA TRAIL. , \ \ D ° J�FF�R S�GyT O --- 10TR - DEDICATED J � ROPOSED WALLS \ PROPOSED 5 CONCRETE_SIDEWALK ` E SIDEWALK_ - / OPEN SPACE PROPOSED5'CONCRET .y m ' ° ° N- PROPOSED CG-6 (TYP.) / / • ' 100' TU LA 10.33 ACRES y y, . v \ NE Co / PROPOSED WALL / U O ° PROPOSED MILL & OVERLAY. ' . , _ Nh AI SHEET 10 / r v v v Y ��- SEE DETAIL, PROPOSED 3'yCONCRETE SIDEWALK Q y Y . • Y ' ' PROPOSED CG 1 (Y 9'x20' PARKING y Y °O PROPOSED RIGHT I s ° °"° e 2 (TYP.) SPACES (TYP.) OY , v v °° s ° o PROPOSED PRIMATIVE TRAILWAY. I y' r .. " v v , v' r v ' yy TURN LANE TAPER PROPOSED 5' CONCRETE SIDEWALK ° SEE DETAIL, SHEET 10. IAl AI I � yy.vvv Yy. .yyyv vy v v Yy v _— ° I U y 3 ° I � � MAXIMUM SE ACK LINE Q° ° ° °° v y 1 v v v v v " v v v v vv v v v '" y v v v v ° v v v v v v v v v v v v M r. O 0°° yLCOl1G��YARD.y PROPOSED WALL 62 PROPOSED 16' PUBLIC O °- ACCESS EASEMENT � °00 vyyyy1yr 1yYyyyyyv..yyyyv ''- o I � O ��R � 11 a r . vvv .vv yy L Y CONCRETE STEPS (3)PROLPOSED CG-2 (TYP.) ° sp I BUILDING #1 yy ryy vy v 3/4 STORY,BLDG °0 4 UNF S O PROPOSED CG-2 (TYP.) °° ° °° ° 00 zs� 00 c ° ° a o ° ° ° � I 1 CONCRETE STEPS (3) PROPOSED CG-12 (TYP.) �.. PROPOSED CG-12 (TYP. O PROPOSED 6' CONCRETE SIDEWALK °> Q O° PROPOSED WALL 15 Oo /I ° BUILDING #2 9' 3/4 STORY BLDGI / 3'R ° a o 46 UNITS cL PROPOSED GUARDRAIL PROPOSED WALL ° 2S. 'PROPOSED CG-2 (TYP) PROPOSED WALLS A ° PROPOSED 6' CONCRETE SIDEWALK ° 3'R DEDICATED o Z / f OPEN SPACE $ \ 10.33 ACRES PROPOSED CG-12 (TYP.) °o \ N PROPOSED WALL 1Aj CONCRETE STEPS (9)- WAY 1 PROPOSED 5' TRAILIPROPOSED CG-12 (TYP. 3R 3 R CONCRETE STEPS (3) � I y ° ° D° ° 1 91 ry ° Al 12 PROPOSED WALL °\ Z/ \ ° ° EXISTING PROPERTY BOUNDARY ° 13 PROPOSED WALL 10 O CLUBHOUSE ° 9'x20' PARKING SPACES (TYP.) 15 R 4'° o PROPOSED 5' CONCRETE SIDEWALK / 3,R \ PROPOSED 6 CONCRETE SIDEWALK PROPOSED 6' CONCRETE SIDEWALK / 3'R CONCRETE STEPS (3) 70 �° \° ° O NOTE: WALLS WITH HEIGHT OF 6' OR GREATER SHALL REQUIRE HANDRAILS. O PROPOSED CG-12 (TYP.) SEE DETAIL, SHEET 10. / Q ° �� ° U B IL�ING #4 ° e PROPOSED PRIMITIVE TRAILWAY. ° NOTE: TRAILWAY SHALL BE ° ° / �O�/ / 3/4 STORY BLDG AVAILABLE FOR PUBLIC USE TO o 3R O �� 3�42 UNITS ACCESS THE RIVANNA TRAIL. ® \ O° CONCRETE SIDEWALK POSED WALLS NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. GRAPHIC SC1 15 30 60 ( IN FEET 1 inch = 30 170 07 T SCOTT R. COLLINS' No. 35791 � ��`s'sI ONAL 1yo0% ;/ L9z Q W c~ ce) (n N J c� Q � z OJT) LL w N (n w Q > z � W z J J U) Q Lu Q z I- O O L9 Q z Q v ZD w O w Y a Luul J J /^' Q v / �u cL zW (n W O U z O J W cn Lu J Q LL U LL O W 0 O r"1 N Q 0 C w G w JOB NO. 172131 SCALE 1 "=30' SHEET NO. 4 4.4sel OPOSED 6' CONCRETE SI DPOSED CG-12 (TYP.) BUILDING #4 3/4 STORY BLDG--,, 0 o OD O ° O ° O A I UHLINE -SEE SHE T Q R ° j C/ p ° m . ° D ° ° �® u -PROPOSE 3' CONCRETE, SIDEWALK / W ° PROPOSED ALL BOG PROPOSED 3' CONCRETE SIDEWALK �6a e O a / / a PARK: �I o ��. Z6\ 2�, PROPOSED FORCE MAIN PROPOSED STEPS 4 PUMP SYSTEM D O pry It e ° PROPOSED 5;CONCRETE SIDEWALK °a 7111�PROPOSED CG-2 (TYP.) ----- -- --- / PROPOSED WALLS f �R PROPOSED 16' ACCESS EASEMENT / / i 20 R .e . � 3 R PROPOSED 6' CONCRETE SIDEWALK 9' 6),O , \ � 4 � I D / yA o PROPOSED 6' CONCRETE SIDEWALK ��'°� / 1 (14 ° ° e PROPOSED STEPS ° �°� PROPOSED STEPS (3) � 00 ° > 12 PROPOSED SIGNS ALONG THIS SIDE OF i° 00 9' 9' ROADWAY - "NO PARKING, FIRE LANE",/ o (ypJ M �� \ 12 PROPO 9' PROPOSED GUARDRAIL / DUMPS (TYP) PROPOSED STEPS (3) Q- 12 PROPOSED WALL v 0 18 ` � , EXISTING PROPERTY BOUNDARY I PROPOSED WALL u? 10 S CLUBHOUSE r I PROPOSED 5' CONCRETE SIDEWALK 9'x20' PARKING SPACES (TYP)� ° S� / 3'R / n ° b PI ' Al PROPOSED 6' CONCRETE SIDEWALK 3`R / �CONCRETE STEPS (3) ° - NOTE: WALLS WITH HEIGHT OF 6' OR GREATER SHALL REQUIRE HANDRAILS. / / Gj O PF SEE DETAIL SHEET 10. � c" O / ° �° / O PROPOSED PRIMITIVE TRAILWAY. NOTE: TRAILWAY SHALL BE ®® ° / c" O AVAILABLE FOR PUBLIC USE TO ACCESS THE RIVANNA TRAIL. ® ° �6'�j yA 3 R O D ° 13 a ° BUILDING #3 D D ° ° ° 4 STORY BLDG ° ° '` /}J o D a ��� �` ° ° V 48 UNITS Cl) V � 0 _ 16 1 PROPOSED CG-12 (TYP.) POOL yp O o ° ° � 0` J ° A a a a , 18 EXISTING 100' STREAM BUFFER eAgyTH 0P SCOTT R. COLLINS'Z ,� No. 35791 .11. Q� w ZONAL E� BUILDING #5 ' z Q ��y9 PROPOSED STEPS (16) PROPOSED WALLS PROPOSED STEPS (3) ° O 3/4 .STORY BLDG � ' ° A 42 UNITS Lu �N EXISTING PROPERTY BOUNDARY J / 0 13 w PROPOSED WALLS ti � 3'R O PROPOSED STEPS (8) PROPOSED 5' CONCRETE SIDEWALK I�-I 100'R ('7 \ 9 D a : 3R m PROPOSED GRAVEL ACCESS ROAD WITH GATE ACCESS TO RIVANNA ypJ o N J TRAIL - SEE DETAIL, SHEET 10 12'R � 00 ' Q w_ 13 o000O PROPOSED CG-12 (TYP.) O e PROPOSED 6' CONCRETE SIDEWALK I —I ° O PROPOSED 6' CONCRETE SIDEWALK 00 u— PROPOSED CG-12 / (TYP.) PROPOSED �, ° PROPOSED 5 CONCRETE SIDEWALK ALK PROPOSED WALL CV CG-2 (TYP.) O 3R O O z w Q TRANSITION TO ROLL -FACE CURB 00 PROPOSED WALLS W FOR DRIVEWAY ENTRANCE �� 11 PROPOSED STEPS (� ° i Ld PROPOSED 00 =111=�_' CG-2 (TYP.) 00 PROPOSED �ii \ 2'R 9 \ 15 STORMWATER' yQ� 0Typ I MANAGEMENT (n Q \ , � � ,� � �Q • I �J o / W � FACILITY Z WET_POND Lu Q 11 Q I PROPOSED WALLry �l % D _Al — — O �° � Z ° � ullll o , 17 O ° � 3R ' II � _ � I � / 6 � O 70 yp „_iii=ii�l11��111=III ����I 1 II_I-- II III �� III- - III =11=111-� =111=11_I=Illlll=III=III ����111=111=Illlll=III=111�II� III=1_ 11=_ IIIIII11 i- il-- I_ _III 8' 0 -111 11-- II -III- III-111-III _il 1111-- III -III-- III= i o II PROPOSED =11_I Illlll 111 111_III- _III 11= -I III u - -III 11111- I ill_ I- I _ _ CG-2 (TYP.) � 1 _-iii- I O Q _ � 111== � 11111=_ -III�IIIIINII-111��II=1��-1=L � _II_I -���, � 1i1-111 �I ii1=IIIJII- � W � Q 9 �l l NOTE. Zit=111=111- 111=III- ,i,� , orb o I I O y 3 R ti- / R END PROPOSED VDOT STD. CG-2 — O \ '° �'' Epp 3 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY Q I I PROPOSED CG-12 (TYP.) \ 15� / CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION FTul PROPOSED DRIVEWAY AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. I --I I I 000 / T�FFT — 125'R a ACCESS ROAD 2 AND SHALL ONOTIFY LL CONFIRM ALL I ENGINEER OF ANY IN ISSUES OR DISCREPANCIE, AND ROAD ES. ECTIONS, w PROPOSED WALL — — — -� a 3. 10 REPRESENTS ONE PROPOSED PARKING SPACE. Lu 125 R PROPOSED SIGN \ PROPOSED SIGN / 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". I I "NO PARKING - FIRE LANE" ��Qj �"NO PARKING - FIRE LANE" / 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING O V�� 85,000 LBS. U) 9� 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, CO '� PROPOSED SIGN �CC'�\, / PROPIERT CING ESDTHROUGHOUJACENT OT CONISTR CTIONES SHALL OANDINUE UPON OCOMPLIETION SERVCE THE OFW cn DTHE JACENT � O 0 J 00 "PRIVATE DRIVEWAY S' PROJECT TO THE FULLEST EXTENT POSSIBLE. ° BUILDING #6 & WALKING PATH 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND lllul � 3/4 STORY BLDG 2g0R� / BOUNDS. W 34 UNITS 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. Q ILL. PROPOSED 5' CONCRETE SIDEWALK O O PROPOSED 6' CONCRETE SIDEWALK PROPOSED 5' / 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR - O PROPOSED 5' PRIMITIVE TRAILWAY �2 / SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM O w 00 PRIMITIVE TRAILWAY DEDICATED THE ENTRANCE CORRIDOR. O) r—n 10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE \ ! / OPEN SPACE / BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED Q \% O� ENGINEERED DESIGN FOR THE WALLS SYSTEM. C\> 10.33 ACRES / / O 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN j PROPOSED WALL / ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. - --- / ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT v Q LIMITS OF PROPERTY VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.ui z w / 12. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT C _ PROPOSED PRIMITIVE TRAILWAY. / a U) COMPLEX. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE NOTE: TRAILWAY SHALL BE / / WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE JOB No. NOTE: VISIBILITY OF ALL MECHANICAL AVAILABLE FOR PUBLIC USE TO GRAPHIC SCALE / APARTMENT COMPLEX. 172131 EQUIPMENT FROM THE ENTRANCE ACCESS THE RIVANNA TRAIL. 30 0 is 30 so 120 / 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO SCALE / PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS 1 ,t-3O, CORRIDOR SHALL BE ELIMINATED. I MEMO/ PLAN SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY O / / 14. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEET 2A. ALL PRIVATE YARD DRAINS SHALL HAVE A 10' PRIVATE DRAINAGE EASEMENT. SHEET No. 5 ( IN FEET ) 1 inch - 30 ft. 1 bEE UFO-51 I E= bEWER NLAN� ` ` \ I I / FOR CONTINUATION OF \ s / PROPOSED SANITARY SEWER M H-5 \ PROPOSED 8" GRAVITY `\ 1 REMOVE PLUG AND TIE-IN SANITARY SEWER ` S I s` o TO EXISTING 12" WATERLINE \ \ 1 / �° WITH A 12"x8" REDUCER \ 20' SANITARY I I y 1 w\ \ 'SEWER EASEMENT II / I Gj °o ,� �♦ vy�� y°1vvy �° 1 l 0= D vY°�" y'yrYy'vvv ° ♦D I /1 1 '� °Oo ��`,'►y�vL v v L \,`v v -a I I / II ,� II � ♦I � r .y yy. yy�y�v�vyyv y . YyYVYy yyy yyv yyv ,v yyv ." v° vY v y . y r .. L — _ °_ _ _° a e � � � II yy vy .y °y.Y•v. .y — — I / I I °Oo � `��`.�• .y yyY °. v, yy. ,y � ISIoP \ 1 1 I I♦vim II ��� o v v v v v v v v v v v D I 1 � , II r �y� yyyyvY yyyy."°v.y,"°-vv Lyy• I _ --- . vv ma D I I I Oo PROPOSED I PROPOSED 6PVC " 4" FIRE LINE °o ° '► 1 ♦ 1 I N SANITARY SEWER LATERAL 1 PROPOSED 8" ," v I I v v I♦ PROPOSED Oy ' ' . r yy , v vY vy y.. rY ° D DI WATERLINEI O D I I e 4" WATER LATERAL y I ♦ O PROPOSED WATER I I \ 2" METER VAULT 1v' I ♦ SERVICE LATERAL/ � � 1 ♦ \ \ \ I O ° \ ° ° ° / ♦ O \ °. ° ° I ° l D ♦ i \ MH-6 o / o PROPOSED$" 900 BEND \a ` ° PROPOSED 20' PUBLIC \ \ \ \ ° \ °a e UTILITY EASEMENT \ \ 00 /aa PROPOSED 6" PVC / SANITARY SEWER LATERAL D V / a PROPOSED \ \ i 4" FIRE LINE \ \ \ \ \ ° ii / o a o I O � O � \ \ PROPOSED 8" 450 BEND \ ,i ♦ O PROPOSED / \ j \/ �� j / ° ♦ 4" WATER LATERAL \ \ �/ D / a °> ♦ 2., METER VAULT LA v MH-8 \ PROPOSED 8" 90° BEND S s — _ — \ , \ �a / / / ♦ O \ O./° ` PROPOSED / (2) - 6"x4" TEES \ 1 I — / / / PROPOSED 20' PUBLIC C & (2) - 4" G.V., y % PR( \ MH-7 PROPOSED FIRE HYDRANTS s UTILITY EASEMENT / / UTI ° D \ I I ASSEMBLY w/ 8"x6" TEE PROPOSED 6 DI WATERLINE D PROPOSED,-, 1 MH-12 (2) - 8"x4" TEES \ & (2) - 4" G.V. O a. I \` PROPOSED ly F `�s \ PROPOSED 8" O O� 8"x4" TEE O \ DI WATERLINE �& (1) - 4" G.V. I PROPOSED 6" PVC ° D RF / \ / / SANITARY SEWER LATERAL PROPOSE \ ° a 8"x8" TEE y, &(1)-8"G.V. T \ \ `? EXISTING PROPERTY BOUNDARY I / / \ \\ �� MH-9 PROPOSED 8" ��i D a �,, PROPOSED SANITARY r: LE EWER MANHOLE TYP. DI WATERLINE / I \ s / S O ( ) JF O PROPOSED 20' PUBLIC C� ® <a�r\ a O ♦ UTILITY EASEMENT \ \ � \ �` PROPOSED / / / / i O ♦ y8"x6" CROSS & (2) - 6" G.V. tS \ f D / / `' </ / �'". —PROPOSED 8" 90° BEN_ D / PROPOSED FORCE MAIN / / / / ,�, SANITARY SEWER LINES aD �i_ ®� ♦ i�'/ / ) v v,, I /f/ / / � / ° � ° � ° ♦ � / \ / PROPOSED 20' PUBLIC TO SERVICE BUILDING #5 & 6 / / i.� o °a ♦ PROPOSED FORCE MAIN � \ � UTILITY EASEMENT PROPOSED � / �, D ♦ SANITARY SEWER LINE i,/ /" (2) - 8"x4" TEES \ \ PRO ® a \ \ ►LC / / / ♦ TO SERVICE BUILDING #3 �%\ \ & 2 - 4" G.V. / // io� ��,� ° ® ♦ ♦ i'y / / / / TO PROPOSED 8" / / / ♦ ,`j DI WATERLINE / � / / �/ / ; I D a ° g Dan a D.. D ' /", /., ♦ y Da ',� / / / �.. L /�O PROPOSED FORCE MAIN PROPOSED 6" ° � a a °p . °tea ♦ a PUMP SYSTEM / -DI WATERLINES G 100' STREAM BUFFER 1 / / / /° i p ® ♦ oa / / / PROPOSED 8 / /MATCHLINE - SEE SHE& 7 ! ,' I �j PROPOSED 8" 11.250 BEN DI WATERLINEO / / / / Y s o ♦ PROPOSED 4" WATER LATERAL---_12L ' V\' PROPOSED FIRE HYDRANT ASSEMBLY POSED FORCE MAIN ITARY SEWER LINE IERVICE BUILDING #4 .. PROPOSED 4" FIRE LINE PROPOSED 4" WATER LATERAL 2" METER VAULT Ll r � GRAPHIC fALE 0 15 30 0 /( IN F T ) / I inch 1 0 1t. 20 ,zH o7 SCOTT R. COLLINS' No. 35791 � � ls'' ZONAL 1 � J Z z m O � O a z U g ~ w Lu z O Q rn z W W 2 z NONE Cy AOO � W C'7 C6 Cy) N J c,e) Q ,;T z O N (n Q > z � W J cl) Q Lu Q z O O J Q Q ` rl- U W LU Q U fr^^'� I..L W V W O U z O J W cn J01� W Q LL U LL o W O r"1 N Q LL Lu U 0 Lu w a U) JOB NO. 172131 SCALE lit=30' An An SHEET NO. ® 6 14 Al EXISTING PROPERTY BOUNDARY I / / ! \ MH-9 / / lool O PROPOSED 8" I / f P° �� // PROPOSED SANITARY i :� DI WATERLINE i i s \ s / SEWER MANHOLE (TYP.) CO / 0 PROPOSED 20' PUBLIC UTILITY EASEMENT `PROPOSED Q- i 8"x6" CROSS / / P PROPOSED FORCE MAIN / i, e / � / ��; ` PROPOSED 8" 90 BEND D SANITARY SEWER LINES/� / v / / / / \ PROPOSED 20 PUBLIC TO SERVICE BUILDING #5 & 6 /� ��i o / °/° PROPOSED FORCE MAIN UTILITY EASEMENT ° I I - PROPOSED ° SANITARY SEWER LINE P °;, ,` �° e !/ / (2) 8' x4" TEES � \ PROPOSED FORCE MAIN TO SERVICE BUILDING #3 �� � & (2) 4" G.V. / a � ® ° ° � ° ° � � � ° ° ® o� � ; � � ♦ /. � SANITARY SEWER LINE � / / / is P a ® ♦ �, % / / TO SERVICE BUILDING #4 ° PROPOSED8 / WATERLINE PROPOSED / DI WA INE / � o ° ° / / / / , \ 8 P o �; / % ♦ / 4" FIRE LINE O SC07 R. COLLINS'Z ,� No. 35791 .11. PROPOSED FORCE MAIN PROPOSED 6" �/ / /O a i / y\. i / O PROPOSED O r_ PUMP SYSTEM /DI WATERLINE / 4" WA O ° ° / TERLATERAL ° EXISTING 100' STREAM BUFFER ,, o D �° y D PR P SED 8" / 2„ METER VAULT z / O O O �, a !/ PROPOSED 8" 11.25° BEND / ��' DI WATERLINE, ATCHLINE —SEE SHE�T 6 / / / / ° D ° ° ° _ i PROPOSED ,/ i �O / / H U Lu 4" WATER LATERAL \� l l i / O / Lu / 'PROPOSED 2" METER VAULT 00/ , ! z U) ° 8 x8 TEE & A PROPOSED FORCE MAIN cn 8" G.V. PROPOSED > Lu 4" FIRE LINE PUMP SYSTEM / LuQ PROPOSED FIRE HYDRANT ASSEMBLY / w/ 8"x6" TEE ,. ; 1 / \ / PROPOSED �_, /�PROPOSED 20' PUBLIC i / (2) - 6"x4" TEES / / j PROPOSED 8" 22.5° BEND 1 UTILITY EASEMENT / / & (2) - 4" G.V. i. 0000, PROPOSED FIRE PROPOSED FORCE MAIN , - ii v y /HYDRANT ASSEMBLY i � \ / \ \ � 1 \ / PUMP SYSTEM ° v " ° / PROPOSED 8" 11B O / v / / PROPOSED 6 90 BEND \ .25° BE O / PROPOSED 8" 22.5° BEND ti/ v ♦ _ i 1q \ \ PROPOSED PROPOSED 20' PUBLIC v ♦ / / / .' / UTILITY EASEMENT/ / i O y ST v (2) - 8"x4" TEES ♦ ♦ I— Lri ♦ / e / vy ♦ %I ♦ / / l a N PROPOSED 8 A / ♦ / DI WATERLINE 1 PROPOSED 8" .' \ \ \ \ PROPOSED FIRE \ / DI WATERLINE / ( �' / \ \ HYDRANT ASSEMBLY PROPOSED 8" 45° BEND % / / w/ 8"x6" TEE j °wooEXISTING PROPERTY BOUNDARY / / / i ♦ PROPOSED 6 PVC GRAVITY \ — I / / � PROPOSED 8" 45° BEND SEWER LATERAL TO PUMP SYSTEM �� ° \� ,, - \ / PROPOSED 4 WATER LATERAL / \ ` PROPOSED / \ \ i / ♦ 2" METER VAULT, PROPOSED 8`22.50 BEND GRAVEL ACCESS I i I ROAD WITH GATE V A O PROPOSED o ACCESS TO I \ I ► I / O� 00 4 FIRE LINE RIVANNA TRAIL PROPOSED FIRE O 0 HYDRANT ASSEMBLY \ \ w/ 8"x6" TEE PROPOSED •�` O / 8"x6" REDUCER \ .�� \ °°� PROPOSED TYPE A & 4" G.V. BLOW -OFF PROPOSED 6" \ \ DI WATERLINE � / PROPOSED 20 PUBLIC \ UTILITY EASEMENT 1 1 PROPOSED 6/ 45 BEND \T/ I=111=11 I � —III=111=1I1=��111=� I� 11—II1 �! dll I111 — i PROPOSED\ 1111=111 (2) - 6 V TEES 0 / 111=111=111 111111=III—III—=111_III_III=111 ii 1 11 ii llll lllii l II-111= I I 0 „ �=III\III=111=111111=111 � 111-111— i T \/ i _III=11 i & (2) - 4 G.V. / _ i=III�111 4bI111 111=111 I111111=iii=' - ' I _11 I1 111=111111 111=111 II 111=III-1111' O \II—IIITNII_A111 1-III —1 -- il�---I�' 0 / PROPOSED 6" 90: BEND / i11=11 0 �I1111= s \ i PROPOSED i I 4" FIRE LINE PROPOSED V \ 4" WATER LATERAL �00 2" METER VAULT PROPOSED 6 PVC GRAVITY 1111 I I ill l i -_ q � O SEWER LATERAL TO PUMP SYSTEM o \ NOTES: ` ` / ♦ 00 \4 CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR N. ` 00 / / NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR PROPOSED FORCE MAIN \ SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO \ PUMP SYSTEM �00 \ EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. 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 SCALE / ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE ( IN FEET ) 1 inch/ 30 ft. a \ DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. h 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE / \ DEDICATED TO ACSA FOR PUBLIC USE. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE / \ STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. ZONAL E� O W0') N WQ z w J U) LuLu ~ 0 zJ Q W Y W H I— Zw w O 0 N O u z Q Lu V) J Q LL I z Lu Q � z Q J H—I � Lu J LL ~� J � O z O Cn Lu LL Lu r'1 Q F- Q 0 w w a � JOB NO. 172131 SCALE 1 "=30' SHEET NO. 7 B PROPERTY BOUNDARY (TYP.) D I I \ \ \ \ \ \ 0� Y476 I 1 \ V. r \\ J \ SCOTT R. CoLLINS`� No. 35791 � i �S'SJONAL EEC //iZZ i /// // i /// / //// / \ O /jam j / 0/ o / / // u PROPOSED RETAINING WALLS-x //// I� � w (MAX. HEIGHT = 6') / // ��/ ////� o / //i - Immi o 6g 10 >/ w li CO / `° ♦ \ , PROPOSED RETAINING WALL ♦ M ce / V A v \ 69 70 D \l � 1 \ (MAX. HEIGHT = 6')IT \ I ♦ ` \ \ 486 �o ,� %�n _ / / 64 �\ � 0 FLOW_ DIRECTION ARROW (TYP.) 46, / �<'10 PROPOSED RETAINING WALLS I O 4 ♦ . . � I ♦ 471.5 0 � � � � 462.0 (MAX. HEIGHT = 6') I �I 4 I 462.0 6 e D V e 462.67 B U I L I N G # 1 � I _472.0- __ 1 °o � o � �%� I I I 452.0 PROPOSED ADS ROOF/ I � I FFE=472.67 PROPOSED RETAINING WALL � N I I 480 ' �� <o`b (MAX. HEIGHT = 6') YARD DRAIN SYSTEM LLE=462.67 _ I `� v O 'PROPOSED 20' PRIV 462.0 STORM SEWER EAlr V O 7I i \ I PROPOSED ADS ROOF 00 ° `* I PROPOSED ADS ROOF/ / �62.0 ry DRAIN SYSTEM -- 472.0 _ y •� EXISTING PRESERVED YARD DRAIN SYSTEM STEEP SLOPES (TYP.) I \ A / � �� �00 � �� / l PROPOSED RETAINING WALLS I� I / PROPOSED RETAINING WALL � ' / 461.67 % (MAX. HEIGHT = 6') PROPOSED STEPS (TYP.) (MAX. HEIGHT = 6') 462.0 / O / 441.0 EP 451.58 TC 0 I\ \ \ 62.� / o 452.67 2 24 \ I oP / O D / ° ° I ° 0 PROPOSED 20' PRIVATE °T/2, � % _ 62.0 \ \ P 6 \ If STORM SEWER EASEMENT I \ 0 I \I _ \ \\ \ PROPOSED RETAINING WALL `�` \ (MAX. HEIGHT = 4') ° 452.0 \ \ / 6\ � BUILDING 2 / � y � 4 23 456.33 EP 608 Tc \ R I FFE=462.67 \ \ \ \ r I4�.o LLE=452.67 45 O ° \ FLOW DIRECTION ARROW (TYP.cl 38 oeoe 62 o ° 45 :83 I / 0 452.67 D � PROPOSED RETAINING WALL \ \ PROPOSED RETAINING WALL \� \ (MAX. HEIGHT 6') / ° 1 / y j /�� (MAX. HEIGHT - 5 ) \ \ \ \ \ \ \ \ \ 1 PROPOSED STEPS TYP. \ 6` /, \ \ \ \ \ \ \ \ I (TYP.) \ ° 462.0 52.0 ° o o � \ \ \ \ \ \ I I60 61 \ o ° \ PROPOSED STEPS A\ h / 21 \ \ I llu456.6 PROPOSED RETAINING WALL \ 60 Vy HEIGHT = 6 (MAX. r ) \ D PROPOSED RETAINING WALLS 456. (MAX. HEIGHT = 6') j� / /y /�\ / 1 / \ / 44< \ \ 44 \ S j / Al z EXISTING PRESERVED 1 446.67 I / / 441.8 EP O STEEP SLOPES (TYP.) I \ j v 3:1 CLUBHOUSE �� ° �� �/ / \ \ / O PROPOSED RETAINING WALL \' I / /�6 FFE=456.67 �� 32 \ \ CO � 442.33T � I(MAX. HEIGHT = 6') LLE=446.67 \ I �45.5,� / 0 \ � \ � 446.83 EP \ / r\ �/ 3.0 \ ` � I � •t � / i � \ \ � � / � / / 47� TC 448.58E 'OSED ADS ROOF/ DRAINSYSTEM 1 PETER JEFFERSON / PARKWAY _ i 449: PROPOSED ADS ROOF/ 36 YARD DRAIN SYSTEM \ a PROPOSED 20' PRIVATE 45.5 ] ° 446.67® D / STORM SEWER EASEMENT 446. i ! 0 -PAD- O O \ \ \ 446.67 e 42.75 P PROPOSED ADS ROOF/ / ° ® YARD DRAIN SYSTEM 443.67 ® % y ♦ i j �' 3 ° a J o p � � i �� / � / ♦ / / / / 42.56E � \ ' / ♦ = / - o / n ✓ .� FFE 446.67 w - 4D / / / 30 f a , STREAM BUFFER 445'0 P �,,� n u u ° ' � � y / i �/ 46,04 T \ / / � O ' O S9 POOL ELEV=44. _ / \ / jo BUILDING #4 - /446. / � � �' i/ �� ° �� � �442 �/O _ O 4 0 FFE=443.67 ePROPOSED RETAINING WALLS O (MAX. HEIGHT - 6') 4 ° ' / j � / \ / � � LLE=433.67 / PROPERTY BOUNDARY TYP. /� / % : ?� �° '® /I440.5 EP I PROPOSED ADS ROOF/ / _ / \ MATCH ° SHE YARD DRAIN SYSTEM �� 441.00 T ,° \ / / 6 /j I 22 m N DO DO mrn r o N 0 4P 3.Q I N OOI 00 I 4A3.0 1, m N O 00 0 It ROPERTY BOUNDARY (TYP.) EXISTING MANAGED / STEEP SLOPES (TYP.) PROPOSED RETAINING WALLS (MAX. HEIGHT = 6') IN 0 1 i I \ �RAI HI S AL \ \ I15 I 30 60 \ 120 ( FEET I I ' / 1 in = 30/ ft. I I \ \ a) w o R_ •1 Z CD N N Q w J_ U) Zw W z Q J Lu V J Q z i U) z w z Q O z I --I 0 Lr) M w cl� 06 cL V Q o � Q cL V O z rO V 11 LL LL Lu r'1 Lu Q u W w JOB NO. 172131 SCALE 1 "=30' SHEET NO. 8 \ \ \ \ \ 1 \ �. / 60 �7 0 (MAX. HEIGHT = 6') PR POSED RETAININ d WALL / (MAX. HEIGHT 6') •S 7� 1 I / 3.0 N 56. 440 Q� l i / Al 33 � r ° \ 20 / EXISTING PRESERVED e STEEP LOPES (TYP.) \ / � \ / 5 i 3:1 SCLUBHOUSE ,, � �� � � � / °, 441.8 EP ii i. PROPOSED RETAINING WALL ° �i �t FFE-_ 456.67 /0 EIGHT - 6 '� - i D � (MAX. > ) \ LLE-446.67 I / 5.50 / 446.83 EP \ p 0 I / � ° 449.o Tr. i PROPOSED ADS ROOF 4$6 �/ ` 46. \o 0 / 36 �� YARD DRAIN SYSTEM O \ PAD \ PROPOSED 20' PRIVATE 45.5p� 446.67 ® \ - % ° STORM SEWER EASEMENT \ 446. v6TH of% 9SCOTT R. COLLINS'� U No. 35791 ,� 1-6 00 �'SSIONAL E�A� EXISTING STREAM / /� / / /� �� ®� I / 7 ' �42/ I A \ \ I E 6 \ 146.67 a� 75 P 1 4 PROPOSED ADS ROOF/ �� 43.5 `` YARD DRAIN SYSTEM ! � 446. `�' �/� � / / t ° ' ' 1 \ \ / ° ° ° 1z,� \ LO o f FFE-446.61 \ 44 Qo '� / � w � ,° ✓ �\ ° � 'I - \ / �/ / / ��( / � EXISTING 100' STREAM BUFFER (TYP.) 51 0 \ POOL ELEV=44 y� 446. a PROPOSED RETAINING WALLS / i/� ' _ / /: FFE 443 67 (� (MAX. HEIGHT = 6) ® A j �. -4 3.0 v 0 445 / / ° � LLE 4 3.67 \ / ( ) �I / PROPOSED ADS ROOF/ / g PROPERTY BOUNDARY TYP. / i 1 �`� p �° �,, -/ 0.5 EP ! �O / / // O v a ATCHLINE - SE SHEET / YARD DRAIN SYSTEM / 441.00 ! / / O/ o H cn w D. ° n ° Lu Lf) z PROPOSED ADS ROOF O/. / > '� Lu 446.67 \ I I f / i L !1 DRAIN SYSTEM _ O W _ � Q I j 52/ FLOW DIRECTION 2 41 / \ / / - I \ I 1 ARROW (TYP.) - \ A v- - PROPOSED 20' PRIVATE EASEMENT STORM SEWER / PROPOSED RETAINING WALLS (MAX. HEIGHT = 6) PROPOSED RETAINING WALLS (MAX. HEIGHT 6') --/ ✓ / 26 �-- - P � -- � / o = 16 = 1 , 41- --- / 1 / 0 83 E � 46.0 446. \\ / � �� j, �' / 410.0- ° / / / / / / � / /. � O ♦ \ � O � �_� \ ♦ � � 4 2 _ / 43 J / / � � � � \ 0 4 0• 9l � FFE � �. 3s w♦ - � a 28 -- - _ - o °o / - %' \ e °° 4� 6 43 ♦ _ 446:0 ♦ 7 / /! ---- - PROPOSED RETAINING WALLS I � ¢2p BI,I,� p ♦ ♦ / ° .. _ -- MAX. HEIGHT = 7440.50 EP � j , ( ') l \ 10.'/ EP � - e�. 422 � \ 441 00 TC 4 - 4 1ze /" PROPOSED ADS ROOF �� _ o �4007`11 TG 74 - 4 °' `N DRAIN SYSTEM 29 , ;' , , '' O D � \ ' . � Tw --- 43 � �� / / 4341� . _ ---- -. / O PROPOSED ADS ROOF $` a, 28 �/ - � o / DRAIN SYSTEM � � � = - a2 400 I / - ° / BUILDING #5 - r \44�06 %o --- V / FFE=411.67- e� LLE=401.67 - - - 42i 1% 39° , 4p2g�IJ _ A � ON � -- - / 409�� ADS ROOF/ / ° � 6 �Op 00� YARD DRAIN SYSTEM -434 384g / �o 46 0 �� Tw e�.O 400.67 - / 39 ,7:� - 10111 PROPOSED RETAINING WALLS $4 / / \, B A _ - - �z�- / 3 - _ (MAX. HEIGHT = 6') \ 389, 5 \ \ 410 1 - 1 I 48E EXISTING MANAGED 0- EXISTING 20PRIVATE STEEP SLOPES (TYP.) 1 PRO 401 i - % .401 0 � \ STORM SEWER EASEMENT' �• 0 44 39 / T B O - \ I \/ / `� s j y \ � 76 / \ 3 B � _ -o PROPOSED RETAINING WALLS w. 400.67�- 99P / ,1 0 I . V (MAX. HEIGHT = 5') 8 / I 0390.67 TC 75 � �' SEE MARTHA JEFFERSON HOSPITAL APARTMENTS • o \ "��38 ' - l � VSMP PLAN WPO-2018-27 FOR POND DESIGN INFORMATION PROPOSED VDOT STD. EW-1 78'9A \ 8 43 / PROPOSED UNDERGROUND _ 394 oT ( ) \ _ WITH- RIPRAP OUTFALL _ A \� SWM DETENTION FACILITY 1 _ _ / 2 i PROPOSED LEVEL �41 / i1=1= Ico / / ° = WET POND SWM FACILITY o , O / F386 J \ / I PROPOSED0' '` �2PRIVATE � Ij"11 111- I ° Q 86.50 TC II II �I I �\/ _STORM SEWER EASEMENT II 1II I11 ....i5. rn PROPOSED VDOT DOT STD. EW-2 �-hll 11= / � I O 84 33 WITH RIPRAP OUTFALL I 71 88 -III III=Ti=_, i �b CDo 4 / 3 2.00 �P _II_I=1 i 38 / PROPERTY BOUNDARY (TYP.) II I PROPOSED ADS ROOF/ ♦ 384.17 83.6TEP TC 80\ r l I YARD DRAIN 5. SYSTEM 4.33O / B o PROPOSED RETAINING WALL O 72 \ \ \ 85. I (MAX. HEIGHT = 6')7 , _ - I I I BUILDING #6 82 3AT FFE=385.00 ° 73 I - / LLE=375 0 � \ 3 4. ` '\ / � � � � � �iQj � \ i /o - - I / �L 7 I I \ o \ -- wq 36_ - \ _ HIS- \ / I 00 382.0 / \ 74.33 \ O / \ o TC /-Yq 74 \< \v \__ 372 1-- ich = 30 ft - \T, 7 .0\ \ \ \ ♦ O / \ / I / \ \ \ \ / / PROPOSED VDOT STD. EW-1 s I _ \ / WITH RIPRAP OUTFACE PROPOSED ADS ROOF/, YARD DRAIN SYSTEM _. \ 84 \ -- \ �3 s0�� 384.33 \ \ -- PROPOSED ADS ROOF--V/ _ v y A\ V /� �- PROPOSED SWM DRY DRAIN SYSTEM / / v AA \\cam \ \ \ / DETENTION FACILITY FLOW DIRECTION � ARROW (TYP.) \ 1 - \ \� ✓ / A\A �� / �� / JJ SEE MARTHA JEFFERSON HOSPITAL APARTMENTS VSMP PLAN (WPO-2018-27) FOR POND DESIGN INFORMATION rn w -1 Q N z Q Lu CM rn N J Q cy) z_ O � N ci) 04 � z LLi Lu z J � Q a- U) Q Lu � e Lu Q CD Q O O F--1 0 Q = 1--I U (f) M LU nn Lu (V J H� Q 0 U) �_ W (n (D W O U z 0 J Lu W Lu J Q LL_ C� ILL. u- CD LuCD N Q Lu u Q o w of � JOB NO. 172131 SCALE _ 1 "=30' -� SHEET NO. 9 GENERAL CONSTRUCTION NOTES FOR STREETS NEW FINISHED GRADE 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. EXISTING GRADE 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 6" VDOT No. 21A AGGREGATE RESULTS FOR APPROVAL. STONE -COMPACTED J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE \\ \\ \\ \\ \\ \\ \\ PROVIDE GEOTEXTILE FABRIC IN AREAS BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. REQUIRING STABILIZATION AS 4. GUARDRAIL LOCH TIONS ARE APPROX/MA TE. EXACT LENGTH, LOCA T/ON AND APPROPR/A TE END TREA TMENTS WILL BE FIELD VERIFIED A T THE TIME \\ \\ \\ \\ \\ \\ \\ \/\/\/\/\/\/\/\ DETERMINED BY THE G E O TE C H N C A L OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR // // // // // // // // ENGINEER. 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. COMPACTED SUBGRADE (95%) 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 RESIDENT/AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. NOTE: ANY ROCK ENCOUNTERED WITHIN 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION THE FIRST 0.5' SHALL BE REMOVED AND DETAIL, SHALL BE STRICTLY ADHERED TO. DISPOSED OF. REPLACE ROCK WITH VDOT 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT No. 21 A STONE AND PROVIDE 9 5 % EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. COMPACTION. 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 GRAVEL PAVEMENT - SECTION 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 NOT TO SCALE 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 NOTE: AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. USE GRAVEL PAVEMENT SECTION FOR 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY SWM FACILITY ACCESS ROAD INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES 1.5" SM-9.5 SURFACE COURSE GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 3"-4" BM-25 TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. INTERMEDIATE COURSE 2. WHERE UNSUITABLE MATERIAL ISIN THE IT SHALL EOFREMOVED THEENTIRE ROAD RIGHT OF WAY WIDTH AND MATERIAL �OA�HE SA TISFACTIONWAY, REPLACED WHERE NECESSARY WITH SU�TABLEED THE ENGINEER. BASE COURSE J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION cSUBGRA�E WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. ASPHALT PAVING - PUBLIC TR A VE L WA YS 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. NO SCALE DRAINA GE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 2" SM-9.5 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) SURFACE COURSE INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 3" BM-25 INTERMEDIATE COURSE 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. 5" 21-A BASE COURSE COMPACTED -- PA VEMENT.- SUBGRADE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV ASPHALT PAVING - DRIVE AISLES VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF NO SCALE CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR 111 PRIOR TO PLACING AGGREGATE BASE. 1 CE COURSE SURFACE COURSE 4. THE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE 1" BINDER PUGM/LL REQUIREMENT WILL APPLY. INTERMEDIATE COURSE 7.5 " ALBEffARZE COUNT Y BASE U R SE GL'NL'RAL CONSTRUCTION NOTL'S COMPACTED SUBGRADE ASPHALT PAVING - PARKING SPACES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF NO SCALE THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. PROPOSED 1" SM-9.5 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. OVERLAY 5. THE MAXIMUM ALLOWABLE SLOPE /S 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE EXISTING ACHIEVED. PAVEMENT 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED X. STSUBBONE NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. D COMPACTED - - 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ASPHALT PAVING - MILL/OVERLAY NO SCALE NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 7 ASPHALT :n;F��.�`.�.,�,-,a°-�`�� �:�`f •;��k�s�- III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT COMPACTED SUBGRADE STRUCTURE IS PLACED. 5ASPHAL T PEDESTRIAN TRAIL v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE NO SCALE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 10 1-10cld•11 ICI 3•� CI L POINT OF FINISHED GRADE S WIDE CONCRETE SIDEWALK 2% PLANTING STRIP 4"VDOT 21A STONE BASE VAR. WIDTH 5' 29' F/C-F/C PARKING) TYPICAL TRA VELIYAY SUCTION TRAVELKAY A (PRIVATE TRW VEL#'AY) 6!S-SS.4R RESIDENTIAL & AfIXED USE SUBDIVISION STREET DESIGN SPEEL? 25 JfPX ON -STREET BUafjv-- OUT PARTYING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES 11/41 ":1' L L 1 /4"A' EXIST. GROUND EXIST. GROUND \ STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) 1 LOCATION FACE OF CURB BUMPER BLOCK PAIN PER VD0T PAINTED SPEC. TRIPE YPICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT wl ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-112" 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE S/GNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 $100 - $500 FINE FINE TOP OF 4'7 2» R CURB e n 6» °44 <a 13" a a ° a 7- HANDICAPPED PARKING SIGNS NO SCALE 1'6 2 DOT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. 4" COMPACTED AGGREGA TE BASE COURSE, VDOT #21A 2" SM-9.5A I -SURFACE COURSE /x\\/ COMPACTED 5 SUBGRADE CLASS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PA THWA Y DETAIL NO SCALE 5' WIDE CONCRETE C/L POINT OF 5' WIDE SIDEWALK 3: l FINISHED GRADE ECONCRWA KETE SI 3:1 EXIST. GROUND 2% 1/4":1' 1/4"A' 2% �- EXIST. GROUND g.1 3:1 PLANTING 88°0°°°°° °w ea49 888°°°°88 a° ° °°°088 PLANTING ` 4" VDOT 21A STRIP STRIP 4" VDOT 21A STONE BASE STONE BASE EXIST. GROUND 12' 12' EXIST. GROUND 5' 6' (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C 6' 5' 47' PRIVATE TRAVELWAY TYPICAL TRA VELIYAY SUCTION APPLETON STREET (PRIVATE TRAVELFAY) GS--SSAR RESIDENTIAL & afIXEO USE SUBDIVISION STREET DESIGN SPEED.• 25 jfPII (VARIABLE WIDTH) 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE -12"- RESERVED PARKING • VAN ACCESSIBLE �z O- �o O LLJ o� M O O � O � I ou� IW Lno 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 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 BEVE EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE 10" MINIMU h� TOP OF CONCRETE AnchorTM Diamond® WALL MIN. �ILX�j INFOR(�CEMENT CONNECTION 4211 VV 11 (NOT TO SI ALE) ®and ANCHOR WALL SYSTEMS, INC. SITE RAIL GRADE a d d a ad a SITE WALL TyALL RAIL I'A,S'T�'1VING I��'TAIL NOT TO SCALE TREES SHALL BE PLANTED A MINIMUM DF OA x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAY BE PLANTED, ADJACENT TO WALL, BUTSHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4X H IDISTANCE FROM WALL LOW-PERMEIABILITv SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC UPPER WALL STRUCTURAL 7¢ • BACKF I ILL � d _ LOWER WALL # • * J ,-� dL H Li •' i ' I lal I 2'- * 111 , TYPICAL FINISHEGRAQ� � a I III I I I I I I 4" DIA�. DRAIN TILE RA =1 I Errrf [7 2F-Opr �f�f .3 TO .4 OF H (TYPICAL) WALL PLANTING DETAIL 41 I 10.6'} I VREINFORCEMENT - LENGTH FINISHED GRADE GEOSYNTHETIC REINFORCEMENT �A/A� 4" DRAIN TILE (ELEVATION VARIES) v�v </ 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Wos = WIDTH OF OVERSIZING De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHETIC REINFORCEMENT Wos=(2*De)+L+6" Wos �\ AnchorTM Diamond® / X \1:1 EXCAVATION OVERSIZING W�(SCALE: 3/O"-I'-0") ®andTMANCHOR WALL SYSTEMS,MC AnchorTM Diamond° 4WX) T( OT TO YPCAL BASE SCAL E)) ®endT ANCHOR WAL SYSTEMS, INC. DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE ��,TH 0� T 9.1SCOTT p R. COLLINS7 U No. 35791 � ��i �46 SSIONAL ECG r in Zw W C� 0 0 N J z Q uj I ---I z LL 1 V) z W LL ^< fl. ui Q Q O 0 v ) III ui Vl Lu ~ 1^.1� %O I..L ` J H� Vl O z Cn uj LL W Q Lu LL u Q r) 2: Lu cC = d U) JOB NO. 172131 SCALE AS SHOWN SHEET NO. 10 e 44' MIN. 6' MIN. .!!n6l"a _ a (22.5" FOR COMPOUND METER) d 4_ (22.5" FOR COMPOUND METER) 18 MIN. H� 17.5"-1111. 37" MIN. 12" MIN. VANGNUT LOCKM-S-KI BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C TD-16 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% Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". rMl 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL �.DION IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD- 3.3 1' COMPRESSION X 3/4 MALE PIPE OGUPUNG OR APPROVED EQUAL, OI D t' TrPE 'K' SOFT COPAER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES UR DUAL RESIDENTIAL AND IRRIGATION SMACES. 1"XrX," TE£ OI NOTE; NO SWT:ATUD FIT71NGs DUAL SERVICE 2' R 1" COMPRESSION x 3/4' MALE PIPE COupUNG OR APPROVED EQUAL TYPE 'K" SOFT COPPER O FCR USE ON DETACHED SINMF FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PJPE. CAST IRON UD FNISHFD GRADE 1 :c", NG VALVE _ �-, F�I I ! .-, ROX ME R 36" MIN. ....- COPPER5LTTEFE iJB BEND COUPoJRD� pLs,_ METER �i•`T: �� �:fin (;CORPORA7)DN STOP �+>t~_'''%A'.t ,.p36"'Nt BRICK AS NECESSARY SAND OR DUST UNDER _#. ; + ',tiY{ !y) 4� DIAMETER IX(NN PIPE, 12" ROX AND Se"TTER (2-INCH '' ., u4 :�' LONG STONE POCKET, V➢DT -+4i- MINIMUM THICKNESS) RO' SPEC. 105, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & I" METERS) NTS FIG. W-SA TD-10 uD-4 DEOTEXTILE LItANAOE ll` R IWI]RLAP T-0' AT TOP) PAVED SHOULDER PAVEMENT SURGRAVE ••' \ OUTLET PIE SEE NOTE t 07 AGRMUTE, TEA AGGREGATE OR CRUS[ED GLASS MEETING L8 VAMAsLE GRADATION REOUROENT- fEOGE 0: PAVED SHOULDER, PAVED SHOULDER SECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL. ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4' UNSTABLE g, 4 MI INITIAL BACKFILL 4 MI B.,8„ 8" SOIL _ _ MIN. MIN. MIN MIN. GRANULAR FILL AS -; 68 STONE -' APPROVED BY ACSA *f , 5T L I CSTABLE 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 NTS FIG. W-2 TD-2 24 EMBEDMENT 8"MIN SPRING LINE OF PIPE NO. 68 STONE - 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 "'ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE - TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 UNOEIRDI SHALL BE CENTERED UNDER CURB AND WITER GEOTE)(TILE DRAJNAGE FABRIC-0" (OVEMAP V-0" Al TOPD PAVEMMENT UNSTABLNZEO T T• .T SOGRADE OUTLET PPE SEE NOTE 1 #57 AGGREGAIE, K8 4" PIPE AGGR✓£CATE OR CRUSHED - GLASS MEETRK) LE GRADATION AEO"WNT. CURB AND GUTTER SECTION UP TO FLROW, IA' TO ELBOW PIPE 15 PET6'ORATED 46" ELBOW PPE Is PERFOIRArED CONNECTION PPE -LESS AGGREGATE PRIMARY DIRECTION TRENCH WITH OF WATER FLOW URANAOE FAJINC NON PERFORATED OUTLET PPE ITYPICALI 45' ELBOW COKEECTION 45' WYE CONNECTION PAY LMITS FOR CUTLET I,-b' MAY PPE TO DEEM WITH 45• ELBOW (TYPICALI OUTLET PPE ND SCALE Ny crr SPLCIFICATION ROAD AND BRIDGE STµDARDS STANDARD PAVEMENT EDGEDRAIN RErERENCE 240 SHEET I DF 2 REVISION DATE 259 1D8,C6 W*A AN A DEPARTMENT Of TRSPORTATION 701 701 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. 1 r9 Ll Vx / 6 \y FOR ALL BENDS FOF WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. min* BEDDING AS REQUIRED = D *' M 45' MIN I T PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L-F 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 8„ 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4,00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SiZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIG•TS W 3 FD3 ASTM A35 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA - SOIL (TYP) ALL -THREAD ROD : ?7"''•t rWATER MAIN VALVE 24" MIN UNDISTURBED EARTH PLAN 4 177; 31 --CLASS A-3 CONCRETE UNDISTURBED E ELEVATION SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 PLACE 5' GALVANIZED " WITNESS " POST WITH C D IJ�` ` 0�� CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT �� NOTE: HYDRANT MUST BE 1 TO HIGHWAY DEPARTMENT APPROVAL. 'N- O EQUIPPER WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 FINISHED GRADE SCOTT R. COLLINS�I LENGTH OF BRANCH VARIES O U No. 35791 6' MIN 2' TO 10' (270') 18"-22" VALVE BOX ADJUSTABLETRAFFICRATED �SSIONAL 8 STONE I VALVE BDX WLID u ��� M 42"MIN �` �� 6" GATE ,' VALVE •A N �'i�' .. e . TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE - M.J. GATE VALVE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS -- A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. WATER A 1 10 LINE d , I� k NOTE I-mm I J 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 2500 P.S.I. ' 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT CONCRETE a 2'X 2' BEARING AREA. ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND THRUST BLOCK BOX, Z DO DO 4. THE GATE VALVE IS ALLOWED iN SHOULDER OR BEHIND THE DITCH. •G a Z O U) IT IS NOT ALLOWED IN THE DITCH, n a 5. FIRE HYDRANTS SHALL 8E INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE a a O z THE PREVAILING GROUNDWATER ELEVAT]ON. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. (n w NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. Lu I - ~ TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE NTS > o z N.T.S. FIG. W 4 FIG. W-5 ■ w j:e J Q TD-8 TD-9 z FRAME & COWER VARIES (SEE FIG, S--1-D,E) VALVE BOX ~ 4" DIAMETER BRANCH STREET SURFACE OR AND VALVE NON -PAVED AREA SLOPED AREA -� M.J. PLUG `ti VARIES 1'-O" MAX %7r 3000 PSI CONC. BAST; BENCH SLOPED TO FLOW * • A CHANNEL 1 /4" 1' MIN WATER MAIN RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'--D" MIN STEPS CAST IN PLACE - R 9 • PRECAST REINFORCED ON-LINE CONCRETE SECTIONS 12" MIN r r_ " d 16" MAX r BRANCH w ,) )) O" RING SEALS (TYPE B) - 12" MINIMUM ELEVATION --� J I Q N DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET VARIES SHALL BE 0.20 FEET. VARIES 4- / THREADED COUPLING CONCRETE F a 2" DEPTH .OF FLOW PVC SLEEVE o �AAPSS NIPPLE AND PVC CHANNEL TO BE FILLETS LUBRICATE ALL THREADS 3/4 DIAMETER OF - CONTRIBUTING THRUST BLOCK f° SEWER. y e +.d A. METER BOX (SEE FIG. W-7) A FILLETED INVERT FOR A SMOOT B 12" J VALVE OX TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NOTE: NO. 57 STONE INLET & OUTLET PIPE SHALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO M.J, FITTING PROVIDED. MEN. 6" BEDDING BAND EXISTING MANHOLES SHALL w 2" PIPE SLOPED NOTE : W/ NO. 68 STONE w BE CORED AND A FLEXIBLE TO DRAIN IF CONNECTION " BOOT 11 C'7 GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSTALLED " VARIES - VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, o ® M 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE N V 1 `-4 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. J WATER MAIN AND VALUE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED ARE SAME SIZE PLUG INSIDE AND OUT, TYPICAL MANHOLE PLAN coQ DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN � z (TYPE A) SHOWING BRANCH TIE --IN NN LL TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS FIG. S-I-A FIG. S-I-B N r ^ NTS V TD-13 FIG. W-8 D-2T5 TD-19 TD-27 � z WII OFw ❑WH484 -w EW-12 ENTRARCE T. ee . 75 `HER$ WIRED CUT +y1E-PAVEMLV- TOP OF CUT pq7 LI,.n T (TYPICAL] C LE ET CONTRGLS COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID !A - NOTES: (1) A 1--3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. i TYPICAL METER BOXES (5/8"-1" METERS) NTS -- FIG- W-7 yJHHASF SUBGRME -� - rl COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS F DF PAV W CENTER LINE SECTION RAVEL LINES PATTH TYPE 151,.L4- MAT ERIALN �`� 45• TRENCH PLACEMENT / PAY LWITS FOR OUTLET PIPE TO EME OF PAVEWNi PAVI --NT SURFACE & BASE SKIAXER LINE \ ICE OF FLL BEGIN WITH 45' ELBOW c v 5'JBBASE _'2 c o e '. SELECT MATERIAL TYPE I OR 41 ITYPICA'L1 ` C1 r51' AGGREGATE, NIB WCRECATE OR CRUSHED (A ASS LEETND N18 CRADATUN REQUREMENTS. PLAN VIEW GEOTEXTLE DRAIHAGE FABIIIC (PLACEMENT OF CO 1 OMBINATION UNDERDRAIN) DR �- PAVEMENT SURFACE L BASE �- SUBBASE OR CEMENT STABIUZED SUBBASE LIMITS OF PED. UNITS OF PED. " - R484_ W1 FCS ACCESS ROUTE N is ACCESS ROUTE M 'yfw'•/ ( UNPAVED SPACE NON -TRAVERSABLE ' UNPAVED SPACE ❑ L�h(EL CONTROLS I (4) 1 " (25mm) DIA HOLES ON 32 3/4' (834mm) DIA WIDTH F ENTRANCE - IF- � �1'2PED.- LILTS OFPE�jnpv ROUTE ® NON-TRAYERSABLE = ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE IRE' F THE LIMITS OF PEOESTRIPN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT RI T-OF WAY. I I ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A ye. 4090: o FACILITY THAT CAR BE APPROACHED ENTERED AND USED BY PEDESTRIMS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F SELECT MATERIAL TYPE I OR B1IHCRAOE (CEMENT OR LIME STABLIZEDI HALF PLAN C �J yF IF PEOESTRIAN ACCESS ROVTES I ARE BEING 2,-0" , T .... PROVIDED, A MINIMUM 4' TRAVERS LE WIDTH GEOTEXTLE 457 AGGREWE, 4B AGGREGATE OR CRUSHED IS REQUIRED WITH A MAX. 27. CROSS SLOPE. GLASS MEETING #B GRADATION REOURELEFFTS. LNT,wAGE GENERAL NOTES •e• .n. 1. U%M SPFC1-:'�. nr• 71). CGL6NATION .INDFRORNh WI.. VOT BE LOCATED A- - . I.T -N BOTH SUBBASE kN] SLEGP..MDE PRE STABIL®. WHEN USED IN CONJUNCTION WITH STANDARD -'6. . p• , p• THIS 2- TRENCH SH.AU -- F WITH AGGREGATE AND-FRGLGHL" HARD TNAPED TO PARABOLIC STNIDAROCG3 OR C57R0 BE ADJUSTED TOTHE CURB FACE "MATCH THE SIDEWALK URVE NSUPE EOMHA;:I. MOUNTABLE CURB CONFIGURATION. oo 6:4eq o90 - 3. WTLET PPE 5 .. rr. �T 714E EDGE DF TIE TRAVEL LANE PAVEMENT ,VID NON PERFORATED OUTLET PIPE DIEW BE PLPC_I I. "'ODE PARALLEL i0 TFE SHIXLCER SLOPE 2 %MH. (3 X NORMAL GUTTER -__- ® X K OESIRABLE) G++I- ®---------- - K X SECTION E-E CR PS4IVC G-REnGi4 4. M CM MI; 'K?VS, WHERE IT IS LPOSSBLE i0 OTFERWISE PROVCN: •�.� p, •A. '6• •�' '6' •p. •6. 6. 1F OX TO tOX CHANGE T"PC OF PIKE OUTLETS FC`I ., I... ARF TO RE LOCATED SO AS TO CRAM NTO DROP d"qA?e4 q'b4 qo?b444 ee ? YRP o`:e: CLASS Ai (H.E.5.I CONC. 1V i e VOV DAME -ER 'W. i."•' NAM, DAL( INLETS C. SMG-H WN_L P• C.15' 5. ON sl`H- '- I - :H K TO BE 64AER ENTIRE PAVELENT AREA " 5" AGGR. BASE TYPE I SIZE 218 GVilOill 'n'�L PCr 7r. PSI XXK 7C P513A IfX WIDTH .,.... �� '.� .,�. N 5._O.. 6. NVERT ELE 4ATION A-1C•i C'.L -SET WE TO EE A MRRANM OF V-M ABOVE 12X MAX. SLOPE I 5'-0" ® POINT OF GRADE CHANGE -E,'�• .s, 114 R ELEVATION CF 1. .1 I.. -I .r. CICCH OR STRAICTLPE. FOR CURB NNND GUTTER ONLY IO • n. • >. �. 7- ALL CONNECTIONS EIN:,x�: ., N PA LIMITS FOR OUTLET PIPE ARE TO X X /2 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS ' 'N.4L IHICKFES'i (MN) - NCHE6 BE CK THE $At4 CIRUSHIM[: '.- �.-h A$I THE OUTLET PPE. FOR SIDEWALK CURB AND GUTTER qoo •o.o.o XXXTCS-ED AOCORDNG TO ASTM D-24U AT 5XDEFLECTXN. BUILT CONCURRENTLY qe• Agoq a=� B. OVRET iR TO BE SECIF:-Y .:.-NTO Ell- DTFER ORNHAGE X X K 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 7D' AL INTERVAND STRMGruRE_ .YECTEO SECTION C-C 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D SPEC IFXATIM SPECFICATION �VDOT STANDARD COMBINATION UNDERDRAIN REYEFN HCE REFERENCE STANDARD ENTRANCE GUTTER (AT LOWER END OF CUTS) ROAD AM BRIDGE STANDAR05 HAD! 50�1 5D2 REVISION DATE I SHEET 1 OF I O�- VRCANA DEPARTMENT OF TRANSPORTATIM 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 TYPE OF PPE CRUSHING STRENGTH .T " NOM. DIAMETER " Nd1. DIIJIETER SNOOTM WALL PVC .V3 10.153 SMOOTH WALL PE 1 70 PSI MINN I70 P51 BfBEM NOTE! WHEN A PEDESTRIAN ACCESS ROUTE CG-11 CROSSES A MAL ENTRANCE THE CROSS SLOPE SHALL BE 2Y. FOR SLOPE A WIDTH OF 5 FEET. I j A �-I B T GENERAL NOTES (RADIUS TO BE AS I "' I n'STREET APPROACH SAME SURFACING AS MAINLINE ROADWAY ISEE NOTE 31 SHOWN ON PLANS) ,�7, 1. WHEN USED CONJUNCTION WITH STANDARD CG-3 ISHOWNRADWS TO BE AS SHOWN ON PLANS) TMDAR OR An-j THE O M FACE ON THIS TABLE U IS TO E BE ADJUSTED TO MATCH THE MOUNTABLE CURB CO-2 ORTCG_B CONFIGURATION. 2. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. (SIDEWALK I (SEE w - NOTE 5) RX I OPTIONAL UNPAVED SPACE MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE y, FLOW LINE H----- 3. REQ LINE (EXCEPT ANY SUBGRADE HIGH STABILIZATION FOR MMNLIFE PAVEMENT WHICH CAN BE EXPANSION OMITTED IN TALE ENTRARLE3 OMI JORT I JOINT JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER MAINLINE ROADWAY NOTE. WIDTH "B" 2'-0" OR AS ROADWAY NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION, A �w PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE AY MAINLINE ROADWAY SLOPE TURNNG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE DEPTH F SIDEWALK RAMP DE FOR R CUES S 10'PARABOLIC CURVE (ENTRANCE ONLY) A S WITHIN TIE LMITS (S THE 13) SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR 8X MAX. D OPTIONAL FLOW LIFE GRADE CHANGE ® - . - U (SEE S. PLMS ARE TO IFOICATE WHEN CONSTRICTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - ` - - - - - - - NOTE 71 THE ENTRANCE. 8X MAX. D GRADE CHANGE ® - 7. THE DES LE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED N THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET 5'MI 20'MINIMUM FOR CONNECTIONS. COMMERCIAL ENTRARCE INTERSECTION NOTES 8. WHEN CC-11 IS USED FOR STREET CONNECTIONS. THE N CONSTRUCT CRADE CHANCES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHT0 POLICY MD THE APPLICABLE REQUIREMENTS A A OF THE VDOT ROAD DESIGN MANI IN LONG STOPPING SECTION SIGHT DISTANCE AND K VALUE REQUREMENTS. 9. OPTIONAL FLOWLINE MAY REWIRE WARPING OF A +14.7+ GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS ALROSS THE INTERSECTION. -�llll B ALLOWABLE ENTRANCE GRADE CHANGES 1.0. CLASS A3 -'� CONCRETE CONCRETE SECTION C-C NOTE. ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTKDNS SPECIFICATION REFERENCE METHOD OF TREATMENT `VDOT ROAD AND BRIDGE STANDARDS sot (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRMSPORTA71ON 07/18 203.04 ENTRANCE VOLUME GRADE CHARGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 X 3 X MEDIUM 500-1500 VPD 1311 8 X LOW LESS THAN 500 VPD 58X 8X ( MUST SLOPE AWAY FROM STATION OVER R RIZ� �1•� -M.d_' K. =11M1�1 �7�' 43.3' DIscH 32.8" (833 mm) INLET DISCHARC 1/4 �X2� INLETi EPDM GROMMET FQR F� 47.5• � NPT, SS (1207 mm) 4' DWV PIPE (STANDARD) 51.4' (T306 MITI) 50 PD 12J2L-0 9 V16 CONCRETE BALLAST MAY BE REQUIRED m RY CHKID DATE ICE suLE ATI N INSTRUCTIONS SEE INSTALL 0 FOR DETAILS 0 NOTE: DIMENSIONS ARE FOR REFERENCE ONLY SEWER SYSTEMS MODEL WH484-15 / WRI64-15 NA0215PO3 -� BOLT- CIRCLE. 2" (51mm) LETTERS O (RECESSED FLUSH) Q r P N 1 q Rr PICKH04ESD � Q w S 1 1/2" 0 [38mm] O O z J III Z0 0 o Q w I 1 1 W (2) CORED ' ` PICKBARS v 1 T Lu 1 1/8" (29mm) DIA BOSS 1 O > 27 1/2" DIA 1 1/2" z [699mm] [38mm] 26 1 4" DIA 7" ui mm / ITl 7 1 Smm 687 m [ ] J m [ ] t 1 z" 90 Il � / 26" DIA [660mm] [38mm] "L 1/4" (6mm DIA 3 1/8" 24" DIA NEOPRENE GASKET [79mm] ��/� QF- [606mm] `7 V J H� C 28 7/ m DIA [722mm] I [t 6mm] 23" DIA m [584mm] W T 36" DIA 63 DIA V J �J [914mm] [635mm] w O FRAME SECTION O.D. OF GASKET GROOVE SECTION (4) 1- (25mO DM HOLES 1 t/2' ON 32 afC SBS41M*) FXA 27 1i2" DIA [38mm] Bq.7 C€ROLL [689mm] G 28 1 /4- DIA [178mmj [667mm] '�-�-� 24" DIA F[$DBtnm] 28 7/16- DIA 5/8" 36" DIA V (� 26" O O [914mm] [66Dmm T 1/2" FRAMESEC7tlN 13/i6' [38mm] [20mm] Z' (51MM) LE71TAS (RECE45ED R.USN) IY3mml 3 13 16" 0 22 13/16" 2 1/6' [97mm] [579mm] [54mm 1 3/8" P 25" is 11/16" [635mm] [35mm] 9/15' U.D. OF GKT GROOVE 117mm] [14mm] SEOTTON VIEW 1 , 6mm DIA SEE ASSEMBLY NEOPRENE GASKET DETAL (2) WSHR 1/15 X 5/8 X 1 1/2 1800" RUBBER PART(1 00961045 S W (2) CORED [Smm m 5/8' 12) RLT kClf 5/8-11X3 1/2 S$ 2400' [41 mm PA'If 00DRT 5q 6TRm 1/2" (2) WSHR 5/8 ID 1513 DO SS 1 1/B" (29mm) DIA BOSS [ [13mm •� DIA. STAINLESS STEEL ROD PART# DO9B131B PLAN VIEW PICKBAIR P. LOCKLUG HOLE DETAIL NCTES� 2) NOT IHX 5/8-11 IN MILK PATtflf 00981284 1. ALL MANHOLES WITHIN 100 YEAR FlAODPLA€N OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME 94 COVER. C2) NUT HX JAM 5/8-11 ZN 2, ALTERNATIVE DESIGN FOR WATERTIGHT COVERS W9LL EE CORSIDERED. PART$ ODBBT228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKNG LUGS OR SIMIUAR ASSEMBLY. S TYPICAL WATERTIGHT (51 1935R LOCK 19 SHOFD') R ICI ] OD1835B5 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S4-E � z J0 �.0 V / 01. JW LL V O w O ,x� T< i LL H- w W W a � JOB NO. 172131 SCALE TD-32 AS SHOWN SHEET NO. 11 \ O g \ O \ NOTES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE O s \\ \ k\° �'9T�• ��� STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSREST THEOAMIATION, THE VIRGINIA ERICCAN SOCIETY OFLANODSCAPECIETY OARCHILANDSCAPE VIRGINIA ARCHITECTS, OR THE ROAD AND BRIDGESPECI SPECIFICATIONS \ \ O CV e�L /� OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. O \ s \ (TYP) T� 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. / \ IG O (TYP) / O \ O cc O . (TYP) ° NS PEr / \ /O (TYP) \ l ee c - / FERSO ECTION WITH i \ \ III N PARK NEAREST INTERS B OV30 A Y pIST E TO SON DRIB/ = Q 1165 y JEFFER (TYP) IG (TYP) \ k LT y y " y I �� / \\ _ (TYP) (T cc O \ (TYP) \\� I / � /I / O/ e \� (TYP) CC k MG CV (TYP) / D O 00 °0 ) 0, ° ° (TYP) (TYP) X �y O PROPOSED SEEDED MEADOW TO MATCH HOSPITAL MEADOW ° (:Y®JV ° ° e / o o® ° 8 I_ i � (TYP) Oy0°L ©o o y, 0 00° 0 y I v y ®�/I I/ O° 0o °cP®8� ° C D '�I @ a° \ � 0 00°o d(TYP) 00 *44 PROPOSED PRIMATIVE (TYP) TRAILWAY y I 00 )yy LSR (TyP (TYP) y I I O 00r , v v ,��► �I I � 1 7 � IVL 1/ PL 00 yy .' ,' - vY vy ." v y y y. r y, y •v , . y � I I � I o — I O �� � \ AR I I l j (TYP) ILDIN # (TYP) �y. ' v .Y y - - I O / GYP) j / l j 3/4 Y DG yy _ / (TYP) ° o / 0 42 UN IG I l (TYP) GB � � 6 ♦ � % �\ Cy o / (TYP) ° ♦ a 1 \ / 00 00 °o \ \\ o 0 0 8 \ GB ° ®/ O / (TYP)BUILD 3/4 STO BLDG 46 IT O Ox ,,�. AR O \ P \ ,<<f-/ / (TYP) YP) o O S \ \\ ( P) \ \ \ x /V A v IVL S (TYP) 0 f -V\ y O s \ / / ° 0 °� 8 MG O / / PL 1 � x \ I I° ° / °� ° (TYP) DEDICATED I �, YP) y �o OPEN SPACE 10.33 ACRES LSR y / O I (TYP) / I y I - I s S /s� O i QS / I � I, TYP) yl LT S ♦ ° ° �� / O °p o / / (TYP) � � � � / ° ° ® ®`b // '1 / �' / O CY®o III \ s O� / o AR ° 8 ® 8 y _ / -i l I 5 w / (TYP) _ IV I y / = III / l ii CLUBHOUSE _ \ / � 6GB ' (TYP) II � II x GRAPHIC SCALE 0 10 30 60 120 ( IN FEET ) 1 inch = 30 ft. DEDICATED OPEN SPACE 10.33 ACRES MG (TYP) JV (TYP) NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. O�,TH ON gsCOTT R. COLLINS'Z U No. 35791 1�0��NsvOXAL E� J Z z O O z a Q J U a Lu o Lr) z o WJ W c rn w -' QN 0) N (M z LU w LL J� W J01� u z Q a— Lu U) J Q z I --I LL I (1) z Lu ^Q z I..L Q 0- 0 (7 0 I--1 a— U) ) Lu U a- 0 z Q U) O z O oC LL LL Lu Lu 2 oC w o w 0 _ Ln JOB NO. 172131 SCALE 1 "=30' SHEET NO. 12 IN l - m �i �lI ` '^ S _ , � � � � � `' ��C/° j / � (TYP) IV (TYP) NOTE: VISIBILITY OF ALL MECHANICAL CLUBHOUSE N EQUIPMENT FROM THE ENTRANCE I CORRIDOR SHALL BE ELIMINATED. CO 4f AR o GB �/ � � � � � ° IL / ° 1 ° (TYP) y / �� °®® ° °° � � � � ° ® °cy JV (TYP) � �i/ / / � 11 3/4 S (TYP) \ Ill r\ n ii `V off\ n I i GB (TYP) IG (TYP) #4 BLDG / CDC (TYP) ROAD WITH GATE ACCESS TO _ ° RIVANNA TRAIL GB \ �� CD 1 (TYP) 000 = = ii (TYP) \ ' 00kowp ���� �� P\ V o 0 0 0 0 ®� T PL I I i (TYP) (TYP) / o \ \ O o cP o / / 0 � P OWED (TYP) 0000, / MG \ -� z � � � MV�/ATER MANAGEMENT / FACILITY / ,'VET POND � =III o o / ° v o 0 0 0 � (TYP) o �®� op \ ° o o 0 0 o 0 i \ �F' O (TYP) O os IJK o i \lii: N TYP. � I / ( ) I-111 III I I1=1I I "i II- � _III —II_ _ dl1 =1 i o ! =111 III —Ill 111—II 11=111 111111=111 III111 111=111111 111=111==1 _ 1111=111 i lll- _ 1 1 IG i PT O� —III=1�i=1�1 _III .II_I III, ! „,- 11=_ =11—III—==111_III_ — - 111 I1=— -111 II 111=111- �� \ 1 I / i (TYP) i _ _ I 1_I — II (TYP) . O vo \ � O I ��IOiII�I-�T7-/ �llll_I�1=,=11 0 0 00 g ° G DING #6 IVL ( ) GB 3/4 ST BLDG (TYP) ° ° T \ 34 UNI (TYP) \ `\ — �\ IJK / NOTES: '=1i �11 Ij 111 111 j! III 11=_ L, O IJK P) Y 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF (T � \ / ill�l TII i1101_II_ir=III= (TYP) NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE PT STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S (TYP) \< ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF LT THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS \ �/ \ OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. o o __ �,°o (TYP) 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED / ° AR �o 0 8 ° O /o o° 00 00 `` I I' / (TYP) \x / \ \ AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE %ftI / °®IG \ / \ PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. (TYP) O DEDICATED \ i — LSR OPEN SPACE \� O / / (TYP) 10.33 ACRES 01 LIMIT OF PROPERTY GRAPHIC SCALE 30 0 15 30 60 120 / ( IN FEET ) 1 inch = 30 ft. H4�7off% SCOTT R. COLLINS'� U No. 35791 1�0��NOXALS ZE� d) N W Q ul D z LU w J� W J0� u z Q J a- Lu I --I V J Q I --I LL i z Lu a QQQz 1..� J Q 0- 0 (7 U) Q LL�u// 'U LL V ) a— p z Q H� () O z O Lu ILL ILL Lu r'1 Q u Q Lu w 0 w 1n JOB NO. 172131 SCALE 1 "=30' SHEET NO. 13 REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED 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 WATER. 5. SEE IRRIGATION PLANS/ DETAILS/ SPE IFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS) 4" MIN. TRENCH EDGE AROUND ENTIRE AREA TO BE 11�I�1�111= REFER TO ROOTBALL PIT\� \ \` MULCHED DETAIL /� j�� I,II`IIII II IIIIII ROOTBALL REFER TO ROOTBALL PIT ^II II=I \� : : • •. j DETAIL ROOTBALL -IIIII=11III=1I{Il IIIII� i1S11=11{II=IIIII=11111=1I1I1= /�\\ • /��� \ "(II=11111= 1= lllli-11141_II111=1111I=11111=11I' z\\ ,N �"+ =f111 IIIII Iltl1=14114=I111{=1I11{=++�++- )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 LD-004 SECTION N.T.S. Planting Notes NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING ON SLOPE 12 / SECTION 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS. 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS, Landscape Notes 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES, PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS, ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE, ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION, ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES, MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE APARTMENT COMPLEX. LANDSCAPE REQUIREMENTS FOR PARKING AREAS: TOTAL PARKING SPACES = 4o6 REQUIRED: 1 INTERIOR TREE PER io SPACES = 41 TOTAL PROPOSED INTERIOR TREES = 44 TOTAL PAVED PARKING/CIRCULATION AREA=174,26o sq ft REQUIRED: 5% OF TOTAL TO BE PLANTED = 8,713 sq ft TOTAL PLANTED AREA PROPOSED=17,185 sq ft TREE CANOPY CALCULATIONS: CONSTRUCTION AREA =16.65 AC DWELLING UNITS = 25o APT UNITS DENSITY =1.5 UNITS/ACRE TOTAL SITE AREA 26.98 AC GREENWAY DEDICATION -10.33 acres OPEN SPACE -9.98 acres AREA 6.67 acres TREE CANOPY: 15% x 6.67 AC =1 AC TOTAL PROPOSED TREE CANOPY =1.84 AC PLANT SCHEDULE SYMBOL QUANTITY LATIN NAME COMMON NAME SIZE AR 37 ACER RUBRUM'OCTOBER GLORY' 'OCTOBER GLORY' RED MAPLE 2.5" CAL CD 19 CEDRUS DEODARA DEODAR CEDAR 4-5' HT CC 20 CERCIS CANADENSIS EASTERN REDBUD 6-7HT CV 8 CHIONANTHUS VIRGINICUS FRINGETREE 6-7HT GB 47 GINKGO BILOBA'PRINCETON SENTRY' 'PRINCETON SENTRYGINKGO 2.5" CAL IG 39 ILEX GLABRA'SHAMROCK' 'SHAMROCK' INKBERRY 4-5' HT IJK 17 ILEX OPACA'JERSEY KNIGHT' 'JERSEY KNIGHT' HOLLY 4-5' HT ISH 51 ILEX 0PACA'SATYR HILL' 'SATYR HILL' HOLLY 4-5' HT IV 241 ITEA VIRGINICA'HENRY'S GARNET' 'HENRY'S GARNET' SWEETSPIRE 24" HT IVL 648 ITEA VIRGINICA'LITTLE HENRY' LITTLE HENRY SWEETSPI RE 4-5' HT JV 64 JUNIPERUS VIRGINIANA TMERALSENTINEL' 'EMERALD SENTINEL' EASTERN REDCEDAR 4-5' HT LSR 29 LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' 'ROTUNDILOBA' SWEETGUM 2.5" CAL LT 43 LIRIODENDRON TULIPIFERA TULIP POPLAR 2.5" CAL LS 6532 LIRIOPE SPICATA CREEPING LIRIOPE 4" POT MG 17 MAGNOLIA GRAN DIFLORA'D.D. BLANCHARD' 'DD BLANCHARD' MAGNOLIA 6-8' HT MP 7 MALUS X'PRAIRIFIRE' 'PRAIRIFIRE' CRABAPPLE 6-7HT NS 10 NYSSA SYLVATICA BLACK GUM 3.5" CAL PT 17 PINUS TAEDA LOBLOLLY PINE 4-5' HT PL 113 PRUNUS LAUROCERASUS'SCHIPKAENSIS' 'SKIP LAUREL 24" HT QB 8 QUERCUS BICOLOR SWAMP WHITE OAK 3.5" CAL QN 6 QUERCUS NUTALLII NUTTAILL OAK 2.5" CAL QS 7r7T6 QUERCUS SHUMARDII ISHUMARD OAK 2.5" CAL REFER TO ROOTBALL PIT DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED BACKFIL TO TERMINATE AT TOP OU SIDE LIMITS OF ROOTBALL ADD MULC OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE CUT AWAY ALL WIRE BASKETS AND/OR NON -BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTI D FROM TRUNK AND CUT AY TO A POINT AT LEAST 1/2 ISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) REFER TO TREE STAKING DETAIL I� 1VAR) S TYP. ROOTBALL j BACKFILL WITH CULTIVATED, PIT) EXNAL CAVATIIL ON F f TION ILOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO 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 INCURRED DURING, PLANTING PROCESS. LD-005 3 SHRUB PLANTING LD-007 4 RO TBALL PIT LD 001 N.T.S. 12 SECTION N.T.S. 12 SECTIO N.T.S. Evergreen Tree Planting Detail Not To Scale Tree Planting and Staking Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE (:AP' -NTH off% SCOTT R. COLLINS'Z ,U No. 35791 ,� 1�0��NOXALS ZE� J Q Z z O O z a Q J U a w LU z O wJ LULU Q 1. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) The followine items shall be shown on the plan: ZI Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); Q o N -' ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; Ir7 Proposed trenching or tunneling beyond the limits of clearing. 2. Markines: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: Fires are not permitted within 100 feet of the dripline of trees to be saved. ZI Fires 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. Z1 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 m 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: ZI When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling LLJI under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: M Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. Ln NOTE: IT IS r E DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. �y 10/21/19 OWNER SIGNATURE (DATE) IIJ CONTRACT PURCHASER SIGNATURE (DATE) ' 5/1/06 Page 1 of 1 r C� CM N 1 N N N Q LLJ J_ LU 0 �J/ Q U 1 LU VJ LU LU U) LU 0� Q (D N z Q a- LU 1--1 U) J z H� LL I z LU G LL Q Q O I--1 0 U) LU LL J H� U) 0 z '0 V ) LU LL LL LU n Q U Q LU w O w oc = a Ln JOB NO. 172131 SCALE N/A SHEET NO 14 1 PM h\O / 1 iA � / / lvj // \ vv // / / / / I I I /// / / I I I I I I ♦ / I I � :�� �♦ I / � � I / / A� � - - , / / / / / IIIIII / / I III I I I I I I I I �I I I I I I I I I I I I I % I 7 �� , k:L - � \ ♦ , ��- - I A � 1 � \ I \ � vv vv � v // // / / / / I / / I III 1 / I IIII I I I I I I I I I I I I I I I I/I � - -� : • "�.- \\ �`Q / A � �� v vQ / / �/ / / / / / / / / / / / III / / I I I I I I I I I I I I I I I I I I I I /I ,,/ � ' - ti \ 0 0\�'� �`�� ..�•,' ♦ ✓� I I A \ \ v v �-/ // // //// /// / 1 / I I I A I I I I I I I I I - 'V��'" \ \° v � •C` I I A v v A I I I I I I I I ♦ .0{� \ \ \ - / / / / / / // / / // // /I // / I / I I 1 I\ 1 1 � IV I I I I\ II I \ / 6$ : _ � ,� I � \ : � �_y�° ♦ �'�S - / � / � 1 \ 1 v , v / 1 I I I I � I I I I I I � � 1 � \:-� ♦ � \ I\tY V A \ V ♦. v I I �A \vv� �r : �\�� V A I I \-=�-t�'•�vv � y - -_ -_ _-__ ---- _ _ / � I I/ I I A \\\ \ I I I � I � I / // ,�' �',v�L1 I I I �•••.�••�• _ I ----_ -- _ ^t--�0��/ �/ � �/ / �// �// i///%/// i // II I I I I IIII IIIIII I I I / / / � I/ 1 � � � ♦I o=.LL:=.LL:=.�:'a�••.•'�''\ s\ // / _ - / / / / // I / I I I I I I / 4s6 I /. / ROOD-i \ • .� ...... \ 1- - - - - - - _ 1 / / / / / / / / / / I / i I I I I y I I I III I I / I l ' / IIII / ..:•.�•.:•:•:•:•:•:•: \ \ \ \ � / /// // / // / / / I// I III /' III I I / I / i � I \-•--.-.••••.•.••.• � 4Z� , _ o� / / / I I I I I I I I I I ...... v I�1 � v v �:-:=:•:-.-:-�.-.-.-� -.. 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COLLINS� C-) No. 35791 ,11 ZONAL E� J Z z o m M O z U a w o � z o Q z W ° Q Ce 10 -Y N CY) CD (N N Q W W V) Jw J Q C) z Q J W M Q LL I U) z W Q Q Q 0 Q W cn a W Q M Q I..L 0 z 0 U) LU LL LL LU r'1 LU Q H Z w a � JOB NO. 172131 SCALE 1 "= 50' SHEET NO. 15 D 420 STR:6 VDOT STD. DI-313 (L=12') STR:10 VDOT STD. DI-3C (L=1o') TP=414.25 TP=410.33 INV IN: 4o8.25 TO 12 INV OUT: 405.33 TO 8 INV IN: 404.10 TO 8 INV OUT: 404.0o TO 4 STR:8 VDOT STD. DI-3C (L=1o') 415 TP=411.33 415 INV IN: 404.85 TO io PROPOSED GRADE (TYP.) INV OUT: 404.75 TO 6 STR:4 VDOT STD. MH \ 410 TP=404.50 INV IN: 398.5o TO 6 410 INV OUT: 393.5o TO 2 PROPOSED FIRE PROPOSED WATER LINE CROSSING SERVICE CROSSING FILL �> (TYP.) \ 405 405 15" RCP STR:2 VDOT STD. MH i 15" RCP go.18 LF @a o.53% TP=395.00 o 123.84 LF Qa 0.52 /0 INV IN: 390.00 TO 4 0j0 40 INV OUT: 385.5o TO �`b�' � 400 ti��F 395 395 EXISTING GRADE (TYP.) 390 390 18" RCP 34.11 LF @d 10.26% 385 24" RCP 385 / 34.21 LF Qa 4.14% PROPOSED VDOT STD. EW-2 / WITH RIPRAP OUTFALL 38o INV. OUT=384.o8 380 l0Ln I� 00 N 00 Ql 00 N 00 Ol O C?1 W Ol m ul0 a( 06 m M ko Om Cil 0+00 0+50 1+00 1+50 2+00 2+50 STR-10 - SWM STR:26 VDOT STD. DI-313 (L=4') 445 TP=443.00 INV IN: 434.00 TO 28 STR:28 VDOT STD. DI-3C (L=1o') INV OUT: 429.00 TO 14 TP=441.00 STR:14 INV I INV' INV OL RVi%r9: INV OUT: 440 440 VDOT STD. MH TP=433.58 q: 426.92 TO 26 PROPOSED GRADE N: 427.67 TO 16 T: 424.00 TO 12 435 PROPOSED 8" DI 1P /o � 8529 LF @a 0•59° RLINE CROSSING \ 430 1 430 1.0' VDOT STD. SL-1 REQUIRED 425 15" RCP 425 33.2o LF Qa 6.27% ILL 420 (TYP.) 420 EXISTING GRADE (T 415 415 43.0 \ 410 405 405 400 400 I� LO ri 0 rn rn rq �t M 0+00 0+50 1+00 STR-28 - STR-14 434.5o TO 26 465 TYP.) f P.) W 3+00 3+50 465 \ EXISTING GRADE (TYP.) 460 46o m p / U \ N o \ 455 // u 0 \\ o 455 0 0 J I Q 0 M in M \ ICI > m 00 M > \ v) z Q 0 L!'1 O M M Z 0 \ 450 0 ° °,o > °CO m -It� 't It a z z \ 45p H 000 010 Ln~-- \ 0 o~o� 0 M MItZZO a>>>xI 0 l0 't 't Z Z Z \ > ° rn rn - -- 445 � I� z z p CL ,~ z_ z_ z_ PROPOSED 8" DI WATERLINE CROSSING I PROPOSED 8" DI NTERLINE CROSSING 151, 1.0' RCP o 94.67 LF @a 1.o6 /o 1. 2' 435 �5" RCP 75.66 LF @a o.g6% 1 430 Lr1 N � l0 110 O O^ 445 OPOSEDGRADE (TYP.) 440 �5" RCP 93.59 LF @ 0.880/0 435 PROPOSED FORCE MAIN SANITARY SEWER SERVICE LATERAL CROSSING 1 430 4 0+00 0+50 1+00 1+50 2+00 2+50 STR-34 - STR-18 465 455 N STR:24 VDOT STD. DI-3C (L=8') 455 o u TP=45158��H 0�� 0 J m INV OUT: 444•oo TO 22 rl I I rn rn N-L 00 - Q i ~^N O SCOTT R. COLLINS'_NO rl O r,45p 00 45p 00 No. 357910 , � 0 0 / \\ p M I� o d M M M 00 O 0° M M't \ 0 N �� N z 0 �IONAL E� p ° N �Z II » 0M 00 �D \ n 0 to�ZZ 445 �^ m � z z a- > > 445 o m » > �� \\ v, z z o Mo't Lr) z z z _ > . t \ ~°~z z 7ZPROP05ED FIRE Ivi o vi N N NE CROSSING RQy440440 000`N° N� yS�FCaS. � M �� / PROPOSED WATER z z 0 \ / SERVICE CROSSING y2° PROPOSED GRADE (TYP.) > > > \ Z z z 15' RCP 435 1.2' 15" RCP 6 LF �a o.58% 0.62% 97.9 435 161.51LFQa \ J FILL z o 0 RCP (TYP.) Z 0 cn o �„ O a z 430 `Nn 15�P PROPOSED FORCE MAIN SANITARY 430 U g Ln 00 N � yo3 SEWER SERVICE LATERAL CROSSING \ H cn w w N N z J N ri �z0 H 0 Q ° ~ zz 38' 15"RCP > L 425 v to _ _ 46.41 LF 5 73%1 \ 425 w m W � Q n, - \ 0 ri 00 0 PROPOSED 8" DI' o 00 ~°o WATERLINE CROSSING \ vi u, O �+ ~ N ci o 0 �n 00 -'t 't \ 420 o N� 1.7 > ' 420 o0 .. �P z z 0 PROPOSED 8" DI . "IcQ z z z WATERLINE CROSSING tiS�F yyG EXISTING GRADE (TYP.) 415 \�\�\\ WVP'T'TP A C-P APT C CP AT F 415 o ��'e 6 lxlo�o 410 yS�F 405 400 FILL \ l (TYP.) 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 ACCEPTAE FOR RCP FOR THE DRAINAGE PIPES. SEE DEl 2.5I D 2 rn ( IN FEET ) 410 Lu Q N o HORIZONTAL GRAP IC SCALE t0 25 0 110 2 0 405LuQ J ( IN FEET ) BSTITUTE 1 inch = 50 f t. O N SHEET � w M 400 I --I � O � N J N rn N N Ln rn O ^ rl I� N ri r" 00 N N l0 N l0 M I� Ln ^ I� O � rl ri 00 Ql 00 o Ql Ql 00 �t N of Ol M N l0 ^ M I� ul Ql l0 � 00 00 l!1 00 C/' O O tp o `i N O N o ci O M ,� M Q1 rl It M m N M c I N M N N M o M < • ) ci ci M M 't It l!1 N LL w O 0+00 o+ 0 5 1+00 1+ 0 5 2+00 2+ O 5 3 +00 + O 3 5 4 +00 + O 4 5 5 +00 + 0 5 5 6+oo 6+ O 5 7 +00 + 0 7 5 O N STR-24 -STR-6 N "' SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:4o VDOT STD. DI-3B (L=16'6 ) 45 EXISTING GRADE (TYP.) TP=458•67 INV OUT: 452.00 TO 38 STR:38 VDOT STD. DI-3B (L=i4') W � � z Z J � rn \ TP=459.25 C/) Q w 46p 00 INV IN: 451.85 TO 40 46o w 1121- J M` INV OUT: 451.75 TO 36 Lu Q LL \ m PROPOSED 8" DI O O Q �o \ °m WATERLINE CROSSING J H Z J °o PROPOSED 455 M o ° GRADE (TYP.) 455 40o J 400 0 00 -,t �- _ LJJ o M o O > Q It FILL ` EXISTING GRADE (TYP.) vim, J STR:46 VDOT STD. DI-3C (L=4') 0 0 0 M m Z 0 (TYP.) 1.2' o- \ TP=389.25 V w Q Ln 00 �o INV IN: 383.25 TO o °, o M z z PROPOSED 8" DI O \ INV IN: 379 18 TO 48 z p 0 o6 m' � WATERLINE CROSSING / o / Ln � w 0 m M \ V N INV OUT: o8 TO 450 > 4�`, 450 395 M 0 �� \ 379 44 J Q m Z Z p \ / - pSTR:48 VDOT STD. DI-3B (L=12') ~ > > > / 15 RCP o 0 o `"'� A TP=386.67 z z z \/ 2g.o5 LF �a o.50% 0 �' ) z O \ INV IN: 379.43 TO 48B 0 ��11 � � z z \ INV OUT: 379.33 TO 46I ul v 390 0 `^ m� \ STR:48B VDOT STD. DI-3B (L=8') Ll.l 445 V� 445 N TP=386.83 LU 1 "RCP ar) z 0 \ INV OUT: 379.58 TO 48 Z PROPOSED 8" DI 3.4' 511> > PRO \ WATERLINE CROSSING 170.23 LF Qa 6.26% � Z Z GRADE (OTYPD ~ 1.1' U) z 440 440 385 g5 3 PROPOSED FORCE MAIN SANITARY \ \ J w SEWER SERVICE LATERAL CROSSING PROPOSED 8" DI U) 1.1 �5" RCP 2 1% PROPOSED SANITARY 24' RCo2"RCP P WATERLINE CROSSING 79 4 SEWER CROSSING 19.14 LF @a 3.92/0 4 LJJ PROPOSED FORCE MAIN SANITARY 380 380 � 108.03 LF Qa 0.53% 1.1' 1.2' Q LL � 435 SEWER SERVICE LATERAL CROSSING 435 O LJJ LJ 0O �--1 15" RCP N 0 0 �o rn^ ao 0 00 M M 2" RCP o N N ri 1.0 �o N 4 0 24.72 LF �d o.61/o Q ' �° 't ' Ln Ln `^ Ln 102.65 LF @a 0.55/0 TIE-IN TO UNDERGROUND 15" RCP 375 SWM FACILITY, INV. IN=377.58 VDOT STD. SL-1 REQUIRED 20.68 LF Qa 0.73% 375 0+00 0+50 1+00 1+50 2+00 2+50 rn 0 N �o 0No rn � w Lu ri It M n ^ 00 O 01 W .6 0 w STR-4o - STR-3o M� Mrn M M M M ,� Ln JOB NO. 172131 0+00 0+50 1+00 1+50 2+00 2+50 SCALE STR-48 - UNDERGROUND SWM 1-t=50' SHEET NO. 16 395 EXISTING GRADE (TYP.) 395 0 00 06 / ci O / 0 co 00Ln 390 Oo o6 / �, M �390 tD rn l000 m/ 0 C) 00 a) ' m >o ° m PROPOSED GRADE (TYP.) Ln z 0 r^nj z0 m oo°MZ CL» L„zz II »> �~„a- 385 I 385 PROPOSED FORCE MAIN SANITARY 4FYIL\L / EWER SERVICE LATERAL CROSSING/ PROPOSED FIRE P.) LINE CROSSING 38o PROPOSED WATER SERVICE CROSSING STR:76 VDOT STD. MH TP=371.00 INV IN: 365.75 TO 78 INV OUT: 361.33 TO INV. OUT OF UNDERGROUND / SWM FACILITY = 469.97 370 PROPOSED VDOT STD. EW-1 WITH RIPRAP OUTFALL 475 470 465 I I 38o M 46o o �o 'o O 00 Ln O `° m oN � 't� 375 > �� � � 455 1O t z z O ICI > > > In � z zz 370 \ 450 �4' RCP „ LF @ 0.97%1-9.88 18 RCP PRO 110.07 LF @a 1.21% POSED 8" DI STR:70 VDOT STD. DI-3B (L=8') 475 TP=47o.67 INV OUT: 461.5o TO 68 STR:68 VDOT STD. DI-3B (L=14') TP=46g.83 INV IN: 461.lo TO 70 470 INV OUT: 461.00 TO 66 J PROPOSED GRADE (TYP.) m m o rl 00 465 0 O~0 ~ M � � p > o ID o H �Zp 460 a >> ur) zz Lis Kk-r (Y yl° 33.46 LF Qa i.ig% V 455 1.2 y \\PROPOSED SANITARY 45O SEWER LATERAL CROSSING \ \1\ \ \ \ \ v1 \ i „RCP ° /ATERLINE CROSSING 365 2.4 F z.51/0 VDOT STD. SL-i REQUIRED 365 6 1. 11z , 445 3 FILL 445 VDOT STD. SL-1 REQUIRED TYP INV. OUT=36o.o0 24" RCP 36o 28.65 LF @a 4.64% N u,i M n ^ O NO . � M Ln ,y �t O pm0 't n CO pM u! N 00 � m 00 00rn N)M N)M rn 0+00 0+50 1+00 1+50 2+00 2+50 UNDERGROUND SWM - OUTFACE J EXISTING GRADE (TYP.) u o rn 390 _0 390 o H 06 O � O M PROPOSED > N GRADE (TYP.) \ 0n0 385 U-) z 385 iTIE-INIGROUN6 CP 65.17 o%38o 38o 375 SWM FACILITY, INV. IN=377.25 N � 00 rm r^ N0000 M 00 rm m 0+00 0+50 STR-74 - UNDERGROUND SWM 395 395 EXISTINGA II GRADE (TYP.) 0 390 0 0 390 PROPOSED 0 ^ GRADE (TYP.) > N 00 !� m O 385 U-) z 385 PROPOSED 6" DI WATERLINE CROSSING 380 38o 1.2' o.67' 375 81B 375 15" RCP 34.76 LF @a 1.21% I TIE-IN TO UNDERGROUND SWM FACILITY, INV. IN=377.25 370 370 1 rn it M o+00 385 360 13.0' �5� RCP \ 440 87.92 LF Qa o.94%440 PROPOSED SANITARY SEWER CROSSING VDOT STD. SL-1 REQUIRED PROPOSED SANITARY 435 EXISTING GRADE (TYP.) SEWER CROSSING 435 �t lD ci N 0 M It ci M 0+00 0+50 1+00 1+50 2+00 2+50 STR-70 - STR-62 381 STR:88 VDOT STD. DI-3C (L=6') / TP=384.50 INV OUT: 378.5o TO 86 38o FILL (TYP. 38o 00 coo 00 Oo Ln F-- O H O M O r!"D 375 p 0 M rn > L�) 1O 375 cy, °° M z O f a-» Ln z z y J o�o PROPOSED GRADE (TYP.) Q oo) 370 <z: �tiy 370 � p ti 365 o 0 365 O o Lo Xz p 0 rn M M� z O II I) Lnz z 360 36o EXISTING GRADE (TYP.) 355 tiy�c 355 / / PROPOSED VDOT STD. EW-1 350 WITH RIPRAP OUTFALL 350 345 I CQ 345 ti 340 INV. OUT=340.00 340 O I� 00 D> It rI CO Ol c. N M n N � M O Ln M L!1 M co Ln� M m m m Ol M N M ci 00 m M co m STR-72- UNDERGROUND SWP 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-88 - OUT 46o 0+00 0+50 1+00 1+50 2+00 2+50 3+00 PROPOSED GRADE (TYP.) STR:6oB VDOT STD. DI-3B (L=12') 445 TP=44192 STR:6o VDOT STD. DI-3B (L=18') TP=440.17 INV OUT: 434.5 o TO 60 INV IN: 431.6o TO 62 INV IN: 433.67 TO 6oB INV OUT: 431.5o TO 58 440 440 PROPOSED 8" DI WATERLINE CROSSING 435 1.0435 STR-6oB - STR-6o FILL (TYP.) 15" RCP 36.14 LF Qa 2.30% 4�0 \ b._�0 LEXISTING GRADE (TYP.rn 0+00 3+50 4+00 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 46o 455 3" DI CROSSING 450 VTH 0 SCOTT R. COLLINS�Z C-) No. 35791 ILI ZONAL E� P .F Qa 6.16% 440 J a SANITARY )SSING m Z z O L REQUIRED � 435 O z g _ F■1 0 IITARY Lu qG z0 Q 430 W > LU c� LL Q 425 420 415 410 405 JD \-Ib" KC.N 58.37 LF @a 1.o1% VDOT STD. SL-i REQUIRED 370 370 M M O Ln rn m m m o+00 0+50 UNDERGROUND SWM - BYPASS 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. z Q C� � Lu M C� N J cy) Q � z O � w0') N u) w Q > z � Lu z J \J_ U) Q Lu W a- J L9F___ Q LL 0 0 0 z � 2 ~� Lu U Lu CD w LuQ °C z Lu i--i ~ Q ul P-1 U 0 z w V 1 W 0 J w 0 J�Lu U LL 0 O Lu N Q F- Q Lu C Lu O G w d (n JOB NO. 172131 SCALE lit= 50' SHEET NO. 17 0 475 470 465 46o 455 450 445 440 435 430 425 420 415 410 405 400 395 390 C01 I• 375 rl oN° V S 0 4 r, > PVI STA: 3+46.47 00 ;9 PVI ELEV 448.43 `990 K: 63 96 _ ° LVC: 1 0.00 l6 M l6 rn Ln rn N M cilij ci Ij v1 m w FILL (TYP.) PROPOSED 8" go° BEND TO TRAVELWAY C WATERLINE PROPOSED SANITARY SEWER CROSSING ROPOSED SANITARY / SEWER CROSSINGS / PROPOSED 8" CL 52 DI WATERLIN EXISTING GRADE (TYP. PPLEITON STREE VERTICA GRAPH C SCALE 2.5 5 1 ( IN FEET ) 1 inch = 5 f L. ORTZ AT GRAPHIC SCAl 25 50 1 0 IN FEET ROPOSED GRADE (TYP.) 3.5' 6 PROPOSED 8"x8" TEE & (2) - 8" G.V. PROPOSED 8" CL 52 DI WATERLIN 395 395 PVI STA: 22 39.09 PVI ELEV: 3 2.76 K: 5.63 390 LVC: 50.00 O O O N It rn O rl 00 1�0 00 + M + M N W N W V U m U W 385 m' w 38o I 375 \ 87 370 ROPOSED GRADE (TYP.) W 385 cm 375 1 370 1 365 ` 365 EXISTING GRADE (TYP.) 36o 36o APPLETON STREET 355 355 M L!'1 l(1 l0 N l0 00 0 ko N l0 O OM 00 M ^ M ^ M M kD M M M rr1 M 22+50 23+00 23+50 24+00 24+5o 25+00 PVI STA: 18+80 oo PVI ELEV: 386. 9 K: 15.34 \ O It O m O O O DD \ 0 lD O ui O rn .0 00 + \ M + M °�° w 61 w V > V > \ m w 191 NOTE: ALL ROADWA EMBANI<M NT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCES IVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNES BEFORE COMPACTION OVER THE ENT RE ROADBED AREA IN ACCORDANCE WITH VDOT 20 7 ROAD AND BRIDGE SP CIFICATION 303.04 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 a AND 26, PER VDOT ROAD AN BRIDGE SPECIFICATIONS SECTION 302. 3G. NOTES: 1. ALL F LL TO BE PLACED AT 95% COMPACTION. a. MINIMUM 3.5' OF COVER MUST BE MAINTAINED O ER W/L. INI 3. SEWER & W/L AND i. ' OF SEPARATION BETWEEN /L & SANI ARY SEWER M ST BE PROVID D. PVI STA: 22 PVI ELEV: \ K: 5.63 / \ LVC: 50. \ O O / 0 O N PROPOSED 8" 22.5° BEND / \ + °r, + aM PROPOSED FIRE HYDRANT \ N N W N N W ASSEMBLY WITH 8"x6" TEE > > FILL (TYP.) / m m w w PROPOSED 6" 450BEND I \ PROPOSED 8" 45°BEND 3.5' \ M N. PROPOSED 6" go' BEND TO 1.4TYPE A BLOW -OFF ASSEMBLY 48A !7SjH oj� I S'COTT R. COLLINS�Z C-) No. 35791 ILI ZONAL E� w Q rn -' N LuQ J W M M Cn N J Q c� � z 420 N w CY) LL N w Q (n 415 > z W W 410 (n Lu rl � Q 0-� Q Lu LL O O O 405 Q W = cn z U W 400 LU J W ul 395 W V 1 W O — U z 390 � J O w JLu 385 Q �9 CD LL LL o W O r"1 38o = PROPOSED 8"x6" REDUCER & 6" G.V. 82A \ PROPOSED 6" CL 52 DI WATERLINE 73 Lu C�C Lu PROPOSED 4" FIRE LINE PROPOSED WATER SERVICE \ c G Lu WITH 6"x4" TEE & 4" G.V. WITH 6"4' TEE & 4" G.V. 375 a `" JOB NO. l0 0 pI00 O M M� T�t OlLn � O N �t It irl � DD D't O � a0 M QlN rl Ii pNn M at) 172131 1 op 00 O O O O 00 Ol � M in O O o0 M � i O L^ 00 i ^ '^ Ln V) 0noo SCALE D rn L!It It N O 00 m Qt 't 't t 't M M 00 coOo o0 0 o0 o0 II IM M M M M m M M M M 1 _CO SHEET NO. 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 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 18 470 465 46o 455 PVI STA: io+iS.00 PVI ELEV: 451.23 K: 2.So PVI STA: 11+22.50 LVC: io.00 PVI ELEV. q55.27_1 .OW PT. STA: io+iS.00 LOW PT ELEV: 451.28 K• 9.59 LVC: 25.00 Orn O rn r�' O ° �' O °O 0 °O LNii PVI STA: is+99.6i ul rl Ln orl 't M Ln PVI ELEV: 455.83 H v o V r K: 9.43 ,ri> Lii> diH U di U LVC:25.o0 U m U w U > U > > m > w m m w w � r-I 00 � O ci Ln N 450 PROPOSED 8" 45' B PROPOSED 8" go' BEND TO TRAVELWAY A WATERLINE 1 445 440 435 465 PVI STA: 10+50.00 PVI ELEV: 451.93 K: 17.27 LVC: 45.00 0 00 L°n m ci N N Ln r� Ln o 't li Lii rl Lj vi m > w 6tio/0 to w L i 00 LO Ln Ln rl Ln ci N w H Lu lJ1 U V, U > m > w m w 21000/0 i -2.000% PROPOSED WATER SERVICE FILL WITH 8"4' TEE & 4" G.V. � (TYP.) 3.5 1.6' / 63 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE PROPOSED SANITARY SEWER CROSSING M N. PROPOSED \\ 8"x8" TEE \& 8" G.V. _PROPOSED 4" RELINE / WITH 8"x4" TEE & 4" G.V. 'ROPOSED WATER SERVICE NITH 8"x4" TEE & 4" G.V. EXISTING GRADE (TYP. / / / I ROPOSED 8" CL 52 DI WATERLINE PROPOSED GRADE (TYP.) 11 '�.65� 0 PROPOSED FORCE MAIN SANITARY SEWER SERVICE LATERAL CROSSING 1.5' 470 465 46o 455 450 445 440 LPROPOSED 8" go' BEND TO PROPOSED MORAGA STREET WATERLINE 8"x6" CROSS & (2) - 6" G.V. 435 I� Ln � Q N N ci 00 Q1 n Ol ci H ri 00 O Ln Lr^� H 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 FISHER STREET 465 VI STA: 10+75.00 / VI ELEV: 452.12 PVI STA:12+00.00 / K: 13.98 PVI ELEV: 450.87 46o LVC: 50.00 K: 5o.00 / EXISTING GRADE (TYP.) 46o O r� O N r� 00 LVC:5o.00 \ O O / O + rn O O d 't O N O ci O n O n? / o w � w r- L, rj Lr, PVI STA: 1 + 00 3 75 U U l N w PVI ELEV: 447.37 455 > 00 > "' > 0i > / K: 43 19 PVI S�fA: 15+41.21 455 m S89,0 w U m m U u, / LVC:2 00 S PVI ELEV: 01 445 w / °, � °, ° I�: 7.91 / N � r_ � LVC 25.00 rn � � 450 / v m u w PROPOSED GRADE (TYP.) 00 + \+ It 450 6" go" BEND TO /7PROPOSED -z.00/ m w 0nLij // IRE HYDRANT ASSEMBLY - _� 3 5, -1.42% > m >\ w m w V M N. 445 FI L' / / PROPOSED 1 445 (TYP.) 8"x6" CROSS & (2) - 6" G.V. / PROPOSED 4" FIRE LINE PROPOSED WATER SERVICE �SBo / WITH 6"x4" TEE & 4" G.V. WITH 6"4' TEE & 4" G.V. 1.5 1 3 1 / 1.1' 440 / PROPOSED 6" CL 52 DI WATERLINE 35 PROPOSED 12" ROOF/ 440 YARD DRAIN CROSSING 1 PROPOSED FORCE MAIN SANITARY I PROPOSED 6" go' BEND TO SEWER SERVICE LATERAL CROSSING PROPOSED WATER SERVICE �/ FIRE HYDRANT ASSEMBLY 435 WITH 6"4' TEE & 4" G.V. PROPOSED 4" FIRE LINE r FILL 435 WITH 6"x4" TEE & 4" G.V. /// (TYP.) 430 1 V 430 425 425 420 f �Y 420 415 v 415 410 410 00 n O Ln � Ln Ln t0 Ln Ln to It Ln N I It � O O N O r I O N O r! O Ln M O Ln rn O tD 11 rl Ln t '.j 0 �t t M It M M to 't l6 00 't 06 O Ln O ci lD In rj 't l0 1 M (Z It M N ko to N O to O 00 06 rt N M N Itko Itko 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 TRAVELWAY B 14+So 15+oo 15+50 16+oo REMOVE TO EXISTI WI 490 PVI STA: 1o+55.00 PVI ELEV: 486.29 K: 5.46 LVC: 6o.00 O m O m O co O M Ln Lfl Ln N N 00 00 co + It + It O Lii rl O L j vi of > 490 m w -2.00 485 FILL 485 / (TYP.) PROPOSED GRADE (TYP.) 480 PVI STA: 12+60.00 480 12" PLUG AND TIE-IN PVI E EV: 65 \IG 12" DI WATERLINE : 15.0 1 TH A 12"x8" REDUCER LVC: 120.00 475o o Ln o 0 + 0 rl O Ln o 475 Ln + rn rl U >> U CO w m w 470 3.5' 470 465 465 PROPOSED 8" CL 52 DI WATERLINE \ 46o v 46o EXISTING GRADE (TYP.) FILL (TYP.) 455 32 455 39 450 PROPOSED 8"x8" TEE & 8" G.V. 450 `/ 445 PROPOSED SANITARY 445 SEWER CROSSING 440 440 r'1 rq N N c-I �O l0 Ln O rn 0 l0 lfl V) \t °�' a� of � t to 00 It o6 o 4 N ' .t Ln °, It o `t 10+00 10+50 11+00 11+50 12+00 12+50 TRAVELWAY A NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.S' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 13+00 13+50 VERTICAL GRAPHIC SCALE 5 0 2-5 5 10 20 IN FEET 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft TH I� � SCOTT R. COLLINS�Z C-) No. 35791 ILI ZONAL E� J Q Z z m O O � z g U w U) o U) z J O Q U) z > LL. Lu � Q w z L9z Q J W CM M ~ N J CY) Q � z O LL w 00 N u) w a > z W zW J 67 Q JLu OL _ F___ Q LL L9 F___ p o O pC zQ P-1 Lu = u) z wU LL, ' J Lu Lu < Q ul U) i--i zW (� W O U z O J LLI cn J�Lu Q LL U LL 0 O W O N Q 2 F- Q Lu Z w O w d (n JOB NO. 172131 SCALE lit= 50' SHEET NO. 19 LTA 0 o � 465 465 SCOTT R. COLLINS�Z No. 35'791 � ZONAL E� J r/ Z z m O O z U � wLu z O Q It z_ > '� W z It rn >6. w -' PVI Q N o 7X z rl Q J ® O w Lij M M O N J C`�') Q � H O LL. Cn N (n Q HYDRANT > z 8"x6" TEE W °BEND J J U) Q J_ ui LL O o O 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 Q Q W Fm O RAGA STREET Lu z W W � J � < Q ul w (� W p NOTE: ALL ROADWAY EMBANKMENT MATERIAL _ SHALL CONSIST OF SOIL AND BE PLACED IN (n z SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER 0 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH W U) VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 Juj Q � NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN _ (D LL. AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL e O W SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS m O CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER VERTICAL GRAPHIC SCALE e N RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND Q BRIDGE SPECIFICATIONS, SECTION 302.03G. 5 0 2.5 5 10 20 NOTES: ( IN FEET) w Q 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 1 inch = 5 ft. w 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. a 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM HORIZONTAL GRAPHIC SCALE JOB No. SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 172131 SANITARY SEWER MUST BE PROVIDED. 0 2s so ioo c SCALE 1 "= 50' ( IN FEET ) � 1 inch = 50 ft. SHEET NO. 20 PVI STA: 10+12.00 PVI LEV:451.ia K: 5.13 LVC: 18.o0 4 60 °o � 001 M 460 � N L!1 � ,�; � ,�; PVI STA: 10+8 .51 j � u w PVI ELEV: 445.12 > m j K:15.27 m '-'-' LVC: 110.o PVI STA: 12+17.00 455 455 • � ^ � K:15.17 / VI STA:13+z6. o � � � � LVC: 3S.00 VI ELEV: 443.7 � w `� LLi LOW T. STA:12+1g. 4 / K� 9.44 w LOW PT ELEV: 443.4 450 m � "' o rn o -It / / � � � � \ \ 450 rn � m � / + � + � 1 } � + t / � W � W 1 m w m 0° "� 1 PVI STA: 15+10.00 � � w m w / 1 PVI ELEV: 435.15 445 WATER 1.00%•ooLC: : g. 445 PROPOSED 50.00 SERVICE CROSSING�3°om°o �PROPOSED 8" go° BEND TO rD �;•, �o �;•, N/FISHER STREET WATERLINE°+°�±�440 23/���v440OSED FORCE MAIN SANITARY SEWER SERVICE LATERAL CROSSING ° 1 m m w w FILL (TYP.) / PROPOSED 4" FIRE LINE 435 WITH 8"x4"TEE & 4" G.V. 435 ROPOSED GRADE (TYP.) PVI STA: 17+03.89 / PROPOSED WATER SERVICE �9 PVI ELEV: 415.05 / WITH 8"x4" TEE & 4" G.V. 1 K� 5.75 LVC: 115.00 43 o � PROPOSED 8" 11.25°BEND � a, 43 o M O M N k.0 N l0 rMl PROPOSED 8" 11.25°✓BE/ND � � ,+^ , w Y 25' a m 425 PVI STA: 18+10.00 425 1 ELEV: 411. o 36.49 L C: 75.0o PVI STA:19+60.00 �3 3.5' o u, N PVI E EV: 410.29 o 6o.00 42O PROPOSED 8" 45°BEND � � � � LVC: 420 + � + � 5 ,� ,,;•; °° LOW PT STA:1g+51.76 13 � � V LOW P ELEV: 410.46 mm w FI L' °o � °o °^,� 415 (TYP.) m o + � o 415 rn rn 1 vi � m vi j W PROPOSED 8" 11.25°BEND °�° � PROPOSED R BPTOEE & EXISTING GRADE TYP. o -1.010 •00% (�) - 8" G.V. 410 PROPOSED 8" CL 5z DI WATERLINE 410 PROPOSED FIRE HYDRANT \ ASSEMBLY WITH 8"x6"TEE 405 PROPOSED 8" 22.5°BEND \PROP8'x4"DTEFIRE & 4" 475 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo MH-11 - EX-MH NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 2S 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. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. so. 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). 455 M H-7 STA:o+oo.00 RIM:449.33 INV IN. 440.07 FROM MH-8 INV IN. 440.07 FROM MH-12 INV OUT. 439.87TO MH-6 ROPOSED GRADE (TYP.) 455 MH-12 STA:o+81.53 RIM:445.50 INV OUT. 440.5o TO MH-7 450 445 PROPOSED \ 8" DI 445 WATERLINE CROSSING FILL \ (TYP.) 1.5'r 440 EXISTING 440 GRADE (TYP.) 8" SDR-26 PVC 3.9 77.53 LF @a o.SS% P_\� 435 11 435 0+00 0+50 MH-12-MH-7 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 475 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 MH-EX \\ TIE-IN TO EXISTING MANHOLE \1 MH-1 ,- � III III, " I �lll I I II III I I1 I II I I �I II � III��"I 0//II l I IIl I I MH-2 1 1 I r ill 1. I - I MH-3 j I PROPOSED Zo' SANITARY SEWER EASEMENT CONN`C I �I 11� I I I I I I I I i I II I I I I I III I� II I I III II . II MH-4 \°° I � l ^ CONC \ �I �0 I r \ \\ �TH �S'COTT R. COLLINS� C-) No. 35791 ILI ZONAL E� Z W W ul z 00 CM co N co O 00 N w J_ w 0 Q U Lu U) Lu U) Q CD 0 0 N z Q Lu J Q z LL i z Lu Q Q 0 Lu V 0 z 0 U) w H H Lu Q 2 oC U Q W Lu 1_ — LL 0 Lu Lu W I --I z 'Q L / Lu � W 0 W d (n JOB NO. 172131 SCALE lit= 50' SHEET NO. 21 HT. OF 500 OBJ=3.5' Soo i 'C SIGN LINE OF SIGHT i 495 � 495 / 490 HT. OF 490 EYE=3.5� 485 485 PROPOSED GRADE (TYP.) i � EXISTING GRADE (TYP.) 480 480 HT. OF 475 OBJ=3.5' J 475 i 470 470 O l� N Lf1 ci O O Ol l0 � l0 O M l!1 N N M � I� � n � � 00 n O 00 N 00 00 l!1 W I � W ^ 00 O Ol ci Ol N Ol � Ol l� Ol 00 Ol O � 505 505 SCOTT R. COLLINS�Z C-) No. 35791 ILI ZONAL E� J Z z m o M O � z g U w � 0 � z J o a U > U- W z LULn Q N 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 TRAVELWAY A INTERSECTION SIGHT DISTANCE z Q J z 0 W CM d� N J 00 Q � z N LL 485 485 w � i N ci) w Q > z uj Lei z J W J J_ VERTICAL GRAPHIC SCALE U) Q/ LL 5 0 2.5 5 10 20 W I..L O L9 Q a- ( IN FEET ) Lu 1 inch = 5 ft.Ld_ Q U z Q � z HORIZONTAL GRAPHIC SCALE _ Cn Q 50 0 25 50 00 200Lw U W � �--� ( IN FEET ) W 1 inch = 50 ft. I H� V I —I zW U) (n W O U It z J~ O w () 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0 J� APPLETON STREET INTERSECTION SIGHT DISTANCE Q U- 0 LL 0 o w o N Q F- Q LU Z w o w a � JOB NO. 172131 SCALE 1 "= 50' SHEET NO. 22 480 480 LINE OF SIGHT--,,,,, HT. OF � EYE=3.5� 475 � 475 i 470 � PROPOSED EXISTING GRADE (TYP.) GRA7,Tvr) . 470 465 HT. OF OBJ=3.5' � 465 i 460 460 L!1 l0 lD lD ei l0 lf1 l0 N n N n O � O � Design Storm Year = 10 - � I � fly • -■■■-�■-��--■■--�-■- ,1 111 1 OEM 11 �® 1 :1 1111 11 ■I 1 I ■■■■■■■■■■■■ • : --■■■■■■�■■■ 1 1 , `I 1� 1 I I �1 1 111 , 1 I m� 1� ' ' ��. I --■■■■■■■■■■■■ 1 11 ■0 1 11 m� 1 11 � I I� I: --■■■■■■�■■■■■■ 1 I 1 00 1 11 m� 1 11 MUM ' --y��■■■■■■�■�■ 1 1 • `i 1� 1 11 ®1 111 1 11 m� 1 1 : 1 I : , , --■■■■■■�■■■■■■ 1 11 00 1 11 m� 1 11 �� ' 1 ® 1' 1 1 111 1 1 ■� 1 1 ■■■■■■-■■■■■ 1 --■■■■■■�■■■■■■ 1 II ■■ 1 11 m� 1 1 : I PIPE DESIGN n = 0.013 Pipe I [ydrolog Pipe c w E 0 c�i 3 o ~'o m E m � c o d m c m 3 o 0 ~ C W ���rrr N 0) E O 0Q ai _ LL - 6 3 fn W Q .m.. V U U F Ci Ci C C J C U Q U- > U- Rpe run: STR-10 - SWM Basin 10 8 046 0.60 0.276 0.276 5.00 6.67 1.84 1.84 405.33 404.85 90.2 0.013 0.0053 15 4.70 3.58 0.42 8 6 046 0.60 0.276 0.558 6.00 6.35 1.75 3.54 404.75 404.10 123.8 0.013 0.0052 15 4.66 4.17 0.49 6 4 015 0.70 0.105 3.164 7.65 5.90 0.62 18.67 404.00 398.50 70.3 0.013 0.0783 18 29.39 17.52 0.07 4 2 000 0.90 0.000 3.164 7.71 5.88 0.00 18.67 393.50 390.00 .1 0.013 0.1026 18 33.65 19.50 0.03 2 SWM 000 0.90 0.000 3.164 7.74 5.88 0.00 18.67 385.50 384.08 4.2 0.013 0.0414 11 24 46.03 13.84 0.04 Rpe run: STR-24 - STR-6 24 22 040 0.60 0.240 0.362 6.00 6.35 1.52 2.30 444.00 437.77 120.2 0.013 0.0518 15 14.70 8.58 0.23 22 20 015 0.80 0.120 0.482 6.23 6.28 0 75 3.03 437.67 437.10 98.0 0.013 0.0058 15 4.92 4.20 0.39 20 18 041 0.75 0.308 0.795 6.62 6.17 1.90 4.91 437.00 436.00 161.5 0.013 0.0062 15 5.09 4.72 0.57 18 16 009 0.70 0.063 1.771 7.19 6.02 0.38 10.65 434.00 430.43 103.8 0.013 0.0344 15 11.98 11.02 0.16 16 14 029 0.80 0.232 2.003 7.35 5.98 1.39 11.97 430.33 427.67 46.4 0.013 0.0573 15 15.46 13.91 0.06 14 12 000 0.90 0.000 2.357 7.41 5.96 0 00 14.05 1 424.00 1 415.35 116.4 0.013 1 0.0743 1 15 17.61 15.90 0.12 12 6 018 0.80 1 0.144 2.501 7.53 5.93 0.85 14.83 415.25 1 408.25 108.1 0.013 0.0647 15 16.43 15.15 0.12 Rpe run: STR-28 - STR-14 28 26 0 39 0.80 0.312 0.347 6.00 6.35 1.98 2.20 434.50 434.00 5.3 0.013 0.0059 15 4.96 3.90 0.36 26 14 0 01 0.80 0.008 0.355 6.36 6.25 0.05 2.21 429.00 426.92 3.2 0.013 0.0627 15 16.18 9.02 0.06 Rpe run: STR-34 - STR-18 34 32 018 0.90 0.162 0.162 5.00 6.67 1.08 1.08 440.42 439.60 3.6 0.013 0.0088 15 6.06 3.69 0.42 32 30 24 0.75 0.180 0.342 6.00 6.35 1.14 2.17 439.50 438.50 .7 0.013 0.0106 15 6.65 4.83 0.33 30 18 PO 13 0.80 0.104 0.913 6.33 6.26 0.65 5.71 434.83 434.10 15.7 0.013 0.0096 15 6.33 5.83 0.22 Rpe run: STR-40 - STR-30 40 018 0.75 0.135 0.135 5.00 6.67 0.90 0.90 452.00 451.85 9.1 0.013 0.0050 15 4.57 2.89 0.17 38 t36 015 0.75 0.113 0.248 5.17 6.61 0.74 1.64 451.75 441.10 170.2 0.013 0.0626 15 16.16 8.34 0.34 36 0.30 0.70 0.210 0.458 6.00 6.35 1.33 2.90 441.00 439.08 9.7 0.013 0.0241 15 10.03 6.99 0.19 Rpe run: STR-48B - UNDERGROUND DETENTION 48B 48 006 0.90 0.054 0.054 5.00 6.67 0.36 0.36 379.58 379.43 24.7 0.013 0.0061 15 5.05 2.37 0.17 48 46 020 0.60 0.120 0.174 6.00 6.35 0.76 1.10 379.33 379.18 20.7 0.013 0.0073 15 5.52 3.49 0.10 46 44 008 0.85 0.068 1.488 6.67 6.16 0.42 9.16 379.08 378.52 102.7 0.013 0.0055 24 16.78 5.43 0.32 44 42 004 0.85 0.034 1.522 6.99 6.07 0.21 9.23 378.42 377.85 108.0 0.013 0.0053 24 16.47 5.37 0.34 42 UGD 014 0.80 0.112 1.634 7.32 5.98 0.67 9.77 377.75 377.00 9.1 0.013 0.0089 24 21.34 6.61 0.05 Rpe run: STR-64 - STR-46 64 62 023 0.85 0.196 0.196 5.00 6.67 1.30 1.30 448.83 444.67 7.6 0.013 0.0616 15 16.03 7.79 0.14 62 60 029 0.60 0.174 0.747 6.00 6.35 1.10 4.74 438.67 431.60 36.6 0.013 0.1062 15 21.05 13.79 0.08 60 58 023 0.65 0.150 0.959 6.08 6.33 0.95 6.07 431.50 421.93 4.5 0.013 0.1013 15 20.56 14.53 0.11 58 56 011 0.60 0.066 1.025 6.19 6.30 0.42 6.45 421.83 412.60 2.0 0.013 0.1004 15 20.47 14.67 0.10 56 54 007 0.75 0.053 1.078 6.29 6.27 0.33 6.75 377.75 377.25 7.3 0.013 0.0685 15 16.91 12.87 0.01 54 52 005 0.90 0.045 1.123 6.30 6.26 0.28 7.03 410.00 400.67 1 105.3 0.013 0.0886 15 19.23 14.31 0.12 52 50 003 0.90 0.027 1.150 6.43 6.23 0.17 7.16 398.00 387.10 117.1 0.013 0.0931 15 19.71 14.67 0.13 50 46 016 0.60 0.096 1.246 6.56 6.19 0.59 7.71 387.00 383.25 80.4 0.013 0.0466 15 13.94 11.64 0.12 Rpe run: STR-60B - STR-60 606 1 60 1 007 1 0.90 0.063 1 0.063 1 5.00 1 6.67 1 0.42 1 0.42 1 434.50 1 433.67 36.1 0.013 1 0.0230 1 15 1 9.80 3.95 1 0.15 Rpe run: STR-70 - STR-62 70 1 68 003 0.90 0.027 0.027 5.00 6.67 0.18 0.18 461.50 461.10 13.5 0.013 0.0119 15 7.05 2.45 0.23 68 66 010 0.85 0.085 1 0.287 5.23 6.59 0.56 1.89 461.00 450.33 136.7 0.013 0.0781 1 15 18.05 9.31 0.24 66 1 62 012 0.75 0.090 1 0.377 5.47 6.52 0.59 2.46 444.50 443.67 87.9 0.013 0.0094 1 15 6.26 44.77 0.31 Rpe run: STR-72 - UNDERGROUND DErENTON 72 UGD 030 1 0.80 0.240 0.248 1 6.00 1 6.35 1 1.52 1 1.58 1 377.67 1 377.25 .8 0.013 1 0.0121 1 15 1 7.11 1 4.65 0.12 Rpe run: STR-74 - UNDERGROUND DETENTON 74 UGD 026 0.75 0.195 0.195 1 1 6.00 6.35 1.24 1 1.24 378.00 377.25 5.2 0.013 0.0110 1 15 1 6.78 1 4.12 1 0.26 Rpe run: UNDERGROUND DETENTION - SWIA BASIN UGD OUTFALL 80 010 0.90 0.090 0.090 5.00 6.67 0.60 10.10 369.97 369.85 9.9 0.013 0.0121 18 11.55 7.36 0.02 80 78 000 0.90 0.000 0.180 5.17 6.61 0.00 1 20.20 369.75 368.68 110.1 0.013 0.0097 24 22.28 8.02 0.23 78 76 000 0.90 0.000 0.180 5.40 6.54 0.00 20.20 368.58 365.75 112.7 0.013 0.0251 24 35.84 11.69 0.16 76 SWM 000 0.90 0.000 0.180 5.56 6.49 0.00 20.20 361.33 360.00 8.7 0.013 0.0464 24 48.73 14.65 0.03 Rpe run: UNDERGROUND DETENTION BYPA SS - STR-80 UGD BYPASS 82 090 0.090 0.090 5.00 6.67 0.60 10.10 378.25 377.92 6.1 0.013 0.0205 18 15.04 9.08 0.03 82 80 [�:!10 00 0.90 0.000 0.090 5.03 6.66 0.00 10.10 375.42 1 374.83 1 8.4 1 0.013 0.0101 18 10.56 1 6.80 0.14 Rpe run: STR-88 - OUTFALL 88 86 018 1 0.70 0.126 0.126 6.00 6.35 0.80 0.80 378.50 363.10 138.9 0.013 0.1109 15 21.51 8.29 0.28 86 84 000 1 0.90 0.000 0.126 :f:6.28 6.27 0.00 0.80 363.00 353.00 116.0 0.013 0.0862 15 18.97 7.65 0.25 84 OUT 0 00 0.90 0.000 0.126 6.53 6.20 0.00 0.80 350.00 340.00 121.5 0.013 0.0823 15 18.53 7.48 0.27 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 n 0 ° x U 2 o N a) y N L ? M a m C 3 « o U N c 3 °c' N p U to x � § W 3 2C d 20 N a) -9 0 3 o d m 4 ) � m 6 a c Z d E Q H m o m c 3p m o `m d d > rn m o. c w N 'ia m x D u 3 $ > > E @ pOp .t-. Q Q C m Ol 3 rj 3 N 0 II a)-X J C a > J Q U U Ci C7 a !n rn VJ VJ F- w co zo U) J J W C7 a o 6 3B 12.0 1 0.15 0.70 0.105 0.42 0.00 0.42 0.0500 0.0200 2.0 0.0200 1.0000 3.56 0.87 2.0000 0.0833 0.0925 8.95 1.34 1.00 0.42 0.00 12 3B 16.0 0.18 0.80 0.144 0.58 0.00 0.58 0.1025 0.0200 2.0 0.0200 1.0000 3.51 0.88 2.0000 0.0833 0.0933 12.60 1.27 1.00 0.58 0.00 18 3B 10.0 0.09 0.70 0.063 0.25 0.00 0.25 0.0500 0.0200 2.0 0.0200 1.0000 2.94 0.94 2.0000 0.0833 0.0983 6.96 1.44 1.00 0.25 0.00 22 3B 12.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0340 0.0200 2.0 0.0200 1.0000 4.03 0.84 2.0000 0.0833 0.0900 8.57 1.40 1.00 0.48 0.00 26 3B 4.0 0.01 0.80 0.008 0.03 0.00 0.03 0.0500 0.0200 2.0 0.0200 1.0000 1.36 1.00 2.0000 0.0833 0.1033 2.84 1.41 1.00 0.03 0.00 34 3B 12.0 0.18 1 0.90 0.162 0.65 0.00 0.65 0.0200 0.0200 2.0 0.0200 1.0000 4.98 0.75 2.0000 0.0833 0.0825 8.73 1.37 1.00 0.65 0.00 38 3B 14.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0825 0.0200 2.0 0.0200 1.0000 3.33 0.90 2.0000 0.0833 0.0950 10.53 1.33 1.00 0.45 0.00 40 3B 16.0 0.18 0.75 0.135 0.54 0.00 0.54 0.0715 0.0200 2.0 0.0200 1.0000 3.66 0.87 2.0000 0.0833 0.0925 11.07 1,45 1.00 0.54 0.00 48 3B 12.0 0.20 0.60 0.120 0.48 0.00 0.48 0.0350 0.0200 2.0 0.0200 1.0000 4.00 0.84 2.0000 0.0833 0.0900 8.64 1.39 1.00 0.48 0.00 48B 3B 8.0 0.06 0.90 0.054 0.22 0.00 0.22 0.0350 0.0200 2.0 0.0200 1.0000 2.97 0.94 2.0000 0.0833 0.0983 5.86 1.37 1.00 0.22 0.00 50 3B 14.0 0.16 0.60 0.096 0.38 0.00 0.38 0.1100 0.0200 2.0 0.0200 1.0000 2.97 0.94 2.0000 0.0833 0.0983 10.52 1.33 1.00 0.38 0.00 52 3B 8.0 0.03 0.90 0.027 0.11 0.00 0.11 0.1150 0.0200 2.0 0.0200 1.0000 1.83 1.00 2.0000 0.0833 0.1033 6.07 1.32 1.00 0.11 0.00 54 3B 10.0 0.05 0.90 0.045 0.18 0.00 0.18 0.1190 0.0200 2.0 0.0200 1.0000 2.20 1.00 2.0000 0.0833 0.1033 7.61 1.31 1.00 0.18 0.00 56 3B 10.0 0.07 0.75 0.053 0.21 0.00 0.21 0.1100 0.0200 2.0 0.0200 1.0000 2.37 0.99 2.0000 0.0833 0.1025 7.96 1.26 1.00 0.21 0.00 58 3B 12.0 0.11 0.60 0.066 0.26 0.00 0.26 0.1150 0.0200 2.0 0.0200 1.0000 2.56 0.98 2.0000 0.0833 0.1017 8.93 1.34 1.00 0.26 0.00 60 313 18.0 0.23 0.65 0.150 0.60 0.00 0.60 0.1050 0.0200 2.0 0.0200 1.0000 3.54 0.88 2.0000 0.0833 0.0933 12.89 1.40 1.00 0.60 0.00 60B 3B 12.0 0.07 0.90 0.063 0.25 0.00 0.25 0.1215 0.0200 2.0 0.0200 1.0000 2.49 0.98 2.0000 0.0833 0.1017 8.90 1.35 1.00 0.25 0.00 66 3B 14.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0950 0.0200 2.0 0.0200 1.0000 2.98 0.94 2.0000 0.0833 0.0983 9.80 1.43 1.00 0.36 0.00 68 3B 14.0 0.10 0.85 0.085 0.34 0.00 0.34 0.1075 0.0200 2.0 0.0200 1.0000 2.85 0.95 2.0000 0.0833 0.0992 9.88 1.42 1.00 0.34 0.00 70 3B 8.0 0.03 0.90 0.027 0.11 0.00 0.11 0.0875 0.0200 2.0 0.0200 1.0000 1.93 1.00 2.0000 0.0833 1 0.1033 5.60 1.43 1.00 0.11 0.00 - for Inlets draining to stormwater management taclities, where overland flow to facilities Is not available, 1U01/b capture is required at 6.51n/hr 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 N 0 mQ rn a as x U @ N co O- C 0 rn C J2 U O iV C N C O 0 4)w m u o n 3 ^ x w o c u o. rn o o O o � > oUl6 oi 16 ca d a) N 7, � x °>� CO U >a) s0 .9 x d O coa OO a3 O 11 II E a > J Q U U O O C7 c6 ua va rn F W m co a) J J W O O u 0� 6 3B 12.0 0.15 0.70 0.105 0.68 0.00 0.68 0.0500 0.0200 2.0 0.0200 1.0000 4.27 0.82 2.0000 0.0833 0.0883 11.28 1.06 1.00 0.68 0.00 12 3B 16.0 0.18 0.80 0.144 0.94 0.00 0.94 0.1025 0.0200 2.0 0.0200 1.0000 4.21 0.82 2.0000 0.0833 0.0883 15.97 1.00 1.00 0.94 0.00 18 3B 10.0 0.09 0.70 0.063 0.41 0.00 0.41 0.0500 0.0200 2.0 0.0200 1.0000 3.53 0.87 2.0000 0.0833 0.0925 8.85 1.13 1.00 0.41 0.00 22 3B 12.0 0.15 0.80 0.120 0.78 0.00 0.78 0.0340 0.0200 2.0 0.0200 1.0000 4.83 0.76 2.0000 0.0833 0.0833 11.00 1.09 1.00 0.78 0.00 26 3B 4.0 0.01 0.80 0.008 0.05 0.00 0.05 0.0500 0.0200 2.0 0.0200 1.0000 1.63 1.00 2.0000 0.0833 0.1033 3.48 1.15 1.00 0.05 0.00 34 3B 12.0 0.18 0.90 0.162 1.05 0.00 1.05 0.0200 0.0200 2.0 0.0200 1.0000 5.97 0.67 2.0000 0.0833 0.0758 11.26 1.07 1.00 1.05 0.00 38 3B 14.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0825 0.0200 2.0 0.0200 1.0000 3.99 0.84 2.0000 0.0833 0.0900 13.34 1.05 1.00 0.73 0.00 40 3B 16.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0715 0.0200 2.0 0.0200 1.0000 4.39 0.80 2.0000 0.0833 0.0867 14.11 1.13 1.00 0.88 0.00 48 3B 12.0 0.20 0.60 0.120 0.78 0.00 0.78 0.0350 0.0200 2.0 0.0200 1.0000 4.80 0.76 2.0000 0.0833 0.0833 11.10 1.08 1.00 0.78 0.00 48B 3B 8.0 0.06 0.90 0.054 0.35 0.00 0.35 0.0350 0.0200 2.0 0.0200 1.0000 3.56 0.87 2.0000 0.0833 0.0925 7.45 1.07 1.00 0.35 0.00 50 3B 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 52 313 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 54 313 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 56 313 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 60 313 18.0 0.23 0.65 0.150 0.97 0.00 0.97 0.1050 0.0200 2.0 0.0200 1.0000 4.25 0.81 2.0000 0.0833 0.0875 16.43 1.10 1.00 0.97 0.00 60B 3B 12.0 0.07 0.90 0.063 0.41 0.00 0.41 0.1215 0.0200 2.0 0.0200 1.0000 2.99 0.94 2.0000 0.0833 0.0983 11.14 1.08 1.00 0.41 0.00 66 3B 14.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0950 0.0200 2.0 0.0200 1.0000 3.58 0.87 2.0000 0.0833 0.0925 12.46 1.12 1.00 0.59 0.00 68 3B 14.0 0.10 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 3B 8.0 0.03 0.90 0.027 0.18 0.On 0.18 0.0875 0.0200 2.0 0.0200 1.0000 2.31 0.99 2.0000 0.0833 0.1025 6.90 1.16 1.00 0.18 0.00 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required) at 6.5in/hr , IT]H[ 07 N �f'SCCOTT R. COLLINS�Z C-) No. 35791 ILI IONAL E� J Q Z z m O Z:) O z U a W � z J O Q V) z_ > 11 W cez Ul ii z J r w H� N J N N (n Q > z Cw W G V 1 J z VJ < O Q J � � ZD U Q _ U U w w 01- V w Q � Q z_ V J (/1 Q w ILVL/..L LU O U z F--- O Nw U) LU LMI_ I..L 1'''< LL V O w O • l N Q LL H rW-, Z W W IY _ a In JOB NO. 172131 SCALE N/A SHEET NO. 23 1H 0�� SCOTT R. COLLINS7 No. 35'791 � ZONAL E� 11 Z z O J co m D O U wLU o z � W z O > LU J Q z_ w Q Z z ce w rn -' i z 13 " gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlets read and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffl a for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to incl de overland flow as well as yard inlet and roof drain drainage areas. co co N P-1 V ) J Q Z u Wo N W < (n'Fa z Uj 11 o W J ® ^ rl Z < Q U) z O Q J _ Cn U U W LLJ 0� U w V 1 W V Ul Q Q z_ J H� W mow�// �/1 ILVL) O 12. Q U' z j w O U) LL_ JLU LL r� V LL. _ �9 Q W o �i _ �® N Q `2 LL gutter longitudinal slope of 0.001 shout be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. Q w r-+ 0 a w _ to JOB NO. 172131 SCALE N/A _ �� �o SHEET NO. 24 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity Mannings Coefficient, n is 0.013 and depth) Inlet Hydrology Curb and Gutter Inlet � � H o c O�`, m 0 a > N c m � d "O ui . N 0 3 o-° � � °� iu x °- � w X U � cn cn L a o O N � o 0 � � m E t w x left 0.15 0.60 0.090 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.00 right 0.31 0.60 0.186 0.74 0.00 0.74 0.0010 0.0200 2.0 0.0200 1.0000 9.19 8 3C 10.0 combined flow 1.1 0.11 0.235 5.38 left 0.11 0.60 0.066 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0200 1.0000 6.23 right 0.35 0.60 0.210 0.84 0.00 0.84 0.0010 0.0200 2.0 0.0200 1.0000 9.62 10 3C 10.0 combined flow 1.1 0.11 0.235 5.38 left 0.24 0.80 0.192 0.77 0.00 0.77 0.0010 0.0200 2.0 0.0833 4.1650 9.30 right 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0833 4.1650 5.17 16 3C 8.0 combined flow 0.9 0.11 0.232 5.33 left 0.17 0.75 0.128 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0200 1.0000 7.98 right 0.24 0.75 0.180 0.72 0.00 0.72 0.0010 0.0200 2.0 0.0200 1.0000 9.08 20 3C 10.0 combined flow 1.2 0.12 0.252 5.78 left 0.12 0.60 0.072 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0200 1.0000 6.44 right 0.28 0.60 0.168 0.67 0.00 0.67 0.0010 0.0200 2.0 0.0200 1.0000 8.85 24 3C 8.0 combined flow 1.0 0.11 0.238 5.45 left 0.10 0.80 0.080 0.32 0.00 0.32 0.0010 0.0200 2.0 0.0200 1.0000 6.70 right 0.29 0.80 0.232 0.93 0.00 0.93 0.0010 0.0200 2.0 0.0200 1.0000 9.99 28 3C 10.0 combined flow 1.2 0.12 0.255 5.84 left 0.04 0.80 0.032 0.13 0.00 0.13 0.0010 0.0200 2.0 0.0200 1.0000 4.75 right 0.09 0.80 0.072 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0200 1.0000 6.44 30 3C 6.0 combined flow 0.4 0.07 0.154 3.54 left 0.08 0.75 0.060 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.01 right 0.16 0.75 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0833 4.1650 7.80 32 3C 6.0 combined flow 0.7 0.10 0.223 5.10 left 0.14 0.70 0.098 0.39 0.00 0.39 0.0010 0.0200 2.0 0.0200 1.0000 7.23 right 0.16 0.70 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0200 1.0000 7.60 36 3C 8.0 combined flow 0.8 0.10 0.218 4.99 left 0.07 0.80 0.056 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0200 1.0000 5.86 right 0.07 0.80 0.056 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0200 1.0000 5.86 42 3C 6.0 combined flow. 0.4 0.07 0.162 3.72 left 0.01 0.85 0.009 0.03 0.00 0.03 0.0010 0.0200 2.0 0.0200 1.0000 2.89 right 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0200 1.0000 4.36 44 3C 4.0 combined flow 0.1 0.04 0.086 1.96 left 0.04 0.85 0.034 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0200 1.0000 4.86 right 0.04 0.85 0.034 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0200 1.0000 4.86 46 3C 4.0 combined flow 0.3 0.06 0.136 3.12 left 0.13 0.60 0.078 0.31 0.00 0.31 0.0010 0.0200 2.0 0.0833 4.1650 6.64 right 0.16 0.60 0.096 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0833 4.1650 7.17 62 3C 6.0 combined flow 0.7 0.10 0.218 4.99 left 0.13 0.85 0.111 0.44 0.00 0.44 0.0010 0.0200 2.0 0.0200 1.0000 7.56 right 0.10 0.85 0.085 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0200 1.0000 6.85 64 3C 6.0 combined flow 0.8 0.11 0.235 5.39 left 0.23 0.80 0.184 0.74 0.00 0.74 0.0010 0.0200 2.0 0.0200 1.0000 9.15 right 0.07 0.80 0.056 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0200 1.0000 5.86 72 3C 8.0 combined flow 1.0 0.11 0.238 5.45 left 0.12 0.75 0.090 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.00 right 0.14 0.75 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0200 1.0000 7.42 74 3C 6.0 combined flow 0.8 0.11 0.235 5.38 left 0.10 0.70 0.070 0.28 0.00 0.28 0.0010 0.0200 2.0 0.0200 1.0000 6.37 right 0.08 0.70 0.056 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0200 1.0000 5.86 88 3C 6.0 combined flow 0.5 0.08 0.176 4.02 INLETS IN SUMP, DESIGN (CURB SPREAD Intensity 6.50 (Intensity Mannings Coefficient, n is 0.013 AND INLET SPREAD AND DEPTH) is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Inlet Hydrology Curb and Gutter Inlet 0_ m (�° � l0 J F O oa a > � U N O O >NO � � C f6 O � � U O O Ci ii N °i rri . x � N Q N N N � N X Q x °' 3 3 N u) � cn cn r O) t1. O N B N 16 Y 3 �• O- N o t �, -o left 0.15 0.60 0.090 0.59 0.00 0.59 0.0010 0.0200 2.0 0.0200 1.0000 8.40 right 0.31 0.60 0.186 1.21 0.00 1.21 0.0010 0.0200 2.0 0.0200 1.0000 11.03 8 3C 10.0 combined flow 1.8 0.15 0.324 7.44 left 0.11 0.60 0.066 0.43 0.00 0.43 0.0010 0.0200 2.0 0.0200 1.0000 7.48 right 0.35 0.60 0.210 1.37 0.00 1.37 0.0010 0.0200 2.0 0.0200 1.0000 11.54 10 3C 10.0 combined flow 1.8 0.15 0.324 7.44 left 0.24 0.80 0.192 1.25 0.00 1.25 0.0010 0.0200 2.0 0.0833 4.1650 11.16 right 0.05 0.80 0.040 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0833 4.1650 6.20 16 3C 8.0 combined flow 1.5 0.15 0.321 7.36 20 3C 10.0 left 0.17 0.75 0.128 0.83 0.00 0.83 0.0010 0.0200 2.0 0.0200 1.0000 9.57 right 0.24 0.75 0.180 1.17 0.00 1.17 0.0010 0.0200 2.0 0.0200 1.0000 10.89 combined flow 2.0 0.16 0.349 7.99 24 3C 8.0 left 0.12 0.60 0.072 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 right 0.28 0.60 0.168 1.09 0.00 1.09 0.0010 0.0200 2.0 0.0200 1.0000 10.61 combined flow 1.6 0.15 0.329 7.53 left 0.10 0.80 0.080 0.52 0.00 0.52 0.0010 0.0200 2.0 0.0200 1.0000 8.04 right 0.29 0.80 0.232 1.51 0.00 1.51 0.0010 0.0200 2.0 0.0200 1.0000 11.98 28 3C 10.0 combined flow 2.0 0.16 0.352 8.07 left 0.04 0.80 0.032 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0200 1.0000 5.70 right 0.09 0.80 0.072 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 30 3C 6.0 combined flow 0.7 0.10 0.214 4.89 left 0.08 0.75 0.060 0.39 0.00 0.39 0.0010 0.0200 2.0 0.0200 1.0000 7.21 right 0.16 0.75 0.120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0200 1.0000 9.36 32 3C 6.0 combined flow 1.2 0.14 0.308 7.05 left 0.14 0.70 0.098 0.64 0.00 0.64 0.0010 0.0200 2.0 0.0200 1.0000 8.67 right 0.16 0.70 0.112 0.73 0.00 0.73 0.0010 0.0200 2.0 0.0200 1.0000 9.12 36 3C 8.0 combined flow 1.4 0.14 0.301 6.89 left 0.07 0.80 0.056 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.03 right 0.07 0.80 0.056 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.03 42 3C 6.0 combined flow. 0.7 0.10 0.224 5.14 left 0.01 0.85 0.009 0.06 0.00 0.06 0.0010 0.0200 2.0 0.0200 1.0000 3.47 right 0.03 0.85 0.026 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0200 1.0000 5.23 44 3C 4.0 combined flow 0.2 0.05 0.118 2.71 46 3C 4.0 left 0.04 0.85 0.034 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0200 1.0000 5.83 right 0.04 0.85 0.034 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0200 1.0000 5.83 combined flow 0.4 0.09 0.188 4.31 62 3C 6.0 left 0.13 0.60 0.078 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0200 1.0000 7.96 right 0.16 0.60 0.096 0.62 0.00 0.62 0.0010 0.0200 2.0 0.0200 1.0000 8.60 combined flow 1.1 0.14 0.301 6.90 left 0.13 0.85 0.111 0.72 0.00 0.72 0.0010 0.0200 2.0 0.0200 1.0000 9.07 right 0.10 0.85 0.085 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0200 1.0000 8.22 64 3C 6.0 combined flow 1.3 0.15 0.325 7.45 left 0.23 0.80 0.184 1.20 0.00 1.20 0.0010 0.0200 2.0 0.0200 1.0000 10.98 right 0.07 0.80 0.056 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.03 72 3C 8.0 combined flow 1.6 0.15 0.329 7.53 left 0.12 0.75 0.090 0.59 0.00 0.59 0.0010 0.0200 2.0 0.0200 1.0000 8.40 right 0.14 0.75 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0200 1.0000 8.90 74 3C 6.0 combined flow 1.3 0.15 0.325 7.44 left 0.10 0.70 0.070 0.46 0.00 0.46 0.0010 0.0200 2.0 0.0200 1.0000 7.64 right 0.08 0.70 0.056 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.03 88 3C 6.0 combined flow 0.8 0.11 0.243 5.56 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. N DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 10 DI-3C CG-6 10 410.33 9 15 90.18 0.53% 405.33 404.85 RCP 8 DI-3C CG-6 10 411.33 7 15 123.84 0.52% 404.75 404.10 RCP 6 DI-3B CG-6 12 414.25 5 18 70.27 7.83% 404.00 398.50 RCP 4 M H CG-6 0 404.50 3 18 34.11 10.26% 393.50 390.00 RCP 2 M H CG-6 0 391.00 1 24 34.21 4.14% 385.50 384.08 RCP 24 DI-3C CG-6 8 451.58 23 15 120.19 5.18% 444.00 437.77 RCP 22 DI-3B CG-6 12 444.50 21 15 97.96 0.58% 437.67 437.10 RCP 20 DI-3C CG-6 10 442.33 19 15 161.51 0.62% 437.00 436.00 RCP 18 DI-3B CG-6 10 441.00 17 15 103.75 3.44% 434.00 430.43 RCP 16 DI-3C CG-6 8 436.33 15 15 46.41 5.73% 430.33 427.67 RCP 14 M H CG-6 0 433.58 13 15 116.40 7.43% 424.00 415.35 RCP 12 DI-3B CG-6 16 421.92 11 15 108.14 6.47% 415.25 408.25 RCP 28 DI-3C CG-6 10 441.00 27 15 85.29 0.59% 434.50 434.00 RCP 26 DI-3B CG-6 4 443.00 25 15 33.20 6.27% 429.00 426.92 RCP 34 DI-3B CG-6 12 449.67 33 15 93.59 0.88% 440.42 439.60 RCP 32 DI-3C CG-6 6 447.33 31 15 94.67 1.06% 439.50 438.50 RCP 30 DI-3C CG-6 6 446.00 29 15 75.66 0.96% 434.83 434.10 RCP 40 DI-3B CG-6 16 458.67 39 15 29.05 0.50% 452.00 451.85 RCP 38 DI-3B CG-6 14 449.08 37 15 170.23 6.26% 451.75 441.10 RCP 36 DI-3C CG-6 8 446.00 35 15 79.68 2.41 % 441.00 439.08 RCP 48B DI-3B CG-6 8 386.83 48A 15 24.72 0.61 % 379.58 379.43 RCP 48 DI-3B CG-6 12 386.67 47 15 20.68 0.73% 379.33 379.18 RCP 46 DI-3C CG-6 4 389.25 45 24 102.65 0.55% 379.08 378.52 RCP 44 DI-3C CG-6 4 390.67 43 24 108.03 0.53% 378.42 377.85 RCP 42 DI-3C CG-6 6 386.50 41 24 19.14 0.89% 377.75 377.00 RCP 64 DI-3C CG-6 6 456.83 63 15 67.58 6.16% 448.83 444.67 RCP 62 DI-3C CG-6 6 452.67 61 15 66.55 10.62% 438.67 431.60 RCP 60 DI-3B CG-6 18 440.17 59 15 94.47 10.13% 431.50 421.93 RCP 58 DI-36 CG-6 12 429.83 57 15 91.97 10.04% 421.83 412.60 RCP 56 DI-36 CG-6 10 419.75 55 15 32.96 1.00% 412.50 412.17 RCP 54 DI-36 CG-6 10 419.42 53 15 105.31 8.86% 410.00 400.67 RCP 52 DI-36 CG-6 8 406.67 51 15 117.09 9.31 % 398.00 387.10 RCP 50 DI-36 CG-6 14 393.33 49 15 80.42 4.66% 387.00 383.25 RCP 60B DI-3B CG-6 12 441.92 60A 15 36.14 2.30% 434.50 433.67 RCP 70 DI-3B CG-6 8 470.67 69 15 33.46 1.19% 461.50 461.10 RCP 68 DI-36 CG-6 14 469.83 67 15 136.71 7.81 % 461.00 450.33 RCP 66 DI-36 CG-6 14 454.67 65 15 87.92 0.94% 444.50 443.67 RCP 72 DI-3C CG-6 8 384.17 71 15 34.76 1.21% 377.67 377.25 RCP 74 DI-3C CG-6 6 382.50 73 15 65.17 1.10% 378.00 377.25 RCP UGD OUTF LL MH CG-6 0 384.50 80A 18 9.88 1.21 % 369.97 369.85 RCP 80 MH CG-6 0 384.08 79 24 110.07 0.97% 369.75 368.68 RCP 78 MH CG-6 0 385.00 77 24 112.67 2.51 % 368.58 365.75 RCP 76 MH CG-6 0 371.00 75 24 28.65 4.64% 361.33 360.00 RCP UGD BYPASS MH CG-6 0 383.42 80B 18 16.07 2.05% 378.25 377.92 RCP 82 M H CG-6 0 384.08 81 18 58.37 1.01 % 375.42 374.83 RCP 88 DI-3C CG-6 6 384.50 87 15 138.88 11.09% 378.50 363.10 RCP 86 MH CG-6 0 369.50 85 15 115.99 8.62% 363.00 353.00 RCP 84 MH CG-6 0 357.50 83 15 121.46 8.23% 350.00 340.00 RCP STR CTURE RAINAGE D FLOW TYPE INLET TYPE AREA (FT2� P�RIMETER (FT) A (ACRES) C I ( Q 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% SLOE 475 — — RT. TURN — \ LANE TAPER \ 470 a \ 470 Lu Lu Lu a Lu LuLn Ln \ 465 � 465 l0 a> rl N M N rlY ul 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 W W w w \ 470 465 465 \ M Ln 1p 1p 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 W W LA \ 470 465 \ 465 O O ei c I O O O l^ lfl 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 lD 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 -t N 00 0 H 0 ci 0 ci 0 H C ci 0 N ci coI c l 0. 00 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 Cl 00 ci 0 ci H M L!1 u1 OD 00 O 0 I� l0 1p lD0 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 TFa LANE TAPER 48o w Lu w a Lu m Ln Ln \ 475 475 M U? 1p dl N O Ql 00 Vl LD 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 � \ w \ 48o w w 48o 475 475 Ql 1p I'. �m . 00 00 kD 1p 1p 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 l0 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. TURN LANE 490 — — 485 m w w m m w w m 485 V w w w w w LLl wxu tt m w w w w 48o 48o O O O O O 1p 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+40 495 490 — �% SLOPE _� — -- -- -- -- -- - - — v a a V — — 490 V a a v 485 w m w w mm w m w w m w 485 0 o rn � IT O l�_ Ln N Cil N m ci m ci m ci m ci m O m O 0) 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 — -- -- -- a — — — -- 490 V m a w a v m LANE v m a V m 485 w w w W w W V m w w w w w w W Q' w 485 1p L!) N Ol 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� J Q Z z o O z U a w Lu z J O Q (n z_ > LL. W Icez Lu Q N o - z 0 Q J Lu M TM V J N Q CY) z z ' O w N LL rn ' U w N a V) Lu > cn w LuO J U ��^^ vJ Lu o- M Q Q p o O 0 Q Q U Lu � oC Lu < Qul z U) P--1 p (f) p� zw Lu O ED = LL z LL Lu J O ^ w JLL Lu Q LL LU _ CD LL OL o Lu o r-) N Q H rw-, Lu Z Of CL w (n JOB NO. 172131 SCALE 1 "=10' _ ® SHEET NO. 25