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SUB201400207 Plan - Approved Road Plan and Comps. 2015-11-04
FINAL ROAD PLAN PLAN FOR CASCADIA - BLOCKS 1 - 3 TM 62, PARCEL 125 TM 789 PARCELS 59 & 59A TM 78E, PARCEL H1 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA a:: ,11. .,aMi ` m J` un ' :' tt MM 7,1 To w c 'x >� 1. 3 wmw %xM �noleenep not It PholUTAVIdL111t ol V& Me , :notlmTC 0 y 1M1U11 lbdl it IT .w al fo, Ao .... . "So A, A.d. 16.0.11A "'J"PiRloodd Told. A. I.D. dil 11.1. ol I.W, I IT' dSd dold II.I.IlAdd %IAPoloI w0Y Aa,n..w v.e.a mo a.m, uetmvt eo woo m ,, 7 rot w4ma- It 16. d,C Loll ot meld.. xmc. lid. inn. ure 10. o on rca+.avnnow 141 f?i7 =Y Not x d m3 vNxxncr P one�Z v.msvn,lift 4 TOP 78E -H / / /'�" F➢NTANA (JUN➢ 7Rl19TI FARE 62 -26C TllP 62 -25C1 RRCAOUS PERSPIRED, BAPTTSY'CHUMAN DB II09 PC 353 DB 10CS PC 67 ID PFVATE EE'SEMENT TO BROA US CHURCH PROPERTY DO DD2 PG 444 NAIL SET IN WOOD BRIDGE FARM RD. RAPP 62 -26 CASON , WILIJAM AA 493 PC 106 II I li TAPE 62 -25 ) CAP 78 -59A 41 SOUND - E PO SPNHARY 9ElYER EASEMENT-/ t Da s5E2 PG 444 i 20 SANITARY EVER EASEMENT L L�08 3652 PG 444 CASCADIA DEVELOPMENT, LLC "PARCEL TWO I i1 TAdP 78 -58 IMP 78 --594 l� IMP 82 -25 DB 4209 PC 888 NF 0 18" POPLAR 1\ 55266 ACRES (TOTAL) \\ TMP 78 -69 11 DB 742 PG 195 IW PLAT ��� GSG➢ PARCELOCNE' "NT, LLC °59-W "'105B0, TMP 98 G7A L2 G T POP 78E HI [T0T A11H PRO IF LLC ry (z ON 4209 PC 098 h '�� Da azz2 Pc GIs 4 5509 ACRES v TYP 98E -H G FONTANA LAND 7AE TRUST G ( Spy i �T e )° /7 ACRI v� OP YRPPy. /(�Y �_ �; dRiy. 1 I -TUP ASE -C 1 b'ONTANA OUERS FCNfANAP LAND -11 TRCST I' ASSOCIATION, INC RAPF DD 19.96 PC 2111 LITA NRGNIF ELECTIRC 4 HCHR WIJP'NY EASELIL4T Da 269 PC 264 SEE 6LSO DB Ill PG 337 22 AAA* 2 Cg SC AN) PBasg 2g 9. F a TOP 78 -57 PONTCPS- LANERIDCE LLC. DB 2805 PC 46 N SPI Cover Sheet SP2 Notes, Abbreviations, & Legend SP3 Road Sections & Code of Development Tables SP4 Existing Conditions SIPS Subdivision Overview SP5A Building Block Plan / Phasing Plan SP6 Site Layout SP7 Site Layout SP8 Site Layout SP9 Site Layout SP10 Road and Waterline Plan - Cascadia Drive SPl 1 Road and Waterline Plan - Delphi Lane SP12 Road and Waterline Plan - Marietta Drive SP13 Road and Waterline Plan - Delphi Drive SP14 Road and Waterline Plan - Terrace Lane SP15 Road and Waterline Plan- Terrace Lane SP16 Private Road and Waterline Plan - Knoll Lane SP16A :hate Route 20 Road Improvements SP17 Storm Sewer Profiles SP18 :Storm Sewer Profiles SP19 Storm Sewer Profiles SP20 .Storm Sewer Profiles SP21 .Storm Sewer Calculations SP22 Storm Sewer Drainage Areas SP23 Storm Sewer Drainage Areas SP2a cr)itary Seyv.er ProYies SP25 >,nitary SetoveI Profiles SP26 Landscape Plan SP27 Landscape Plan SP28 Landscape Plan SP29 Landscape Plan SP30 Landscape Plan SP31 Proffers IT Sight Distance Profile SP32 Details SP33 Details SP34 Details CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD BUILDING' OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION Cri` 1 A'PlEONTEC y thA Abdit CDLnDA L li,� �r DcFapneFt LIC i oTu,I W -d_E m e 15 0 o O N C C £� O W 0 W, W w d W 1,,,1 CA too Lj DE m iang4A Im91X OAM CM1md Sol xm,. C 1 M S. ,919 6Y658 1Axd 5 W ll. 5 }N eTb S M S E ail 15E4l 5 VNI I' M 11910 ux.51 N w C4 3SW z9. 1915 R'S01 1521 X 01 E cs xx5.01 1 -41 xA SY 1 ]E iiai N x591 z1 E m ,4rz10 1sI.9N nAre Ixll 1 nxw E JL pA E F O i ,S+�y e Cweee i IT MO950 f IS N B1Y61S E Is x ss� u E W41 fU L1 N E LS N I E .W 89A E Cl L9 s E R1 0 SS1wx2 E IRS 211 SiTM 5 E IRR2 ux SIOOIr w e S L' S M'N E 65.75 S 11T E lµgM 5E . , 61 55 E 64,6 S 1f E BSH LIS X RATA Lao SY F 1 A LE 5 2571 It aW.Ie A4 IR14 W x a4 R R w uyil LiS 5 s IN 6191 9 Nx2n1d8W m 1 N1]E s «d.0 LED x84 9 W 3uta 0 N 1'"e4Y E 10131 LR X O]C-0 E ,04 LID X1419 A E xa 4 TOP 78E -H / / /'�" F➢NTANA (JUN➢ 7Rl19TI FARE 62 -26C TllP 62 -25C1 RRCAOUS PERSPIRED, BAPTTSY'CHUMAN DB II09 PC 353 DB 10CS PC 67 ID PFVATE EE'SEMENT TO BROA US CHURCH PROPERTY DO DD2 PG 444 NAIL SET IN WOOD BRIDGE FARM RD. RAPP 62 -26 CASON , WILIJAM AA 493 PC 106 II I li TAPE 62 -25 ) CAP 78 -59A 41 SOUND - E PO SPNHARY 9ElYER EASEMENT-/ t Da s5E2 PG 444 i 20 SANITARY EVER EASEMENT L L�08 3652 PG 444 CASCADIA DEVELOPMENT, LLC "PARCEL TWO I i1 TAdP 78 -58 IMP 78 --594 l� IMP 82 -25 DB 4209 PC 888 NF 0 18" POPLAR 1\ 55266 ACRES (TOTAL) \\ TMP 78 -69 11 DB 742 PG 195 IW PLAT ��� GSG➢ PARCELOCNE' "NT, LLC °59-W "'105B0, TMP 98 G7A L2 G T POP 78E HI [T0T A11H PRO IF LLC ry (z ON 4209 PC 098 h '�� Da azz2 Pc GIs 4 5509 ACRES v TYP 98E -H G FONTANA LAND 7AE TRUST G ( Spy i �T e )° /7 ACRI v� OP YRPPy. /(�Y �_ �; dRiy. 1 I -TUP ASE -C 1 b'ONTANA OUERS FCNfANAP LAND -11 TRCST I' ASSOCIATION, INC RAPF DD 19.96 PC 2111 LITA NRGNIF ELECTIRC 4 HCHR WIJP'NY EASELIL4T Da 269 PC 264 SEE 6LSO DB Ill PG 337 22 AAA* 2 Cg SC AN) PBasg 2g 9. F a TOP 78 -57 PONTCPS- LANERIDCE LLC. DB 2805 PC 46 N SPI Cover Sheet SP2 Notes, Abbreviations, & Legend SP3 Road Sections & Code of Development Tables SP4 Existing Conditions SIPS Subdivision Overview SP5A Building Block Plan / Phasing Plan SP6 Site Layout SP7 Site Layout SP8 Site Layout SP9 Site Layout SP10 Road and Waterline Plan - Cascadia Drive SPl 1 Road and Waterline Plan - Delphi Lane SP12 Road and Waterline Plan - Marietta Drive SP13 Road and Waterline Plan - Delphi Drive SP14 Road and Waterline Plan - Terrace Lane SP15 Road and Waterline Plan- Terrace Lane SP16 Private Road and Waterline Plan - Knoll Lane SP16A :hate Route 20 Road Improvements SP17 Storm Sewer Profiles SP18 :Storm Sewer Profiles SP19 Storm Sewer Profiles SP20 .Storm Sewer Profiles SP21 .Storm Sewer Calculations SP22 Storm Sewer Drainage Areas SP23 Storm Sewer Drainage Areas SP2a cr)itary Seyv.er ProYies SP25 >,nitary SetoveI Profiles SP26 Landscape Plan SP27 Landscape Plan SP28 Landscape Plan SP29 Landscape Plan SP30 Landscape Plan SP31 Proffers IT Sight Distance Profile SP32 Details SP33 Details SP34 Details CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD BUILDING' OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION Cri` 1 A'PlEONTEC y thA Abdit CDLnDA L li,� �r DcFapneFt LIC i oTu,I W -d_E m e 15 0 o O N C C £� O W 0 W, W w d W 1,,,1 CA too Lj DE Z n� U W W �l w] 6 I H � E GAS q 6 z U z INDE %TITLE: SP1 Lot Lu W x F[ 0 U SHEET NO :1 OF 37 DATE: 12/1/14 w+ Z n� U W W �l w] 6 I H � E GAS q 6 z U z INDE %TITLE: SP1 Lot Lu W x F[ 0 U SHEET NO :1 OF 37 DATE: 12/1/14 CASC MEACLAHMENT, 170 RUTH PJAMP5 HAVE N Ao NLL VA 22901 M`R4BE:. CASCAMA OEIELCMENT, LLC 1A SCUM Decker DRIE OIM1D1lESNLI£. VA 22&3 Oe 4209 -086 SMPIAL DBIel RIVNNU rddl Of W1 xOARY SURVEY D[ MM FNGwFFFWG SOURM OF ERMAPHw La RV AWAL XU IS nl/12 /ax rFW MAFm 9Y MANOR FNCINFFANG II/A/14 PIRG PR W MER NOT APPFM M RF LOCAIM wdx A FLOOD P1AIx,m APPEARS T9 HE IN ZWE X AS MOM ON ROIXAL MF CY MMAMMT AGENCY RIM MM 9100300al DATE) EE&PURY 4, VAR IRIS PROAATY IS NOT LO M WMIN A Resel WAIFASHm. $NGWWS): IOP 7 URK SANITARY MANINRE Tx-1'M SIXIM END O SITE - evol um SOURCE ALMNARIE CWxtt aERNCE N111p $!F8_MAi6E: ALBEMMI£ =MY sFRNCE wM08m MPS PRtlFRIY IS 2GINE .. MID (undee2-Ceb) andM RFS IX DEMSTY. 4.19 UMT /ACNE (ANFA Mae T9 CCMNTE DENSTY Mit NOT INCLUDE &OOHS 4-7) PIRCIPMED Allat _HAND Bid (DO LOPS X 10) +AS M(fi,DDDY Carl =used we OURMLUiL VACANT 4BfL RMNHOk1r5 Al VM5), N" FAMILY DU D (24 UPS), SINGLE FAMILY DUPLEX (0). a M/w MIN (AM So AND SUMMUM PRE {EE9.WMPT1(7) % POST- ORELWMET(SO x RESOwTAL LOTS 0 0 10.00 Ap 352 PlBllc x 0 a (AND ACRES 22n DxTRN ) PRIVATE ALLEY Old 0 0 0,17 ACRES 06 CWxfak LOT 0 0 an ACRES 16 Wd SPACE/PMo M772 ACRES 100 1153 ACHES ADD MIAL 2063 ACRES IN% M63 ACRES 1005 NFf m ARAB RNM/PARXNa AREAS OPENS ACRES CpIC 7 wAM6 TWO Arfe PRIPoSFO WIMMS: WHO ACRES WMWAYS LOWLS ACRES MN IMPERMWS MFR: 9571 ACRES PARYING TAPo AMN FOR soli PAM", REDUNfD PARKING, 2 SPAES PER UNIT A UN15 X 2 worol PER UNIT = 136 Vi 1Y PARING SPACES PRO M EMMNQ MLUM Had T w 011s REWOMII PAI&IWi 2 SPAM PER UNIT PLUS 1 SPACE Hey 4 JXIR led MOST P"Na U TOMB Sx25NQ5 + Sit I WEES A 7AEf /4 UNITS) 117 PARKING BALES KWRW MAL Mro WARNING FOR IgMW : 52 UNITS x 2 GARAQ SPACES =104 + 6 OFT Miller PARKING 59ACES =Alp WMMxa RE IM NT M MET MM 0 STREET PARKING AVAV ON ONE 9DE OF ME ST W IIRRA08 IN. AND MMMA is 2Ant'u G T ATW Fait FRI / Waar.'e & SMr% Rml PARKING 20 SALES FOR OFlC£ /CMMOAL N93LAME C W 7 G ORDNANCE. A PARKING SPACE PROMED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. GENERAL CONSTRUCTION NOTES: 1 Prior to any construction within any existing public right-of-way, including connection to any existing road permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not aaurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and constrvclmn methods shall conform to current specifications and standards of VDOT unless otherwise Rated. 3. Erosion and fiiltotian control measures shell be proPded in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horidemo:vertieoi). %we reasonably obtainable, lewd stapes of 31 or better are to be a,Nl eveO 6 Paved rip -rap or stabiraton mat lined ditch may be requred when in the opinion of the County Engineer, or designee, It is downed neceevery in ended to stabl Ze a dommuge channel ]. All traffic control signs shall conform width the Virginia Manual for UnIfform Traffic Control III B. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe-OASS III. 9 All excavation for underground pipe installation must comply with OSHA Standards far Me Construction Industry (29 Car Port 1926). GENERAL CONSTRUCTION NOTES FOR STREETS: I. Construction inspection of all proposed roads within the development will be made by the County. The contractor must natty the Department of Community Development (296- 5832) 48 hours in advance of the start of contra lon. 2 Upon completion of fine grading and preparation of the roadbed wbgrade the contractor shall have CM tests performed on the substage VAL Three (3) copes of the test results shall be Submitted to the County. If a subgmde sal CBR of 10 or greater is not obtainable, a reused pavement design shall be made by the desgn engineer and submitted with the test results fa- Approval 3 Surface drainage and pipe discharge must be retained within the public right of way or within easements prior to acceptance by the County. All drainage CREDIT easements are to be extended to a boundary lips or a natural watercourse 4 GlardmT locators are Appmxfoale, Exact length location and appropriate end treatments will be field "I at the time of construction Additional guardrail may be required at locations not shown when in the opinion of the County Engneer, or designee d is deemed necessary. When guardral u required, it shall be installed Spur (4) feet offset from the edge of pavement to the face of guardrail and roadway shoulder wil shall be increased to seven (7) feet. 5 Whale urban c mss loci sections are instaled All residential driw entrances shall conform to V rural CG 9(A, B or C) 6 Where e rural ads sections are Installed, all residential driveway entrances shall conform to VDm standard HE 1. ] show once with the minimum pavement l shoulder r and ditch motors, as shown on the TyPCOI pavement snsTim detail, shall be stcgy adhered to. 8 Road plan approval for subdivisions expire s subject ig final d demarcn plat n" appr Should the final plat for this an protect expire pror to signing and rmadahw, then approval of these 9 Alaw shall be null end vole ll signs or other regulatory genres shall Conform with the Virginia Manual for Uniform Traffic dina Central Mavices and the Albematle Canty Road Naming and Property Numbering Ordinance c and Manual. 10 Traffic Control or other regulatory sgns or barricades shall he installed by the developer when o the opinion ofd County Engineer or dengums they are deemed necessary n order a Previte to b and consistent access 11 The speed limits byVto be posted On speed I'unit signs are 5 mph below Me des gn speed or as deform nee by VD-I for CD-2 roods public 12 mate standard CD -I or W 2 Cross grans antler to be nslalletl under the subbase material o all in and EI is required and grade sag pants as shown s the road profiles 13. in Video Cam era 'POT a'a ur required for all storm sewers and culverts that ore deemed inaccessible it SPOT or County 'merationG The rodeo dure and shall a ff or County W accordance with WOis video AAmero nspmtion procedure and width a VDOT or County Repels present GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1 The plan approving Autharlty must be notified one weak prior to me pre construction conference, one week prior to the commencement of land dsturbng activity, and one weak prior to the final inspect on 2 All erasion and Sediment control measures will be constructed and maintained according to minimum standards and specifications of the Yrgna Erosion and Sediment Control Handbook and Yrglms Regulations W 625-02-00 Erosion and Sedment Control Regulatans 3 All erase and sediment control meacleards are to be placed pried to a as the first step In clearing. 4 A Copy of the approved Mideast and sediment control plan shall be maintained on the site at all times 5 Prior to Commanding land disturbing ori in Gress other than Indicated on these plans (ncluding, but not limited TV off site borrow or waste areas) the contractor shall submit a supplementary erosion control plan to the owner for review and approval by One plan approving authority. 6. The contractor is responsible for installation of any CddlCOnal erosion control mesures necessary to prevent erosion and sedimentation As determined by the plan approving authority. ] All disturbed areas are to drain to approved sediment control measured at all tunes during land disturbing activities And during site development until final stabs zafon is CCMeved. & During dewatering operations, water will be pumped into an approved filtering deuce. 9 The contractor shall Impact All erosion control measures penodiwlly and after each runoff producing ra nfall event Any necessary resides or clwnup to monlan The effectiveness of fine erwW control devices shall be made Iarvolu illy 10 All TO materal to be taken Rom an approved, designated borrow area 11. All waste materials shall be taken to an approved waste area Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris 12. Borrow or waste Areas are To be reddrand within 7 days of completion per Zoning Ordinance section 13. All inert materials shall be trensported in Compliance with section 13 -Ml of the Code of Albemarle 14. Bared, All or waste activity invdving industrial -type power equipment shall be limited to the hours of 7:00am to 9 O 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral appore or order to minimize any hazard TD persons, physical damage to Adjacent land and improvements, and damage to any public steel because of speak, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove M convert to permanent stormwater management facilities where applicable all erosion control rinvisdares required by this plan regardless of the sale of any lot, unit, building or other portion of the property. D. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist a 50/50 mix of Annual Brennan and Cereal Winter Rye, or in March And April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80165 /1011sf. Alternatives are subject to approval by the County erosion contra inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, odd mulch. Agricultural grade limestone shall be applied at 90lbs/100i incoryoraterd into the top 4-6 inches of ail, Fertilizer shall be applied At Moron /awe and consist of a 10 -20 -10 nutrient rate Permanent seeding shall be Applied of 180 d /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Permnial Ryegraw or Kentucky Bluegraw. Straw mulch is to be applied at 801bs /1004.. Alternatives are subject to approval by the County erosion conYml inspector. 19. Maintenance: All measures are to be inspected weekly and after ad& rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt taps are to be cleaned when 50% of the wet storage volume Is filled with sediment All seeded areas are to be seeded when necessary to Achieve a goad stand of grass. Silt force and diversion dyAes which are cdlecting sediment to half their height must be cleaned and repaired mmedialay. 20. All temporary erosion and sediment contrd measures are to be removed within 30 days of final site stabllization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void If the owner does not obtain a permit within 1 year of the date of approval. (Water PrelecTlon Ordinance section 17-204,&) 22. Permanent vegetation shill be Installed on all denuded areas within nine (9) months after the date the land disturbing acllvlty commmws. (Water Protection Ordinance section 1] -2070) table D - Lot Regulations (In feet( M /M Sq F- g d D t by U by BI Black Fort Type Min Units Lot Width I Density per Are Front Build -To L Block M um S...__.. SetbaWsPAY 41 S ql - Farcre y 5,000 60+ Block 2 15 -30 75 5 -� 10 0 Sonde Family BIo& 3 < 60 10 10 -30 150 0 -- 0 ' BI °k 4 i M1 e� 0 16' -35 NIA F 5 -2° SOLD _ 3 _._0 10 : 5 Mutt' Pao N 0 NIA 0 1 -15 _5 e 4 it 1 65 Mixed Use _ 0 N/A Dime 1 -15 red 4 15 52 � - I I Non Residents REQUIRED N/A / CONCRETE I -15 RETAIN 4 15 RT RIGHT C/C CENTER TO CENTER R/W RIGHT OF WAY C &U CURB AND GLITCH Table E - Maximum BIT tang Heights Blocks 1 & 3 50 Feer Block Z }8 F < Blocks 4 -7 }d Tort a andM RFS IX DEMSTY. 4.19 UMT /ACNE (ANFA Mae T9 CCMNTE DENSTY Mit NOT INCLUDE &OOHS 4-7) PIRCIPMED Allat _HAND Bid (DO LOPS X 10) +AS M(fi,DDDY Carl =used we OURMLUiL VACANT 4BfL RMNHOk1r5 Al VM5), N" FAMILY DU D (24 UPS), SINGLE FAMILY DUPLEX (0). a M/w MIN (AM So AND SUMMUM PRE {EE9.WMPT1(7) % POST- ORELWMET(SO x RESOwTAL LOTS 0 0 10.00 Ap 352 PlBllc x 0 a (AND ACRES 22n DxTRN ) PRIVATE ALLEY Old 0 0 0,17 ACRES 06 CWxfak LOT 0 0 an ACRES 16 Wd SPACE/PMo M772 ACRES 100 1153 ACHES ADD MIAL 2063 ACRES IN% M63 ACRES 1005 NFf m ARAB RNM/PARXNa AREAS OPENS ACRES CpIC 7 wAM6 TWO Arfe PRIPoSFO WIMMS: WHO ACRES WMWAYS LOWLS ACRES MN IMPERMWS MFR: 9571 ACRES PARYING TAPo AMN FOR soli PAM", REDUNfD PARKING, 2 SPAES PER UNIT A UN15 X 2 worol PER UNIT = 136 Vi 1Y PARING SPACES PRO M EMMNQ MLUM Had T w 011s REWOMII PAI&IWi 2 SPAM PER UNIT PLUS 1 SPACE Hey 4 JXIR led MOST P"Na U TOMB Sx25NQ5 + Sit I WEES A 7AEf /4 UNITS) 117 PARKING BALES KWRW MAL Mro WARNING FOR IgMW : 52 UNITS x 2 GARAQ SPACES =104 + 6 OFT Miller PARKING 59ACES =Alp WMMxa RE IM NT M MET MM 0 STREET PARKING AVAV ON ONE 9DE OF ME ST W IIRRA08 IN. AND MMMA is 2Ant'u G T ATW Fait FRI / Waar.'e & SMr% Rml PARKING 20 SALES FOR OFlC£ /CMMOAL N93LAME C W 7 G ORDNANCE. A PARKING SPACE PROMED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. GENERAL CONSTRUCTION NOTES: 1 Prior to any construction within any existing public right-of-way, including connection to any existing road permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not aaurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and constrvclmn methods shall conform to current specifications and standards of VDOT unless otherwise Rated. 3. Erosion and fiiltotian control measures shell be proPded in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horidemo:vertieoi). %we reasonably obtainable, lewd stapes of 31 or better are to be a,Nl eveO 6 Paved rip -rap or stabiraton mat lined ditch may be requred when in the opinion of the County Engineer, or designee, It is downed neceevery in ended to stabl Ze a dommuge channel ]. All traffic control signs shall conform width the Virginia Manual for UnIfform Traffic Control III B. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe-OASS III. 9 All excavation for underground pipe installation must comply with OSHA Standards far Me Construction Industry (29 Car Port 1926). GENERAL CONSTRUCTION NOTES FOR STREETS: I. Construction inspection of all proposed roads within the development will be made by the County. The contractor must natty the Department of Community Development (296- 5832) 48 hours in advance of the start of contra lon. 2 Upon completion of fine grading and preparation of the roadbed wbgrade the contractor shall have CM tests performed on the substage VAL Three (3) copes of the test results shall be Submitted to the County. If a subgmde sal CBR of 10 or greater is not obtainable, a reused pavement design shall be made by the desgn engineer and submitted with the test results fa- Approval 3 Surface drainage and pipe discharge must be retained within the public right of way or within easements prior to acceptance by the County. All drainage CREDIT easements are to be extended to a boundary lips or a natural watercourse 4 GlardmT locators are Appmxfoale, Exact length location and appropriate end treatments will be field "I at the time of construction Additional guardrail may be required at locations not shown when in the opinion of the County Engneer, or designee d is deemed necessary. When guardral u required, it shall be installed Spur (4) feet offset from the edge of pavement to the face of guardrail and roadway shoulder wil shall be increased to seven (7) feet. 5 Whale urban c mss loci sections are instaled All residential driw entrances shall conform to V rural CG 9(A, B or C) 6 Where e rural ads sections are Installed, all residential driveway entrances shall conform to VDm standard HE 1. ] show once with the minimum pavement l shoulder r and ditch motors, as shown on the TyPCOI pavement snsTim detail, shall be stcgy adhered to. 8 Road plan approval for subdivisions expire s subject ig final d demarcn plat n" appr Should the final plat for this an protect expire pror to signing and rmadahw, then approval of these 9 Alaw shall be null end vole ll signs or other regulatory genres shall Conform with the Virginia Manual for Uniform Traffic dina Central Mavices and the Albematle Canty Road Naming and Property Numbering Ordinance c and Manual. 10 Traffic Control or other regulatory sgns or barricades shall he installed by the developer when o the opinion ofd County Engineer or dengums they are deemed necessary n order a Previte to b and consistent access 11 The speed limits byVto be posted On speed I'unit signs are 5 mph below Me des gn speed or as deform nee by VD-I for CD-2 roods public 12 mate standard CD -I or W 2 Cross grans antler to be nslalletl under the subbase material o all in and EI is required and grade sag pants as shown s the road profiles 13. in Video Cam era 'POT a'a ur required for all storm sewers and culverts that ore deemed inaccessible it SPOT or County 'merationG The rodeo dure and shall a ff or County W accordance with WOis video AAmero nspmtion procedure and width a VDOT or County Repels present GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1 The plan approving Autharlty must be notified one weak prior to me pre construction conference, one week prior to the commencement of land dsturbng activity, and one weak prior to the final inspect on 2 All erasion and Sediment control measures will be constructed and maintained according to minimum standards and specifications of the Yrgna Erosion and Sediment Control Handbook and Yrglms Regulations W 625-02-00 Erosion and Sedment Control Regulatans 3 All erase and sediment control meacleards are to be placed pried to a as the first step In clearing. 4 A Copy of the approved Mideast and sediment control plan shall be maintained on the site at all times 5 Prior to Commanding land disturbing ori in Gress other than Indicated on these plans (ncluding, but not limited TV off site borrow or waste areas) the contractor shall submit a supplementary erosion control plan to the owner for review and approval by One plan approving authority. 6. The contractor is responsible for installation of any CddlCOnal erosion control mesures necessary to prevent erosion and sedimentation As determined by the plan approving authority. ] All disturbed areas are to drain to approved sediment control measured at all tunes during land disturbing activities And during site development until final stabs zafon is CCMeved. & During dewatering operations, water will be pumped into an approved filtering deuce. 9 The contractor shall Impact All erosion control measures penodiwlly and after each runoff producing ra nfall event Any necessary resides or clwnup to monlan The effectiveness of fine erwW control devices shall be made Iarvolu illy 10 All TO materal to be taken Rom an approved, designated borrow area 11. All waste materials shall be taken to an approved waste area Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris 12. Borrow or waste Areas are To be reddrand within 7 days of completion per Zoning Ordinance section 13. All inert materials shall be trensported in Compliance with section 13 -Ml of the Code of Albemarle 14. Bared, All or waste activity invdving industrial -type power equipment shall be limited to the hours of 7:00am to 9 O 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral appore or order to minimize any hazard TD persons, physical damage to Adjacent land and improvements, and damage to any public steel because of speak, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove M convert to permanent stormwater management facilities where applicable all erosion control rinvisdares required by this plan regardless of the sale of any lot, unit, building or other portion of the property. D. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist a 50/50 mix of Annual Brennan and Cereal Winter Rye, or in March And April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80165 /1011sf. Alternatives are subject to approval by the County erosion contra inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, odd mulch. Agricultural grade limestone shall be applied at 90lbs/100i incoryoraterd into the top 4-6 inches of ail, Fertilizer shall be applied At Moron /awe and consist of a 10 -20 -10 nutrient rate Permanent seeding shall be Applied of 180 d /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Permnial Ryegraw or Kentucky Bluegraw. Straw mulch is to be applied at 801bs /1004.. Alternatives are subject to approval by the County erosion conYml inspector. 19. Maintenance: All measures are to be inspected weekly and after ad& rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt taps are to be cleaned when 50% of the wet storage volume Is filled with sediment All seeded areas are to be seeded when necessary to Achieve a goad stand of grass. Silt force and diversion dyAes which are cdlecting sediment to half their height must be cleaned and repaired mmedialay. 20. All temporary erosion and sediment contrd measures are to be removed within 30 days of final site stabllization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void If the owner does not obtain a permit within 1 year of the date of approval. (Water PrelecTlon Ordinance section 17-204,&) 22. Permanent vegetation shill be Installed on all denuded areas within nine (9) months after the date the land disturbing acllvlty commmws. (Water Protection Ordinance section 1] -2070) TABLE B - BLOCK AREAS AND USF DENSITY PER CODE OF DEMELOPM IC NT ff Bes) M /M Sq F- g d D t by U by BI Black 5 (in Min Units Disc n9 True I Density per Are 14 tl 5q Fts Genfpl II N Sal Block 1022 ,0 41 1 OR 5,000 IS0:00 Block 2 1451 75 1 a 103 0 0 BIo& 3 a.ao 10 �" 150 0 -- 0 ' BI °k 4 _ 4& 0 10 F 2 000 SOLD _ H0FV 223 : 5 20 N 0 0 -� 0 Beer _5 e _ D57 25 1 65 33� _ 0 0 Dime ] red 25 65 52 � 0 REQUIRED andM RFS IX DEMSTY. 4.19 UMT /ACNE (ANFA Mae T9 CCMNTE DENSTY Mit NOT INCLUDE &OOHS 4-7) PIRCIPMED Allat _HAND Bid (DO LOPS X 10) +AS M(fi,DDDY Carl =used we OURMLUiL VACANT 4BfL RMNHOk1r5 Al VM5), N" FAMILY DU D (24 UPS), SINGLE FAMILY DUPLEX (0). a M/w MIN (AM So AND SUMMUM PRE {EE9.WMPT1(7) % POST- ORELWMET(SO x RESOwTAL LOTS 0 0 10.00 Ap 352 PlBllc x 0 a (AND ACRES 22n DxTRN ) PRIVATE ALLEY Old 0 0 0,17 ACRES 06 CWxfak LOT 0 0 an ACRES 16 Wd SPACE/PMo M772 ACRES 100 1153 ACHES ADD MIAL 2063 ACRES IN% M63 ACRES 1005 NFf m ARAB RNM/PARXNa AREAS OPENS ACRES CpIC 7 wAM6 TWO Arfe PRIPoSFO WIMMS: WHO ACRES WMWAYS LOWLS ACRES MN IMPERMWS MFR: 9571 ACRES PARYING TAPo AMN FOR soli PAM", REDUNfD PARKING, 2 SPAES PER UNIT A UN15 X 2 worol PER UNIT = 136 Vi 1Y PARING SPACES PRO M EMMNQ MLUM Had T w 011s REWOMII PAI&IWi 2 SPAM PER UNIT PLUS 1 SPACE Hey 4 JXIR led MOST P"Na U TOMB Sx25NQ5 + Sit I WEES A 7AEf /4 UNITS) 117 PARKING BALES KWRW MAL Mro WARNING FOR IgMW : 52 UNITS x 2 GARAQ SPACES =104 + 6 OFT Miller PARKING 59ACES =Alp WMMxa RE IM NT M MET MM 0 STREET PARKING AVAV ON ONE 9DE OF ME ST W IIRRA08 IN. AND MMMA is 2Ant'u G T ATW Fait FRI / Waar.'e & SMr% Rml PARKING 20 SALES FOR OFlC£ /CMMOAL N93LAME C W 7 G ORDNANCE. A PARKING SPACE PROMED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. GENERAL CONSTRUCTION NOTES: 1 Prior to any construction within any existing public right-of-way, including connection to any existing road permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not aaurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and constrvclmn methods shall conform to current specifications and standards of VDOT unless otherwise Rated. 3. Erosion and fiiltotian control measures shell be proPded in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horidemo:vertieoi). %we reasonably obtainable, lewd stapes of 31 or better are to be a,Nl eveO 6 Paved rip -rap or stabiraton mat lined ditch may be requred when in the opinion of the County Engineer, or designee, It is downed neceevery in ended to stabl Ze a dommuge channel ]. All traffic control signs shall conform width the Virginia Manual for UnIfform Traffic Control III B. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe-OASS III. 9 All excavation for underground pipe installation must comply with OSHA Standards far Me Construction Industry (29 Car Port 1926). GENERAL CONSTRUCTION NOTES FOR STREETS: I. Construction inspection of all proposed roads within the development will be made by the County. The contractor must natty the Department of Community Development (296- 5832) 48 hours in advance of the start of contra lon. 2 Upon completion of fine grading and preparation of the roadbed wbgrade the contractor shall have CM tests performed on the substage VAL Three (3) copes of the test results shall be Submitted to the County. If a subgmde sal CBR of 10 or greater is not obtainable, a reused pavement design shall be made by the desgn engineer and submitted with the test results fa- Approval 3 Surface drainage and pipe discharge must be retained within the public right of way or within easements prior to acceptance by the County. All drainage CREDIT easements are to be extended to a boundary lips or a natural watercourse 4 GlardmT locators are Appmxfoale, Exact length location and appropriate end treatments will be field "I at the time of construction Additional guardrail may be required at locations not shown when in the opinion of the County Engneer, or designee d is deemed necessary. When guardral u required, it shall be installed Spur (4) feet offset from the edge of pavement to the face of guardrail and roadway shoulder wil shall be increased to seven (7) feet. 5 Whale urban c mss loci sections are instaled All residential driw entrances shall conform to V rural CG 9(A, B or C) 6 Where e rural ads sections are Installed, all residential driveway entrances shall conform to VDm standard HE 1. ] show once with the minimum pavement l shoulder r and ditch motors, as shown on the TyPCOI pavement snsTim detail, shall be stcgy adhered to. 8 Road plan approval for subdivisions expire s subject ig final d demarcn plat n" appr Should the final plat for this an protect expire pror to signing and rmadahw, then approval of these 9 Alaw shall be null end vole ll signs or other regulatory genres shall Conform with the Virginia Manual for Uniform Traffic dina Central Mavices and the Albematle Canty Road Naming and Property Numbering Ordinance c and Manual. 10 Traffic Control or other regulatory sgns or barricades shall he installed by the developer when o the opinion ofd County Engineer or dengums they are deemed necessary n order a Previte to b and consistent access 11 The speed limits byVto be posted On speed I'unit signs are 5 mph below Me des gn speed or as deform nee by VD-I for CD-2 roods public 12 mate standard CD -I or W 2 Cross grans antler to be nslalletl under the subbase material o all in and EI is required and grade sag pants as shown s the road profiles 13. in Video Cam era 'POT a'a ur required for all storm sewers and culverts that ore deemed inaccessible it SPOT or County 'merationG The rodeo dure and shall a ff or County W accordance with WOis video AAmero nspmtion procedure and width a VDOT or County Repels present GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1 The plan approving Autharlty must be notified one weak prior to me pre construction conference, one week prior to the commencement of land dsturbng activity, and one weak prior to the final inspect on 2 All erasion and Sediment control measures will be constructed and maintained according to minimum standards and specifications of the Yrgna Erosion and Sediment Control Handbook and Yrglms Regulations W 625-02-00 Erosion and Sedment Control Regulatans 3 All erase and sediment control meacleards are to be placed pried to a as the first step In clearing. 4 A Copy of the approved Mideast and sediment control plan shall be maintained on the site at all times 5 Prior to Commanding land disturbing ori in Gress other than Indicated on these plans (ncluding, but not limited TV off site borrow or waste areas) the contractor shall submit a supplementary erosion control plan to the owner for review and approval by One plan approving authority. 6. The contractor is responsible for installation of any CddlCOnal erosion control mesures necessary to prevent erosion and sedimentation As determined by the plan approving authority. ] All disturbed areas are to drain to approved sediment control measured at all tunes during land disturbing activities And during site development until final stabs zafon is CCMeved. & During dewatering operations, water will be pumped into an approved filtering deuce. 9 The contractor shall Impact All erosion control measures penodiwlly and after each runoff producing ra nfall event Any necessary resides or clwnup to monlan The effectiveness of fine erwW control devices shall be made Iarvolu illy 10 All TO materal to be taken Rom an approved, designated borrow area 11. All waste materials shall be taken to an approved waste area Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris 12. Borrow or waste Areas are To be reddrand within 7 days of completion per Zoning Ordinance section 13. All inert materials shall be trensported in Compliance with section 13 -Ml of the Code of Albemarle 14. Bared, All or waste activity invdving industrial -type power equipment shall be limited to the hours of 7:00am to 9 O 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral appore or order to minimize any hazard TD persons, physical damage to Adjacent land and improvements, and damage to any public steel because of speak, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove M convert to permanent stormwater management facilities where applicable all erosion control rinvisdares required by this plan regardless of the sale of any lot, unit, building or other portion of the property. D. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist a 50/50 mix of Annual Brennan and Cereal Winter Rye, or in March And April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80165 /1011sf. Alternatives are subject to approval by the County erosion contra inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, odd mulch. Agricultural grade limestone shall be applied at 90lbs/100i incoryoraterd into the top 4-6 inches of ail, Fertilizer shall be applied At Moron /awe and consist of a 10 -20 -10 nutrient rate Permanent seeding shall be Applied of 180 d /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Permnial Ryegraw or Kentucky Bluegraw. Straw mulch is to be applied at 801bs /1004.. Alternatives are subject to approval by the County erosion conYml inspector. 19. Maintenance: All measures are to be inspected weekly and after ad& rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt taps are to be cleaned when 50% of the wet storage volume Is filled with sediment All seeded areas are to be seeded when necessary to Achieve a goad stand of grass. Silt force and diversion dyAes which are cdlecting sediment to half their height must be cleaned and repaired mmedialay. 20. All temporary erosion and sediment contrd measures are to be removed within 30 days of final site stabllization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void If the owner does not obtain a permit within 1 year of the date of approval. (Water PrelecTlon Ordinance section 17-204,&) 22. Permanent vegetation shill be Installed on all denuded areas within nine (9) months after the date the land disturbing acllvlty commmws. (Water Protection Ordinance section 1] -2070) GENERAL ARAN ABM (ED) MAX PROPOSED BLOCK AREAS AND USE DENSITY _ Block P reposed ( Block e) zzc IF I $q reneger Rrsd L ce,eB, u t g d Laski by U Detente N Dene1 A z by Block H residential Far AHEAD am MONUMENT CONCRETE 164r NIC SOON IB U 2 150] 96 NOT TO SCALE THE � D ck 5__M1.29 L ON CENTER _IM 3.26 OH 0 andM RFS IX DEMSTY. 4.19 UMT /ACNE (ANFA Mae T9 CCMNTE DENSTY Mit NOT INCLUDE &OOHS 4-7) PIRCIPMED Allat _HAND Bid (DO LOPS X 10) +AS M(fi,DDDY Carl =used we OURMLUiL VACANT 4BfL RMNHOk1r5 Al VM5), N" FAMILY DU D (24 UPS), SINGLE FAMILY DUPLEX (0). a M/w MIN (AM So AND SUMMUM PRE {EE9.WMPT1(7) % POST- ORELWMET(SO x RESOwTAL LOTS 0 0 10.00 Ap 352 PlBllc x 0 a (AND ACRES 22n DxTRN ) PRIVATE ALLEY Old 0 0 0,17 ACRES 06 CWxfak LOT 0 0 an ACRES 16 Wd SPACE/PMo M772 ACRES 100 1153 ACHES ADD MIAL 2063 ACRES IN% M63 ACRES 1005 NFf m ARAB RNM/PARXNa AREAS OPENS ACRES CpIC 7 wAM6 TWO Arfe PRIPoSFO WIMMS: WHO ACRES WMWAYS LOWLS ACRES MN IMPERMWS MFR: 9571 ACRES PARYING TAPo AMN FOR soli PAM", REDUNfD PARKING, 2 SPAES PER UNIT A UN15 X 2 worol PER UNIT = 136 Vi 1Y PARING SPACES PRO M EMMNQ MLUM Had T w 011s REWOMII PAI&IWi 2 SPAM PER UNIT PLUS 1 SPACE Hey 4 JXIR led MOST P"Na U TOMB Sx25NQ5 + Sit I WEES A 7AEf /4 UNITS) 117 PARKING BALES KWRW MAL Mro WARNING FOR IgMW : 52 UNITS x 2 GARAQ SPACES =104 + 6 OFT Miller PARKING 59ACES =Alp WMMxa RE IM NT M MET MM 0 STREET PARKING AVAV ON ONE 9DE OF ME ST W IIRRA08 IN. AND MMMA is 2Ant'u G T ATW Fait FRI / Waar.'e & SMr% Rml PARKING 20 SALES FOR OFlC£ /CMMOAL N93LAME C W 7 G ORDNANCE. A PARKING SPACE PROMED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. GENERAL CONSTRUCTION NOTES: 1 Prior to any construction within any existing public right-of-way, including connection to any existing road permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not aaurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and constrvclmn methods shall conform to current specifications and standards of VDOT unless otherwise Rated. 3. Erosion and fiiltotian control measures shell be proPded in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horidemo:vertieoi). %we reasonably obtainable, lewd stapes of 31 or better are to be a,Nl eveO 6 Paved rip -rap or stabiraton mat lined ditch may be requred when in the opinion of the County Engineer, or designee, It is downed neceevery in ended to stabl Ze a dommuge channel ]. All traffic control signs shall conform width the Virginia Manual for UnIfform Traffic Control III B. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe-OASS III. 9 All excavation for underground pipe installation must comply with OSHA Standards far Me Construction Industry (29 Car Port 1926). GENERAL CONSTRUCTION NOTES FOR STREETS: I. Construction inspection of all proposed roads within the development will be made by the County. The contractor must natty the Department of Community Development (296- 5832) 48 hours in advance of the start of contra lon. 2 Upon completion of fine grading and preparation of the roadbed wbgrade the contractor shall have CM tests performed on the substage VAL Three (3) copes of the test results shall be Submitted to the County. If a subgmde sal CBR of 10 or greater is not obtainable, a reused pavement design shall be made by the desgn engineer and submitted with the test results fa- Approval 3 Surface drainage and pipe discharge must be retained within the public right of way or within easements prior to acceptance by the County. All drainage CREDIT easements are to be extended to a boundary lips or a natural watercourse 4 GlardmT locators are Appmxfoale, Exact length location and appropriate end treatments will be field "I at the time of construction Additional guardrail may be required at locations not shown when in the opinion of the County Engneer, or designee d is deemed necessary. When guardral u required, it shall be installed Spur (4) feet offset from the edge of pavement to the face of guardrail and roadway shoulder wil shall be increased to seven (7) feet. 5 Whale urban c mss loci sections are instaled All residential driw entrances shall conform to V rural CG 9(A, B or C) 6 Where e rural ads sections are Installed, all residential driveway entrances shall conform to VDm standard HE 1. ] show once with the minimum pavement l shoulder r and ditch motors, as shown on the TyPCOI pavement snsTim detail, shall be stcgy adhered to. 8 Road plan approval for subdivisions expire s subject ig final d demarcn plat n" appr Should the final plat for this an protect expire pror to signing and rmadahw, then approval of these 9 Alaw shall be null end vole ll signs or other regulatory genres shall Conform with the Virginia Manual for Uniform Traffic dina Central Mavices and the Albematle Canty Road Naming and Property Numbering Ordinance c and Manual. 10 Traffic Control or other regulatory sgns or barricades shall he installed by the developer when o the opinion ofd County Engineer or dengums they are deemed necessary n order a Previte to b and consistent access 11 The speed limits byVto be posted On speed I'unit signs are 5 mph below Me des gn speed or as deform nee by VD-I for CD-2 roods public 12 mate standard CD -I or W 2 Cross grans antler to be nslalletl under the subbase material o all in and EI is required and grade sag pants as shown s the road profiles 13. in Video Cam era 'POT a'a ur required for all storm sewers and culverts that ore deemed inaccessible it SPOT or County 'merationG The rodeo dure and shall a ff or County W accordance with WOis video AAmero nspmtion procedure and width a VDOT or County Repels present GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1 The plan approving Autharlty must be notified one weak prior to me pre construction conference, one week prior to the commencement of land dsturbng activity, and one weak prior to the final inspect on 2 All erasion and Sediment control measures will be constructed and maintained according to minimum standards and specifications of the Yrgna Erosion and Sediment Control Handbook and Yrglms Regulations W 625-02-00 Erosion and Sedment Control Regulatans 3 All erase and sediment control meacleards are to be placed pried to a as the first step In clearing. 4 A Copy of the approved Mideast and sediment control plan shall be maintained on the site at all times 5 Prior to Commanding land disturbing ori in Gress other than Indicated on these plans (ncluding, but not limited TV off site borrow or waste areas) the contractor shall submit a supplementary erosion control plan to the owner for review and approval by One plan approving authority. 6. The contractor is responsible for installation of any CddlCOnal erosion control mesures necessary to prevent erosion and sedimentation As determined by the plan approving authority. ] All disturbed areas are to drain to approved sediment control measured at all tunes during land disturbing activities And during site development until final stabs zafon is CCMeved. & During dewatering operations, water will be pumped into an approved filtering deuce. 9 The contractor shall Impact All erosion control measures penodiwlly and after each runoff producing ra nfall event Any necessary resides or clwnup to monlan The effectiveness of fine erwW control devices shall be made Iarvolu illy 10 All TO materal to be taken Rom an approved, designated borrow area 11. All waste materials shall be taken to an approved waste area Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris 12. Borrow or waste Areas are To be reddrand within 7 days of completion per Zoning Ordinance section 13. All inert materials shall be trensported in Compliance with section 13 -Ml of the Code of Albemarle 14. Bared, All or waste activity invdving industrial -type power equipment shall be limited to the hours of 7:00am to 9 O 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral appore or order to minimize any hazard TD persons, physical damage to Adjacent land and improvements, and damage to any public steel because of speak, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove M convert to permanent stormwater management facilities where applicable all erosion control rinvisdares required by this plan regardless of the sale of any lot, unit, building or other portion of the property. D. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist a 50/50 mix of Annual Brennan and Cereal Winter Rye, or in March And April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80165 /1011sf. Alternatives are subject to approval by the County erosion contra inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, odd mulch. Agricultural grade limestone shall be applied at 90lbs/100i incoryoraterd into the top 4-6 inches of ail, Fertilizer shall be applied At Moron /awe and consist of a 10 -20 -10 nutrient rate Permanent seeding shall be Applied of 180 d /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Permnial Ryegraw or Kentucky Bluegraw. Straw mulch is to be applied at 801bs /1004.. Alternatives are subject to approval by the County erosion conYml inspector. 19. Maintenance: All measures are to be inspected weekly and after ad& rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt taps are to be cleaned when 50% of the wet storage volume Is filled with sediment All seeded areas are to be seeded when necessary to Achieve a goad stand of grass. Silt force and diversion dyAes which are cdlecting sediment to half their height must be cleaned and repaired mmedialay. 20. All temporary erosion and sediment contrd measures are to be removed within 30 days of final site stabllization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void If the owner does not obtain a permit within 1 year of the date of approval. (Water PrelecTlon Ordinance section 17-204,&) 22. Permanent vegetation shill be Installed on all denuded areas within nine (9) months after the date the land disturbing acllvlty commmws. (Water Protection Ordinance section 1] -2070) HOPE HIGH DENSITY POLYETHYLENE INV INVERT GENERAL ARAN ABM (ED) MAX MAXIMUM Add ADJUST MIN MINIMUM AHD AHEAD am MONUMENT CONCRETE APRs APPROXIMATE NIC NOT IN CONTRACT BC BACK OF CURB TUTS NOT TO SCALE THE BASEIMT ROOK ELEVATION CC ON CENTER BIT BITUMINOUS OH OVERHEAD BK BACK PE POLYEIHYI£NE DM BENCHMARK PERF PERFORATED BS BOTTOM C£ SLOPE PROP PROPOSED CB CATCH BASIN PRAM PRONDED CG12 ACCESSIBLE CURB RAMP AWe PAVED WATER WAY -- - - -- CENTER UNE RCP REINFORCED CONCRETE PIPE CL CHAIN Me REM REMOVE CMP CORRUGATED METAL PIPE REDD REQUIRED Case CONCRETE R9 RETAIN CY CURB YARDS RT RIGHT C/C CENTER TO CENTER R/W RIGHT OF WAY C &U CURB AND GLITCH R &D REMOVE AND DISPOSE CIA DIAMETER R &R REMOVE & RESET EL ELEVATION SD SIGHT DISTANCE Beer BEVAMIN SO SQUARE ES END BECTON TA STATION Ed END WALL SW SIDEWALK EX EXISTING SWTL SOLD WHITE EDGE LINE EAST EASBNG SWtL SOLD WERE LANE USE FEW FOUNDAUON TRA TO BE ABANOMED HE FINISHED ROIJP ELEVATION 1BP. TO BE REMOVED Gen GRADE TO DRAIN TO TOP OF CURB IFIRON FOUND IS 70P DF SLOPE IS IRON SET TIP TYPICAL LA LANDSCAPE AREA UG UNDERGROUND LOO LMIT OF DISTURBANCE VESCHVA, OE CONTROL HANDBOOK IF Al FEET IDS YARDS LT LIFT " UPILTIIF IRON FOUND ARV AIR RELEASE VALVE MIT MANHOLE BOA BLOW OF ASSEMBLY PVC POLYAWL CHLORIDE CO CLFANOUT RIM RIM REVARON Cre CABLE TIENSIGN SAN SANITARY DI DROP INLET See STIMMWATER CONVEYANCE CHANNEL DIP DUCTILE IRON PIPE SD STORM Free ELECIMC SW DRAINAGE STRUCTURE fH PRE HYDRANT TSV TAPPING SIEVE & VALVE FM FORCE MAIN UP UTMtt POLE F &C FRAME AND COYER AM WATER THE F&G FRAME AND GRATE WM WATER METER GT GREASE MAP NN WATER VALVE 6V GATE VALVE 6 "V 6' VALVE HOPE HIGH DENSITY POLYETHYLENE INV INVERT a EPIq 1. ME CWITRACTER IS REWIAD TO OBTAIN ANY /All PERMITS REQUIRED Rft CCXSIRUCTCN OF MESS RAMS. 2 ANY TIME hi IS PERFORMED OFF -AT OR WMIN AN EXISTING EASEMENT, ME CONTRACTOR IS N NOTFY ME HOLDER OF SAID EA MT AS TO ME HAVE OF PRGPo WORK AND TD FOLLOW ANY WIL4EII OR STANDARM WM ABU ASSOCIATED WM OR REERENC37 IN ME RECORDED EASEMENT, 3. ME CONTRAVOR 15 TO CHECK THAT All GSNIFH$ LETTERS OF PERA690N. ETC, ARE RMORMD AVAINEO PMOR TO ME SYMT WE ANY CONSIRIICIIW. A WM MR TO AMMY ALL SHE PTINS AMID MeasuES AND DEEMS FOR CCNSSTENCY AND IF W CM EXISTS, CONTACT ENGMzffl I'M pARIFlCATON ANO/ER GIRECTCN. INTERPPSTAMIN DETERMINED BY WNIRACION HALL W DIXE AT WSPM °W RISK. 6. ME WNTUCI IS TO VFRHY THAT ME RU.00ATON OF ALL EXISHING UTMES IN Ofifir T WM PROPOSED WTRN HAS BEEN Ca an IXCLUMNC nun POLAS. 6, CONTACTOR SHALL CMLY WM FFROnG ANN MFE PRFSRVATM 96NAG£ REQUIRED BY ASEMARE COUNTY WOE 7. CWT ACI W MALL NOT RELY S Y M MCTNNIC MEADOWS OF MANS. SPEOFMATCNS Me DATA FILES THAT ARE OBTAINED EOM ME CERAMI BUT VALE VERIFY ILCATON OF PROJECT FEATURES IN ACCORNME MPH ME PAPER COPIES OF ME PUSH AND SPEMFlCATONS THAT ME SUPPLIED AS Peat OF ME C RAU DCCUM B & MNMACMR SHALL COMPLY WY ALL WETLAND PERMIT REQUIREMENTS, If A PEMT OSIS. 9. CONTRACTOR AMLL M RESPoN9ftE FOR ALL REWATOS, (UNLESS OMn%W NCTD W PLANS) INCLUpNG, fir PDT UMIM M. ALL MMES, SICRM DRAINAGE, SOUS recd C SGN & PpFS ETC. AS REgMRD, ALL YMED: SHALL BE IN ACCORDANCE WTl GOVERNING AUT UlR ES WQUI,HIENM AND Pmbeff 9T:MORK 5 MCAfiMS AND SHALL We APP WD BY SUCH, ALL COST STALL BE INCLUDED IN BABE Me TO MPACO SHALL CON1 B1CPo7WATER WHOR DURING COMMUGTON TO PREVENT ADYEResume TO OFF ONE AREAS AND SHALL BE RM+ BV TO REPAIR RMTANG DAMAGES, If ANY. AT NO CM TO OWME. ® PARKING COUNT N O 1 N 1 GaosswALx LL ACCESSIBLE CURB RAMP t + {, HANDICAP PARKING V'AN- ACCESSBLE HANDICAP PARKING ❑ lG T CONCRETE PAVEMENT / SIDEWALK H !iw RIPRAP o NEW ASPHALT GRASS EC -2 BLANKET MATTING NOTES' t THE SIZE OF THE SYMBOLS MAY ROM EC -3 TYPE A 2 ALL ABBRENATIIXS AND SYMB WIM C -3 TYPE B O WEIAND 11, ME PROJECT Disel MORE MAN WE Add OF LAND AND FAILS WMI ME wSUMA, nWMwAIER MANAGEMENT PRIXAAL (AANAI GENERAL CONSTRUCR%N PERMIT (GOP) PROGUNM AS Al1NINISTEREO BY ME AMMA DEPMW NT OF PoNSERVATON AND RMNATICH DMA) UNDER THE WRSDICTW OF ME EPA. MOM TO ME START OF CWISIRUCIIrW, ME WIWACIRM SHALL PN£ A ad NOTICE C£ WTpR ART ME DCN AND PREPARE A STOMIWATER PREVFNTON PLAN IN ACMMMM WIN THE SEND REGULATIONS. 12 CONMACffR SHALL Cp INAlE WM ALL MNY CCMPANIE9 M INSTALLATON RMUREMENTS AND SPECIHCATONS 13, CONTNCTQi SHALL DE RPwMN IE MR STE SEPATY AND JW PATEN MNSIMIUM ACTVmES SHALL BE IN ACCORDANCE MIX RVA SUMMARY Aral LOCAL REWIflf11FMS M. CNMACNR 41ALL DISPOSE W DEMCUTW MARC IN ACCMMM MM APPLCABIE EETWN, STATE AND LOCAL I QUIONS, ORMANCES AND STATUTES. 15 Banks UTLTES SHALL BE TERMIRATED, UNLESS OMERMSE NOTED, W CCNFOANANCE WIN LOCAL, SAT: AND IN DIDUAL UTUtt COMPANY STANDARDS' DECIFlCATR5, AND DETAILS. ME CONTRACTOR STALL COOPI UTILITY Sf M DISCONNECTS MM ME UTmtt REPRESENTAT4ES GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum mouWre content. All fill material to be approved by G geotechnical englnwr. A gwunfib cal mginem is to be present during construction of dams 2. Pipe and riser pints are to be watealght within stormwater management faculties. 3. For tempoary sediment traps or basins which are to be converted to permanent sla-mwatm management faalNlaes, remission is not to take place Lett the site is stabilized, and permusion has been obffidned Rom the County erosion control inspector. ARE NOTES: I. VAbilily of all mechonisai equipment Ram the Entrance Corridor shall be eliminated. 2. All light fixtures shall be 3,000 lumens or IRA 3. Window glass mTerla: visible Ilght transmittance (YET) shall not drop below 409. Visible tight refleatanw (MLR) shall not exceed 309 %. ELECTRIC MANHOLE ELECTRIC METER LIGHT POLE TF1f ME MANHOLE TRANSFORMER PAD mulm POLE GUY POLE MATCHUNE VARY FROM THOSE SHOWN. LNS SHOWN MAY NOT BE USED. $1 ui EXIST PROP DESCRIPFION EXIST PROP DESCRIPTION L s` ono - -- -- PROPERTY LINE r 12`TC TOP OF CURB E1£VAPON ,P a - -- ADJACENT PROPERTY UNE s a A inc BOTTOM OF CURB ELEVATION U,.wee a O ever _ -- - - -- - -- - VACATED PRWERtt UNE -. : Y_ v 12°FL FLOW UNE ELEVAHON ,C M E d d W E� - - -- EASEMENT i' ":- . 12`EOP EDGE OF PAVEMENT ELEVATION LU w q C-) q CA BUILDING SETBACK _ r 12° SPOT ELEVATION O al .... �} BUILD TO LINE .:`: ": a 1277W TOP OF WALL ELEMER N a.11 1E SONNIG UNE :. '.. x Crime 80T OF WALL EUVATTON d r _ IESi PIT LOCATON/BORING LCCAPCN �d ion m N +...r..+..., LU w LIMIT OFF OISNRBANCE age C - ,N 0 - - -- FlL1pDPWN IIMIi BENCHMARK_ V y " O IRON FOUND :. er DUFfER ZONE �.' OMA - -- - - - - -- RNA - RESOURCE MANAGEMENT AREA -- - -- -- is - -. UNDEADRNN L+ Ny - mA EPA - RESOURCE PROIECTCN AREA DRAINAGE ONE �b C� .. -. z. _ -- ROOF DRAIN per. EDGE OF GRAVEL J r SEWER ME N F NIYiERB - - - -- EDGE OF PAVf]dENT c. No. 3102�9 C - __ a TRENCH DRAIN / 9a .9�� -,( so STANDARD G" CURB 6 �t On d -. WATER UNE �'P5 /ANAL b TyGt - - -- STANDARD 4" CURB 'T FIRE PROTECTION UNE ti S COMBINATION fi" CURB is GUi1F,4 _..ox WATER SURFACE UNE COMBINATION a CURB & GUTTER ° GAS ONE PIKE LANE STRIPING -- '" OVERHEAD ELECTRIC III so Ed w 4' BUILDING ENTRANCE _ UNDERGROUND ELECTRIC Is LOADING DOCK -- " OVERHEAD TELEPHONE UNE Z So ad • BOLLARD - UNDERGROUND i PFME LINE rn as DUMPSIER PAD "" °- CAM£ ry Co- per ^° m 'm a ° a o ORAN INLET a ' SIEFL GUARDRAIL ® BRAIN MANHOLE do de WOOD GUARDRAIL E PLUG OR STUD m - -" "- -' "- -' -- - ===T� FLARED END SECTION LuZ Lu -- - _ -- PATH DWALL AS � � � TREE UNE o 1 ® AT �- -- BONDS ° SEWER MANHOE e e o STONE WALL UP SEWER CLEANOUT ti RETAINING WALL i WATER VALVE & BOX -- - - -- - STREAM /POND / WA1W COURSE SIETUMON no) v" A ME HYDRANT ASSEMBLY z° -- - -- - -- BASIN ® WAIF METER U] $ C4 L FINCE ® WATER WELL FE c ER � - Ia CONTOUR BY GAS VALVE y 00- PETER CONTOUR ° GAS METER 99 a EPIq 1. ME CWITRACTER IS REWIAD TO OBTAIN ANY /All PERMITS REQUIRED Rft CCXSIRUCTCN OF MESS RAMS. 2 ANY TIME hi IS PERFORMED OFF -AT OR WMIN AN EXISTING EASEMENT, ME CONTRACTOR IS N NOTFY ME HOLDER OF SAID EA MT AS TO ME HAVE OF PRGPo WORK AND TD FOLLOW ANY WIL4EII OR STANDARM WM ABU ASSOCIATED WM OR REERENC37 IN ME RECORDED EASEMENT, 3. ME CONTRAVOR 15 TO CHECK THAT All GSNIFH$ LETTERS OF PERA690N. ETC, ARE RMORMD AVAINEO PMOR TO ME SYMT WE ANY CONSIRIICIIW. A WM MR TO AMMY ALL SHE PTINS AMID MeasuES AND DEEMS FOR CCNSSTENCY AND IF W CM EXISTS, CONTACT ENGMzffl I'M pARIFlCATON ANO/ER GIRECTCN. INTERPPSTAMIN DETERMINED BY WNIRACION HALL W DIXE AT WSPM °W RISK. 6. ME WNTUCI IS TO VFRHY THAT ME RU.00ATON OF ALL EXISHING UTMES IN Ofifir T WM PROPOSED WTRN HAS BEEN Ca an IXCLUMNC nun POLAS. 6, CONTACTOR SHALL CMLY WM FFROnG ANN MFE PRFSRVATM 96NAG£ REQUIRED BY ASEMARE COUNTY WOE 7. CWT ACI W MALL NOT RELY S Y M MCTNNIC MEADOWS OF MANS. SPEOFMATCNS Me DATA FILES THAT ARE OBTAINED EOM ME CERAMI BUT VALE VERIFY ILCATON OF PROJECT FEATURES IN ACCORNME MPH ME PAPER COPIES OF ME PUSH AND SPEMFlCATONS THAT ME SUPPLIED AS Peat OF ME C RAU DCCUM B & MNMACMR SHALL COMPLY WY ALL WETLAND PERMIT REQUIREMENTS, If A PEMT OSIS. 9. CONTRACTOR AMLL M RESPoN9ftE FOR ALL REWATOS, (UNLESS OMn%W NCTD W PLANS) INCLUpNG, fir PDT UMIM M. ALL MMES, SICRM DRAINAGE, SOUS recd C SGN & PpFS ETC. AS REgMRD, ALL YMED: SHALL BE IN ACCORDANCE WTl GOVERNING AUT UlR ES WQUI,HIENM AND Pmbeff 9T:MORK 5 MCAfiMS AND SHALL We APP WD BY SUCH, ALL COST STALL BE INCLUDED IN BABE Me TO MPACO SHALL CON1 B1CPo7WATER WHOR DURING COMMUGTON TO PREVENT ADYEResume TO OFF ONE AREAS AND SHALL BE RM+ BV TO REPAIR RMTANG DAMAGES, If ANY. AT NO CM TO OWME. ® PARKING COUNT N O 1 N 1 GaosswALx LL ACCESSIBLE CURB RAMP t + {, HANDICAP PARKING V'AN- ACCESSBLE HANDICAP PARKING ❑ lG T CONCRETE PAVEMENT / SIDEWALK H !iw RIPRAP o NEW ASPHALT GRASS EC -2 BLANKET MATTING NOTES' t THE SIZE OF THE SYMBOLS MAY ROM EC -3 TYPE A 2 ALL ABBRENATIIXS AND SYMB WIM C -3 TYPE B O WEIAND 11, ME PROJECT Disel MORE MAN WE Add OF LAND AND FAILS WMI ME wSUMA, nWMwAIER MANAGEMENT PRIXAAL (AANAI GENERAL CONSTRUCR%N PERMIT (GOP) PROGUNM AS Al1NINISTEREO BY ME AMMA DEPMW NT OF PoNSERVATON AND RMNATICH DMA) UNDER THE WRSDICTW OF ME EPA. MOM TO ME START OF CWISIRUCIIrW, ME WIWACIRM SHALL PN£ A ad NOTICE C£ WTpR ART ME DCN AND PREPARE A STOMIWATER PREVFNTON PLAN IN ACMMMM WIN THE SEND REGULATIONS. 12 CONMACffR SHALL Cp INAlE WM ALL MNY CCMPANIE9 M INSTALLATON RMUREMENTS AND SPECIHCATONS 13, CONTNCTQi SHALL DE RPwMN IE MR STE SEPATY AND JW PATEN MNSIMIUM ACTVmES SHALL BE IN ACCORDANCE MIX RVA SUMMARY Aral LOCAL REWIflf11FMS M. CNMACNR 41ALL DISPOSE W DEMCUTW MARC IN ACCMMM MM APPLCABIE EETWN, STATE AND LOCAL I QUIONS, ORMANCES AND STATUTES. 15 Banks UTLTES SHALL BE TERMIRATED, UNLESS OMERMSE NOTED, W CCNFOANANCE WIN LOCAL, SAT: AND IN DIDUAL UTUtt COMPANY STANDARDS' DECIFlCATR5, AND DETAILS. ME CONTRACTOR STALL COOPI UTILITY Sf M DISCONNECTS MM ME UTmtt REPRESENTAT4ES GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum mouWre content. All fill material to be approved by G geotechnical englnwr. A gwunfib cal mginem is to be present during construction of dams 2. Pipe and riser pints are to be watealght within stormwater management faculties. 3. For tempoary sediment traps or basins which are to be converted to permanent sla-mwatm management faalNlaes, remission is not to take place Lett the site is stabilized, and permusion has been obffidned Rom the County erosion control inspector. ARE NOTES: I. VAbilily of all mechonisai equipment Ram the Entrance Corridor shall be eliminated. 2. All light fixtures shall be 3,000 lumens or IRA 3. Window glass mTerla: visible Ilght transmittance (YET) shall not drop below 409. Visible tight refleatanw (MLR) shall not exceed 309 %. ELECTRIC MANHOLE ELECTRIC METER LIGHT POLE TF1f ME MANHOLE TRANSFORMER PAD mulm POLE GUY POLE MATCHUNE VARY FROM THOSE SHOWN. LNS SHOWN MAY NOT BE USED. $1 ui DOM, PROJECT N0:14.003£ INDEXTITLE SP2 2 OF 37 DATE: 12/01/14 w Ep U IYi � w U,.wee a O ever _ Z p PEE O M E d d W FBI w q C-) q CA al d O 1E 7 r an LU LU w DOM, PROJECT N0:14.003£ INDEXTITLE SP2 2 OF 37 DATE: 12/01/14 —" Table F- T Y I Mltl 81 Is Street Section o Rap £ t 4 v i YDlcal t1 :Pdditl - c as. ✓T s Table C-- Mini Green Space, Civic and ' meat lS.s i_ by $i(DCdC (P%a 5 ii -� i �,I 8 9erY rx .. Street'3esi nCnte t .I Coffee Travel ou:0 r Kinetic Fare nal Pro Oct ad Carl epy =l - 5a ,£ar' ¢ ROW 13<,It:: C P e - s - ,Planting I ti..rk la lc %k l Wltll t ":I t 11 tiOVt (ff 1 V er NA lil. Wdiha Her If 'L ' . (- indel. Spnue �.. C _s rdo v C dlsUmCP 4f111500 4 ±p 1 ProLbtJ ? tl, 6 5 1 63 A riOL.fSiCj+$i AP9r.fdgt AOCa PoYOa Cocrit -irrup ZiliAYCa i@_Sti alcolFSB'E3' - 401 -I,YeO 3WY 2 n<'f° aJ b- 05 ti 5 62 13 C LE lllphi Lace (Cascades llr Delpgl [A) .,�,.,u.�.m e............ �.«.... s Delphi Dnve _. y ! .... ma t 3Er67i 1 Delphi Leae(Delphi Drive r taraae - We{ -� [ a Lie). 101 1 VNi G oeP t tOl a t t i a t 56-62 LL( 0 W Delphi LacC Terr ce Lan Sunni[ ..." ,. "� _.� - -� -- -- �5C _ ED enity- -- 4,759 ;' _. ...._,._... DarxLarral 401 1100 _ Were Oco h o 6 5 t I,I C Q AmankD u tx eL 1 �� � x.,206 �� Alice U Reach o ado. Ln., --. _,..,}_ .......�- .,...�...._. v —�f � - i - E+iOCkZ -- ^—•- -� ^ �^^°'• i replace Los, Summed ark lo S mm t Up 100 t ".Vey z Deb 8 0 5 G I 54 D {(15If'Pdrlt �f1,711 Tankards, &kGI1T Ovai P kLake Short St. t d 50 (16 1 p 5 1 5r 51 �L C °qcd � Green 112214 Vilage _ _k il ii Si _ - OS a t I, 48 tailal Fl San n All N/A IS t Wu z Nn iA -A n t Nln n c� Cescst6a leapt 15,372 - S, ao qO Uatk I 5 _ _ ,011 Note. All proposed roadways have a projected ART CY Less than 2000 VPD_ Ntte 0 cr Po.:kei r'ak 4 9,428 Anent es 945q `,� MODE OF DEVELOPMENT 1AI3I1 C $a' Breen �_ �lal NOT PO SCALE me NEW Block 4 cNo33028 UC:Ytm3uTita r;,ry';i?X � 2 O sue— 4, 72 1 -Z�j'15 Block 5 ,641b as �tlEONAL £�O va FAIN 9333 61' Public R � III ull5 k6 __ k ---77 trim -- t alt aura r'ark en _ e3 075 _..� 7 DS 72605 I-� s' s' �d a14 al 9 S,AtTa { o-�inq a Ik P� 1.17 om S ._. ��... ryP.'I I SM TYUC s,, See T •a:f Aree 765568 tOSA a.G a119G ITT A ^ate STD 3%s�GP: 5 -,,, as ed glND rlFll Par�tl 16.435 vier wa { showc an i3 £� Pansy i V� »�. �Y` S'j rE _ I)epib }., .i £. {Z 4i5 > ' . kaE 4 .OMVACTED SUBGRADE� 7gfcts 34,82 495,1227 404 -095 . 57,642 95% COMPACTED L10" al 21A To 5 s PCOO AMea-tity 9 e to :I a4 ty Ar -a e. + " rnti & Grsrz7 S},.at ..krsa} 629,97q (20% Cf Cahcddla) I as ° ll Caisl Green I ,MIS.,:; T & G.c,Ir cl ..c>; Luau Qons S PreskrA-asi 794,397 (30% OF Gascadia} ransx T o. easy s.oror. of Total Site Ani 1 gel ?34 SF L2602... Ac n +lo to n +ao AMENITY AREAS PROPIDED'. � µ .8 CONSERT 1770N AREAS PROVIDED: n tP ✓'. is not �3� Ill ](,1L ROAD 51:CPLON CASCADID DRIVE (STA 11 +60 -> END) o BLOCK 1. 239,966 Of Entry Park Amenity & Green Space Area (Traits and Pond) _. u le on CoeoJa rrue ___ -- ______ an Elf 5,228 of Cascedia Park 9C" Amenity Area (Pedestrian walk and plaza) BLOCK 2- 120,804 Sf Open Space A p p �3 Nom IC SCALTU _ _ 80,860 S. Other CCnservation Green Space Area BLOC{ 3: 81,651 Sf. Portion of Open Space Lot IT m � m BLOCK 2 9,651 Sf. Knoll Park 1 V CODE ON DFCELOPMFA ^I TABLE C - 1' Paris rt /l — T o o S 0 8 863 xf Village Preen \/ _ \ % __ -.: -- �— ..� SP3 Not 10 SCAM Nor 89840 Of Crescendo Pa Ptarks "A' arid{ B' te ;me�mlk PIS; t1 otcelt ,e a bl Baal ,_� PlSnr1ir Idewalk g f.v � a II'� T3 r15 I 5A Tar, as !2 BLOCK 3'. 3.874 of Pocket, Yank Y ._ c 6 3" SLOP 2�� cc 6 9, 700 SL Community Garden Amenity Area t t ll d r - ` LET' st . ` T= steer 4 i ' on gone "W'; M14 6( k 1P <i fl Y LvCc f Open p'y Q Y_S 3 so, so $ F 5.0 IL119 OA CO A95% pay 56 Public R/IN IMEAOTE) 101 IDOT 21A ,1 PI 29' Turn to Curb 5 1 d s ok ODH s Cs � 0 �a OP S Strip ruling 1 o' Sc, - N o p um 4 TYPICAL ROAD - 91 (I DJ 01DId DRIVE (EPRY) ara on Carol price cE w VP T P p. 16 SY19 A 0 IM 9TO GCAIN , N m Insole d SLOPE ox %a r 6 [ —A r4V£ , a plains M1 a Plors A'N ire 1 ) i i F§ (I ## U Depth 4� "` / 54 Pub,o 6 SJ eum COMPACTED 45 %CmnBGxnOt PAC1w 9' VDOT dA Note '. 0 t oo s - s 2 ___ 1.0' Sd olk� PI 1 16tpg Sid er P O5' Strip trp e e OLD F Z '� E•. Z W thek'ng etakble rt n a r mo SPOOL. selar T 'x. rY 15 ski 95A by 2 TYP. .� �% PYPLCA7 ROAD SEC'TLON MARIETTA DRIVE .o -- - -- — -- Ian ro awnoae II 19 GA � 'C cc 6 Je aPE 2r Ln E Cc 6 i' v r, ^ OU 01 O / NOT TO 9C4IF r HP3, t r a on �n.F.RR, shown oL Cons s x£ £ k 'i""3 'Y£ 2 r is w w s .d.T < paper 1" ' V °mss. "ad= yrir ]SEc� EL, r> O a Q y cadPn95% coSU6GTdTED 9sv MPACTEU �6' moT vA P.. W w Q w o Note 0 sine: forms g Ibin on �� 'd .S BOAR_ b1,CL10N TERRACE LANK & DELPHI DR6E Ell CD EeS 6T Public R lV 1 ft tSolto �IYYI(AL r -. .- _ o pion for baatrn.� �SP!j l NOT 0 SC4..II p / 15 _ �db Ik Plant g� E6 Curb C b � PI 5t g de Ik L5' St P Strip T Qi � al t YP. Typ Twp 15 M 95A U Q 'Z id 1 OA Y o Cc 6 2Z SLOPE s st0 Lc 6 -'�� �^`„SC' � 6 F FOR In e II dowas drc - >r� :£ a Mans C E"��'Ttt x`71 Z U { no'L y#k�7C�w_wl Daps a' £ fc mV] d xr< ��. COMPA95% WESSRAOL wd 95%cDMPACTED Lls" vgoT nA 14 Crop e Ailey /U Il end o 2 l' Curb to Curb L' I— DOM. PROJECT NO 14.009 ONE pay Off-street Pending Note only or INDEX TITLE: Knoll L 15 M95/ 51sT F / t / t { / /lL/4/ /l/ / CG 6 N Or 1 i parking aw'able on , ry d in, ar... rerorro 8� 'tYP1CAL ROAD SEC UI f P13I LINE TI PICAIng g .1//!!//{O� LL�r� "+`-`[£y "'y*-' -,R ROAD SECTION RIVOlL LH- - of -_, ,�.,_ -_ _ Nam To scASC n fo,'Cou on... �� CL7`* r17�`T x�7 - � " +Oa £ i r#� .... , pl e L �r",<.as it ". £x £.- f .{y?,F ,a A retry 6 1 PRI4ITE R0.4DN.1Y SHEET NO'. s fil N0I to Si 3 OF 37 COMPACTm tregi 95R COMPACTED —6' VCOT 21A, DATE. 12/01/14 A —_ L,_mP eF L / r' �/ C C2 Iff If r " Ii �/ '1 W /// If i ; % ���� / , / c i _L if a ,„ / M[ P. MYERS S� 4 I T /, o. NO 31ATS 1Y29 l �I� / Am i IX b I,� / /i�1Yi, ssromni eo lif BLOCK 2 BLOC /I \i /, /Vl; - / / i f « Te IT �� i1 % VY/ �3m3 O ° O II i / t A ��- �� ✓ ry // A m r/ i/folio,, lf if IS 1 v 0 0 1- i o pi 1 /jam $L- K4 r • - 1p55 VPO it � V � 0 sc iIf if I I' //• / 1 / // b / /�ti / / / / /// r �BLOCK� r o /' , j /L/ t ,y� \ / �rT� r t� 1,- •�4 , - 7 a i °f,9f m r7; 1"' <, - -Y///1 /t„ o w w f–M vege ation BNffer � / o TBOCK 1 ?r �j if CID G ,/ f l %i�l /� //% If W—"'" g• onservation Areas p �' A= DOM. PROJECT NO:14.003 J j; INDEX TITLE: SP5 100 0 100 200 300 SHEET NO: 5 OF 37 SCALE: 1 " = 100' DATE: 12/01/14 PHA SA ' I � wll PHASE I r dL..NpYgER 07 !Rm'4`.. ZM6 \, \ v* _ 5X m POATEROE AD0.' _J ml XL368 UNTIfL >'40 AEl R$Y.UkREH I@UUS PEDTTEN SITE, CASCABI& B1 cm 4-r 23 \ goes HRaYmrT srnL ins ?wr��LUCrcs m s l7 '� TbML AEfn1�ABLEb9EL{.IAL�lI411Ta' A 1 \ 50 a 50 100 150 w En SCALE: 1 " = 50' BLOCK B BTL =19'5 i� PHASING KEY oil J'vAA PHASE I PHASE 11 PHASE u. PHASE IV iii PHASE 'J BLOCK BUILD- TO LINX CHART BLOCK HOILD —TO LINE "BTL` " 9 B 9' C D 8' E 19 5' C 8• 8 H 19.5' fip MO' ti o z z \ r Q SO O W u I PHASE I �aFe�Yj�IdP(1 . DATE. 12/01/14 z w ti o z z � zn C) C4 P. PIS RW Q �_ U O I,, q P4 a U q 5 1) A FLAT 1) ALL HAVE FRONTAGE ON A TANGENT 6 SEC (NONT RVIL SECTION ROADWAY SNAIL HAVE AT w U Z Q 5M O) LEAST 518 OF THE CT FACADE EOR,T 6 w� WITIN 1R OF BUILD THE ESTABLISHED) FOR A ING BD-LIN6 FOR EACH BLOCK MR R E FONT 2) THAT SAVE FRONTAGE ON NITfI RV D RI -OF -WAY, A CURVED 9ETHACE SETBACK w FROM THE BUILD IS ALUNA4 I9 FRONT YARD DON LOTS 9) THE FEOMf YARO OF CORNER LOTS SHALL HE N BASED THE FOLLOWING SC0 E9TLOT1 LOT 147 7 (DELPHI 1E BRETT: DOM. PROJECT NO 14,003F] (ARIELANE): IFET LOT 1E7 DELPHI DO DE) 11 FEE INOE %TITLE'. LOT 104 (TERRA DRIVE): 10 FEET 215 TERRACE ORNE): 10 FEET LOT BAT 215 LANE): 11 FEET 256 DELPHI DIDRIV 10 5 A WT DCASLA WT 211 (cASCAOU DRlvs): 16 BEST INIFT 4) 'ADO° DENOTES PROPOSED AFFORDABLE SHEET NO: 6 OF 38 DWELLING ITIT. DATE. 12/01/14 - 1 © a 1 a� {- - •r s - ?I r - B1 (FJ 2 -1„R (FI/ z cnR Ip , - 2 -..n¢ Lor zlr Lor 21z z na tsa O zf 2 -cna Lor eE9 Lot s10 n7n7 :f as7a of 4700 s3 LOT 2EA 518E of 3942 f 4,910 sf _ �- 1'M1 B k. M1're FF. 495e OF k2]o - FFET 4228 The Brook rre F C 424 ➢ - ,- BFf 410 A, 5FE m]b BFE =o2B FFE =4231 Ih Fvt on FFE 4 6H II /d - 9 Y]t O 203 LOT 202 coT z81 bom a8o Loa Ise LO]' r9e LoT rs9 L8T rsd A1T 139Y Lor rsa Lor 199- - 109` -ls2 1.911 1 632 s( 1,8s4 f : fs/A \t 1 797 a� 16?7 1,885 sj 0 sf 1 896 t GF-4 IT r saa f i soo sJ +l 099 GF <40Y4 GF =405A G "4L4M1 fY 8034 GF -4012 GE.}99) GF39A/' GF��9]a 6F -.'Sb5 GF 39he GF =399A 159 'F�4I14 FF =41fi.4 fF 414. Fr 4i3h FE�Flt,F FF 4p9J FF =40�] =F =40/4 K =406.h FF 40 4 FF -M1Nd sew yy -�--- _ IN Dw n_a _ Le en Hung Sewer x N.cg �/ s _ s Walk Out Basement C a .W E 1 Oul BasemenC 'C .. o 4.408 f [ CF:R LOT 214 2 � X o � / a / ♦ o C N I 12,( C - BFr a1a' cgscwrn lnax c / v4 m - > I �(y -kFC 41 2 rS6 f . / 10481 ej king �� _ : ( 12 ,Ff LU C0 -.4RC! 133].3 i` 2$, ,i'Xo l m00% - l f 11tC L �.� O ,ni 5 rPl - �� 69R %A 4s N' d Mf I. f .L8OO8 LOT IRi / / -s4 p� \ \ iaAs9,: "i '�± l ! lI �C � L t 1 u GF 5 I S C '3g l' Co '� p /6 `, , !F 4C 8, ,i L n \ R g'x4 nc.POa / .� _�g `. _. l {,•t Ii �, , ^ ;::1� . _- Fay ° zfl zR. PR ire IB r 2R F'r cm =per � I _.. s t . I v / e, t ,. �. a a F F4 �Y fly p s;yn/ ;a // ,r / 6�+' - - - C. n3. isoae• 6 cetQ I+ 1� � air do_ 9 / w n 2 6.'.. %8_ v. .:/. �r /�iq Slhed FNmetl \ ONAG 3.,.:f S - _ va- __ ' -'" 4 - cori n +ed' as '''e` J, e eee se32 of s '- _'�.i'"^� (�t i'� °�� .. en _ o o oe 2 —G VR L-G R P CnR" ilil, 2 -L R fNr /H) 2 _�� - (R1 2 eM. 2 CCR __ 2 CAR €fit o39 0© _ . Th F lice IM1 Brmksn re ibe- Brxkuh'ne _- ' - ^' - - _ - - LOT iM17 Pmak tir€ 4n Cel term ei.' p, .,ertennielL�o" FE :538 - FFE =394.8 FLEFIl FFE -3963 el • S '" 1 PR y m Iz nniel FF[+4:166 Y. btT =300.0 _ _ F�39'9 - F4F_394,9_ 6.4sa-�� 3 iFE -fr FFE -4014" 5FE id °]_.- -dT8 ddb. -._�. BFE 3839 &E -3849 BFE =3053 6FE =386`. "aFE -396.0 BFE -344.3 BrE,PTOA LOT 198 - LOT 178 101181_- - .._LJT 182 f i�5%6'1 5.R6s eJ 7. -; £ tii�zo9 e' %�. - ."" _ _ _ rde? s1 n ssiEO_. - n s ,aa0 sf Loa r7s sa/s 8 LOT 1 en_ sae f a 4,d0.9 s i �� 4L92s - / enter 1/3 +I /0 .I/3 ,owm EG7T376 w Csl� cin.. s mrc- - .15if10^W ENTRY spn of 4 - ravvsa f / 1 0 t 30 FILL To 9 _.._ the duroPslerpaL shelf M1ove. in[m5m �T, C 5'^ S% \ '4 / 1 s NPPE - F e r - 1 _ ;80 / ssLO eReet C ..l bas28 da P 4 atn e M 6 f concrete nl _ _ °'- p _ s- e C _✓� �, -_ - 3oo0 -pe X9 PaMin9 'I C" - LOT 262 4,9s8281 0 lr ) h r - 2�b v12 \ B r �Poter 7 fiery 5.15E z -CFR Lda`zs6 Loa aa., ` a38n % / .i J- 1 r -CTa 4 0AR 47wsf LOT 263 2 -CFR A life °. e e vu a.9sa e /� 1 Cos - FFC -3821 THE =i� e / % ". / �s P x nscn3 { 6 5� f -� 8 I BC4639 l)L9 1 F 6a r e ch NLv i / A V F Ebee. s fie a 9 v Lan 2sf-/ r z _ % ' , eP4 0. B�wn , -` BB 436 Pb eza p �. t gmr t Mm ezl, t 1' Fa, hln, _ r _ -__ - nity III I II �.s e4Belioi 1u; ,3z \ a L, d _ I Y sea es v v l e _ - 0032 fCl Go NOT RICL00ABF AR6205 -0.5 / �� -� -_ - - -�X ` / �� \ tlettlle II I I \ / N V BFC 363,5 0 _ - _< / 1 CV ie ones EasSmetlt �7 1� - So.s dEasemel - A / //� i1 eOBe2936PG.623me1\ \ f -_ 1 / U 1 F 1 i t v r,nrren nrrxz P P4 i!1 977 Me e / ' r ° ire ry k P, _ _ / ✓1- zo—� am P -s3 C ion e o 3 1 �a Tr- 1 1 Av x� 1 31 I I EI � � o i I / A7 4 vl/ ll t 9SR2l Prod o .] / v II a n tre t3, ,,. __ d lOX to X 69.n _ 7v _- else r WC 32 for _ ^ i ,� -- steels n9 ' g EInuk nt h and 'L \ �_ \ � F 60' M I (� �l U� U] 4 I \ 4F - 3 Bcor n _ �i _ n Eetrance 191 - C I v� TOP P'ser _ �.. -_' Lo a-' `_ao aTOc 22- 816'-.1 ��*-- ' --�-._ x- >� Parma sle• - 1 / / 1fI U —mss -x spa % I ra Pr33ew i en 1e'xi,e. r _ __ - - -_v - _ - - -_ WSE 3844 \ -- a s eu pFOP / �c�IV c cis nor / ��Aw1i'� r I U 21 w 4er Cr.=— - , < nnnmer� _ ! laa _ .. - �� . v _ r 111th,. i Y Y T oe.— Lot, B Paved )` W _ , -- r r3pmsI 1 \ . x \ s31a uM1� ern F , �..� _ s� "u`fiB - a-v Fine 365,7 - - `_- "- -�'� - _ - - _ - 5 g;rEt JG5 KEY PLAN 7Fm- 7Pr -7- .___2C0 T LCn ��"'1 -_ -._. - SId IIM1le t _ _..\ .�...I -/ / .; OOM. PROJECT N0:14.ON3 ri, - __ ,1J4 Turn Lnee ._ � _oP _ Line p� - `',*A- v woExTITLE ��iNtirfvW "-� 130 i per t P but R all �1 - t - '� _ Role e_2U_ - Loreto _ s a xM1r1e -0mr N'vdtAR '� azo -��� c �� �� ��� �i y � _ E t ihroo - _ Remain -_ - FCrztcna FJ �n _ 1�� _ _ __ G S PP - -60 fine BO _ _ _ 37E at h (� SHEET NO: 7� 07 es IT �_ C LL _.. 90� 1 "_- 30 — ]t tD Double Tel t EBP� _ i �S` -�.$ 2,iJ b ` -. %� �l / a,�W -Wk kPE- �! - - _ - -- - - .,18 mnee3n - r4/ 4 a� _ A "�. - _- -. ` I / DATE' 12/01/14 IT IT IT IT I, I I, IF IT FIT to IT- F, I I I, I IT IF IT TI IF f T I IT I IT I IT IT I, IF \FfT\ EIn I, of \Tr\I\\FTT,T, Tf TO, TF7 To IF IT --1 k ITT IF OFF IT f, 1\T% IF If I— IF Off IT, IF IF IT IT IF IT IT IF -ITT IF T111 IT IF IF , I ---- "I I ITT -T IT Fl� TO % IT JOT 62-21 IF IF 2UP 62-26CI EgaduffiketJ RdI Pour IF DO IS n09 PC 353 IF DD III G 97 If IT, ITT, IT F, FIT, of, IT � IT IT I / I / ) / If 'T FIT IT, IT T, IF, IT T' T% I IT If IT f IT `T,Io I TT-1f IT I T ITT, ITT, IT IT IT OF IF IT no IT IF IT, IF I, IF IT OF ITT \ -Ir� -,L-X -IOSTI X - fix --x - - I —X- f�-- I P, I IT IT IT "IF TITTITIT, TTTT`/ T� I 1�� - P� ITT L T�l \T\\ OF IF if\ F, Ton eo� r FIT IF f -�TTT, ITT Ff If IT rese- I I - ngs-, of T 4 T - 3A r r F wir 42i 1 eet go I F�4h 1 junel 7 sully VIRWILLF, wou."o. DeI I Hung at Burled B?Jdrdi M MI X Walk oo� Barrinjul I EFE-408 I LOer 208 LOT 209 6.205 5,1110 st III BPI )1 8 Fr - ITS 6 Ix LOT 6 A 0. For 41 P F - 'ZOO on r In er HP 0 2 S PI L07 E.c 4,97 Fm c 0 LU CAI- I llk7va- - e� I I I I I / , " / / / // / / / I , '�F 1 I LOT fOin A, 2JJSk 4� I 11 P P T Ord IF I I COL G� vm do F, Is 9 64 FF-421 9 F-421 Q FF 'Joke, IF 1 IF "PI 0 �XAL qVI I,e Apirpe i pontiff Q of gei Sol tenant on I F In I F�J SO ko,l In 21 en Im I RE t Son STOP IT he Ice for R; Off ','on emmor, C -F--3dg C I, I n I dozz I I gox, HdT06 the -01timmul cFJ 3 FFE-400ol I i/oddIFY PrillIng f FFE-411J 3 Bnonm 4 Urr-dri B - 4100 LOT 176 IT, TI el f BFE-403 I TLfT 174 T IT FT!nT 175 1 6,015 Of OJ7 1681 -LOY ILE 9OR ff 5,266 A COT 169- i 266 Cr 1,/0, 4,9 86 ST "Z IF% on P if goi --jeu 0 du U d%-3J TO;PP %Pf 2 - 1,F S' \,PA-3rdd 6 - I Is`� -Rct-`VJ %/OOiute unfingi 5, ILI T Fitt Coo %Sduedhf� ruJI IT z no F IF -380 IT If 5+hJ Z .2 11 2 I IT IT I - - PJOVTT 1�111JPFE IL Oiling -15TiJ4 on CD ITT 1, TIT, IT 1 4 T, 147 Spe SY 15,X OF) TO /TTT IT up�c'e /I IT IT �EYFLJT M Fort Ord If IT I I of I 3/0 PJ J- -- KI I I IT Jag P If- - ------------------ 36�1 I fFETf 1, 07 q'y IS I 1 1, It FOO, F S P, I IF- uOLL es, 'uptesteo EST' es T I-, -I f, IT 0 Ques ------ - --------- Joe, f1i f, IT of A In- d) f I er Adat 31 CT 1% ,1 If I IF 0- IF I TJ Exist. Storonveter Ban sm t IFF, , \ '% I if f PI 2 I/of en t Exelinar ffy FrocI FEI to Igor) 20150OD32 fror ED '-Exrat Fk3tin6eTtemnoction to Ford conrInsbon dri 0 I I It IT I u/ JOE Cnuh In -E,\ Waders �Jrdrt -kl )��t LID of E S IF I% 1 1% IT% f %of Pop, CT nedI ELF P'D ex-1 PI oj Pb LIFE J-Pd, Peel P PIT, d Too I I TO n- In CD on I (so x- 31 TO I IT P up SO TV Of gral x, It', IT o and L I T, IT Sol f I, IT I -X- X -X -S- X -T--FF R�� W ITS x- Ef F, to IT -ef 3- Boorc on -c 0- YII 1 -0 a' k IT I �O 0 Point- Or c IT X X X—P, All UP Proposed FOP 3 Pg%ed Shoulder Ohr IF Turn _-OJT do I- PIT On PIT I 01, - - - ff I - - — 0 Sakes OPT Eric] qJ EXISI our - - - D144 ITT OPT III Skip he-,fO his DOM. PROJECT NO:14.003 c 2' W 00 SaR SIX, T plepirg w/o P PIT IT --I INDEX TITLE I Opt - OHT T I On off --, I I (OFF no Of Z, IT IT- I 'T P, IT Toper -- — ---- TI ------ SP7 ofinj ron I U 0 Scloeflues ------------- - F 1711, johI not -T T e To Ropp"T ----- — Sorrell 30 0 30 60 go II If, ft I �IIII ` �a WIM TTOPI SCALE: 1 1 300 30 0 30 60 90/ //. / / N : De110tE5 Hun Sewer \ \✓ / / \ \ �r� =-k5'. // / bm' Dw Iiin Le end: \, / �.. \/� //� f\ ,` - ,» ._ _— »,� __ e \ x SCALE:1 30' / 1 I i / � _/, RR ��_ 3 CB 3 � / f / �l 9\ / Tt� III / , l i , I `Y / / R✓ /l '4k&'i v 5 public P/u C - / W /0. Wally Oul Basemwf { / I �/� - ='shat / / 'C 2 % Y. 1z ;. I I I I A -- ° � moose -- _ /l � I ` �r �jpm� �e poi \ - t / I m � I 1 V � A � � % V / , . � ��.. �6paz SPweA v C % IeO60a of RRO - - v e l I c v �b � � � �® — -upeo�t I A �V A < �sYasem — 20 Est /� � _ a _ _ , �J -Y _ h B _ LOT 153 B 1 s l v �, � � �4 Sin 52, L09 loo 6LOfl Ifi4 I _ 11 L02 156 4,60a AL 4 41 .f E l ✓ / g 4608 sf 1 \ _ a SE 4Y 87 I I \ 2 :xUl. ti 1 1 l I S r I I %`� —. \. `.. \ ` _.:_ ' — - ! ^'P 4F1' 1,09' 160 / % '1 yI s .f e 9ss �. 0sabz xit /�7 VIII n / n II y II I I / I f��._..� % !� ,/ ��_.__ ___._� •' �IIl h. feMk /,als„II4V R sss16f �pzc 317 I A 1 V L I ; I I I LporqV RV I. 6enr 1 A R d11 f 1� �d I/O P i i i �I I i p / CVI 11 I 11 <a- I E I I I ea lea I aP201 , 1 XI I Xa fa 604 l Of xigpp -a I I 064 2-CAF bA 9f FFE 44,1 e i mFl 1 1 1�° DTL41111 IF,-41E I F X �' 'I ! /l ss9elsy 28C AR - _— i KEY PLAN _ m In I L/ 1 \ _ t I LL 1 I rs� I / F E=h 0. 5 v 1 / / PEaseme f A/0 F 20 A ' � 19 Btl 19490 J '. is Ioa�3 a9 , t+ j I56" t s lo. TF Ad FEE 9 lC FFE -4537 FFE -4Ai LOT 15Y. 1T345L. 66 f ` h 4 fi 2 Cf.R 2 —CAR i —GAR 2 —CnR \ � 1 p C I i BE LOT 169 e ne is 1`114 I Jeo/ n IS L I PCr s r (Ty TO o H /H( ( "/ 5 s (H) 2 CAR LOT 243 LOT yµ 2 -CM 2 -CAR 1,0 246 L6 [y LOP 242 4453 4 4465 sJ 41, 1 sj 42 Cta V v ✓ " n.9A1 f �- — iee F r v, FFC 4521 FT 45L5 FFE =d529 qqq QQ iFE -451 O B E Idl i AFF 4^�: 9FE'442° x It x ��, / @ 10 P ate _ N6, -T2.A 96Af'Yfi A.��, 2 X J PD %'-� o f e bo S Alax,eH e'2 8 u en z 9 aseme I1F931111 Nc Parkl9 0 LOT 035 L Z8 eOT 19a30C F 384 Tr 1656Zsf 16562Af 656 sf 165629f 2220 sf FF z 0 6FN /50 G 42 0 -426 GF"36 'F-A26 0- GF 42' o F 45 0 cr 4 - 42 Fk AFIO EY 435+. F 43 e FL46o fi 3 &0 fF ZfM FF 43/] F0a3d0 a f 2R f a 9 e.0 f O q/U m W Vi Ib x 0v 11 1 (I ILL S1oP 2 25 25 VAT D 6 a f I IT - z 9 F1) z !AR (a) tuna (n3 ( +) TI} m ,.c2R- 2 '4a L99 90e LoT z% 2..Cgq L61 z11 Loe 6,205 sf 4,900 sf LOf 209 10T 210 4,74? or AB] LOT 208 s.fAO =P 9ez of I>~ w . �_ F 4910 sf The FlmolaM1lre - _— i ff h2'8 _ Fl e228 iE B hM1're , EFE�4248 _�` ih P dlon O`q-4264 _ BFL —h64_ y 1 E M1P8 B C M1I28 RE 52 � - _. -� — Ffi 425.9 _ - - —._ FlFF 41dJ DOM. PROJECT NO:14,003 IfS N/C 9B 02 RR 3 109 — - INDEX TITLE: w G r 9 fl SP8 _ Ref Nall T � fet r q SHEET NO. 9 OF 37 (OT 201 LOT PBO LDI' 199 LOT 9A LOT fY! (O1' 196 IOf 1�Y LOT !9A LOT LOT 205 L0i 294 IOT l6A LOT 202 1 i 0I1 't 1,6d9 f I III sf 192A sf 1 3Y f ' f,. 1,894 sf 1539 s 1,884 eJ I,A915 sj 1 639 sf .tl34 ei 1.909 If J,f =19]4 F 55on GF< pAtE: 12/01/14 / � I T _ - E. 1. . - - - I i' e.9•na r r P E. - — - v EE `ze v 1 - Of 1 � h I T 52. 53 oJ' 1 1 SIAp SlA6 SIAp L6T 163 LV1 166 LPT 164 51T 156 4s9a sf 4663 of .,416 f .5 1 113 If - A I =FDO0 OFF 453.0 FFE -Fol FFE .453.] A _ - 458 - LPl' 159 A - - - 5 66 - Vl 2-CAR 2—CAR - \R 2 -6R P _- T. Z +41 � 1 \ 0 \ \o j� n FEC \� ... Ax o y do, FS `yA„ FPI IF LOT 249 Loa 2o-d 2 2 -CAR LOT acs Lor z5f z�< t G11i 2 CAB LOT 245 LOT 246 2 -�..CF L C r Vie. 1 8249 4414 sj 4,128 sf 2 G \F. LP1' 243 L6T 284 r' 4240 sf -5"6A5 f ./ 4,as l 4.495 sf 4,414 sf 4231 of e ; Fhc F�a) LOT 242 A' _ 45 WC-4h2 a 9ef sP -_r -- _9 _ FFE 0454 - FF ^494 ". F 43fl.5 87,1345 FEE FM1 Famag FFE = 452.1 -- BFE =8041 FFE 4529 OF 4559 p.E -A] 4 p`E 43 d BFE =4185 pFE 414° pEE 4226 BFE441c f HF -442,t aFe..44M1i - FEE sea _ HFF w %� /g HFE nm P � � 1 G w/2 -0o' create, Rtn a X 405 '.6 Max H =6 9 .._,y32 p _.. S23 _4 en[ -Casa w Park 96b. s L61' 246 LPI' 239 LOYI LUI 1,666 J 1 s$s sf 1 659 f 1,656 �=a25 cF 4/so cr az ,r a; FF =45 a F aas,o FF 4s6a FF .A 2R e4. m 1- - I i A4 LOT 2141 LOT 223 OT 119 LOT 199 LOT 199 - - L9T l61 LDT 260 to 199 LOT 292 LOT 1 589 sf GF -4094 P 1F -4 7 4 FF =fl64 LPT 235 2110 f LOf 264 1 of k sf FF 233 GE 3952 3YS2 1935 f p ty 1,52Y $ X61 236 229 GF'3967 fF =4 fig FF h062 �2? v 28 � FE 405Y q�gp w t Fa2s0 of � F 4E o 4284 _ f r L,` T 42]0 0 Ono v =4340 3fF PF 4i ?0-- _ 1R �� , 1a fi A4 LOT 2141 LOT 223 a( OT 119 LOT 199 LOT 199 L0 202 L9T l61 LDT 260 to 199 11895 OF - -4o 4 1539 OF GF -4%4 1 589 sf GF -4094 1,999 At GF= 4'J3.9 1F -4 7 4 FF =fl64 47,414,4 rE 413.4 G= 952 GE 3952 3YS2 GF 3b ! F iQ69 GF'3967 fF =4 fig FF h062 FF ofi2 � FE 405Y FE 0.06.8 1F` =4o]R � _ f try L,` PR 0 - - �(FS R. 2-CAR , 2 -cAft Pp 2 -04R 2 LO] b6 2 -EAR LPT 211 LOT 112 -OAF 4,406 f T zP9 2-CAR Lor zos tar 2m 4gdY sf 4,998 f LOT Cre LO o c 960 s f LOT 208 i8P of e v_ -. - 4909 f a 5982 sl a n - Thu Alre,1V The D ookstl re FFC 426E _ I[ 427,4 - 4143 FFF 4112` RE 4129 FM1 prmk..Nre FR 42fl l5 Pmilmn BF ld4 -� pFE 41].M1 pFE pFC 4t12 OFC 4128 F E 4217 Ai Pi48 FF �125fi - C9S'CAOIA (�RK -_ HFE -M115.fi Vl rO N'0 N 13T 11f0 1".8 1 J� CD�AFLA -1 5,37R 'ep Vlfo V /Q__._ 410 —4 LOB fG 15. ._ _.J EYE. 0 1 COI�Ae 8,851se _ �� a( OT 119 LOT 199 LOT 199 L0 202 L9T l61 LDT 260 to 199 11895 OF - -4o 4 1539 OF GF -4%4 1 589 sf GF -4094 1,999 At GF= 4'J3.9 1F -4 7 4 FF =fl64 47,414,4 rE 413.4 a( L6T 1�5' L6T 194 LP'f l93 LP 192 - t929 A 1,539 s7, 1 s39 1665 of ES =397 .4 GOE3913.4 GF 69IL GF -395.4 - '14 ,EF><i06M1 FF 40 FF 40. FF =4054 n5' r- 5a. -nu.s T—� j N LOT 191 OT 119 LOT 199 LOT 199 1 911 sf 1537 sf 1,864 4 f -407,2 61 9E 6F-398 R-FI1] FF 409J Fr -4oI G= 952 GE 3952 3YS2 L6T 1�5' L6T 194 LP'f l93 LP 192 - t929 A 1,539 s7, 1 s39 1665 of ES =397 .4 GOE3913.4 GF 69IL GF -395.4 - '14 ,EF><i06M1 FF 40 FF 40. FF =4054 n5' r- 5a. -nu.s T—� j N LOT 191 76TTeO- LPT 185 LOT 169 LPT 189 SP1'pd8 4 f 1585s 1 991 s tl 1 989 f `95 s i 1..85 s f G= 952 GE 3952 3YS2 GF 3b ! F iQ69 GF'3967 fF =4 fig FF h062 FF ofi2 � FE 405Y FE 0.06.8 1F` =4o]R � _ f try L,` PR 0 IR iD. R. —1 _{- - -°� -100) I\ f 1 t nF t_J LPT 62 $JS9 j-- ram'a) 1,3 p� >421:3 , , I FIT, F %% FE a J F 1 SSOgINam�u oweli 9_6€9end' FEE / -� , A _ _ �H) Denotes Hung Se er $ A �� k �� _ �� ABB Buned Baum et f( i �� _ v vv vWalk 00 ?Basement L .MVARB � 1 L F% _ ���v�\ - a &zS1� % \; 1p t V OVA 0e A 0 �� v v - „ 1 y �6 4 I ���� -� 8 VA ` V 1 �� �, You You ti AI 10 KEA YAO oE \\+' 9 ��v v v ' .• no on - -'var a638.E •%. A v. \ V A A v \% vi v` V vv v Lm \g�`t, \ 3x �:�J V `s A ��� wV �s V�� Zo Y .G v ��E, IF v \. A vi 8 0 d 1 �A i �V 1N! Z PC e , V ) \1 IdE 5 "'� S @fi 9 bra v ) dE P �1F A� z . uu s a c a 2 �4 �4 0 To e� 7 9' fl I I v1 ��7. ��..° .� O ' &4' rx U1 -1 1 20 E v o r� a �g 7 Pocket Park 1 1 Ip a ID 1 114 w 1 F7 E, 1 3894 of I C 11 t IJ2' � W yi I Y � Ir{E " z Q fx t2 M w E I �< Le1 i7, U i E RE, T 6 - � IZ 562gA e ca s FIE i1 1 1 //f / I nap fall m y4 s F , % I 4`12 Ct6 1I w 'SA i i 1/ N <�T } / / 4 % 4 F, _ IF - DOM. PROJECT CT NO 1 INDEX TITLE ,;� - SP 9 OF .cm \ SYyst l���jfppj/ /lC i �f / �y ✓ 1 / i G A SHEET ruo: 10 OF 37 n� LA00C arnea once 12/01/14 1 Y Sha m � tl L AI. 0 0 C � C C W 0 F 1 SSOgINam�u oweli 9_6€9end' FEE / -� , A _ _ �H) Denotes Hung Se er $ A �� k �� _ �� ABB Buned Baum et f( i �� _ v vv vWalk 00 ?Basement L .MVARB � 1 L F% _ ���v�\ - a &zS1� % \; 1p t V OVA 0e A 0 �� v v - „ 1 y �6 4 I ���� -� 8 VA ` V 1 �� �, You You ti AI 10 KEA YAO oE \\+' 9 ��v v v ' .• no on - -'var a638.E •%. A v. \ V A A v \% vi v` V vv v Lm \g�`t, \ 3x �:�J V `s A ��� wV �s V�� Zo Y .G v ��E, IF v \. A vi 8 0 d 1 �A i �V 1N! Z PC e , V ) \1 IdE 5 "'� S @fi 9 bra v ) dE P �1F A� z . uu s a c a 2 �4 �4 0 To e� 7 9' fl I I v1 ��7. ��..° .� O ' &4' rx U1 -1 1 20 E v o r� a �g 7 Pocket Park 1 1 Ip a ID 1 114 w 1 F7 E, 1 3894 of I C 11 t IJ2' � W yi I Y � Ir{E " z Q fx t2 M w E I �< Le1 i7, U i E RE, T 6 - � IZ 562gA e ca s FIE i1 1 1 //f / I nap fall m y4 s F , % I 4`12 Ct6 1I w 'SA i i 1/ N <�T } / / 4 % 4 F, _ IF - DOM. PROJECT CT NO 1 INDEX TITLE ,;� - SP 9 OF .cm \ SYyst l���jfppj/ /lC i �f / �y ✓ 1 / i G A SHEET ruo: 10 OF 37 n� LA00C arnea once 12/01/14 1 Y Sha Centerline of Stony Pont Rd Q EISV= 366.68 per Lei performed by Dominar. Enc Edge of povorrom Stony Point Rd ELEV=J680U per fief performed' by Dominion Enc 30 0 30 60 90 SCALE: 1 " = 30' AM GENERAL WATER B SEWER CONWTIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATIOIN OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ME ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HISOWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILBY(1800 H2- ]001). 6. ALL WATER AND SEWER PIPES SHALL HAVE AMINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES ETC. T. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE HOODED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WDHTHE NO-LEAD REGULATION EFFECTIVE JANUARY4,2012. WATERLINE NOTE: L SOME LOTS MAY EXPERIENCE PRESSURES IN EXCESS OF 80 psi. _ -ic ,q G oy ma 0 n�a C m E C 0 W m�aat c p,9e, 0c° Mil o- Aaz a Harm Scale: 1 " =30' m z ° Vertical Scale I"-10' Design Speed 25 mph 1245 VPD 400 -VPI STA 10 +1900 - V€RTT AAL CURVE WI EL .- 36840 "- VERTICAL CURVE W1 y VEI 5 2+0200 0� 4-00` -wl on i.38 K 166- WI ELA 3]042 LFN CDC LEN 5000 K -0J80 us0 13325] - _ _ /g - r- :. 390 �4 U Cascade Drive Profile Harm Scale: 1 " =30' m z ° Vertical Scale I"-10' Design Speed 25 mph 1245 VPD 400 -VPI STA 10 +1900 - V€RTT AAL CURVE WI EL .- 36840 "- VERTICAL CURVE W1 y VEI 5 2+0200 0� 4-00` -wl on i.38 K 166- WI ELA 3]042 LFN CDC LEN 5000 K -0J80 us0 13325] - _ _ /g - r- :. 390 d j Id rn m JI I' y 5-pe,,firr s (Verticel All waterl'ire fiLlints and vO' os rwst be restrained m L Sto m and Sonit Sewer I" In fit (frees Separation 370 Sto,m and Wctcrice- I' A0 ti Separation between N'aterLne and SoNtcry Sewer. "..5 90 ds s69a efjal�, E%15i GRADE Set DO = o HrtRi5i9 dE _ _ 385 Z9/ ✓pT 9B1 355 E lBl ,L04 .40T fiLlAdO'J 685�Y Abet Js 0 L 0 99! �l d0'I d j Simi STA= 10+ 3s°rm QTA sraa1�w Id rn m JI I' y 5-pe,,firr s (Verticel All waterl'ire fiLlints and vO' os rwst be restrained Separation b:'veen Sto m and Sonit Sewer I" In fit (frees Separation 370 Sto,m and Wctcrice- I' A0 ti Separation between N'aterLne and SoNtcry Sewer. "..5 90 ds s69a efjal�, E%15i GRADE Set DO = R 809'r _ HrtRi5i9 360 _ 385 Z9/ ✓pT 9B1 355 350 lBl ,L04 .40T fiLlAdO'J 685�Y Abet Js 99! �l d0'I 380 86l 107 Je 5405 54l -� -- - - t B GV, i I 0 9el107 -. _ _� SiR ..13185 pA 9 ®( I i y Pc =10_A .. War eel JAYI w z _ I z a N3' o 187 - — Q -- a al n w c teJ II WV 3 o ��� z a ty L88'9 < 69l �80 EDP Sib A =15Y12D5 - - - m 104 my O¢5jL D4 zP� L k aab'P 00 d E ° Q F 370 w 3 A 8Z elf, �q - - - - Q Si- CID U z a 15 HDFE STORM 0 _ F! � _a P4 FO 365 -24 MOPE STORM SEW °z m -- n -INY 36]94 DOM. PROJECT Ni INDEX TITLE _. SPII STA 13690 w OF w DATE: m INV eR7,n - 360 w mm 30 0 30 60 90 nL A M o _ rl . 355 SCALE: 1 = 30' pp a e\ e = @ Simi STA= 10+ 3s°rm QTA sraa1�w °ompact Fil t , Optin im Moisture Content Id rn m JI I' y 5-pe,,firr s (Verticel All waterl'ire fiLlints and vO' os rwst be restrained Separation b:'veen Sto m and Sonit Sewer I" In fit (frees Separation 370 Sto,m and Wctcrice- I' A0 ti Separation between N'aterLne and SoNtcry Sewer. "..5 90 E%15i GRADE Set DO = HrtRi5i9 360 _ 385 //��(/ 355 350 °ompact Fil t , Optin im Moisture Content Id rn m JI I' y 5-pe,,firr s (Verticel All waterl'ire fiLlints and vO' os rwst be restrained Separation b:'veen Sto m and Sonit Sewer I" In fit (frees Separation between Sto,m and Wctcrice- I' Separation between N'aterLne and SoNtcry Sewer. "..5 90 E%15i GRADE DO = HrtRi5i9 CASCARA DR IN& - _ 385 //��(/ 380 -� -- - - t B GV, i S N�CSTOAf SEw: -. _ _� SiR ..13185 pA w z _ I z a 375 N SflLIB SiA 12+ 187 - — Q -- a w c teJ II WV 3 fi DI ��� z a w EDP Sib A =15Y12D5 - - - M P� my O¢5jL D4 zP� d E - Q F 370 w Q Si- CID U z a 15 HDFE STORM SEW -. F! � _a P4 FO 365 -24 MOPE STORM SEW °z m -- n -INY 36]94 DOM. PROJECT Ni INDEX TITLE _. SPII STA 13690 w OF w DATE: m INV eR7,n - 360 w mm nL A M rl . 355 :: ". -:.350 J M O ifJ O OJ ifJ M I'l I� N iP nJ .P M M 'cF d 'S r 6 CD y DJ 9� OJ W r CO r N r CO r C^i'r 'OM MM iiM MM MM ��M MM i'OM °ompact Fil t , Optin im Moisture Content Id rn m JI I' y 5-pe,,firr s (Verticel All waterl'ire fiLlints and vO' os rwst be restrained Separation b:'veen Sto m and Sonit Sewer I" In fit (frees Separation between Sto,m and Wctcrice- I' Separation between N'aterLne and SoNtcry Sewer. "..5 DOD CD z � DO = °g i w z I z a CD `4 c Q a w o d z a w � Q M P� D4 zP� d E _ Q F H w Q Si- CID U z a F! � _a P4 FO N� DOM. PROJECT Ni INDEX TITLE SPII SHEET NO: 12 OF 37 DATE: 12/01/14 fe 4Z6 Is gas t I is eae7 664 l0'f k 688'4 In San Is 984`4 fs 1,86`4 SB! Jq9 984 104 484 1907 68; 107 fe 4Z6 Is gas t I is eae7 664 l0'f 064,L07 1 464 107 546E =N0 l �' p F o 66'V OL1 107 107 k 904'9 69! L04 Ell %C Kr L Xfi 6 c, JAI 'Sa HORIZONTAL CURVE Ht !n.= 25'33'19'• CR P = 200.00 L C CO = "HUT 40' 05E �5 PI STA = 11 +01.13 o2 gc R `HORI M fiR L= CD PI S ag 30 0 30 60 90 SCALE: 1 " = 30' \ V1k6A OB fs 66B 'I fs > ,to Vol ,L04 961 .Loll 1 +� ;onud ZDAUd _ -uo5 e tM -0'w3s r01) fv ZLESI= rguvo'o -a l s NJDd f I9vgl 4 k EOg' y Ir d8G'S' fs 016 `v � !s ogl'9 Ir gee v f^ LY <s Oix mat gga �rm Ir oov'r xia,cni 11a �co4 60A, J07 Is 107 90 5J07 X � 61x 104 LOZ 107 BOd J,07 I 0 1 � LLLL fi� 9A�4 1 99 1_ 5 NI1' 18 609E I6 9 y X 1 +00 IB+00 9 0 H 1� log TrIF an J. ;E q yea m �I v� sayai `�cd 4X 8 q {- ti ozl ld o ell A / Ir ggN'I JA 1pB'I nz Ir otera fs 999 1 A 999`! A g99 `I fr 9S9`, fe gES'F �b EZZ .109 6Zx ,L04 fs + "tD t Is 6v6 'I f9 LZS'1 ( 69U9 Ir go6'I fs Las I Is lV I A : ,9LZ ,607 LEZ .107 &OZ l0'1 6E'Z 109 04Z .L09 14x l09 Delphi Drive Ed. Profile d0l Scale'. 1 " =30' Vertical Scale: 1 ° =1oh C n CIA 0cO L o. C xhPa C rC C c 0 W O J'FIONAL fHO � I I S OPE � �5 l G al e z 19+ OB W CA I Z y Z 455 De w A 15 450 445 X o g Of 1 EL 4t4 §9 OVO` 4 430 � W - a - -- E2 8' GVl co E q R99 _ 8'X08 1EE - .-y O a 415 U W O ,rte Ll 410 � (� p _ 405 Pr W 9�u -400 O W 39S F H z 390 F" U Q 585 UD q z 380 ' �q CO w �G _.t____... - rer. V 370 DOM. PROJECT Ni 3E5 INDEX TITLE: 11 - SE� S P 13 rr N� o m .r SHEET No: 14 OF 37 8§-00 19 +30 DATE, 12/01/14 P,ZZ JAY is 5699 s 190'1 s °ca L a= nra 19vE d d° YS'9 { s $¢ 4Z8 CLOY ls' m i (s Ld5 '! {s 998'1 9PBT (s LZ5'l �° 01l'Z 9E6 L04 LS2 ZOY PSZ 50Y 6Sd LOY 04Z d0Y 166 .LOY 1 F 900 loll 966 t0Y LZZ J0a PZZ 104 1 d0Y is ISE l (s LZS9 /s 968'! ESZ JOY 5EZ d0Y SSZ we 06Z ✓AY IFi dOY ZEZ aOY (- dtfl°61s (' ,� /0 1 $ F _ 1 s I ease a9� f [ @ — 1 IJDd ON, luawas°3 __— : La i 5 °3 B �V edMJd Ol 096 — s'md IJLWsO0— 5 a so3 HORIZONTAL OURW 11 6 m0 9-'H �W 3b w0 (1,LJf 11i B —�eiY 600 I [ �VE A p_ 2315'11' 1sA.d .0 IIUA1 , d 1°nsd ,Ol is 1V1 A .e T 41.15 R 200.00 O W + RT QE9'6 L 819Z� A L II �6 d 6061 9 f 956'9 ?e 001 0 co No 19' Will is R IPL'r `O� T f 9zd r R rd5'Y 961$ f+ m9'a R 9ez'v k Isdb fs nla v !a scar F 6s6'p znz eoY .,o 0 PI sTA X10 +6Q]0 9tZ aoY - >A cot ISZ,Tg1 051 107 E9Z a0Y LYd 107 96Z a04 541109 6YZ BM Sod CLOY p01' - - \ 0c0 \e� J --6111 r(f1 TC L p t%ytN T +o6r5 .?. ', ✓:..:. .I °aa s W03�9 i a °oo 0 \�� �yts <� 4 _ _ zl e rx a .w e OBI d0Y @(N 11941 5 14w$ � N11' 18 �46 09 E 1 � Y aonu�,L — _ _� 9806 �1 it ua,A9 , �� _ 0 0 e= n , � . —e ,l a T1, a�.AZ X g _ � _ _ - -- — _ - - -_ � — _ __ -- __ .. � R 00.0 % �1u ZSt ONAL E'�� f q�z a: 0, °1� b (1 Xon C 0200\ Fes. sA is 33 400' 4S1, . �8 / I '2 1. 1osAen�r m 30 0 30 60 90 SCALE: 1 " = 30' INDEXTITEE: SN5 SHEET NO: 16 OF 37 DATE: 12/01/14 Terrace Lane Profile crr a Lill tL 9 cD Bruin Ilm tore c.a [e t m Hertz. Scale I"=30' Lit rated irc titGrS and ales nu rests ned z C"J E °' Vertical Scale 1"-10' Design Speed = 25 mph; 290 VPD m a a., LU 435 0 ZERMCAL CURVE BA.. e ' _. -- _ W E _ �a :%EI 4TA 15+21,70 - - a J nu ilitE SP[ 1do t nl A'+' _ a0$��w Y 465 MICIT R6 Na MR 6 0 TEN 190 CO ? W4at I ONnl W�Cl m K 13 Y5 Sepacrin b t eon Storm nnj Wunerino 1 -- 15' ED— HE 5TORM SEW � _ 6 66} - - - — cps ,to [choi-eD lwtedn jn San lr .,e or 1.R 15 NDPE STowsEW 460 a 5TA 16+9)48 ,..a- \ - ETV,-419 MI EAST GRADE ST R 16 +7468 - - Lu ; ass o _ {NY. U4D6 GO t Ma - 425 - VERWAL LURVE#55 N6 LL k _ W92— _ 450 �5X _rM y � - T -� _ 1 - {Z618�� FR EL = 414,34 f EL 41156 War /, r / Lot 244/ INDEXTITEE: SN5 SHEET NO: 16 OF 37 DATE: 12/01/14 Terrace Lane Profile crr a Lill tL 9 cD Bruin Ilm tore c.a [e t m Hertz. Scale I"=30' Lit rated irc titGrS and ales nu rests ned z C"J E °' Vertical Scale 1"-10' Design Speed = 25 mph; 290 VPD m a a., GO 435 ZERMCAL CURVE BA.. e ' _. -- _ W E _ z a :%EI 4TA 15+21,70 - a J nu ilitE SP[ 1do t nl A'+' _ 465 6 TEN 190 CO aepa ation b ,on 3torrn or 1 0 tar, Sever 1' m K 13 Y5 Sepacrin b t eon Storm nnj Wunerino 1 -- 15' ED— HE 5TORM SEW � _ 6 66} - - - — cps ,to [choi-eD lwtedn jn San lr .,e or 1.R 15 NDPE STowsEW 460 a 5TA 16+9)48 ,..a- \ - ETV,-419 MI EAST GRADE ST R 16 +7468 - - Lu ass �-J _ {NY. U4D6 t Ma - 425 - VERWAL LURVE#55 N6 LL k _ W92— _ 450 �5X _rM y � - T -� _ 1 - {Z618�� FR EL = 414,34 f EL 41156 /, r / Lot 244/ —RNA 445 . - _ t _— 440 INDEXTITEE: SN5 SHEET NO: 16 OF 37 DATE: 12/01/14 C"J E W - 435 e _ a -- 15' ED— HE 5TORM SEW � STA. -14+13 l§ 15 NDPE STowsEW a 5TA 16+9)48 ,..a- \ - ETV,-419 MI EAST GRADE ST R 16 +7468 - - - INV -032N �-J _ {NY. U4D6 t Ma 425 JN a _ F ti INDEXTITEE: SN5 SHEET NO: 16 OF 37 DATE: 12/01/14 ON SIRFFT PARKING LOCATION TABLE STREET (STA) PARKING PERMITTED ON LEF— DE PARKING PERMITTED ON RIGHT SIDE DELPHI LANE (10+00 - 12+00) YES NO DELPHI LANE O NO DEC _ MIADIEIEE YES NO DELPH D 11 (10 +00 -12 +50 _ - -- NO NO DELPHI DRNE (12+50 —END) YES NO TERRACE LANE NO YES KNOLL-LANE NO NO SIGHT DISTANCE LEFT FROM KNOLL H] ALONG DELPHI LN. VERT. SCALE 1 ° =10' HORIZ. SCALE: 1 " =303 5 IVA e °ono° b `L S L9T eee LoT L5 Lor z5e LOT ?55 z,16t f LOT 254 $G93 rj 2616 sf 8,274 O Qe 5 d bP n& 4 s° �RL 1b #w, i� A 29' \ 4 �'± E _1 2�4ir1J/LMt T°'R 561 21 5552W 3562) h 1 \�H VL g2 V` �7 HORRO NTAL CURVE a 4 DSb'SB' �'LY dyL Yu; T 2]32 R 11505 T \T \ 356 ° + - �HORIZOMAL CURVE '53 53-04 w 1 i 815806• LOS Z21 LOP 229 CO 5Q' 2d 55W "'o -O LOT 219 T 1655,1 2.95a sp 2r4a rf 2,275x1 PI SiA 13 +1012 �T916 216 R Soo L 11935 LOTS /d LOT 217 �T9s 39L5 $f �� g e c 10711 Z468 sl 2 382 ,f 2 6oH sf yP Spy 0 S =w5 C hz "� 0 C CC •� C C 0W Q E bonkmeR t - ic'C.\\ \ \\�\ y „i M X..;_ -. Painted Can And- ba P d PEP Si a i OUT OFT — OKI GET T . m , -- v r ..TT - --- / Eat --}-- _ �- OPT Lane - r - 2 'N t Skip °�" L - _ p6 596' OPT KID -A 6 Sp 9 e Rd tir °r zol _�>_�N --,- -_ ..–�,. 1. a' Loper 4F Tim PHIL 1 A,_ ;;_t_y zL / PVLVe BIT ` r / RCI EYr310 — _ _ I% _•i WOE: 364 - - - \ ' rdid and, 215 Boa � — 111 :RC _ _ .- �ss.n_.. - - -_. NPR >d P9 pasetl`. - C'Vy�)s ed .s (roPl T `1 -._ TERM BE , ti ��— or �Adfid shire Line — it EA ISO 0i _- _ _ -' [ i3[ g 12 iMomfi R t 20 - l - 3__i ,.'.T._ -- -_ ,L - -a-_ -- ID— __._ist D tl YIID'vYines 7 _ - -_ - ._ .,.- -- onl Pm t R ¢tl _ -� "- - -E ISt�ECR` Lan to u,ax Line _. _. =✓ _ Std a - - _ - -- % / - -V 11 dlh REFT _- _ P t t t� �GaRDVr InG Vvr._W4dt1 f./A -- 12 9 rmmn em _ _ _ > rqa sronst _ 384 _ 12x8' srev - at Do blot a Les _- E W� L-AMde Slap�e?0 An, i - - i .t0 ITT 4/u BRAir r t - mFa sP soa GT aDrve ,�. along Store TATTOO 20) ELIE in T - —" - \ e DEC' ab DE lox, n 1NQQ aioo 15 +00 t Rallna P 15+22 � 15X25 Space —m dm Laa' y rn 1X9 iPa�P>aa,s < ® a 1°�� ® P S L it - GO 2 -CAR LOT 266 LOT 265 e'CAR 2-CAR L09 SERIES . 11 3C I 5926 sf g29B cJ L07 Re 6 - 18X9 Parking Sp �� I8X8 Ve)HC $pace P —0� FFE�3779 FT- AT- FEE -x028 \ �� fief -36].9 RF" :10.9 nr£ 3]22 OR 'e, /D AEG Managem t 9 - LOI 28] FlusNr °ceme s or nt (011+°') = � \VIII^ tsA6 f S - - -- - ® - _- Fl rSPACE � FEE- 3R5 SEE _ - �TTT -- RFE ;3535 K I ' � r. Ardth Private - I 4 Son Sewer fesaTCnt Prind[o Los-/ VV Pressure Foroe Hain O c^ So OLtas) l � T 6 _e Mot 20 aC P ° aas se . r � I Glen- A Tratl G #1 EnTSUBC Side TIED and renGe { I i �F Gnd I XI Bus Shelter Al mE S'MI Y pl Ememmt Stone F n A/ Eldrorce n Boo Pointe API'0 -'TURN VETTICAL PROFILE J 49 DO N 3 AUTO TURN EASED IT Hill ArEsel TRAVEL LANE ASPHALT PAVEMENT ACCORD IT A EDGE OF ERNST PAVEMENT H eweTRacTaNLGxT EXISTING ASPHALT LAYERS PROPOSES ASP +x�L�.nrs eassrwe OJEENC[ v KSEG sueeu[ CONSTRUCTION JOINT DETNI ® REMOVE EXTONG ASPHALT LOWER PROPOSED ASPHALT wDCxxa LAYERS ® PROPOSED MINIMUM 1 E, INCH rr AS R_E 12 INC ar R GREATER TEEE AT v Y TO HALT THE FUEL THICKNESS OF EXISTING ASPHALT LAYERS NOTES: P. ACCORDANCE ° PROCEDURES a of E¢er Na GET: E:ENGIN FBI MA� Or ITS EXASTING AND PROPEREED PAVEMENT SEOUL BE A)DREANNED IN THE PAVEMENT �N, * A CHASE OF THREE VEGAS SHALL BE TAKEN fil THE CENTER Of THE ADJACENT TRAVEL LANE TO � ° EXISTING PAVEMENT LAYERS, THESE CANDES SHALL HE SPAPED NO MORE THEM 500 FEET EVENT * THE AXIMPOT TRAVEL CARE SHALL OF MILLED A MINIMUM DEPTH OF I /A INCHES Al ��D All" PROPOSED PAVEMENT WIDENING SURFACE COURSI WAGES Ad Em T * THE ENCINME MAY REOPEN THE MILLING ADD EFFECONVE SURFACE I)RM�. EMETH of THE EXISTING PAVEMENT ENGINEER roe E ADJUSTED TO BELIEVE AS PAVEmmGRDss SLOPE RESTORAD CURRENT TO THE INTEGRAL OF THIS ENGINEER, & EXISTING PAVEMENT DARKNESS ANN HACKERS WITHIN TOM CANNOT LIMITS 7 FINAL TRMAVA�E PAVEMENT THEEN Susan CONFORM TO THE RBOUIREME� OF SECTION AAG5(d OF THE SPECTROADWAS EXCEPT THAT ALL board AT TIE IN LOCATIONS WHAVAL BE TESTED VOWED A 10 FOOT STRAGHTSEVE IN WITH THE REQUIREEMENTS OF SECTION SUGGEST) OF THE �VOOT PAVEMENT WIDENING aEa" All EREVSCx oaf _12F 1 All DEREARTMENT OF Tw OnArlou ns �1 \DGT STANDARD El 2 DRTA�L_ ot to Scale - 1 aanaD:e N'cm Public REgM -Of -Way — ,r TIRE TT 3. CL 'TRUCK PATH EP Lear A _ -e- - ��� 12 1. Ou9h 12' r wUSe � 12' `wn 10' Shwltlu `.^. e lure Lane r8 Paved) GRADE BREAK HALL OCCUR AT TMc EDGE ` - a 'HE EtlSrIN 11EWGH LANE PLtASE� �i E Road A -- 1 BEFe TO usGODl 0 FOR MORE FIFTH AD 1 �a� al snc Eon MORE Detnl - Iran IVid1A P./IV 2" SI 95n' E I Sup-_ ted Seell°a 2%. w �1 A WP 2 OUT AS ABG Ionic CAST Flan I I hoigh comply Al 5 sh 11 compry 8' 21 —A* 5' BM 2YAA 'm'Ststandard r u6, WILL c. t hem Arterial Sire... System III 6t COMPACTED SUBCRADE d m rvim VDDT�1 959. LKMPACW.➢ and shed at le Detail and eearl et least motor, �� lPICAL LROSO SECTION DETAIL FOR STALE LOUIS nS o anent 1 3C 0 30 60 HO t t ar RATES 1v �2�• R• zo _ SCALE: 1 " = 30' � BA War�RO SfAle {: ES An C tg ME NLI. o C N 0 C C E C 0 w _ Al�n c ��wh- r. -�C /9c P �n all ti v J N co F z 9.00 21 A2 Fire Truck - Albemaire Width _ 925' Track O 8.00' Lack to Loss Time 6.00' Stecring Angle : 30.0' 3 AUTO TURN EASED IT Hill ArEsel TRAVEL LANE ASPHALT PAVEMENT ACCORD IT A EDGE OF ERNST PAVEMENT H eweTRacTaNLGxT EXISTING ASPHALT LAYERS PROPOSES ASP +x�L�.nrs eassrwe OJEENC[ v KSEG sueeu[ CONSTRUCTION JOINT DETNI ® REMOVE EXTONG ASPHALT LOWER PROPOSED ASPHALT wDCxxa LAYERS ® PROPOSED MINIMUM 1 E, INCH rr AS R_E 12 INC ar R GREATER TEEE AT v Y TO HALT THE FUEL THICKNESS OF EXISTING ASPHALT LAYERS NOTES: P. ACCORDANCE ° PROCEDURES a of E¢er Na GET: E:ENGIN FBI MA� Or ITS EXASTING AND PROPEREED PAVEMENT SEOUL BE A)DREANNED IN THE PAVEMENT �N, * A CHASE OF THREE VEGAS SHALL BE TAKEN fil THE CENTER Of THE ADJACENT TRAVEL LANE TO � ° EXISTING PAVEMENT LAYERS, THESE CANDES SHALL HE SPAPED NO MORE THEM 500 FEET EVENT * THE AXIMPOT TRAVEL CARE SHALL OF MILLED A MINIMUM DEPTH OF I /A INCHES Al ��D All" PROPOSED PAVEMENT WIDENING SURFACE COURSI WAGES Ad Em T * THE ENCINME MAY REOPEN THE MILLING ADD EFFECONVE SURFACE I)RM�. EMETH of THE EXISTING PAVEMENT ENGINEER roe E ADJUSTED TO BELIEVE AS PAVEmmGRDss SLOPE RESTORAD CURRENT TO THE INTEGRAL OF THIS ENGINEER, & EXISTING PAVEMENT DARKNESS ANN HACKERS WITHIN TOM CANNOT LIMITS 7 FINAL TRMAVA�E PAVEMENT THEEN Susan CONFORM TO THE RBOUIREME� OF SECTION AAG5(d OF THE SPECTROADWAS EXCEPT THAT ALL board AT TIE IN LOCATIONS WHAVAL BE TESTED VOWED A 10 FOOT STRAGHTSEVE IN WITH THE REQUIREEMENTS OF SECTION SUGGEST) OF THE �VOOT PAVEMENT WIDENING aEa" All EREVSCx oaf _12F 1 All DEREARTMENT OF Tw OnArlou ns �1 \DGT STANDARD El 2 DRTA�L_ ot to Scale - 1 aanaD:e N'cm Public REgM -Of -Way — ,r TIRE TT 3. CL 'TRUCK PATH EP Lear A _ -e- - ��� 12 1. Ou9h 12' r wUSe � 12' `wn 10' Shwltlu `.^. e lure Lane r8 Paved) GRADE BREAK HALL OCCUR AT TMc EDGE ` - a 'HE EtlSrIN 11EWGH LANE PLtASE� �i E Road A -- 1 BEFe TO usGODl 0 FOR MORE FIFTH AD 1 �a� al snc Eon MORE Detnl - Iran IVid1A P./IV 2" SI 95n' E I Sup-_ ted Seell°a 2%. w �1 A WP 2 OUT AS ABG Ionic CAST Flan I I hoigh comply Al 5 sh 11 compry 8' 21 —A* 5' BM 2YAA 'm'Ststandard r u6, WILL c. t hem Arterial Sire... System III 6t COMPACTED SUBCRADE d m rvim VDDT�1 959. LKMPACW.➢ and shed at le Detail and eearl et least motor, �� lPICAL LROSO SECTION DETAIL FOR STALE LOUIS nS o anent 1 3C 0 30 60 HO t t ar RATES 1v �2�• R• zo _ SCALE: 1 " = 30' � BA War�RO SfAle {: ES An C tg ME NLI. o C N 0 C C E C 0 w _ Al�n c ��wh- r. -�C /9c P �n all I WE IS BE Ed 0 HE vii BUT O ON LL � co F z `a O U O O W CIE I Uri o� �o w 8 a We °a 0 CV P CAN 3 U Q 0 4a W U z I WE IS BE Ed 0 HE vii BUT O ON LL � INDEXTITLE JL 1 61 SHEET NO: 18 OF 37 DATE: 12/01/14 co F z `a O U O O W I o� �o w a We °a 0 CV P CAN U Q U W U z F 'II HE INDEXTITLE JL 1 61 SHEET NO: 18 OF 37 DATE: 12/01/14 LORIS. SCALE'. V -31 URT. SCALE. 1 " =10' _ 0 395 lz 3.... mn e6�sa _ $m ' 1 -OF slorrrsoP pipe IF Con pa Fill to 9�i Foy yurn bon,i Con o . ml 2 For t.' .I 405 If n_ ernforykneit mat rat 6 _ $n a soe-,saive ,'form layers not more loot , n k ces b f onva'hoe in placerrent of 370 400 _ It o-z z 365 PROPOSE6 Efiry z _. 9450 lector 21A stone Lase if Installed betLeen the ex3dna c ound and the pmoo od Im IeYs bare In efforls to oCL-1 the risk of J 395 r fill Dmprct on re alts prior to your Jose, terce. - B. -OIP WATERLINE n E%IST WADE C .e 0 C CC m n G 0 W Q Oily- 0 _Sez U 3 u C 5401_ 395 lz 3.... mn e6�sa _ $m ' 1 -OF slorrrsoP pipe IF Con pa Fill to 9�i Foy yurn bon,i Con o . ml 2 For t.' .I situation ant t -hat place 5 I 9.% .paCon & ernforykneit mat rat 6 _ $n a soe-,saive ,'form layers not more loot , n k ces b f onva'hoe in placerrent of 370 exodvate voranflv lad fill and instal pcct d JECT It o-z z 365 G?� z _. 9450 lector C .e 0 C CC m n G 0 W Q Oily- 0 _Sez U 3 u C 355 Q DO 'zz w t _ F v1 �4C � rs Ni I- DOM. PROJECT N0:14.W3 [Notes INOEXTITLE: I lost a n a 11 shall e m Far tw r notes it s tru rh a -rester drop dn,nc over J u 2 )anti s •s (FL -l) shell be oro red for of Ilnnnrarr Svfoar tors serecol) SM stmc`ures taller than 12' latedine. 1' J 'r I ateps shall be provided foe al, s4uctrres Sirfcry Sewn' 1 SHEET NO: 19 OF 37 mt a' dteplh orgrefcor. DATE: 12/01/14 5401_ 395 lz 3.... mn e6�sa _ $m ' 1 -OF slorrrsoP pipe IF Con pa Fill to 9�i Foy yurn bon,i Con o . ml 2 For t.' .I situation ant t -hat place Ill d Llets I 9.% .paCon & ernforykneit mat rat 6 & be placed a soe-,saive ,'form layers not more loot , n k ces b f onva'hoe in placerrent of fil y,,lru,T, .- chat'. exodvate voranflv lad fill and instal pcct d JECT std 21A Slone ir on S C 8 o co r,a..eo 21A area entered on the Ivo'r. °lantractor sqrll repeat has o1_, -Con Fruit an 5X8 o e compf 21A stone Lase if Installed betLeen the ex3dna c ound and the pmoo od Im IeYs bare In efforls to oCL-1 the risk of 390 earl'. rGvide Yost r fill Dmprct on re alts prior to your Jose, terce. n Sis 0 ICY') ter+ H Via 0 — PRWOSEO — — DOME €%ISi GAQE pv W _ ti 3"15 F . .W7 WO z O rx 3)0 a PQ - J�5,- 1'HOPEW2 IR 5 36e p ESE 15 N61'f 0 " 6O 6973 PEQ 21 Coo 360 E Z n P'. fZ 355 Q DO 'zz w t _ F v1 �4C � rs Ni I- DOM. PROJECT N0:14.W3 [Notes INOEXTITLE: I lost a n a 11 shall e m Far tw r notes it s tru rh a -rester drop dn,nc over J u 2 )anti s •s (FL -l) shell be oro red for of Ilnnnrarr Svfoar tors serecol) SM stmc`ures taller than 12' latedine. 1' J 'r I ateps shall be provided foe al, s4uctrres Sirfcry Sewn' 1 SHEET NO: 19 OF 37 mt a' dteplh orgrefcor. DATE: 12/01/14 5401_ lz 3.... mn e6�sa _ 1O +co ' 1 -OF slorrrsoP pipe IF Con pa Fill to 9�i Foy yurn bon,i Con o . ml 2 For t.' .I situation ant t -hat place Ill d Llets I 9.% .paCon & ernforykneit mat rat Shelf consist p oyhnnnyonlly of sial & be placed a soe-,saive ,'form layers not more loot , n k ces b f onva'hoe in placerrent of fil y,,lru,T, .- chat'. exodvate voranflv lad fill and instal pcct d JECT std 21A Slone ir on S C 8 o co r,a..eo 21A area entered on the Ivo'r. °lantractor sqrll repeat has o1_, -Con Fruit an 5X8 o e compf 21A stone Lase if Installed betLeen the ex3dna c ound and the pmoo od Im IeYs bare In efforls to oCL-1 the risk of 0l Tc. Contraclor earl'. rGvide Yost r fill Dmprct on re alts prior to your Jose, terce. 355 Q DO 'zz w t _ F v1 �4C � rs Ni I- DOM. PROJECT N0:14.W3 [Notes INOEXTITLE: I lost a n a 11 shall e m Far tw r notes it s tru rh a -rester drop dn,nc over J u 2 )anti s •s (FL -l) shell be oro red for of Ilnnnrarr Svfoar tors serecol) SM stmc`ures taller than 12' latedine. 1' J 'r I ateps shall be provided foe al, s4uctrres Sirfcry Sewn' 1 SHEET NO: 19 OF 37 mt a' dteplh orgrefcor. DATE: 12/01/14 HORIZ. SCALE': 1" ='30' VERT. SCALE. I' -10' INV -41929 11 +00 12 +00 415 ,- 410 as 405 42 410 4: 395 4b 390 41 385 41 380 4( 375 4C a65 sc 1 IF ,hap 1g 35 0' DIP WADI PROP0 m - SPA. 14 +24:45 M 400 !NV =395.64 - IF Slimbrum Cover. - 415 440 9i& 15 HOPE bN +R I 395 m provided for all -1440 comoacied 21s area s^ 390 opero -on uetl Fri _ Ural 12' 1 0° 8' %8 o conl ied °o° arc the '1 ST -1 step shall 0 for 6I strictures ° en Fie 385 shah p nde A001 410 435 TT� _ vr/ fill aornpacI101 result prior to road arertoncr, -455 rN 415 435 n 380 4l5 425 410 390 pn 0C 405 � � _ M >z 31, 400 Z> 9V _ 0 10100 11 +00 12 +00 415 44 410 as 405 42 400 4: 395 4b 390 41 385 41 380 4( 375 4C ?z be IF in sc 1 IF ,hap 1g 35 provided for Y m - 3E 420 445 Optimum Vablur, 7 445 ape - 400 2 t0r inlets in fit E 4 95% compcctlon & Notes- Cm mh.-kment material v e ?z be IF in ansosssise rF 1 IF ,hap 1g S provided for Storm -von Ia @, . m - -46C M ornarcaol shall all stri du es v+th a 4 or greater IF Slimbrum Cover. - 415 440 II I so m provided for all -1440 comoacied 21s area cente _d o the IF Contractor s' all Y i' mis opero -on uetl Fri _ Ural 12' 1 0° 8' %8 o conl ied °o° arc the '1 ST -1 step shall 0 for 6I strictures ° en 1n -florte In reduce [no risk of seDling Cc [ odor shah p nde A001 410 435 TT� _ vr/ fill aornpacI101 result prior to road arertoncr, -455 435 415 435 3 a92x 4l5 425 410 390 pn 0C 405 � � _ \ - 400 PROPOSED GRADE^1 � g 395 z 4 405 430 w �o z -` 390 365 _430 450 P _ - 9605 ^ 15 PE ® R9 ago DOM. PROJECT NO:14.003 - PROPOSED GRADE- - 400 425 SM � SHEET NO: 20 OF 37 -- 425 1 4450" �xlsc 385 n —t ®45R< " m^ 1Jr DIP WATERLINE 395 -'dIR WAIERIfN - 05 aD 15 NOPE 420 STA =14+0269 ST0.10 +1404 A 12142,11 8" HIP WATERLINE 24 9 IS' 11101 WX : 440INV= 446.03 390 4U _ S o - -- 415 O 400 380 _ _ 380 390 _n s: 385 414 o ai S 8150 - -435 380 40S z - - 395 405 9f50 10+00 :..375 ______ -430 10 +00 390 J 24 51 415 385 425 w ` nJ 420 380 Each GRAPE i p 1 LL LL 40^ g... °n -- 4t5 —'F3" 4001 + PROPOSEDi ADE + T -1410 39` _ 5 ug va If° oo.:::I rii_. -ri rx i - -'405 x_ m__ m 13ino 14 +00 38, 420 445 Optimum Vablur, 7 445 ape - 400 2 t0r inlets in fit E 4 95% compcctlon & Notes- Cm mh.-kment material shall conga predbrr,ronply of Fail ?z be IF in ansosssise rF 1 IF ,hap 1g (IS 1) Final! be provided for Storm -von Ia @, . v=rs noT m -e that 8' it chness before conni o cis ornarcaol shall all stri du es v+th a 4 or greater drop. Slimbrum Cover. - 415 440 stc. 21A stone In or 8'X8' o.c. so ,aL -?1 steal be provided for all -1440 comoacied 21s area cente _d o the IF Contractor s' all Y i' mis opero -on uetl Fri _ Ural 12' 1 DotedLe_ V 8' %8 o conl ied 2'A 3Top, 3ose Is installd b_tueea th e e =ring ground arc the '1 ST -1 step shall be p rnded for 6I strictures ° en 1n -florte In reduce [no risk of seDling Cc [ odor shah p nde A001 410 435 TT� _ vr/ fill aornpacI101 result prior to road arertoncr, t', 435 415 435 3 a92x 4l5 425 410 390 pn 0C 405 � � _ 400 400 � g 395 z 4 405 430 w �o z -` 390 365 _430 el P _ - 9605 ^ 15 PE ® R9 ago DOM. PROJECT NO:14.003 - PROPOSED GRADE- - 400 425 SM � SHEET NO: 20 OF 37 -- 425 ES' �xlsc 385 n 425 405 m^ 395} 405 395 420 nvip - 420 ST0.10 +1404 8" HIP WATERLINE B DIP WAIE11 390 4U _ S o - -- 415 O 400 380 _ _ 380 390 _n s: 385 414 o ai S 8150 10 +00 r, 380 40S z - - 395 405 9f50 10+00 :..375 375 370 " 1_ For 1a msewer pipes r I'll Compost Fill Is 9,9 Optimum Vablur, Conteat. ape - 400 2 t0r inlets in fit sit"ta Conbactor shal place fit under incts at 95% compcctlon & Notes- Cm mh.-kment material shall conga predbrr,ronply of Fail ?z be IF in ansosssise rF 1 IF ,hap 1g (IS 1) Final! be provided for Storm -von Ia @, . v=rs noT m -e that 8' it chness before conni o 'r plat n er t el fit ornarcaol shall all stri du es v+th a 4 or greater drop. Slimbrum Cover. - azcavete races Ly laid fill and Instoll compoctec 1'DOT stc. 21A stone In or 8'X8' o.c. 2. Softely slabs ,aL -?1 steal be provided for all Vionimurn Sepr a o Abe `icdb comoacied 21s area cente _d o the IF Contractor s' all Y i' mis opero -on uetl Fri stou-bires roller Ural 12' � DotedLe_ V 8' %8 o conl ied 2'A 3Top, 3ose Is installd b_tueea th e e =ring ground arc the '1 ST -1 step shall be p rnded for 6I strictures lonbary Sewer. V proposed Ls hose 1n -florte In reduce [no risk of seDling Cc [ odor shah p nde A001 with a 4 dbrjh or greater . TT� 410 vr/ fill aornpacI101 result prior to road arertoncr, t', 435 415 3 a92x 445 ° °° ilA ape - 400 F35 410 [ SiA 1D+2431 Cm N4 =39622 C N - m 0 _ d IN4r41Rb& _ 415 395 440 420 5 h0` _ 420 430 DE w` 420 C/D U � O a z U ais m 8 a CE � TT� 410 n= t', 435 415 3 a92x 4l5 425 410 390 pn 0C 405 � � _ 400 400 � H N� 395 z 4 a w �o �✓ 390 365 43o el P _ - 410 ago DOM. PROJECT NO:14.003 - PROPOSED GRADE- - INDEXTrtLE� 50 35 SM � SHEET NO: 20 OF 37 DATB 12/01/14 ES' �xlsc 385 n 425 405 395} 405 h15 nvip PROPa E48RADE _ 8" HIP WATERLINE B DIP WAIE11 1 -0A1ri 420 400 ilA - 400 F35 410 [ SiA 1D+2431 Cm N4 =39622 C N - 30 0 _ d IN4r41Rb& _ 415 395 V'm -395 5 h0` E z DE w` 420 C/D U � O a z U ais 8 a CE � TT� 410 t', 3 a92x - H 410 390 pn 0C 405 � � "390 400 400 � H N� 395 z 4 w �o �✓ 390 365 F no Do 560 so DOM. PROJECT NO:14.003 555 INDEXTrtLE� 50 35 SM 340 SHEET NO: 20 OF 37 DATB 12/01/14 ES' 405 385 n 385 395} o nvip gM m 400 380 _ _ 380 390 _n s: o ai S 8150 10 +00 - - 395 3r _. _5 :..375 ______ 9+50 10 +00 390 24 51 415 385 w ` nJ 380 Each GRAPE i 1 40^ 4001 PROPOSEDi ADE Vm 39` 5 38, 6' DIP WAfERDNE _ SSA 1D +496O 380 § p +N4 361 D1 ' 375 0 ti _ -1 z 7 365 -F"n _3_ _. 9 -150 10 +00 11 red 1.34% v9 €� F35 [ &> - Cm C N NF�es 30 0 _ d S LE c b 425 5 CYD E E z DE w` 420 C/D U � O a z U ais 8 a CE � TT� 410 t', 3 a92x _ ' H pn 0C 405 � � O 400 � H N� 395 z 4 w �o �✓ 390 365 F 1.34% 5 � _ d S 6 J CYD E z O C/D U � O a z U o 8 a CE � rx H � � O � z350 U z w U �✓ 365 F no Do 560 so DOM. PROJECT NO:14.003 555 INDEXTrtLE� 50 35 SM 340 SHEET NO: 20 OF 37 DATB 12/01/14 5 � _ d S 5 _ d 6 J CYD E z O C/D U � O a z U o a CE � rx H � � O � z350 U z w �✓ 365 F no Do 560 so DOM. PROJECT NO:14.003 555 INDEXTrtLE� 50 35 SM 340 SHEET NO: 20 OF 37 DATB 12/01/14 HORIZ. SCALE: 1' -30' VFRT. SCALE: 1' 10' Sturm Sewer notes. Minimum Cover 2' Mlnnnurn Separations (VetO( tl). Waee4ine. 1' Qi Simone Cover. V DATE. 12/01/14 jic No.? 2s fill Cc ps r Fill - Of,lini Poostir, Content l L' c r crc ll Place l d- l t c ' rol car loadorc rll f be e 'ry :m s lh'ckr I :npi cerement f f id rshall HI cnd ml. com�r _tcd ILr .td. 214 sti m 8X8' no, erte�ed or t inlet, C -I I hal' repeat [his operation unni '. ors CIA slon r9tal-d > fit the. e and and in _ foro o , the r as of .,sit ea. Cont actor shall pro d� VDOT 6 1HO TITLE � SHEET NO: 21 OF 37 w/ fill mmmcaoI resdo prior -.a road icce0tince C L Iiae Qi Qi � DATE. 12/01/14 C _ 2 E � � QW w As 1 UU jic No.? 2s i fill Cc ps r Fill - Of,lini Poostir, Content l L' c r crc ll Place l d- l t c ' rol car loadorc rll f be e 'ry :m s lh'ckr I :npi cerement f f id rshall HI cnd ml. com�r _tcd ILr .td. 214 sti m 8X8' no, erte�ed or t inlet, C -I I hal' repeat [his operation unni '. ors CIA slon r9tal-d > fit the. e and and in _ foro o , the r as of .,sit ea. Cont actor shall pro d� VDOT 6 1HO TITLE � SHEET NO: 21 OF 37 w/ fill mmmcaoI resdo prior -.a road icce0tince C E>-� z Qi Qi � DATE. 12/01/14 4 � C) w UU � � Qi U q � U2 � U z z i �I fill Cc ps r Fill - Of,lini Poostir, Content l L' c r crc ll Place l d- l t c ' rol car loadorc rll f be e 'ry :m s lh'ckr I :npi cerement f f id rshall HI cnd ml. com�r _tcd ILr .td. 214 sti m 8X8' no, erte�ed or t inlet, C -I I hal' repeat [his operation unni '. ors CIA slon r9tal-d > fit the. e and and in _ foro o , the r as of .,sit ea. Cont actor shall pro d� VDOT 6 1HO TITLE � SHEET NO: 21 OF 37 w/ fill mmmcaoI resdo prior -.a road icce0tince C E>-� z Qi Qi � DATE. 12/01/14 4 �I I For .' For en 1 II obk t Irl kPorr of more Y c. ante rece ,/ is p ct•d 21A ir, c h c corny ct d p rpo;etl islet- base fill Cc ps r Fill - Of,lini Poostir, Content l L' c r crc ll Place l d- l t c ' rol car loadorc rll f be e 'ry :m s lh'ckr I :npi cerement f f id rshall HI cnd ml. com�r _tcd ILr .td. 214 sti m 8X8' no, erte�ed or t inlet, C -I I hal' repeat [his operation unni '. ors CIA slon r9tal-d > fit the. e and and in _ foro o , the r as of .,sit ea. Cont actor shall pro d� VDOT 6 1HO TITLE � SHEET NO: 21 OF 37 w/ fill mmmcaoI resdo prior -.a road icce0tince C E>-� z o DATE. 12/01/14 � � C) w � � F U q � U2 � U z z � w I For .' For en 1 II obk t Irl kPorr of more Y c. ante rece ,/ is p ct•d 21A ir, c h c corny ct d p rpo;etl islet- base fill Cc ps r Fill - Of,lini Poostir, Content l L' c r crc ll Place l d- l t c ' rol car loadorc rll f be e 'ry :m s lh'ckr I :npi cerement f f id rshall HI cnd ml. com�r _tcd ILr .td. 214 sti m 8X8' no, erte�ed or t inlet, C -I I hal' repeat [his operation unni '. ors CIA slon r9tal-d > fit the. e and and in _ foro o , the r as of .,sit ea. Cont actor shall pro d� VDOT Vote 1 ter hrp rg (1S 111 b provided for al ` 4 g'terdp_ 2 ftc%.Aso.. (SL 1) a.l be pro csd for ill stmctures taller .hin 12' - C slops shal bc pro for all F v,tr i 1 iepm w r�i t_r. ' 1HO TITLE � SHEET NO: 21 OF 37 w/ fill mmmcaoI resdo prior -.a road icce0tince DATE. 12/01/14 HORIZ- SCALE. 1 " =30' VER1 SCALE 1 10 claim Seeer Torcea ofirlialurn C'mr 1 dinimirm Sepoiabons (Verona:). 10 ..-line 1' Sortary Sewe I' ere 440 21 v _ a ..425 '15 425 42J &m 150 445 - 410 420 °+ a 05 420 1435 ...3v m 420 E �40o 415 400 F�420 z IIr RRaPOSED creADE - 395 410 ats 415 - PROPOSED GRADE GRA 3. 390 405 ° >-© .:385 400RARRl ° 410 410 CI ° 3951 430 o o° IN, _. 380 N T149°T _430 jet 385 — 370 490 � _ w L PREPO GIV GRADE 380 to , _ 30.. 391 r .°`vrvuw,i 375 425 z za- __- 10 +00 9,5C 4 35 ere 440 v _ a ..425 425 0 W 150 445 - _1". 420 °+ a 40S 1435 ...3v m 420 a 400 F�420 z IIr 10 +00 Ij ats 415 - PROPOSED GRADE GRA 3. ° >-© ° 410 410 CI - }- ° a 430 o o° ..:.405 405 N T149°T _430 -400 490 1 _ PREPO GIV GRADE 430 30.. 391 r .°`vrvuw,i 425 - 4 g 44 4 I &� I n 390 0 - ;SC 435_ -- _ -z435 ai 01- PRO POS €D GRADE / -410 �- H" DIP WAIT@LINE - H DIP RATERIIa �3a5 385 H`DIP W RUNE STA�12 +Ht i5 1 380 380 ?- z 440 425 40eyyD�T� 405 9450 10 +OD INV ere 440 v _ m Q%,64v`q'v C P 0 W 150 445 - _1". 420 °+ a 40S 1435 ...3v m _t3' a 400 vZI z IIr 10 +00 it ° >-© ° CI ° a 430 o o° 440 4r5 _ N ( _430 445 1 _ PREPO GIV GRADE 430 _ -.425 425 - 4 g 44 4 I n I n - ;SC 435_ -- _ -z435 ai 01- PRO POS €D GRADE / -410 �- H" DIP WAIT@LINE - H DIP RATERIIa ° H`DIP W RUNE STA�12 +Ht i5 420 445 430 �. 440 425 40eyyD�T� 405 420 INV PlElb 42e 154W =Do III a twin ]q00 _ Sin DIP 1 K Ep4 418 : V] - _ 415 PROPOSES GRAD- _ p} 66% 95 . -ti O STA =1D }09Z§ _ Z m 410 1 W _ _ 435 420 e INV. =MI DD 415 G1 fi -- 420 TK0 O .. 0 U E1115{ GRADE z o 125 410 Q - 410 385 = f3II5 ED 0.. s �te 49150' II ]S 1IIIPE 9 D6HR Fee 380 - _ m -380 �-7 PRD DSED GRADE 00 9 SO 0 y 6 W 115 400 z - 430 4'5 low C-1 1 9 +`0 '1 G0 - -415 -CGI U 340 400 Q F r ISE 3 v` u» _� v< j 395 U q DO 105 F- lil�3O5 $ YE� 11 3S IF _ Ra z ey, '�'� U o 1 iz - rri 1 z z r z - 390 _ a z - -_ v, _ _ _ d - 390 _ -� __— 9+50 10+00 11 +00 42+00 13rOJ v C 0 .0 m Q%,64v`q'v C P 0 W 150 445 - _1". 420 °+ a 40S m n- f 400 _ z 9+50 10 +00 v C 0 .0 m Q%,64v`q'v C P 0 W 150 445 - _1". 420 °+ a 450 435 150 445 - 445 420 °+ a -. m n- f ° >-© 00 PJ a t55 440 440 4r5 _ N - 415 445 430 PREPO GIV GRADE 430 +r 4 g 44 4 I n I n ;SC 435_ -- _ -z435 ai 01- PRO POS €D GRADE / -410 �- - H DIP RATERIIa ° 445 430 �. 440 425 40eyyD�T� 405 _O "425 &�1 42e war Ts IfDPE �atss 4001_ Inn ]q00 6° DIP WATERLDIE Ep4 GRADE : V] - 135 420L PROPOSES GRAD- _ ;z 95 . -ti O STA =1D }09Z§ _ Z m _ _ 435 420 330 415 INV. =MI DD 415 390 _ -- 420 O .. 0 U E1115{ GRADE z o 125 410 Q - 410 385 = f3II5 ED 0.. s �te 49150' II ]S 1IIIPE 9 D6HR Fee 380 - _ m -380 �-7 PRD DSED GRADE 1 9 SO 10100 y 6 W 115 400 z - 430 4'5 C-1 1 9 +`0 '1 G0 - -415 -CGI U 340 Q F 3 J U q DO 105 $ -! = -42s 41) z ey, '�'� U o Lgs32x z d w t101B' 396 '� F - t -420 405 - a05 DOM. PROJECT \10:14.003 1 For sto r r P1l t I to / f 'r Idc l t t. Yale L F L 111 t A 12 fill AO rlat % p f & 1 h (IS 1) drill b far INDEX TITLE [)let e y proceed r ,l , " rah , d t h TIa eh P t c all t re wit d 4 a greater GrTh t Ane k at allot A th cxne h nmpa t n r pincer _to cf III. p) ct L,.ctc t 415 400 P T 11 IF 1400 N. ,ettee slurs (SL 1) all be proud .: for c a at recently laid fill and a 1111 cc 42 l l ID r t A .tore m cr 818" oc �, con Fqcter, 21A area -entered on do Flat Nontractor Contractor shal refant bin op cl' _ t t t - thcn 12 1 t r- =hall o o 4deA for all eL ucWres 018 o c. comp tea 71 store case c nstalled between ih, ez' t y I ,rnd „n,; the SHEET RO 22 OF 37 cT ofi.D a 4 dept) re or greater proposed InIeL car, '. efforts IN ae tire ns4 a" ettlln9. Contr cl,:r vhell prolde V007 w} fill compa,hon (eEullc prior to mcd acceptcnce DATE 12/01/14 9450 1u-00 3 405 Jq a= 400 1 +)0 rn 4 L" In .., ._ 150 445 - 445 420 °+ -420 n- f ° >-© 00 a t55 440 440 4r5 _ N - 415 PREPO GIV GRADE 44 4 ;SC 435_ -- _ -z435 ai 01- PRO POS €D GRADE / -410 �- - H DIP RATERIIa 445 430 �. 430 40eyyD�T� 405 140 4zs�t &�1 42e war Ts IfDPE �atss 4001_ Inn ]q00 rr s5'10 r- - 135 420L 420 395 - 95 . -ti O m a 330 415 �' 415 390 _ : - 390 W .. 0 U z o 125 410 Q - 410 385 = f3II5 0.. s �te 320 405 II Fee 380 - _ m -380 �-7 DEE 1 9 SO 10100 6 W 115 400 z - 400 C-1 9 +`0 '1 G0 -CGI U 340 Q F U q DO 105 z U too z d w 396 '� F DOM. PROJECT \10:14.003 1 For sto r r P1l t I to / f 'r Idc l t t. Yale L F L 111 t A 12 fill AO rlat % p f & 1 h (IS 1) drill b far INDEX TITLE [)let e y proceed r ,l , " rah , d t h TIa eh P t c all t re wit d 4 a greater GrTh t Ane k at allot A th cxne h nmpa t n r pincer _to cf III. p) ct L,.ctc t P 0 ,ore N. ,ettee slurs (SL 1) all be proud .: for c a at recently laid fill and a 1111 cc 42 l l ID r t A .tore m cr 818" oc �, con Fqcter, 21A area -entered on do Flat Nontractor Contractor shal refant bin op cl' _ t t t - thcn 12 1 t r- =hall o o 4deA for all eL ucWres 018 o c. comp tea 71 store case c nstalled between ih, ez' t y I ,rnd „n,; the SHEET RO 22 OF 37 cT ofi.D a 4 dept) re or greater proposed InIeL car, '. efforts IN ae tire ns4 a" ettlln9. Contr cl,:r vhell prolde V007 w} fill compa,hon (eEullc prior to mcd acceptcnce DATE 12/01/14 Los nw D ae, Was Roa.X = 361.76 Total none TO I Fow Image ova 5 Lna Lin Co Cape Ve pea ? so Pale rod f Slm Cang Fal Full Total nef ie J'an TGUM, Fw ma rm Lne Cos Le C a Joel I R�Utu�m ('a) AND ceN CM i'me IN) Sys Raw Do up Len9M 9 oR Sna � Fu Dn Tave 9n 2 38676 �n Ha Area CmX an CM i Time sal y Pate Do Up Len U a Slope 6 ae Full Do Out COO ofin Ae (NO NO 0.07 12.40 wle to ^e I'n'x4 Min be (N YR an rn) (nU low tm nl Mae 5 30] 286 3614 380.81 Pol 161 (use 4 (min) (mfel rnn0 hic to (m IX) Ix) 1 (n) (IN 1 (ill,) wha 1057 24 OF 7 TA 6 D,o9 668 Bob 11 9e._ _ n 0 so 2 2m 34.37 Bid ad 426 sp 12249 939 24 to An at 600 Arm 47 26 46 013 0 so DID 447 50 ON 386 ad W9 1 43 o"011 000 ON 000 17G 00 m. m C 94 D do 0> 16 48 27 47 018 P en 014 4 1 1 389 K gol 79250 47a is 22 or 12 an 0 11 2 me 1 C57 0.48 D25 1.70 80 100 $ 4263 b] 0be ran 553 0 OF do 28 An 010 077 008 38, 1 1 as 075 025 14A 60 10,7 525 7 By 42577 421 Be 30 187 010 amento OLD 0100 0 100 0 a 27 40 4 Ad a G22 074 Bit I N 10 106 528 6 as 42817 426 46 3145 0 92 in no 51 an Are 010 069 our D 51 50 105 529 1156 404 - 0 404 Be 23920 397 18 20 ye 1051 004 5 44A 4 0 2 069 017 1 N 60 10 1 5 by so am fib el 11 Gaps 305 15 1269 700 G42 0 070 0200 0 BOB G12 A 49 my at 51 are 078 D 12 2 as 50 its age logo 4m 15 me 58 1196H TO 18 2021 8 OF 0 2t 6 45 6 06S 075 0.47 087 100 Ice 539 468 Add 51 41 2951 2.00 15 9.13 6 O 013 011 D >6 003 1 as 50 c2 6 94 Into co 7V 410 7D 29 510 312 15 1140 age 005 9210 NOW 08 Be 1 066 is 1585 nor 0 B be 37 53 0 Do IN G 14 190 50 101 ON ON 411 11 Do 79 69990 770 15 live BOO 0. f B 47 7 010 072 007 7 617 C 7 45096 INDIA 8553 4,92 15 1433 sea 212 an Do Ad Oil 0 GO ODD 175 50 100 540 9 41593 42103 OF w60 585 15 1559 772 0,17 C 48 3 007 075 005 0 Do 50 50 670 D N 443W mam 2950 149 15 7 IF 111 172 20 FDA 0 DO 4 on 061 014 100 0 14 1 23 AN 18 be fore 4 ed 15 14 gly J70 U09 91 On 22 0 Do 005 0 a D 0 15a 4,52 a 75 INDIA 3a7vI lean 2,17 by As By con 014 005 4 do 0 Be 017 110 10 "1 Auto son 0 me Been 0 do 06 n 2A 041 400 0 W 077 0 W 077 In 100 600 AM 1 Do 72 me y 40 15 1756 1 68 0 W 11 D 10 0105 0 OF 004 Z 42 60 ill 4 on 88 45 or 00 obAn 6863 261 X 107N 17 an 0 Or N 10 000 "a 100 000 an 4B By 0 17 400 080 0 re 000 0 Be 001 98 6 Or car 186 12 18 11 020 076 Go 040 50 75 507 237 Wor w 36514 749 4 al 15 man wt Dan I Rarely In, a Q a late onto Joan wear Carol Glen Carol Gal Loan 1,10 amid I woriff 59 41 Ne 009 0 5 Curb mrs 434 ID 3 In Allen owt C� Io7D fi6 240 is in 12 00] sly" in no S, as 50 65 No 365.38 Ared, 59.]3 285 0 1098 4Y OAS Ind a,, Ther, I ineve ad C, si. no �tD Spain 39 61 Wa (,,in,) do (,ill (,be BN (of,) An to VAR ma on is.) DOW) Ce (a) in ple) (,a) al no (MR) man offel (ill on 47 N 1 13 4 00 D 80 042 0 as D43 100 IN Be 1. 1a 15 4 > 1 915 C6 52 5B Of 02 110 B. 0 6. ]S BO 187 15 9 16 5 0. 0 1 0 4, 3£. £ 36 la 0se 63 59 N 0 A 045 5.0 0.2 5se 2.W 26. 352 I 00 9 17 6 1 6 016 0]1 0.11 1,91 5.0 150 458 5000 36721 36895 as 22 718 36. :1676 900 005 W 0. 0 3 602 "196 1 4 - 10 016 36915 3 833 36 61.06 1016 0.19 be 61 W 0is 0R 009 0 50 810 OU3 61 0 6.19 1 eG6 6 2] 19 e 1 Ota 071 Bh 50 f 5].R 375. 00.48 9£11 101.10 9.98 O.A ' W 6W 62 151 0% Dan 054 50 5.0 670 389 4"an by212 ' 48860 229 ]e Z OD 20 EX2 19 006 068 003 130 50 1. 5a .e] 380 68 9840 10167 331 M112L43 097 521 An Do 0 10 4 00 077 031 001 031 001 98 8 On Ago 0000 0055 0 NO D10 1 22 81 248 upt 4 Or 0 a 045 0 Ce 042 1 On By Do Ono Dim 0250 0 ago 0 11 2 14 B4 30A h 5 026 0]8 0 W 0.16 a0 6tl 615 090 1 92 2. 4222] 0 0 3.Bn 33] 1 11651 u80 061 21 E%34 2G 005 083 004 134 5.0 14.3 085 5853 39448 Si AOW 2 0 10861 f0 010 123 000 0 a 001 N C Do Coo 0 Des Byte 0 020 DID 1 is 83 64 1 118 goo 0 50 OLD 009 OW 009 00 Di GIN 0200 Ono DID Dan or 60 30E 6 ] 032 055 012 0 12 5D 50 6]0 001 4:i n] @998 1101Po 62 12 1 9 30 109 1>B 22 9 21 005 079 0.04 130 - 00 W.3 488 509 38659 38795 3895 ?oi ie Le 0 349 016 69 32 52 044 040 021 OB9 50 fO.D 590 461 41070 41323 S05W 9fi6 15 1236 3£6 026 23 ID 22 000 000 000 111 02 W.0 470 591 39255 38857 50.22 2:03 15 920 675 017 sin DO C 00 n A G12 Am Ono 17D ON i on 74 Cartel LOO 0230 0 200 1? 52 Do 400 075 057 000 087 000 100 6 Do CIM, 0 020 0 ON DOW 0 TV 3 is Low Intat all Orris Runoff lung mutual =me PIP, f CFOIIO Vol Pip, [aM GN Sya Rah W BOA 1 51 Slaw $he Fur 000 ta 0 W Lae ID in No A... CaeX D 250 OM rime Sy Pam 020 4 00 LIMED iSlope Sim 001 no navel In 6 no All 0 D20 D On 0020 117 1 2h c BOA 0 178 016 C01 016 0 Or 59 a 00 Car DOW 0 WQ 0010 008 0 92 90 DO OLD BID 0 an 000 ' we DO (C) (min) (mm rronn sml (m me 1m (x) (in) an (m) tutu) (ac) (m (mm (,lot tight mom Im (m (a) IN) om (nh (m) (mm 24 11 An 009 0 Do Oon ill 50 IF6 476 5 OF $as 77 39269 10320 980 15 n as 714 0 A 70 33 69 023 079 in 065 50 99 542 3 an 41342 41417 3421 219 in 956 522 0 17 go 14 24 013 0 IF G 10 sea FD In 2 4 ded 4 Do 3928Q ABC he letter 505 a deal 565 0 As 11 N 70 016 0.80 013 028 50 01 582 1 R 4 1 a 28 15 25 006 D72 004 040 60 127 Ill 1 DO 401,35 40.32 AQ7 1023 Is 2066 1062 0 52 72 35 71 013 0£e 010 DID v.0 50 670 D69 4 149 15 fan) 2 as 089 sage; n 701 0 IF 417 7F 42742 N 95 12 ing 12 12 on 1 ff 308 17 2 OES 010 80 150 29.50 1.28 to i 1]93 30 054 >A 34 078 0019 60 50 6.]0 ( 50 0.65 15 230 0Do 29 17A an 0,07 090 B 1867 266 073 243 010 as 023 5.0 070 0.19 42971 43060 4034 313 78 75 0.10 0. 6 012 50 50 639 141 AN 40569 083 15 606 3 13 31 14A 25 008 892 0 4u 216 3 98Re for 549 3,30 0.24 £t end 78 11 008 OD3 50 52 070 058 4W B 0 40626 26.42 0.R 287 098 32 148 111 4 046 0.16 034 6 D 94 552 1 65 are On 40019 6967 1 b 15 832 541 058 70 Wek 49 122 072 0 1 D 016 so 50 670 1 W 4m.48 400 Be 2842 07 8e 1 846 33 49 32 028 040 0 06 5 101 40030 40808 5176 '. 9 01 10 Be 50 6.76 0.69 4048 411 17 71 DO 1499 12 1370 0or # 50 39 0.10 054 005 005 50 5.0 6 f 0% 41303 42562 104a 1202 12 12 as 60e 379 K 241 45 009 0 as 005 015 50 57 647 1,M 38647 395 14 im 06 1443 12 13.53 10.19 074 35 15A 26 014 Boa 009 0.00 52 50 670 061 41042 41069 29,58 1 002 15 010 321 099 61 24B CIA 0,21 0. Far oil Oil 50 50 670 0 To N534 San 00 at 10 891 12 1063 561 071 361 11A 0.9 4 60 50 0. 781 1 7 852 084 40 013 0 0 3 D a >0 0.W aught 7C 2642 060 061 0 am 37 N, 22 021 173 015 015 so B 0 670 1 03 0 5 US 68 $. 047 1 F 16 AD I as 0. Act Be 54 Do 019 050 D IF Coo 50 ff 0 670 060 ADD Be 46422 71 30 1492 12 13 on 0 AD I up se 0. 0 OR as storm W80 340 15 1 032 9e 94 zW of 0. s.o 0 67D 775 8 1 oea is 0. 3 38 By 9 DOT 085 006 006 5 D 50 6 39 ]A 3 53 0261 90 8 W 3 1 5. " 30 1494 12 is 76 081 1 Do 40 2p 6 00 D 68 45 0.42 S 3 B6 05. 251 C 01 26 0.5 013 1 11 50 12 3 4 As a off 361 00 361 _ 58 Los be 24 Is 1170 651 026 87 52 as 09 0 782. 1 412 0 go 99 0 a& 120 on 5 02 4 or Bad 78 No 29 0,52 is 8 29 489 0 al off 51A M 0 15 060 009 008 6 D 50 670 050 None 1 5 sea g m 50 1 26.89 ro 7 1 o004 430 25£ 36.N 9.9 020 O.of Od5 50 38690 25.47 CIA 606 0 134 4 2809 36554 are 5 12 2] a2 Nepali 000 000 00 029 00 55 653 101 28.13 24 0 An 021 5 B7 50 75.80 367 24 43 9 As m 0.60 O n 0 29 60 iD $9365 1$d re 1DR q6 25 95 01] 0.80 4]] 50 139 481 3295 7432 0.23 3. 24 4234 00 7 92 en note) 125 Ono 030 035 67 60 63tl 334 35860 3WTL 19072 15 /39 272 * 50.20 cfs added to EX1 39.42 efs from e55ating idE district calculations. 9_95 its Retail structure 43 and 1.91 cfs from structure 52. Note'. All storm drain calculations use a 10 -Year frequency storm. 1 S90RM DRAIN DESIGN COMPUTATIONS SP21 EXISTING STORM DRAIN COMPUTATIONS PAR GASCADIA BLOCKS 4-7 (a:) EXISTING STORM DRAIN ADEQUACY COM£1,TATION3 fddSP21 <- 39.42 Gm + 095 cm FROM GSM 43 + 191 am from SIR 62 = 5923 are < Pipe 2apait) of 5814 efs 3 ..2 cfs + 895 cG PROM 3TR 48 + 191 efs f 3TR 02 = 46.00 de < Pipe ealoolhof 48.90 s < 9512 efe + 8 95 Ofs FROM 3TR 43 1 1.91 am from OFF le - 1598 As; . Pipe capi of 6510 cis 3440 cis + 0 95 FROM STIR ON 4335 efs < Pip. Capaerty Of 73 el efa <- 3439 on 1 895 FROM 89R 41 4832 ofs < Pipe OatuaLy of 6930 Am mat 'all r Dean Rome Stuclure 2C- 100 -Year Storm Event Ieved Elev On Fit = 361.76 o i 7 i Coal wrc me iUpX Lin, Lrw We Capae xo m Or No .oea Co Gain, =Rao m ? so Pale rod 1 Lewt11 Slope an Full Q net Con, J'an TGUM, Top Elevation OF) Won I In or do a Joel I R�Utu�m ('a) (C) esho ( ) (Bill,) ) IN) (m am ( ) our (AID) 4 2 440 034 due 13 Do 9n 2 38676 38095 %.B+ . 1 87 an or 14 Ons, o.) Order into as an arm) COO ofin Ae s 3 001 S 0.07 12.40 50 369 2 and 3522 3965S 39061 wen 1 42 DO se 96 5 4 0 6 ('[,I Mae 5 30] 286 3614 380.81 » (use 4 6510 6 7 5 an Boo ins 50 364 D N i beg 40 40091 41463 129 ad 1057 24 OF 7 TA 6 D,o9 668 Bob 11 9e._ _ n 0 so 2 2m 34.37 Bid ad 426 sp 12249 939 24 69 he (a:) EXISTING STORM DRAIN ADEQUACY COM£1,TATION3 fddSP21 <- 39.42 Gm + 095 cm FROM GSM 43 + 191 am from SIR 62 = 5923 are < Pipe 2apait) of 5814 efs 3 ..2 cfs + 895 cG PROM 3TR 48 + 191 efs f 3TR 02 = 46.00 de < Pipe ealoolhof 48.90 s < 9512 efe + 8 95 Ofs FROM 3TR 43 1 1.91 am from OFF le - 1598 As; . Pipe capi of 6510 cis 3440 cis + 0 95 FROM STIR ON 4335 efs < Pip. Capaerty Of 73 el efa <- 3439 on 1 895 FROM 89R 41 4832 ofs < Pipe OatuaLy of 6930 Am STORM S INLET DESIGN COMPUTA'PIONS P21 _... _. -_.. orvonle Area = 9D5 eow an Ipoo) - 6 W m(ne 9000) - 645 tl 1 Frotmoo fruit inst alp vend O 9000) = 345 1, 1 3.71 Den (n n alma by u c tc a) = lee era in't STRUGIP, ,RN JC CULVERT CLLCl LAT10HS iatn�storm d in into, initiation to, :( ro i as well 0 06 oa film B added per Dr1 ukilaews Culvert Report aad 0.dia"--cal..an mren0,cw4 cm HAB 2013 wAut.dai DO Stuclure 2C- 100 -Year Storm Event Ieved Elev On Fit = 361.76 Pipe Le39tle (ft) = 38.37 Slope,, rad 11 11 man On Dodge Goo' Coo, Gain, =Rao ill, Int DIM 1 Culvert Type = Circular Concrete 0 Q Q net Con, J'an TGUM, Top Elevation OF) Won end In or do a Joel I R�Utu�m sts. Wast, span He DO All Ilia Cum I an no Ons, o.) Order into as an arm) COO ofin Ae By de ind (ban (in off BAD Beffe) an an) ('[,I Mae BOO or an (use Ord im 1 an Boo 000 BOO BIG F&I 24 11 am 4 DO 070 025 001 D25 An at 600 Arm DOW 0063 and 0 10 1 17 ]No amento OLD 0100 0 100 0 a 27 10 2 006 4 DO 0 A oil I or 0 in 000 10Q D 00 Curb 0038 0 Do 0 NO 0 on 1 la 33 49 026 Doe D48 U50 ON 041 Oil 7B Do GeV, 0 070 0200 0 BOB G12 A 49 4 or 20 FDA 0 DO 4 on 061 014 100 0 14 000 a 0 DO Coo 0 010 0 We 0 am 0 " 91 On 22 0 Do 400 054 073 0 By 075 100 100 800 Call 005 4 do 0 Be 017 110 10 "1 Auto son 0 me Been 0 do 06 n 2A 041 400 0 W 077 0 W 077 In 100 600 AM jj N 10 000 "a 100 000 an 4B By 0 17 400 080 0 re 000 0 Be 001 98 6 Or car man wt Dan I Rarely In, a Q a late onto Joan wear Carol Glen Carol Gal Loan 1,10 amid I woriff 11.1 0 0 a lat Curb mrs Goal, No In Allen owt C� As Clonly Cons Bill on Los type sly" in no S, as moth Samoa No In Ared, lots Cieff 0 Case CIO eff, Ind a,, Ther, I ineve ad C, si. no �tD Spain Wa (,,in,) do (,ill (,be BN (of,) An to VAR ma on is.) DOW) Ce (a) in ple) (,a) al no (MR) man offel (ill on 47 N 1 13 4 00 D 80 042 0 as D43 100 IN GO 109 1 hotfoot, 0 laid 246 An Do 0 10 4 00 077 031 001 031 001 98 8 On Ago 0000 0055 0 NO D10 1 22 81 248 upt 4 Or 0 a 045 0 Ce 042 1 On By Do Ono Dim 0250 0 ago 0 11 2 14 a 4a 0 as 4 00 072 123 000 0 a 001 N C Do Coo 0 Des Byte 0 020 DID 1 is 83 64 1 118 goo 0 50 OLD 009 OW 009 00 Di GIN 0200 Ono DID Dan or 0 go OW 4 00 G 39 072 020 0 is 0 F7 DO Cp Got, BOOM ED sin DO C 00 n A G12 Am Ono 17D ON i on 74 Cartel LOO 0230 0 200 1? 52 Do 400 075 057 000 087 000 100 6 Do CIM, 0 020 0 ON DOW 0 TV 3 is W BOA 1 51 4 OL,2 0 On 17 000 1 It 0 W an DPi A "1 0 e I D 250 1 CD Nee 020 4 00 ni 065 001 a By a an In 6 no All 0 D20 D On 0020 117 1 2h c BOA 0 178 016 C01 016 0 Or 59 a 00 Car DOW 0 WQ 0010 008 0 92 90 DO OLD BID 0 an 000 we STORM S INLET DESIGN COMPUTA'PIONS P21 _... _. -_.. orvonle Area = 9D5 eow an Ipoo) - 6 W m(ne 9000) - 645 tl 1 Frotmoo fruit inst alp vend O 9000) = 345 1, 1 3.71 Den (n n alma by u c tc a) = lee era in't STRUGIP, ,RN JC CULVERT CLLCl LAT10HS iatn�storm d in into, initiation to, :( ro i as well 0 06 oa film B added per Dr1 ukilaews Culvert Report aad 0.dia"--cal..an mren0,cw4 cm HAB 2013 wAut.dai DO Stuclure 2C- 100 -Year Storm Event Ieved Elev On Fit = 361.76 Pipe Le39tle (ft) = 38.37 Slope,, rad = 0.62 Invert Elev Up Oil = 362,10 Rise (in) = 18.0 Shape = Circular Span (in) =Rao bel Barrels = 1 -Value = 0.013 Culvert Type = Circular Concrete Culvert Entrance = Square etlget w /headwall(C) Coen gykI Y = 0 X090,2,0.0398,0.6],0,5 Embankment Top Elevation OF) 36742 Top Width (ft) = 20.00 Crest Width (ill =50.00 3 C: C C Aap 0 Q) .CC n C 0 W _ 0 BIT O not AD AN ON °z colony, A., n sale I > Calculations Omen (an) = 1019 Z Oman NO) =10.19 Tailwater Elev OF = (dC +DF2 .--I O Highlighted U Enron 10.19 O � Oystr (ors( = 10.19 w a ODVertop (NO) = 0.00 Vi ON (ftls) = 6.04 Veim oo Ron Gas) ) = 363 HOL n CL W (ft) = Sabi ZQ HOLUp(R) - 303.44 Hw (f (N) = 1 55 �6 d' Flow o = 156 Fivi Plow Reg'me =lmm Control 6 6 U z Q a w � � q .. J U z rarf w � f W QOM. PROJECT NO:1Q INDEX TITLE: ry.. SP2� As an of Be On in an DO as DO an Us aF eL of z O End I ED UCIO COOa a W a Cry O 23 OF 37 GATE: 12/01/14 d ....\_. ,L. _��/ �.•� �' \I�1 ii',t '�!,� -1`�i ,!.I I.,' ( I{ r' p7 ^`2s" ' , T" I '�I i \ '�: IJ£ f� /�( I � - -t i- ' � ". \� •. �.,. /' Ili �.�� E aso �� f _I - _I —_ - iv., Ot % c tom- - - , s &a I 0 W �!`t'!( 1 (1. k. +g1 �f (t ` :.�jl 1r$ �_ j 7 °� i4, . -r _. % �' f xx fxA G l ` °�..�" % r -_:_ - % I^ % �/: V]�� Atx \. %I IAfw(_ —a� it _ - - (` I u''a s" \ e i ,% fib: f 'fb; l L-.L A -L - - _ - _ �� _ I�I�y --�,L I/ I. \. Y'& s\ \. , �s -�� I Ih.l9z_.�.)_. I �I _ _ _`� _ - —_ I _ z\ % % a % % w/�' TROT �\ Sir�z. I _ �1 VI x _ % 'P R / ✓z i l _—lam a h' li 3x M ! x�V, I.j i (� `.� A I x a= m yyyy y UT UT % r' y Y. -_s ',I , fc. • -- -_ L_�''' -" y �... } I i._� ._t 1 " .... j _. ��I ` �.] j., "` s. ma/ _F ��x %� Acv �o ( \` ✓� \v \.,��Z� -�„_ •I,x -_ 1 ,.� I 'I" "I 1 ;.� I __.'n .. ( 1. ."�;� �qm 2 7 TL - %�. � `-� � •'• ���� .. °5a TO A 11 1 11 N i \ j� OAT 17 - - .Ralf Mt --I ` -- ru 5ACS, 1 _ _ _ 00 ACT,, 1 . / - -Y '�_ 099 =. aI Mtn 1 1, 1 N� tee, r _ — - -- \ rza snag � .. d' ,ael A A % ��a nos - \ 0.39 59 51 B 1 �s1L M .. Jo ans _ �+ctssl e ,xa> i �o 0, ,F o,r Tot I/� DA 38 ++� �a e -6F Efi Ace - �+Q'; m.L z 0 65 it i A�e,rss +t D sxz` DAa 99 ' u - /..,� TT TAn !A1i9r 3 E_ 6>a It1 T', s.9wJ ol i sl'49 d° a oa -saD / shot x (c Fnrob 22 Aws. ITT I 055 1 v n ji slea - a,. - I h W ,1 +z xe Fea,e �I I 11 I I 9i6W4r / 1 3': d 5.9 II � ICI DA �T" ie a, rurzs ssr zse eor zse 1 for zae / I i' 1 1 20 Alcs. DA -32 .f N s l I tl ^f A 33 I I is,a •�aii nrs. � ' ' Tk`a. at � m 23 a s. Fi o z yq+ LS M' ^A — �� x Y EA�.9 vt -33A -- 4 e �I 'L.dA dos. _ 9F iaa, 19^ m ''I c=o.9a Mb Iw. N 9.1s Acs. - sx sx = 9 e3 08 Ns jj pp - 1 p 49 J y 1 90 sj A C 51180 If : or z cu or.os ' I 1 1 xi ,x 5aeamn �F aax q ,D as _ OI3 f V� 0363 Tc 3 Men Acs aqg gggi.. A 4B s z t125 Aos Ao 695 Prcg xn � l 6 e -cAU e or e z rare `f n. or ;i x , aea V_, c =5 A 9/9 y 1 6 e V /i01 - - - R mt " -C • P rt 98 r ]Gf 50 I PL 103A. A 34A 05fAD � 1 _ ap � 054 055 65d •tDI SMZb Sz zt I °af 4s5 'MP cSY �bo es cc -I2 A A 4 f4 Acs � k 065 itl9 DA 95 � DA i6 i 13 ACS.fO ACS. Wiz LA -15 0 78 0 98 O6 A to - -f CIA 4 lllll F- l h ` vo LIN 1 �s1L M .. Jo ans _ �+ctssl e ,xa> i �o 0, ,F o,r Tot I/� DA 38 ++� �a e -6F Efi Ace - �+Q'; m.L z 0 65 it i A�e,rss +t D sxz` DAa 99 ' u - /..,� TT TAn !A1i9r 3 E_ 6>a It1 T', s.9wJ ol i sl'49 d° a oa -saD / shot x (c Fnrob 22 Aws. ITT I 055 1 v n ji slea - a,. - I h W ,1 +z xe Fea,e �I I 11 I I 9i6W4r / 1 3': d 5.9 II � ICI DA �T" ie a, rurzs ssr zse eor zse 1 for zae / I i' 1 1 20 Alcs. DA -32 .f N s l I tl ^f A 33 I I is,a •�aii nrs. � ' ' Tk`a. at � m 23 a s. Fi o z yq+ LS M' ^A — �� x Y EA�.9 vt -33A -- 4 e �I 'L.dA dos. _ 9F iaa, 19^ m ''I c=o.9a Mb Iw. N 9.1s Acs. - sx sx = 9 e3 08 Ns jj pp - 1 p 49 J y 1 90 sj A C 51180 If : or z cu or.os ' I 1 1 xi ,x 5aeamn �F aax q ,D as _ OI3 f V� 0363 Tc 3 Men Acs aqg gggi.. A 4B s z t125 Aos Ao 695 Prcg xn � l 6 e -cAU e or e z rare `f n. or ;i x , aea V_, c =5 A 9/9 y 1 6 e V /i01 - - - R mt " -C • P rt 98 r ]Gf 50 I PL 103A. A 34A 05fAD � 1 _ ap � 054 055 65d •tDI SMZb Sz zt I °af 4s5 'MP cSY �bo es cc -I2 A A 4 f4 Acs � k 065 itl9 DA 95 � DA i6 i 13 ACS.fO ACS. Wiz LA -15 0 78 0 98 O6 A to 2ss LOT 9T n / l / `]A,, € oa I e4 ea` % v,Y v \ r w . A V � 5 ' va \ "\ -\ s\ N \;\ A \\,gypT, (f rl \ DA-d9A v x / ii m m m x\ %s' x � 't-sa I Lot { j o r= F _ � 8 8 zas+,f 9l- ss •t as r .a1 s ( tl 1 IT L _ Ar w A4 © \ AA 9 95 ° t A, �• xp Ps .' s -d4 'I� s n .�� "� �• F�� " -- � _xA¢ toL 26A .YtnR LOT ML �� 'Z CID je x,p Y � vA �x .-i CD rs�j \ `. U a iZTS� u s e �Sw�� , [y a \L e;. 2 sA =o as Fe,. f4D s.v xs•i���.�r^xvxx � CL, % E- W i �'i.J. di U +YYV�� FBI DID `z 6 4 1 N fA ( � I- ¢0 0 19AS J AIR 1�� �lf DONI. PROJECT N0:14.008 s I " IINDEX nTLe � II PP �sr„A a0 4. v se ps f v� fl CV I SHEET NO 24 OF 37 30 0 30 60 90 SCALE: 1 " = 40 DATE: 12/01/14 lllll F- 2ss LOT 9T n / l / `]A,, € oa I e4 ea` % v,Y v \ r w . A V � 5 ' va \ "\ -\ s\ N \;\ A \\,gypT, (f rl \ DA-d9A v x / ii m m m x\ %s' x � 't-sa I Lot { j o r= F _ � 8 8 zas+,f 9l- ss •t as r .a1 s ( tl 1 IT L _ Ar w A4 © \ AA 9 95 ° t A, �• xp Ps .' s -d4 'I� s n .�� "� �• F�� " -- � _xA¢ toL 26A .YtnR LOT ML �� 'Z CID je x,p Y � vA �x .-i CD rs�j \ `. U a iZTS� u s e �Sw�� , [y a \L e;. 2 sA =o as Fe,. f4D s.v xs•i���.�r^xvxx � CL, % E- W i �'i.J. di U +YYV�� FBI DID `z 6 4 1 N fA ( � I- ¢0 0 19AS J AIR 1�� �lf DONI. PROJECT N0:14.008 s I " IINDEX nTLe � II PP �sr„A a0 4. v se ps f v� fl CV I SHEET NO 24 OF 37 30 0 30 60 90 SCALE: 1 " = 40 DATE: 12/01/14 9F r..� 41E�• UA -1 /A , 6 .. - df {}J4 /A -'< Lot d. d E eE s 8 99 Acs. � \I,I ':CGS _ 691va a1 090 lEM` 6 <4 1 ell q\ _.e>as9A i v�r sA , z `nA 1 rl*I on- x GAPre -38D I � 20 A E I 1 Prwin _ 22 ALI LOS 1 I ey a 44 s all 1 r t u s>n %(ia fvexnee .66 < 1 6 � f sa � 5 d TM ! !9L lillivill S� a asofi e) B 0,53 =068 4 td d E P4 f bCAF re 0 48 91 0 19Pd a mar 8 _ - � 9 < +l � • 10 A ) 6 �I ', •I - P P � -1 8 j 9� DA P - DA rArz f [9 zae I I 3 ' � qRf .20 Acs E e -32µe 0.44 Acs. sss � i e6 n r ssGEU sc •T Aess :) tl I .a14> I -0.48 n c 5M qc= - 5 A -33 DA -36 z t �e.1f Aosu 6aP P ep yEas dal H98 I bvs - Ia 5Y tOo Fee, ) 1 ( I Foil s cn w - I T' D s N d 33 ry 41 p/y B eec `. uc i2 � T Iw n 24 Aos 141 �� Bn m� - _ _ 0.28 09IS I a2 B BlB dcs. ' � S9i * e p 1 :: /• =0.51 a 're I ^ J Acs A- - c = TTg-5 e em Y = ... I = cn ^ JO 16 AT "=096 n q_fy 9.29 �_.lar� .08 dV5 ifl. d�'C =5 T _ C1 rzr..P (x) s AS a iras < core ,A Pa> z -cAP t H T•- Ni T T�R 'IY P M 9 c Y a . tai zre s i pay L WN.1 l : T6Li de) t 6 I, e .TRASIIE ilA -e< < -- dz vs�.. x r I 9.19 1 u•nA 1➢L26G 6 z UR " '' z-cnP isk s 1 cPd P oN,6H I 912 AcsnH� N f c n 6.DA 3sds>f Pat, q vp 3 e� _c 0.56 -4 kLi III Val Acs. .12. 1 W 6 6f/,c4w6 �1" 1 .18 050 -0.5 fa ACa eevzwn 5 0.35 Aca. � -- etor °G Stl� _ mEains To-6 T { -�p6us � or 2re9 !AP 2cd P PO � ur rss L6P rm srzP:) rzo s,:n seal - W /GLOT vd9 sal e m n ev.l - ID � i >rz41 �{. A2S, yl 36K-44F i 16H' 4�6'q <(fG<N O I 13 Acs. s 2 --1 f 9 Acs z qe vAt < o 1aA m>s IS D 9 2e DA -15 =0, 7a o - O6 A sl„ITw m1 1 � n'd-a to a �4H.13 Acs vYSS 5se . --022 - - - 76 - - ni •�-•, Yan. r TC -S To v - - 3-MkT sm[ - TRT rT r..� 41E�• UA -1 /A , 6 .. - df {}J4 /A -'< d E eE s 8 99 Acs. � ':CGS _ in_ 090 7 _.e>as9A i v�r sA , z z cne D DA 23 o on- x GAPre e 20 A E ey a 44 E � A "y. T 5MV- 1 1 6 � � 5 d TM ! !9L lillivill S� a asofi e) B 0,53 =068 DA 54 19' v 0 48 91 0 a mar 8 81B a 3 < +l � • 10 A ) 6 65 •I - P P � -1 8 - - E e H9AS. 05A 5M - 5 955 Lu 'H.64 � 6aP P '.✓2 yEas M T' D s N DA -6 u ry _ •y � T Iw n '^�� S u _ - 09IS I a2 B BlB dcs. ' S9i * e p 1 :: /• =0.51 a 're ^ J Acs A- 1 ° P,20 q c c = TTg-5 e em Y = ... I = cn ^ JO 16 AT "=096 n q_fy nA a „ .08 H�91 d�'C =5 T T . AS a I \ s „ t t H T•- Ni T 4;fi F ' 'IY P M 9 c .H5 A a . s T T6Li t 6 62 sl 09 R R 1 1➢L26G 6 z UR " "t6 1 1 cPd P fi« N f f s s1 k P Pat, q vp III Val � fa ACa ➢Ga ' °G Stl� _ 'T oac _ 1 11Yc 5 A2S, DA-8b I A 16 <(fG<N O OO6A 13 Acs. " --1 f 9 Acs z vAt < m>s 9 2e DA -15 O6 A 9 I} s A � cA LOT GR ) 0 26 Lot 210 L sv f - �\'T17 _» »- -a�5' Fee + 466 - d x d nv0 u/6 x/o em Ia 7670- n ��r ad c.rS Aca _ 13 Acs, Off A DIE- G 9re a `4 926 22A P w an irlotn9 `. -P�o� oT L_I.< c f SMrn E fE ]90A iGf s` zd 3 Fri ss - _ . , 1< 6F \ >o rvn 5 emµ e) mrxor: 2,266913 <Yb6 iJ- / / 6X wG 6aas.1 - L 953 Iw 391 _ BW 80 - 6 '0c J90 - �l oV, Test Or BV(3dG(I N13Y 9'G+ ,e vC well FS,LA D On Hi S 1 H l 380 oilg -TATTRY set FS sa. Tau 370 Sed AIIIII7FITIM, / 370 _ _ � rV "PoMn9 $ x - � I ll - o e :e �r Set p N6 P� �13 "It' oe 1 \ ane c en 14,15 III L / P`a v I( IF \ far Nb III I IF I li tl) III., 6L l Battle l F _ - �Eks\ Lpob pa, Embi 'Ti sn ae< / Ol OW7 Ir Ol Off SO, Laid 91 _ Acs. Acs. [ldFl FF % 19 1 Y04 eIT IF - -. - - 'm: in lapel c �} IF DID _ _ _ Lane oReman _ Lne gg Yw- . - _- _. __ IE le Tte i z>d nnnnn le 1111111111m 310 Feel E� as \ 0 0 it W rz yT j � C /v� i s ' SO o a nament LS It / d 6 ' 1 / -•� - �� I 1 - is Nn?3 28 RS TO 1 4 I�I s. T ITOO SO ON, ' n ""ea I s`' �. o, 6 -2o is l; En U I O 5 AS Sig IT a / W=m E''Tnrd� r I v<I Led till, IF m �I_ r -9 es A�a 9 \ \T \Pn° P �' 'a .yep, \A�at, � 101 1 d�7s m�' � ,...:tea at 1 m A m m o .:0.09 ASS /� 968 h \/ tan •A.1" A 9.85 5 e8. m• A A. A i.i t1l OFF IS 22 cS R A\ \ IP Pi cQ [6 v �e l L a 1 � y/ For /Y3 COD ODD- Fee DID Fill K U T,F oee IYCO 1 /Plz `y o c 6 Penn 1 m6c. II I�4 N �' 'ddxa>s Dt 6z3 1 ar I U I d C 'ISO I j, 2.8 �AC \(A we A =� W I d1 I 'ER St oLgood) ai 1 en20,3WO3F m< .11 Feel tz W -v2 Me 7 T�fl 6 S(MN) 08�cjs c I A �l (Pl MODO/G'rs flan) cP ae<� I x � U1 p(f 9) m 1m 5se h 6 I .. r \l �. le. S'vv v _ "1 z DID �a z u 1 I r 1 I I l �y�4�. A �% d" �' l W 9 � a � W v � w6rmre Lee -....y l9 _ I I / ��! / DOM. PROJECT N0:14.003 J c 1`7.,A�� INDEX TITLE: Cp2 IF x I 1 1 SHEET NO 25 OF 97 30 0 30 60 90 SCALE: 1 " = 40' DATE: 12/01/14 ':CGS _ in_ _.e>as9A i v�r sA , z z cne D DA 23 o on- x GAPre e 20 A E ey a E � A "y. T 5MV- 1 1 6 � � 5 d TM ! !9L lillivill S� a asofi e) B 0,53 =068 ,3 " a 91 0 a mar 8 81B a tOn ) < +l � • �4 y ) 6 65 •I - P P � y - - e54 M T' D s N DA -6 u ry _ •y � T Iw n '^�� S u _ 09IS I a2 B BlB dcs. ' S9i * :: /• =0.51 a ^ J A- 1 ° P,20 q c c = TTg-5 e em Y = ... I = cn ^ JO 16 AT "=096 n nA a „ H�91 d�'C =5 T T . AS a I \ s „ t t H T•- Ni T 4;fi F ' 'IY P M 9 c .H5 A a . s T T6Li t 6 62 sl 09 R R 1 1➢L26G 6 z UR " "t6 1 1 cPd P fi« N f f s s1 k P Pat, q vp III Val ➢Ga °G Stl� _ 5 _ 1 11Yc 5 A2S, <(fG<N O OO6A vAt < Y04 eIT IF - -. - - 'm: in lapel c �} IF DID _ _ _ Lane oReman _ Lne gg Yw- . - _- _. __ IE le Tte i z>d nnnnn le 1111111111m 310 Feel E� as \ 0 0 it W rz yT j � C /v� i s ' SO o a nament LS It / d 6 ' 1 / -•� - �� I 1 - is Nn?3 28 RS TO 1 4 I�I s. T ITOO SO ON, ' n ""ea I s`' �. o, 6 -2o is l; En U I O 5 AS Sig IT a / W=m E''Tnrd� r I v<I Led till, IF m �I_ r -9 es A�a 9 \ \T \Pn° P �' 'a .yep, \A�at, � 101 1 d�7s m�' � ,...:tea at 1 m A m m o .:0.09 ASS /� 968 h \/ tan •A.1" A 9.85 5 e8. m• A A. A i.i t1l OFF IS 22 cS R A\ \ IP Pi cQ [6 v �e l L a 1 � y/ For /Y3 COD ODD- Fee DID Fill K U T,F oee IYCO 1 /Plz `y o c 6 Penn 1 m6c. II I�4 N �' 'ddxa>s Dt 6z3 1 ar I U I d C 'ISO I j, 2.8 �AC \(A we A =� W I d1 I 'ER St oLgood) ai 1 en20,3WO3F m< .11 Feel tz W -v2 Me 7 T�fl 6 S(MN) 08�cjs c I A �l (Pl MODO/G'rs flan) cP ae<� I x � U1 p(f 9) m 1m 5se h 6 I .. r \l �. le. S'vv v _ "1 z DID �a z u 1 I r 1 I I l �y�4�. A �% d" �' l W 9 � a � W v � w6rmre Lee -....y l9 _ I I / ��! / DOM. PROJECT N0:14.003 J c 1`7.,A�� INDEX TITLE: Cp2 IF x I 1 1 SHEET NO 25 OF 97 30 0 30 60 90 SCALE: 1 " = 40' DATE: 12/01/14 CODE OF DEVELOPMENT LANDSCAPE STANDARM FOR RESIDENTIAL YARDS RESIDENTIALYARDS LANDSCAPING IN RESIDENTIAL GUARDS SHOULD BE CHOSEN FROM ALBEMARLE COUNTY RECOMMENDED SPECIES LIST. LANDSCAPING EFFORTS SHOULD CONCENTRATE PLANTING EFFORTS ADJACENT TO THE HOUSE, ESPECIALLY NEAR THE ENTRY. FOR MAXIMUM APPEAL. THE AGE SHALL ENCOURAGE A SIMPLE PLANTING PLAN THAT UTILIZES A MIXTURE OF TEXTURES AND COLORS. A BETTER EFFECT WILL BE ACHIEVED USING INCREASED QUAMITIES 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 BETWEEN THE SIDEWALK IN THE FRONT FACADE 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 LOTWIDTH DECIOIOUs TREES EVERGREEN TREE SHRUBS 60' -BG 2 1 30 5p' -59' 2 1 20 40' -49' 1 3 15 3D• -39 1 0 to <30• VARIABLE 0 S MINIMUM PLANT SAES AT TIME OF INSTALLATION FOR RESIDENTIAL LOTS TREE SIZE DEDDIOUS 2IINCH CALIPER_ EVERGREEN _ 6TIDGHT SHRUBS 3GAULONCONTAWER NOTE: THESE MINIMUM PLANTING REQUIREMENTS INCLUDE ANY TREES PLANTED IN THE RIGHT-OF-WAY IMMEDIATELY IN FRONT OF OR ADJACENT TO THE LOT, CODE OF DEVELOPMENT LANDSCAPE STANDARDS FOR THE ENTRY PARK ALONG ROUTE 20 THE ENTRY PARK ALONG ROUTE 20 THE DEVELOPER SHALL RETAIN HAS MUCH OF THE EXISTING VEGETATION IMMEDIATELY ADJACENT TO ROUTE 20 HAS POSSIBLE. NEW PIANTINGS 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 ANO 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 SHOWN TO THE COUNTY ARCHITECTURAL REVIEW BOARD ON MAY 17, 2004. THE ADDITIONAL VEGETATION IN TIRE ENTRY PARK DOES NOT HAVE TO TAKE THE FORM OF A CONTINUOUS SCREENING BUFFER. NOTE: THE EXISTING VEGETATION TO REAAIN, COMBINED WITH THE PROPOSED PLANTINGS IN THE ENTRY PARK IS IN CONFORMANCE WITH OPTION BE A PLAN SHOWN TO THE COUNTrS ARE ON MAY 17, 2004. Seedn9 Otd 1Vnp PlaNrg SpecMCUlbn ;4 S'Mv� 9° r`yrACN M4Wf —' k M�aa+ewwlNe,a..nmsswren�nl,eLV masv'ren+ tnreaaxpnrsame ws / DIAG AND WHIP PLANTING SPECIFICATION 'NUMBER OF SHRUBS 4TREE5 T REQUIRED VARY BASED ON LOT WIDTH; AND UTILIN EA5CMENT RESTRICTIONS (SEE PLANTING REQUIREMENS FROM O.O.D. ON TH155HCM TYPICAL BUILDING FOOTPRINT EVERGREEN TREE' LOT THE MULCHED PIANPNG BED FLANTED WITH 5HRUBY EEAD0005 TAME'-- R Cpncrai 5dev¢Ik: Pianhag COCA �USZ�aGa�r 2 TYPICAL _LOT PLANTLVCS' SST /`NT 10 call Garage Driveway PLANTING NOTE: MIX CONSISTING OF NATIVE CONIFERS AND HARDWOODS PLANTED AT 1 SEEDLINGS 1400 SF. (20'X20 SPACING) THROUGHOUT DISTURBED SLOPES WITHIN CONSERVATION AREAS. SEE PLAN FOR MORE DETAILS. DECIDUOUS TREE' GO FEE ITGAD LANDSCAPE STANDARDS (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 DEVELOPMEWPUN: IN HIGH VISIBILITY AREAS (ESPECIALLY ADJACENT TO THE ROADS OR LOT LINES), STEEP SLOPES THAT WILL BE DISTURBED WILL BE PLANTED WITH NATIVE 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. PLANING IN THESE AREAS WILL INCLUDE A SEEDING OR HYDROSEEDING 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 TREE PRESERVATION RVATIO THROUGH A TREE PROTECTION PLAN USING MEASURES CONSISTENT WITH CHAPTER (CURRENT PRESERVATION AND PROTECTION "OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (CURRENT EDITION). CONSERVATION AREA PLANTING CALCULATIONS (CONSERVATION AREA DISTURBED: OE'DIEl SF PLANTINGS REQUIRED t223TREESREQUIRED _ tNTREEPERTABOSF _ I1�,IXq�400 2TZ 50 STREET TREE CALCULATIONS Total Linear Feet of Planting Strip = 5,638" Street Trees Required: 5,638 / 50'= 112.76 Trees Required Street Trees Provided: 123 Result: 123 > 113. No additional Street trees are required. Note: 30' has been subtracted In all directions of each intersection from total length of planting ships per VDOT Design Standards which prohibit trees in these areas. Ii:TRXa_1pC7JLa_TS�AfI }jC]�[Alk 0-1 -111 LANDSCAPE PLAN LEGEND AND GENERAL NOTES THE LANDBCAPING ON SHEETS SP26 -SP30 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 ORDERING PURPOSES, PLANT QUANTITIES ARE FOUND ON SHEET SP29. 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 MWIMALLYAND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. STREET TREE LOWER LIMBS MUST BE MAINTAINED TO ALLOW A P MINIMUM CLEARANCE AT ALL TIMES. LANDSCAPE PLAN LEGEND. (� / G4 SHADE TREES; TYP. ,GAO SHRUBS; TYP. Ii 1 l (( ORNAMENTAL TREES; TYP EXISTING VEGETATION TO REMAIN l . )) EVERGREENS; TYP o XMinim in Ca R tf 'ad - T tat �£ n 0 o_ N 4 7 M d a � 01 d y °= a 3 pd` V d N n py u ree Copy equremen or pmt - o �nvTH OF P B PROVIDED: Acres E tA3 Bonus F tl Area: 0.600 (25.680 SF) CONSERVATION AREA Bonus Factor 125 Total 0.760 AC (326]0 SF) $mean W Ndwe[de r C N70.9031 Equation: > 2. FOR ALL 3:1 SLOPES OUTSIDE CONSERVATION AREAS AND ARE NOT PLANTED THE FOLLOWING SEED MIX FROM ERNST CONSERVATION SEEDS (BOD- 0]33321) SHALL BE USED. THE SEED MO(TURE(S) SHOULD BE APPLIED IN A HYDROSEEDEO MANNER. ALL HYDIROSEEDED AREAS SHALL BE DONE IN (2) STEPS. FIRST, PREPARE THE SOIL; SECOND, SPREAD THE SEED IN A NONSUSPENDED 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 #181(WITH RYEGRASS). ON ALL OTHER PARTIALLY SHADED SLOPES USE MIXTURE #140. CONTRACTOR TO FOLLOWING ERNST SEEDING RATE RECOMMENDATIONS. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AD 5PECIFIED IN FIANT LI5T SBT SHRUB PIJIMB, TOP OF OR AS SHOWN. ADJUST SPACING AS CURB 511ALL NOF Of MORE NECESSARY OR A5 DIRECTED BY LANDSCAPE ARCUITECI l' MAN "ABOVE FINISHED GRADE MULCH 3" DEEP //�r p GROUND COVER AFIRE IMMEDIATELY An ER Fq 4 d d REMOVE BURLAP FROM PLANTING AND WATER \ PERRPNIAL PANTING BI TOP I/3 OF ROOTBAII TYIOROUGFILY. � � 4B c SEP SPEGFlCATIONSFl }O BED PREPARATION, 3' TAU. WATERING PLANTING 501E k SOIL PLANTING FIT. -- -- �_ BERN AMENDMENTS. PREPARED SOIL FOR 5HRU65 W 6 rFIN15HED GRADE r SLOPE PLANTING BED f eoslrnEOrwwAGE 501L SURFACE ROUGHENED 1 1 `TI - TO OWN NEWWAL II-I1 -11 111 iI I�1 —III 111 NOTE FOR 5HRU5 BEDS. SEE PU15 FOR DEALT LAYOUT SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PUNTING SOIL, AND PUNTING 501L AMENDMENT5. /� SHRUB PLANTE�G _DF,-TAI -L- �416HOU.ADCOVEP PLAN TINE DETAILS �P26T N�_- - - - 1 JP26� _.. - NOT TO SCALE TO EVENLY FILL PLANTING SEA OR AREA MULCH 2" DEEP AFTER PLANTING AND WATER THOROUGHLY Preserved Area X Bonus Factor =Tonal C. BALANCE: Acme Tract Canopy Required R H¢ 4.065 Had Canopy Preserved (B): CLOSER +10 904 (PREVIOUS APPROVED PHASE) Additional Canopy Required: - 7.589(CULMATIVE) Note: If Additonal Canopy Required is negative then NO additional Had canopy Is required. If Additional Canopy Required is positive Men atldilional tree canopy is required. Equation: Tree Canopy Requlretl -Tree Canopy Pre served Calculations Canopy Requlretl for der Note :Calculationsdetermined in 0e Tree Canopy Calculations Table (see This Sheet far details) Tree Canopy Presenretl +Tree Canopy Added / Overall Site =Total Tree Canopy OnSlto 32,670 (6.75 AC) r 110,760 = 143,430 BE 143,43011,247,q23=11.50% +39.52 %(PHASE M = 51.02 %COMBINED Open Space and Preserved Aces are chain the same Hiring project. For Street Tree Calculations see this Sheet far details. OPTION: WJJF (4X4 OR TOR CAN BE NOTE: FENCING TO BE CENTERED ON ADDED ART WAGE POST AND FENCE COLUMN. YBNCING TO BE ERHER 51WORD BOARD5 IF ANIMALS ARE BANG OR PAINTED FIAT' CLARK PER LANDSCAPE CONTAINED FEE OWNERS REQUEST. ARCHITECT. � of O.C.; TYP. �4X G G TOUT; I "WASH ON TOR SET POST A MIN. OF 3' IN GROUND, SECURE P05T WITH QUICK DRYING CEMENT (OR CQUAT, 6" HALF-RO)ND OR 4 X 4 P051' PLAN CAN BE SUBS'TUTED FOR THE 4X6 F05T 51IDYAC AT OWNER'S REQUEST, FENCE COLOR= BLACK SECTION_ 6 3 DOUIRD. WOODEN FENCE Pz , Ta rcta - SW TRUNK PLUMB. SEE — PIANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS. - I 12 "SQ OAKSTAKE5- SET I On DEGREES AFAR: APPLY 3" OF MULCH AFTER PUNTING AND WATER THOROUGHLY EXISTING GRME - —� PLANTING FIT, Sri SPECS FOR EXACT RCGWREMENTS PUNTING SOIL AND PIANHNG FARM AMENDMENTS, REMOVE GURUF k STRING FROM TOP 1/3 Cr ROOT BAG UND15TURDED SOIL - - - -- (41T: FF PLIMM DA'711L T Dr2§goTro rvz -. X 6 X 16 ROUGH SAWN TREATED FENCE )CARD; SECURE TO FORT WITH (2) Gd SAW WIST 5CREW5, TYP -; 7` SPACING BETWEEN :AILS. OVERLAP JOINTS. X 6 ROUGH SAWN TREATED "COVER' FENCE AVANT; ALIIACHED TO F05T W/ AD 3d GALV. WIRT NAILS PER RAIL: GET FLUSH WITH TOP OF '05T. PCIIRE POST A MIN, OT 3' IN GROUND- SECURE 'DST WITH QUICK DRYING CEMENT CORPORAL) MULCH BED AROUND TREE — TOBEOQUAREEND EMEND TO BACK Of CURB LOT LINE AND EDGE OF SIDEWALK. "I WHERE METERS ARE MOEO/AJC LOCATED CLO5F EMEND {{ MULCHING EQUALLY ON ( GPLANTING 51] BOTH S E5 Of TREE TO t _ BOC MATCH OIJTTD FA WATERMEIER TWOTIME5BALL VIA. (MIN) PAN: PIANTING STRIP; T'P N.T.5. m �q OC CAD z O U P4 TEE p a U d E z UD Q � z � z DOM. PROJECT N0:14AI INDEXTITTLE P 2 6 SHEET NO: 28 OF 37 DATE: 12/01/14 UT J c TREE CANOPY CALCULATIONS J c A. REQUIRED: A Acres ago Site Ce 2 28656 (NOT INCLUDING PREVIOUS DEVELOPMENT) d d Farmland lantl CmCR 0 00W 8.300 a BE O open Spedcredit 8 6.303 (Entry ParkA88, Open Space At U U) ad B Pantie lane creew 0 000a C C d d School Re ne ional Areas Credit : 0 0,000 W W Open Space Amenity Credo: 0 0.000 ' '� V V Preservalon Cmdit 0 0.000 Agent ADnmved CrCN:_ _ F FLOOD T TS Basis for Canopy: _ 20.327 y y Equation: O O N N Site Acreage- COUSIN (Open Space plus Preserved Area) =Basis for Canopy Al. Basisfa Canopy 2 20,327 a a N N Min Tree Canopy Requirement 2 20% I IL a a Iz (see Beckon 32.7.9.9N) M M Tom C Chile As (177,089 SE) Equation: Basis Our CA o �£ n 0 o_ N 4 7 M d a � 01 d y °= a 3 pd` V d N n py u ree Copy equremen or pmt - o �nvTH OF P B PROVIDED: Acres E tA3 Bonus F tl Area: 0.600 (25.680 SF) CONSERVATION AREA Bonus Factor 125 Total 0.760 AC (326]0 SF) $mean W Ndwe[de r C N70.9031 Equation: > 2. FOR ALL 3:1 SLOPES OUTSIDE CONSERVATION AREAS AND ARE NOT PLANTED THE FOLLOWING SEED MIX FROM ERNST CONSERVATION SEEDS (BOD- 0]33321) SHALL BE USED. THE SEED MO(TURE(S) SHOULD BE APPLIED IN A HYDROSEEDEO MANNER. ALL HYDIROSEEDED AREAS SHALL BE DONE IN (2) STEPS. FIRST, PREPARE THE SOIL; SECOND, SPREAD THE SEED IN A NONSUSPENDED 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 #181(WITH RYEGRASS). ON ALL OTHER PARTIALLY SHADED SLOPES USE MIXTURE #140. CONTRACTOR TO FOLLOWING ERNST SEEDING RATE RECOMMENDATIONS. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AD 5PECIFIED IN FIANT LI5T SBT SHRUB PIJIMB, TOP OF OR AS SHOWN. ADJUST SPACING AS CURB 511ALL NOF Of MORE NECESSARY OR A5 DIRECTED BY LANDSCAPE ARCUITECI l' MAN "ABOVE FINISHED GRADE MULCH 3" DEEP //�r p GROUND COVER AFIRE IMMEDIATELY An ER Fq 4 d d REMOVE BURLAP FROM PLANTING AND WATER \ PERRPNIAL PANTING BI TOP I/3 OF ROOTBAII TYIOROUGFILY. � � 4B c SEP SPEGFlCATIONSFl }O BED PREPARATION, 3' TAU. WATERING PLANTING 501E k SOIL PLANTING FIT. -- -- �_ BERN AMENDMENTS. PREPARED SOIL FOR 5HRU65 W 6 rFIN15HED GRADE r SLOPE PLANTING BED f eoslrnEOrwwAGE 501L SURFACE ROUGHENED 1 1 `TI - TO OWN NEWWAL II-I1 -11 111 iI I�1 —III 111 NOTE FOR 5HRU5 BEDS. SEE PU15 FOR DEALT LAYOUT SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PUNTING SOIL, AND PUNTING 501L AMENDMENT5. /� SHRUB PLANTE�G _DF,-TAI -L- �416HOU.ADCOVEP PLAN TINE DETAILS �P26T N�_- - - - 1 JP26� _.. - NOT TO SCALE TO EVENLY FILL PLANTING SEA OR AREA MULCH 2" DEEP AFTER PLANTING AND WATER THOROUGHLY Preserved Area X Bonus Factor =Tonal C. BALANCE: Acme Tract Canopy Required R H¢ 4.065 Had Canopy Preserved (B): CLOSER +10 904 (PREVIOUS APPROVED PHASE) Additional Canopy Required: - 7.589(CULMATIVE) Note: If Additonal Canopy Required is negative then NO additional Had canopy Is required. If Additional Canopy Required is positive Men atldilional tree canopy is required. Equation: Tree Canopy Requlretl -Tree Canopy Pre served Calculations Canopy Requlretl for der Note :Calculationsdetermined in 0e Tree Canopy Calculations Table (see This Sheet far details) Tree Canopy Presenretl +Tree Canopy Added / Overall Site =Total Tree Canopy OnSlto 32,670 (6.75 AC) r 110,760 = 143,430 BE 143,43011,247,q23=11.50% +39.52 %(PHASE M = 51.02 %COMBINED Open Space and Preserved Aces are chain the same Hiring project. For Street Tree Calculations see this Sheet far details. OPTION: WJJF (4X4 OR TOR CAN BE NOTE: FENCING TO BE CENTERED ON ADDED ART WAGE POST AND FENCE COLUMN. YBNCING TO BE ERHER 51WORD BOARD5 IF ANIMALS ARE BANG OR PAINTED FIAT' CLARK PER LANDSCAPE CONTAINED FEE OWNERS REQUEST. ARCHITECT. � of O.C.; TYP. �4X G G TOUT; I "WASH ON TOR SET POST A MIN. OF 3' IN GROUND, SECURE P05T WITH QUICK DRYING CEMENT (OR CQUAT, 6" HALF-RO)ND OR 4 X 4 P051' PLAN CAN BE SUBS'TUTED FOR THE 4X6 F05T 51IDYAC AT OWNER'S REQUEST, FENCE COLOR= BLACK SECTION_ 6 3 DOUIRD. WOODEN FENCE Pz , Ta rcta - SW TRUNK PLUMB. SEE — PIANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS. - I 12 "SQ OAKSTAKE5- SET I On DEGREES AFAR: APPLY 3" OF MULCH AFTER PUNTING AND WATER THOROUGHLY EXISTING GRME - —� PLANTING FIT, Sri SPECS FOR EXACT RCGWREMENTS PUNTING SOIL AND PIANHNG FARM AMENDMENTS, REMOVE GURUF k STRING FROM TOP 1/3 Cr ROOT BAG UND15TURDED SOIL - - - -- (41T: FF PLIMM DA'711L T Dr2§goTro rvz -. X 6 X 16 ROUGH SAWN TREATED FENCE )CARD; SECURE TO FORT WITH (2) Gd SAW WIST 5CREW5, TYP -; 7` SPACING BETWEEN :AILS. OVERLAP JOINTS. X 6 ROUGH SAWN TREATED "COVER' FENCE AVANT; ALIIACHED TO F05T W/ AD 3d GALV. WIRT NAILS PER RAIL: GET FLUSH WITH TOP OF '05T. PCIIRE POST A MIN, OT 3' IN GROUND- SECURE 'DST WITH QUICK DRYING CEMENT CORPORAL) MULCH BED AROUND TREE — TOBEOQUAREEND EMEND TO BACK Of CURB LOT LINE AND EDGE OF SIDEWALK. "I WHERE METERS ARE MOEO/AJC LOCATED CLO5F EMEND {{ MULCHING EQUALLY ON ( GPLANTING 51] BOTH S E5 Of TREE TO t _ BOC MATCH OIJTTD FA WATERMEIER TWOTIME5BALL VIA. (MIN) PAN: PIANTING STRIP; T'P N.T.5. m �q OC CAD z O U P4 TEE p a U d E z UD Q � z � z DOM. PROJECT N0:14AI INDEXTITTLE P 2 6 SHEET NO: 28 OF 37 DATE: 12/01/14 If Additonal Canopy Required is negative then NO additional Had canopy Is required. If Additional Canopy Required is positive Men atldilional tree canopy is required. Equation: Tree Canopy Requlretl -Tree Canopy Pre served Calculations Canopy Requlretl for der Note :Calculationsdetermined in 0e Tree Canopy Calculations Table (see This Sheet far details) Tree Canopy Presenretl +Tree Canopy Added / Overall Site =Total Tree Canopy OnSlto 32,670 (6.75 AC) r 110,760 = 143,430 BE 143,43011,247,q23=11.50% +39.52 %(PHASE M = 51.02 %COMBINED Open Space and Preserved Aces are chain the same Hiring project. For Street Tree Calculations see this Sheet far details. OPTION: WJJF (4X4 OR TOR CAN BE NOTE: FENCING TO BE CENTERED ON ADDED ART WAGE POST AND FENCE COLUMN. YBNCING TO BE ERHER 51WORD BOARD5 IF ANIMALS ARE BANG OR PAINTED FIAT' CLARK PER LANDSCAPE CONTAINED FEE OWNERS REQUEST. ARCHITECT. � of O.C.; TYP. �4X G G TOUT; I "WASH ON TOR SET POST A MIN. OF 3' IN GROUND, SECURE P05T WITH QUICK DRYING CEMENT (OR CQUAT, 6" HALF-RO)ND OR 4 X 4 P051' PLAN CAN BE SUBS'TUTED FOR THE 4X6 F05T 51IDYAC AT OWNER'S REQUEST, FENCE COLOR= BLACK SECTION_ 6 3 DOUIRD. WOODEN FENCE Pz , Ta rcta - SW TRUNK PLUMB. SEE — PIANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS. - I 12 "SQ OAKSTAKE5- SET I On DEGREES AFAR: APPLY 3" OF MULCH AFTER PUNTING AND WATER THOROUGHLY EXISTING GRME - —� PLANTING FIT, Sri SPECS FOR EXACT RCGWREMENTS PUNTING SOIL AND PIANHNG FARM AMENDMENTS, REMOVE GURUF k STRING FROM TOP 1/3 Cr ROOT BAG UND15TURDED SOIL - - - -- (41T: FF PLIMM DA'711L T Dr2§goTro rvz -. X 6 X 16 ROUGH SAWN TREATED FENCE )CARD; SECURE TO FORT WITH (2) Gd SAW WIST 5CREW5, TYP -; 7` SPACING BETWEEN :AILS. OVERLAP JOINTS. X 6 ROUGH SAWN TREATED "COVER' FENCE AVANT; ALIIACHED TO F05T W/ AD 3d GALV. WIRT NAILS PER RAIL: GET FLUSH WITH TOP OF '05T. PCIIRE POST A MIN, OT 3' IN GROUND- SECURE 'DST WITH QUICK DRYING CEMENT CORPORAL) MULCH BED AROUND TREE — TOBEOQUAREEND EMEND TO BACK Of CURB LOT LINE AND EDGE OF SIDEWALK. "I WHERE METERS ARE MOEO/AJC LOCATED CLO5F EMEND {{ MULCHING EQUALLY ON ( GPLANTING 51] BOTH S E5 Of TREE TO t _ BOC MATCH OIJTTD FA WATERMEIER TWOTIME5BALL VIA. (MIN) PAN: PIANTING STRIP; T'P N.T.5. m �q OC CAD z O U P4 TEE p a U d E z UD Q � z � z DOM. PROJECT N0:14AI INDEXTITTLE P 2 6 SHEET NO: 28 OF 37 DATE: 12/01/14 TWOTIME5BALL VIA. (MIN) PAN: PIANTING STRIP; T'P N.T.5. m �q OC CAD z O U P4 TEE p a U d E z UD Q � z � z DOM. PROJECT N0:14AI INDEXTITTLE P 2 6 SHEET NO: 28 OF 37 DATE: 12/01/14 CAD z O U P4 TEE p a U d E z UD Q � z � z DOM. 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'�•_� M '`,S �• / I / rT..,p DOM PROJECT fYO KEY F1AN t _ t� �,r_ vR -•�� _ -`"� __.` r , y f4A03 'ON � _." - ^ wF514 Yfi Le'Gne INDEXTITLE: V yr G- - 30 0 30 "so- �y(`° - '/ , / I� SHEET ND 29 Of 37 SOALP 0 - __ _ r Os sr Eo sae u ne DAZE: 12j01f14 w/ Line �E,,� vl It it V C� i �I t \YE. ti \ EE / 1 t i� 'E, _ r If 1 / \ T� 1 2l9lI ; r II I i 7771"7 7 , � 1 ' r , 4 lµlg�BG1(� � ST S, I, N'l TMINI i BEH tIN / I I i. - _ - _ txg tiEr: $ o 0 poi +,._ � - W`F _ �e i. q q ( – _ - r� a o it �E' m m w a el;i 0 m SOD LOT 2N' x4) LOT 108 yFLOT2V) LOT 1Qd ^' LOT 209 LOT210 /� 9�G O Lsi Is N __ - 1. , - . - - / %• j 'w0 4 3 3. _ - �� j OT 68 LOTS OT 56 LOT202 LOT 201 LO 200 LOT 193 LOT t9B LO 10] El *6 X 40 19 �LO 99 T1 .--BY •. b 1 -AM Embnenl SfevmW. VXJ11I Cleve No 1 _—PO9 AF AR �'r HERE 2)M� Is Is A 0q 8B ET \ �'%S µ441ERARNE �— it E^Agl< i Bpi IE t z y lRT 1m \LQT1)0 LOT M1N �. LOT1]2 LOT iF3 I.@T i)A / '� T'11s LOT1]8 LOT 1)F �j L B� RELOGPTE 82 JN 13me 1—cc �� o xx 3AR ! — I � (, I I •,r, 'i � _.:. -v. - '�"- -�� .'_ '`��c�LOCnr>= ._ ��� �f:_ �- �'� ,.r °s; s T _r � -� � � 1 )Et/ 1-LS X PIE, III i 1fI 1 rt1� \� •1��" NOiE: �� •� �� ( �I \I l A ' V �� ,�� LOW rrNN�N0.NGEGRROND 1 {L 141 covmro9Eauan a+uLRROaosm £ ' SLgFEBBREATE8IWW OREWBLTPx1 ENT0.Y PARNL9 i. }�� , CC 5 ,k tm It send E.. SNWAF T 1 X ^ti 1 I I I ' f -: T nSUN ally i s Xt - %'�� -\ �\�� s" �\-\��\` \i�,�...'rf� a`.'. -/ _ -a P`iZ.t3_,- t`lr`rY;j(��� \; ,•k,. pGJ, P s au1%\j ,-a-- A ', 16, r 9 OH r 7 oNT — oNT OHT =' Est FOR 'JOT Wells S kP OHT d ° ,OflT --°-� --h- � _ STONY POINT ROAD v Exist, Double Yell t �---' --�— - SHEETNO: 30 OF 37 30 0 30 60 90 SCALE 1 = 36 BATE. 12/01/14 f'„! 4 L r5 �U a � es �w �---' --�— - SHEETNO: 30 OF 37 30 0 30 60 90 SCALE 1 = 36 BATE. 12/01/14 f'„! 4 L �U a � es �w xs� Lai a.. S F `+yt.�trs.. 0 �---' --�— - SHEETNO: 30 OF 37 30 0 30 60 90 SCALE 1 = 36 BATE. 12/01/14 � V t i AA A oM1 b MnuvnBravr Axu &ban °.,e oeleriv it 1Atl: 78 t E%& o t AM eweu P rg AnrcVNIp RSa-04pW IS 45i WB 3haglfi v$q bm lugbep ITtmG M a 1 1 ` �' �� S _ AV A WLryrt OAtl1 6Nry' Dd0 GptTf- n5 259 1 _ 5%B 94a§MI okW @r�Bega Y3 3ab oeJF as AR A wt6m Peda. W "f+scewr kaea _. , 15 209" bag cc rr :.wee __ - gym?adbw _ _1v c_6uav ea" < saaawsrcagM,mrb n Pwrs. Iryna a•a - �": 11 Ea Rmib0 WGtt e,Farce rt'� fw.1PPoYMam"Tn 162 30 wo WIin4b Itlh mq NI a2 yNg�ZE`D6 1 � —� \♦"�...r``'... '� w k awuah ksmd Fme atrkgv 1 e6 fla6+MW4Wpr^uld 40"'D IagM?yruNela rn I .AV .aumu eHar:m Wmlee.@smrt 83 9fi tb Mmr:.n env a aambaxreq acoa 1 r\ ♦` lS suezmtia WfauHw Ro3M9Mba IbnMa'b6as am I 2p 1 r bile Ifavemtmw Wanakp6ddoOT, lI" mM a lulpN hSpA,PIV 3 L5.3 S9 epM Wedib 4M bed to Ala ey rerf V ♦'�� A �. ..... .. _ .r. .. uc 1 nti ro.m aie,edt, xw.ae cam+, wnr wcmuew ° aw a la arue� e�+v e n Nre aom j J, �' 1` �. AP nays US°aAAp maceat ygr<er a _ 43 34f v .. ---- M NYm y�.wa a MM1 bi Q r as yy mtlannrm i al - \,� ♦ '� `�, MJ 1.6p waibdp P #I Pye. MS }rag tl9 hd -0 6}W MMY WI> l 1 bfenGnag —� f t _ \ ro aem .Y a ba w N.a_ _ Ia6emw r ' 27 �x a _ ilea sua+ontsyrv�.gf cnrlp naq is ezan ea n�zc f _ __ --. ♦ {� rov Rm -v Mob mnagPoa _ leneen pa, alas `4 n ass ave1lNwa�n nmpbegl 3 neamepnma _ 1 i ! ♦\ �.,\ oN m wa as _ svarYl Chk at 2I&Y I fade „5va5s l 1 M flnV Inrt6ka Ci0.bw' GmRkw F$y M54nHC ,. 10R "tStfl l• .._-v lR Po[Irc,MbaM1p Wbr, H tie 'Flffi.a6 "OG _ _ 1� r •1 •'\Y• ♦��' 1:. •- an Polgaoa¢garrn azL,.w.n:etvrpm ewanamorwrt ,PUpw mmvkJUruynwujodenamn 'A tsfx I 36 ,lnreemaechwwv nwsa rryn2n laze as ^ae �; r .•...V `r. A�`.ti�`4�`�� "' ., �_ m Measieraa rxaaia>a:;Jaa*e m a.a w _ 6» - eaer- .met6y,pwa onoa u ruwp slrspm.:cr mutrorm 'r. f w' \ Rh _. -_ .. vq Vmumum_ iqua pry1pW B2mg5mry nue9twnr} in axtv¢wnum SJ _ W aG Ca (ne �b kpFww (y b: wip ae OG ary xt cvc n:m Mp v non vailmmm ms evH°"azw I 112. r 6$ ... eflae rFA k4mwq.aan nhm,etot¢l eav maalraimi `'-` -,,. '\ Y�; ` \ �: z va_e.® cr ne. 6;emv z xo a V asa” " - eea samwbun'mb axpb�nota;wN awgm v — - ......__.. X9LEWNDTRANI WFIAFESWPoMG I WNIERMNINB _. _ __. _ \ r n � � � �;l � V ;� � 1\ �, � \ �.� \ � 1 � � A _,.... -' � yn � � ��� � � CWER�Tgz E'�'ER�OIIAln^rr4," "-�_�w.:�.a• GlfflPXEIelIbL$ T034 off ivA' {t11iv.tt'V 'vSii {11111 ,v', �A - � ��- ✓ —'" ''� r�� :- .��'���'�,� ��,,�` �.'^ \! .i�!"��'� ((r_ r 1 t} 1 ` 11 I `1 E 1 } \ \ r ` 4. ,tt \'i......- - ."'�- y 'ice �"�,(• ` r. " / �. f ✓ - ...- " 1, ...-J Yy.. \�" \..' ° W� !tf ./� `� !i L `. r l � r' ✓ ,,.- !.��" `..`'"\, �^e � f a`L. r .G�� t '\ k, � � � �.� .._ r �� Y �. � >� � h: f.'. � ,V LOT 4 � 1 ! 1 lvtip �. A� , � r ,� � _ � sb —„�'� — f1 � �r• .� LOT 160 2"W. lfbie as I 1 + 1 \ t' 1 t '1 4 ' ii.. % LIOT 1e1 - �' i �✓ �< I f I I, } *.., s r 1 I t i tt �, �. t / < f'1'l 1It'}1 I' j I °i11�. I(I f �w9 1 ro Ii 1 r'° �f� >,,R _ APPROVED. ae. LOT 156 LOT 15] �. 1 I t If f{ 7 1 1 1 S -` 96 l -,aT w1 Lpa 11 kill 1ft'll,� rr LOT N� �S p t�l' - V v LOT 207 REY PLAN } /CI n I Ls 1-01-239 1 LOT238 LOTW)a LOT 155 1 1 1 LOT15N. LOT'155 �t t U OefoN,,W1 G: ae d' r09 PE A A�O�l U IL oa � co a yo an E fq p W SG! P v O c ; JDC tll &IacbL W. Ldwar{IS OefoN,,W1 G: ae d' r09 PE A A�O�l E O °v: v1 E65� i a��� LOT 941 Wr266: LOT295 i a LOT210 LOl209 �/ - LOT 2n a c'D E o I � �o U P4 a ly W �u zn r F q g EC r� d Ul F] ix r Lpr 211 _ r w DOM. FROXOT 140:14A INDEX TIRE SP29 SHEET NOr 31. OF 37 1 /" DATE. W01 /14 . Lpr 211 _ r w DOM. FROXOT 140:14A INDEX TIRE SP29 SHEET NOr 31. OF 37 1 /" DATE. W01 /14 . 471 SHT SP 29 i i N.J it 24 XD ewe` r LOT 165 LOT 154 LOT 168 LOT 15] IT 17 Ig i1 is +r e� a^ it ; x" c I115111i1 1 t OfUJAMENTOLC sMfPY /BE ♦ . �� r� -_ iom —i -i, : Gu&tt_IjUtE0 RMPA ERS Po iOWN 01862E11ONPN PIS LON910ERM II 4 ceImONLLANTMISMPRO4gLM6CE35 f s r� A '• TOT LOT . t 1 i I,1! [ �' t 444 \X 1 _ APRROVED �� a LOT952. LOT151 LOT ,.. LOT1 LOT 141 147 n /f _ y LOT 20 LOT2 SLOT LOT246 h T' k LOT 26T d LPT2 0 LDT 27O FG G 6 ( �� LOS 22B whr22@ OT 22] r�l LOT 23B LOT 289 LOT 2ST "iOT23g LOT ZAS LOT234 LOT293 OT2F4, '. LOT231 L LOT 201 LOT 20D l / 1 1 LQT207 LOT 20B LM 209, / LOT 210 L � t L LOT 201 LOT 20D J j LOT 1% 1 LOT 197 LOT`211;�LOT2i2 f, l Or lA X494 .LOT 4 iDT t92.. ,1 Zf9T 249 f f LOT2 roe"- / " 1fl9 -RA j HI LOT 214 __.. _ }._ —_ —y LOT 1W LOT 250 LOT 251 XC l-I !im252 4!J- — fi` — y LOT 254 a / L f r , ark ng" J LOTmr F � �J /r � / V LoT 221 ] `V � A LOT 220 J 4 LOTT 199 uGT 187 OT iRfi L6T �N I s I co j Alt, ,A KEY PLAN 1� $ co as \ \ w ¢ I� v E� pCD m pmp 440 A60 MID J LL C .✓ c°C/ �, v W. Swoon Fglwnrde ��� �� A•� `�... /111 \ A`ti.' tod z `a � _ �qy A.�� �uTOB auCED=L- McMEG\ z. xv r 61 \ ll J �Y SG0.FER3HANOREOVAL�O3'1 8L''EBH,�T \6P'�Fgi ju 8 T251J. �i \ \ "✓ Ysiy -. �sl \�\ \�\� E �i ``���a• �` �l 111 v r LOT 259 I � � �yt � � i i � A � ✓ � � L qN ♦ y / q f -::r I r LOT218 SSign > L ��� '¢✓' A \ w LOT 216 ^ yr _ DOM PROJEOT NO:E4.003. e A m LOT T15 ( 'f 7 �``�"' INDEXTITLE< 41-1 1 ppprrr 4 Gl iyPorkn � � � V � 4t .j l l Go:e r SHEETNO:'32 OF 37 " VI Wood Framed � 3.+,. 6deg DATE: 12/41/14 EXHIBIT 0 D. ForbeansafforeaulwItibblood, 1 EXHIBIT Father w PP 1 Rf GMO optimal (15-1.) As e MPlel ORmach ati Rma D d. mtl al Iffilddlas ifirall ANY h Addeme toward 'he mrs" t(15%) emomm, If this w (Namwnmt %� 1 I - pl b pl aNL Flat Has PR FER FORM m ,her of x a u dogulary, tire may - a by, a by bmled:i m,da sells rw� an Ier a.leab 111 l From 4 a Y) of as total units oug, am PLO or a &d lPOP• Dole of 20 2Mp poll the RINIng is &. 3 Afl> I Iq III Or._(a) aide, a wwn,O Wall A, I'm tlanBnWeau ZMA 1 2=40 1 Tae 4G "382 tl a lees eoattmtlpble dwellat f Wh p aIbe qrq bl lshell To, Nor ad Parry] eR} fa F3A: also PmW dh tW 'bI11Y dg LU. gWe .,be Sol Bn°^ leffbal marine; sell Flesh, $ solmilmour boost oftho mordere lot whan 3) S. Roadl Ated, a 'l a order older, Ha C.. ny Bngi dedififirsh, W muma toy ethat We All- h q tame I- 41 Fort ✓W P AfJ3eJJ (w epmRa aFOewlbLLd 1' &s earn be W- C aioC d fD I pu expend LIr De Bn dd Ml IY 12, break as rould ml W PmrvvY 3i f M1 Alb mpend WeCUmW area y 1 For Wor I HIS Pm , no =to doubled 1t u r 2i35"j If w NU1 t Start. h by I Illolmly oR Famprown, belief b bid, n all be Ml monefl d SI fi Into, Say be SpeW 891y1dFaril %D Lllmg it W firres In y p f a Th PvAe d NRMN ^9uesW wt3 homyoury ro & somer he maral fAyelnPhQ lWab1. pa Wtl (F rwe tl 91 1 mo e$T se ®M Fes an 11 mm¢ Caesars mrugD pm m@v fiaa cove mndm ba tm.wepl 1 m re mH aaa N slmoW 'ryleFa 1 Dw1m an d u 1) ARNWD,NoAdaja v Tlmo ale a ns raft aanl a Il wary d. Th ama orWO uryvoa R dtW a Irng ehnll De '(w tmY'bwiWUweq P'K^ lP 3 wm G hm Finnish, T1. m' lµmn ° mwwa mwm =m cPro, sw n.omle + a "' way r nm ➢ mom. wm f W 'r 1 Irma m amah g "m o-beaaanm_. aeveltios 8p LS PJF ly eWng ma P4V dCtl Jby WeGavai Cd of PmPwP Pang n M1Iaswaayume1sIIm POame Pwo ", Dvvalose,oHID k ale dm Al m6lh Y41Ydrymarihmup We wa e,UWb hoorpoY per ast ra8fpt,der op,ry m1 or WGmeN Omelopmml Plwandwe COav of Mauluamg Wid Erst o blue Voss (Plrp J cml P Ernst tm g' ho qd bw tjnv N ww mwm n' .eon f p m w l�K In °me' neWg r aa+ m l a➢W as hY Alh 1 whry w au noN and is d+ 4irrp pen rl® Hoveio4�IIa 4WNL°'he pggn$ h 1de -The Nina waM1 blehd wages, ea d thaa) fined pp 9lh fal JesrBn M,I thmagh d -p. A, Sabah, deuwx DeP+Pd PpinNy(90)atya ttlOmlYe^a Pre9tYf Rmwig Bela elm Pa Xwiq T have a NI hnYne fmaleaepd, P2mhesm APdm ),pr 1]e wnneo RW yfin rWAUObe dumlwdaa mwws,, t W ouaefi pl nel'h ➢4nN aammv We OU be s19 ggorSomwM na/waamm W 1(s)ivinp "Alba r Na lfuw ,m unnro tyr I* 6 1 rm d" m flbrdam ameviug re eonntruu kaulgy a fj¢ a yutitM➢wuhea. n acmmeWh( me* sltG S.I rymai]e Pn W MNavids MVeme mryupd 81m dY l% my in bdn Wonmg Ifie m b Nogloe Yh aH a m aim east ruaGlO�Ipm1M Y 'il % Of f(beD�tm%arin). a hrle stroMd W� WefloPNrlYmNewdvry wmmYdu°il(e)Wd t wl eveMel b. FILE are tlne easy rzn of W➢lmiugL mTnNalrthee➢cl�etlbYdaie aWaAhatie wi [A uyJaed{pn tydtdh restall bap pu Pl _ - -_ ofCVS➢ BaPll C n tea ... tw4Pm^Ra ➢n IC ball ap➢IY IS We TnaeNe 2, reads redby yaragepM1A me0 Il tletigu '" [fiA MamufW PaN W parent emanr( Asia n 8itht fb mrt pl pitieen Tha Ili �I. Hate- Rwsanlim Ideas derellm8e arm i10 r?gw &w my Agree addsi He Sae tg laabl deed T4mYwY eP hl We rele fineN ILLmad bark'eredinmt uaameW r 1 J aGnpciumaewrcmuulrvlAW '"g, m ammY N¢ PMSj d wtq diR mime ➢ ads e barvmm aewwale5 Id ehl a e11Mp WIWPe 4881 &ta «aep31M aalepncemduenppariamvgdb P[Wemnt T111jmrmutleuBC Y h eemstceama 290 good pays !!AA --�� A 2 O LHOPAt SCHECULE W/Wr15 EXHIBIT 0 D. ForbeansafforeaulwItibblood, 1 guess nominated pe 2F ah llw6odl (gemamg yjaamaRing me ) a w PP 1 Ho D& mP I C rI (offia, Ina ati Rma D d. aQ hi flhe LrJTmnd1Y achN NaW811 rneeheJa s Ww¢nm emomm, If this w n InaddimmdrefirstmodfordAl, ill Mimvveyrdimfigev 2 Absprool R tlrm is w tle need Wousi rvba . Turbine ia1, m,da sells rw� an Ier a.leab m f mw C^ Y Y owbl N poll the RINIng is &. uDal h l h gdaW ah we PP NPI boommilymplalwationlY 2) Wipp,20hermarmospH m e All z0.3ta¢ye LYRON dealings media Affords Vbd J domoUld Im too PP^ d aging Plan red eon Bad nm ly are ihuowed on to do Led 'm us lost fisdallo, Fill ey If my for I 3) S. Roadl Ated, a 'l a order older, Ha C.. ny Bngi dedififirsh, W muma toy ethat We fOb da BNer (rhmao tiff 62 25C IIJ CC 1) th Potlno too me, m1well, be Own, ll w Lool and B nw phorball be Aaron m a sayer gma tu Awe one (1) pooh ageNe fifty IS➢) re0. (3 0) foot to, Nommt lost will AO, all, Clvrteh 11 bawbor a only, fropm�RVPn b- 4. Revelam Fair foll Fell E %HISDD 0 emn,Ia me me tlo ..newt ua w error odf¢rondru a w.. wnt i 'a. P d' awn 1. comuSeal "If a B ua l a mh wWl a first y f N 11 w C M1 - Par Ri bl tnenpaa [y 62 C a2 O rd near be c Fh oa doohllc M if Y&"w^8 at P is M1 M the' a at wm dar M1,s rra r oarge. Huecnm'ea Wa % of r 1 w eorarb orml w m omamaa,M1GTAnw does Out prei Its to Pmv'mafW too t mw 0d0n Smash IS mrsai =at l oe babe tend for a.h fly Air phosphates awollog 0e wweormi nw map pe 2F ah llw6odl (gemamg yjaamaRing me ) a P am Alhm a W Ho D& mP I LtlV SA @aa 8M Ibe PI T with Wo R@ Air bra ati far U,d, owning aQ hi flhe LrJTmnd1Y achN NaW811 rneeheJa s Ww¢nm marl rJi w 1 n InaddimmdrefirstmodfordAl, mG ll clap N re P1 OUT io' ns and P N W&IiPmc. Two. me m trm pro a Coum.Y evaluated, rai "'s is w tle need Wousi rvba . Turbine ia1, r Peee an Ier a.leab eP ale n tvRe fins a ➢c^ fJw ea'mt 4. 3h C^ Y Y owbl N 3W% uDal h l h gdaW ah we PP NPI boommilymplalwationlY 2) Wipp,20hermarmospH m w m d dmmnamxoWO u m r o1r 1 n aeom+y ea®naTnmaem Wme mtia z0.3ta¢ye LYRON ci4 m (20)14% F hnnnpht ofwmnlws Vbd J domoUld Im too PP^ d aging Plan red eon Bad nm ly are ihuowed the e f Sol cousts RO 2004 'm us lost fisdallo, Fill The pon, giber baw all im ar ehae4 bwW mple Nd 'W, anvemaYe. 3) S. Roadl B Ork, Tncownmehnllmw A, 'l a order older, Ha C.. ny Bngi dedififirsh, W muma toy ethat We F Me (5) BNer (rhmao tiff 62 25C IIJ CC 1) PLO, SINEW me Fry f few emitted. Potlno too me, m1well, be Own, Moll barred➢maaae Bappd C hrobw9n a Hour B nw phorball be Aaron m a sayer gma tu Awe one (1) pooh ageNe fifty IS➢) re0. (3 0) foot to, Nommt lost will AO, all, Clvrteh 11 bawbor a only, C NI warfare :aulL ahnw wish Watuar moo, Ad AS I not San MP Q) last Tne YI t➢�we w VPehl ehmN W ad ➢W" PawNst NI onwnnalW aMa a & Ini nh llh el I1 SEOw -W In PWSBN ChmMaBan Wly Iona me mM1iM WUS Was AIIPte➢wMGaa' ilWlh hStn iM1 4R a C mill Dn niDlwlme BeJLneNlYm "Fall f L,G ID Jm,, P1 1]W (10) B H few m !raOe PmvweY atlequamtdiefECm iM1e FlnodngoPdwallmg vWemmasmtm scwaiv4. - r. "MG trrn 70 do g, OAS s6 Bxa m soP e. ^' Lf ) il aa. = 0 rt.gdPip. Lr 4at f moo (1) f ¢I' ..fat min Yanmlq�wmoNePmfml ens Weland eal Ih,'am. (]) l p Ipedellb 4.-1. 8 t tl I 9 me Plmibevm deamwY ame. AGa49nammp shNlbe sir E.m 1Rude If Fred Irmiligh Film so LAXIIJ e'� afil snood document Floor SIX. fortivall W and Let I,, n/ G N W G 3W% ISIS Y 0 9 ryPrmed Hry2e9 (W ae dvdlr 1 W Lee ad P 1p'a ad 'c mm dt f'➢rox. EL Surfac m rro ( LoIM rvb3 mOe ePGf'Mrdfo(meP11Yrt'emraf 9morCOUamwry➢melopmM. non "pro, Hen r'.E B=<m "- amt, i C- : . �` D P B e¢roommsb tr alalmllbe rt'ted amos osblmenvo-ma agaonra8ae __ fo] lips 5 SgnabreloCO,rvnm'NPrmka/Nmoel ! i Ol 3].1 S3 a21J] 4ac7T low on pn f9wnm n lNVme ofpw� Dore n.:.ga -....y pw lu;ll I]5 _ W42% d thandsSo 19__ your 390.10 9a 251 F� w 70 do 110 45785_ 135/ d - Fe/ 2A Stiff If F 4l 42 B. 09- Cf] U Q CJ U] Cc) at P l�K In Werverit of Pilot Lun911.Fmm Slr L Labnl omen 9ammnnt boar U Stn In -FEE LengN V 9 Wn ea 000 Brand Lot the )B OF w°a 1831 eo0 - Le 492 119 no1 _ - -_ 149 We 65 421.8a 39.79 In _ 83.8 290 58 1593 2500 1�ae !255 30 51.3 )0185 389.ad - -- - - - -' 19s x.1 sl3 fisae5 5 497.0 aOF,NORb SOP W Sir IOWA Pnwq of Plan Length Form Sir Lateral Art learn Bammaq Fmm qG. Vid,.. We as uum.^ OF _ Bsa 517 has is _ _ 398.]9 ----- 6.% LOOP 4W 16 6 fly anal A21e9 fine 253 '- 116 x M me.PS -ms% - _ _ __ )92 1No Popular It Pipe L"Wher"Spor L"OrdLeWth Logral added _ on 5rNe.n IN and Let by. •• --- 149 22 alias - 204 89 NO of Or 70 94P Let* 177 19n -____ _ ____ e5.]0 4041 F11- 4N In ago or 113 ]ID S 71 153 OF soli R3fl >0 9 N Langeland ___ 178 Amm, town ONm,mF1,11 VIM fashown Eaton! bar top 8 SWISS FM 30 4 ad) NO Sea - 195 -- up, at bad V 0 1, H Ib NO q=4E 111 in an WyB LIX 38835 9.n2%Pln Say 3D2 11 247 1 1456 60 Stand little 123' loo ------ _- 44 _ 499 Parent Of PIE We 20 Loembireen WilsoMmal Fly euthemm SF and Let lm." t/ 39520 _ 192 221 6313 991511 39og0 _ _ Stra 1444107 romS L 193 - _ _ two 519 Sol or _ Lotto 245 SLd Fan 575 dozers idea 10801 Xp 1]9 133 38593 38390 SwF 560 m 9101 imealn Prwnlo(Plpn tun F ram 94 IInnR N Lateral Lv &nllnverF ereemeni Flrrr we oiRPa rn BFand Latlay.^ - 150 -- 1AZ 96503 391.99 ____ _ 3. Laid M13] tn0% _ _ _ `Wv- Y3.8] 1 nwnl I:d]IDn n1Pl a am Sir Latest ton m graposimpons' 7t Far Vey go -7yed -10 - 394 - Hor 10 _ 61 lid _ it 1 Bass sty _ F 188 432 300.82 5. W 189 _ 7" _ _ 50 4 4A 6b01 PrmMet Plpe Le mmsb I-Wit Add 81 Southwest anon a Len sh From L ,Prey 0 9] ID RA 9 44333 al 00 _ 60] 11150 180 B 39020 6 of SO Fuel Planba wm Sh Cabral Irmo 9a me Floor OM BeMeen BF and Eat ln¢- - - Lm go -Airds SO on As W Sir FrAll Poland Parody Pp Farm Sir rai q Nepal Indent (awaymentPloor [Inflates... BF ad Lot 1,, --at- year go 561 Loop US 96 a 111 27 439dw wer 00 311 its Wed Z89 74 38700 74 M 12 SO all t, Er N 1928n0 1 Iffirfars Floor tr Lateral 4n eh tabral Indian Sa 29,0 5961]0 I-S le 15% - - - _ _ goals) 159 SO 1 105 ii 939.99 - - 160 In 195 930.90 ➢69_ Pettant of Pigs mm5 ILanm en BF anO Latm Late trade 0 Two StrIXAG mgr Ad da Inwnln P,mmol Piq U,W Fmm 56 bnl " Lan9m N brallmvn W mmam Floor 01G.�mran By and tot lm." 01] '- 35.2 395 l 396,03 3P'1"o0 1616 osf% - Tea a.Bm 401 00 " i16 3x].52 _ - _ _.. " p 80.6 - Laa9NFmm s6 ubral L.n9W na Wt nab _ _ 3fi1142 s6IXANSW Str FXi]0 mein wnlo(P pa InnplM1 From 6614 era Len lam, man EashmnJFOer Ba. m6emn eF and mom- 959 toss Log 203% 300.69 H91 163 of 1 39Si5 _ _ Le LrnoN 9elwern BF and Let. n IX# mn901 From sb labs 11'° la1¢ral barn Baum . `t j I6 To2 WeN M/ S2 ]61117'. Notth Sol _, paid 62 n>z five est' NG2E S6 EYSTA b 56 FXA18 nwnl q w Ih Frdn ab Wmn tzbnllmrn Badearoa oor 0X UWeen SFa"Lat. o lobe 826 19 SIT NGf6 A Ll 3PZ.15n 013 %P ]3 NIA last 1858 9 F Sol 10 _- go x _ 167 - - 5mm __- P.wmgPltn W m Neal moan 6 01n B.W.en eF am loom. •• Sm CXUm Sb 111 mal P' a Lepo men dX. MVer F Ldp 9.65% PS _ IDTa 1800 r22169 615 1796 90J59 2M N392 42000 Ads 717 137 4yRw 42200 --- - -- S 77 SO Essal h,wort 1, LrpmFm,St and not Ind " - - - - - -- - Lord 3HAW mwnln PO�Wmpino Lehigh From Sir applied India I Infistrad riveart West Flour raff limenion So and all lot, Rise - 12 - - 995 S5 at Diflat listed sB 4 4 0 �_�. 1120 Svc s 9PA7a SO SWA? W Sir OW(S lesson 1, r "WWI ti Oes %P 9 04 171 _ 16 420 9 s17 P2 145 W! 3w.N 400.Ad ]. >6SEE N6rE -2 SoN Rvenln Pament Ad Pile goods Fmm e6 Lamal Lon9tn bmmllnven Paxmeq FlOOr 011E Between eFana Lat Inv1]3 10 3 39311 398110 389 Lott 419 SO 179 -_ 6 10 _ st29 We so 251 _ 212 9 9196 91790 -♦ 212 EXHIBIT o EXHIBIT o a pea lob e. ^' Lf ) il aa. = Warning We Stay, mood not h,Hpydm me anh Safety er wdSa to We W be dh 4at f moo (1) f ¢I' ..fat min Yanmlq�wmoNePmfml ens Weland eal Ih,'am. (]) l p Ipedellb 4.-1. 8 t tl I 9 me Plmibevm deamwY ame. AGa49nammp shNlbe nel by tire Free bonds d mew ]. IDe mwmmo w wa by We QWVE°®^e°' xJ'mmt t'wlmip f laud o a r ry T stwpv op vlyl of I suvJem IN ran. opereved a frail f Q)r M omola r d (3fw ofvatlW umh wgnageb IYvmp vvl gas 8°I a 2M G N W G fi tl n h BmJI 8 aaa sN] ISIS Y 0 9 ryPrmed Hry2e9 (W ae dvdlr 1 W Lee ad P 1p'a ad 'c mm dt f'➢rox. EL Surfac m rro ( )bcrtoPlaod fi nmi() rvb3 mOe ePGf'Mrdfo(meP11Yrt'emraf 9morCOUamwry➢melopmM. non "pro, Hen r'.E B=<m "- amt, i C- : . �` D P B e¢roommsb tr alalmllbe rt'ted amos osblmenvo-ma agaonra8ae QW4 of ownv DNe nldr ofWebWlrWlg m lips 5 SgnabreloCO,rvnm'NPrmka/Nmoel ! i Ol G h PI hlla .hmd Ys 1 -11 h di than (20) /yg^ LNIOYi`ru %< Perot w1 cal be .WNM.� W wW IJ "via '6 on pn f9wnm n lNVme ofpw� Dore n.:.ga -....y pw lu;ll b d men r ( r hl) Weu r d thandsSo mmo mwin h dmmvww. 1 - - PaobPNemeofowd Pilo pvm vehlelas a qi hev¢IJoI dy P avvaw cr1 m glynomro RM)^'°° N 066 94 I 1 t ads yq l i \SIGHT DISTANCE RIGHT AT.01AfC TGRRACA' LANE AT DELPHI DI, 1,m Si°31 HOR- CALF L 80' VEHY. aCdLE ]' 10 91(1 P10 nand beloly 131 BFana Latnd Lou floor 2x% Slope W 2. The sanitary sewer Metal for loo. L98 shall be sloped at ne until it clears under the waterline, than provide 2 9o' vertical 2 bends to clear the storm sewer. 50.0 135 maps 41280 LL 64 p 4 The canners sewer laterals for Lots 220-2P2 =hall be at 117 in a order to clear the waterline and stureadoiLer c a All snnitars sewer lateral shall comply willr international in plumbing code. 209 lips 5 R5 210 - _ U E U 211 O F� w d Fe/ 2A Stiff If F 4l 42 B. 09- Cf] U Q CJ U] Cc) _ z SO mate EE 235 -FEE sea V 9 W 27W )B OF w°a 1831 eo0 - Le 492 Niser no1 20.W 843 We 239 _ 83.8 290 SIT 1593 2500 !255 921.00 B NPPI L v51r La s7% ass -- anal A21e9 fine 253 '- 116 x M me.PS -ms% - _ _ __ )92 _ W AN IF 91055) be _ 662 22 alias 41M 00 9551 257 F11- 4N In ago or 113 soli I ... In Redemptory Langeland NWmT ge,fith Amm, town ONm,mF1,11 VIM fashown Eaton! bar top Late wools Sea - 195 -- up, at bad V 1, H FaIN 38540 ortic Say 3D2 11 holds Sell plan Parent Of PIE Length Fred Loembireen WilsoMmal Fly euthemm SF and Let lm." t/ 2A SANITARY SEWER tithENAt SCHEDGIN _ SP31 Hung Sewer e Provide riser stacks or 45° bends to bring Lateral invert to 5" beloly 131 Notes'. I. Difference bet)vecn BF and lateral Invert board art % 11.ral Slope W 2. The sanitary sewer Metal for loo. L98 shall be sloped at ne until it clears under the waterline, than provide 2 9o' vertical 2 bends to clear the storm sewer. 3. The sardtary sewer T Le el for IDI. Most shall be eloped at 27 until it clears under' the waterline, then provide 2 90 vertical bends to clear the storm sewer. p 4 The canners sewer laterals for Lots 220-2P2 =hall be at 117 in a order to clear the waterline and stureadoiLer c a All snnitars sewer lateral shall comply willr international C`7 plumbing code. a 0 s "gaud [ Pi � �[ d^YP;n [ ¢mX° 0 -u cC C [ 0 W _ ' 1 0 zC C 'FhS -. -pia 9 x S> DOM. PROJECT early INOEXTITLE: SP31 SHEET NO: 33 OF 37 DATE: 12/01/14 ¢i be you ca DOM. PROJECT early INOEXTITLE: SP31 SHEET NO: 33 OF 37 DATE: 12/01/14 ¢i be ca U n C`7 E a i� U E U O F� w d SO SO QI U Q Q F Cf] U Q CJ U] Cc) U z SO z EE -FEE x w°a Le Niser DOM. PROJECT early INOEXTITLE: SP31 SHEET NO: 33 OF 37 DATE: 12/01/14 NJ IC MORDANT JUST BE ITT NOTCH SIZE BRANCH I AND VARIES AIDS S PIECE; D R V TTES- KENNEDY 81 F7) — \WATER MNNSAMc �% 3 A -923 VLL= THREADS WHICH I5 hIUEUEft CENTURION (<µ THE LOCAL ST NDARD THE LCL4L STANDARD 1 3 8 rV4lAl GO A OR APPROVED Po L LEND 22 U bfEdNLH VARIES 121/2' M.,L PLUG N �Q )� Gf e FJ 10 DO' /I 7EZ VARIE� 'E C NOTE.60'OWMETER MANHOLE cN4IXi REQUIRED. `. 'R4d6Y98aA C'rsp TAFIL'✓E BAS WATER�� \ T \c- f l - W J �Aa Nae AT ET 6 T CU E _ '0 RACE, 1 R a IIV aRAFPmv[DECVp �l CAST IRON LID P ' 18' [,HE HER BOX WATER MNN� ROD VALVE T AT RODS WITH BITUMINOUS PAINT) C GO / ) S k4 VALVE '6'MIN6 �� -8 "'"GGGF X 6 �/� i IN t i R USE FLEXPIC POSTER CANCER o NR' INALumcoxE In J / "i l T Pt B aW �0 PUREARG F ANGELES ac tis. ATW RPVt INS 2500 P S.I. CONCa[Tt BASE AND THRVST �Y - as r BAN 1N3' �. BLOCK AGAINST f `J UNDISTURBED STABLE G )� ,R ) '1N' 1 TFaEAOeo oLP Nc { PIPE STRAPS 4 V Go- ^i P ORDERS ( C STEEL PILE 7 ,y\ � _ P' C SLEEVE -"' - FI2JNIPPLE or D�CAPn B J 18 HK S A NO CAP y p t'F o - -.. '-: 80'Bervo WHEN THE SOIL IS DISH RRE OR N-IW MAN IN ALL NSTOIlA NIT DNS. IS LOCAIEO IN FEDH ANCHOR A H ROLE 'HALL BE GALVawnD � c I � rpPN 2 R� .,���. 0 THE AIDRANf WITH ,_— THRUST BLOt.K- �(I eYBRUCE AHE ADED IN ADDITION TO ROUGHS OR lSprygLT COATED THREADED RODS 6' CXTF.NSION -METER BOX (SEE FIG N -7) N q P N A EL PILE CONCRETE F NECESSARY A STEEL PORT SFIALL BE USED AS rN➢ITONN. SUPPORT �—� VALVE EG T { A91.F.MYE2S ( --�-�— '--�_- z- j NOTE /JJ PIPE SLOT BROOK' T PLACES) w� - N0. 5E STONE P - . No, 3 28 ^o T -,� c ` .. a.. �� ,FRIESW 0 PIPE SLOPED E B 4 W ( $ VA fN - "�nHCry SHgLLBeHaD NPUae BAR) In) Yf. BY THE r.1 a o 1 ETVrE me N L SURROUND WEEP HOLES 1VITH GRAVEL AND KEEP FREE OF CONCRETE 2 MAINTAIN A 3' bEIN. COVE12 Fft01A 111E MAIN TO THE FIRE HYDRANT / , T DRAIN IF 1 - GRADE LENS RAC "CHAT OF STAINLESS ADOPT CHAIN SECURED (Iw'wOING OITCIIESJ DI _ p p A /5/8v 1 MTT�: RS) _ �) f IB) CU 1 TMgI ET ' SHALL SLOB AWAl FROM 141E FIRE HYDRANT AND X AARIES VARIES -2 VAR V OR BRASS WITH s, 3 FINISHED GRADE r PIPE 10 SHANNER ON AST PRESS" LE8E A. A IS DEGREE ANGLE. VALVE BOX 4 THE GATE VALVE IS ALLOWED IN SHOULDER OR COMING THE DITCH_ NOTES- Va. 6 IRA PRIGHT or VERTICAL S ACK GUNG ED DECERVINED BY ENGINEER. BUT FOUL BO RE LEDB THAN TRUE FIAT_ IT IS NOT ALLOWED IN THE DITCH. (1) UNPAVED AREAS (PREFERRED LOCATION} PLASTIC BROOKS 2200 SERIES WITH 2' THO RSEN TAP m 5_ FIRE 19YDRANTS STAIL BE INSTALLED AT COCA IONS BIRDS BEEP 6 EXIFNyON OR APPROVED F.QUAI -PLUG BE DROP STAKE TOBE SCHE 36 PREV PIPE CONNECTED TO DROP OPEC YNTN SDAINARDpASNEIBC HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF (2) PAVED AREAS (AI FRNATE LOCH ON }_ OAST IRON BINGHAM TAYLOR No 6015 -B PRINT . REQUIRED TO BE IN ART AREAS, THE BEER HOLE SHALL BE and Hs. A.M9l REmaDEOPSrurvi s PLHGGFD AND THE OR APPROVED EQUAL USE 6" OF BRICK and /Dr BLOCK TO INCREASE DEPTH i0 24 DEAD LIJD N IIFl - (3) FOR TOUGH READ METERS A 1- 3/4" DIAMETER HOLE IS REQUIRED IN THE LID. o SEE s NEEDED ro w CHARGE PANT llYD2AN�l YPF V, BOB 2 TO SPRING THE OF wea FIRE ASSEMBLY [IRTGIL 3 o = 0 (Be a OF 1 HE SPEAK 90 e AGENT ON e QUASI OF HE EQUAL p3 NOT TO 3c41P� TYPICAL METER BOX 4 m}P1cAI Brow OFF A9 ;FMGCr mnx L n KREEDTO MEN GET C MANOR P3 Nor r6 scnl.e, pS Nor ro -- — > P D REMARK SHALL NEXT BE NBTALIEawITHN22 ADE THE ACCESS .cdNE w ° m STEPS TZ AS SO NI DROP SAAK WALL NET BE PREFER _REES OF THE $"TEPg„ U OR PE¢N ti ad\ L AR AS m _ NOT TO POUND BE qq R A ED I EUROPEANS .A/C unI<rlPL wucuuc Or ) OR ABACI rowL ) PIPCF 5' CALAANIZED PACKAGE POST WITH ED y�y�++ g °j �/ � ENDS PAINTED BLUE IN REMOTE AREAS O ° An - '�( 7 0 AS DIRECTED 4S DIRECIEO MHRKcR LOCATION Id AY BE SUBJECT Tr HIC1Iwnr DEPORTMENT APPROVAL GOOD FOUNDATION IAN RIAL ROCKET FOUNDATION MATERIAL '� - QD ,4. aD T _ W ®° °BE jr4l N OFT FAN I �� � am. °0 ACC AEANLD NL e.�Pwrr+ nNl91ED GRADE 4 W A A AND MAC- E ��ONN � o z 24 �IN 6. NTIAL dACQ1LLB. AIN MIN TN ( S _ ..:Rem �nix2; \�� /I '� ADJUSTABLE VALVE FOX VI/ LID BEDDING �.� Ff STONE ° 'R TEE OR WYE F T NGS FOP ALL BENDS FOR - 1 BJVGHAM & TAYLOH HG. N0. 4905 (ACRES/ TYPE) OR APPROVED EQUAL. , STABLE OIL ROC? WIDEN FRENCH O - -_- - -- AC AM IF Swe REQUIRED. DUAL SE �A� <Ra BRNNEP La .a PAL COUPLING -� - �, SCRAPE THE BOTTOM f 111E 'TRENCH REMOVE STOUE To INSURE rHL PIPE DoESNT REST oR R ALL OCK AND 6 � TANCHOR ED M .( -C TOR N PPm �� n -HEN COMPACT -FIE SOIL OR PROVIDE 4" BEDDING OF )i68 S ONtp UEST H � ��� �� I eRRn Pn ory � � FOUNDATION IN POOR SOIL CNDER —CUT CONDITION FITBRwvEN.e � o Pwc I 4N' / SINGLE SERVO D J_ ..AS VALIE g. a� w AS AS MIN MIN MCI E, ON CIA 1 P'. L Z Ell SECTION 1-1 S- TION 2-2 _CAT IRON UP �EB D.D ,ll, 1 I � �h, H FI UNITED WITH a E ._._ �, -� NTIAL BACKPL 6 6 SOIL = )BIN MIN VINB S[OUNE TVNFCP w a FBI PIPE DEGREE LEND DIIdEN sOFF voL EE AND PwCA V¢ 6 vD. s¢E QE urn (FEET) m 1/4 CHAT tiry C vNPneEp r.rzEABOmvmue. 1 \ )� WATER �I - _� LINE AJ FILL AS - " W (FCC) -� 15053 �j ) �� - APPROVED BY A('SA � q BEN L H T 00 950 2.50 301 OLD 2.25 2 60 0 f 5 l 4 -L IL E .PED PR BRNrw NuL NN c - MODERN BN 209 RUSS 33 ^ a` B" �PBLe SOIL OR fE00 - �STABLE SOIL OR ROCKS 4& 6 45 2.00 CT zoo z zs z sJ Dns /z 1 0 SCOPE 252 o1 _ Y.��++A OR ABBeNUED mw,L iy i A�) 2500 P A I T CT. � n 1/a 1 50 10 zso 026 1 11 1 DEC* LL - V* cCNCR_rr !' °' 2'x 2' BEARING AREA THRUST DLOOL� V L N HE WATER LINE t No ROCKS SHALL BE AL 1HIN Be' OF T s LINES 1 NO ROCK 90 45 366 266 266 3.16 2.66 32J 269 OA8 026 B 2z 1/2 269 083 316 291 266 Q3 � uL AS LARGER THAN 6 IN ANY DIMENSION SHALL BE D FBI 4 111 9 166 216 2DT 013 ,y PV / / _ N �� ABOVE TIRE NTAI_ BACKS LL ALL 3A HE INITIAL BACHFILL SHALL BE PL N A ED AND CO IVACTED IN 6' FIELD z 90 483 483 3.83 3ED S�2 083 AN . 45 335 3.5G 295 0.43 N o. aA �- 3n - 4 NO ORGANIC OR TREADS MATERIAL OR BCIIEL SV D 10" & 12" 221/2 233 268 2.86 383 HOT 400 283 0.52 APPROVED a PEPUAL - IN THE TRENCH. ..._. ._ 111/4 183 - 233 234 C.13 NOTE IN REMOTE AREAS, VALVE BARES SHALL EXTEND SIX (6) MCBES ABOVE GRACE 5. BELL HOLES SHALL BE DUG OUT IN ALL CASE, w w 1. THRUST BLOCKS ARE REQUIRED W.YENEVER THE PIPELINE t (CHANGES DIRECTION, CHANGES SIZE, READ ENDS AND Al VALVES 2 USE, 2,500 PSI CONCRETE DUCTILE IRON WAII B PIPE Dom. PROJECT NO- 14.003 4 THE CONCRETE STALL BE POURED DN ANY ES PART OF HE .rowT_ 3 THE ONN CRETE S ENGINEER SHALL B RESPONSIBLE TO THE VERIFY THE TYPE N SIZE OF r6--A TYPICAL SFRVICN IA THREAT, INSTALLATION ry� 8 IASTALIAT[ON & NF DDING p3 OUT TO SO FEE _ f I"/P1CAL GATE VALVE' pg NOT TO SPATE' INDEX TITLE: / L_ THRUST BLOCKS. - SP3 NOT ro zcate �� / 1CONCRETE THRUST BLOCK DID' SHEET NO 34 OF 37 SP3 NET To SCENE - -- DATE: 12/01/14 FRFlME AS DOVER (FEE FIG. 5- I - -0,E) SI STREET SURFACE OR _ NON -PAVED AREA soPEO aREn -� z -c "WI D6 10K TYPE TAG '47 RUBBER CLAIED STEEL _ APES OR APPROVED �� EQUAL CAST IN PLACE 3• -0" MIN PRECAST RSD _ I ✓ V C0 RINGS SEALS SECTION ON � 2 t6" M 12 I IG NIM M ELEVATION ol FROM ACROSS MIT 5 p' AIR-_ FROI.1 INEET TO OUTLET S1 Al BE 0 2 EEET C. P SE R y A Fu EEO - a1'E'oR A SMOOTH I2" FL XIBLE CONNECTION _ ANS N OF ROW BETWEEN F WITH STAINLESS STEEL DO F A OUTLET PIPE SHALL RF _ 'AND PROVIDED LAIN_ 6' BEDDING Nom: W/ NO 68 STONE o Y STRONG DRICICNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS 2 THE CONSULTANT OR L DETERMINE 1W ETHER MANHOLES SHALL. HAVE EXPANDED OR NON EXT NDED BASES. 3_ ALL JOINTS, LIFT TO, ES, INLETS. OUTLTS TO BE SEALED & DROUTED INSCE AND OUT SEWER SERVICE LATERAL 03KNECTON NOTES : BACK PSI CONE. BASE BENCH SLOPED TO RON CHANNEL 1/4 = Mlft `F / - - - - -� BRANCH �y � 2 Z COTE. ALL CENNECTIONS To EXISTING MANHOLES SHALL BE TRUMP AND A FLEXIBLE CONDUCTION ' BOOT ' INSTALLED i 11 MANHOLE WITH BRANCH TIE —IN DETAIL SP3�NDT To SCAN — SHARE A SEWER LS TO n MANHOLE AND NO RAY ELEVATION FOR FILE MARCOS LARRAT R . CROWN) e / CS TV ALTO �MNv LATERAL PIPE MORAL BE AT LEAST 02 HIShER TCCN ME -� EIEVETON OF DUE THE PDAEST A-1 TOP (CROWD oMMIST 2' MIN TO TIE MAE I NOT TO AR RELEASE VALE__ z REMAINING BACKFILL SHALT. NOT GON AIN ROCK .MATERIAL LACERATE 2 SEWER CONNECTED )SING A PIPE SORT AD MANTRAPTURAD B ,. -I An AN APPROVED PQO�L DRAIN TO GRADE 36 "MIN LARGER FAN 5" IN ANY DIMENSION 3 PUMPS DEEP FOR FFOAM VACANT CONNECTED VA_ E ) nu E N SIT 2 MI — NTV L 0ACKFILL TAEATED FALL SEVER LATERALS 2 BALL HAVEA Ix MUM AEI E FINISNED GROUND MARKER U EMBEDMENT 8 "MIN (6 EELS) T OR01 GHLY COMPACTLII ?AL ROAD LATERALS wAls STALL. AvEA MrvMwn wvw OF a FEET CRUSHED STONE PRNG LINE OF PIPE PELF 8" HAND OF APPROVED MECHANICAR TAMPER T_ LAUNCHING IPPw —COROCURAPOIS J NO 68 ENE - - PLIC .NDAS LI � E MAIN wf sERmce LARK ^L SECTION Qi U_ SHALL EQUAL L BE BEDDING 6 4 ax —FOUNDATION (SHALL BE REOL RID WHEN SQL CONDI ONS ARE UNSTABLE 'ALL PPE) 2) FOR ABSORPTIONS MOMFOR RIAN AT EST ARV_ AND FlIIINGS F .. - 1W frd 1, OPEN CATS IN PAVED AREAS A TI IN EXISTING VDOT RIGHT OF EVAY SHALL BE �•T BACKFLI ED AN IIREIY BOTH NO 21A 'STONE . 2 -FOR DUCTILE iRON PIP HE BOTTOM TI TIIE TRENCH SURELY 3E SCRAPED LINE VNE -TEE AND COMPACIED, AND All STONES REMOVED OR A 45 BEDDING OF NO 68 PLAN STONE SHALL BE PROVIDED - 3_WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A (MINIMUM 6' VARIES BEDDING OF NO 68 STONE R �4 SANIIARI SEINER SERVICE LAURA( DETAIL �P( NOT To STAFF — — `,AIR RELEASE VALVE SOLID E NGT TO scni,c SEE TIANC1'. ART` FOR FOOTING 1NF0 POETRY SFIVER INSTALLATION DFTAI_L e NopTTALc NOT -' ALL DETAILS APPLY TO A DETACHED CR A17ACHED ROADSTER ENCLOSURE GENERAL CONTRACTOR TO VERIFY W/ CIVIL AND ARCHITECTURAL PLAN FOR EXACT LOCATION OF OPERATED ENCLOSUR, . D BRICK HARMAN ROAD` C T WASHINGTON 1e -0. ON ANTIQUE 5.5. FLASHE. E E HOLES FOR PAD LOCKS /, TV FBLAMED GRADE CS TV SP33 � AT LY FLY PC LF NOT TO AR RELEASE VALE__ z BRASS OR CRASHED PIPES VALREE GALE O DRAIN TO GRADE U FPD�BLL� lal. � E N SIT � B SUPPORTS CB U EST Lp ACCEPT BLOCKS O CRUSHED STONE So W \ Grt IPPw —COROCURAPOIS J I I 6 1) q PRECAST NE AND CODER MTH WATER CAST ON LIC 03 APPROVED Qi U_ SHALL EQUAL L BE 2) FOR ABSORPTIONS MOMFOR RIAN AT EST ARV_ AND FlIIINGS F .. - 1W frd BAD F LINES 12 AND LARRFR USE 2' A,RV, iIDNGS. USEE r2) Q 3) IN ROTATORS OSIERS THE A V. ASSEMBLY CANNOT BE OFSI FROM THE MAIN AN r� RNEQ pMANHOLEUCNEON SHALL. BE INSTALLED SO THE `WATER LINE DOES NOT SUPPORT � U ED AIR RE'LEAS'_ VALVE (ARV) zz PC � `,AIR RELEASE VALVE SOLID E NGT TO scni,c SEE TIANC1'. ART` FOR FOOTING 1NF0 POETRY SFIVER INSTALLATION DFTAI_L e NopTTALc NOT -' ALL DETAILS APPLY TO A DETACHED CR A17ACHED ROADSTER ENCLOSURE GENERAL CONTRACTOR TO VERIFY W/ CIVIL AND ARCHITECTURAL PLAN FOR EXACT LOCATION OF OPERATED ENCLOSUR, . D BRICK HARMAN ROAD` C T WASHINGTON 1e -0. ON ANTIQUE 5.5. FLASHE. E E HOLES FOR PAD LOCKS /, TV AT CS TV SP33 � AT LY FLY PC LF NOT TO \ .. o\ To AM PC CTFF POURED CONCRETE FOOTING ® POSTS LOCKING PIN RETAINER SCN. 40 GAIN FENCE SST AND GATE w/ BEIGE ° TREX B OOD POLYMER LEFT SLATS TO MATED BUILANG. PROVIDE GATE LOCKING PINS AND PI PATRONESS AS/ PROVISIONS FOR PAD LOCK NOTES. 1. DUMPSRR WALLS TO BE 9' -0" HIGH. 2 PROVIDE COLT _ PAD MALLEABIE STEEL CENTER STOP /HOLD, AND SLEEVES FOR THE GALV_ LOCKING PINS IN THE OPEN AND AUD D POSITION. 3 PROVIDE 6' DIA PROTECTIVE S FEL BOLLARDS FILLED NI/ CONK AND PROVIDE A. CDNC. DOVE TYP. SEE PLANS HAS LOCATIONS PRINT SAFETY YELLOW. 5. FNIISH TO MATCH BUILDING_ �DIMPSTER ENCLOSURE DETAIL, SP33 Nv1 1p SCALE SP33 NOT TO Dims on C6 -6 Curb & Gutter CG -9B Publw R /IV (TV) r " TYPICAL SINGLE FAULTS LOT LAYOUT V (OILS (BEATER THAN 00 SIDE _ SP33 STALL C' =20' - rypoel BNimng- Footprint 1 Lot Line Buld Ta Lne Build To Fine DlmenSon Varies (See Tome D o Sheet PS2) Bulldin Setback Line t ndn" 5 Concrete Sidevalk I Planing Strlp ME A �i CG-6 Curb k Gutter Publtia R /R' (TAP) TYPICAL SINGLE FAMILY LOS LAYOUT 3 LOTS LFSD THAN 60 VIDE SP33 SWLF. t 20• ); FDA BE FA CLOSED CD ��aG�e �� LL oaee inn. BB� nL �� TRACHOMA Issn,..l ARNOLD B SENT SCUP :, ANN J jly1. / I y,T (I _) DOGHOUSE MANHOLE BASE BLOCKS 40�,- RX /y\ MANGLE SERVE CAsr Riot, Fit ENCOUCE 01 MIND -AcaRAS ON ARE s n ° NSN s mx ABOUT 11 1111NIMED AS —_ A\ _I1OF CT.)USBGS (I O TV A ON 1- ✓,.I -✓. ] o SAR p IF L ✓ m --I� a ✓. ff ;CNACT l COMPOSIVE STRACAT 91DE OF NPS 1 ON N, L EPL PLACE MA L j _T FOUNDATION SECTION VIEW N� fS: B] l I NOTES IE COOPER T Fl AS T A EXISTING INSERT FROM NEW LWER THE TO ALLOW CLYDE FLOW TO THE IXIO THE PIPE. fAAMEhFITION SECTION 2 POUR A SHELF E. THE LONER HALF OF THE EXISENT PIPE 3. OF AND REMOVE. THE TOP TER OF EXISTING PIPE TO WHALE fi" OF BEEN Lp MANHCI DIATHE MITER PIE ENVFU AND 41LTF HAVE AECCORDAR CL HEAL THESE AFF,)PIGATIIONFULL ° TESTED IN E )MANHOLE FRAME. AND COVER DETAIL_ sP3/ NOT TO YCAIN /MAINTAIN POSITIVE DRAINAGE �2A ASPHALT AGGREGATE BASE TRAIL TO BE CLASS A, TYPE 1 LOW MAINTENANCE PEDESTRIAN PATH IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. 111 7liAl6 DET41L (CLASS A TYPE U SP33 NOT TO ecALF z /r1"DOGHOUSF MANHOLE DETAIL SP3�;,DI Io scALFl �- TRAIL TO BE CLASS B, TYPE I PRIMITIVE TRAIL IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, 1 I NATURE TRAIL UhIALL (CLASS B TYPE 1) SP }3 NOT TO SCOAN ft 1w oR PRE CA vCD C 2`> L oVAEG Ga 0 AM C C ,C C C 0 W Cin -- Bc qCm R w Y VR s/oual eB' Cc z O U � � U EST O So W I 6 Qi U_ BAD USEE r2) Q r� � U ED zz PC � w W x BE PC SAM AS ED QE AS As AM BE 0 AR a o d CI up To an ME INDEXTITLE SP33 SHEET NO: 35 OF 37 DATE 12/01/14 z O U � � U O W I 6 Qi U_ BAD USEE r2) Q r� � U zz � w W x ME INDEXTITLE SP33 SHEET NO: 35 OF 37 DATE 12/01/14 9118/ )034 A"`� i a4 Af9's`` �A III% �Af�`', Sz,3,. .r;. ry „M �'. Sm'..5° �Aii*'�t,..rp , Pkpg{vLUYWNt 11]U2, i16P'HELFFMiRl DOOR) FbW Hy11 FdZ FbW NyC Mp3. ONTO butl TmeM TWA I ASBESTOS 11H6VO0AM bcata, Fo W"OA -- HASW ,,Ame1Rro Residual pressure REAR PART Baum GO MsIJ. PER piwtRp m#ZfASiI P PkoERessure. a9 BASIS P M w LMw 3 ine now 41 NEAR) 1,IbY. TILDE FREDDIE #2 IBM) 0 TRIED NOW PER(11 1 -.. - 1) Tall I mmXa FROM BRAD) LIGS' IMMUL SWAP mBEmgBml ARMS, AWwA pxR4lMilmt oxkP+N n. ImEP• mmne4rs F. a.. nEm:aool CpmmetuD 19, MUMMENTONLICENS5 DlwFlw n aVNIC,,SIR A MARREJOU 199UJIIIIIJMINM .m MINALLARM wiwa SIBRatureafTIONerl GO ARS, FIMNEWHINg A S dN,hugx F DONE a!pmmwNlllxD FONTANA DRIVETESTNDW INFORMATION: STATIC PRESSURE EYE PSI RESIDUAL PRESSURE =W PSI TESTEIDW= 3169 GPM PROPOSED WATERMAIN EXPANSION LENGTH FROM HYDRANTII703 -4010 FT USING HAZEN- WILLIAMS COEFFICIENTOF G320, ACTUAL HEAD LOSS OVERSEW OFFERS' PIPE 1S 39 PSI FIRE FLOW CALCULATIONS ASSUMING 39 PSI PRESSURE DROP AT MOST REMOTE FIRE HYDRANT, STATIC PRESSURE -46 PSI RE90UAL PRESSURE =4I PSI TEED FLOW -1169 GPM CALCUTATEDCAO- 2847GPM ANTICIPATED DOMESTIC DOWN D=ARK GPM (146 ON ITS 3GPM/UNI1I ADIUSUTO GAS =ARE) GPM REQUIRED FIRE FLOW =1NO GPM PER VAR FIRE CODE SECTION BIDS I FIRE FLOW IS ACCEPTABLE SINCE WDJ GPM A RNO GPM OLETA A DRIVE }IyDRANT FLOW TEST RESULTS P34 NOTES: L GMT IN POROUS PLA WITTER OF THE CURB 40M PSI IF PERMIT. 3, COMMISSION SURE I OUTTEN HAVING A ENERGY OF 300 FEEL M LESS (AMOR FACE OF PANAMA SMALL RE ARE FOR UP RAISE COMPOSITION DOW Ik ATTER 4 FOR WE WITH DOMINION SOFTWARE PROGRAM LATER AN GUTTER N OBSOLETE 5 )ILLEGALLY ONOFOR OF TV THE RUSS TO NEW IS N NBROWN IN AREFULOW OBEL DEFORMATION a AND DRIEN OF w ROAD u o THIS AREM MAY BE (AWARE A' THE MEANS SO WE OPERATOR COMBINATION 6" CURB & GUTTER VIRGINIA DERVARTMENT OF TRANSPORTATION CG -6 DETAIL _ P3 NOT TO CYCLE 1599CGD APPROx. DWINAREAL RY ERSalu AFPREE WEIGHT 2NA) LEE ,j GHY FEE A A FAA M RI s J 04.00 PRE o SECTION A -A_ EUROPEANS ARE FOR REFERENCE ONLY DIWNSIPIUMYVARY DGMERMONS ARE IN INCHES MURPHY MATERIA WALLQOUFOFMTD IAERSCRADEm PAINT CASINGS ARE BORROWED SMITH A NEAR PAINT LOERING PEVIEE AVAILABLE UNIT REQUEST AM FAADEF(® MEDICARE IN WITHPSMFMU uowNm ms -wFaw -. uyuemenw R.aFa o Am�®s"NW aREND m"AaE.exNIWII CF = W D„,IEak .ER,xx �AwE1 e ® w M�m m°"UCLE IRON '° GRNE,Arvyloplasi r PRESIDENT HEEr F tlLEO®MRSIAMMER Ks�W TURNE ,GARDENS MM a,a DMEADO,S a .n 151N DOME GRATE VALE / U 1 NYLOPLAST YARD 'DRAIN 15' DOME GRATE P34 4 IF ROME FLOOR 15 1 MCCES MUST M IRELAND FOR DOES [WE TO HAT REFINED FEW A GOES AM I I AT IK ARM ITS' AD VAN I 'LEAST RAME FLOOR WORST REPORTS IMIL W CIIII TA ROT' LUCIA IF -1 111 YEAR AN DEPTH 01 FEE 11 CINDY IF CHILD BIT 3 CURB I CUPS AIR GIT7Y SLOPE TOGETHER HAREM TO AUDI SAHARA WE FRIDAY I PAYMENT FAR FORD I SURE AD AT AM OF TOP PHILIP THAI MY TO BE PROM A AT OPERATIONS APPOLF AN ARTICAPPY A EARTH SHIP TO RIGHT OF WAR SP A I STORY FOULTV GROSS 5 A CUBA III OF AGATHA SHRIMP IS COMEDY PROMISED OR PROMPT THEY MUST OF LOCATED FIRM PHIL MUSBEGAS OF RUTH NUNN FORLE SIDE LINES SAUDI 104 WAS IRI BRITAIN A El REST 0 A FAULTY THAT AM BE III INTERCO A RALPH MAY AT MAIN ON OPENS OR YACHIEN, ArFTOAS DUL HAT TO CHIP CAMARA A PAID ALTO III LARS OF MG CIMSE I IS SUAT III 'FARES IT TO FINE ATION IF THS CHIP 0-1.111, 'A IFIUYIII,M 11 DO I'M I TARIFF CONNOTE SIMPLE 19 A LINK FORD TIE ENTRANCE SEASONAL ARROMMADFUL THE MERGER MAINFRAME OF MRORITY RUMI ASIA IF MEN CURB FARM ME US A IN MI MUL A SHARED MAE PATH TO AN HIM FIGN TRIAL A THE SO I GO THE A 16PED AM PATH IRA TYPE A PERPENDICULAR �� 1 TYPE B PARALLEL . AMONG FIX AM A "I FORD V IT I 12 A, IF as TYPE C PARALLEL N PERPENDICULAR FADING AREA MAY PARTUDE ti r - -��.p LOUIS ARCO AT IN PIECE A 'FAILING SHE IF I'D I — MIT �nER a:. � 4 A A FARE HER ARE 01 , I AD MODIFIED AD TROMILL ., ,�,._ DETECTABLE WARNING TRUNCATED DOME n DETECTABLE WARNINGa INSTALLED GO A RADIUS DETAIL DETAL jwoo CG -72 DETECTABLE WARNING SURFACE IFFE) AID MEAN IT 111 6 1 HER ;�Fzp m INDIAFRAG a, OF TRANSPOnvw c� GO mow zaF % w�\ .L3L �� ���APl11a Nf ; Ali' fi IF / F '3 ! Y46G Y1Yi4f1♦$' I yiss X50 Y l 1a /. ('/�% /f ALBERT z PAT rz[9 _ ME GO E ED UNFAIR WORM AI r DE a D DE x Sur. - F A A ° -'yr�, A PEDESTRIAN ACCESS ROUTE DETAIL TI iw Lana ! _ i ! I IVORY nn ARM SHIFT EE C OF AM POISON, "1 11 O S V \ Mw r✓ Z i DST Y+” / to ME DEPRESSED, MASS, RATER DEMAND I COHMARS AN DAMAGED 1' 11 IT' A 1 r ART IF HAT 'PC AS REFORMS. ENTERED ME L 6 � L A� 1 DT N49 i A EI U AM OIL" a% - EAabiad 0I WoUnSETWE HALF PLANK a ED Rwsn W 9a0_wNbn. ' ITICIDANI S S, I AC RUSm R SECTION A N3ILFHR ➢ aM ' `-P SCI Wdle! t MEDIA w" y T �vDw"m .. m wr NNxa ua r A PTTL�C co µ 0 F o ED 4 —aTG e ro e ." ,.w M au"MAR I 3 M+r m nW �� C�Yww 4b T uwac om U2 E m'aE`N u a -- "" FONTANA DRIVETESTNDW INFORMATION: STATIC PRESSURE EYE PSI RESIDUAL PRESSURE =W PSI TESTEIDW= 3169 GPM PROPOSED WATERMAIN EXPANSION LENGTH FROM HYDRANTII703 -4010 FT USING HAZEN- WILLIAMS COEFFICIENTOF G320, ACTUAL HEAD LOSS OVERSEW OFFERS' PIPE 1S 39 PSI FIRE FLOW CALCULATIONS ASSUMING 39 PSI PRESSURE DROP AT MOST REMOTE FIRE HYDRANT, STATIC PRESSURE -46 PSI RE90UAL PRESSURE =4I PSI TEED FLOW -1169 GPM CALCUTATEDCAO- 2847GPM ANTICIPATED DOMESTIC DOWN D=ARK GPM (146 ON ITS 3GPM/UNI1I ADIUSUTO GAS =ARE) GPM REQUIRED FIRE FLOW =1NO GPM PER VAR FIRE CODE SECTION BIDS I FIRE FLOW IS ACCEPTABLE SINCE WDJ GPM A RNO GPM OLETA A DRIVE }IyDRANT FLOW TEST RESULTS P34 NOTES: L GMT IN POROUS PLA WITTER OF THE CURB 40M PSI IF PERMIT. 3, COMMISSION SURE I OUTTEN HAVING A ENERGY OF 300 FEEL M LESS (AMOR FACE OF PANAMA SMALL RE ARE FOR UP RAISE COMPOSITION DOW Ik ATTER 4 FOR WE WITH DOMINION SOFTWARE PROGRAM LATER AN GUTTER N OBSOLETE 5 )ILLEGALLY ONOFOR OF TV THE RUSS TO NEW IS N NBROWN IN AREFULOW OBEL DEFORMATION a AND DRIEN OF w ROAD u o THIS AREM MAY BE (AWARE A' THE MEANS SO WE OPERATOR COMBINATION 6" CURB & GUTTER VIRGINIA DERVARTMENT OF TRANSPORTATION CG -6 DETAIL _ P3 NOT TO CYCLE 1599CGD APPROx. DWINAREAL RY ERSalu AFPREE WEIGHT 2NA) LEE ,j GHY FEE A A FAA M RI s J 04.00 PRE o SECTION A -A_ EUROPEANS ARE FOR REFERENCE ONLY DIWNSIPIUMYVARY DGMERMONS ARE IN INCHES MURPHY MATERIA WALLQOUFOFMTD IAERSCRADEm PAINT CASINGS ARE BORROWED SMITH A NEAR PAINT LOERING PEVIEE AVAILABLE UNIT REQUEST AM FAADEF(® MEDICARE IN WITHPSMFMU uowNm ms -wFaw -. uyuemenw R.aFa o Am�®s"NW aREND m"AaE.exNIWII CF = W D„,IEak .ER,xx �AwE1 e ® w M�m m°"UCLE IRON '° GRNE,Arvyloplasi r PRESIDENT HEEr F tlLEO®MRSIAMMER Ks�W TURNE ,GARDENS MM a,a DMEADO,S a .n 151N DOME GRATE VALE / U 1 NYLOPLAST YARD 'DRAIN 15' DOME GRATE P34 4 IF ROME FLOOR 15 1 MCCES MUST M IRELAND FOR DOES [WE TO HAT REFINED FEW A GOES AM I I AT IK ARM ITS' AD VAN I 'LEAST RAME FLOOR WORST REPORTS IMIL W CIIII TA ROT' LUCIA IF -1 111 YEAR AN DEPTH 01 FEE 11 CINDY IF CHILD BIT 3 CURB I CUPS AIR GIT7Y SLOPE TOGETHER HAREM TO AUDI SAHARA WE FRIDAY I PAYMENT FAR FORD I SURE AD AT AM OF TOP PHILIP THAI MY TO BE PROM A AT OPERATIONS APPOLF AN ARTICAPPY A EARTH SHIP TO RIGHT OF WAR SP A I STORY FOULTV GROSS 5 A CUBA III OF AGATHA SHRIMP IS COMEDY PROMISED OR PROMPT THEY MUST OF LOCATED FIRM PHIL MUSBEGAS OF RUTH NUNN FORLE SIDE LINES SAUDI 104 WAS IRI BRITAIN A El REST 0 A FAULTY THAT AM BE III INTERCO A RALPH MAY AT MAIN ON OPENS OR YACHIEN, ArFTOAS DUL HAT TO CHIP CAMARA A PAID ALTO III LARS OF MG CIMSE I IS SUAT III 'FARES IT TO FINE ATION IF THS CHIP 0-1.111, 'A IFIUYIII,M 11 DO I'M I TARIFF CONNOTE SIMPLE 19 A LINK FORD TIE ENTRANCE SEASONAL ARROMMADFUL THE MERGER MAINFRAME OF MRORITY RUMI ASIA IF MEN CURB FARM ME US A IN MI MUL A SHARED MAE PATH TO AN HIM FIGN TRIAL A THE SO I GO THE A 16PED AM PATH IRA TYPE A PERPENDICULAR �� 1 TYPE B PARALLEL . AMONG FIX AM A "I FORD V IT I 12 A, IF as TYPE C PARALLEL N PERPENDICULAR FADING AREA MAY PARTUDE ti r - -��.p LOUIS ARCO AT IN PIECE A 'FAILING SHE IF I'D I — MIT �nER a:. � 4 A A FARE HER ARE 01 , I AD MODIFIED AD TROMILL ., ,�,._ DETECTABLE WARNING TRUNCATED DOME n DETECTABLE WARNINGa INSTALLED GO A RADIUS DETAIL DETAL jwoo CG -72 DETECTABLE WARNING SURFACE IFFE) AID MEAN IT 111 6 1 HER ;�Fzp m INDIAFRAG a, OF TRANSPOnvw c� ALBERT z rz[9 _ ME GO E ED UNFAIR WORM AI r DE a D DE x Sur. - F A A ° -'yr�, A PEDESTRIAN ACCESS ROUTE DETAIL iw Lana ! _ i ! I IVORY nn ARM SHIFT EE C OF AM POISON, "1 11 O S ME DEPRESSED, MASS, RATER DEMAND I COHMARS ri HER I III M DAMAGED 1' 11 IT' A 1 ART IF HAT 'PC AS REFORMS. ENTERED ME L USED By 7EDESTRAMES IS MITE IT WARREN SECTION F -F A EI U AM OIL" a% - 11 -IF H HALF PLANK a ITICIDANI S S, I AC RUSm R SECTION A MEDIA 0 S µ 0 F o om U2 E EEPLF r 1. I'M ALI A I IS DART IF 1101 PRIME FOR AHEAD A CARE AND GUTTER I . 12 IF MINIMUM DROPPED 14 a OFF IT MEAN A 'IF". I THIS AREM MAY BE (AWARE A' THE MEANS SO WE OPERATOR COMBINATION 6" CURB & GUTTER VIRGINIA DERVARTMENT OF TRANSPORTATION CG -6 DETAIL _ P3 NOT TO CYCLE 1599CGD APPROx. DWINAREAL RY ERSalu AFPREE WEIGHT 2NA) LEE ,j GHY FEE A A FAA M RI s J 04.00 PRE o SECTION A -A_ EUROPEANS ARE FOR REFERENCE ONLY DIWNSIPIUMYVARY DGMERMONS ARE IN INCHES MURPHY MATERIA WALLQOUFOFMTD IAERSCRADEm PAINT CASINGS ARE BORROWED SMITH A NEAR PAINT LOERING PEVIEE AVAILABLE UNIT REQUEST AM FAADEF(® MEDICARE IN WITHPSMFMU uowNm ms -wFaw -. uyuemenw R.aFa o Am�®s"NW aREND m"AaE.exNIWII CF = W D„,IEak .ER,xx �AwE1 e ® w M�m m°"UCLE IRON '° GRNE,Arvyloplasi r PRESIDENT HEEr F tlLEO®MRSIAMMER Ks�W TURNE ,GARDENS MM a,a DMEADO,S a .n 151N DOME GRATE VALE / U 1 NYLOPLAST YARD 'DRAIN 15' DOME GRATE P34 4 IF ROME FLOOR 15 1 MCCES MUST M IRELAND FOR DOES [WE TO HAT REFINED FEW A GOES AM I I AT IK ARM ITS' AD VAN I 'LEAST RAME FLOOR WORST REPORTS IMIL W CIIII TA ROT' LUCIA IF -1 111 YEAR AN DEPTH 01 FEE 11 CINDY IF CHILD BIT 3 CURB I CUPS AIR GIT7Y SLOPE TOGETHER HAREM TO AUDI SAHARA WE FRIDAY I PAYMENT FAR FORD I SURE AD AT AM OF TOP PHILIP THAI MY TO BE PROM A AT OPERATIONS APPOLF AN ARTICAPPY A EARTH SHIP TO RIGHT OF WAR SP A I STORY FOULTV GROSS 5 A CUBA III OF AGATHA SHRIMP IS COMEDY PROMISED OR PROMPT THEY MUST OF LOCATED FIRM PHIL MUSBEGAS OF RUTH NUNN FORLE SIDE LINES SAUDI 104 WAS IRI BRITAIN A El REST 0 A FAULTY THAT AM BE III INTERCO A RALPH MAY AT MAIN ON OPENS OR YACHIEN, ArFTOAS DUL HAT TO CHIP CAMARA A PAID ALTO III LARS OF MG CIMSE I IS SUAT III 'FARES IT TO FINE ATION IF THS CHIP 0-1.111, 'A IFIUYIII,M 11 DO I'M I TARIFF CONNOTE SIMPLE 19 A LINK FORD TIE ENTRANCE SEASONAL ARROMMADFUL THE MERGER MAINFRAME OF MRORITY RUMI ASIA IF MEN CURB FARM ME US A IN MI MUL A SHARED MAE PATH TO AN HIM FIGN TRIAL A THE SO I GO THE A 16PED AM PATH IRA TYPE A PERPENDICULAR �� 1 TYPE B PARALLEL . AMONG FIX AM A "I FORD V IT I 12 A, IF as TYPE C PARALLEL N PERPENDICULAR FADING AREA MAY PARTUDE ti r - -��.p LOUIS ARCO AT IN PIECE A 'FAILING SHE IF I'D I — MIT �nER a:. � 4 A A FARE HER ARE 01 , I AD MODIFIED AD TROMILL ., ,�,._ DETECTABLE WARNING TRUNCATED DOME n DETECTABLE WARNINGa INSTALLED GO A RADIUS DETAIL DETAL jwoo CG -72 DETECTABLE WARNING SURFACE IFFE) AID MEAN IT 111 6 1 HER ;�Fzp m INDIAFRAG a, OF TRANSPOnvw CAST 19 FORCE FUNDS LOEMMENT OF 7111PIITA MM 1 THE HART PAY A HEWLETT MY �WREIE TO BE CHOSE a IF RASE IN THEE N 9w:1 "�L WEFFO &ES ° R1RW"'RVNxEx °"R FAA AN • BE DEPTH OF CUBIC MAY AD kGNL ALBANIA TOO SCOTT G 70 BE TO a SWISS NO RANDALL AN Y UA OR AS THE R THE FIRE WAR A TO WE ME MR A REGATURES EUGENE AS DUANE My N aaIuwa. In PANAMA OM�� STANDARD E6 "" CURB THUMPARTATTON 6 CG YO THIS! P`aj ND'1' io SCALE m ON TERM a c 6^ 0 o HE CC .� G C O W 0 A -FACT Z)/A0 � U@ AEG 3 v 4a ID SUN " S U SF g E I � � O o F� EGA U a O a� a w a W 6 CED A4 F O d w C4 Ca z Ia w F (GAVE r q � z z w N INDEX TITLE SP34 SHEET NO: 36 OF 37 DATE: 12/01/14 c� ALBERT z rz[9 _ ME GO E ED UNFAIR WORM AI r DE a D DE x Sur. - F A A ° -'yr�, A PEDESTRIAN ACCESS ROUTE DETAIL iw Lana ! _ i ! I IVORY nn ARM SHIFT EE C OF AM POISON, "1 11 O S ME DEPRESSED, MASS, RATER DEMAND I COHMARS ri HER I III M DAMAGED 1' 11 IT' A 1 ART IF HAT 'PC AS REFORMS. ENTERED ME L USED By 7EDESTRAMES IS MITE IT WARREN SECTION F -F A EI U AM OIL" a% - 11 -IF H HALF PLANK a ITICIDANI S S, I AC RUSm R SECTION A MEDIA 0 S µ 0 F o om U2 E EEPLF r 1. I'M ALI A I IS DART IF 1101 PRIME FOR AHEAD A CARE AND GUTTER I . 12 IF MINIMUM DROPPED 14 a OFF IT MEAN A 'IF". I FRONTIER L SECTION C m m A un uvu DECREASE F STANDARD ENTRANCE GUTTER % %cQ 'ISO (FOR USE WITH UNPAVED SPACE BETWEEN - Wr ( -CURD L MM 1 THE HART PAY A HEWLETT MY �WREIE TO BE CHOSE a IF RASE IN THEE N 9w:1 "�L WEFFO &ES ° R1RW"'RVNxEx °"R FAA AN • BE DEPTH OF CUBIC MAY AD kGNL ALBANIA TOO SCOTT G 70 BE TO a SWISS NO RANDALL AN Y UA OR AS THE R THE FIRE WAR A TO WE ME MR A REGATURES EUGENE AS DUANE My N aaIuwa. In PANAMA OM�� STANDARD E6 "" CURB THUMPARTATTON 6 CG YO THIS! P`aj ND'1' io SCALE m ON TERM a c 6^ 0 o HE CC .� G C O W 0 A -FACT Z)/A0 � U@ AEG 3 v 4a ID SUN " S U SF g E I � � O o F� EGA U a O a� a w a W 6 CED A4 F O d w C4 Ca z Ia w F (GAVE r q � z z w N INDEX TITLE SP34 SHEET NO: 36 OF 37 DATE: 12/01/14 Z)/A0 � U@ AEG 3 v 4a ID SUN " S U SF g E I � � O o F� EGA U a O a� a w a W 6 CED A4 F O d w C4 Ca z Ia w F (GAVE r q � z z w N INDEX TITLE SP34 SHEET NO: 36 OF 37 DATE: 12/01/14 ID SUN " S U SF g E I � � O o F� EGA U a O a� a w a W 6 CED A4 F O d w C4 Ca z Ia w F (GAVE r q � z z w N INDEX TITLE SP34 SHEET NO: 36 OF 37 DATE: 12/01/14 E I � � O o F� EGA U a O a� a w a W 6 CED A4 F O d w C4 Ca z Ia w F (GAVE r q � z z w N INDEX TITLE SP34 SHEET NO: 36 OF 37 DATE: 12/01/14 INDEX TITLE SP34 SHEET NO: 36 OF 37 DATE: 12/01/14 PAT m sµo ac a � E ' wnrw LNWE `RW'uNL,r dM1aAME n� EeEV�e B EBTAT0 : �V F uo NE. +p,,�>,y� .,cam W Iu' °1° { �g� r 2tionv BE - . >. w 9v mg TT Ax0F xJwW aP,F NOV K$W.a W..+ '. TAM MGM � WIS Nit mom: ww AO MICHAEL tNY� ffV,F''1� M ae SEA swmN� VD.e�..Irw,.A 9ECTN'AI B-6 :iemw "° T s W �'S� WCwYME Aw5,9 W!WMK P'���W{iylv�iln :paa:a so mm TEL e V Ot _ BETEL n � SECTION A-A° .. w BASIN Ta SEE Li`Mx , n:•�3i'anoi"iw5 a�,tW.aM 4F TT+IWMU GM LLL �a ; � p K ii i3 � 34 }t 6�1 A+n I SAN L E s `: '< cry vv�' AA... Y n. CBMCARTE WIETIT6 PM: YIN DEPTH ]^ m NAME IV ME ..c EAST �TION �PjVF"J.:� MGM & . g SECTION Vt D -D Q �ri,°$i im�FhrR L : GRATE: DETEL MMM STANDARD DROP INLET DOE 241. Pff NA%NIrN DEPTH (HE - NY gumm 'MAN' NONE w� ewPNmeR*wrr a>wwwmAw „AN,uw NEW 1 SECTIFN TFRDUM ELEVARBIN r�'r� ®gym m sµo ac a � E ' UNNESS EeEV�e e[T•'„��e��ec'eCS91 uo IODINE a TNPf J fair, BE - AB vAGEN w 9v mg TT Ax0F xJwW �o w wx . NZANE W An °�w P,7as .°a`o"mim u "r Gtk w` ¢ sK SEA swmN� VD.e�..Irw,.A STANDARD CURB DROP INLET U 12" ZN PPEc EYONW OCPIH IH{ -W'. :paa:a so mm D,y WaE Y WIAp +.rc�wNAx,Aw 'ill SECTIFN TFRDUM ELEVARBIN r�'r� ®gym illt E `.is i0riAx Ia. EeEV�e UMM SECTIFN TFRDUM ELEVARBIN r�'r� ®gym ®0 `.is i0riAx Ia. AM T NO UMM e[T•'„��e��ec'eCS91 uo �l uvPT°'rEPRS,sn 1. ME FbTFG ®0 `.is i0riAx Ia. AM T NO UMM MEMO, uo �l uvPT°'rEPRS,sn 1. Was =I Vr I III SEA !9V AFL ENUra. �o w VISIT ME FbTFG WE SEEING IS Z GAP 4 VIA NO EXISTS `.is i0riAx Ia. AM T NO UMM MEMO, uo �l uvPT°'rEPRS,sn 1. Was =I Vr I III SEA !9V AFL ENUra. �o w VISIT ONES, 8.0 MINE: TO �1p470ara m"ft 8m.. M, SEA A M No PLAIN VIEW i„ s aw��� soars ONE N 0.0P Q an�}n�PYmn' Wi[ IB Imw.a Ne+., a i. i MW R 4 R� r INNER GOES, 41 ORION Ai I SEE ON: GIL WE SEEING IS Z GAP 4 VIA NO EXISTS NOTES i0riAx AM T NO UMM MEMO, �l MAN I Was =I Vr I III SEA INNER GOES, 41 ORION Ai I SEE ON: GIL BECTON THROUGH ETEYATpN ' STANDARD CURB DROP INLET VW waT ,pr, rzsm,v wre iW 25" Pi DEPTH A), VTo Ed i I, APMS01 SIT l0 N�wrc 6 MAPSG P i �f GINNIE, I E,, CA TEAL JAI PLAN SECTION A A ("I'll AINT MEN {l — �I��A va"a a : B �2 v' pIn /«r+W �F IL �B �r 011" E 0111 E NIG I WEEP FRONT ELEYATON VMS ANN, I [i I TE SECTION Be ENE R NEW MIA& GALVANIZES KATE BIG TEK A TO ES SENT 09 W NOTE OF MT31 10 Mal "I A, E I I USTI MD 'A TO BE X 'v^N ' NOSE BETELS MAKE' POESON' OUT M TO EKN BEATS 01,3A PIG L °u {{ L, ;17— SEA E IfIT 01 11 sw, N 1 I 15L DETABIL WHEN USED ADJACENT TO CURB NOR Nsrc WITXOOR GUTTER em s r,�. SO°„e°T,T` STANDARD CURB DROP. INLET ABIO All A, 12 SO " :PIPE NANIi DEPTH IHI + 8 TEE WE SEEING IS Z GAP 4 VIA NO EXISTS NOTES i0riAx AM UMM MEMO, MEAN, ®0�0 ISM, �O ®D !9V AFL ENUra. BECTON THROUGH ETEYATpN ' STANDARD CURB DROP INLET VW waT ,pr, rzsm,v wre iW 25" Pi DEPTH A), VTo Ed i I, APMS01 SIT l0 N�wrc 6 MAPSG P i �f GINNIE, I E,, CA TEAL JAI PLAN SECTION A A ("I'll AINT MEN {l — �I��A va"a a : B �2 v' pIn /«r+W �F IL �B �r 011" E 0111 E NIG I WEEP FRONT ELEYATON VMS ANN, I [i I TE SECTION Be ENE R NEW MIA& GALVANIZES KATE BIG TEK A TO ES SENT 09 W NOTE OF MT31 10 Mal "I A, E I I USTI MD 'A TO BE X 'v^N ' NOSE BETELS MAKE' POESON' OUT M TO EKN BEATS 01,3A PIG L °u {{ L, ;17— SEA E IfIT 01 11 sw, N 1 I 15L DETABIL WHEN USED ADJACENT TO CURB NOR Nsrc WITXOOR GUTTER em s r,�. SO°„e°T,T` STANDARD CURB DROP. INLET ABIO All A, 12 SO " :PIPE NANIi DEPTH IHI + 8 TEE WE SEEING IS Z GAP 4 VIA NO EXISTS NOTES i0riAx AM UMM MEMO, MEAN, WEAL MIT BE SAM ANN "I AM ISM, orm E BECTON THROUGH ETEYATpN ' STANDARD CURB DROP INLET VW waT ,pr, rzsm,v wre iW 25" Pi DEPTH A), VTo Ed i I, APMS01 SIT l0 N�wrc 6 MAPSG P i �f GINNIE, I E,, CA TEAL JAI PLAN SECTION A A ("I'll AINT MEN {l — �I��A va"a a : B �2 v' pIn /«r+W �F IL �B �r 011" E 0111 E NIG I WEEP FRONT ELEYATON VMS ANN, I [i I TE SECTION Be ENE R NEW MIA& GALVANIZES KATE BIG TEK A TO ES SENT 09 W NOTE OF MT31 10 Mal "I A, E I I USTI MD 'A TO BE X 'v^N ' NOSE BETELS MAKE' POESON' OUT M TO EKN BEATS 01,3A PIG L °u {{ L, ;17— SEA E IfIT 01 11 sw, N 1 I 15L DETABIL WHEN USED ADJACENT TO CURB NOR Nsrc WITXOOR GUTTER em s r,�. SO°„e°T,T` STANDARD CURB DROP. INLET ABIO All A, 12 SO " :PIPE NANIi DEPTH IHI + 8 TEE " Utility Space 1�+ -- W =5 ft Bearable -- - (+- --- 38m1n — ! ti ft atin avtrees s PlarrtIne e- 0finin t in, Now. Eat to rou top curb i 4 In. min, nisewhea'e f ' IF the a ft space is PRINT Bcnstnlotlon shall be on Dolnpaeted subglade and the Thickness shall match that of the sidewalk, however, the area viii not be C©nsidened,pail of the nunaromTE width required far sidewalk. If trees are planted hi paved peiesteian areas, they shall be planted to tree we0s that>Endude a planting grate, approved by the resident engineer. However, the width of sidewalk passRTg file tea -ref, shelf be at least 3 Feet In WARIfn. 1 I PICA. SIDEWALK DETAIL 34 EOn 10 SCiLE WE SEEING IS Z GAP 4 VIA NO EXISTS NOTES i0riAx i 1. "uiFZiw cgzgp axe a owe >xw ini, rw rx,w:. o°m ;e mw"w a WEAL MIT BE SAM ANN "I AM ISM, orm E !9V AFL ENUra. gA ONES, 8.0 MINE: TO m MEN) GMT U OB CEO) 'ill SECTION A-A° rNi m'�c,,wTy�1A`1eR°10 w BASIN Ta SEE Mw OF HI n:•�3i'anoi"iw5 a�,tW.aM 4F TT+IWMU GM LLL , ;.: ABC ME ' "O TC Go Fm�'�"i.°`° Y NSA I P m,s ]^ m mw:,az I SEA I S. ME STEVE MY off PIEDMONT SAN _ MGM & . g °"u„d`mraNS"sPEtgP Q "'�" x EGA MMM I UP39M uglars. NO MV11MAMMM 110I w� ti ANSI 1 „AN,uw NEW :s e �� 1 4 WE NO � U I BIG, ,.n arl, : z INCREMENTS. TO BE MINA swsaruw ana OPPNOyp}ATE QIVYTITE$ Faq. F�OpR SEEN! TDOpRION& FNT CF SECTION TNROBGX ELEVATION YPINUY'E DEPTH INLET DEPTH (HE M!DI BLOT LENGTH IN OF STEEL uagw w BE WSCHEDU,E �, `mp 2Wrm° ItVMP 0 a N W NINE BE SEE 1 =6 STANDARD CURB DROP INLET Wit SS 1@ ": "El DEFTER (H) :: BE TO VY Mp WM SO AMpu1PAYO' " Utility Space 1�+ -- W =5 ft Bearable -- - (+- --- 38m1n — ! ti ft atin avtrees s PlarrtIne e- 0finin t in, Now. Eat to rou top curb i 4 In. min, nisewhea'e f ' IF the a ft space is PRINT Bcnstnlotlon shall be on Dolnpaeted subglade and the Thickness shall match that of the sidewalk, however, the area viii not be C©nsidened,pail of the nunaromTE width required far sidewalk. If trees are planted hi paved peiesteian areas, they shall be planted to tree we0s that>Endude a planting grate, approved by the resident engineer. However, the width of sidewalk passRTg file tea -ref, shelf be at least 3 Feet In WARIfn. 1 I PICA. SIDEWALK DETAIL 34 EOn 10 SCiLE CRAIG SAINT, ArGy T" A SEEM' MII W PL N VIEW OWNER w NOSE BEI S a;zmou STEM I w,r tl ] _mil �Jnv IE BASS 1 1, DJCE T70 CURB NET mti ADJACENT TO CURB BEEF "�� WrtHwT DUrnR TV IFIED MEANT AGE, AM 0 MAE IS A�B:l 1 SUIT, FRONi ELEVATION VIEW E " SAM IPMIWS` SECTION B B all [ \�µ�y�9n I `r� c E ; FOXE So ON MGM FOR ENTREE TO SECTION A A �v MT STANDARD CURB DROP INLET °` " S6 6$ PIPE YAXID" DEPTH IHI - 8 AV NOW OWNS EST OF (J2 VNLOi STANDARD DROP INLET DETAILS P34 NOT TO 5DA6m FIGURE 6 - DETAIL BACK OF CURBS d %1s %2;i53£ @,f Um, hremuv4D9rnaCS i / `t E TYPICAL GROUP MAILBOX P94 .YOT TO 9CAIF e IIA �OI.111 -In III J V PROPU"ED RETAINING WAIL PRODUCET INFORMATION 3 NOT TO SCALE `9 ENT 9 - 'C C .3�e. 0 . TO O IC 4 iX EYE a _ s 4 M `T �I GO EST Z SEE AD TAB ON E GEE ME LL WE SEEING IS Z GAP 4 VIA NO EXISTS KANSAS, EASE MOVIES KATE TO IS OEM MAN IS ANY'S! "Tr5am i CO ItINES WEAL MIT BE SAM ANN "I AM ISM, E CRAIG SAINT, ArGy T" A SEEM' MII W PL N VIEW OWNER w NOSE BEI S a;zmou STEM I w,r tl ] _mil �Jnv IE BASS 1 1, DJCE T70 CURB NET mti ADJACENT TO CURB BEEF "�� WrtHwT DUrnR TV IFIED MEANT AGE, AM 0 MAE IS A�B:l 1 SUIT, FRONi ELEVATION VIEW E " SAM IPMIWS` SECTION B B all [ \�µ�y�9n I `r� c E ; FOXE So ON MGM FOR ENTREE TO SECTION A A �v MT STANDARD CURB DROP INLET °` " S6 6$ PIPE YAXID" DEPTH IHI - 8 AV NOW OWNS EST OF (J2 VNLOi STANDARD DROP INLET DETAILS P34 NOT TO 5DA6m FIGURE 6 - DETAIL BACK OF CURBS d %1s %2;i53£ @,f Um, hremuv4D9rnaCS i / `t E TYPICAL GROUP MAILBOX P94 .YOT TO 9CAIF e IIA �OI.111 -In III J V PROPU"ED RETAINING WAIL PRODUCET INFORMATION 3 NOT TO SCALE `9 ENT 9 - 'C C .3�e. 0 . TO O IC 4 iX EYE a _ s 4 M `T �I GO EST Z SEE AD TAB ON E GEE ME LL DOM. PROJECT ND:14.003 INNsP34 SHEET NO: 37 OF 37 DATE: 12/01/14 i CrD E U OB CEO) F O d L'S1 Q d c.i B—q Q ti Q � U z z w w BE DOM. PROJECT ND:14.003 INNsP34 SHEET NO: 37 OF 37 DATE: 12/01/14 CODE OF DEVELOPMENT LANDSCAPE STANDARDS FOR RESIDENTIAL YARDS RESIOENTIALYARDS LANDSCAPING IN RESIDENTIAL GUARDS SHOULD BE CHOSEN FROM ALBEMARLE COUNTY RECOMMENDED SPECIES LIST. LANDSCAPING EFFORTS SHOULD CONCENTRATE PLANTING EFFORTS ADJACENT TO THE HOUSE, ESPECIALLY NEAR THE ENTRY. FOR MAXIMUM APPEAL, THE ACS 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 RESIDEWIAL 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 BETWEEN 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 RESIDENTULL LOTS LOTWIDTH DECI DIOUS TREES EVERGREEN TREE SHRUBS 60 ' -SO 2 1 30 Sol 59 2 1 1 20 40' -49' 1 1 1 15 30' -39' 1 1 0 10 <30' VARIABLE 1 0 5 MINIMUM PLANT SIZES AT TIME OF INSTALLATION FOR RESIDENTIAL LOTS NOTE: THESE MINIMUM PLANTING REQUIREMENTS INCLUDE ANY TREES PLANTED IN THE RIGHT -OF WAY IMMEDIATELY IN FRONT OF OR ADJACENT TO THE LOT CODE OF DEVELOPMENT LANDSCAPE STANDARDS FOR THE ENTRY PARK ALONG ROUTE 20 THE ENTRY PARK ALONG ROUTE 20 THE DEVELOPER SHALL RETAIN HAS MUCH OF THE EXISTING VEGETATION IMMEDIATELY ADJACENT TO ROUTE 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 SHOWN TO 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 151N CONFORMANCE WITH OPTION B, A PLAN SHOWN TO THE COUNTY'S ARB ON MAY 17, 2004. � SIZE D_ECIDIOUS 2- INCHCALIPER _ _ EVER6REEN 6HEIGHT 13 3GALLONCONTAINER NOTE: THESE MINIMUM PLANTING REQUIREMENTS INCLUDE ANY TREES PLANTED IN THE RIGHT -OF WAY IMMEDIATELY IN FRONT OF OR ADJACENT TO THE LOT CODE OF DEVELOPMENT LANDSCAPE STANDARDS FOR THE ENTRY PARK ALONG ROUTE 20 THE ENTRY PARK ALONG ROUTE 20 THE DEVELOPER SHALL RETAIN HAS MUCH OF THE EXISTING VEGETATION IMMEDIATELY ADJACENT TO ROUTE 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 SHOWN TO 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 151N CONFORMANCE WITH OPTION B, A PLAN SHOWN TO THE COUNTY'S ARB ON MAY 17, 2004. � Seedn9 PdVhp Plmfrg Spec'dcatim sty Cow Toornliloba Rtuntllerm parenum 29 25 "Cal per ING 13 15 27 P 192 77 aLrd 77N. nirsum r n - IT L tlndmntulgk2 Tlptme or TUlp Poplar - NNLHI. 25 "Cal per 12 ABR Be r4kv+9ne+NCn r sySyAiag.pF Me yea BOR rakadm- oenm2_rsme>�en3 Nnarrte_'Yav,aMe9nri/y� ' '� LEFOI (,' AND IPHTP PLA.1TIA( _SPECIFIC,MON \SP26 /Do I 1 a s1A,H _.. 'NUMBER OF SHRUBS E TREES RJBQUIH DO VARY, BASED ON LOT WIUTIT AND UTILITY EASEMENT RESTRICTION5 (EE PLANTING REQUIREMENTS FROM C.Q.U. ON T115 GI TYPICAL BU FOOTPEUNT PLANTING NOTE: MIX CONSISTING OF NATIVE CONIFERS AND HARDWOODS PLANTED AT SEEDLINGS14005F. (20'X20' SPACING) THROUGHOUT DISTURBED SLOPES WITHIN CONSERVATION AREAS. SEE PLAN FOR MORE DETAILS. EVERGREEN TREE' Garage LOT LINE MULCHED - DEGDUOL'5 TREE' PLANTING BED PLANTED WITH jLeo RB T y DECIDUOUS TREe —) �, Dr neway I 5 Ccmcrere 51d walk1 PI t 85IK 6 urbC tt r P bhc .LAN CG 5 T 2 �JHEI6AL LOT_PIAVrINUS SP& "re TO aN c LANDSCAPE STANDARDS (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 DEVELOPMENTPLAN: CONSERVATIONAREAS IN HIGH VISIBILITY AREAS (ESPECIALLY ADJACENT TO THE ROADS OR LOT LINES), STEEP SLOPES THAT WILL BE DISTURBED WILL BE PL NTEO WITH NATIVE TREES AT 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 CONSERVATION AREA DISTURBED 109,0005E PLANTINGS REQUIRED 2737REES REQUIRED 0) TREEPER 41 109,000140 2ZF50 STREET TREE CALCULATIONS Total Linear Feet of Planting Strip = 5,638" Street Trees Required: 5,638150'= 112.76 Trees Required Street Trees Provided :123 —T VaTC? GA C}" '`1 Result: 123> 113. No additional street trees are required. CE `CNe T\ ceaccIi 5rictAor Note: 30' has been subtracted in all directions of each intersection from total length of planting strips per VDOT Design Standards which prohibit trees in these areas. TREE CANOPY CALCULATIONS TABLE LARGE DECIDUOUS TREES (50' -70') (Shade and /ar Street) Name I Pty LANDSCAPE PLAN LEGEND AND GENERAL NOTES THE LANDSCAPING ON SHEETS SP26 - SP30 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 ORDERING PURPOSES, PLANT QUANTITIES ARE FOUND ON SHEET SP29. 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. STREET TREE LOWER LIMBS MUST BE MAINTAINED TO ALLOW A T' MINIMUM CLEARANCE AT ALL TIMES. LANDSCAPE PLAN LEGEND: // RO'T� SHADE TREES: TYP. 0000 SHRUBS; TYP. ( ll sI C EXISTING VEGETATION TO REMAIN Y. � ORNAMENTAL TREES TYP. �kt� EVERGREENS; TYP. ID CONSERVATION AREA FOR ALL 31 SLOPES OUTSIDE CONSERVATION AREAS AND ARE NOT PLANTED THE FOLLOWING SEED MIX FROM ERNST CONSERVATION SEEDS (000 -873 -3321) SHALL BE USED. THE SEED MIXTURES) SHOULD BE APPLIED IN A HYDRE SEEDED MANNER. 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 9181 (WITH RYEGRASS). ON ALL OTHER PARTIALLY SHADED SLOPES USE MIXTURE #140. CONTRACTOR TO FOLLOWING ERNST SEEDING RATE RECOMMENDATIONS. T=O ITS Ustudarricartur sty Cow Toornliloba Rtuntllerm parenum 29 25 "Cal per 12 13 15 27 0.60 192 20' IT L tlndmntulgk2 Tlptme or TUlp Poplar - 3 25 "Cal per 12 ABR Be W 0.60 222 30] PO PIaY us x acenda 8 cw Lntl PlenMree Slocdgood) 27 25 Ca Per t5 0.000 16 325 076 242 479 PRO Plateaus a acenfop B Gee - London Mancini Flootlgoctl) -- ] 3E' Caliper 11 Hephl 18 285 R75 2165 deer ON Guemus coccmea (Fares Oak - -- 31 25 Caliper 11 Equation: 20 31 0,70 21.7 370 2S Zelkwa books Nreen Vase" - -- "Green Marc ZelWRN - -- 27 OR Caliper 12 Bonus Factor 20 32 OBe 2112 350 Equation'. ORNAMENTAL TREES (20' -40) - Reserved Area X Bonus Factor =Total NYX"3 re C. BALANCE: - :a A .. aa mlsFi Tree Canopy Required (At): AA Amolaneber x gmntlflom 8 TOY Balance RObn HI1) Tree Canopy Preservetl (B): 11 I67Mcludi ] - 7.589(CULMATIVE) 13 195 066 1287 130 CC Cerois Arradensls 8 cw. Eastern Redbutl(Alba Forest Pansy Oklai WM1ne, Texas WIRM) 7 (6 7) 6 l 10 16 I 0]4 1164 I 110 MG Magnolia gantl Aom B ms Southern Magi (Edith Forme, Arcane, Dane Gem) 23 ZG) 6 10 16 0 6C.. 96 12 ''.SMALL ORNAMENTAL TREES (10' -20) -- . MV Meanie stainana _.. SweaL Bay. makmads 1 115_II70) 1 7 10 -I. 17 1 075 j BROADLEAVED EVERGREENS Screenm AND ORNAMENTAL CONIFERS ( (200-70) Gyroomemajapornica Acis Crypt na (Black Dmg Yshno Ben Fmnkln) 112 (6EJ 6 20 26 05V 13 133 tax A attenuate F ten Faster Holly - 72 (6R) 6 10 16 031 1 W 19 per oradefeale 6 Qvo Eastern Abomme (Emearrady Nga Tec6ny) 14 ABR 6 10 16 0,25 4 13 BROADLEAVED EVERGREEN/ SEMI-EVERGREEN SHRUBS (Screening) (T-15) Preservation Credit : 0,000 25]8,01 '., Agent Approved Cretlit: 0.000 OPTIDN: ABET (4X4 OR 3X4) CAN BE NOTE: FENDING TO BE CENTEP.ED ON Basis for Canopy' � apB9 Equation: - II 1s, IIn plus Presented Nee) = Basis for Canopy Botameal Name COmmm Name_ _ an, Hephl F)"trpl fOYears 16Y,,m He ght 10 Years Weao!C F 5ff! 'IDANE5 FOR FRACT LAYOUT SPACE 'YAK 5 AS SPECIFIED IN PLANT UST ORA5 SHOWN, ADJUST 5PACING AS NECP55ARY OR A5 DIRECTED BY LANDSCAPE ARCH IECT MULCH 3" DEEP Mn1EDIATELYAPTER FLAVTING AND WATER \ THOROUGHLY - PI- HUNG PIT. y PR.`PARED 5011, FOR 5HRU55 \ ROUGHENED To BIND NEW SOIL 5 TREE CANOPY CALCULATIONS A. REQUIRED: Acres �tJ SRe Acreage'. 28R30 (NOT INCLUDING PREVIOUS DEVELOPMENT) Equation: Farmland Credit 0.000 ree 0cenocy Recreational Credit: 0.000 50 _... Open Space Credit: 8.303 (Entry Park A 8 B, Open Space A) 5961 09 Public Land Credit : 0,000 32670 (0]S AC) +110]60 a 143,430 SF School Recreational Areas Credit 0,000 591495 Open Space Arromy Credit 0000 to m Preservation Credit : 0,000 25]8,01 '., Agent Approved Cretlit: 0.000 OPTIDN: ABET (4X4 OR 3X4) CAN BE NOTE: FENDING TO BE CENTEP.ED ON Basis for Canopy' 20.327 71,905.5 Equation: - CONTAINS) FIDE OWNER'S REQUEST. ARCHITECT, Stle Acreage- Credits (Open Space plus Presented Nee) = Basis for Canopy Al. Basisfor Canopy 20327 BED PREPARATION, Min. Tree Canopy Requirement: 20% M orpalm (see Section 32].9 9.6) 4,96,5.0 POST WITH DRYING CEMENT (OR Total'. 4.065 AS (177,089 SF) DEAL 79 Equation: THOROUGHLY SHOWN AT OWNERS T. OWNER'S Bass for Canopy X Minimum Tree Canopy Requirement for protect Total BE PROVIDED: Acres notes 40 Presented Area: 0606 (25,600 SF) - 1 X 6 X I G ROUGH SAWN TREATED EDUCE Bonus Factor 125 16,424 8 Total: 0.750 AC (3$6]0 SF) In RAILS. OVERLAP JOINTS. Equation'. - 11 H G ROUGH SAWN TREATED "COVER" FBJCE do Reserved Area X Bonus Factor =Total NYX"3 re C. BALANCE: Acres :a A .. aa mlsFi Tree Canopy Required (At): 4.065 ET �j'1 5ECURE P05T AMIN.OF3 "IN GROUND SECURE Tree Canopy Preservetl (B): 0]50+ 10 904 (PREVIOUS APPROVED PHASE) 35E25 10 Additional Canopy Required, - 7.589(CULMATIVE) D rtF M nGae - Note: 1518 (3g) SECTION �F 3 44' I OODE4 IANCL' tP2_ 5ET TRUNK PLUMB 5EE- PLAN5 FOR EAACT LAYOUT A \D 5PACING. TREE TES, SEE CHEFS— SFr 5HFUB FLUME TOP OF � mName An If Additional Canopy Required Is negative then NO additional free canopy Is required. �tJ If Additional Canopy Required Is positive then additional tree canopy Is required. x Y r Equation: aaa (wT o Tree Canopy Required- Tree Canopy Preservetl= Additional Canopy Required (if Needed) ree 0cenocy Note:Calculat determined in the Tree Canopy Calculations Table (see this Sheet Far details) ons }I¢x Arvz LB 50 _... . Ad 3(OFF 2155]57 Tree Canopy Presoaked Tree Canopy Added l Werall Site= Total Tree Canopy On Site 5961 09 10 ago 32670 (0]S AC) +110]60 a 143,430 SF 52900 31]025 591495 143,43011247123 = 11.50% +39.52 %(PHASE I) =51.02 %COMBINED I 16 64 to m 12930 81 Open Space and Preserved Area are one in me same for this project. 25]8,01 '., For Street Tree Calculations see this Sheet Far Fetails. 1145911 OPTIDN: ABET (4X4 OR 3X4) CAN BE NOTE: FENDING TO BE CENTEP.ED ON £4591' ADDED BID EEN FORT AND FENCE COLUMN. FENCING TO BE EITHERSTAINED 71,905.5 SOARD5 IF ANIMATE ARE BEING OR FAINTED FIAT BLACK PER LAND5CAPE - CONTAINS) FIDE OWNER'S REQUEST. ARCHITECT, a- Dec.; TYP. 143027 APPLY 3 "Or MULCH AFTER BED PREPARATION, UPS 95 1664, - "WASHON TOE .SET M orpalm F0GXGPOST: F05T A MIN, OF 3' IN GROUND. SECURE 4,96,5.0 POST WITH DRYING CEMENT (OR cars car wen EQUAL HALF ORE X 4 POST G" HALF-ROUND DEAL 79 PLAN CAN SUCATUTED CAN BE BE FOR FOR THE 4H6 POST THOROUGHLY SHOWN AT OWNERS T. OWNER'S °Y .. 1 Iran, -.. .2,041.9: BLACK FENCE COLOR: BLACK FE notes 40 n - -- 1390.48 - 1 X 6 X I G ROUGH SAWN TREATED EDUCE 175 XT _ BOARD; SECURE TO `05T WITH (2) Gd GALV. 16,424 8 TWIO SCR ACE, TYP.; 7" 5PACING BETWEEN Mf) In RAILS. OVERLAP JOINTS. (YJ - 11 H G ROUGH SAWN TREATED "COVER" FBJCE do BOARD; ATTACHED TO F05T W1(2) 3d GALV- `' NYX"3 re 1 WS NAILS FOR RAIL: SET FLUSH WITVI TOE OF TOW Are, OF a opy " P05 :a A .. aa mlsFi ��x/ I�ylSHeltyrtaDt _ 125 ET �j'1 5ECURE P05T AMIN.OF3 "IN GROUND SECURE 45216 462.16 �� F05T WITH QUICK DRYING CEMENT(OREQUAL) SECTION �F 3 44' I OODE4 IANCL' tP2_ 5ET TRUNK PLUMB 5EE- PLAN5 FOR EAACT LAYOUT A \D 5PACING. TREE TES, SEE CHEFS— SFr 5HFUB FLUME TOP OF � mName An .'etl1 (MacarmrJ �tJ m•... m x Y r mre chn (w.. _.. aaa (wT o a�w PAR'3 .n .oO or a area XC_gAr(eF...; AIIegM1any 'Allis ly" Richmond _.... 50 _... US 2FA 5 5 10 ago 9 ''. 64 31]025 GROUND COVER AND /OF N U U to m m v FINISHED GRADE - RBNOVERUPERTFROM PER,FENIAL RANTING BBD 4,465.6 RUBS Pr-30') TOP IT OF FOOTBALL SEE 5F!ONCAI AN, FOR \ 5FACE TAMPA AS APPLY 3 "Or MULCH AFTER BED PREPARATION, LAYOUT M orpalm Hearst Gmchow TA.Whi cars car wen rlrwaao OR AS SHOWN. ADJUST THOROUGHLY Common Nm. a °Y .. 1 Iran, 1 v v mrm,ae Am, d Canopf Tel Ame Orc nqK _ _. _... TO EVENLY FILL RTANRNG Mf) (G (YJ X, Y- T do OMT D NYX"3 re SA x Ama N OeroPY A)F hire Cloud White Cloud Cup MUly 469 1516 Gap 125 4 475 075 35E25 10 467203 ,Hameln D rtF M nGae - 162 1518 (3g) 125 3 425 100 425 -14 229701 PLANTING Pi T. SEE SPFC5 FOR EXACT REQUIREMENTS PLANTING Fograt Sumac 109 1518 US) 125 4 525 130 6a25 37 398567 10,955.2 . Grand TotaLj) 110,757.94 SECTION �F 3 44' I OODE4 IANCL' tP2_ 5ET TRUNK PLUMB 5EE- PLAN5 FOR EAACT LAYOUT A \D 5PACING. TREE TES, SEE CHEFS— SFr 5HFUB FLUME TOP OF o E E £ £ a n I -112" 50, OAK STAKES FOOTBALL 511ALL NOT BE MORE a N 5ET I80 DEGREES APART TI IAN I" ABOVE FINISHED GRADE O' a N T T] L L j r r%1 M GROUND COVER AND /OF N U U to m m v FINISHED GRADE - RBNOVERUPERTFROM PER,FENIAL RANTING BBD TOP IT OF FOOTBALL SEE 5F!ONCAI AN, FOR \ 5FACE TAMPA AS APPLY 3 "Or MULCH AFTER BED PREPARATION, LAYOUT SEEP N SPECIFIED IN PLANT L15T PLAN-ING AND WATER S" TALL WATERING PLANTING 501, E 50R OR AS SHOWN. ADJUST THOROUGHLY BERM AMENDMENT5. \ SPACING AS NECESSARY TO EVENLY FILL RTANRNG 4' COMPACTED EARTH - -- - UN15HED GRADE SLOPE FLAWING BED F \ BED OR AREA. WATEFIAG BERM P051TIVE DPEANAGE 1( A t MULCH 2' DURFAFTLR PLANTING AND WATER EXISTING GROUP THOROUGHLY > � FINISH GRADE A PLANTING Pi T. SEE SPFC5 FOR EXACT REQUIREMENTS PLANTING NOTE FOR SHRUB BEDS: 5E£ PLANS FOR EXACT LAYOUT. SEE 5PEOIFIGATIONS FOR EXACT BED PREPARATION, PLAN PING PAR, AND PLANTING REAL AMENDMENT5. T3-\'3HRUI3 PLAATIVG DETAIL JSf %AF, Fro TO ri 0 o o E E £ £ a n n0IC a N O C C O' a N T T] L L j r r%1 M M N N U U to m m v v C CID Sdmea W. Edwards Cut NO 0931 V m 9 AE TO R u C TO BE BED AROUND TREE i TO BE ^ RELEASE A EDTO BACK OF cuRB � LOT LrvE AND WHEKE MtTF.2S ARE r~ �'L SIDCV✓ALK an LOCATED CLOSE - EXTEND - ti O MULCHING EQUALLY ON A 9FLANTINGSTR U ECTH 5JDES OP TREE TO ) l- B O C LK MATC,f GU TTER PAN CQ ICI' a Z �pI WATER METER MJ76_iz� PLAN: PLA NTING STRIP: M. 'Ef V N L O 6 o DE) EPP w JJ r d z D F In ~ Q u DE IT so h AND PaNTINCSOIL \ J DOM. PROJECT rK 4 T't L AMENDMENT5. o - + + + + q q + Y to T SUBGRADE - EL INDEX TITLE: FROM TOP I /30FROOT i'A BALL � TyVO TIMES BALL SP26 UNDLSTURBEJ 901E �A )MIN) � SHEET NO: 28 OF 38 r (4- )(ROC VDCOG PTR PLAVTLts6' DETAILS , TTEEF PP_I \T7 \8 DFT1171 �P aqr Tq ectM — ' F DATE 12�01�14 l AE TO R u C TO BE BED AROUND TREE i TO BE ^ RELEASE A EDTO BACK OF cuRB � LOT LrvE AND WHEKE MtTF.2S ARE r~ �'L SIDCV✓ALK an LOCATED CLOSE - EXTEND - ti O MULCHING EQUALLY ON A 9FLANTINGSTR U ECTH 5JDES OP TREE TO ) l- B O C LK MATC,f GU TTER PAN CQ ICI' a Z �pI WATER METER MJ76_iz� PLAN: PLA NTING STRIP: M. 'Ef V N L O 6 o DE) EPP w JJ r d z D F In ~ Q u DE IT so h AND PaNTINCSOIL \ J DOM. PROJECT rK 4 T't L AMENDMENT5. o - + + + + q q + Y to T SUBGRADE - EL INDEX TITLE: FROM TOP I /30FROOT i'A BALL � TyVO TIMES BALL SP26 UNDLSTURBEJ 901E �A )MIN) � SHEET NO: 28 OF 38 r (4- )(ROC VDCOG PTR PLAVTLts6' DETAILS , TTEEF PP_I \T7 \8 DFT1171 �P aqr Tq ectM — ' F DATE 12�01�14 l u C TO BE BED AROUND TREE i TO BE ^ RELEASE A EDTO BACK OF cuRB � LOT LrvE AND WHEKE MtTF.2S ARE r~ �'L SIDCV✓ALK an LOCATED CLOSE - EXTEND - ti O MULCHING EQUALLY ON A 9FLANTINGSTR U ECTH 5JDES OP TREE TO ) l- B O C LK MATC,f GU TTER PAN CQ ICI' a Z �pI WATER METER MJ76_iz� PLAN: PLA NTING STRIP: M. 'Ef V N L O 6 o DE) EPP w JJ r d z D F In ~ Q u DE IT so h AND PaNTINCSOIL \ J DOM. PROJECT rK 4 T't L AMENDMENT5. o - + + + + q q + Y to T SUBGRADE - EL INDEX TITLE: FROM TOP I /30FROOT i'A BALL � TyVO TIMES BALL SP26 UNDLSTURBEJ 901E �A )MIN) � SHEET NO: 28 OF 38 r (4- )(ROC VDCOG PTR PLAVTLts6' DETAILS , TTEEF PP_I \T7 \8 DFT1171 �P aqr Tq ectM — ' F DATE 12�01�14 l 1 i ml i N I __ lOT2p6 LOT 211 " —LOT 212 N 1 LOT 2D] LOT 2(18 LOT 21b �+'"' W&C LOT 2 02 LOT 201 LOT 209 lOT 198 LOT 186 LOT 19] LOT 1 T 196 WIT 194 LOT 193 LOT 192 Ladd �'_ - _— LOT 213 / LOT214/' s ' LOT 1911 LOT 190 LOT 181 LOT 1WI L01 87 69 1 I LOY f\ \ 1 .. _ __ 'H __ - - _' 1 <! y LOT irB '.' _— -� •�� 10 _. LOT162 /� / /`'/ l " LOT 1]9 LOT 166 COT 174 126 : LOr T]6 �LOTIrI — • j \'` — — — d; 124 LOUD / & 6V _ _ - — -- , AN DELPHIt FW ANE A 1 �'�. erPU9tc ww OCS 6k w Tmifvnd _„-- _ czcas [o. �I Ex'sl llosaA rPfi- 1 v� 21 VR\ 4,+ LOT 266 LOT 266 — . _ - _ � � -. � • �._.__ 1. ., ' � \ � •.v. I — off! I �I 1. Po Storm�nl�R eg , ' �RR��L��OWWOAANT6 >SEll LOW"WENANCEGROLND SLOPESGREAiERiHANg2 E pUP1'f031 +. I FK. PLAncNeE pMaine OOVERTOBPLACEDONALLPROPOSED hELOGAT 1 \Lj\ O77A61250 HOWN 4I 9EE3NEEf5P2fi.FOROETNLS ( .,,1 1P55HOwN A 1 Pond2 EgapP9.GWM Faculty 4 P01 ea'ce I e - ni i< /�.•z =' Q�f �s.a.� /A°f. a»'y. ,bh 'r�'111 r-._ - ., y !� S. EDP r a _ -- -SOH OH FIT KEY PLAN / �. v7ffN WcaF Ea (Tm) LOT 264 LOT253 u2 wvA. rf✓ Y2 !G '- -." - - SCALD 1 30 —1 - — - k -x t D bl TIIbY lip \ i i ] LOTP21 / f \, 11 afinent \�; T I 'I l A 1 J C v 9 / J c p� 0 0 // e� _ '. � ♦ I 9 �� � I � 2 � d m O O `V n, ♦ ( J / yQT LOT 2za 5�` ,II }� I� II 0 > > V '� Ili �ql GPPa� �I {I�11 �g Ad M00 y/ .. \.�' I I�I`.�,. \ N�o °�b-(� �� LOr 21a — I I' i I 1 L CM Za y 'yl •jq I ii 11/ 1 \ I E v i str 59 Wi !H1D OF �Ad U j9 /:t Ct9 9aven W. Filuzrds f / f sign (Ir.) Napgyl 54 i7W �/ v m� /, ♦�O� ,/ Gm� m0 4r od Fmmetl - - \A F, A4 µb G 3 ' , I Shea s / y p Eosm+nnl (J r � LOT 164 3 AA S�,y ➢e � �• L � 1 � � � , $ fi'I F Brick ence I I 11 % y v 9 1 \ I W V o 'may. ^, _.. / �/ xi ��9 �A Pte'\ �v ATE V A v a XC an XY l ¢p 1�- 6$5 µtiter _ y r f LOT26D�./ / > m \\ LOT ZSt \ _ / / 2b tamipate Management a alE 2y ryC ppro . c non OB 6 P6 623 7 Of CI $ii iiil 1See Dec f0 32 3S \ I. / LT J �AA �' — Ch Pa! anent Ordn. Eowalent M 2438 PG. 623 n� 1 LA rt ffi/ v 1 ENTRY PARK (D 1 ( % NOTE m I i LOW AWN1E�LgNCEGROUND E ((,. q COVER TO BE PLATED ON ALL PROPOSED a( \ L SLOPIESSREATERTMNNCREOUN.TOS:1' .' SEE SNE5f BP28 FOR DETAILS 1 , VR 2 F P3tJyTEO / I )MNATIVE RSPEOIERB a T f y '---+: �''TZ _� ;j OOM, PRO.IEGTNO.1¢,003 1 / INOIXTITLE \ I SHEET NO: 90 of 08 In Rip a mnN v� ��'`�� ��. -� - - -- ��' � l I I DATE: La /OL/la KEY PLAN If I J I it - 7 ! ' AST SP 29 �Hl�`�P�2�1 I' tlll'i� Iil;. r 1 t 1 Tf f 11 m I 1 ` \ I i LoT 2o6 '. 11- LoT ZOT LOT 208 = LOT 2o9 LOT zio �. m ' - 1 _ COT r I ! I � z. I ! ".1 zB r \ v \ \ \ LOrl16ri, \ \ \ ,� _ _� % l 03fifij1 -V L,' LOT 57 LOT 55 ' EXS�IN6mEES0N IST 5 ftsfp - 11. %�1 1 � .� 1 -AM O ARP XSU31R 1 Aid t 1 ` LOT 185 LOd197LOTJ�� �r:eBdouous V1RC7N YREES .. / Oh (�, ✓uA _ 1 / ! _THESE 2 11� s1 aaoumD it 1 11 g( 1 v I J I I i I i A \ vL \ �, LOT 169 / A LOT IM i - LOT R1 LOT 1T2 1 - LOT 173 LOT 1]J - L4 176 - LOT R$� A. A, r i A LOT Li60 V i ti v V L rXV�La�NTS is me t cc (t � ! / � I,. • A \ �� \V 1� i I � M + _ _ AO R6V TIE MEW _ L _ i 1 ENTRY PARK B OOVERTIENMIGEORNAL II A 009ERTO EATER HMOR LPROFD9E0 ' y/y \ SLDPESOREATERDROETM EOl1p1 T031 1 i s�lv . X � X !— A , � 1 .� A A A\ \ � 9EE6HEETSRI6 F9RBETNL6 NEI I 1 1 , T Pond �! �vA�' t Existing SIAM PgcIDty lil hi II If ev i I i / ! ( ' \ f \�. '` A (�a*:VAa \�,\'�V - L� d-, t - Proposed -\ ILL > o F L I y I A, OHT OHT -- OHT I PI I A i A t A -IDH aHT — E 5I EW_ i� v 1q OHT OH-1 -- v4A4lspLu9 > PO OAll �--- "� s y xi Double Yell w VT NY _ i iP E- $M1Opldtlf LOT 2W F LOT 195 1OT194 i i LI I 7' 'fl / iff v @ o E E J n U v CL 1 C O � o d M w w 05 d. C C t0 q 9 U W c j � d N SlovenW.Rdl Ceti Nou W31 OHL w �K G r 1 I V O TU ° a z r a { tr s Q �v U z j DOM. PROJECT Ill 4,1003f �-�- �- IND�ITP.28 SHEET NO: 90 of 96 30 0 30 60 90 SCALE 1 " = 30' DATE: 12/01/14 LOi 292 LOT 201 LOT 200 LOT 199 longs Eueamenf ` LOT 185 LOd197LOTJ�� �r:eBdouous V1RC7N YREES .. / Oh (�, ✓uA _ 1 / ! _THESE 2 11� s1 aaoumD it 1 11 g( 1 v I J I I i I i A \ vL \ �, LOT 169 / A LOT IM i - LOT R1 LOT 1T2 1 - LOT 173 LOT 1]J - L4 176 - LOT R$� A. A, r i A LOT Li60 V i ti v V L rXV�La�NTS is me t cc (t � ! / � I,. • A \ �� \V 1� i I � M + _ _ AO R6V TIE MEW _ L _ i 1 ENTRY PARK B OOVERTIENMIGEORNAL II A 009ERTO EATER HMOR LPROFD9E0 ' y/y \ SLDPESOREATERDROETM EOl1p1 T031 1 i s�lv . X � X !— A , � 1 .� A A A\ \ � 9EE6HEETSRI6 F9RBETNL6 NEI I 1 1 , T Pond �! �vA�' t Existing SIAM PgcIDty lil hi II If ev i I i / ! ( ' \ f \�. '` A (�a*:VAa \�,\'�V - L� d-, t - Proposed -\ ILL > o F L I y I A, OHT OHT -- OHT I PI I A i A t A -IDH aHT — E 5I EW_ i� v 1q OHT OH-1 -- v4A4lspLu9 > PO OAll �--- "� s y xi Double Yell w VT NY _ i iP E- $M1Opldtlf LOT 2W F LOT 195 1OT194 i i LI I 7' 'fl / iff v @ o E E J n U v CL 1 C O � o d M w w 05 d. C C t0 q 9 U W c j � d N SlovenW.Rdl Ceti Nou W31 OHL w �K G r 1 I V O TU ° a z r a { tr s Q �v U z j DOM. PROJECT Ill 4,1003f �-�- �- IND�ITP.28 SHEET NO: 90 of 96 30 0 30 60 90 SCALE 1 " = 30' DATE: 12/01/14 �r:eBdouous V1RC7N YREES .. / Oh (�, ✓uA _ 1 / ! _THESE 2 11� s1 aaoumD it 1 11 g( 1 v I J I I i I i A \ vL \ �, LOT 169 / A LOT IM i - LOT R1 LOT 1T2 1 - LOT 173 LOT 1]J - L4 176 - LOT R$� A. A, r i A LOT Li60 V i ti v V L rXV�La�NTS is me t cc (t � ! / � I,. • A \ �� \V 1� i I � M + _ _ AO R6V TIE MEW _ L _ i 1 ENTRY PARK B OOVERTIENMIGEORNAL II A 009ERTO EATER HMOR LPROFD9E0 ' y/y \ SLDPESOREATERDROETM EOl1p1 T031 1 i s�lv . X � X !— A , � 1 .� A A A\ \ � 9EE6HEETSRI6 F9RBETNL6 NEI I 1 1 , T Pond �! �vA�' t Existing SIAM PgcIDty lil hi II If ev i I i / ! ( ' \ f \�. '` A (�a*:VAa \�,\'�V - L� d-, t - Proposed -\ ILL > o F L I y I A, OHT OHT -- OHT I PI I A i A t A -IDH aHT — E 5I EW_ i� v 1q OHT OH-1 -- v4A4lspLu9 > PO OAll �--- "� s y xi Double Yell w VT NY _ i iP E- $M1Opldtlf LOT 2W F LOT 195 1OT194 i i LI I 7' 'fl / iff v @ o E E J n U v CL 1 C O � o d M w w 05 d. C C t0 q 9 U W c j � d N SlovenW.Rdl Ceti Nou W31 OHL w �K G r 1 I V O TU ° a z r a { tr s Q �v U z j DOM. PROJECT Ill 4,1003f �-�- �- IND�ITP.28 SHEET NO: 90 of 96 30 0 30 60 90 SCALE 1 " = 30' DATE: 12/01/14 SlovenW.Rdl Ceti Nou W31 OHL w �K G r 1 I V O TU ° a z r a { tr s Q �v U z j DOM. PROJECT Ill 4,1003f �-�- �- IND�ITP.28 SHEET NO: 90 of 96 30 0 30 60 90 SCALE 1 " = 30' DATE: 12/01/14 DOM. PROJECT Ill 4,1003f �-�- �- IND�ITP.28 SHEET NO: 90 of 96 30 0 30 60 90 SCALE 1 " = 30' DATE: 12/01/14 30 0 30 50 90 i � \ .SCALE: = 30 f A o O ` -ANT LIST II� ^•, ♦, \ , ' teal SolenlifleNtane rm N me BJannly oauoa< rY em Spread Roet Cartirrmte p t � f AA Amoomill, Olam,a AJ 91apce obterom Bra $rvcelevry fl 16 5)51 T B$& of MAELFInk 13 5 voolosa J rvf laawang , U - ` - -- V & _ PM A u N o A wg. 6m VA 12 2r3 B&B S ¢ p -� Y e '! b e ' AQ Aor i VY Y O p (arn Mm'+ Os Z&B Rod SRabNVuAK h B boom oblumool Yreatl AS a u Rod Sm,t Red 5,mvi MaP6 1s 2&5 ME AlaqH 11A ) b le Jh J Carom baradonom Robarn Foldboo 17 151136" le Rowcott 6 Hm X b,amh e boom a12 rMA,md Iep FG Po .e by d FArtNn G. if bass I6a 5 Demetom ho,dywor, 1 D h 9ffiOC .� r A be, eYe l Fm,( F b 2 bm 12 B B B&a F .. mgmw4,rrrnskfmo a"BW od"A'form JN J nm' eFla WmF jamoo 82 B G w [,am ImAht 1 b nm 36 `b t L S LomOmmlar0yrmflpa Po rcA1 a Fa M b Smoot &M 2Y 25a" OAS BI gh 4 k b h broom 3 6 tlh5 tl ioll LT 4 ref I la r rw 256 Me e b o- n ab a 6 JFa o f f / �' , % IK NLFIenE PY YM gautl mbit eo tl ttl4w 465 2 t fl Y I b hme 3M 4 —ti M3 NN9np(3 9 tldb l•111 G Y Id•4 M 2? _ 6 6 88& F 0 tl (I h 9 gha9hE PY I farm ( -� `V A I x \, 11 M1N Mo9s04 wrtat,, AU41,1, A 1 t, ,y ^moo 78 B&Wlant !b nr6 f36 earned p hog W L F T ar 3512 841 ph tuMp U9M amna a dMaa PA PoW Irs [ H & Smd I. R i a59 MB 1 gh inlik.b G1tY Fg91 S fB IUb h aE ` y l i '�_. �-" %� NI _ ON Ceftmm AarvtOov 31 213 giB Mrallo,,nkmrwbohoSbdn6O3 k Ohostl _ 1616° sG m 1. R4 Fh a R 3 bW G bw F $ 1118 , - F R4 rh'tl b Rp vmG ilorvm JL V Jlb @otle✓ontlmn 36 1616' AG 0. 11 "a N' Wv f b h 23GG e , +'- �' - \ -__ mA R eo Tm Em Itl AM fo fi0 e8B F go tl "Wer T nutl 1� r ti 4a, VR Vb h, b ,a Ym Alkgln l All Ylru 151 0 1Vb to 6D 34 FU ! I ry Y b Worm b M1 l °MGG ZS Zoelbla IMa Geen Vaae G1101 nchnA bepMa at babweJ lreeJ ~~ ` � ` 'a ce L QYPlome I P Y h Y Iun J G 112 6 B AB. 0 J b p Y bl eZelMVe ZF )6B eSB *alpRl: tla bow / NOTE: DOW PLWf TUbESGIINING TIEWNIER MOMS.- / •6 ` \ \ ` \ \\ „� -` \. \ �� %Oar -' ND 1� n �., ot •V vi s v \ F�1 y�vy .V -v.,\ \.� 9wriiw+NOa ouuio. �.. 1 \, \ l L , \ \ — 3 J' — y 1 l •, \ \ 1 \ 1 �\ \ L 1 \ SEE a EersF21FOR Ull LL /f G,' 1F rl v •'l �•�� '1 v \. (\ 'ti. - .i A rr r a�,�z ;/ /� - v A A, LOT 157 !\ town ,1 11 , 1 1 \ •�'m. \ 1\ r f \ `- .��..: �"tii /'.- rte` bf 1 I v •`v A A 1A� ; I� �� \. v' A,. 1v v' `� - s,,e- s*e"'� i „r Z' Sao o �� d za , I III ! • , \ °/ / �x\ Ne'\ \ • ?p Z , i _ r .. I I 1 ts1 �1 a t lI v�`� LOT liI �I1111� 1 I �' — �v,� 1I�II! � � �- � ^� 'l r 1! ' Laiiaxcpv I (7�0 ! ( 1 J i I ! § n� I III `}� mr .% q I I I I 1 I I i I — /' � ' � \ I'j 11 1 111 i I i Ili I i1 ,+� 1 I , 1 ~ sd � �� l h •,' \`�F \0 �` �` + L lmm� . \ \.. / /J ,\ r I II I �i,I II (J 11 1I I j I F'I 1 1 11fII /, I I ( I I 1 I 14'1` 1 `� LoTisz •� ! 1 l ���:� s- a APPROVED ".7 1 1`\ � 1 1 A, A LOT 158 LdYI165 LOT 164 LOT 1513 j\ � iETdtACELWEi \ N 51 PLBLIORIN / Im w1 1 `- LOTZ42 �\ LOT 243 LOT 2M - LOT 215 ; \ 1 L LoT tai iorzm., Lor 2se: LoT:zae SzaWep Mailbox { l I ,7 _ _ / 0EUBHI Om NNW F VAA\ / �� �I \/ IILOT 164 \�, "'�� ... f i -- o h OT 186 3 \ - -- _� _ �_ v_L �II ��IIiI�� A �_� �• I 1 fi �T� 1` \ (h 1 II. jl LJQT 5. LarmT gar we. ' � I ktTB i KEY PLAN, �� -1 n it 5 � tll �II:I I � I _£ T J � �I1 AI liffh. i ,� I or I LOT 209 ()m ^ ,C O ^E a fq� a IM m m� d d 9`m n ot n v v W a � iETdtACELWEi \ N 51 PLBLIORIN / Im w1 1 `- LOTZ42 �\ LOT 243 LOT 2M - LOT 215 ; \ 1 L LoT tai iorzm., Lor 2se: LoT:zae SzaWep Mailbox { l I ,7 _ _ / 0EUBHI Om NNW F VAA\ / �� �I \/ IILOT 164 \�, "'�� ... f i -- o h OT 186 3 \ - -- _� _ �_ v_L �II ��IIiI�� A �_� �• I 1 fi �T� 1` \ (h 1 II. jl LJQT 5. LarmT gar we. ' � I ktTB i KEY PLAN, �� -1 n it 5 � tll �II:I I � I _£ T J � �I1 AI liffh. i ,� I or I LOT 209 ()m ^ ,C O ^E a fq� a IM m m� d d 9`m n ot n v v W a L LoT tai iorzm., Lor 2se: LoT:zae SzaWep Mailbox { l I ,7 _ _ / 0EUBHI Om NNW F VAA\ / �� �I \/ IILOT 164 \�, "'�� ... f i -- o h OT 186 3 \ - -- _� _ �_ v_L �II ��IIiI�� A �_� �• I 1 fi �T� 1` \ (h 1 II. jl LJQT 5. LarmT gar we. ' � I ktTB i KEY PLAN, �� -1 n it 5 � tll �II:I I � I _£ T J � �I1 AI liffh. i ,� I or I LOT 209 ()m ^ ,C O ^E a fq� a IM m m� d d 9`m n ot n v v W a Storm W.Edwords '. CeRNo. pIBl Vi F r04 Z AWci l m� � a t \ 1 1 CJ ` LOT LOT 236 Lor LOT 233 ` 232 1 .� z¢ U it Q 6 1 W Q' C. 2 LOT 210 LOT 211 — \,. DOM. PeOJECTN SP29 - I� J I SHEET NO 31 of 33 / ���.�� .DATE, 12/03/14 \ 1 1 CJ ` LOT LOT 236 Lor LOT 233 ` 232 1 .� z¢ U it Q 6 1 W Q' C. 2 LOT 210 LOT 211 — \,. DOM. PeOJECTN SP29 - I� J I SHEET NO 31 of 33 / ���.�� .DATE, 12/03/14 \n i l � � / ICJ / � l � �( RRR " _s� a � / / '��'C \.. \ ♦ _ �j / k� �� ' � `NIA / P \Y ♦e f \ NEI GHTRHOO ORNPMENi ALE OFORSEII ATOWNER3 p? � APPROVED I y� =, . 1N ail( DISCREIIINVANg13CON61PEREP -- SHT SP 29 TOT LOT 1 j IsAPPR04AP Roc6ss oPnPNaL w P,9DL ( - P I' IC APE,FtOYED It as- v a LOT 755 Lm 154 LOT 15e t �' _ _ % LOT 156 ��� t V LOri52 L0T 951 LO7 L0i 149 LOT 146 14 LOT 157 \ "�...�.. •�. . ., / �.. / - -4-AO —1-AO _ 1 + LET 242 LOT RIP LOT 244 t \ 1 � Lorz3P � L0T 24f LOT 24Q LOT239 L0T 238 Lm23T LQT236 - LOT235 Lm 234 LDT 233 OT '' Lm 231 _ u p, Sign (f(f I \ i. i I i uvueLrorRrN Y I =�tli i z ro / 1 = 1 _ / \ 1 A LOI Lm212 1 L0T202 Lm208 r L0T209 _ -/ LOT 210 j ' r _ _ "� I. f. _ -- LOT M2 1 LOT 201 I LOT 200 T'6 Tr�6�,-JC L0T 198 L0T 197 �—f`tv 1 � r Air ,} LOT 242 LOT 248 r _ r 221 PO \ a 0 LW 1,I L0TY94� tOr 193 wrist- �—f`tv 1 � r Air ,} LOT 242 LOT 248 r _ r 221 LOT IT "COT Tsn LOT1 \ � d ' IAT 252 / Z49 LpT260 LOT 261 / I !1 \ \ PO \ a 0 ' 0 0 0 m a > > mo M N � 4- 16 LOT213 LOT LOT IT "COT Tsn LOT1 \ � d ' IAT 252 / Z49 LpT260 LOT 261 / I !1 \ \ a ul Tli Lie V A`� V CM Na.0991 � \ Zi "-VGA I / �40TE ♦ \ �J � � \�NY \. \. L10W NJNNTENaNCE GROYNO\ ♦ A V - CLyERTO ee PIBCEON ALL PROp06E0` A, \SLOAESGREAIERTHANOREOPALt031 Tsi I�L0T22s Uj F CD Ell Yr�. w1 i °.i✓� � �'Y� � \,�� `R ,` '. LDr ua � � e\—'3 oN ♦,` saw" `( "'k qp8p� _j,� ' I� { ii 'j �i �I �� '., / 6 U Et! PPAK i c�ASCnDI N �pPg, �� r• a, _ 1� �: ii !� i ¢' rii o l z / � .� � .� � ♦ � �� LOT 211 Sg � Y �n �/ � , � L F-. r i DOU PROJECT 140:14.003 �r 1ee LQr 1eT m lee , Lbr 71 c �. P / r 1Q r • "\ INDEX TITLE r rv) y•, 5 P \w) d °J �j _ o \ .�\ �A %app rk Potty �- ° •';� A A / �R�,} 1 l , _ SHEET NO: sx of ae �s (T 9 4' co C _ _ Dare. 12/01/14 a a 0 ' 0 0 0 m a > > mo M N N • Q y ac as a ul Tli Lie V A`� V CM Na.0991 � \ Zi "-VGA I / �40TE ♦ \ �J � � \�NY \. \. L10W NJNNTENaNCE GROYNO\ ♦ A V - CLyERTO ee PIBCEON ALL PROp06E0` A, \SLOAESGREAIERTHANOREOPALt031 Tsi I�L0T22s Uj F CD Ell Yr�. w1 i °.i✓� � �'Y� � \,�� `R ,` '. LDr ua � � e\—'3 oN ♦,` saw" `( "'k qp8p� _j,� ' I� { ii 'j �i �I �� '., / 6 U Et! PPAK i c�ASCnDI N �pPg, �� r• a, _ 1� �: ii !� i ¢' rii o l z / � .� � .� � ♦ � �� LOT 211 Sg � Y �n �/ � , � L F-. r i DOU PROJECT 140:14.003 �r 1ee LQr 1eT m lee , Lbr 71 c �. P / r 1Q r • "\ INDEX TITLE r rv) y•, 5 P \w) d °J �j _ o \ .�\ �A %app rk Potty �- ° •';� A A / �R�,} 1 l , _ SHEET NO: sx of ae �s (T 9 4' co C _ _ Dare. 12/01/14