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Home My WebLink AboutSUB201300091 Plan - Revision Road Plan and Comps. 2014-07-29Al 9 A , ; 9 0 A I I] n I IL A A -I-- r MLI " A Biel q -JT� K TM 625 PARCEL 25 TM 78, PARCEL 59 & 59A TM 78E, PA CEL HI 7a n 1 'j I 0 W1 l 0 . ralft I LM "; et C--i County of:i' e CoqurvAbb flan Checklist - `1'o be placed miLandst ape Plans (handbook; pp 11I 2t81-Ii149.7 for eonipletc:specifications). T, .nip followirig items shall be shown :on the plan., Trees to be saved; ;Limits,pf cli armg (outside clripline. of irecs.to be. saved); 0 Location and type ofprotc7:tive fencing; Grade changes requiting tree Wells or. Wails ® Proposed t •enching or tupneting beyond the limit&ofcleal'iiig, 2. MarScines^ t111 trees to be saved shall be marked with print or ribbon at a1ici'glit clearly visible to,equipment operators:. Q Nb gradi�i shall bcginuntil the tree marking has been inspected: and it by a County Inspector. 3. Pr&Coustruction Conferenee:. ® Tree. preservation and_protection measutes.shall be revidwed with the contractor on.site. 4. Equipment Oiteration and Storage: Heavy equipment, vehicular traffic and:storage of cotistriiction ttiaterials inchiding:soil shall not be permitted withiwthe.driplirres of trees to be saved. 5. Soll Erosion and Stormwpter Detention Devices:. l 'Such devices shall not adversety affect trees to be saved. $, Ftre§r Fires are riot periiiitted. witltin 100 feet:of the drpline df tt'ees to be saved:. 7: Toxic: Materials.. d `Conic: maferials shall not be stored within 160 feet 'of the dripline of frees: to be saved. S. Protective Feiici t Cif Trees to be'retained wit}rui 40'feet of a proposed biiildtng qr grlding activity shal(be protected by feq ing. Fencing shall be in place and shall be. inspected and' approved. by a County Tnspector Of, r.toi graditigor ebb iruetiori: 9. Tree Wells: Cal -When the ground level niusr: be raised within the:driplino of:a tree to be saved, a tree well shill be.provided and.a constriction detail submitted for approval. A Tree halls: when the groutid level must be lowered within the dripline a tree to be saved,, a tree ivali shall be provided', and a constructiondetail submitted for approval, l l Trenchfue and.1 unneling. When trenching is regutred withtn thc:litnits of clearing, iti'sliall be done as faraway from'tEic ttuuks of trees as pnssibte. Tunneling under a large tree shall be considered as.an altern4ve. when it is anticipated that necessary trenching will destroy feeder. rgois. .12..C1eanu Protective fencing shall be the last items renioved during the final cleanup. 13.. Dama edd Trees: Damaged trees shall be treated.immediatefy by pruning, fertilization or other:melhods.racornmerided by a tree.specialist: N rg: fe I8 THE DtVE.I.OPER'S RESPON..S.18Ii:I'P,Y'f0 CONFER WJTH THE CONTRACTOR'ON TREE CONSERVATION CONTRACT PURCHASER SIGNATURE (DATE) 5/1106Page l.of1 Curvel Radius ITangent Length Delta Chord Chord Bear. C1 175.00 T65 19.29 618 56 19.28 S 26'0123 W C2 35.00 33.50 53.44 87'2912 ;ff40 T 20'52 55 E C3 - 540.00 56.77 113.12 —1 2 Q 112.91 N 7037 51 W C4 35.00 29.63 49.18 80'3010 45.23 N 63'0 02 E 12.41 24.79 6'18 47 4.7 2 N 26'0124 E 195.01 147140 157.98 314.76 12'14 54 314.% N 1334 20 E Course Bearing L1 S T6—W 34° E L2 N 8218 49 .E L3 N 55*4711: E L4 N 543417 E L5 N 63'5310 E L6 N 78'35 38 I L7 S 88'54 21 E L8 S 54'53 41 E L9 S 43'Q813 E L10 S 53'42 2 1 Lt 1 1 S 174615 E L12 1 S 10"3018 V L13 S 26'34 07 I L14 S 111150 E U5 S 42'5815 E L16 S 03'27 49 1 L17 S 35 33 55 1 58 S 20'38 22 1 L19 : S 02'4516 1 L20 S 39 49 04 1 L21 S 39 49 04 1 L22 S 25'0139 1 L23 I N 64'58 21 1 L24 I N 64'58 21 i L25 I S 49'2 31 1 L26 IS 22'5158 1 L27 I N 22'51 1 L28 I N 13'32 43 1 L29 N 64'58 21 1 L30 N 401 VW I i 1-1 N 38'24 58 L32 IN 070910 I L33 I N 1419 04 1 TMP 78E—H FONTANA LAND TRUST 20' RWSA ESMT DB 859 PG 5: DB 742 PG 195, 197 PLAT T. KMH F DB I SP1 Cover Sheet SP2 Notes, Abbreviations, & Legend SP3 Road Sections & Code of Development Tables SP4 Existing Conditions CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION FIRE AND RESCUE ,ti'�r -q- p p� � t Ec 0 W . H p ey. �o MC F. MYER - 9 L' . No. 33028 I DNA L d A } m w U W U co Z z � O U W w 0 i!] P. U m p W o � U) CQ :•�+ o o c9 co U U U ® U o t;1 0 U lg:u Z W U- tE I+" z O T� Q � � W � c F—i F�--t-t Q r� z w W W 2 fit DOM. PROJECT NO:12.006 INDEX TITLE: S t SHEET NO: 1 OF 48 DATE: 04/20/13 SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND GENERAL ° �� REDUS VA HOUSING, LLC. GENERAL CONSTRUCTION NOTES: EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION 1. Prior to any construction within any existing public right-of-way, including connection to ABAN ABANDONED) MAX MAXIMUM 170 SOUTH PANTOPS DRIVE any existing road, a permit shall be obtained from the Virginia Department of PROPERTY LINE x .l" rt CHARLOTTESVILL& VA 22903 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ADJ ADJUST MIN MINIMUM x 12° Tc TOP OF CURB ELEVATION D OPER: 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 AHD AHEAD MON MONUMENT CONCRETE ADJACENT PROPERTY LINE X 163 BC x 12° 8C BOTTOM OF CURB ELEVATION REDUS VA HOUSING, LLC. 170 SOUTH PANTOPS DRIVE standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved APRX APPROXIMATE NIC NOT IN CONTRACT VACATED PROPERTY LINE X 16-5 FL x 125 FL FLOW LINE ELEVATION CHARLOTiESVILLE, VA 22903 erosion control plan and shall be installed prior to any clearing, grading or other construction. BC BACK OF CURB NTS NOT TO SCALE EASEMENT X 16�' EOP x 126 EOP EDGE OF PAVEMENT ELEVATION LEGAL REFERENCE-F & SOURCE OF TITLE: R - - 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. BFE BASEMENT FLOOR ELEVATION OC ON CENTER -��o- -O-°--°- BUILDING SETBACK x 1s� x 12 SPOT ELEVATION DB 4076-573 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, _ lesser slopes of 3:1 or better are to be achieved. BIT BITUMINOUS OH OVERHEADX _.,_..---_�_}-....-......_ -----E]-- BUILD TO LINE a 1u rw x 12TW TOP OF WALL ELEVATION MA�('STERIALDISTRICT: RIVANNA 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Count Engineer, VDOT, or designee, it is deemed necessary in order to stabilize a drainage Y 9 g Y g BK BACK PE POLYETHYLENE °`'""l'''''''""''y ZONING LINE x i65aw x 12BW BOTTOM OF WALL ELEVATION channel. SOURCE DIE BOUNDARY SURVEY: DOMINION ENGINEERING 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BM BENCHMARK PERF PERFORATED , �" ® TEST PIT LOCATION/BORING LOCATION SM OF IOPOGRAPHY- LOUISA AERIAL SURVEYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING 7/13/12. Control Devices. 8. Unless otherwise noted all concrete shall be reinforced concrete -Class III. BS BOTTOM OF SLOPE PROP PROPOSED LIMIT OF DISTURBANCE � pipe pipe BENCHMARK 9. All excavation for underground pipe installation must comply with OSHA Standards for CB CATCH BASIN PRVD PROVIDED FLOODPLAIN LIMIT THIS PROPERTY DOES NOT APPEAR To BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X the Construction Industry (29 CFR Part 1926). - az - BUFFER ZONE �"� ® IRON FOUND AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP J51003CO287D DATED FEBRUARY 4, 2005 10. All retaining walls are subject to separate permit approval. CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY 11. Some lots may experience water pressures in excess of 80 psi. RMA RMA THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. CENTER LINE RCP REINFORCED CONCRETE PIPE RMA - RESOURCE MANAGEMENT AREA uD - ---- uo - UNDERDRAIN RIPA RPa BENCH�IARK(S): TOP OF EXISTING SANITARY MANHOLE 'EX-11' ON SOUTH ENO OF SITE = 393.94 GENERAL CONSTRUCTION NOTES FOR STREETS: CL CHAIN LINK REM REMOVE _ - -- - RPA - RESOURCE PROTECTION AREA -�= �,» ---�--- DRAINAGE LINE 1. Construction inspection of all proposed public roads within the development will be made by VDOT and the CMP CORRUGATED METAL PIPE READ REQUIRED County. The contractor must notify the Department of Community Development (296- _ _ EDGE OF GRAVEL ----- �� --- Ro ROOF DRAIN WATER SOURCE ALBEMARLE COUNTY SERVICE AUTHORITY 5832) 48 hours in advance of the start of construction. CONC CONCRETE RET RETAIN 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor - - - EDGE OF PAVEMENT w. M '- 8"S - SEWER LINE SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY shall have CBR tests performed on the sub rode soil. Three 3 copies of the test results P 9 (} P CY CUBIC YARDS RT RIGHT cG--2 CO-2 shall be submitted to the County. If a sub rode soil CBR of 10 or greater is not obtainable, Y 9 9 --~- - STANDARD 6„ CURB --- TO --- - TD - TRENCH DRAIN THIS PROPERTY IS ZONED: NMD a revised pavement design shall be made b the design engineer and submitted with the test P 9 9 9 C/C CENTER TO CENTER R/W RIGHT OF WAY cG--. results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or C&G CURB AND GUTTER R&D REMOVE AND DISPOSE - U--6 CG-3 STANDARD 4 CURB __,_"- • ---- - WATER LINE within easements riot to acce tance b the Count All draina a outfall easements t --°--- CG-6 „ ----4 P - -a"FP - FIRE PROTECTION LINE Table D - Lot Regulations (in feet) Unit Type Yp Lot Width Front Build -To Line Minimum Setbacks Side Rear Single Family 60+ 15-30 5 10 Single Family < 60 10-30 3 10 Townhouse 16'-35' 5-25 3 10 Multi -Family N/A 1-15 4 15 Mixed Use N/A 1-15 4 15 Non -Residential N/A 1-15 4 15 Table E - Maximum Building Heights Blocks 1 & 3 50 Feet Block 2 38 Feet Blocks 4-7 38 Feet are o be extended to a boundary line or a natural watercourse. r DIA DIAMETER R&R REMOVE & RESET - - - cG-7 COMBINATION 6 CURB & GUTTER 4. Guardrail locations area approximate. Exact length, location and appropriate end treatments PP 9 �EL ELEVATION 5D SIGHT DISTANCE ---------------- cG-7 COMBINATION 4" CURB &GUTTER -2"ow- WATER SERVICE LINE will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, VDOT, or designee, it is deemed ELEV ELEVATION SQ SQUARE %/. -- G ---- FIRE LANE STRIPING - c - GAS LINE necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge _-.- CHIN --- - eHW - OVERHEAD ELECTRIC WIRE of pavement to the face of guardrail, and roadway shoulder widths shall be increased to ES END SECTION STA STATION seven (7) feet. EW END WALL SW SIDEWALK BUILDING ENTRANCE _ UGF - -UGE - UNDERGROUND ELECTRIC 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). EX EXISTING SWEL SOLID WHITE EDGE LINE i1.11 LOADING DOCK -"` owr ------ OHT OVERHEAD TELEPHONE LINE 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. EXIST EXISTING SWLL SOLID WHITE LANE LINE " • BOLLARD --- '�cT -- - ucT - UNDERGROUND TELEPHONE LINE 7 C I' 'th th t idth h Id 'dth d d't h t' TABLE B - BLOCK AREAS AND USE DENSITY PER CODE OF DEVELOPMENT Block Estimated Block Size (in Acres) Min/Max Square Footages and Densities by Use by Block Min. Residential Dwelling Units Max. Residential Dwelling Units I Max. Residential Density per Acre Min. Non -Residential Sq. Ft. Max. Non -Residential Sq. Ft. Block 1 10.27 10 40 3.9 5,000 18,000 Block 2 14.51 75 150 1013 0 0 Block 3 4.40 10 70 15.9 0 0 Block 4 1.83 0 10 5.5 2,000 5,000 Block 5 2.23 5 20 9.0 0 0 Block 6 19.57 25 65 3.3 0 0 Block 7 7.63 25 65 8.2 0 0 PROPOSED BLOCK AREAS AND USE DENSITY Block Estimated Block Size (in Acres) Min/Max Square Footages and Densities by Use by Block Residential Residential Non -Residential Dwelling Units Density per Acre Sq. Ft. Block 4 1.74 0 0 2,400 Block 5 2.49 20 8.0 0 Block 6 18.59 61 3.3 0 Block 7 8.77 65 7.4 0 omp lance wi a minm ium pavemen w , s ou a TV an I c sec Ions, as shown on the typical pavement section detail shall be strictly adhered to FDN FOUNDATION TBA TO BE ABANDONED- FDJ DUMPSTER PAD -care - CABLE TV 8. Road plan approval for subdivisions is subject to final subdivision plot validation. Should _ the final plat for this project expire prior t0 signing and recordation, then approval of these FIFE FINISHED FLUOR ELEVATION TBR TO BE REMOVED SIGN plans shall be null and void. GTD GRADE TO DRAIN TC TOP OF CURB 1=1 DRAIN INLET 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform �r r Traffic Control Devices and the Albemarle County Road Naming and Property Numbering IFIRON FOUND TS TOP OF SLOPE STEEL GUARDRAIL �}� DRAIN MANHOLE Ordinance and Manual. n i- 10. Traffic control or other regulatory signs or barricades shall be installed by the developer IS IRON SET TYP TYPICAL WOOD GUARDRAIL [ PLUG OR STUB when, in the opinion of the County Engineer, VDOT, or designee, they are deemed necessary in_`� order to provide safe and convenient access. M The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as LA LANDSCAPE AREA _____. --�-----� UG UNDERGROUND - - - --- PATH FLARED END SECT10N determined by VDOT for public roads. LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK -,�. .. ` HEADWALL '12. VDOT standard CD-1 or CD-2 cross -drains to be installed under the subbase , , _,_ ; '" " "`^ TREE LINE material at all cut and fill transitions and grade sag points as shown on the road profiles. L.F LINEAR FEET YDS YARDS FENCE 0 13. A video camera inspection is required for all storm sewers and culverts that are deemed SEWER MANHOLE inaccessible to VDOT or County inspections. The video inspection shall be conducted in LT LEFT o `' accordance with VDOTs video camera inspection procedure and with a VDOT or County UTILITY -�-�-�-��^-� --� __________ STONE WALL ° SEWER CLEANOUT inspector present. ARV AIR RELEASE VALVE MH MANHOLE - _ - - - - - RETAINING WALL GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: or WATER VALVE & BOX 1. The plan approving authority must be notified one week prior to the pre -construction BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE - -- - ---- -. - STREAM / POND / WATER COURSE conference one week prior to the commencement of land disturbing activit and one week ' FIRE HYDRANT ASSEMBLY prior to the final inspection. t CO CLEANOU I RIM RIM ELEVATION - - - DETENTION BASIN YOM 2 AI' erosion a d d' t t 1 'Il b t t d d ' t' d M CEO WATER METER All measures wi a cons 11 11 se imen con a an main sine according to CTV CABLE TELEuSION SAN SANITARY --- X -- -- X - SILT FENCE minimum standards and specifications of the Virginia Erosion and Sediment Control ® WATER WELL Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL Regulations. -- 312---- - 12 - CONTOUR 3, All erosion and sediment control measures are to be placed prior to or as the first step in DIP DUCTILE IRON PIPE SD STORM °� °OV GAS VALVE clearing. ;aa �- 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at ELEC ELECTRIC STIR DRAINAGE STRUCTURE oo INDEX CONTOUR ,, °` GAS METER all times. FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE 5. Prior to commencing land disturbing activities in areas other than indicated on these plans Ak� A PARKING COUNT (including but not limited to off -site borrow or waste areas) the contractor shall submit a tC > FM FORCE MAIN UP UTILITY POLE 0 ELECTRIC MANHOLE supplementary erosion control plan to the owner for review and approval by the plan t'` >< ®® CROSSWALK EM a tY ' ® approving authority. F&C FRAME AND COVER WL WATER LINE i � ELECTRIC METER __ GROSS RESIDENTIAL DESNSITY: 4.00 UNIT/ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE THE FUTURE DEVELOPMENT AREA 6. The contractor is responsible for installation of an additional erosion control measures ACCESSIBLE CURB RAMP -}- LIGHT POLE P Y F&G FRAME AND GRATE WM WATER METER �LS t� _ PROPOSED ,�T: 3989 VPD (PROJECTED) necessary to prevent erosion and sedimentation as determined by the plan approving t BLOCKS 1-3 PROJECTED ADT = 2713 VPD (260 SFA UNITS X 7 VPD/UNIT + 20,000 SF SPECIALTY RETAIL 6 44.7 VPD/1000 Sr) authority. ,� 1 W`1 ( HANDICAP PARKING BLOCKS 4-7 ADT = 1199 VPD (59 SFD UNITS X 10 VPDAUNIT + 87 SFA UNITS ® 7 VPD/UNIT) 7. All disturbed areas are to drain to approved sediment control measures at all times during GT GREASE TRAP WV WATER VALVE "`� 0 0 TELEPHONE MANHOLE CURRENT USE: VACANT land disturbing activities and during site development until final stabilization is achieved. „ 4wh VAN -ACCESSIBLE HANDICAP PARKING 8. During dewatering operations, water will be pumped into an approved filtering device. GV GATE VALVE 6 V 6 VALVE VAN (V 0 TRANSFORMER PAD PROPOSED USE: TOWNHOMES 59 UNITS & SINGLE FAMILY DETACHED 87 UNITS 9. The contractor shall inspect all erosion control measures periodically and after each runoff f ) f ) IHDPE HIGH DENSITY POLYETHYLENE .Yd ° ,_ ' producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of � CONCRETE PAVEMENT /SIDEWALK UTILITY POLE the erosion control devices shall be made immediately. LAND SCHEDULE: PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % IINV INVERT r- LDTs D o 1s.333 ACRES 2s.6 10. All fill material to be taken from an approved, designated borrow area.$ RIPRAP GUY POLE PUBLIC R/W DEDICATED 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert (STATE. ROUTE 20) 0 0 0.538 ACRE 0.9 materials only, free of roots, stumps, wood, rubbish, and other debris. ti` i= NEW ASPHALT 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning '` "" '"` � ' ` MATCHLINE (INTERNAL) 0 0 6.997 ACRES 11.5 (INR Ordinance section 5.1.28. �� W -� I GRASS L---y-1 13. All inert materials shall be transported in compliance with section 13-301 of the Code of ARCHITECTURAL :REVIEW BOARD NOTE PRIVATE ALLEY R/W 0 0 0.256 ACRES Albemarle. EC-2 BLANKET MATTING NOTES: 0.4 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. FUTURE DEVELOPMENT AREA 0 0 24.280 ACRES 40.0 the hours of 7:00am to 9:00pm. EC-3 TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral 2. SITE GRADING SHALL MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS NEIGHBORHOOD CENTER PARK 0 0 1.459 ACRES 2.4 support, or order to minimize an hazard to persons, physical damage to adjacent land and SHAPING THE TERRAIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLEND WITH THE EC-3 TYPE B PP Y P g J EXISTING TERRAIN. FINAL GRADING SHOULD ACHIEVE A NATURAL, RATHER THAN ENGINEERED APPEARANCE. OPEN SPACE so.772 ACRES 100 10.909 ACRES 18.0 improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanentWETLAND TOTAL 60.772 ACRES t00% 60.772 ACRES 10o% stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. CONTRACTOR'S COORDINATION RESPONSIBILITIES IMPERVIOUS AREAS 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM ROADS/PARKING AREAS: 4.230 ACRES Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual 1. THE CCNTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND CONCRETE WALKS 1.387 ACRE Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. EASEMENT AS TO THE NATURE OF PROPOSED WORK AND To FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH PROPOSED BUILDINGS: 4.095 ACRES Alternatives are subject to approval b the Count erosion control inspector. OR REFERENCED IN THE RECORDED EASEMENT. DRIVEWAYS: 0.820 ACRES 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED OBTAINED PRIOR TO TOTAL IMPERVIOUS AREA: 10.532 ACRES Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 / THE START OF ANY CONSTRUCTION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE PARKING TABULATION EOU gNGLE FAMILY DETACHED: inches of sail. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10 nutrient WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. mix. Permanent seeding shall be applied at 180lbs acre and consist of 95% Kentucky31 or 4. CONTRACTOR TO VERIFIY' ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, REQUIRED PARKING: 2 SPACES PER UNIT 9 PP / � 87 UNITS X 2 SPACES PER UNIT = 174 SPACES Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be FOR CLARIIICATION MD/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. ORDINANCES AND STATUTES. 174 PARKING SPACES PROVIDED applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY inspector. COMPLETED INCLUDING UTILITY POLES. 19. Maintenance: All measures are to be inspected week) and after each rainfall. An damage COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE PARKING TABULATION FOR TOWNHOUSES: P Y Y g UTILITY REPRESENTATIVES. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING when 50% of the wet storage volume is filled with sediment. All seeded areas are to be 59 TOWNHOUSES X 2 SPACES + 58 TOWNHOUSES X (1 SPACE/4 UNITS) _ 7. CONTRACTOR 511ALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED 133 PARKING SPACES REQUIRED GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS which are collecting sediment to half their height must be cleaned and repaired AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum TOTAL PROVIDED PARKING FOR TOWNHOUSES: immediately. moisture content. All fill material to be approved by a geotechnical engineer. A 51 UNITS X 2 GARAGE SPACES = 102. ON STREET PARKING IS AVAILABLE ONE ONE SIDE OF THE STREET 20. All temporary erosion and sediment control measures are to be removed within 30 days of 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. geotechnical engineer is to be present during construction of dams. 8 UNITS X 2 PARKING SPACES = 16. ON STREET PARKING IS AVAILABLE ONE ONE SIDE OF THE STREET final site stabilization, when measures are no longer needed, subject to approval by the 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED To, 2. Pipe and riser joints are to be watertight within stormwater management facilities. ON DELPHI LANE AND GLISSADE LANE. County erosion control inspector. ALL UTILITIES, STORM DRAINAGE, SIGNS, 3. For temporary sediment traps or basins which are t0 be converted to permanent stormwater 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of TRAFFIC SIGNALS &POLES ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH P Y P PARKING TABULATION FOR NEIGHBORHOOD CENTER: GOVERNING AUTHORTIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCHALL COST SHALL management facilities; conversions is not to take place until the site is stabilized, and REQUIRED PARKING: 5 SPACES PER CODE OF DEVELOPMENT approval. (Water Protection Ordinance section 17-204G.) BE INCLUDED IN BASE BID. permission has been obtained from the County erosion control inspector.. after 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months a 13 PARKING SPACES PROVIDED the date the land disturbing activity commences. (Water Protection Ordinance section after B 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND ) SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.LIGHTING NOTE: OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. 1. All outdoor lighting shall emit less than 3,000 lumens. MIC S L' . o. 33028 red I 9NA L A •M Ll- o v � � U U U i m 0 w Y 0 w c� m z 0 m Q w z CD U) w 0p 0 LU U) w -4clz c*i u_ > FM FORCE MAIN UP UTILITY POLE 0 ELECTRIC MANHOLE supplementary erosion control plan to the owner for review and approval by the plan t'` >< ®® CROSSWALK EM a tY ' ® approving authority. F&C FRAME AND COVER WL WATER LINE i � ELECTRIC METER __ GROSS RESIDENTIAL DESNSITY: 4.00 UNIT/ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE THE FUTURE DEVELOPMENT AREA 6. The contractor is responsible for installation of an additional erosion control measures ACCESSIBLE CURB RAMP -}- LIGHT POLE P Y F&G FRAME AND GRATE WM WATER METER �LS t� _ PROPOSED ,�T: 3989 VPD (PROJECTED) necessary to prevent erosion and sedimentation as determined by the plan approving t BLOCKS 1-3 PROJECTED ADT = 2713 VPD (260 SFA UNITS X 7 VPD/UNIT + 20,000 SF SPECIALTY RETAIL 6 44.7 VPD/1000 Sr) authority. ,� 1 W`1 ( HANDICAP PARKING BLOCKS 4-7 ADT = 1199 VPD (59 SFD UNITS X 10 VPDAUNIT + 87 SFA UNITS ® 7 VPD/UNIT) 7. All disturbed areas are to drain to approved sediment control measures at all times during GT GREASE TRAP WV WATER VALVE "`� 0 0 TELEPHONE MANHOLE CURRENT USE: VACANT land disturbing activities and during site development until final stabilization is achieved. „ 4wh VAN -ACCESSIBLE HANDICAP PARKING 8. During dewatering operations, water will be pumped into an approved filtering device. GV GATE VALVE 6 V 6 VALVE VAN (V 0 TRANSFORMER PAD PROPOSED USE: TOWNHOMES 59 UNITS & SINGLE FAMILY DETACHED 87 UNITS 9. The contractor shall inspect all erosion control measures periodically and after each runoff f ) f ) IHDPE HIGH DENSITY POLYETHYLENE .Yd ° ,_ ' producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of � CONCRETE PAVEMENT /SIDEWALK UTILITY POLE the erosion control devices shall be made immediately. LAND SCHEDULE: PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % IINV INVERT r- LDTs D o 1s.333 ACRES 2s.6 10. All fill material to be taken from an approved, designated borrow area.$ RIPRAP GUY POLE PUBLIC R/W DEDICATED 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert (STATE. ROUTE 20) 0 0 0.538 ACRE 0.9 materials only, free of roots, stumps, wood, rubbish, and other debris. ti` i= NEW ASPHALT 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning '` "" '"` � ' ` MATCHLINE (INTERNAL) 0 0 6.997 ACRES 11.5 (INR Ordinance section 5.1.28. �� W -� I GRASS L---y-1 13. All inert materials shall be transported in compliance with section 13-301 of the Code of ARCHITECTURAL :REVIEW BOARD NOTE PRIVATE ALLEY R/W 0 0 0.256 ACRES Albemarle. EC-2 BLANKET MATTING NOTES: 0.4 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. FUTURE DEVELOPMENT AREA 0 0 24.280 ACRES 40.0 the hours of 7:00am to 9:00pm. EC-3 TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral 2. SITE GRADING SHALL MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS NEIGHBORHOOD CENTER PARK 0 0 1.459 ACRES 2.4 support, or order to minimize an hazard to persons, physical damage to adjacent land and SHAPING THE TERRAIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLEND WITH THE EC-3 TYPE B PP Y P g J EXISTING TERRAIN. FINAL GRADING SHOULD ACHIEVE A NATURAL, RATHER THAN ENGINEERED APPEARANCE. OPEN SPACE so.772 ACRES 100 10.909 ACRES 18.0 improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanentWETLAND TOTAL 60.772 ACRES t00% 60.772 ACRES 10o% stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. CONTRACTOR'S COORDINATION RESPONSIBILITIES IMPERVIOUS AREAS 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM ROADS/PARKING AREAS: 4.230 ACRES Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual 1. THE CCNTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND CONCRETE WALKS 1.387 ACRE Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. EASEMENT AS TO THE NATURE OF PROPOSED WORK AND To FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH PROPOSED BUILDINGS: 4.095 ACRES Alternatives are subject to approval b the Count erosion control inspector. OR REFERENCED IN THE RECORDED EASEMENT. DRIVEWAYS: 0.820 ACRES 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED OBTAINED PRIOR TO TOTAL IMPERVIOUS AREA: 10.532 ACRES Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 / THE START OF ANY CONSTRUCTION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE PARKING TABULATION EOU gNGLE FAMILY DETACHED: inches of sail. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10 nutrient WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. mix. Permanent seeding shall be applied at 180lbs acre and consist of 95% Kentucky31 or 4. CONTRACTOR TO VERIFIY' ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, REQUIRED PARKING: 2 SPACES PER UNIT 9 PP / � 87 UNITS X 2 SPACES PER UNIT = 174 SPACES Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be FOR CLARIIICATION MD/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. ORDINANCES AND STATUTES. 174 PARKING SPACES PROVIDED applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY inspector. COMPLETED INCLUDING UTILITY POLES. 19. Maintenance: All measures are to be inspected week) and after each rainfall. An damage COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE PARKING TABULATION FOR TOWNHOUSES: P Y Y g UTILITY REPRESENTATIVES. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING when 50% of the wet storage volume is filled with sediment. All seeded areas are to be 59 TOWNHOUSES X 2 SPACES + 58 TOWNHOUSES X (1 SPACE/4 UNITS) _ 7. CONTRACTOR 511ALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED 133 PARKING SPACES REQUIRED GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS which are collecting sediment to half their height must be cleaned and repaired AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum TOTAL PROVIDED PARKING FOR TOWNHOUSES: immediately. moisture content. All fill material to be approved by a geotechnical engineer. A 51 UNITS X 2 GARAGE SPACES = 102. ON STREET PARKING IS AVAILABLE ONE ONE SIDE OF THE STREET 20. All temporary erosion and sediment control measures are to be removed within 30 days of 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. geotechnical engineer is to be present during construction of dams. 8 UNITS X 2 PARKING SPACES = 16. ON STREET PARKING IS AVAILABLE ONE ONE SIDE OF THE STREET final site stabilization, when measures are no longer needed, subject to approval by the 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED To, 2. Pipe and riser joints are to be watertight within stormwater management facilities. ON DELPHI LANE AND GLISSADE LANE. County erosion control inspector. ALL UTILITIES, STORM DRAINAGE, SIGNS, 3. For temporary sediment traps or basins which are t0 be converted to permanent stormwater 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of TRAFFIC SIGNALS &POLES ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH P Y P PARKING TABULATION FOR NEIGHBORHOOD CENTER: GOVERNING AUTHORTIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCHALL COST SHALL management facilities; conversions is not to take place until the site is stabilized, and REQUIRED PARKING: 5 SPACES PER CODE OF DEVELOPMENT approval. (Water Protection Ordinance section 17-204G.) BE INCLUDED IN BASE BID. permission has been obtained from the County erosion control inspector.. after 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months a 13 PARKING SPACES PROVIDED the date the land disturbing activity commences. (Water Protection Ordinance section after B 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND ) SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.LIGHTING NOTE: OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. 1. All outdoor lighting shall emit less than 3,000 lumens. MIC S L' . o. 33028 red I 9NA L A •M Ll- o v � � U U U i m 0 w Y 0 w c� m z 0 m Q w z CD U) w 0p 0 LU U) w -4clz c*i u_ ' 'QZ, w � � Z w CD ►-.+ C-+ co w w 07 DOM. PROJECT NO:12,006 INDEX TITLE: SHEET NO: 2 OF 48 DATE: 04/20/13 f �•'Ni'.:�Xa ��'*•"wv+ivw'+.KuN,•:w.la'�•:.,M+�M'•l:.:S..+:+"�41wW�7Ki'iY/Yau:.�iT`�•"SV:[LiT�I'�LW�1v.cuav�.''+:WJ>a`+/:F+.'.,G.26tiPy'XS�xV'lV.iasr.N»:0.M:'Chi'Y1ikY�riwvw'C4,tlA•zYtc,l.f�xa.+'`^•ti::i'tf� YiRxri?�a��•�`•K��r.'.v4.��``�"�•1, "wl.^•� i�-X• «Wt:JA>•�l<i:OT+IP.i:ai3'.V3ti �:+rWiA:iAsssW`�•r YW'{�liC.i�>T'[I .Spy , C ivic niid Ain Arefts -by Block (in S' �Httr�44MV.GMw�xM1:KHdw7uv.,MnMHai+s6arFpi ^r+�+arw�'iwT.`+aAYqtrar.�•+.�.'•Cn1:iY:N>,/�iS.iu•Riff'r�PYiCYY'."ii91Y•1XJ.ylYAib'idin&k�S�y�">w:+ VKHYc,ti,C.lAiuW4•'.wY"M.i'i Y�+'•*K '+xaeJ%•�.r,V..`4,S+v�=�+VNrtMYAo:K�•YrLdNN+wf+�r�kHA Amefifty ,f!'f „Cil? :J'{ v {s.i .c C ali 1�if iori ��i'ei 'f. `�trrV=:��:lQI1 ,� T'ea .r>E ,�N•WWGti�s .. .. �rs.�,:nsawry .<>i.�s�'�e:..tr;�eav+.vxiM �mw„srew�yy�r+e ++vsxs. a,:+s+^•vw�, ur+v.:.W w•:nv..,rK.,vs.eas.,.e+-,v,.:rJnaw+.v+uaae,.--.wr�o+rK � v�ewhw:.+.�•�+ 189,473 �.. � 11 1,I:�lii: I`•G7ii`. i �,tJt7, 4,759 i •�;.lale.iiil:�f �'��. �.:�€"�.C�:i3 i....,_.._,._... >»..•..� 2+�5 ; .,si.,rrvw„v.•+...c++:a^+aaxwanw �{.9�'•••••uww.f+w�wuN..r �.taahw•.�xin¢,:�e+<s.wcreryuersgs+�2•c+swafiz.Xwr.mwams+twoYJx^.�wv r�yJrv�.w>iowvraraer +nvK..>w�r�a.w-m..at...s varK.'w»+,*a,awfwsa.wn'•uw.wn+t�c�ia .• :KF o=I:fo-ar :. 8,711 . _-_.... . E� 112,214 j 2,2 .{ 14 • `Vill�3�:i� Cai'.�t•�1:. .. ' �...�._. `d,8af '• auuclia,l}irk . 15,372 r �} • � I•'�C�l`>.�.'€�i..? It .� .. .3,4 4 ity �reetl 66,99 �lG> k 4 tfr�iF/ C ';t4a€ 2C3,640 34,' 72 Sioc k 5 ff ��•yy rr�� .}} .a..rr..o> avasn-��..w..:v<:c<.:.v<.avr..>K.a,.kr�.,,�wew..>x .nY-anownaufl' rrnN.nar w»,.:maroe..rump«�..wwa•a.ay.a�.v�+�n tag SCdd( f ' 23,075 1"al3 T 5,5gCi €0 ,224 57.642 ' pN3i'•'�X•.AY tapy A%'x`:•o:X++i'Xr.:r/1.i,5I�^+�k�:P,o`)fF��^+K(W love.M�4�uV.+AArs:.+.-rM�+MTRMwwrnor WeYAVi�• �VflpK�l�f�r.rLW,�c'aa(..�.�vhYc+� 1�3F11 i 1, AP �.305;� 495,127 40�,�#95 57,6<1- ,fatal .r jr tie (r1 _ Lit r , F'. y .F�it�f .,r' ,� Ya, ;r ) �529,979 (20°/o of Cascadial) y o x �' �.�i..r.�.t.... #3r ; ; ; k :.. r- <:, ..., j� t / P [ p S �4'� /N,397 (3OU/o of Cascadia) 1 2.�'4''.._F .i 5 ,,* K.+ i %:' f...ii *"",. { �i; � i E C,.t Z.).f fY i t 11 Ji.i. rrS�r i ., J 41' •• ..\.f it c ;'}. t" 5��, . J"'t t �' 1 2,647,234 SE 60.E Ac .r..uwtww�p�ak�m�:+:.W � raoanwrars,:+'wV,Vmwr..u;enz>•avuckw.i-'+w.wv�weoT7-i�a+awi,.�w.gaa vxaaicw � .nw•we.'wr>rren�vuN' aeer�' . �+vrarrwvssu.,.s,v,a..�awi�:w AMENITY AREAS PROVIDED: BLOCK 4: 63,554 Sf. Community Center Amenity & Green Space Area BLOCK 5: 15,667 Sf. Oval Park Amenity & Green Space Area BLOCK 6: 24,000 Sf. Cascadia Park Amenity & Green Space Area 198,000 Sf. Trail Area Amenity & Green Space Area 80,860 Sf. Other Conservation / Green Space Area BLOCK 7: 20,722 Sf. Summit Park Amenity & Green Space Area 11,285 Sf. Cascadia Park Amenity & Green Space Area 13,129 Sf, Other Conservation / Green Space Area TOTAL 427,217 Sf. Summit Park Amenity & Green Space Area CONSERVATION / PRESERVATION AREAS PROVIDED: BLOCK 6: 198,109 Sf. Conservation Area (180,829 Sf. Required) 71,127 Sf. Preservation Area (57,642 Sf. Required) BLOCK 7: 44,800 Sf. Conservation Area (44,462 Required) TOTAL GREEN SPACE AREA (AM. & GREEN SPACE AREA + CONS. & PRES. AREAS) 349,205 SF. REQUIRED FOR BLOCKS 4 - 7 PER TABLE C (ABOVE) TOTAL GREEN SPACE AREA (AM. & GREEN SPACE AREA + CONS. & ]PRES. AREAS): 427,217 SF PROVIDED FOR BLOCKS 4 - 7 55' Public R/W CODE OF DEVELOPMENT - TABLE C SP3 NOT TO SCALE 0.5' (Parking One Side) 0.5' 5' 5' - - 6- 29' Curb To Curb 6' 5' 1.5 Sidewalk Planting Planting Sidewalk Strip Strip 2.0" BM 25.OA-\ 1.5" SM 9.5A-\ 4" VDOT 21A COMPACTED SUBGRADE 95% COMPACTED 54' Public R/W (Parking One Side) 29' Curb To Curb 0.5' 1.5" SM 9.5A r-2.0" BM 25.OA COMPACTED SUBGRADE--// 95% COMPACTED (No Parking) - 26' Private Alley/Utility Easement - 10' 10' 1.5" SM 9.5A 2,5" BM 25.OA 2% - �_-_ 2%-- VOOT 21 A I; • ';1,'- '� ids ,s#b , ': *•' �yd iS'a3 'i-• av'•�iSiS �' '�i•'•3.i ••• 'j�sS i;; ;*s'ji; HP3r 2; i +��Wi M.P. ifir*,�+��ii`,•;�, ;s .: COMPACTED SUBGRADE_// 95% COMPACTED 6" VDOT 21A Install sidewalk as shown on plans. 3000 psi concrete with 4" stone base NOT TO SCALE 6' 5' 1' Planting Sidewalk Strip Install sidewalk as :.; . ,; shown on plans. 3000 psi concrete - = M.>-� with 4" stone base NOT TO SCALE PUBLIC STREET PUBLIC STREET PRIVATE STREET 4 TYPICAL ROAD SECTION - BACKWATER ALLEY (259 VPD SP3) NOT TO SCALE w....,.�w..r+�mr,,,....,-...-.....-....-.._.. ...-_ Ta!-le,F. Typical Mid -Block. treet~ Sections �.r�cuww;;.wruosusccsq:;-*ra.:t•�.usv.vrcxa..n (►n fe(q) ,:S?a�.�Fe<:.rty s�y:nww' w«•.+..x.:uwwamc�+W.+:,�ca�w.saner«n,....,.x.:,,.,.A,++r.:.,o».,wa..,R.,�,v�,:...r,o•R.,�.:.::,;-v.�Yrtw.r•:,*nw,�u.,:wv%:+.�ww...�rwrnwn.w-wrs.•a..wn...wuur t ?a .crrn.a»:s'xv:vxKb.:.Y.=a'Wn' vm....n.u.ewrsrz,nTaX<+�.u.++:, u .^•{.f< K +Y'.>.,...,4. ..aiti?-)ir.::w,.r.. 4>✓, "i E AiV!•! +, ..5?�,,b"b':v}.+•x.iwNavrms*m+w+x.u'r✓..rA,.+tnCA(GWtb ::rvn+:ns"+1w.�aV�b+>wrmvi ry mii..W.vwe w+.:Ye.a rYJiwarpns.mMw:e+crwa..:vw'..waw+,csu.xu...rer 7 Jir31 I;tIEEI, s.a'-.,_,.„,.._.. P1,ydK �. F..(f_'iC...,. c r 'F,2 t ul, i t a it Er_•• 1'ro,j;irtEt.ti pi.Ji : ,3 # 1 frl.ffiE r t 'i'f lre1 Cara trek , ff 1 �:€vktti .i'..t �t b ii"l ntin.9 Eldewalk 'AdditiQnal- t f UVU l on Y : i tl��lti!• vry l t 1:., sF10S f' -rkin: 1 1 i 3 .l 1f il(f .�lzlfl�. tfI , .17� 11(I ti.i?Eif r 1 t5 Z�� 6 VVttitl) ,_ fix. .xi.-�::�:::..+ii:: s�M::z':• .:a¢�cci•.:-:ria;�u::=aaw:�v d�.a�e«ao�m>rr.°..".."'..." '.::»«":°'"""".,'wb..`"�wo�,.,,7.a�.'w.n"�7 Crascadia Drive `101 ) i 1 >.t � r acd 1:3s�;zli �zrcttto<i/._�a i63 I..., _.`.._ -.._.... .. Del hj:Lape Ca.scadfaDri-.1.)el bi.I.)t � � .;.�'.. Q� '('p ],,, �'`�, : U4 1l�il�illl'%J� �'! x -1() l •• 1560 �� f i j 1 ,, x Y c: �/' ,� i 2 oceasio llal i 6 E 6. r� �1 f i 1 62 i..Y ; l Delphi 3,t✓ (Delphi.Drivc �iz Lane } =!{!I I Eii!'` ;? a ; :.: 2)j,:ti! . ,...... 2 ..u<w.m._.v., { C7ccclsioEult' 30-:36 :,..�. r».m..:. { , � t, ,. ... ,._ ... .. S .,w. 1 �..,.,.._...,,.,.»..-.:.r,,....,,,...... 55-62 �.. I' A.: ... . lacl l�.i 1.�iF:IG (`��.lxc3i:G �,£tt�e.- .�illrl•7F.11it: P Park Lane) �l()I I `"r{1tj1t `' $? �Vtl+° r ( > 1 Occtlsiol:ill iCl t} ''i ' (j I 5 1 t i 56 f.. Allee Tyr., :Knoll thh `Me�id()'W T..rl." l . Terrace Ln., Summit .Pai.h., .l.,rt., St.IM1111t. tJ1) 10 100 1 :H(t 2 Way j 2 occasional 28 `' 0.5 6 I S 1 54 1:) Park Circle;. & 1lill :l,ti, 4 i i OvalP£trk'�aIl �' ,�`Ilt)t'{: ��;. ( t i lJ} to �.}°�.:}....... S .l , Jl tt "��_____..�_........._._....._..t._.,.,,�.,.,.,:r Occ<tsitm:El`' ............._,,..:.,...._,.......___._�.._.....M....:.,�_._,�...._....-�.t,.,....�.....,__.....,....,,.,,,...., ii i3 .1 0:5 o :. l 51 1 ,-.......,.....,.:....a. Villa& el.Drive 1.11J to 2 0 E :o 1 �•_ ..� , l Witty...l. _...__` I (3emarcated 3>:--�I.r� _ �: ... �_.,...,. 3 7 5 � t � I /A N � , [[yj 2 Way II 1�,� I ;i / ., Iv � !,I/ ; yir 3 _ � 20 c, a..w_ ..r. y.;,,y:s• Itt.WM� .Lu.:.:t� _ •.rr..onM,.r.W.:rN,mrvl.re»rM . ar.�Y•,+.N'•,n��.w...v., ..ww.m:..ss:v�„v.,..w,.vwuw._r,u,ww.,rrxaw.M4Yww,MnMK Note: All proposed roadways have a projected ADT of less than 2000 VPD. 5 CODE OF DEVELOPMENT -TABLE C SP3 NOT TO SCALE (Parking One Side) - 55' Public R/W - 5' 6' 1 30' Curb To Curb 6' 5' 1.0' Sidewalk Planting 0,5' 0.5' Planting Sidewalk Typ Strip *SM 9.5A Strip TYP' *IM 8M-25.OAIV T� CG-6 2% SLOPE 2% SLOPE CG_6 '.: :.. ..r.:'I,`� :'iX�;�;i}yu7131v.t.... ..:•}. .. .. yT..,,. r.. MY" _c:.. v+,':.C'b�•J_:rni ]CS,..-b �Y:: r+ Fi: - .. .. _. ._. *10+00 -> Glissade Lane Intx.: 1.5" SM-9.5A 4" BM-25.OA 8" VDOT 21 A *Glissade Lane Intx. -> End 1,5" SM-9.5A 2.0" BM-25.OA 8" VDOT 21A *Boulder Hill Lane: 1.5" SM-9.5A 2" BM-25.OA 4" VDOT 21 A Glissade Lane: 1.5" SM-9.5A 2.5" BM-25.OA 8" VDOT 21 A COMPACTED SUBGRADE� 95% COMPACTED *VDOT 21A PUBLIC STREET 1.0, .-- Typ, Install sidewalk as shown on plans. 3000 psi concrete with 4" stone base. (Typical) Note: Provide VDOT Std. UD-4 Pavement Edgedrain from 10+00 to 25+30.73. 6 TYPICAL ROAD SECTION DELPHI LANE (STA. 10+00 -> 43+43.57) (1794 VPD SP3 NOT TO SCALE (No Parking) 50' Public R/W - 6.5 5' 26' Curb To Curb Planting Sidewalk 0.5' Strip Typ 1,.5" SM 9.5A /-4" BM 25.OA 1Transition sidewalk between stations 11+58 & 11+77 1.0' Typ COMPACTED SUBGRADE� 95% COMPACTED 8" VDOT 21A PUBLIC STREET 5' 6.5' Sidewalk Planting Strip � Install sidewalk as shown on plans. 3000 psi concrete with 4" stone base. (Typical) Note: Provide VDOT Std. UD-4 Pavement Edgedrain for entire length of Delphi Drive. MIC MYERS 9 L' . No. 33028 �O Ae Z�(� �W 6 `rI nXr n t 0��1� i✓� O_ c U U U W A m w Y U w U rn v m z 0 v m 0 w z 0 w 0 .0 U co LU TYPICAL ROAD SECTION - DELPHI DRIVE (STA. 10+00 -> 11+58) (1998 VPD) z NOT TO SCALE (No Parking) 51' Public R/W 5' 6' 26' Curb To Curb 6' S' Sidewalk Planting 0.5' 0.5' Planting Sidewalk Strip T 1.5" SM 9.5A Strip YP. / 2.5" BM 25.OA TYP• COMPACTED SUBGRADE� 95% COMPACTED 6" VDOT 21A - O w J LL PUBLIC STREET a Ems-+ 1. z _ TYP.0 Q � Install sidewalk as O shown on plans. 3000 psi concrete W a with 4" stone base. (Typical) CD Q � W t� � rsi o � W TYPICAL ROAD SECTION - DELPHI DRIVE (STA. 11+58 -> 14+79.84) (1998 VPD) o NOT TO SCALE (Parking One Side) 54' Public R/W 5' - 6' 29' Curb To Curb 6' S' 1.0' Sidewalk Planting 0.5' 0.5' Planting Sidewalk Typ Strip Typ SM 9.5A* BM 25.OA* Typ, Strip V SLOPE f IV 2% SLOPE COMPACTED SUBGRADE__/' 95% COMPACTED VDOT 21A* V H PUBLIC STREET Q C) z w CO H q 1.0' Typ c) Install sidewalk as DOM. PROJECT NO:12,006 shown on plans. 3000 psi concrete INDEX TITLE: with 4 stone base. (Typical) SP3 9 TYPICAL ROAD SECTION - BOULDER HILL LN. (90 VPD) & GLISSADE LN. (374 VPD SP3) NOT TO SCALE SHEET NO: 3 OF 48 DATE: 04/20/13 X It It I, It V, I, vi, it V I I t 1 ------------- ------ V, 1, V, ---- ------------ - , I " I I I, I, ", I, I I ---- ----------------------- ------- - �� -, �� , I " , 1, ,1 l V, t IV V, kT___j \ I\ UY k It" 1 1, IV It V, --------- It I �, \ , It -------------------------- - - IV 1V\ % It IV V I It ------------- - -------------- IV I V, ------------ --- - -------- ------ ... . ... . -- ---- ----------- ---------- ------------ ------------- t IV V, V R wp� ---------------- - ------------ -- -------------------- --------------- ----------- -------- r A g --------------- - ---------- IV X - ---------------- -------------- ----------- - V\v \1 It IV Vi I, It -- ------ y IV It it V, ----:7 ------------------ - -- 1V I C V V IV It % ------ OZ2 "W� --- --------- A, '"' . . ;�i *;:,; , L I,,'\ �,\ \ \ \ I I � I I \ " , I I \ % V, V V, I M, 0,1q, - "\ \ IV ... .... .. --------------- k V, It IV WIM:1.", -,l , 1 1 " - , , - - — -.:i"I -- 1 1 'N % I \ ; I I I I I I I 1 1 1 1 " V, I it Tf. ------- -------- ---- V\ l ;i it t V, it IV -------------- lit ----------- 01 it ------------- -- ----------- ------ lit I -off — — — — — — i; I it kil, lV TE I It 1, IV IV ------ 1 V, e� --------- it V, V, V, 1 V V, I, V, - ----- ------------ IV IN -v Illit, 11 1 V " 1 1 1 1 1 1 , , -- --------- ---------- 't V, 1 1, It it V, VV----------- - ------ -------------- I V, IV V, It V, x ,I NX-FIRM . .......... ... 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II -VI I, IV V, w i v V, _-Z % x lit I\ It IV V, V, V I�ffi 0,45% V, V, I N k kt, k IV It # V X , 1 1 1 1 1 1.. sm, I I g a vlo g va V, 6- Itt - ------ l V T.;::, "I I k -------- �po k ------ %I I ---- 1 1 .4 , " " I I i , I �- II'i V, , I , % IV \ 2m )0)9, It In It IV 1� 1\ 1� I , " - ---- ------------- IV 'I t I I I f V, ---------- If It l Vgi 10 �,v 1 1 -1 V I l 11, lik 1 11 �11 dw.,�*-'_..,IiI,� MOTO IF It I KAIVA V, I IV V% 'i I k k It I If IV V, IV W%1�1 It I V IF IV % V, ---------- - V, e-------------- -- t us�lvc It-- ------ ---------- ------ 'To REDUS VA Ho -- ------------ lit' t II------------ ----------- 'Be\ ROMOW4 Il--------- ------- ------------ TMP 78-�9 ----- ----- 'I I-- ----------- - ------ MP ItI'_406p-� TMP 6 T way, 3'\ lit Alodg \0 W%`�U\ ITo be, Ro CrTq %r -_AVRRS '(TftA �ed �7_ IIit------------- it------------ -- ---------------------- V------------- ---------- Ii t L - - - - - - - - - -- it V--------------- - 1 1 Exj,, ga/brIed ,cdmpriqe4,'qf-'a -------- % ----------- -------- --- igtoly 5vQ/ Q s T Pro ------- __/--_txist__BuRdi I------ --------- 'ed --R-em6ve I lit lit I---------- ------------------ ..... ..... ------------ xis 0 ------ 4erh ad, one ItRK e m ed ----------------------- ----------- y----- ------------- rgt-Driveway ----- - 0 -bg �Ie ------------------ ----------- 'Be Va�at�d\, (Typ.�, - ------------- 111----------- ------------ ------------ Iit---------- - ------------- A ----- ------- ---------- I-RED US' YA If6 UR P WANA Very -07 ItINA, FOV4 lyn 78 -------- ------ F0 U 1Ile PR 0 0 10 �00 S LLC, I 14.NA I MIE r E: n � 1jQ0, v E > UJI 'i In E q) c 0 4- c c E c 0 w Nu s 1 .33 2 0 IV A I 0 LU X U U) z C12 0 1_� U) U1 LU z 0 LIJ M 0 4 Z z Ic> U) 0 C/I U u u C> u U LU _j I- gI -41 cVil 6 EZ E .. I I z z C:) P4 ::2i z c:) �_4 E-4 z E4 c:) U) z E4 U) Cf) Z z w w r U) DOM. PROJECT NO:12.0065 INDEX TITLE: SP4 SHEET NO: 4 OF 48 DATE: 04/20/13 Nth y ee': x n: :$1ty,{'::9 i.::"^'i'�3X: 1'..' •`.. Y. :'m/ '� \\Ga'iY.•J, :F�. :�:.,' 'ice ::h`U .:>Y<+'A'i:., :. .rQo-\:):.r.:. r ; `fin ,.WSONEA 0011 BLOCK 5 �0 Oval Park La�W AV n " @ VPD 451 pubLic1 TMP 62-26 CASON, HILLIAM DB 793 PC 106 I ' ' --36' VegeVation B�ffer SPI 0 \ gg \ i 1 & 1 'mm* mpom 1 'FAMiM 1 t ' i ` �, SPACE OPIEN ! 1 121 12 126 1 1 125 124 123 '{ 122 �{ { l i FONTANA SUBDIVISION PHASE 2B ILI 1 it �0 c ... E 0 w A V) MC - 9 .No. 33028 loss NOON r� j.: n w Y U w U v m z n U m n w z CD co w n O 4 Ll.; w w CD DOM. PROJECT NO:12.006 INDEX TITLE: spy SHEET NO: 5 OF 48 DATE: 04/20/13 45( 44t 44( 43t 43C 42t 42C 41t 41C 40,' 40C 39t 39C 38t 38C 37E 37C 365 36C 355 350 t ! m m s HORIZONTAL CURVE #2 o . o T = 104.65 ~� •, 1` m �� R = 500.00 L= 206.32 s , CD = N 41 ° 04' 091 do s PI STA = 13+00.84 1 o 1 � o o n a m 66 00 „ D s w $•ro 11� pp o O �y29 4"X8" T.Sg,& VALVE 5 5A OTES) o G G C9 / cr�NN� I J -A p o I L 3 _6 g- � Ddth p el ve rip o8.M 72 ZQ ff iv m fl o o c) \ c� HORIZONTAL CURVE #1 ` o �_ Q \ N: 5G Ti A - 6°18'48" � T-11.03 �2t �� \ \� P o �� ,, U' R = 200.05 m \ o, ✓ \ o ;. ,�T L- 22.04 l s m rn r' 1 o N a_/ �� R' 4 00 C= 22.03 N N \ N o CD = N26' 05, 28"E. \ ; o PI STA = 11+44.45 CP " -10 m m \ s o � Delphi Drive Profile Horiz. Scale: 1 "=30' Vertical Scale: 1 `10' / 10+ F / l N NN 2 „ CRO-�` GV; BOA O. O ) o w� / 1 N 3 / y� 4 z /v. y / PHASE LINE ti GV; BOA / y% CA s"e � � y N - _�........... _--------- __ __.__________ ---r------.____ —_-.. _.. _--.--- -- __ ITKAL-CURVE 1-----___�_.......______.._.. __._._. VERTICAL CIJRVE-2--------- _..-----__-_.-- ------._ _ __.__.._ __------------_ --- - ___ -- -_--- -.- L-N-=-48r00 _389:36-.: :.— _ -IF = --26-. _::� __ ----__.....__-_ ___.----___--- ---.____- . ___-- --- -----_--- _. _._._...._ __. _.-: ---__ __._...._-- c -_ .._.__ _ _.. .._..... ... .___-- _______------_--- , _ ..... _ _ _____-__-_ i _.--------__ - ��-- -, __-._ ____-...___ __ _--------_--_-- — -- --- -- Ex- -Is tI Grade.-___.____-- ��-_-._--_._--._ _ _ _ -- _ .____..___-._-__-- _-- _---_--�-_— -----....._.-..........._._.__ 77 _ co _ -- ._- -_. ---MAINT-AIN..-- �_ COVER ----__—._.. 1.5_MIFt _ ....... _ -- _ _ + oo T ,� HOPE STORI4t�SEW;.(ST=6_._._.- D7 � - n 11 -- --- Cn a) --EXIST:-3 1NV- -_ --ReP-S�'f3RM SEW.-- -�r- ------------__.-_ _ _ - ----S-TA,f13-+5Q.70- ---------- --_ - - — _ e U-Y -___ _ -_STA.=12+fi7.9Q-.-----«iSTN._ C„ - - --- —_- -T ----- - --- _ 13f8149. _ - - ___ _..._._ —cc_ �, u,____-- _ ____._.__...._ ..... _-- — ..._.._-__----- ----------- --- ----- __ ----- _ L_.._____..._._-_____ -_ __. ------ --------I- _____.___ _ ..... _ __ _____..__—.._.._.__.----- ao C) I'` d- T)( 0L0 T)r__ 0000 r<r__� N N 6r7 mod- 0)CY) O-)O') G)CY) 0) (a)O) 0-)07 0-)07 0)a 0)0n 000) 9+50 450 445 440 435 430 425 420 415 410 405 400 395 390 385 380 375 370 365 360 355 550 RWSA Watermain Notes: 1. Contractor shall coordinate with RWSA and ACSA during construction of the connection to the existing RWSA 24" waterline. Contractor shall use due diligence to protect the RWSA 24" waterline during construction and tapping. 2. Contractor shall verify the horizontal and vertical location, the outside diameter and the pipe material of the 24" waterline prior to ordering the tapping sleeve. RWSA shall be contacted 3 business days in advance of the test pit and shall be present during the test pit. The tapping sleeve shall be approved by RWSA prior to being ordered. The tapping contractor shall be approved b RWSA prior to the tap. PP Y P P 3. A minimum of 3 business days' notice shall be given prior to installation of the tapping sleeve. The 24"x8" tapping sleeve and valve shall be installed plumb. Following the placement of the 24"x " 8 tapping sleeve a concrete ad an pp g p d thrust block shall be placed under and behind the tapping sleeve. 4. No permanent connections to the potable water system are allowed until the new waterlines are tested, disinfected, and ready for service. _-E Vl )NNE pQdJ� _ C (U > � .... � 4- o C N s }%0 W a MIC NIYERS No. 33028 o IZ 9 wA-1 QNA L IIIii 91 Z 91 Z o w U) U) O W a vo U U 0 0 U � C-) z Q J_ y •-1 C,j .M. Ll. E-+ I � � I � H � E-4 H Q � w w ♦_ DOM. PROJECT NO:12,006 INDEX TITLE: SPt 3 SHEET NO: 14 OF 48 I U -t- U U I U -I- 5 U I I -t-UU I I +�DU I Z+UU -I Z+SU 1 .S+UU 1,5+5U 14+0U 14+50 15+00 15+50 DATE: 04/20/13 465 46 45 45 44 44 43 43 42 42 41 41 405 400 395 390 385 36" HDPE 380 375 370 365 a 4 t6 -1CfiO �Fk'Str 3o0 n� 9e XtRCA N�n_eoI, cu/v, �w 3.c' t \ It) v00� 0 1 8sg 3;9 93 .. . . Z_" __--- . ' .. . Yr i., _ ... _- 440 / P ! ._ .. lcmiml 7 ■ ■ __.. _ -_.y _._ � m _ __-:,. - Existing -Grade- - ___.______ - - _ _ .,� `g cummAC -. - .. _ __._ ._ ..._.. _ _. -__ .... __ _ � --_..-_. . -----.__--- .._.--- _. _.1-MIN- _-.___ _ ; _.-_.- --_- ___ w___......,_ 24"-HDPE _STRM SEW - z ._...._._STA. =-10+2D.76, -- ___ .. N. -- _ __.._.__ _ :- __ --_-_----- - __ _.--.."_..__.-.-.__.__. _.__ _._ _8».-PVC_SAN_: STA:=.10+3& INV.-=422.87- 82 _.. ._...._._...-f --.._ .... -' ....... -,� --_..____..___.._........__...__................-_ _.____._._.___.._..._.__ .-._..............._-_z _-.-_-....___......._.._............_..........__.._...-.._...._.._.._ on ---... ., -------_....------..._- __..-..._-_-__-_.-_._-_.--..-...-_...___ o __.-_---_____-._..__...___._--_...._ . _ . ..-. o._-_-__..____..._. ci,___________.__ ------_.____ ...__.__...... . __-_ _.... ....__>< --- --- -_ _ ._ . - .__._...__...._...._.___.__.._.._.._z ._...._--_......_..- _-__._.-.__._--._.__._... __.._._._....._...-_...__ 00� _.... _ ._ _-.,._....-__ ._...___._..___ _ rr -- - --------- --- _.. _-----_- ..---_-...--_...-__,.--_-_..._- -�_- .. _._ �-.._......._--..-__--.._.__-.-.....-___....-_........__......_ _....__..___ ..... -u-_ _ - ............. �e - ..__.._.....__......._.. __. _... 50 10+00 440 ' `�' \ �\ �__ - / ' m L6 E r0) � N N - m Y. s ;'q -. c = m G. ° P 01 m m E s��v ® vr o _ N % .5 -L ,o v E c 0 W �< ��o q� ti � Lr' '\ u MIc F. M 'y `"�Lic o.33028 ed �o� / /�Q� y �w� > ./ `�10NAL 1 /Z ' , I Ts� co PO A 19 Delphi Lane Profile Horiz. Scale: 1 "=30' Vertical Scale: 1 "=10' -- - - -_--- ._. ___ ____,_-._-_- 5 5 5 0 5 0 �< ��o q� ti � Lr' '\ u MIc F. M 'y `"�Lic o.33028 ed �o� / /�Q� y �w� > ./ `�10NAL 1 /Z ' , I Ts� co PO A 19 Delphi Lane Profile Horiz. Scale: 1 "=30' Vertical Scale: 1 "=10' -- - - -_--- ._. ___ ____,_-._-_- 5 5 5 0 5 0 --_ -. ______�___ _ __-_...--------__.___ _ __ ___-..__--- _.______._ _ _.._-_._-__-__- __ ,.___ _____._.._..._._..__ ,__.__-- ____ _ ___.__. ___-.-___-__-___,_. ___-----------___.__-_ __ _.. _-_-_----____.______ -- _._ ___.. _____-___�_-__. _ .---._.- -_-____._ ---- ____.__ _____._______._-______ ---------.--. _.--- ______..._ _ .._. .___ .---.-I--.--- _.- _ -.--- ____._--,--_._ VERTICA _ __..._.____,_,_ ..._ Ui -. _ ----__-._-- _.__--_________-_-.____...___ __ _ _-------_---_ - ____..__ _ _ ___ __ _ - _ _ ..__-�---_ - --._...-.--_.-.-- _.___---_-- _-- ---__._,._,,_ _ __-______.----- _ __.__ ___ __-.---_----_--__ ___--.. _.___.---.---_._-._.___.. _._- ._- __-____--___._-.- - _- _.. __.__.__ -------____-- -_ - -- -.._ _._._ ___. ___ _ ___ ______.._--.---------___.-__ .------..------_._.__.-___._._._.._._.....___._.__-.----_-_-____---.----.T--,_.__..____ ._---- --- _ _ -_ ___... ----__-____-.._.. _.._ _ ._ __ __ _..--- _ ____- ______ _,_.____._ _ -- __-.-.-_._. _ - 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PROJECT NO:12.0 06 375 INDEX TITLE: 370 365 SP14 - --- - SHEET NO: 15 OF 48 DATE: 04/20/13 30 � O 0 0 0 `� HORIZONTAL CURVE #3 y A = 74*27'14" i T = 227.94 t R = 300.00 d L = 389.84 C = 362.98 CD = N48° 48' 38"E PI STA = 19+0230 o n I I sew 81, e•s ?4 `d O �- 9 G e.•w 8"W 19+ 0 FHA .W _..----0 . _00- . 8"W 510 505 500 495 490 485 480 475 470 465 460 455 450 445 A. 435 430 425 420 415 410 00 LO Delphi Lane Profile Horiz. Scale: 1 "-30' Vertical Scale: 1 "=10' 6 00 4r — -VERTICAL= GU�R-VE -#2~- -- _- --VRI-STA- =-•-18+-77-;35--_ _ _ _ _g _ —..... _..----.-__ __T--- PAO -._ ___.... __....... ._...___._ _.._.. ___.__— -- ----- _; _. 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MYERS 0.33028 ONA L 4 A } m 0 Y U w U C O " v m r � A � � v m 0 w z � w co 144 r. w mCD er CQ c a o O41 ui Cn U O o A � U U •�c U U U ZULU- 11 ►- E�-i I � O � a w � � Q CD � Q Q H Z z ij �D w w 1.10 DOM. PROJECT NO:12,001 INDEX TITLE: spt SHEET NO: 18 OF 48 DATE: 04/20/13 52 51. 51 50 50 49 49 48 48 475 470 465 460 455 450 445 440 Oval Park Lane Profile Horiz. 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PROJECT NO:12°006 INDEX TITLE: SPt 8 11 J SHEET NO: 19 of 48 DATE: 04/20/13 9+50 520 515 510 505 500 495 490 �85 �80 �70 I65 > 60 �55 k50 -45 -40 I U-T-UU I U__F�ju I I -r-vv I I -I-jv I L_t_v v I Z+�u -1 6+UU 1,5+bO 14+00 14+5 0 fps" � even t N 1 N; N \ � \ f PVC pnrpted \ N \ d C/epn ® \N oUt \ \ N m; N 1 \ N 1 \ %h i 0h Lic. . 33028 j9NAL IN a m Ile w U w U z O O � U] m A �Q Q C� m w U in w Tn w U Z CD z O W w 0 0 Ui U U 0 gg U w o J x .4 U_ � w z E--T O .� O m� a E4 Q rn� � O V � Z z w PQ J h- w w 0) DOM. PROJECT NO:12°006 INDEX TITLE: SPt 8 11 J SHEET NO: 19 of 48 DATE: 04/20/13 � w z E--T O .� O m� a E4 Q rn� � O V � Z z w PQ J h- w w 0) DOM. 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PROJECT NO:12,006 INDEX TITLE: 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 F 1 �j SHEET NO: 20 OF 48 DATE: 04/20/13 STANHOVE PER PLAN FF=499.0 BF=490.0 Lot 72 0.159 Acre t-1777 N _IJ A' TFF 570 56 56 55 55 54 54 535 530 525 520 515 510 505 500 495 490 485 480 475 470 i Glissade Lane Profile Horiz. 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PROJECT NO:12•006 475 INDEX TITLE: 470 SP20 00 a7 SHEET NO: 21 OF 48 N N Ln Ln 18 + 5 0 1 8+ 8 0 DATE: 04/20/13 9+8010+00 10+50 11 +00 11 +50 12+00 12+50 I �+uu -I �+5u -I 4+uu 1 4+5u "I S+UU 1 b+50 16+00 16+50 17+00 17+50 18+00 �Es O _c mm75 O� f M ER Y Li . o. 33028 7 Q 10NAL A m a w U w U Z x O � U � m Q m w w Lam- �N Ch sf• 0 4 M 570 LU U 565 O 560 W w A 555 550 U w V U � U Z pq 545 w OJ .-1 G�2 ]Oid� li x 540 535 w H 530 © (� 525 520 515 510 505 u ~ � Q 500 �n V1 495 .� Z 490 485 w w '2'^ vJ ".0 DOM. PROJECT NO:12•006 475 INDEX TITLE: 470 SP20 00 a7 SHEET NO: 21 OF 48 N N Ln Ln 18 + 5 0 1 8+ 8 0 DATE: 04/20/13 9+8010+00 10+50 11 +00 11 +50 12+00 12+50 I �+uu -I �+5u -I 4+uu 1 4+5u "I S+UU 1 b+50 16+00 16+50 17+00 17+50 18+00 570 LU U 565 O 560 W w A 555 550 U w V U � U Z pq 545 w OJ .-1 G�2 ]Oid� li x 540 535 w H 530 © (� 525 520 515 510 505 u ~ � Q 500 �n V1 495 .� Z 490 485 w w '2'^ vJ ".0 DOM. PROJECT NO:12•006 475 INDEX TITLE: 470 SP20 00 a7 SHEET NO: 21 OF 48 N N Ln Ln 18 + 5 0 1 8+ 8 0 DATE: 04/20/13 9+8010+00 10+50 11 +00 11 +50 12+00 12+50 I �+uu -I �+5u -I 4+uu 1 4+5u "I S+UU 1 b+50 16+00 16+50 17+00 17+50 18+00 00 a7 SHEET NO: 21 OF 48 N N Ln Ln 18 + 5 0 1 8+ 8 0 DATE: 04/20/13 9+8010+00 10+50 11 +00 11 +50 12+00 12+50 I �+uu -I �+5u -I 4+uu 1 4+5u "I S+UU 1 b+50 16+00 16+50 17+00 17+50 18+00 ! ! ! •! •! LE ■ 0 ■ ■ 0 ■ 0 560 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 480 475 470 465 460 Garage Garage Garage Garage Garage Garage Garage Garage GFE=512.5 GFE=513.2 GFE=514.5 GFE=514.5 GFE=514.5 GFE=514.5 GFE=513.2 GFE=512.5 11 Flat Waters Lane Profile A Horiz. Scale: 1 "=30' Vertical Scale: 1 "=10' ----- ___...-___--------._________.------ ----------.-----------_-----._..I__.__-__.._�..—.—__.-- ------ ........ ------ - -- --- -- ----- .___.— --- - - AERinc-AL CURYE-- .LyCU.— —VPI -S�i�r=�fi000 fi9,50- T-�--`:_�/Pt S�t�=-10--�8 . 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C_0 CNJ (0 n 00 00 00 00 (6 00 N `� r� r7 CD 4 c3 N �— If)U) LnIn LOLO In If)LnIn LOI LOLO 9+50 560 555 550 545 540 535 530 525 520 0 515 510 505 TEE 500 495 490 485 480 475 4..,, 465 460 I u+uu I U+�Du -I -I +UU 1 -I +5U 12+00 12+50 13+00 13+50 P0 m a w U w z U C/2 U m z 0 U rnm 0 w z w a 0 Ca w � a v m O IV) N W m A v LU w Q z � c�i ci 4 w J U_ z N w � a � N cf) �y w w� w� w DOM. PROJECT NO:12.008 INDEX TITLE: SP21 SHEET NO: 22 OF 48 DATE: 04/20/13 ■ ■ ■ ■ ■ 580 575 570 565 560 555 550 545 540 535 530 525 520 51., 51C 50� 50C 49t 49C 48E 48C F, , O �� z / ® m o _T1 A o m t� t- rm,i II � jj C. E- - v N o o r cn zr r` � � P' cn � �+ Q Cn S � N O p C„ i C p N 0 0„ N C O„ O Q v N O v m ry II � N o cn � P c W tv c p Iv ,, = o c -4 / `s cn c N O in +. w CD c ,� to , CO � W Cn , v � CTI S Q N O Ui O O m t ;, o CD o O `� J rn may, �.. O 3. m 20' (TYP) o (YP) cn / '-.- CD N „ ;. �,. .-..-..- -.._ -..-..-.._.._ �� -.o �.._.. �.._ .y ' / a •< C� o i co 2 HDPE 12 HDP �� / r-, O co co -, . 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( �- - n 00 Cfl N d- CO a0 O �- -I- C� ao � T-- � Ln �} CO d-' CO N r0 n CO c0 c0 V_ N- d- ff' O � � (D CO 00 I� C6 co r- L6 Cfl r7 r- �-: c0 O 6 C6 (` CO � 4 � � toN -- N d-N r�N r)N NN N,T-- NI_ N� N� LO � I� � to � � to to to to t_f7 � to In I f) to lid If) t.n 15+U� —85.3' (Typ.� i ti 5p� � ; �r�\c' a f'1 A I ;, T -� E 0 8 )NNto T 3>`a_' o m6 q - =00) E 'Nmm� j Z't •t uE_ -U U�MIC_ , . v S � Lic. . 33028 :_ �. �0��717 Q .' � c , �, �'�'rQN�L �_' d A r m 0 W w U Q U co 13" to w A m U �_: m w z U) w S < � A 4 Q o -4 a U3 -4 ci i co Z o co CO ►-_t co W w A 0 O o O U V W o v 0 U <c 0 � - O ti � w -1 - LL.. W - � E - � E-i � Q � '� W uN a W Q � m '� w �a I �i ,� E-+ ;� P4 M-I T� V 1 U H P4 U �• •� Fr w vz-i , LLI '<i J ~(�-+ w = W R'' DOM. PROJECT NO:12.006 INDEX TITLE: SP22 SHEET NO: 23 OF 48 9+50 1 U+UU 1 U+SU -I+UU I -I -I-- 5 U I Z+UU I L-i-JU I J_tUU I JrtJU I `+-i-' VV I It-rt�)v DATE: 04/20/13 HORIZ. SCALE: 1 -30' VERT. SCALE: 1 -10' 44 43 43 42 42 41 41, 40 40, 39: 391 38! 38( Outlet 3T 48 AA 48( 47,` 47( 46C 46C 45, 45C 44� 44C 435 430 425 420 415 410 74 37( 36: -C �, "Aw AW FAN-0 440 435 430 425 420 415 410 405 400 395 390 385 380 375 370 365 5 � V" II 0 0 o 12 � 104 -- �' c� — _ _ _._..__ Q --------_. _ --___ _ —._. CD U -+ 1- __---.....(13) f - _— __._. if _�_.---- ----_+------------- r PFoposed-Graff --_._ ... .. _ ._ �_ _ �-��__-_ � -_ nuff _ --- Fill_ Z P YP -- _ _ A EWER---- - __.._ .__._�.I�V,=446=fi4--.__..-_.._ __.-- - - -.Z�- --- --- --._— R -- - --__ ter_ ---:------------_ __- r _ Tom —TEE COY 0 _ _ _ -_, t __.-_— _N r_ --- — — �p nq —o_q— Ln it It _._...._.- __...__l.- ._-------_---- .__ ._._..._.__-__._ F _IL._._ -. �t _ _ _._ it Z II Z _ - _ _ _-. _ _ _ Ir .� ..---------------- I oo_z._ z-- �- > _ - - - - v� _ _ z i >-> > >�_� N �-�-Z----_.,_..._----_-.._. ___..___..____._..—.._T_._._. _ .__.-_.._�_. _._—__._-_._—_._-_._ _ rZ..Z_-._ ___ 35 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & embankment material shall consist predominantly of soil & be placed in successive uniform layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDAOT std. 21A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT w/ fill compaction results prior to road acceptance. Notes: 1. Inlet shaping (IS-1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL-1) shall be provided for all structures taller than 12' 3. ST-1 steps shall be provided for all structures with a 4' depth or greater. 485 480 475 470 �65 i-55 t50 I-45 I-40 135 �30 �25 -20 15 Storm Sewer Notes: Minimum Cover: 2' Minimum Seperations: Waterline: 1' Sanitary Sewer: 1' C Q •® .E •tr E c ® LL i y es A� MC Lie o.33028 A�. ss1ONAL /PCs u! ) �I �r AI \ 1-1 C/) ® o 0 0 0 U U U � A O � � W C' C) W E.. C) E—+ H � H DO V 1 u.l J H r•- W W DOM. PROJECT NO:12.006 INDEX TITLE: SP26 SHEET NO: 27 OF 48 DATE: 04/20/13 * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & embankment material shall consist predominantly of soil & be placed in successive uniform layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDAOT std. 21A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT w/ fill compaction results prior to road acceptance. Notes: 1. Inlet shaping (IS-1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL-1) shall be provided for all structures taller than 12' 3. ST-1 steps shall be provided for all structures with a 4' depth or greater. 485 480 475 470 �65 i-55 t50 I-45 I-40 135 �30 �25 -20 15 Storm Sewer Notes: Minimum Cover: 2' Minimum Seperations: Waterline: 1' Sanitary Sewer: 1' C Q •® .E •tr E c ® LL i y es A� MC Lie o.33028 A�. ss1ONAL /PCs u! ) �I �r AI \ 1-1 C/) ® o 0 0 0 U U U � A O � � W C' C) W E.. C) E—+ H � H DO V 1 u.l J H r•- W W DOM. PROJECT NO:12.006 INDEX TITLE: SP26 SHEET NO: 27 OF 48 DATE: 04/20/13 O � � W C' C) W E.. C) E—+ H � H DO V 1 u.l J H r•- W W DOM. PROJECT NO:12.006 INDEX TITLE: SP26 SHEET NO: 27 OF 48 DATE: 04/20/13 INDEX TITLE: SP26 SHEET NO: 27 OF 48 DATE: 04/20/13 HORIZ. SCALE: 1 "=30' VERT. SCALE: 1"=10 540 535 530 525 520 515 510 505 500 495 490 485 480 475 405 400 395 390 385 380 375 ( 37C 36E 36C -C 490 485 480 475 470 465 460 455 45C 445 44C 43E 43C 42� 42C 41C -C ____, _ _ _ - rr _,-,__ b�F _,_--_____, --- -- -, __ �...____ M _l _ - --M J--- — _-._ _,._,__„___.____.._._.-_ ._._-.__�_. ; _ __ __-_,__, ___. --- -_ _.._,-___._ _ _ _ Ih 10 ----- _ .__- {4 I_�_ - _,__ -_.--__- - -----__.______ --- _-___. _-___--_ __._____,________�.-. _L ____-►- -_____-- _-__,_ --- ropose _._I ' ___ _,-. __ , _ _ _ _ _ _____ __._ _____„___ .__,__....__,.-_ __,_,_,__ ---;.___ - - - ,--__,-__,,.-______ isb -Grade _-.--.._- ._ -- _..-___...._.—,_ ___-__ _.-,,.._...,... -,._ - - -____,_ _ -__ _ _____._,.__,_,_,__ __ -_,- _ _ 3�-�---}5---REP 0- • ._.-._ ____-._ �_ /__ __ ; ---- - /- _ 89' _ _ ___ _ _ _ _. _ ._ ________-__-. __..,__.___ _ f- _ - 8:_EXIST.-P-VC-S- A S _ -_____ -------- -- - __ _ _- Mm- 72 ......-., .wwn:..-- ,-w-.- --.__ -s'�ori�-wa1ER�-al 1 �6:5 p -"_ R PP- _____-. - ----Rip=R; _,_ , ---•-STA,-0+5-.68- ______JNV:=386:96 1 - �- _ - _ _ ,_._-. __ -- - ._.-,.._.�...-.. 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For stormsewer pipes in fill, Compact Fill to 95� Optimum Moisture Content. 2. For inlets in fill situation: Contractor shall place fill under inlets at 95� compaction 8c embankment material shall consist predominantly of soil & be placed in successive uniform layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDAOT std. 21 A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8o.c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT w/ fill compaction results prior to road acceptance. Notes: 1. Inlet shaping (IS-1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL-1) shall be provided for all structures taller than 12' 3. ST-1 steps shall be provided for all structures with a 4' depth or greater. j _ �� E, o __ N � , � 00 — . 'i 6° .L Q I- � E m m C: a) y �It�� ,- 4) ® s® C: _U .- M E c: W ® �ti - VALO, 21/� r�1� I , , ., , 1• co Q `� H C0 540 W A 535 530 525 6 ;9 520 � � � d A c� c 4, 515 o 0 510 505 Z z I I C? 0 1•� U O U V 500 5 W r„ N N 1 AW 1 0 UU 0 Q c� 495 490 485 535 530 5 5 2 520 515 510 505 500 495 490 485 Storm Sewer Notes: Minimum Cover: 2' Minimum Seperations: Waterline: 1' Sanitary Sewer: 1' .-I 1 0i I co r m 4 U w 0 P v m z 9 v2 U m 0 w z U) w 0 0 U2 w U w gg <C Z w Q Cn U) W W U P4 p ® ':4 04 M 04 W U i k—i = U) E4 CQ � U� 'Q� t't--�� e}Z-� J �- I- �_ W w DOM. PROJECT N0:12,008 INDEX TITLE: SP29 SHEET NO: 30 OF 48 DATE: 04/20/13 " 31 13 " ® " 15" 18" 24" DURASLOTO END CAP 12" DURASLOT ® WITH 6" SLOT 12 15 18 24 DURASLOT ADAPTER 12 - o N N 21 HORIZ. SCALE: 1" =30 530 29 29A530 _ o A PIPE PART No VERT. SCALE: V -10' SIZE 485 485 14 14A 525 12" 1260-DS C R O S S S E C T I O N 480 I-- s D �\ 475 22 " B C 31.2 470 P L A N V I E W END VIEW TOP VIEW 465 A -I ACCWrA= ALTffiiMATE FOR T= PART MODIFIED ORIGINAL PIPE A B C D PART N9 PART NQ SIZE 1262-DS 1214-AA 12" 14" 14.6" 15.4" 5.5" 1213-AA* 1562-DS 1514-AA 15" 16" 17.75" 18.6" 6.5" 1513-AA* 1862-DS 1814-AA 18" 18" 21.4" 22.4" 7.5" 1813-AA* 2462-DS 2414-AA 24" 14.8" 28.2" 29.25" 6" 2413-AA* MODIFIED PART NS ORIGINAL PART N9 PIPE SIZE A B 1233-DS 1267-AA 12" 5.76" 4.25" 1533-DS 1567-AA 15" 7.77" 6.25" 1833-DS 1867-AA 18" 8.04" 6.50" 2433-DS 2467-AA 24" 9.45" 8" ELEVATION 450 HCPS DWG #PI-7 445 -0 FE-.._-cal- �-.. STA-,O+ _-- It- o 25 0+00 DI1'-WATERLINE 8.67 ar>lpacted 520 515 510 25.73 505 .1 500 Fill (Typ.)* 495 490 485 -0- ,....._.____.........._..__.____ aced=:Grr�'deY_u 7IW--559:8 27:460-----15"-H �o �.o o-- en _._ . - __-___ 30 0+00 22.20 DPEu.14% o C 'rM 0 -v .0 E c W 0 TERLINE y y 5 0 `�� ago 4 P ey Ati F c� NHC 9 Li . o. 33028 12", 15", 13 ", 24 ", 30". 36 " o i - - ( y ww HCPS DWG #EC-3 DURASLOTO COUPLER BANDS 10 �w� NAL 490 18 18A 490 540 44 44A540 1 g O To10 O DURASLOT IIYSTALLATI0N PRACTICES 485. ... �.. __-� -..._ _ -- .__,� __ �_ _ _______._ 535 HCPS DWG #AD-3 �--'-1 480 ©_ _ ,T a - o _.__ ___�- 530 23» 8 9.54. b" --.-1R Existl P_@ 1.34� ----. g rode - - _-- - 26. :.'.<..: ASPHALT .... 475 Prop_---------- _. 5 s_ 470 4 _ :: 520 . B . HEAVY TRAFFIC CONDITION END VIEW SIDE VIEW 8" 465 460 :IP WATERLINE TA =0+09 28 -..- _ _ _ _ _ . � _ --� _. __r _T. _-__ _..__ _. _ 4 ____ ___ 515 _. _.____.__ 510 _.. _. _._..._ ... ..__ .__... __. _. _ ASPHALT ' 4 S GRANULAR SOILCOMPACTED TO 95% ' MODIFIED PROCTOR MODERATE TRAFFIC CONDITION ri-'�Duraslot Surface Drain Details HCPS DWG 4INST-1 455 - -.. .---- -. oQ - - -..+ n._ __ _ -- _ 505 450 _ _..V) - Z z..._ _..____-� ?__ _ _ _. 500 25 0+00 -0 -0 Lo Z'___1.klDPP1~� 2.2fi� _ _ taP d Fade IN; -__ 8" DIP WA a Exist - 1- -Z-'z-z-' 30 0+00 TERLINE 2 6Q A m a w Y w T U c Z z c7 " ci co � w A m z L� m a W z W c i o Notes: 4 o 1. Inlet shaping (IS-1) shall be provided for Storm Sewer Notes: C all structures with a 4' or greater drop. Minimum Cover: 2' -� 2. Saftely slabs (SL-1) shall be provided for all Minimum Seperations: structures taller than 12' Waterline: 1 co z P3 Not To scale Sanitary Sewer: 2' o 0 HCPS DWG #BD-4 *Compact Fill to 95% Optimum Moisture Content U U U 2409CGD 1599CGD NYLOPLAST DRAIN BASIN WITH DOME GRATE w � APPROX. DRAIN AREA = 270.64 SQ IN APPROX. DRAIN AREA = 122.07 SQ IN Z APPROX., WEIGHT = 53.00 LBS APPROX. WEIGHT = 26.60 LBS W (1, 2) INTEGRATED DUCTILE IRON z c'i 0i u.- GRATE TO MATCH BASIN O.D. UA EE-1 a A \ MINIMUM PIPE BURIAL Z A A DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE d I O w (3} VARIABLE INVERT HEIGHTS MANUFACTURER 00 - 360° ACCORDING TO PLANS a � Q AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) � � w a� o �14�5j] 6�9Q (3) VARIABLE SUMP DEPTH (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS ACCORDING TO PLANS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (6" MIN. ON 8" - 24",10" MIN. ON 30"�j W (ADS N-12/HANCOR DUAL WALL, ADSIHANCOR BASED ON MANUFACTURING REQ.) SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), F-I PVC DWV (EX: SCH 40), PVC C900/13905, H w CORRUGATED & RIBBED PVC CCff)D WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER n (CORRUGATED HDPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 Q 8" - 30" MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR � SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED Z iLi UNIFORMLY IN ACCORDANCE WITH ASTM D2321. t �-4 W W SECTION A -A 1 - 8"- 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. SECTION A -A DIMENSIONS ARE FOR REFERENCE ONLY 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE DOM. PROJECT NO:12, 006 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-%05 DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH VRAV A9JYHATBC MATERIAL 3130 VERONA AVE INDEX TITLE: QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-06 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT RESTRICTIONS. SEE DRAWING NO.7001-110-065. PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSIOP OF THIS PRINT O BUFORD, GA 30518 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO DOES NOT CONFER, TRANSFER, OR LICENSE THE US DWTETHE DUM-1 PHN (770) 932-244 LOCKING DEVICE AVAILABLE UPON REQUEST ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), OR TECHNICAL INFORMATION SHOWN HEREIN REPRODJCTION OF Nyloplast FAX (770) 932-249 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS DRAWN BY EBC MATERIAL 3130YERONAAVE N-12HP, & PVC SEWER (4"-24"). THIS PRINT OR ANY INFORMATION CONTAINED HEREI RNSED BY EBC PROJECT NO./NAME www.nyloplast-us.cory THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS DRAWN BY EBC MATERIAL 3130YERONAAVE PROPRIETARY MGM. THE RECEIPT OR POSSESSION OF THIS PRINT BUFORD,GA3HI8 a MANUFACTURE OF ANY ARTICLE HEREFROM, FOR TH DISCLOSURE SP30 PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT BUFORD,GA36518 DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN DATE }T,OB DUCTILE IRON PHR(Ti0)932.2443 5 MINIMUM ANGLE BEMOUNTEDDAPTERS ON ANY SEE I G60. TO DETERMINE TITLE DUCTILE IRON PHN(110)y31,yk3 { TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRI DRAIN BASIN WITH DOME GRATE DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN DATE 38-06 OR TECHNICAL INFORMATIONSHOWNHEREINREPRODUCTIONOF NylU last FAX(RO)932.1490 MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWINGN0.7001-110-012. E 2-25-1 OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF Nylo last FAX (M)9322490 THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR REVISED BY EBC PROJECTNOJNAME ✓ WWW.RkPlnt-m.com 6 - 8"-30'DOME GRATES HAVE NOLOAD RATING. PERMISSION FROM NYLOPLAST. QUICK SPEC INSTALLATION DETAIL THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR �•0&PIW-+R� MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE REvlsmsr Esc PROJECT TITLE DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO7001-110-397 REV B 31 OF 48 MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE �•E TOOTHERS ISFORBIDDEN, IXCEPTBYSPECIFIC WRITTEN DATE 313•N r2011 NYLOPLAS . SHEET NO: TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROMNYLOPLAST. 15IN DOME GRATE PERMISSION FROM NriOPLAST. DATE 324•ti 241N DOME GRATE 2 N to last Yard Drain Details CMINYLOPtAST I OWGSVE A SCALE 1A SHEET ,OF, I DWG NO. 7001.110-211 REV D SP� enonnnawtisr D�"� A SCALE 1B SHEET 1OF1 DWG NO. TM-fl0.219 REV D 0 o Scale DATE: 04/20/13 MODIFIED PART NR ORIGINAL PART NQ PIPE SIZE H W A 1221-DS 1265-AA 12" 2" 8" 7.75" 1226-DS 1265-AA 12" 5.5" 8" 7.75" 1526-DS 1565-AA 15" 5.25" 9" 10.5" 1826-DS 1865-AA 18" 5" 9" 10.5" 2426-DS 2465-AA 24" 5" 10" 12.63" 3026-DS 3065-AA 30" 5" loop 16.5" 3626-DS 3661-AA 36" 4.75" 10" 20.8" pressure Hydtar# 117021 E(oui'Hytltant:# 12310 Ftow Hydrant ff2` ` Flow Hydran# #;. { 4. Date and Time of Test: 9/16/201311 0f 00. AMI Lacation Fontana DR Stattc Pressure. (psi) 85 Residual Pressure (psi): ... .:... _. 80' Pltot Pressure 91 (pst) . . 7Q� Pilot' Pressure:#2 (psi) 01. Pitot:Pressure. #3: (psi) 01 Minutes of F.Iow1 3 Test Flow#1(gpm) Test Flaw #2 ($pm). Test.l=loW #3 (gpavi).. a Total` Estimatedflow:(gprri) 1;160 j _ ...: t±sti,rnated Consuttm( t(on (gat) 3,507 AWWAQ2l)Calcttlai)on(gpm) 0{ualue9fzervindE�,ates.insufficienYpressure,drgpforcatcuEatign}: tom tints: For method of caleulav pitot:flow witKa diffo!0.;, tie 44 1'j VJalsJsl ap. d C,utes article 1490 Jou.rrial Management;arid (7pei'atoris ALYWA..° Signatt(re,of Tester, .(Ail tests xortdUctfld;ising 2,$ tlscitarge:autletunitiss otherwise specified) FIRE FLOW CALCULATIONS FONTANA DRIVE TEST FLOW INFORMATION: STATIC PRESSURE = 85 PSI RESIDUAL PRESSURE = 80 PSI TEST FLOW =1169 GPM PROPOSED WATERMAIN EXTENSION LENGTH FROM HYDRANT 11702=4000 FT USING A HAZEN-WILLIAMS COEFFICIENT OF C=120, ACTUAL HEAD LOSS OVER 4000' OF 8.39" PIPE IS 39 PSI FIRE FLOW CALCULATIONS ASSUMING 39 PSI PRESSURE DROP AT MOST REMOTE FIRE HYDRANT, STATIC PRESSURE = 46 PSI RESIDUAL PRESSURE = 41 PSI TEST FLOW =1169 GPM CALCULATED Q20= 2847 GPM ANTICIPATED DOMESTIC DEMAND = 438 GPM (146 UNITS X 3 GPWUNIT) A DJ US UTD Q20 = 2409 G P M REQUIRED FIRE FLOW =1000 GPM PER VA FIRE CODE SECTION B105.1 FIRE FLOW IS ACCEPTABLE SINCE 2409 GPM > 1000 GPM Inlets Line Inlet Drng Inlet i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw SI, Sx Depth Spread (ac) (min) (in/hr) (C) (cfs) (cfs) (cfs) (cfs) (%} (ft) (ft/ft) (ft) (ft/ft) (ft/ft) (ft) (ft) 1 2 0.01 5.0 5.19 0.90 0.05 0.00 0.05 0.00 100 6.00 Curb Sag 0.083 0.020 0.02 0.20 2 3 0.05 6.0 5.19 0.66 0.17 0.00 0.17 0.00 100 6.00 Curb Sag ... 0,083 0.020 0.04 0.47 3 4 4.18 14.0 3.63 0.34 5.15 0,00 5.15 0.00 100 12.00 Curb Sag .... 0.083 0.020 0.27 7.40 4 5 0.11 5.0 5.19 0.68 0.39 0.01 0.39 0.00 100 8.00 Curb 0.056 .... 0.083 0.020 0.12 1.41 5 6 0.09 5.0 5.19 0.74 0.35 0.00 0.34 0.01 98 8.00 Curb 0.100 .... 0.083 0.020 0.10 1.21 6 7 0.07 5.0 5.19 0.74 0.27 0.03 0.29 0.00 100 8.00 Curb 0.097 .... 0.083 0.020 0.10 1.15 7 7A 0.09 5.0 5.19 0.68 0.32 0.16 0.45 0.03 95 8.00 Curb 0.095 0.083 0.020 0.11 1.37 8 8 0.09 5.0 5.19 0.62 0.29 0.03 0.32 0.00 100 8.00 Curb 0.083 .... 0.083 0.020 0.10 1.22 9 9 0.21 5.0 5.19 0.88 0.96 0.00 0.93 0.03 97 10.00 Curb 0.057 .... 0.083 0.020 0.16 1.95 10 10 0.15 5.0 5.19 0.60 0.47 0.00 0.47 0.00 100 6.00 Curb Sag .... 0.083 0.020 0.08 0.92 11 11 0.22 6.0 4.95 0.76 0.83 0.00 0.83 0.00 100 6.00 Comb. 0.083 1.68 0.083 0.020 0.14 1.86 12 12 0.18 5.0 5.19 0.72 0.67 0.00 0.67 0.00 100 8.00 Comb. 0,028 1.68 0.083 0.020 0.16 2.76 13 13 0.18 5.0 5.19 0.72 0.67 0.02 0.70 0.00 100 6.00 Comb. 0.036 1.68 0.083 0.020 0.16 2.51 14 14 0.17 5.0 5.19 0.72 0.64 0.00 0.61 0.02 96 6.00 Curb 0.019 .... 0.083 0.020 0.17 2.26 15 15 0.18 5.0 5.19 0.72 0.67 0.02 0.69 0,00 100 8.00 Curb 0.024 ..,. 0.083 0.020 0.17 2.16 16 16 0.34 7.0 4.73 0.46 0.74 0.04 0.78 0.01 99 8.00 Curb 0.025 .... 0.083 0.020 0.18 2.46 17 17 0.20 5.0 5.19 0.60 0.62 0.00 0.62 0.00 100 6.00 Curb Sag .... 0.083 0.020 0.09 1,12 18 18 0.08 5.0 5.19 0.77 0.32 0.00 0.32 0.00 100 8.00 Curb 0.054 .... 0.083 0.020 0.11 1.31 19 19 0.07 5.0 5.19 0.80 0.29 0.06 0.35 0.00 100 6.00 Curb 0.028 .... 0.083 0.020 0.13 1.54 20 20 0.25 9.0 4.35 0.62 0.67 0.00 0.61 0.06 91 6.00 Curb 0.028 .... 0.083 0.020 0.16 1.95 21 21 0.07 5.0 5.19 0.65 0.24 0.00 0,24 0.00 10 0 6.00 Curb 0.022 .... 0.083 0.020 0.12 1.39 22 22 0.12 6.0 4.95 0.68 0.40 0.02 0.42 0.00 100 8.00 Curb 0,054 .... 0.083 0.020 0.12 1.46 23 23 0.41 1 6.0 1 4.95 1 0.70 1 1.42 1 0.01 1A2 1 0.02 99 1 12.00 Curb 1 0.042 0.083 0.020 0.20 1 3.61 Note: 2-Year Storm Event Used For Inlet Calculations. Inlets Line Inlet Drng Inlet i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw SI, Sx Depth Spread (ac) (min) (in/hr) (C) (cfs) (cfs) (cfs) (cfs) (%) (ft) (ft/ft) (ft) (ft/ft) Milt) (ft) (ft) 24 24 0.21 5.0 5.19 0.70 0.76 0.13 0.88 0.01 99 8.00 Curb 0.022 .... 0.083 0.020 0.19 3.11 25 25 0.38 7.0 4.73 0.58 1.04 0.02 1.06 0.00 100 6.00 Curb Sag .... 0.083 0.020 0.13 1.59 26 39 0.26 7.0 4.73 0.60 0.74 0.04 0.78 0.00 100 10.00 Curb 0.047 .... 0.083 0.020 0.16 1.88 27 40 0.16 5.0 5.19 0.80 0.66 0.11 0.73 0.04 95 8.00 Curb 0.045 .... 0,083 0.020 0.16 1.88 28 41 0.19 5.0 5.19 0.77 0.76 0.00 0.65 0.11 86 6.00 Curb 0.045 0.083 0.020 0.16 2.46 29 42 0.28 5.0 5.19 0,74 1.08 0.04 1.11 0.00 100 6.00 Comb. 0.040 1.67 0,083 0.020 0.18 2.86 30 43 0.27 6.0 4.95 0.74 0.99 0.00 0.95 0.04 96 2.17 Comb. 0.039 1.67 0,083 0.020 0.18 2.51 31 44 0.10 5.0 5.19 0.61 0.32 0.00 0.32 0.00 100 6.00 Curb 0.030 0,083 0.020 0.12 1.46 32 45 0.14 5.0 5.19 0.75 0.55 0.00 0.55 0.00 100 6.00 Comb. 0,016 1.67 0.083 0.020 0.17 2.06 33 26 0.42 9.0 4.35 0.61 1.11 0.00 1.10 0.02 98 10.00 Curb 0.037 .... 0.083 0,020 0.19 3.01 34 27 0.06 5.0 5.19 0.75 0.23 0.05 0.28 0.00 100 6.00 Curb 0.040 0.083 0.020 0.11 1.33 35 28 0.26 8.0 4.53 0.70 0.82 0.06 0.84 0.05 95 8.00 Curb 0.036 .... 0.083 0.020 0.17 2.31 36 29 0.14 5.0 5.19 0.77 0.56 0.04 0.54 0.06 89 6.00 Curb 0.038 .... 0.083 0,020 0.15 1.77 37 30 0.14 5.0 5.19 0,76 0.55 0.00 0.51 0.04 93 6.00 Curb 0.033 0,083 0.021 0.15 1.76 38 31 0.21 5.0 5.19 0.78 0.85 0.02 0.87 0.00 100 6,00 Comb. 0.037 1.67 0.083 0.020 0.17 2.16 39 32 0.41 12.0 3.88 0.38 0.60 0.03 0.62 0.02 97 6.00 Curb 0.017 .... 0.083 0.020 0.17 2.41 40 33 0.41 10.0 4.18 0.37 0.63 0.00 0.61 0.03 96 6.00 Curb 0.020 .... 0.083 0.020 0.17 2.16 41 34 1.60 28.0 2.50 0.36 1.44 0.00 1.42 0.02 99 10.00 Curb 0.020 0.083 0.020 0.22 4.86 42 35 0.07 5.0 5.19 0.82 0.30 0.00 0.310 0.00 100 6.00 Curb 0.020 .... 0.083 0.020 0.13 1.54 43 46 0.09 5.0 5.19 0.82 0.38 0.00 0.38 0.00 100 6.00 Curb 0.020 0.083 0.020 0.14 1.69 44 47 0.11 5.0 6.19 0.80 0.46 0.25 0.71 0.00 100 6.00 Curb Sag .... 0.083 0.020 0.10 1.21 45 48 0.00 0.0 0,00 0,00 0.00 0.311 0,110 0.20 32 .... Dp-Grate 0,020 1,25 0.020 0.020 0.05 7.10 46 49 0.08 5.0 5.19 0.55 0.23 0.32 0.25 0.30 46 D -Grate 0.040 1.25 0.040 0.040 0.10 1 6.30 Note: 2-Year Storm Event Used For Inlet Calculations. Line No. Inlet ID Drng Area (ac) Inlet Time (min) i Inlet (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff (%) Curb Len (ft) Junct Type Gutter Slope (ft/ft) Grate Width (ft) Cross SI, Sw (ft/ft) Cross SI, Sx (ft/ft) Gutter Depth (ft) Gutter Spread (ft) 93 7H 0.58 8.0 4.53 0.38 1.00 0.30 0.88 0.42 68 .... Dp-Grate 0.030 1.25 0.200 0.200 0.23 3.56 94 7J 0.63 8.5 4.44 0.36 1.01 0.00 0.71 0.30 70 .... Dp-Grate 0.040 1.25 0.200 0.200 0.19 3.16 95 12A 0.39 5.0 5.19 0.62 1.26 0.00 1.24 0.02 99 10.00 Curb 0.028 ... 0.083 0.020 0.20 3.86 96 11A 0.38 6.0 4,95 0.62 1.17 0.02 1.19 0.00 100 10.00 Curb 0.021 .... 0,083 0.020 0.21 4.11 97 8A 0.46 6.0 4.95 0.66 1.50 0.00 1.38 0.12 92 '12.00 Curb 0.080 ._.. 0.083 0.020 0.18 2.71 98 6A 0.38 6.6 4.84 0.60 1.10 0.00 0.96 0.14 87 10.00 Curb 0.100 .... 0.083 0.020 0.15 1.86 99 4A 0.24 5.0 6.19 0.58 0.72 0.14 0.86 0.00 100 10.00 Curb 0.015 .... 0.083 0.020 0.20 3.61 100 66 0.22 5.0 5.19 0.79 0.90 0.00 0.90 0.00 100 6.00 Curb Sag .... 0.083 0.020 0.12 1.43 101 67 0.49 1 8.0 4.53 1 0.47 1.04 1 0.00 1 1.04 0.00 100 6.00 1 Curb I Sag 0.083 1 0.020 1 0.13 1 1.57 Note: 2-Year Storm Event Used For Inlet Calculations. Inlets Line Inlet Drng Inlet i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw $1, Sx Depth Spread (ac) (min) (inlhr) (C) (cfs) (cfs) (cfs) (cfs) (%) (ft) (ft/ft) (ft) (fuft) (ft/ft) (ft) (ft) 47 50 0.09 5.0 5.19 0.58 0.27 0.30 0.26 0.32 45 .... Dp-Grate 0.040 1.25 0.040 0.040 0.10 6.30 48 51 0.13 5.0 5.19 0,58 0.39 0.17 0.25 0.30 45 .... Dp-Grate 0.045 1.25 0.040 0.040 0.10 6.30 49 52 0.09 5.0 5.19 Oki) 0.28 0.07 0.19 0.17 53 .... Dp-Grate 0.040 1.25 0.040 0.040 0.09 5.80 50 53 0.06 5.0 5.19 0.59 0.18 0.00 0.11 0.07 60 .... Dp-Grate 0.049 1.25 0.040 0.040 0.06 4.30 51 44A 0.12 5.0 5.19 0.62 0.39 0,00 0.38 0.00 99 6.00 Curb 0.030 .... 0.083 0.020 0.13 1.57 52 32A 0.07 5.0 5.19 0.81 0.29 0.00 0.29 0.00 100 6.00 Curb 0.018 .... 0.083 0,020 0.13 1.57 53 55 0.09 5.0 5.19 0.82 0.38 0.00 0.38 0.00 100 6.00 Curb 0.020 .... 0.083 0.020 0.14 1.69 54 56 0.23 6.0 5.19 0.79 0.94 0.65 1.59 0.00 100 6.00 Curb Sag .... 0.083 0.020 0.17 2.35 55 57 0.07 5.0 5.19 0.55 0.20 0.59 0.20 0.60 25 .... Dp-Grate 0.035 1.25 0.020 0.020 0.10 12.10 56 58 0.12 5.0 5.19 0.55 0.34 0.44 0.19 0.59 25 .... Dp-Grate 0.035 1.25 0.020 0.020 0.10 12.10 57 59 0.10 5.0 5.19 0.59 0.31 0.30 0.16 0.44 27 .... Dp-Grate 0.035 1.25 0,020 0.020 0.09 11.10 58 60 0.12 5.0 5.19 0.59 0.37 0.06 0.13 0.30 29 Dp-Grate 0.035 1.25 0.020 0.020 0.07 9.10 59 61 0.04 5.0 5.19 0,52 0.11 0.00 0.05 0.06 44 ... Dp-Grate 0.035 1.25 0.020 0.020 0.04 6.10 60 43A 0.22 5.0 5.19 0.74 0.85 0.00 0.80 0.05 94 8.00 Curb 0.040 .... 0.083 0.020 0.17 2.01 61 54 0.00 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0 .... Dp-Grate 0.020 1.25 0.020 0.020 0.00 2.10 62 54A 0.44 7.0 4.73 0.50 1.04 0.00 1.04 0.00 100 .... Dp-Grate 0.030 0.25 0.060 0.060 0.12 5.03 63 546 0.42 7.0 4.73 0.50 0.99 0.00 0.99 0,00 100 Dp-Grate 0.030 0.25 0.060 0.060 0.11 4.70 64 30A 0.27 6.0 4.95 0.81 1.08 0.00 0.96 0.12 89 8.00 Curb 0.040 .... 0.083 0.020 0.18 2.76 65 42A 0.21 5.0 5.19 0.74 0.81 0.05 0.80 0.05 94 8.00 Curb 0.040 .... 0.083 0.020 0.17 2.01 66 29A 0.18 5.0 5.19 0.76 0.71 0.12 0.78 0.05 94 8.00 Curb 0,043 .... 0.083 0.020 0.16 1.95 67 39A 0.27 5.0 5.19 0.77 1.08 0.00 0.95 0.13 88 8.00 Curb 0.045 .... 0.083 0.020 0.18 2.56 68 13A 0,09 5.0 5.19 0.57 0.27 0.08 0.35 0.00 100 8.00 Curb 0.038 .... 0,083 0.020 0.12 1.45 69 136 0.01 5.0 5.19 1 0.70 0.04 0.16 0.12 0.08 59 Do -Grate 1 0,020 1 1.25 0.035 1 0,035 0.07 1 5.31 Note: 2-Year Storm Event Used For Inlet Calculations. - Inlets Line Inlet Drng Inlet i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width 51, Sw SI, Sx Depth Spread (ac) (min) (in/hr) (C) (cfs) (cfs) (cfs) (cfs) (°f°) (ft) (ft/ft) (ft) (ft/ft) (ft/ft) (ft) (ft) 70 130 0.07 5.0 5.19 0.58 0.21 0.06 0.11 0.16 41 .... Dp-Grate 0.040 1.25 0.020 0,020 0.06 7.35 71 13D 0,15 6.0 4.95 0.43 0.32 0.08 0.33 0.06 84 Dp-Grate 0.030 1.25 0.230 0.230 0.08 1.95 72 13E 0.16 5.5 5.07 0.49 0.40 0.06 0.38 0.08 83 .... Dp-Grate 0.030 1.25 0.230 0.230 0.14 2.48 73 13F 0.14 5.0 5.19 0,50 0,36 0.00 0.30 0.06 84 Dp-Grate 0.025 1,25 0.200 0.200 0.13 2.56 74 22A 0,27 6.0 4.95 0.77 1.03 0.00 0.91 0.12 89 8.00 Curb 0.045 .... 0.083 0.020 0.17 2.41 75 36 0.15 5.0 5.19 0.74 0.58 0.00 0.56 0.02 97 6.00 Curb 0.020 .... 0,083 0.020 0.16 1.97 76 37 0.06 5.0 5.19 0.79 0.25 0.00 0.25 0.00 100 6.00 Curb 0.031 .... 0.083 0.020 0.11 1.33 77 37A 0.16 5.0 5.19 0..68 0.57 0.00 0.52 0.04 93 6.00 Curb 0.033 .... 0,083 0.020 0.15 1.78 78 38 0.26 6.0 4.95 0.75 0.97 0.12 1.08 0.00 100 12.00 Curb 0.058 .... 0.083 0.020 0.17 2.16 79 18A 0.20 5.0 5.19 0.72 0.75 0.00 0,69 0.06 92 6.00 Curb 0.021 .... 0.083 0.020 0.18 2.61 80 62A 0.00 0.0 0.00 0.00 0,00 .... .... ... .... .... MH 81 62B 0.00 0.0 0.00 0.00 0.00 .... MH 82 62C 0.00 0.0 0.00 0.00 0.00 .... .... MH 83 63A 0.28 6.0 6.19 0.66 0.96 0.00 0.87 0.09 90 6.00 Curb 0.015 .... 0.083 0.020 0.21 3.96 84 63 0.26 5.0 5.19 0.68 0.88 0.06 0.95 0.00 100 6.00 Curb Sag .... 0,083 0.020 0.12 1.47 85 64 0.30 6.5 4.84 0.60 0.87 0,00 0.81 0.06 93 6.00 Curb 0,015 .... 0.083 0,020 0.20 3.66 86 14A 0.09 6.0 5.19 0.57 0.27 0.06 0.33 0.00 100 6.00 Curb 0.020 .... 0.083 0.020 0.13 1.59 87 76 0.19 5.0 5.19 0..66 0.65 0.85 1.34 0.16 90 12.00 Curb 0.098 .... 0.083 0.020 0.17 2.36 88 7C 0.25 6.0 4.95 0.38 0.47 1.61 1.36 0.73 65 .... Dp-Grate 0.040 1.25 0.250 0.250 0.28 3.50 89 7D 0.84 10.0 4.18 0.37 1.30 2.15 1,84 1.61 53 .... Dp-Grate 0.050 1.25 0.200 0,200 0.32 4.46 90 7E 2.30 10.0 4.18 0.38 3.65 0.68 2.18 2A5 50 .... Dp-Grate 0.050 1.25 0,200 0.200 0.36 4.86 91 7F 0,110 all 4.53 0,40 1.45 0,57 1,34 0.68 66 Dp-Grate 0.030 1.25 0.250 0.250 0.20 2,86 92 7G 1 0.76 8.0 4.53 0.35 1.21 0.42 1.05 0.57 65 Dp-Grate 0.030 1,25 0.200 0.200 0.26 3.86 Note: 2-Year Storm Event Used For Inlet Calculations. Line Inlet Drng i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw SI, Sx Depth Spread (ac) (in/hr) (C) (cfs) (cfs) (cfs) (cfs) (%) (ft) (ft/ft) (ft) (ft/ft) (ft/ft) (ft) (ft) 99 4A 0.24 6.50 0.58 0.90 0.22 1.12 0.00 100 10.00 Curb 0.015 .... 0.083 0.020 0.22 4.51 100 66 0.22 1 6.50 0.79 1.13 0.00 1.13 0.00 100 6.00 Curb Sag .... 0.083 0.020 0.14 1.66 101 67 0.49 6.50 0,47 1.50 0.00 1 1.50 0.00 1 100 6.00 1 Curb Sag 0.083 0,020 0.17 2.00 Line Inlet Drng i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw SI, Sx Depth Spread (ac) (in/hr) (C) (cfs) (cfs) (cfs) (cfs) (%) (ft) (ft/ft) (ft) (ft/ft) (Rift) (ft) (ft) 3 4 4A8 6.50 0,34 9.23 0.01 9.24 0.00 100 12.00 Curb Sag 0.083 0.020 0.40 1 13.93 Note: 6.5 in/hr intensity check storm used for above inlet calculations. S`I'ORMWATER INLET COMPUTATIONS SP31 11 CO x Cw3 O U tr Ell m r4 Cri m n w LU _:� r- d� d� Q z w J ti E-+ E-1 E "I E-+ CD QQj P4 z i-� O E-4 �H Q z6iCO CD W rn DOM. PROJECT NO:12,006 INDEX TITLE: SHEET NO: 33 OF 48 DATE: 04/21/13 \ .,,, \ \ \ • ase 13[acks ! ! ! 1 1 It \ \ r \ C- 111-158 + + 1 \ Lat EEf E, S \„ ...\•-., •�• I 1 o_ 0.21 ACT6S` \ ` \ \ \ \ \ \ \ \ \ \ _ 1 I i 1 \ E64 9r \ t nd-1.ia I k I -- --- 1` \ . \ \ \ 1 \ \ \ , \ \\ / ``, \ \ \ \ \ \ ` \\ \\ I1 \ ♦ \ \ 1 0.01 Iona t d 1 \ \ \ \ 1 1 , \ -,,-- -- z .476 Acros / / ! � 1 1 1 \ \ A4-f8C s Ad-13D �0.18 dons C=O.%D , " �.. \ \ \ . `�. \ \ , \ \ 1 \ \ \ \ \ \ \ I \ \ 1 \\ \ \\ \ /, ! I � t t RO L°t 2/ fit+ ! ? v , \ \ \ \ \ \ \ { \ \ \ \ \ \ \ - N = �� E 1 i adl \ \ \ \ _ / / ! 1 \ \ \ \I 1 t f7 Lae t fs - '0.07 dorar 0.95 dorsa o=0.48 ' � � �e \ � 1 + + \ \ ` ` � - `-_ �''l � � \ _ \ \ \ � , -- ..r 1 1 \ \ \ \ \I \ °• \ \ e, 'f ca0.b8 0•=0.43 \ Tc- .b I ' �''1``'� t 1 1 \ \ � O P- a ¢a t>7 cn p N , 9 \ . N L \ \ \ \ \ \ \ \ \ DA-diai ' r' ; `' ' a , • ' � t \ c d- I 0.41 Acres r o DA-7J 1 I I / 0.38 Acre$ \ \ C\ \ \ ` \ \ \ \ \\ ` 1 I 1 / t 1 \ ' 1 \� ` ' + t t ' + ---- \ ` ` \ \ \ ._.. --� _- ; , /: ! _- ,- ``. / ` \ \ \ \ ► \ � t 0.63 Acres ..- ;•";,.�..; 1 ` ` _, 7,'c=6.0i\. , \ `\ \ •�````\ C=0.36 1 + m / }:• / ' v. \ \ \ 0 \ \\ \ \ - {50- - \ \ \ I \ t \ � / / ♦ / ^.- �� `--- - / } \ \ I I I i I I � j :r/ ... �. �.... ,t.e \\ 11 ',)1 \ \ ♦ \ \ \ b \ \ \ \ \ \`\ \\\ \ \\\ \ Tc=8.5-26 \ Ro,PZR �\ 1 \ 1 a \\ ` ' \ `- \D.1-12! , 0 1 , \ , i t 1 ; I ' , I r , , I C o D.42 Acre$ }_ , , \ i \ 0.27 1 t t t \0.38 Acres { � r ! I l ✓ l _ 1 \ • .. \ C=0.74 \ ' ~ `` Iry I 1i\; tit+\1 \ t 1 \ 1, \ \ \ \ \\ ' ,' ! ! / `. \\ / ,';' G / 1 1 1 1 } \ \ \ 1 \ \ \ I i \ \ \ ` „_ ' I / ! / ^'\. _ IU-12 1 1 / ' Lo /' % ! • / , � :. 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CODE OF DEVELOPMENT LANDSCAPE STANDARDS FOR RESIDENTIAL YARDS . I . . I � RESIDENTIAL YARDS . . . LANDSCAPING IN* RESIDENTIAL GUARDS SHOULD 13E CHOSEN FROM ALBEMARLE COUNTY RECOMMENDED SPECIES LIST. LANDSCAPING EFFORTS SHOULD CONCENTRATE PLANTING EFFORTS ADJACENT TO THE HOUSE, ESPECIALLY NEAR THE ENTRY. FOR MAXIMUM APPEAL, TH . E ACB SHALL ENCOURAGE'A SIMPLE PLANTING PLAN THAT UTILIZES A MIXTURE OF TEXTURES AND COLORS. A BETTER EFFECT WILL BE ACHIEVED USING INCREASED QUANTITIES OF A FEW SPECIES RATHER THAN A FEW PLANTS OF EACH OF MANY SPECIES. - . . INDIVIDUAL RESIDENTIAL DWELLING PLANTING PLANS SHALL SUFFICIENTLY SCREEN UTILITY AREAS, BREAK UP THE FOUNDATION OF THE BUILDING, BUFFER DRIVEWAY AND PARKING AREAS ADJACENT TO PROPERTY LINES, . AND PROVIDE COVER FOR AREAS DISTURBED DURING CONSTRUCTION. ADJACENT TO DECKS, FOUNDATION PLANTINGS SHALL SCREEN FOUNDATIONS OR VOIDS. . . . . SOD IS REQUIRED IN THE FRONT YARD OF ALL HOUSES AND BETWEEN THE CURB AND THE SIDEWALK IN - 13ETWEEN THE SIDEWALK IN THE FRONT FAQADE OF THE STRUCTURE. BEDS FOR TREES CAN BREAK THE SIDE . ALONG THE PROPERTY LINE. QUARTER LOTS ARE CONSIDERED TO HAVE TO FRONT YARDS. SIDE IS REQUIRED ALONG THE SIDE STREET FROM THE CURB TO SIDEWALK AND FROM THIS THE SIDEWALK TO THE BUILD TO LINE. . . . THE FOLLOWING TABLES ESTABLISH THE MINIMUM NUMBER AND SIZE OF TREES THAT WILL BE REQUIRED IN THE FRONT YARDS OF RESIDENTIAL DWELLING. THESE QUANTITIES ARE MINIMUMS FOR THE FRONT OF HOUSES; ADDITIONAL PLANTS BEYOND THESE NUMBERS ARE ENCOURAGED. IF A SIGNIFICANT NUMBER OF EXISTING TREES ARE RETAINED IN THE FRONT OF THE LOT THEN THIS REQUIREMENT MAY BE REDUCED OR WAIVED. NOTE: THESE MINIMUM PLANTING REQUIREMENTS INCLUDE ANY TREES PLANTED IN THE RIGHT-OF-WAY IMMEDIATELY IN FRONT OF OR ADJACENT TO THE LOT. MINIMUM PLANTING REQUIREMENTS FOR RESIDENTIAL LOTS � ..... .. , , .. I ...I.DTH.- LMW' ........ ........ �: * " " "' 1-00LIS T - t : mc A 11.11ESI 11 I- � EAGO ,' 0':� : �N .".*- f I : " " �'U.k k : : I—- 11-1 'S.HkU " BS .. . .... - .. 0 '0.1. _... ": _.. i I I . . : ; .1' : .... 3Q . .., . 1. . %1.._.59.! _ . . '1� �_ . . : ; �' i ; .1 . I , - . 20 ___... I...... 40,AV. - .. -_. � . 1: .... ... �..... i.�:_ - I - - .1 . ; ... ........ . I ... I ....... : ...... � .. is .. .... ..... I . j. � '# . .�.39-- I ................... $0 . ........ _...1 . . I ............. � ... I ... 1.� � � ... *** - : : ............... .... -10 " "I .... I ... ....... I.: " .......... ... : .10, ............. .. .... � .. .......... . . .... ..................... F ... * ........ ... . .. , . < __ .1 ......... * .. . ... ... ... * . ........ * ... � ... ... .V- WAKE - I . # ........ . ............... ...... I ................... � : . ,,, .......................... � ......... I ................... :5. b. I MINIMUM PLANT SIZES AT TIME OF INSTALLATION FOR RESIDENTIAL LOTS . , - , , T. EE ... R � : .. ... :$ .. IZE ... . . .. I. . r - - Oki ` " - I DIOUS. - ... .. . JZ4N.... - H-I.J�Okji .. ,�. _ I . .. I.. �VER q . EEN ... ;;;;�� * ......... ... � ... � ... 16f. H.E(GHT ......... � ..... � ....... __ .... . t - HRUBS .1 1 $ , ,;�� I I I -3 , .GP -0 ;.ON ' � ...i'.�L_ N - - ,. C TAINER: . NOTE: THESE MINIMUM PLANTING REQUIREMENTS INCLUDE ANY TREES PLANTED IN THE RIGHT-OF-WAY . I MEDIATELY IN FRONT OF OR ADJACENT TO THE LOT. IM . CODE OF DEVELOPMENT LANDSCAPE STANDARDS FOR THE ENTRY PARK ALONG ROUTE 20 . I . . . I . THE ENTRY PARK ALONG ROUTE 20 THE DEVELOPER SHALL RETAIN HAS MUCH OF THE EXISTING VEGETATION IMMEDIATELY ADJACENT TO ROUTE I 20 HAS POSSIBLE. NEW PLANTINGS SHALL BE ARRANGED IN MULTIPLE GROUPINGS AND ROWS OF TREES AND - SHRUBS FOR A NATURAL APPEARANCE. GIVEN THE CONSTRAINTS IN THE ENTRY PARK FOR STORMWATER MANAGEMENT AND THE TWENTY (20) FOOT RIGHT-OF-WAY DEDICATION TO ROUTE 20, THESE GROUPINGS AND ROWS OF TREES AND SHRUBS SHALL BE PLANTED AT DIFFERING DISTANCES FROM THE ENTRANCE CORRIDOR AND AT THE EDGES OF STORMWATER PONDS AND SHALL BE CONSISTENT WITH OPTION B, A PLAN SH * OWNTO THE COUNTY ARCHITECTURAL REVIEW BOARD ON MAY 17,2004. THE ADDITIONAL VEGETATION IN THE ENTRY . PARK DOES NOT HAVE TO TAKE THE FORM OF A CONTINUOUS SCREENING BUFFER. . . NOTE: THE EXISTING VEGETATION TO REAMIN, COMBINED WITH THE PROPOSED PLANTINGS IN THE ENTRY PARK IS IN CONFORMANCE WITH OPTION B, A PLAN SHOWN TO THE COUNTY'S ARB ON MAY 17,2004. 1 . . I I , See<fng cr.d Mlp Mafng Specft� � I I . . . � I . � . . .11 , tAUV-44 ---' . , I . . --t- . I � . I .- _w? .-(/ /[/!E�/ , /., & . ��/,_ T ' . "A�I/T/l/zIr ;r . . . I 11 W 'ift I ___ - ____ . I I ;1 L�o __ - t4a4y 1_-�� __ I "I 4� . 1 1 Mddft re,W poited seecrex .A�s,Westedasffheos #vscdietnn=km a"d1tpVectfivx1ec*V . . ftmcarp=h�na-.dsiemrw . I : ��`_� L . I D WHIP PLANTNO 9PEeI Nw TO "NUMBER, Of SHRUBS � TREE5 REQUIRED VAKY BASED ON LOT WIDTH AND UTILITY EASEMENT RE5TFICTION5 (5EE'PLANTING REQUIREMENTS FROM C.O.D, ON TH15 SHEET) TYPICAL 13UILDING fobTPNNT EVERGREEN TREE' Garage LOT LINE MULCHED PLANTING BED PLANTED WITH 5HR,U[35* DECIDUOUS TPEF* Driveway 1 5'Coperete. Pidewalk I I I I flantin� Strip I - W-6 (,02 f Gutter Public M r2_'� TYPIOAL LOT PLANTIA'd . ��N�OTTO R�Au�� . � 1 - % PLANTING NOTE: MIX CONSISTING OF NATIVE CONIFERS AND HARDWOODS PLANTED AT I SEEDLINGS/400 SF. . (20'X20" SPACING) THROUGHOUT DISTURBED SLOPES WITHIN CONSERVATION AREAS. SEE PLAN FOR MORE DETAILS. DECIDUOUS TREF" LANDSCAPESTANDARDS (PER CODE 20A.5.F) LANDSCAPING IS A FUNDAMENTAL COMPONENT OF THE OVERALL STRUCTURE OF THE PLAN AND THE ESTABLISHMENT OF A SENSE OF PLACE. THE CASCADIA CODE OF DEVELOPMENT ESTABLISHES SPECIFIC LANDSCAPING STANDARDS FOR THE FOLLOWING CRITICAL LANDSCAPED AREAS ON THE GENERAL . DEVELOPMENT PLAN: CONSERVATION AREAS IN HIGH VISIBILITY AREAS (ESPECIALLY ADJACENT TO THE ROADS OR LOT LINES), STEEP SLOPES THAT WILL BE DISTURBED WILL BE PLANTED WITHNATIVE TREES AT A RATIO OF ONE (1) TREE PER 400 SQUARE FEET OF DISTURBED CONSERVATION AREA OR OTHER STANDARD THAT MEETS THE GUIDELINES ESTABLISHED BY THE VIRGINIA DEPARTMENT OF FORESTRY. PLANTING IN THESE AREAS WILL INCLUDE A SEEDING OR HYDRO -SEEDING OF NATIVE SLOPE MIX THAT WILL NOT NEED TO BE MAINTAINED IN A MANICURED STATE. THESE AREAS WILL'BE PRIMARILY LEFT FOR SECESSION OWN GROWTH AND THEN ULTIMATE CONVERSION BACK TO FORESTED LAND, BUT MAY BE MAINTAINED TO ERADICATE INVASIVE SPECIES. . IN CONSERVATION AREAS DESIGNATED TO REMAIN UNDISTURBED ON THE FINAL SITE PLAN, THE OWNER SHALL PROTECT THESE TREES THROUGH A TREE PROTECTION PLAN, USING MEASURES CONSISTENT WITH CHAPTER . 3.38 "TREE PRESERVATION AND PROTECTION" OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (CURRENT EDITION). . . CONSERVATION AREA PLANTING CALCULATIONS TREE CANOPY CALCULATIONS TABLE LANDSCAPE PLAN LEGEND AND GENERAL NOTES � . THE LANDSCAPING ON SHEETS SP34 - SP41 HAVE BEEN DESIGNED AND REVIEWED BY STEVEN EDWARDS, CLA. FOR DOMINION DEVELOPMENT TO THE BEST OF MY ABILITY THESE PLANS ARE IN COMPLIANCE WITH ALBEMARLE COUNTY CODE AND THE APPROVED CASCADIA CODE OF DEVELOPMENT. FOR PLANT QUANTITIES, SEE SHEET SP35 FOR DETAILS. I � . 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. LANDSCAPE PLAN LEGEND: � HADE TREES; TYP. I a _(�)_ SHRUBS; TYP. a a . I (; ( 0 ORNAMENTAL TREES; TYP. EXISTING VEGETATION TO REMAIN (� G`_ 0 ... *. . EVERGREENS; TYP. . . "....., . .P_,-� CONSERVATION AREA Q*,:)�_ - -*.-..- " ft,� FOR ALL 2:1 SLOPES OUTSIDE CONSERVATION AREAS AND ARE NOT PLANTED THE FOLLOWING SEED. MIX FROM -873-3321) SHALL BE USED. THE SEED MIXTURE(S) SHOULD BE APPLIED IN A ERNST CONSERVATION SEEDS (800 R. ALL HYDROSEEDED AREAS SHALL BE DONE IN (2) STEPS, FIRST, PREPARE THE SOIL; SECOND, SPREAD THE SEED IN A NON -SUSPENDED MIX DIRECTLY TO THE SOIL. FINALLY, APPLY THE MULCH IN A HYDRO -FORM TO ENSURE BEST RESULTS. ON SLOPES RECEIVING FULL SUN USE ERNST MIX #1 81 (WITH RYEGRASS). ON ALL OTHER PARTIALLY SHADED SLOPES USE MIXTURE #140. CONTRACTOR TO FOLLOWING . ERNST SEEDING RATE RECOMMENDATIONS. I �=�!._� � ".n��-�,�..�.��.%".��,��,��,:--��,,�-�,.�-..,��-,�,�,:!��,��:�".��.,:�.�,�!,�!�� . .. � - .. ., . .. .. . - ....... 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I �."...'�,�l-."�..,-�Ir.�.I.I.-I..-..�.-..�.-�..-.,.I--- .. . q 7 . _. . SEE PLANS FOP, EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT L15T OR AS SHOWN. ADJU5T SPACING AS NECE55ARY OR, AS DIRECTED 13Y LANDSCAPE ARCHITECT. MULCH! 3" DEEP IMMEDIATELY AffERI PLANTING AND WATER . \ THOROUGHLY. . PLANTING PIT. PREPARED 501L FOR SHRUBS 501L 5UPTACE'ROI: TO BIND NEW 501L SET .5HRUI3 PLUMB. TOP Of ROOTDALL . SHALL NOT 13E MORE THAN I ` ABOVE FINISHED GRADE It, 6 \ 64 4 REMOVE 13URLAP FROM TOP 1/3 1�- � . � Of ROOT13ALL ) � . . 4� 3" TALL WATERING BERM - . P, >1 11 M 1-1 F.-fIN15HED GRADE un - LU 1-51 I ....... . � ,� - - . . -111 ------ I I, I ---I I I ----I I . I I:---- . . . . . I . I . I . I . - : . - 4X44&��4 �11_1'0_0'�_ .-..-- --)/- = '** 0-0, _1 I j.-LTM �_11W.___._ I. ------ - 11 I I i.� I I I - . ....... I I 1___ 11 ... ,--d I 1�ii ... !E] .... . - 11, 7- - F - ..I I !-- .7--- *1, � ., ,. I _. I r� I - - I_ , I � '11-1,171 NOTE fOR. 5HKUB BEDS: SEE PLANS fOR, EXACT LAYOUT. SEE SPECIFICATIONS FOR, EXACT 13ED PREPARATION, PLANTING SOIL, AND PLANTING 501L AMENDMENTS. . CG-913' (Typ.) , . r3_'� W � UB PLAXTINd DETAIL �� NoTv �OdAu �� I 1 GROUND COVER ANDICIP, PERRENIAL PLANTING BED. SEE SPECIFICATIONS FOR 13ED PREPARATION, PLANTING SOIL, * 501L AMENDMENTS. SLOPE PLANTING BED fOR. P051TIVE DRAINAGE OROUNDMER PLAXTINd DETAI NoT To OdALE . SPACE PLANTS AS SPECIFIED IN LAYOUT VAKE5, SEE PLAN PLANT L15T OF, AS SHOWN. I . ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR. AREA. . MULCH 2" DEEP AFTER PLANTING I AND WATER, THOROUGHLY I..I....F. ...................." . . . . . .. .. .. . . . � ........................... .........,......... .11 . . . . . . . ........ FINISH GRADE . ...... .... . . - ... .. . . . . . . ........................, ..... .. .... .. I—— - ----- .. ... .. _`1,1*1 "I *.1 ***.1.1 I ... ... - ......'.......'.... .... I ... .. . 1.1.0 .,.*.*.*.,.*.*.*.,.,.*.,.*.,.,.*.,.,.,.,.,.* 5LIDGRADE I (1) 14.4 C.) t'-- - E E TREE CANOPY CALCULATIONS � . . . 0 , Q) 0 In 0 0 . . I W tt h. u 0 I A. REQUIRED:' Acres 4c� � - V.: x = 9 0 X� Site Acreage: 36.492 (NOT INCLUDING FUTURE DEVELOPMENT) �: 4;::� M � If) (0 E 1� Farmland Credit: 0.000 a .4 0) = -W Recreational Credit: 0.000 I w (D 0- � eq @) (0) Open Space Credit: 0.000 � 0 f" 19t r. Public Land Credit: 0.000 3ro 6 - Co. CY) School Recreational Areas Credit: 0.000 . I co - W .to N� (4 Open Space, Amenity Credit: 0.000 Z a 7E CO T� 4) Preservation Credit: 0.000 W C: M 1w (h * "o Agent Approved Credit: 0.000 . > -..I -0 1. (A 00 Basis for Canopy: 36.492 LU M L. Equation: �_ ?; M Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy C* -0 �: 4) "a Al. Basis for Canopy 36.492 . �: q Min. Tree Canopy Requirement: . 20% . I 1 0 (see Section 32.7.9.9.b) ' -WW- 1 Total: 7.300 AC (317,988 SF) I 4) Equation. . i � . I Basis for Canopy X Minimum Tree Canopy Requirement for project = Total H 0 N B. PROVIDED: Acres .. � . Preserved Area: 8.724 (W,000 SF) 4- Bonus Factor 1.25 � 17 . Total: . 10.904 AC (475,000 SF) S en W. Edwards I r-A , CerL No. 0931 &-q I Equation: 17 . Q I . .. . -I,q.lq �,, Preserved Area X Bonus Factor = Total . 41, I J) , C 4 C. BALANCE: Acres -ft ,kv,. Tree Canopy Required (Al): 7.300 Tree Canopy Preserved (13): 10.904 Additional Canopy Required: -3.604 S Note: -.1 . If Additional Canopy Required is negative then NO additional tree canopy is required. - If Additional Canopy Required is positive then additional tree canopy is required. . I Equation: I I I Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (if Needed) Note: Calculations determined in the Tree Canopy Calculations Table (see this Sheet for details) rj) 1 . Tree Canopy Preserved + Tree Canopy Added / Overall Site = Total Tree Canopy On -Site �� C) �;� z 0 - E- 475,000 (10.904 AC) + 153,207 = 628,207 SF i cn >� W a� I f:� U ca r,A 628,207 / 1,589,591.52 = 39.52% 04 1 . r::1 � Open Space and Preserved Area are one in the same for this project.' - OPTION: WWf (04 OR, 3X4) CAN BE ADDED NOTE: FENCING TO 13E CENTERED ON COLUMN. BETWEEN P05T AND FENCE BOARDS If ANIMALS FENCING TO BE EITHER. 5TAINED OR, FAINTED FLAT 13LACK PER LANDSCAPE ARCHITECT. ARE BEING CONTAINED PEP, OWNEK5 REQUEST. . . 80 O.C.; TYP. . . k . P ___,�d I 4 X G X G POST; I " WASH ON TOP. SET P05T A MIN. - - -_ i i��_=_ Of 3'IN GROUND. SECURE P05T WITH QUICK DRYING . . -P CEMENT (OR, EQUAQ. G" HALF ,OUND OR 4 X 4 P05T I CAN BE 5UB51TUTED FOR. THE 4XG F05T SHOWN AT PLAN I . OWNEK5 REQUEST. ,!, I FENCE COLOR.: 13LACK -4. ===i- I X G X I G ROUGH SAWN TREATED FENCE BOARD; SECURE TO P05T WITH (2) Gd GALV. TW15T SCREWS, TYP.; 7" SPACING BETWEEN RAIL5. OVERLAP JOINTS. I X G ROUGH SAWN TREATED "COVEK'FENCE BOARD; ATTACHED TO P05T W1 (2) 3d GALV, TW15T NAILS PER RAIL; SET FLUSH WITH TOP Of POST. SECURE P05T A MIN. Of 3' IN GROUND, SECURE P05T WITH QUICK DRYING CEMENT (OR, EQUAL) . SECTION __� -BOARD WOODEX FENdE r6 3 - �� ',�,�NoT �To #d�Aiz MULCH BED AROUND TREE TO 13E - "5QUARE"AND EXTEND TO BACK Of CURB AND EDGE Of SIDEWALK. WHERE METER5 ARE LOCATED . CLO5E- EXTEND MULCHING EQUALLY ON BOTH 51DE5 Of TREE � TO MATCH I - . SET TRUNK PLUMB. SEE PLANS > . " 4 FOR. EXACT LAYOUT AND SPACING. - 11 A J, A TRE If TIES, SEE SPECS. I- 1/2" 5Q. OAK STAKES SET DEGREES APART FINISHED GRADE APPLY 3" Of MULCH AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WATERING BERM EX15TING GRADE - PLANTING PIT. SEE 5PEC5 fOR, EXACT REQUIRE MENT5, PLANTING 5O'IL, AND PLANTING 501L AMENDMENTS. REMOVE BURLAP * 5TPJNG FROM TOP 1/3 Of ROOT BALL UNDISTURBED 501L -^"'\ TREE PLANTIX r5 d DETAIL 1��NOT �To OA�U�� 1 TWO TIMES BALL DIA. � (MIN) I GPLANTING STRIP ....... I ` WATER METER, PLAN: PLANTING 5TRJP; TYP. N,T.5. 1 �_ �_ C,2 _�941 = �, 1-i � �2 Cf) 5: M --- 0 !:� C) LLI = 0 I F4 .�2x . . co . . . >_ M z 3; ;� �� U) _� 1_: M C3 LU z - 0 - - 0) UJI In 7 � " Tr 1--i 1-1 -I- "It _1*1 C> C\2 Pi__ .144 E_ � �: C> (D 0 lci co . co _<� ci :�� Cn �� R.- 0 (n I (z) t cf) C) - E- �; �:_ �,q U cn P4 E- z E- z E- z w a4 �� w 0 U 0 U 0 U �_- 1 �, �1_ n 0 U z �D <D U z ;D 0 C-) . . LU F. -, 2 < � . :z , UJ - - C 5:17 C\ii '61 _J I co U_ L_ �24 (D -1 11 4-_i >_ I__ , �� _<� - >---I "_ EE---i C/) �_� 1 1._� �� I �� ,,_j_i �:D __4 E .... i �4 C) U �� ----i E - �?� - C/ ) F4 �4 rz) ��,_ �4 1,_4 U Q4 _-:11 � ", C) :� , _� �� C/-) I:4 Q___, C) M F4 QQ Ei CD 1.� 1._4 I ,-� -<',, �4 I �;,_ ��_ &-�, I �4 -:�� C-) i I Q-., rz:� r:::� f14 E---i �4 F-4 _<� cf) C-) 1 f:Li -:11 U E---i i Cn r::� C/-) r:� C/-) ____� -<� C-) �4_ :;�,_ t:1-11 . 1._4 �?,' 6j � � _J , �� _ P �� f:4 �- w i Fl� w z: U) - - DOM. PROJECT NO:12.006d NDEX TITLE: SP34 SHEET NO: 37 OF 48 DATE: 04/20/13 PLANT LIST _ --- C`- 4tQCy _Sew�._`E nt 9q 36062 PG: IN 3- v / i } x a f� \ � 1 � y"�', � 1, rr„ , 1�-� % �• / ( / 3- U LOT 1 1rr)en / f 0 0 LOT j�". �? t i f L q E r � w 0 CO) LOTS 00 t3) r /� U — t0 ■— / z -8 4? 0 Q� / M-+ � w L W r J/ •'-' r � to --- { 1..1R if M I f / V X F7Gtts� .ciilG) d, t t � 3 7 ,'-'w..._ a 1 w 7� ' i.81 vn# ( att teunk. 3. trunks?, QnS.0,-unitormbranrhi��g � � .. / f / , ,.� / / svu.eloa M4a noG 17 .<7 t -., _ , 1 `\ m nulia. vrr rnitaa _ _ . _ Y w...,:.., /a i l ..;,.> . . is . i 2 6. 1 R, R�cnsrk Ft i1 to graved; dertsq branGt)1nc , tratgh# pYrarddaf farm w : �, ! / \ \ �� / P ea abslrw aY.p�ce 1 _. _,., , �'v OF t _ I f w ; i Ste :' h .tr n be chin sae (ns :at taalanued hart I <' �, \ r / I/ - - do n 1 1 a d .den Bane TCee. a1 €,. �& asg # u k an,_... r . .., _..... \`3' t \, , P4 Ptata .us x.auerrttc?ia .f�atxf u. , F •... ,.... , .-• ,. .,.„... ........ .. ....... ... _._..., .,.,..._.. ...,, _ / � f \ 3<5p4 [ tratght: u.,nk, .hranehing I� gins at 3 t alan�ed head ,' v ! /r'� • /f l r t f tea#anus.x: aeareal1QdgQod r.L9ndQn Dane Tree , gg O \ ...: _... _.. 1 r. hch be 1 s t balanced head` >a rxai Ara r! Wlhlif MON MS `b / O g ! r f _ 1 ea #:[� 23.;r3: Bstrah# trunk, bpi tng g n a 3, .,...,., �/ - CAN. , Queraus c.nc irlaa r ... _ ....1 ..... ,- , , ... , .... ,M:. Q 6, :( 1 r -.. h #ra ht rartKdal form: /. \ \ e 26 6 EtIcank t?uil .1e ground, densQ brans . t<t, s ...3 , py.. t ! 3- CC m n t TQ l.fh a.aceilen#aUs I araarald. Eerafd .rn Arbarv.. 1 �b ase e 1 , a4 .,.. .. _ _... , _ I r' N , F1 p Stra• i�t`trunk' branchin be iris at:3, balanced head € 1 - R r i i Aitee Chjn se enj 4 2,'r3..., t _.$� +g ......, .. .. .... ... .. ..........._ Uitxx�s. arvtfs�lta AUae .. ... i t \ , P.. . t N-.....-..-..,...,,........., ..-......,_... ,....... ,, .. M. r , \ `'~• __ ... n �' \' Ceti. No. 0931 r. t. 1 ran ftiin ~ 4 $ 24 3 ; t nse.Egrm heatttiy c9ipr° ur�liprrrtb a .- . Il h n . rl f Vt : rn m 1 _ _ 9+ 8 C� C: \ VR r..Ef rn mx.rh :tido h ficztdeS. Atle han . Ag .ay.#a..tha, Via. bu .:u. I r ..... , 1 _ I3&lec;nk Full.#c� rn(nd dense beanchin .str ht,.Y...a . da .... ; . I 1 , ! r s " . 1. ^z;' hm . a nes t meria �37... ... g ... 9r 9 k { i J ftar . ors r : a oriica Ysash(nsa fists . a 4 . a ,. , KID ..,v... _ € V side Gras S�r�� u. r f / C 1 , d � r Irlk v ' 2 2.��:...: � ... �&� .. 5fra�ht:f�:unk, br�nchtng;�egins �# �, 4afanG�d head ..... .... ....... .,,....._. ,. •� / / :> , � f � „ �; 3 e0aee��j. Fx.Q. g I._.. _,.: :..._ .. _..,, / r D, ,_.__.._,.__. _(.r:_..-. ".:..:_ .. i.%f S erras a e . Wa/,,end Ace,e�s �oa�.s.__,....,_,...,....,__,.,,.___.,_._.__,_.,...,._w.___.,.._,..,...-...,_.. �'?�id Ik/(Ty .) t J I P 1 / 1 ,. � C� ZC�' / ! t /W afet Ra` I P �1 r � ,4� �_ `'\ i � � t t �, - � • f /� � / ,f �I � � �? � / � � � 1 / ice' 2a 1 f; axf Height=2'3 > f t / f l I % F.� �,-f/' `�61 k 4_ �jP l Il f �4 ' I �` /PP � , -., { { oW 1 1 ( / // j / v / / Structurfl G Q \ UTURE DEVELOPMENT\ ` , , ' ; ;/ / / f \ \� 3� / / ` / \ Public [drainage..._ �� , 5 � � �j� �j � f /� C CADIA BLOCKS 1& 2 6, / r 1 LOgAINTENANJCE?ZN�serpent I JI "TOWN DISTRICT" I // \n f f I( l 1 f / OV y0 �E POt�ALL P OPOSED \24.476 ACRES i , �` %:< / / 1 t r iZ(R E �AL 0 2.1' ! x / r 1 / SLPESr GRE/TERTiAN Q f SEE H ET SP3 FOR DETA L/S t s `� `\ I ', `\ � � / fly ` � i \ ,,-.'' % / l -'"" `h-' ` '> • �, •�k � / f t' � 1 ; 1 / r ,/ / f // / / f T#P •I \ // t I / \ O - 5 F '�`�/ // } ! l I Font na and flrut l J f p _ CP _ / /! it i_. iri `ait:i t " ;, %M �% / {_ E _ j j� } i t ? r f ! / % i f �' m esp \� 0 Y e. _� f r f f +Yj '' ''� O ,r k;" ! r 7 % I t i f / W W z _ ` " __--t .,-J-^'�:-.: .-•....,-.._^•..,,,(.,,„ ,,,"" - ••,....-•. ,{ i ,' '' �.3 .' •�c'' :: - '".• \ ,C1 ,r � r/ / ._ � � ( � % 1 � � � jI , j I � j � r Jjj ( j// { ❑ way"„ ---I _..,.w _........ ^,"" '......'� • x. r,,,,.,'•"' 1 (p)�:"/ �,( 1'__'_.,,'' „r _- •'" •"^,;`%,, '• " "'OV. /// J/•' _ 1 f ' f ) ti t i + j ! J % 1 /j -...». _....,... `" •._._ ,_,_ �"„'^y,..`\`^\ �..[, 1 ', ` pp +c ( ``,,, f' --..*--:^---"'__`' a-xyf"',f" • ''rr,,`".•�/lam ,r' .s^` �j - ,. .. ) "- / / /f t � � ,1 ' i` I I 4 , ' 7 / J / j p �. O�ro L cation n 80Si ht Fu ura lass A l ' , . ,^ „`: % = =Y _.__ _ _ _'' . _ _; _ �' r'l 1/ / I f 1 f \ 1 Trait. o Be Adluste Wit / ` `', =- � _.._. _.�r 5 i� / 1 �� `- l /� , f fIf - j / // ' ��' i j // f Jj r a Taw Distric Phas� !,f /` ,�%' �•-�` •'•-_.....,,� "�•• � ! / i �'tea LL '�.. ` 8- Iy 0 l / J I c� €ir ;,,•i, f� ��L,; •. ii ::+"-_._.... -- .. -- - - - I fir'' •� � , ,, .s-'' .. �a . ,-�--_:.�..� __-..._ _1,� �.. frf /f ... +r..s Plan ` i .r.n. Cc, r}�• �, / 6 �__ r. r_ _ ........_.�_"! l rf ti ' C�2 j/y_ e j / ..,€,r r ii: , r/y.,._.. �.1�:,.,_ t � $ ..--"' M-_!� _ .�I, 1' ,�,.''f % 1"p , j C) `� ; `, }- 1 ; _- / ,f, „ ! ` ,''' �,- � / __-�-____��: _ .°d 1: J y —•°— , ' '� �'` f � � , � i f iE1•r ;rt ; 3„ ��t` J / 3 / o a { / \_20' Sar,tom yCa% r Side Ik T Sewer Easemer�i f -_ J .... ." ,. !i , ' f / MAINTENANCE C�ROUN 1 (yp') f'f { ! �- LQtyV MAI ,� V' a COVER TO E PLAC D ON ALL P OPO� ct il_in�it ,O Jam, a" " _ _ .x /....,. �'!= R f ' - tt -�• 1 i r i t- - %' LOPES GREATER HANfOR UAL TO 2:1 f j t 1 % ! 4 J LL LOW M�11NE ONCE GROU f , / �. -j /�' z q� ';f = i aJ; '� ,/ f/' /� - i ' !; _ ... �;'�;'� �'� / i� SEE SHEET SP3 FOR DkTAI S / f` �, i t COVER TO BE PLA ED 0 ALL PROPOSED ;, % - l 1) ,/� !� Q SLOPES GREATER TH R EQUAL TO 2:1 ( ( I ` / •'` / • �� (/� Q�/ {tI, .`/J , t ,., / ,,,...••''-j_f..-•"-_'_- n' ....• ./ r•/ f,/' '!'', / /^'_'... �� j 1 `I t 1t i ` '\ O GL. SEEtiEET SP34 FOR MAILS o• 1 / {i V / /' I f, �� . •,/ / � I 'i � / � f; � /, � _...•"-'" ' i-- --�—^J/.-.,.•-,"' \ ".... � � � i /� /,•t ''/ ✓ � � �^...-•• � i ; i 1 � i � � \ \ � � l \ � `. w w Eft. /PCP Culvert A 0 1.85% / l i 1 " r .... :- ` l i' ,' �' % '� % ✓' I 1 1 '� i t ` ` T p E- E- z „ /t / . �;'• ,% `fir io Bet ended 29,_ i \ \ \ \ r ^V;l ;f :,� Inv: -fn= � q7_ -- -�-�._ ___-- _ _.---•' �E \ � � f f �' , " /,/' i I i ! t� � ; �! f l� ` i C) (D f %% _ - _, j \v 1 i ' f 0 t t ( i t t t 1 zi Li rJ f /'<j 1r eyy-lh- - Out 3Z -93 � i 1 \ � � \ �� f / ,/ >' � 1 t € l i � � � � f - _ _ _. �5��1 `' i • f 1 - — - l \ \� \� \ EXISTING TREES CONSIST OF A PR . 50/50\MIX r / j t r t i 1 ' L � � � EXISTI LL C itical lope (Typ,) `\ ` \ OF DECIDUO S AND VERG�EEN EES J / j j 1 1 t 1, \ t t v a (2% and Greoter) i t i iLL \ (, .�'__ j f j f �1 i 1 1 t��\. `t � � � � � / r v • .✓ LL Public jVyrQ)n a?� --'>' a•` .,,r^ \ '•, 1\ E / jl `^ ///Easement It 1v if I 25-1 Yr... E: 84.— / I E /' �` \ t 1 1 t 1 i e off E --- ° ;;� 1 ' ; / °%-- of -� -off '� v ; t /' ► OHE it / 0 \ t t t F �� \ 10' RyVSA Es�IT. >/ rrr` E\ �, H ____.__�� off E OH pB 859 PG 53 ;'j -' i �� KE - ---- t + E i HE �--�- -- i f i t C7 �t DB 742 PG 195, 197 PLAT 1` HF ;/ ! r/ / -' off E off \� `, I t H E 0 H E �, 100' \NRGINIA ELECTIRC & - ' (' E t t ' t 1 i _ __�_ o E -- KEY PLAN �' W ' OH E ---- --__ ! ; ( : j f 4 Ry�SA P�Wb COMPANY EASEMENT � � / � T HE ! � �o �i � � t t � ;� 1 � t � Watermain /DB 269 PG 284'-' i t " E ---1- -� �. t i I �, <t SEE ALSO PBF 867 PG 337 ~ ./ % } jr , 1 t t ii r ---- YV,q E --- �' off E j Exist. Entrance y - 2Y. r;s �✓ / ?' \ / To Remain ;nY _..5 i.0 s TMP 78L'-�H R t f i , Fontana Lard Trust f I � f` i11''�.in, IN / e. Skin Sia - f C -11 Entrance 0 � W U_ � W H V 1 % ~ W_ r� DOM. PROJECT NO:12.0 INDEX TITLE: SPc05 % ) f +sfonc f -- -- _ � - �" "', r' 1 ' SHEET NO: 38 OF 48 FO�V TANA DRIVE � ,,,..� �r � � •......_ I � `_ r 30 0 30 0 ; 90'^`1 1 RETAI ING' WALL G'REE�V d PLAX VAA. WID Ty R/W � ( /, � � t P3 O&E1 so' : 1 W7 » • DATE: 04/20/13 SCALE: 1 30 l i REFER TO DETAIL I/SP37 . ®a LOt 0 0 EX 71NG TREES CONS CJF a S SG�ALE: 1 30' '" / 1 // / / - ->.�' / `, _ ~ `` , :- �` �o,�' A ROX 0/50�411X t' . 1 \ \ /j r C bior� Ba et / \ r ^` r' ..._"- = _ . _� .. ;y ~\\` `\: r �\ U - / - _ ~` �'�.~\ QF DEGII�U AND VE GR ' .Vw+ M� v // %err` / -r r ' -- "``ry .� i \ y W F W and Rip -Rap Fora / r - : �_ - ~ ~ �` r'\ ;� \\ \00 _ now ! ! r / / J r 4 T y ~ ` . • ~. I \ \ \ r r /�/,\ / / i / / / \ 5 Pub.11ic Drainage lags N \ \ ` \ Z Z *5 - CO iU / _ j , ,r / / , /� ... ""•r `~ � ciSerrlC-' i `•.. •, ., , �`. �\\ \`• \' \\\�j\' \ \� � \\ � eciCIS tria` \ \ \ \ / ✓ r _...__. xv \ \ W (� � �/ � _ - mow\ ..., �\\ \ \\ \ \ ` \ � -,: ___ �~ - ._ .. � \.... _. F r _..... _ LOT 82 - \ r X OF =`~ --EXIST CONSIST -7fiPRR.QX,50/50'M1X - `�� .., ' r- / � \% __^_ �� , OFDECIQUOt1S AND EEE ,.REEK ,.- , �' t a as e' Rt.Wll .-" __ •' /.. ' _. _.. _ ' \�Vtth #het R 'I q� _ ��`�.. _ � � -, _ __ `- ,, \ / / ...� f,. ,.�-_---' •r ~-1,.OT 81 '�\ \\ \ ox i _8 / / f A 1. _ t �0 Pro (twrr kr{ �. ,\r. �w A NTENANGE' __._.� �. J '•s, \ � GR .UND % � _ _ ; rCOVEFt-T6 BE.PL�CE9.0 \, ,� ,,- _�.� t= o \. St r. ! J / / � � / / f,.-•.J � -__• __._ -_--.,-=.._ `'v.•-`.,; _^•-.,:::a j ,- 1 ` / r __ v�('i-.-„ � y r• \_ W J \. _ 4 r / , / / / / / ` ' yy ..i-%`;''- ti _`. �"`b�_.,1✓r1,s: r�L.it-+..'�^ .,,~"•-.. � .rr �� / � - .-_..._.. \ ,)r ;I lr,, ��.,ia' r.a�L�i C: (��_ \ tl i i U \,,,�. "PROrPOSED � - . __.- \ \ SLOPES G ER THAN ./ / , ./� , c •- _ k `\ �, .601_ �a., '4, ; \- \ t t /! ! , / / r ",,.f,.°'.•..,� . ��.., .'"`..,~ .;��```� ��^ .. ,,/ , OR EQUA1 r/' ,'' `� ;,y // I �•,, \\..\ \ \ \ t t \ % - �' - / t l / / � f , � � ,:tir _ _• .---'f itt. \ ,\,~"'.,... '``"~ ,r' , . 1 �' y_a 4rfl ni 7�, / ! ,i . / �rr ''• .. --'_ .F.� S .•,,,`.,~~'\`. r >' •M-.,~~��^~ ` `"'\.\ ,./ , \ ,i / -\_ \ , i . n Y dw�•ds f SebHESP34 �R J/J/// r' i= ,riner.i �DETAI S Ceit. No. 0931 �- f f / �/ : • _ - f r ! / 0 E 56� M I I �% \ ..� it \ \ � \ ti ' TIN 6 er o 'fie � / -.- -'�-_ .__ �`. .-" . ..,,,~_• ..;;•;. `;~�,` PR X /50 � ,'`\ �� _ _.'�" � ___---- k �\ \ \ ��\ \ \ � ; \ \ s r // \ DECIDUOUS AND EVERGREEN � : ; � L T 84 � / � � \ \ � �1 G � /' ,.� \ \ \ \ R THE p E A (! r ! � �\ ,� �� /' / \. � � ,,- - r , ; __�.:^,_.__ ._•_.,...-._,.__� \.,, ..•..�..,.'.~•-_,S.tr �I�..' e6(�ri� � / // `', , p� j :,��_.. _.__ _.\ :: `\ I • I I \ \ \4' and/ / •� � _� `" '-..__-___ ~�'�.,•,... ��-..�\''.� Ri -Rap Fo�ay '/ LOT 82-_,-._��\ ; \ ,� \ i / i t \ ` !/ ~`~ \' \ } \ \ w \ \ J/X. - Y / ~ 1LLI 1 RETAINING' FALL GREENING' PLAN ---'- r' , / ,i '' ,' %.rLOT 85 \LOT 79 \ ` \ \\ `t f �'\ 0 1� \ \Lo_ to iLLI ,,, / t3r:�a(iu5 i3api:ist ;;tiurcr; \EXISTING TREES ` ONSIST OF \ ' i / - (� ,, t , / / `'. \ \ , i / ! ai C(:('t1 r1 ,E _.xx1"f i-•,3tL €i'e7._ .,1 / / - \ 4 \ \ \ \ APP OX. 50/50 MIX \ i _ r f ; ��'} ; ,i. OF RECIDUO S AND E' ERGREEN ; _ -'ter f r / / / l i �.. w ' 3; _ Critical Slope _ :.t. t � 1 , '\ \ t \, \ \ � � � ,,,,r'-' ' /''' t, , � �-"' ••;` t `\ \ � 2-5%>arlsi._.Srgbter \ \ ! \ o -'/-Li LLj LOT 86 '(1! 1. z cn LOT 87 - , '-' a 9 t i ' �r \ \ \\ \ _ ` \ P H Z` O C\2 \fi ` \ \ t \ \ \ � \ \ \ \ , � i ., t •_.._ _ ' , ,,, ; ,/' , f f _ _ .r r r r' -;,.. �, 7 `• j _...__ J� LOT 781.77 '�,__ \ \` '1 \ \\ \\ \ \ \ •1 r' n \• \ \ \ 1Z5'o11 Dike\ i ! ! j r % r ' . / ;...� .rt-� r ,, ' t "LOT 89 \ L MAI TENANCE ` / r- ='' \ \�> -r- ~\ \ \ \ COVERT BE PLACED ON� \ \ \ /`\\ P P O / / - - % _ -- cn Rt Ra Ditch \ r f rr, • k'.;; $ ' ... ` �\ \•ALL PROP ED - - \ \ / - _ 7 SLOPE REATER T N 7 ' �\ / ' ` � �.)�, Mary Set „ �,,rr .., , '' �.-�:.. .. fr, \ ;. `~�' - ._ '-`. \'\L0 \ \ \�` v] C/] C!) \` \ OR\EQ,UALT02:1 \ \ \ \ \ \ \ \� / ! J F ni�r` '>- '5ti J ``� \ \ z z z \ S E SHEET SP34 FO \ \\ \ \ ` i / ':: `c\ti 0 cP 1 '• ' `\ \\ \ ^�� DETAILS \ \ / \ \ 1 / \ t \ I ( ! LOT 90 / �'' >% / ,/ �j `l-Q'0 — g„ S� _ _ __.. ` \\ 0 0 0 \ \ , i { � %/ ; 'a ..ice, - / .• 4 ___ _._... __ _ ,�;_(...:_-,-_____ -- .. "8 fo• ,� / \\ ,1\ E�-r \ I _LLJ - LOT 75 J Q a LOT 91 W , i/ � f / \ t \ t �, l �' \ ! / a / ,,1`1/.`i',%`-•" - r'✓lr ,,i-'- � r' „y'-- '\\\ \\< \ ` •�\\\ � `~ ti., ^_ -� 1 Di stone e LOT 74 �i ✓`- Dist. Luse.; LOT ,l \ \ / t OVAL SF cz LOT_73 � i{ \ \; \ \ cv k \ k \ - - 1 Q r r i M,� ! \. \ \ Qi �- p 1 t f i .f`No12- \ .�%,°'' ✓ ,`�,\ `•0..� ,+ Fri �y-� / I - -' .// \ / i i r t r i 1 J a !y', 6- O ` 0 LpA \ �o ! O\ I \ i / ` i lj i ' ! � � t � I J , `"" ' t .)rir, :�;!t- � \ \ \ \ \ \ i,-"•; ,/'" �Q� \ t1 , � t- .,.•..- 6 PO OT 94 � / �i3�i jt, i 1 1 T \ w, ..•.,.,•.. j ' \ ` � i t ` t t t I : 'rr!<,t _....__ _ �' + _ `� --- - - �6. t Cn ..., i j \ ,r / \ I \ '^•,^•-_. ` \ i, \ ./ \ a �p� 2� \ ; �J �,: j: i j� ° ©T T /-i j-1 FUTURE EVELO ENT `� i, t' \ \ ! t l 1 t ; ' t \ \ Y \ \ t /\ !/ \� j. 00 CAS CA A BLOC S 1 & 2 f l { t , t 1 i \ \ ' �� i , \ \ \ \ , , \ 26 i . 13F ' I; \ \ ...\ \ , w ,T N DIST I.CT" 25 N ' 1.. 1 -\� �{.- - _ •- `o' \ / \ a° _C _ _n a mil F-1 F_ -' , 4.476 5- CC/t- _-__•. 95 \ i\y ° f \ t \ 1 ! : ' 2 \ // ; / r' - . 1. ,. 4 w t \ , -- _- , 1.4r4; QN too ; _ -� 1 + t r � 3 ' � w LOT 20 L T 21 \ r/ " LD `\ \ J rr, yr i �// / f +' r i •r _ g„ (/) - \ � T1 -- , / t \ \ \ \\ 0 ! °q ; l \ I l ! \` �,= i"� \`J\Y, ..i.r- ; r 4 �'" ' DOM. PROJECT NO:1 : "• ,4 - 44 tYl :-,.. f .-� -- \ \ + - r �.. I\ LOT 33\ ' ! ' J - == _ INDEX TITLE: 41 l / \ \ I _ - \ i 1 LOT 9 _-A t s~ SP37 /r J ,,•r' .....• ..«..- " ,ti` { i ` \ � i ` I •�-t._...._._. 1 _ ` .-C I j !! , ,! ' 1 t. 1!' / \. ,,•^ `•, .r \ \ \ i , I i ta. ,C,,, t yXY` I 1 \ �.-j�./\ J , I � •t � i 76` r I` j /� / \/ \./ r I; \ / ! i! 1 C J / -''' / ` .i SHEET NO: 40 OF 48 i\ / I / F 1 /.. i � �' •-...� XISTING ; E S CONSIST OF FI / `CLOT 34 / -''"f - ., %�'• r - _ ,_•., 1 4 i \ I I % APARO i 50/�0 M( l \ I / �,/ / ,/ t r 4.�"(-t S , t, , c t ,,. """'ram ail 3- XC /� I `>t OF OECI irOUS AN' EVERGREEN ' I / t % / 4- ,AN r- _ y i t i �, '} Y� •r M , \ r \ / / JR g / ;; i / f It I 3_ r t \ !� _ -" DATE: 04 20 t3 t' � Ii � !" S r f \ , LOT 87 LOT 88 Lu igrt i,l Y,7 ;'._•e \•� `�''�'�.\ CriticaOP f I .ir;1i1: `~ ` f $„ Go s' CID / 280' Si"" t Distance ; Dist. Ease. _...—....... 9 �cej t OVAL PARK SOD 1 ,667 SF \ _ (l:cf -,.`� OVA4- pR \ \ \ \ oP Y'\ _ 3 CO E , t \ 1• \ \ \ \ \ \ \'\S\ EXISTING TR�ES CONSIST OF PPROX\,50/50 MIX OF�ECIDUO S AND EVERG EEN TREESIx 00 \ 6 P rforated \ \\ \\ \ \ \\ \ \ \ \ \ \\ \ \ \\ ; 'E !, ' f KEY PLAN Z 4i o0 CI'@all0ut\ \ �~'\ \ \ ` ,` \\ \ `\ \ \ ! i t i ( j /1 / •i•+ 'a I \OR, QUAL Tp 2. EHE SP \R ~ \ \ \ \n wards 0 \ T 75 _ \ \ \ L, �. \ `� \.f , \ -\\ \ \ \ \ \ \ \ \ \ \ .. \ \ \ rfi Geri No. 0931 7-gq-14 Pan ops-Luke dge \LLC.' \ \ p Ag \ \\., \ \\\ \ \ t \ \ \ \ \ �\ D.P 805 PC 70\ \ \ ` ~. - \ \ \ \ \ TAP\ 7�'-57 =_ ��, '� ~ \ ; ` \ PA OPS - A�,ERID D1,C. w LOT 74 \ � E~ \ / \ \ , \ \ \ \ s LOT 73 z O H \ \ �iEi .... 7\ \ \ \\ \ } \ \ \\ \ \ , r i F14 w \ \ 5 Hlgk I LOT 72 `\ \ t \ i -Rap Check \ \ t I + Dam Typ.) nor----'t--•a. \ \ � ', \ 1 \ 1 \ Is CQNSERVATIO AREkPLANTING CALC"bLATI NS \ �\ \- 1 L6T 71 \ 2 \\�� `\ \ ��•"'� ��---��'"� � CONS RVA ION REA �tST RBE : 109; 00 S ,�\` \ \pLA TQSR REQUIRED: ' TREE PER400�SQ. F ET P34 \ \ N \1 15 i \ \' 109 OQO x /40Q,= 2 TREES R QUI�tED it 1 LUI69 \ \ \ \ \ \ \ - o \ \ \ \ \ CQ ;\ �' 10�' i.U_e- ✓" k `\ ! ;� ! M \ , LOT68 \ \ \ \ \ \ \ W LOT33 1 \ / i / 1 _ \ / •, �� ` \ \ ` \ \ i \ i1 } \ \\ \, H E-' Cn V F ( 1 \ \ O O O 0 l r .r ' `. t k \ '� / \ i J r t �� \ ".'.\ `•\ . \ ; � \ \ ` \ \ � \ \\•'' ' � �i \ I Cam-' E-r E-+ \ �' �`", LOT 34 all \ / / ` / % } / / If \ /LA {7 PO r%I i7L P1 A�A% u I f men, en i , ° ~\' \ i , \ \ , \ \ \ \ \ \ \ ` \ \\\ \\ \ bL ` /,: \ \ \ \ \ \ EXISTING TREES CONSIST O SI < Est\ , OF APPR . 50/ MIX DECIDUOUS AND /EXISTING 7RE S CONSI OP f/I 1' / , I l P.Co 5 \ \ \ \\, 1 ` \ \ \ \ \ \ \ \\ \ \� . \\ \ OX 50 `\ ; \ `\ \ A .PRO 5 0MI / ! f / I ; ; �/ Tot1YX1�LOT '1s0 F'_ \ \ - -� ' \. 'k i \�t \ \ 6 \ \' \ \ \\ \ \\ ` OF f g ! I f I2,200 SF. 1 .. _..._.�\._ _ , \\\\ / ? �t �\ `'' \ Or \ \ \ \ \\ \ \ k EVERGREEN TREES ` E 11 j.UOUS A EV RG EE / / / ! I - , 6 ' / \ 1 \ ` \{ \ 1 / I �; / TRE,tS t Slide ; LOT C LOT 35 I J/// \ 2...Cmber i a SU�h IT PA K l l / r� Qu\ �h�r4 / ab \ , (pf Ben \ �! I i ' / 04 // / . 1 Buck ches _ _ ---�.. \ 20,22 SF 7 - /' 1- LT _, p� _ , _--_ \--�--\�:._- \,\ \ � �y - \ \ \ \ LO 65 \ \ \ \ \ \� \ ` \ �` `` 2- LT � � SOD = -_ _ \ - -rt - \`V p \ \ \ \ \ Cf] , t j p I J/jI / r j . \..---_- �-- n.: ' ° ! \ �- Q , •„ e ' � \\ \ \ \ ,I �.._ LOT 36 Ai m - _- �� ° n.J,"'.-.....�� \ °, ; LQj 126'�� i tt'`t (i1 ``� ' \ 'r\ \\ \ ; \1 \ Gr r \ \ `� `'rC'„ r• ,.. 4 LOS 1 5 \ \ _ \ \; •`' .\ , \ \ \ •\ __ __ __ _ __ �{�•�g"-"�,�-e; � W � 12 \ \ u rt wale r / I // L�T E ' % 'l f i j i I f/ f 06 - LOT 123 OT ++ \ \ , y x \ Cs OPT SP CE / I, I / 1 / /{, i L01122 bD / r � / ',�' r T 121 \ J;• ,r. \\ '\• ` \ \ \ \ � / 5. 0A RE // l / ` ! i ' �120 LO ` 9\� \ "t t \ _ �, \ \ \ \ \ \ \ \\ \\Rmp� °p \ a \ C SCAR A PAR . �110N A R f E /, / / / / � � sern erYi � , -/ � / /'`' /c_.:'! "�" / � � \ 1 ; � (� �°7 \ , j� �, '? \ `\ ' �'\ ^� � \.\ � '. , ' \ ' � \ , ; \ \ \ �� t 1 / __. ___ � •c� � � SF;LOT 37 j r I s ' \ \' \` \� t • \\ \` \\�\ \\/ !; ~ '- /\ 3-AR L'� f � � , I � J 1 I I r r / ,�, a l ' �.._---'' \ \ , \ \ \ \ \ , \• 3- IA \ \ \'i - LS ` \ --� -' .,r' . 1 \ \`.-. .r%},'r � ,ir ', �/ / ' ' f , j f l r � �` f � I !c f� rtcia� � ` � \ �\ \ L' T 63\ \ \\ \ \ \ ` \ \ \ \•'\�,�) �, �\ � r _ • t , , \ %! / f I �` t,_ �r Ear erlt \ i' \ �` \ ` \ \ \, �\ ' � OW AIN � \ i >r !t j',! � \\ \ — __ _ �_.____..._......_-. -\,, \ `% � , \ ` ` \ rtj4\ \ 1 .�.. -•-,\ � �(, \ \ \ .l "'..` Ll.I • � 1? GRO ND '/ % I j � ;, i ,. _- _ _.-.."_ �:::�=.__-_ - 6�. '\ \, _ -_ ��tic, t�"'...� _\ \�- , \ � \ !� � � � ' \ '\ � � 24 � 1 /, ! it t j r;. ;r ,; \ \ _._..:='�•"`i c_".. ?, , r-_-•-�~__.-_�.. 1 � I --- - __--•--_- - s•>: P'i6, �-�- _.\ � DB P CED)N LO38 fPEN SPACE Wr tir,4 379 STHAN tF-F- - 0 i QUAt TO 2:1, / 4-'ZS \ t , \ 1 Ors_ u> E EET;SP34 OR f 8r - - 2 LOW MAINTENANCEGROUND, i `\ - - - �� g �/ / �\ LET 6 �� i \� \ \ ? _ \ ' t A LS / / ► i ! l `,,; ,°-, .: _ , _ ._. ._ -- pTER ►-AN _ -_---:::=�''��>k _.-.- -„ �\ l� "' : t � \ � \\ T W _ _ - \ ` ! \ \ \ ' \ \ COVER TO BE PLACED ON ALL"", LL " DOM. PROJECT NO: FLA \ 12 . C S GREAT THAN \ \ \ _ H \ ., INDEX TITLE: f = I 1 ; - r / ! S0 E SH ET P34 F0 DETAILS ,R EQUAL -TO r , r 164.. ' - 1 \ 4 J ? I i % .° , � - °s t; 1 r %, ,`_ _•.. _, _ -`-_ }'" .\�-- / /�?wy...,. �''1::�� C3j \\ ,/� •{`, -, 1 j \ , t i , � , `\ f f \ , I / / -- ' . . i :l i ~ ___._ _ ,,;,.r O = -•-"_' ° _- f / � , .� i ,.� N,, ` i , � -_ J \ t..._ , (k --� � � � � \ I � « ' � � �V \\ ..- - \ , : SP38 h k 7iR �, _4 \ \ S J ry \ ,- ....-r--i•�� , i ` 't ` / / 1 Cl� Y �- /1 10 1 0 SHEET NO: ''' ' /' �� , '� -. ' ! t1 it . ,_. _ : , , 'vv / / / /\ i.. �� \� � r r � , � �,_ ..:�; _ ,� vv !....-%t.�•1, ••I•-...._. , ; <� 1 , 1 i { 1 t� � t 30 0 30 v._.F.O -- - 90 41 OF 48 f 1 \ \ !' i I ' • ! /�: i i i ! i �s / - /\� , �4 !y 1, i i i , ! ; �? ' j ! 4 i t / 4 '_i , / ! `; r , , 't ' l i ,j '� �I'\1 i \�\LE•._ 1 n -= 30, \ DATE: 04 20 13LOT �S LOT E E //D�A/ P Q) 0 0 A$�� / ,: ___ ___ � U C ! / j , / c serrle;; �... f i f / 'c�'t i L3 LOT 12 \ F °�° A� \\ t ` \ �, \ \ \ \ \ 9�T,19N OF/, T' [61 LOTS ... / �� \ \ \ \ \ , \ OP N CE 40,99 $F now _� � i ' 1 / / 1. / ;, � b /; �F4 t ! \ \; 11 i % l l/ f i \ f�_ _.... 'o _0� 0 LOT 63 \ ` `, �..., -- \ ; k� \ \ `it \ '\ � \ \ - __:�__" r. 'Q � � LOT i( �' i l I 1 / / `� I \ ` \ ` \: /, �' LU ! \ !, t A, 00 UNT/,EN�/NCE/1. w 1)90V�R TO BE :/h/ Z l i ' j' 2111 I /PL�&D ()o PROP95ED LOPES LOT 38 V t - - ----- --- �ORP�TERiHA /0 J iqf, w LOT SHEET o�> /�P34 OR v A - `�< ' - 10- AO" 15N 0-A x (AE \ \ \ A 7ET V\ s � `! 1� ' J' f 1..� j I + ,, ; � \ !r/1- ._--_.---•--_—' \ \ 11 \ \ t � t j t LOT 21� 164' Sigh (j)' ? 1 ? ' , 1 ( 1 k ' f ! ' .. / ` : ` :',�' _ ' - - k/ KEY PLAN 1-01 AA8 4 U OT 60 h__ l \. 5- UP LOWMAINTENANCE GROUND . ...... ven w s LOT 39 -BE PLACED -ON ALL . . ...... - Cert. No. 0931 COVER T6 All PROPOSED SLOPEZ-GREATER-THAN ___REQUAt-T-&� ,' / \t , i \ \� , / \ t \ .,_ \ , , ! a' i t LpT 130 t� l.. j i j t !, !� I . _ 0 / ! I r t $ 1 ' ' \I r � t J \ `'` \ '-' ', t' .. C� , (!. ...5t-, r� ti_'�"`.,' ,' � I � i I t I ,� (, .._.__.. ... _....._ � � � • " fII SEE-SHEET-SR34 Fi h \ % !1 _.. - A. ... , , t , ,, , -- l t ..,,.1 �,, �,/ ' � .' ; t ;' ( y I ' .... OR- DETAILq_ Lox I IV _7�L_PE AR z _7 0 LOT 5 I If/ /1, L 0 '28-/ OT 0 L01zn Q i 1 1 1 / \ t , •Ay[-, / ',, 1 � ' \ ' � t /\,1 F � / �' `�`.. ; ,!� t I - - ;,/ � i f , � ;fl l - i 1 t i � t i j ` , \ � o \ I f \ / �1> io i I —__,_••--- � \ ' � i I� �, , � \ \\ � •. , ..,,,,� {t r.. \ \ t \I `• t . , , .. •p r ' , � � ' ? � l t i ` (1 t t ...... . ........ . . > m 4 ILILI y lk� z IN Ret a - ------ C/) LOT 9 �t �T 58\ af�ty Rail z Heigh "91--, E- S_: 1 \ r I � I I 1 � � r_ .r. i i't, � � + �' b-� 33 i t `>t° � •`+ \ \ \\ 1 t � '✓ / / / �' /- I ! U� per`' CIO Dv z tructGral Ue#id --- ---- LOT \4� , ,i , � � _ � t � ( a6 t � � �, � t �� -� 35� � ;, � `\ � �• \ \ ``. \; ` / / � - , ��. / w x 11 AAA Uj z ! , ( f i i i ( ( 1' + ; ;t / r y \ tt ; \ ; l.. �� \ \ \t`�' \\ \ / LOW MAIN �ANCE GROUND`____ (9 z (/) YPI COYER TO B� PLA6ED ON ��L LU .. ............. . 1.01 Yllu w 0 LOT 66 PROPOSE SLQPES9,REAT��,THAN . ..... \ j -� i i ( 1�10 k .. ... . . . . OR EQUAL 02 C\2 SEE 0 �S 0 34j/FOR D 6A I L I j ' j ' j { .r I / ; it / OT 109 �o_ j ....._... C.� I \ \ \ ` \ \\\ / / ( t r cl) l \ \ i I\ 1 � \ � ` \- � -'� � FP 1 '� \ .^ f t % 6 � .3 ` � ' �i \ CO ilk t e � � ` i ✓ �\;a � i t 1 Qi ` I � l .l �r� vd 3- FP '1 n t �.n LO 1 � \ <A � � \ � � t \ -''/ � t w CD CD LO� 55 0 0 44 T E- t fV, 2 1 3:1: i ' i ` r ( t I i { _0T WT ! / / It 1=� U) co C(I LO� 6 E- E- z 1 % i ' % ' (� I I r ! { � I / � �' l t '}, � � �� r \2� 5r `�'_ .._ ,�; t4� o `ti ( _.. f. r J X\ LOT 54 �24 :Z4 .... ...... C> C) C) '� ( : / f / 1 I i E ( r pT 45 y 3- PA 19- IG/ z z z , 1 ,, C) C> C) U U U ......... . .... .. t LU ' � ' � , t/ : � I ! j ��' { i I / ( ---7L :� • � \ I o / r �' �} � �•�� LpT 42 ,{-f.._.- • � '� \ `. \ \ � � r' � \ _ -� ILL. R _Tii 161 LOT 53 t fi / % / / / I / / / fI Lqvu "Si errascape" R ! ` l / / / / ' i i / r / t, i�� -''� " / / 1 i \ \ In. ^ �t\t ;. `; •,' .,�' ._. ^, �.__._, - Safety Rai H 8.5 if 11 E... / / / / / j z Appox,brr -s o% �:D 1 / � ,,' ', -- - ' ,,, ' �pT 47 / J / \ . / ` , �� pT 10 � _ 1� QN ' t.., � � \ \ ;. ,,,�` , - � � -((Uctural eogrid- C) LOT 51 i / 1 / �� , ,, / i //"LOT \LOT 52 - ----- LOT C/I OPE PA L4 Y 63 F 1- PA \bD X 1�4 Zt ,-''� ,.--- -.-- --.'- I __ __ ', `.. < w ; : , ; _... t h t Dist. E � �P `-\i�� ;'i;,,''t �, j \ \;1 ': ,,.- -. � # to cf) X Z s . . ........ 8 z r if 49 J E--- 8"W PW MAINTENANCE ROUND UUVtK ru BE "rED 2 \cc 2- 1�01` REATE (I'voical, ,�KHAN PROPOSED SLOPES /OR EQU/ALIO 2:1 . ... .. . ..... . ........ ..... . . .... .. I -rc— 12' Gra SE"HEET Sy/34 FOR D STINQ T�RE�S CONSIST OF zu- co -APPROX,.50/50 MIX tenance destrian In t , er anection "Isi ascape"/Re�t. Woo Safe OF6ECI�UJOUS AND EVERGREEN - - ---- ------ 11 w I !� TREES" ty Rail ,/ z x . .... ..... .. ........ . .......... w ............. .. ........ . ........... ...... - — — ---_----- XHeight=2-5" I z T_ ..... .... .. �33,10 1 --------- \---30''Viagatatfi�)n Buffer.-.-\ ------------- DOM. 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I ' ' ' \ \ �`. / `_ ~ . o \ 1 p }�Zi{ (� ; i % T fj� t \_ - - i J`,�•! ,i r.r.< ?'7'1- r.,, �< % I j j�/Ki `.K \ i� I }' J r t ' f \ S \ ,� r -1~ -p o osad P_/ �, /'r,y I. , ,�, ">-.� rt;::, f 'L T.'j i�•1, �;, .---:_ j`" T 'r, / \ ' ! � if \ I j ,� t \ \ \ / r • ;. 5 � I L n 'Sea Sheet.17 In F ,.::i i • '��-,�. / /`_..__._.. 7 ' 1 % � \ ' 1 l \ � � \\. _ ..-'' \., 1 ` i �^�A \ j � � / 1 t ', �Z � t � � / � ' r 4 CJ t t 1 '" - ```• `\ � a EXISTING TREES CONSIST OF APPROX 5 50 MIX \ 1 t 1a BN / I i \ ._ /� / % o ! } \ i -- - - -.. \ -` - - - l = =._-~ \ \ \ / t 14- VR j % ?',f% ' } %t \ - I \ W w OF DECIDUOUS AND EVERGREEN TREES \ 4- CC , ---'--------- --' pro \ 1 } r 4 f Futur Cass(A /r % i 'fir , 1r` 1 1 1 ! I I \ \ o c� o Z ,,. \. ', ` Trail. To e Ad usfed Wi h w, / 'fI:J 1 t i ! `� ' I`n wT_ - `\ `• w m; "Town Dis ict" hl se / 1 / �' T / / 1 \ i \ t \ \ \\I �0 1 �` -�. \ z u is ;' 1, _.\_ �„ �""�----_. `�`�.. oil rrI E. 1- Lri • i - -'y\ ' I t I I i ..� t•- �`'Cq vrtl_, 3- I 1 i l r t „f r y j C i:i 3662 PC� -- - � 3 ! 2- CC 3- LP1 I PO 13-I;BN C� , , i I t ! , t \ i 11 ` � � - ,�- t \, ``• ,. `,__ _....__._ \ \ J ; \ � t--t if 00 �' _�= ' C _. v _ � i \ v __.�_ <_� ) 4 Acce s & 1 , t J r• / �i. ' \ \ \ ' ,� ; ainaga _cae ant_ FUTURE DEVELOPMENT f CASCADIA BLOCKS 1 & 2 i ~ H ! i 3-�AR1 1- POI \ \ \ \� \, 7T�i f - "TOWN DISTRICT" '} f / \ i—+ w } ! ,• \ \ , \ ^T - : r f ;! (�` vri,le GrC,s �'hitl \ 1 f.,, I , 7 PA \ \ \ \� \ 24.476 ACRES i I 1 PO ( \ \ i; ''� >n, tc,ce;s oad \ / c rr i j \ , \ DOM. PROJECT NO: I 5- MV \\\ 12.006 t -- I i ~.-~.__ ~-•...~. ,.` ,. ' ;;.~ . � _...... � / INDEX TITLE: J/ 3- BN t ,`....`•.,.�\ �' `-``-- ( ~'`\. I �~1 ;,, ;f\, \ \ / Pt�lrllcx� Exist. V e ation -� ` ~,. - �._ \ / \ \ / ^\ ; i jl \,`ti \:\ \ i ;� ;' /. �E 1 To amP40 i \ I ~- 30 0 30 ` 60 ' 90 l ` 1- LS % _ \ 3- BN `\. ♦ \ ~ i :::_ f.>� f \ I ' \ �/ SHEET NO: 43 OF 48 f SCALE: 1 = 30' l / / t 1 _ _ _ --- - _ - DATE. 0 /2 /13 5 \ _ 0 I, r 5` \ EXHIBIT 1) EXHIBIT D Original Proffer Amended Proffer fifteen percent G50A) minimum for such site plan or subdivision plat, and such (Amendment # �.� additional affordable. dwelling maybe allocated toward the fifteen percent 0 5%) (®R minimum on any future site plan or subdivision plat, provided however, that the PRO, FE maximum number of affordable dwellings that maybe carried over or banked shall not exceed fifteen percent (15%) of the total units on the site plan or subdivision plat. Date: July 20, 2006 ZMA # 2002-004 3, After a lot, unit, or unit(s) within a townhouse block has been designated as Parcel Number(s) s Tay' ah Parcel 6?-25 Tax ?via 78 Parcels 59 endIEA containing an affordable dwelling, the requirement to provide the affordable unit shall Tax Map and P r( } anti. ax my Parcel 78B-HI run with that parcel and the responsibility for constructing and selling/ renting the affordable dwelling shall be with the then -current owner of the individual lot or unit. s to b rezoned rrt RAlR6 to ..:.:NMD in accordance with the B. Mixture of Types of Affordable Dwelting Units 60.8 Acre e ft 1. .At least thirty-three percent (33%a) of the required affordable dwellings shall be for sale Code of Devel�ipineri prepared by Cline Design and dated July 12, 2006 units. m sale u Pursuant to Section 33.3 of the Albemarle oiirttyZaning Ordinance, the Owner, or its duly 2. Foz urposes of this proffer, no more titan thirty=three percerit.(33�l0) of the required P d ent hereby volunta it ro;ff the conditions listed below which shall be applied. e dw.ellin units.may be Special Single-Fatnily:Dweliing and Duplex Units; authorize agent. Y Y P affordabi g e ro ert ifrezoned. These conditio sure proffered as a part of the requested rezoning r nothing, except the maximum number of dwellings established in the to th .p P Y> however, g and it is agreed that: (1) the rezoning itsel gives rise to the need for the conditions; and {2} such Cascadia Code of Development, shall prohibit the Owner or its assigns from .creating conditions have a reasonable relation to 6 rezoning request. additional Special Single -Family Dwelling and Duplex Units. 1) Affordable Housing: The Owner shal I provide a number of affordable dwellings that is 3, The remainder of the required affordable dwellings shall be "for rent" townhouses, equal to or greater than fifteen percent 15%) of the total residential units constructed in condominiums, apartments as defined in paragraph 1D. Cascadia. The affordable dwellings sh II be in. the form of for -sate" townhouses and condominiums and "for rent" townhct es; condominiums, apa tmentsi accessory units, and C. Far Sate Affordable.: Dwellings n le-Famil DwellIin ,and:i) i Tex Units as defined by the Cascadia Code of of this roller, a "for -sale affordable dwelling" shill bi defined 4s a dwelling Special Sig Y g P For purposes p Development The affordable dwellin s shall be reasonably dispersed throughout the able to households with incomes less than a'iglity perd�nt (80°� ofthe df." median P Tan aiid'the Code of afford f ' ,c' le interest ;teal estate taxes, and property, subject to the requirements.o the General Development P income such that housing costs consisting o pkzt, tp y Development. percent 30% of the gross household homeowners insurance (PITI) do riot exceed thirty p ( ) A. Designation of Affordable 1. weiii.Pgs income. the Alb emarle County rove b ty • loco d . . ;,hal f "able ink is Y i. The Owner shall designate indt td?aal affordable dwelling lots, units, and/or urlit(s) Afl purchasers.:of � for sale of ord PP i 's pursued throe ii Office or i s design. ,. The subsegitent owner/builder shall provide the County or its Where final des i u i i Wh o finial des rl s g lock dun design P � townhouse b ` in a t tin eligible with an e the site plan process, the lot or nit shall be designated on the final site plan. All dessgtiee uperioa ofnin?wty (90) days to identify and prequalify for financing gr P 90 da period shall commence upon written The urn et 't h } Y Ie unit. i 'r a y( fto d .b_ r for the all a platted such that the are th al site Tan shall b. r he fin 1 . ch . dwellings de sn at out u led P P e affordable e Ifthe b'n p r sale. $ "Table fo for this roffer:a d. sale/ rental of the designated affordable. -dwelling is �iotice from fire then -cent ownerlbuklder tSi'at the unit(s) will be available responsibility o p consistent the approved fi a :site plan, Where final design is pursued through Ceutity:o� its:de,&fp . 4s 0 n.. provide a tairalified purchaser who executes a contract of co PP t creates orate building lots the affordable c ubdivision latnn roees o separate g , urc<iase ,luring this ninety (q0) dqy Period ;,the then -current owner/builder shall have, the the s P g.p eliniin lat. The responsibility for this r fo sell the'unit(0 "/hthout tray restric4p nn sales price or income of the purchaser(s), dwellings.shall be designated o, the pr dry p p tY rigor. ( ale/ rental of. affordable dwelling shall be clearly designated with rovided however, that:.aciy uriit(s) solo: witJiout such restriction shall nevertheless be € proffer arid the s a y g p. r., the final plat. couriied toward theiiurnber of affordab3e units required to be provided pursuant to this terms of this paragraph. IC, The requirements of this paragraph 1 C shall apply only to the first sale 2. When required by paragraph A , the Owner shall designate a minimum of fifteen percent (15%) of the aggregate grriber of lots or units on that site plan or subdivision of each of the affordable units: able dwellings. N: twithstandin the fore oin , the Owner may "`carry- The Owner reserves the right to ineet file for -sale affordable dwelling criteria on the market plat as'afford over" or "bank" credits for alto dah'le itrvellihgs in the event an individual site plan or rate for -sale units ley retaining a no interest, junior deed of trust that is acceptable to the subdivision plat designates. affo dable dwellings that in the aggregate exceed the primary mortgage lender. This junior deed of trust cannot exceed the difference between the sale price and the appraised value of the unit. This junior mortgage maybe assigned to a third.party, EXHIBIT D EXHIBIT D AIL granting the waiver would'not be detrimental to the public health, safety or welfare, to the D. Graded slopes on lots proposed to replanted with turf grasses (lawns) shall not exceed a orderly development of the Project, and the land adjacent thereto. gradient of three (3) feet of horizt I distance for each one (1) foot of vertical rise or fall ' Steeper slopes shall be veg,e at#d`with low maintenance vegetation as detennined 7. The owner may request that the Plan be amended at any time. All amendments shall be to die appropriate by the County's ' .ogram authority in its approval of an erosion and subject to the review and approval by the County Engineer. sediment. control plan for the land, isturbinig activity. These steeper slopes shall not K. In the event that the County adopts overlot grading regulations after the date ZMA 2002- exceed a. gradient of two (2) feet o. horizontal distance for each one (1) foot ofvertical 004 is approved, any.regaireni� nt ortho retulations that is less restrictive than any rise or fall (2:1), unless the County Engineer finds that the.grading recommendations for ie4uiiement inthis proffer.shall supersede th corresponding requirement of this.proffer, steeper slopes have adequately add 'sled the impacts. subject to the . approval ofthe;Director of the Department of Community Development. E. Surface drainage from one-half (l ) acre of land or from three (3) lots or more Iots, whichever is greater in area; shall e, collected in a storm sewer or directed to a drainage way outside of the lots. �G�T Date Signature ofowner �— -' Printed Narne of Owner F. All drainage from streets shall be c red across lots in a storm sewer to apoint Beyond b'T the rear of the building:site. ..�v G. _v{ — � cJ k - —.Date G. The Plan shall demonstrate that 46 Sways to lots will not be steeper than twenty (20) — afire:ofOwner` Pri tad N e of Own s W 1 it percent unless certified by amen er that the driveway at the proposed steepness would be safe and convenient for vehicles (including emergency vehicles) to use the driveway, Date and shall include grading transiti6ri at the street that the agent determines will allow -Signature of Owner Printed Name of Owner passenger vehicles to avoid serapin .the vehicle body on the driveway or, the street. Additionally, the driveway gradii g sh Jl provide an area in front of the proposed garage, Da te or an area proposed for vehicle par i g where no garage is proposed that is not less than Signature of Owner Printejam d Name of Owner eighteen (18) feet in length that wilbe graded no steeper than eight (8) percent. H. The Plan shall demonstrate that an irea at least ten (10) feet in width, or to the lot line if it is less than ten (10) feet, from1hportion of the structure facing the street, has'grades no steeper than ten.(10.) percent adj Sent to possible entrances to dwellings that will not be served by a stairway. This:grad. d.area also shall extend from the entrances to the driveways or walkways.canikeef ilg th,eZwellingto the street. 1. Any requirement of this proffer ma i be waived by the County Engineer by submitting a waiver request with the prelimin": plat. Ifsuch a request is made,it shall include::(i) a i justification' for the request.cantain, don. a certified engineer's report; ,(ii) a vicinity map ii showing a larger street network at scale ofno smaller than one (1) inch equals six hundred (600) feet; (iii) a c6, &ptu t'plan at.a scale no smaller than one (1) inch equals two hundred (200) feet showing sti ..eyed boundaries of the property; (iv) topography of the propertyat five (5) foot interval for the.property being subdivided and on abutting lands to a distance of five hundred sop) feet from the boundary line or a lesser distance - determined to be sufficient by the'a ent (v) the locations of streams, stream buffers, steep slopes, floodplains, known: w tlds; and (.vi) the proposed layout of streets and a lots, unit types, uses, and location parking, as'applicable. In reviewing a waiver request, the County Engineer shall aiksider whether the alternative proposed by the _Owner satisfies the purpose of the r quirement to be waived to at least an equivalent degree. In approving a waiver, the ounty ;Engineer shall find that requiring compliance with the requirement of this proffer W.9 Id not forward the purposes of the County's Subdivision and Water Protection rclinances or otherwise serve the public interest; And. 1�oS qD :5 • lr / Si platonce r / Ponta.,_ e&ranee / I 1 40 0 SCALE: 1 " = 40 80 120 Man Waa` 'th�veSt�l to Rt. 26. l / / / — — — _ _ 1 °n%e, t � \ 111 0 r 1 SIGHT DISTANCE ALONG FO 342J SCALE: 1"=40' EXHIBIT D D. For Item Affordable Dwellings 1. Rental Rates, The initial net r. it for each for -rent affordable unit shall not exceed the then -current and applicable ma: imum net rent rate approved by the Albemarle County Rousing Office. In:eac 'subsequent calendar year, the monthly net rent for each for -rent affordable dwellir g may be increased up to three percent (3%). For purposes of this proffer s61fem t, the term "net rent" means that the rent does not include tenant -paid utilities. 2. Affordable Term. Rents for.sq h for -rent affordable dwellings shall not exceed the inaxim.urn rents established in r aragraph 1D1 for a period of five (5) years from the date of issuance of a certificate f occupancy for that for -rent affordable dwelling, unless the dwelling is made av4 Table for -sale under the terms outlined in paragraph C. interest i for -rent affordable t 1 conve. in an s n the fo 1 e f Interes . A] s ve arc o 3. Con d. Y g Y Conveyance T s dwellings during the Affardabl•. Tenn shall contain language reciting that such dwelling is subject tow the terms�fthis proffer.. In addition, all contracts pertaining to a conveyance of any for -rent of ardable dwelling, or any part thereof, during the ble Term shall contain � Afford ' complete and full disclosure of the restrictions and controls established by this pro er; At least thirty (30.) days prior to the conveyance of any interest in any for -rent aord�.kble dwelling during the Affordable Term, the then -current owner shall notify he County in writing of the conveyance and provide the name, address, and telephor number of the potential grantee,.. and. state that the requirements of the proffer haybeen satisfied. 4. Reporting Rental Rates. During :the Affordable Term, within thirty (30) day of each rental or lease term for each for rent affordable dwelling, the then -current owner shall vide to the Albemarle Coun Housing Office a co of the rental or lease pro � g PY agreement for each such dwelli, g rented that shows the rental rate for such dwelling 1 and the term of floe rental or lease agreement. In addition, during the Affordable iovide to the County, ifr ueste an reports, j e t owner ll d the then -curt n s Term , j , P t)'. �1 : Y P I 1a b` copies of rental or lease ag;e�,ln nts, or other data pertaining to rental rates as the Count y may reasonably ablY re qWiref I the futurepotential. improvementst r Improvements: In order to r#sess h o Route oute.20lm v d .. 2 IL P 20, Stony Point Road, the Owner shall : edicate twenty (20) feet of public right of way along (_ the edge of the existing Route 20 right f way with the first subdivision plat. l,3). Secondary -Road Inferconueetions to.BroadusBaptist Church: The Owner shall provide for two (2) interconnections to Broadus.BaptistChurch (TMP 62-25C and 25C1). For the first interconnection, the Owne shall provide Broadus Baptist Church with a thirty I: (30) foot wide easement that will allow: e Church to construct a driveway within this easement. The easement shall start at tl e Cascadia property line shared with Broadus Baptist Church and run generally along the "cell erline of a Class A trail to the intersection of e generally shown on the General.Develo met an. Cascadia Drive and Delphi Lane, as gen .. y p . , n Plan.. The Owner shall reserve this easement for a6eriod ten (16) years from the recordation date of the first plat for this area and provide the ea`tscment free of charge to the Church. If the Church E go's �? EXHIBIT p does not exercise its right to construct a private drive within this 10 year time period, the Owner's obligation to provide this easementshall be void. For the second interconnection, the Owner shall provide Broadus Baptist Church with a first right of refusal to a lot within Cascadia that will provide reasonable access to the upper diortions of TMP 62-25C and 25C1. The lot shall be wide enough to accommodate a public road. If any grading or drainage easements outside the lot are required to construct the second interconnection, the Owner shall grant these easements free of charge. If the Church does not exercise its. first right of refusal at the time of sale of this lot, the Owner's obligation to provide for this interconnection shall be void. 4) Csli T'ra{ter for CaprtalProieets: Farr each dwelling unit constructed with Cascadia, the Owner:shals. c4ribribrike ca�it to 111ie earl County for the stated purpose of either funding seiiool projects at Stony °Pointiementary School, Sutherland Middle School, and Albemarle vcments unt choof s C;a ital im ro Program or funding ;nt eCo S P nfred i h P iden oa Y P 'od3as a itat Inn rovement Pro`ects'ivithin or. Irrirriedaately adjacent to Neighborho CP P ] ed.kn tlie:Connt 's:Ca ital tint roverriunts Progcarn. The cash contributions shall be at inlent� .. Y P F the following rates: $3,000 for each single family detached unit, $2,500 for each townhouse unit and $2,006 for each multifamily unit. Dwellings defined as Special Single -Family Dwelling:or Duplex Unit in the Code of Development and/ or designated as affordable dwellings under -paragraph IA shall be 6kempted from this proffer. The cash contribution for each dwelling unit shall be paid at the time of the issuance of the building permit for such d:veifi.� g urut f f the,6ash .contribution has not been exhausted by -the, County for the 'stated purposbs wrtlun"ton (1Q) years froii tho date:of the issuance of the last:residential building curio vrtlrrn Cascadia, ail unexper:ded.fiinds shall be applied to fund for any public project or program within Nergi l?orhotid 3: 5) Ov+ rint Grader Plan. The Owner shall :submit>an:overlpt:grading poor rne. lit?$ . requti'� eMen is of this section (hereinafter, the Plait") wt Itthe application for each siibd.Nisian 6fthe srnglafamily detached. aYrd igaglefamily'Attached dwelling units shown.on the General Development Plan, The Plan shiul show existing and proposedl topvgralihic features to be considered in the development of the proposed subdivision. The Plan shall be approved by the County Engineer prior to final approval of the subdivision plat. The subdivision shall be graded as shown on the approved Plan. No certificate of occupancy e lot is fined the has determined Engineer where th e County 'n on a lot d for an dw elling shall b e issue g 1 Y not graded consistent with the approved grading Plan. The.Plan shall satisfy the following: A. The Plan shall show all proposed streets, building sites, surface drainage, driveways, 'trails, and other features the County Engineer determines are needed to verify that the Plan satisfies the requirements of this proffer. B. The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) .filet. C. All proposed grading shallbe shown with contour intervals riot greater than two fi ' . All concentrated surface drainage over. 19. Fhail he clearly sh.60.# wrt4 the proposed grading. All proposed grading shall be shbwri to a>ure Fhat .-wrfae:.e drainagecan adequa proviilte:relief from the flooding of dwellings in the event a storm sewer fails. eijf 4 415 415 -- 410 410 — 405 —T 405 400 400 Li 348--St ISTANE V71,WM ---_� t GIB-GF- 395 395 --------- - 44k-3--.- 390 390 — - AGE - - 385 385 - - 380 1380 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 SIGHT DISTANCE 34 HORIZ. SCALE: 1"=30 VERT. SCALE: 1"=10' —{ NEIGH flF-_-&B F---- —. _ 425 425 — _�_.. _ _ ___ �—._— 415 — — _ __ - - - 415 405 = EtsT —G E— --_ - _ 405 400 �---_--�, fy .- - -- - - _ �_ ____�_. _ _ 400 y p 395 ' HEJ-GHT--0 __ ^_ __ — - ---- - — ---_ _ _ 395 -- - - 390 390 -- — --_ __ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3 SIGHT DISTANCE LEFT ALON '4 HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' C '0 C_ 0 c Iwo _ E 0 U L' 0.33028 f o t w cS' 1y I � r7xrnt ►--i co 5-4 A 0 0 C()U U W A U U U 141 cki 1 c+6 m 0 W Y V W C) v m z 0 I� r ca 0 w z U) w 0 C ril -94 di 0 rn i'w g Z , W E I � H O O CD ►� Q I � � co 00 r 1 H w �--� Z W J F- W w W in DOM. PROJECT NO:12.006 INDEX TITLE: SP42 SHEET NO: 45 OF 48 DATE: 04/20/13 CG'6 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4• FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAt.1, BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION IN A 4'" 2" R OFDTHESIGN VOOTPEED ROAD DESGNWMANUAL.PENDIX . D I 6" D P p D D o , ,Q •Q ,d .Q 7„ Q • P• P• P• P. ' P ' P p P P P P THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF g" 2'-0 SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE n COMBINATION 6" CURB & GUTTER 105 REV. 9/O6 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 OF TRIAN C S OF44r_0r, 1 14'-0" WIDTH ENTRANCE LMIN. - MIN• 72 WIDTH OF ENTRANCE( 4' o" MIN 2' R 2' R 4' D" MIN. EXISTING OR PROPOSED EXPANSION JOINT 1- NON -TRAVERSABLE grin' SIDEWALK OR SIDEWALK SPACE p UNPAVED SPACE SLOPE UNPAVED SPACE f- 2' ? W PEDESTRIAN ACCESS ROUTE DETAIL EXPANSION JOINT W W E E zr ADDITIONAL RIGHT-OF-WAY IS REq�RE11 IF THE LIMITS w OF PEDESTRIAN ACCESS ROUTE t>�I EXTEND BEYOND v w EXISTING OR PROPOSED VOOT RIGHT -OF WAY. c: CURB INCLUDED IN c�i -•. 9 ENTRANCE GUTTER a p o. UNPAVED SPACE w �' o IN PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS 6" FLOW LINE z UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT oo: oYo40 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND WIDTH OF GUTTER ENTRANCE WIDTH USED BY PEDESTRIANS. SECTION F-F EXPANSION JOINT DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM 12' IF RVIDED, PEDESTRIAN INIACCESS ROUTES MUM4' TRAVERSABLE WIDTH BEING WIDTH EDGE OF PAVEMENT IS REQUIRED WITH A MAX.2Z CROSS SLOPE. �24-0" ti. HALF PLAN C WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CO-7,THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. o0 00000 0o *09 TO 10% CHANGE P=0EUc-'4SECTION E-E 6" UNPAVED SIDEWALK SPACE CURVE FACE OF CURB J � SPACE � _ NORMAL GUTTER Q 12Y. MAX. SLOPE ® _ - - _ _ _ _ _ _ _ _ _ * �-15' 7„ �, ti 04 s o Y o CLASS A3 (H.E.S.) CONC. e 6" AGGR. BASE TYPE I SIZE 21B c 5'-0' ® POINT OF GRADE CHANGE a. ' t:• A FOR CURB AND GUTTER ONLY 31E FOR SIDEWALK, CURB AND GUTTER o o • o . o . o BUILT CONCURRENTLY qv o00 • o • o . * ,�•, 12 %MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS v • o • o x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION D-D SECTION C-C 8 X MAXIMUM DECREASE FOR SUCCEEDING MINWUM 10' INTERVALS FMK?CEE STANDARD ENTRANCE GUTTER REFEREN 502 FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK Rly. ,n VIRGINIA DEPARTMENT OF TRANSPORTATION 203.02 4 CG_-9B DETAIL sp1� NOT TO SCALE CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. ` 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY 13E USED WITH THE APPROVAL OF THE ENGINEER, TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF L PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED P CENTER TO CENTER ALONG 12 BOTH SIDES OF THERAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 1221 MAX,.__ CONCRETE COVER 1/2'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC, ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -[` 1241 ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5�gu, )K) AND USED BY PEDESTRIANS. Jiy" 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL. SECTIONS PROVIDED THAT 2^^ AT X , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THEE jyCURB. �(� j� AT W X , SAME AS TOP OF CURB 9• ACC M ODATERTHE TURNINGKREQUIREMECTS OFEANTICEP TTED�HEEAVY�TRUCKNOT TYPE C TRUCKC.REERC) TOR CONCRETED 13, COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR H. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 16" - 2 4" - TRUNCATED DOME C-C -a- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, N0 000000000000000'D - V Q N 000000000000000Z 0.2 50X - 65Y OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 11.4" VARIABLE BASE DIAMETER 4' MINIMUM. - -PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACEMTERENCE REV.7/05 GENERAL NOTES o2 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION r2_" CG-12 DETAIL P4 NOT TO SCALE TOP OF WALL SET TOPMOSTSIERRASCAPEA FACING UNIT INSIDE FACING BELOW TO FOLLOW GRADE 1 _LOCKING TAIL STRUT j SIERRASCAPE® FACING UNIT TENSAR UNIAXIAL STRUCTURALGEOGRID i RETAINED • . t SOIL WALL t HEIGHT VARIES-1 VARIES REINFORCED FILL i LIMIT OF REINFORCED FILL a .° rp`L^fir t AASHTO M288 CLASS 3 GEOTEXTILE t EMBEDMENT t VARIES "' "t�'�� 171 FOUNDATION SOIL GEOGRID EMBEDMENT LENGTH VARIES BASE WIDTH TYPICAL CRASS -SECTION NOT TO SCALE SIERRASCAPE® RETAING WALL SYSTEMS MKE,SS-SECS-002 (C).DWG THIS DRAWING IS BASED UPON SPECIFIC PROPERTIES OF TENSAR PRODUCTS (GEOGRIDS, DRAINAGE Te n s a r COMPOSITES AND EROSION h1 AND WHICH ARE PROPRIETARY D I TENSAR CORPORATION ,AN CITIZENS TansaT IlttemaGonal COrporaBOn I2500 Norlhwinds Parkway, Suite 500I Alpharetta, George 30009 PARLICKWAY. AGREEMEROW.NTS. TSA. YOUR S ARE PROTECTED INFORMATION N AND INTERNATIONAL PATENTS, AND ® Toll'Free: Ph.r :770-344-20901 Fax: 770344.2089Iwww.tensarcorp.wrn THEPRO PROPRIETARY NATURE DRAWINGS ANDT HE CONSTITUTES YOUR ACKNOWLEDGMENT OF THE PROPRIET"PRY NATURE OF THESE DRAWINGS AND THE TECHNOLOGY. LOCKING TAIL A -0 PLAN VIEW SECTION A -A FILTER CLOTH (Mdiedi n Stone Size) C350 TURF REINFORCEMENT I�• �_ MAT (TRM) (� TENSAR BX1120 G�OGRID " /\ 48" (MIN.) TOP AND BOTTOM � � REINFORCED FILL OFFSET VARIES \; (6° MIN.) ,11 V !;. 3" (MIN.) TOP WRAP OF C350 TRM EXTENDING SIERRASCAPEO FACING UNIT BENEATH THE SIERRASCAPE® UNIT ABOVE (SEE NOTES 1 AND 2) �\ ' MAXIMUM LIMIT OF TOPSOIL (SEE NOTE 3) SHALL NOT 6" (MIN.) BOTTOM WRAP �' EXTEND MORE THAN 3" UNDER SUCCESSIVE FACING UNIT. OF C350 TRM /� TENSAR UNIAXiAL OR BIAXIAL GEOGRID , , / IN ACCORDANCE WITH ELEVATION VIEW -v SIERRASCAPEO CONNECTION (CONNECT GEOGRID TO FACING UNIT AND PULL SLACK OUT OF CONNECTION) NOTES: 1. SEE SIERRASCAPEO FACING UNIT DETAIL FOR FACING MATERIAL AND DIMENSIONS, 2. FACING UNITS SHALL BE CONSTRUCTED FROM BLACK STEEL. 3. TOPSOIL SHALL BE LOAMY SAND OR FINER GRADATION WITH 10% -15% ORGANIC CONTENT OR MATERIAL APPROVED BY AQUALIFIED LANDSCAPE ARCHITECT. VEGETATION TYPE SHALL BE SPECIFIED BY A QUALIFIED LANDSCAPE ARCHITECT. SIERRASCAPE® FACING DETAIL (PLANTABLE FACE FILL) NOT TO SCALE SIERRASCAPE R RETAING WALL SYSTEMS MKE-SS.PFFD-001(C)_DWG A PIPE OUTLET TO WELL-DEFINED CHANNEL )E OUTLET FLAT EA WITH I DEFINED ANNEL d = 12" d 50 =6 0% _ d=12" KEY IN 6"-9"; FILTER CLOTH- i RECOMMENDED FOR SECTION A -A i ENTIRE PERIMETER KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER Outlet Diameter Discharge Apron Length Upstream Downstream Riprap Structure Pipe (in) (cfs) (ft) Apron Width (ft) Apron Width (ft) Stone Size SWM-1 30" 9.31 18 7.5 10 Class Al ULVERT/ST-6 30" & 15" _.__.._..... ._........ _._ 19.56 (Total) .__._---------..._..___ 20 -_-... ___..___... _.... 11.25 ----------__..._._...__ 31.25 _ __.___...... _._.._... Class Al STR-1 36" 42.10 15 9 21 Class Al STR-62 15" 3.10 9 3.75 12.75 Class Al SCC-A N/A 4.99 18 7.5 10 Class Al SCC TO SWM-1 N/A i 41.64 15 9 21 Class Al 3 OUTLET PROTECTION TABLE P43 Not To Scale THIS DRAWING IS BASED UPON SPECIFIC PROPERTIES OF TENSAR PRODUCTS (GEOGRIDS, DRAINAGE COMPOSITES AND EROSION MEDIA), WHICH ARE PROPRIETARY TO TENSAR CORPORATION 1210 CITIZENS Tensar Intemadonal Corporation 12500 Withwinds Parfivay. Suite 5001 Alpharetta, Georgia 30009 PARKWAY, MORROW, GA, 30260 AND ARE PROTECTED BY US AND INTERNATIONAL PATENTS, AND Tie n a rd To,, Free: I-8a828-51261 Phone: 770 344 2090 I Fax: 770 3M 20891 YMi lensarcaP corn LICENSING AGREEMENTS. YOUR USE OF THE INFORMATION CONSTITUTES YOUR ACKNOWLEDGMENT OF THE PROPRIETARY NATURE OF THESE DRAWINGS AND THE TECHNOLOGY. TYPICAL RETAINING WALL DETAILS NOT TO SCALE MESA STANDARD UNIT MESA STANDARD - UNIT CONCRETE INFILL CONCRETE INFILL - (BY OTHERS) (BY OTHERS) HANDRAIL OR 1 HANDRAILOR FENCE POST FENCE POST TENSAR STRUCTURAL 0EOGRID TENSAR STRUCTURAL GEOGRID PLAN VIEW - COURSE A PLAN VIEW - COURSE B HANDRAIL OR FENCE (DESIGNED BY OTHERS) CUT CAP TO FIT POST 6" CONCRETE INFILL (MIN.) (DESIGNED BY OTHERS) COURSE A :I COURSE 'I( 2.0' TENSAR STRUCTURAL GEOGRID MESA STANDARD 1. -�- UNIT - - REFER TO TYPICAL CROSS-SECTION FOR FILL AND DRAINAGE REQUIREMENT AT BACK OF WALL. CROSS-SECTION STEP 1: PLACE AND COMPACT FILL TO BOTTOM OF HANDRAIL OR POST. STEP 2: PLACE TOP LAYER OF TENSAR STRUCTURAL GEOGRID AND REMAINING MESA STANDARD UNITS ABOVE IT. STEPS: CUT TENSAR STRUCTURAL GEOGRID AND THEN SET HANDRAIL OR FENCE POST. STEP 4: FORM AND POUR CONCRETE INFILL AT TAIL OF MESA STANDARD UNITS. HANDRAIL OR FENCE POST ON TOP OF WALL NOT TO SCALE MESA® RETAINING WALL SYSTEMS MKD-MEST-AR0a1.DWG C a .0 .0 .0 E c 0u rwo - a :U pE Cj -I'D ; q K) 0 �v to i Li%Xo.33028 I t/ 7� I O Cn CO V CQ) U W A U CQ.) U m 0 Y U LU U e� U } m Z 0 m CI LU Z (n LU a 4 Cn 02 "C4 LU U Tn W J H w W DOM. PROJECT N0:12,Q06 INDEX TITLE: SP43 SHEET NO: 46 OF 48 DATE: 04/20/13