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WPO201500055 Plan - VSMP WPO VSMP 2015-08-24
SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TlMMONS.COM TAX MAP PARCEL: 61Z -3-5A LIMITS OF DISTURBANCE: 1.36 AC ZONING: PUD, SPECIAL USE PERMIT 2014 (SP201400010), ZONING MAP AMENDMENT (ZMA 198000026), SPECIAL USE PERMIT 1980 (SP198000063) MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 2815 N AUGUSTA ST SUITE C STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT: PAUL HUBER PAULHUBER@TIMMONS.COM SURVEY CONDUCTED: JANUARY 17, 2014 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: OFT REAR: 20FT SIDE: 20.5FT(SW PROPERTY LINE, OFT OTHERWISE) BUILDING HEIGHT: 62'(4 - 12' FLOORS OVER 14' BASEMENT) BUILDING SQUARE FOOTAGE: 85,730 SF BUILDING FOOTPRINT: 19,763 SF OPEN SPACE PROVIDED: 0.31 ACRES (31.96%) PROPOSED USES: HEALTHCARE PROPOSED UNIT: 83 TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.91 ACRES WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRACT: MEADOW CREEK WATERSHED PARKING: PARKING REMOVED: 21 SPACES PARKING ADDED: 22 SPACES NET GAIN: 1 SPACES MANAGED STEEP SLOPES ARE LOCATED WITHIN THE PROJECT LIMITS. SEE SHEET COA. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. 4 F, Vim! P L_11& III, 14 ►� u � � � �1►Iii�iId�� COUNTY OF ALBEMARLE, VIRGINIA 8/24/2015 VICINITY MAP SCALE: 1" = 11000' OWNER: WIAL LLC 2.00 WESTGATE PARKWAY SUITE 203 HENRICO, VA 23233 CONTACT: GRAHAM ADELMAN EMAIL: CAM BRIDGEHEALTH@MSN. COM OWNERS REPRESENTATIVE: MILESTONE PARTNERS 300 2ND ST NE CHARLOTTESVILLE, VA 22902 CONTACT: L.J. LOPEZ TELEPHONE; (434) 245-5803 EMAIL: LLOPEZ@MILESTONEPARTNERS.CO ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.0 COVER 94.4 C1.2 NOTE-"' & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL PLAN C4.0 SITE LAYOUT C4.1 SITE LAYOUT C5.0 STORMWATER MANAGEMENT PLAN C5.1 STORMWATER DETAILS C6.0 PROFILES L-1 GARDEN LANDSCAPE PLAN L-2 LANDSCAPE DETAILS TOTA. : 12 SHEETS APPROVED by the Albemarle County Community 1 evelop ent Department Date / ! I/ _ .p NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResldential lInfrastructurel Technology 'flet %.€-T' ,i a �Fi�L��4rh� i• � } � A A -"s1 Lac. Iylo. 040204 Sffo � �A\ C7 "S. fi n i �1 .h11 p, ty ori SEAL KEY PLAN Perliffis Las tman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: COVER SCALE: AS NOTED C0.0 SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 STEEL CAP 6" DIAD. STEEL PIPE a.' FILLED WITH CONCRETE AND POWDER COATED 3.5' a (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH Ffs' a .' i— L— I i I—I I SIL I I—� ' I I—I I �I 1 I—I I •... '.� -I 11=1 I I-1 I �l 1' T i y 3.5' a r. 2'-0" DIAMETER 3,i000 PSI AIR -ENTRAINED CONC. FOOTING 2" MINIMUM CONCRETE BELOW STEEL PIPE BOLLARD DETAIL No Scale FRAME & COVER (SEE FIG. S - I - D,E) SLOPED AREA. 0 STREET SURFACE OR NON -PAVED AREA •r , RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS J12" MIN RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H.5" `° 4' 0" FROM INLET TO OUTLET -- '' SHALL BE 0.20 FEET. -.. CON CRET VARIES DEPTH OF FLOW CHANNEL I0 BE _. _._ FILLETS „I 3/4 DIAIMETER OF L,. (� ! l._ CONTRIBUTING T SEWE R.T% .. . 1 2'f A FILLETED INVERT FOR A SMOO-f I i T�NEEN TRANSITION OF FLOW BF� NLET & OUTLET PIPE SHALL BE PROVIDED, MIN. 6" BEDDING NOTE W1 NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR IE SOIL CONDIT-IONS.'' 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON - EXTENDED BASES. 3. AI --.I-. JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING B RANCH TIE-IN N.T.S FIG. S - I -A MAX. W -O" �I CONCRETE MORTAR RUBBLE CONCRETE HANDRAIL (GUARD) INSTALLATION ON WALLS SPECIFICATION REFERENCE 504 N" DIA. BOLTS TD -21 V2" DIA. SOLID STEEL SMOOTH ROUND ROD (TYP.) OR 1" STANDARD PIPE. 2O.D. STANDARD PIPE FOR RAILS O.D. EXTRA STRONG PIPE FOR POSTS (TYP. I 12" GROUNDING HR -1 MAX. A - WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH BOTTOM RISER HANDRAIL INSTALLATION HANDRAILS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -6. FOR ALL DETAILS AND DIMENSIONS NOT SHOWN SEE ST'D. FE -CL. SP3 O.D. SP3 O.D.STANDARD FE -CL LINE POST LINE POST CAULK AROUND ALL f ,'ROUNDINGWITH SILICON SEALER ELECTRODE 3 ' ROUND ROD V 4' COVER 0WITH TURNBUCKLE SP4 O.D. METAL SLEEVES TO ,. ,. BE CENTERED IN TOP OF WALL 12" V12' 1a" 10'-0" 1O' -O" (�— CONTRACTION JOINT "F END OF RETAINING WALL �" +.... REQ'D. RW -2 RETAINING WALL ALTERNATE INSTALLATION ON WALLS NOTES: THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD NOT 8' MINIMUM IMPACT FOR VEHICULAR PLACED IN ANY PROTECT OON N STANDARD IT GGHT BE UARDRAIL GUARDRAIL SUBJECTTO BE USEVEHICULAR CONTACT II ITH SOIL HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. STANDARD HANDRAIL Xvo METHOD OF LOCATING AND ERECTING REVISION DATE SHEET i OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.05 I— w Z W J 0 I CONC. BASE H SLOPED TO FLOW INEL 1 /4" V MIN B RAN C I--1 f IONS TO ,.,, .,1HOLES SHALL. BE CORED AND A FLEXIBLE CONNECTION BOOL-. INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S - B TD -23 EXIST GRADEMETAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) ( 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale TOP OF WALL ELEV. VARIES GEOGRID REINFORCING As P P P SPECIFIED BY 0 o MANUFACTURER O P O P I STONE FILTER BLANKET P P P CONTINUOUS ALONG WALL P P P AS SPECIFIED BY MANUFACTURER 0 0 0 BOTTOM OF WALL P P P ELEV. VARIES REINFORCED FILL ad o I a — ---J FOUNDATION SOIL FOUNDATION AS REQUIRED PERFORATED PIPE AT BASE OF WALL; BY MANUFACTURER K DAYLIIGHT AT END OF WALL NOTES: 1. ALL WALLS OVER 2.5' IN HEIGHT SHALL HAVE A PEDESTRIAN IMPEDIMENT AT THE TOP OF WALL. 2. THE WALL DESIGN DEPICTED IN THIS DETAIL IS FOR GENERAL INFORMATION PURPOSES ONLY, THE DESIGN -BUILDER SHALL CONTRACT WITH A WALL MANUFACTURER WHO WILL COORDINATE WITH THE ITL TO IDENTIFY EXISTING SOIL CLASSIFICATIONS, SOIL DENSITY/UNIT WEIGHT, SHEAR STRENGTH, SOIL FRICTION ANGLE, AND WATER TABLE ELEVATIONS AT ALL WALL LOCATIONS, THE WALL MANUFACTURER SHALL THEN PROVIDE A WALL DESIGN SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER (REGISTERED IN THE STATE OF VIRGINIA) THAT CONTAINS THE FOLLOWING MINIMUM INFORMATION: -GEOGRID MANUFACTURER AND MODEL/SERIES -BACKFILL SOIL MATERIALS -SIZE AND CONFIGURATION OF THE FOOTING, INCLUDING STONE TYPE AND SIZE -TYPE AND SIZE OF ANY STONE DRAINAGE COLUMNS -LOCATION AND DETAILS FOR ANY UNDERDRAINS REQUIRED -TREATMENT FOR ANY SPECIAL STRUCTURES SUCH AS PIPE PENETRATIONS, SECURITY GRATES AND HANDRAILS -SPECIAL DESIGN CONSIDERATIONS SUCH AS ADDITIONAL LOADINGS FROM PARKING, ROADWAY TRAFFIC, GUARDRAILS AND SIDEWALKS FROM ABOVE -ANY PERTINENT CONSTRUCTION NOTES SEGMENTAL BLOCK RETAINING WALL DETAIL No Scale In ^ W = Ln w:D J 4. E� W EV) W Lil vw N �= _^ 1 E aE r, ^ 00 E E E-bi Ln �U ^zo v0M �E E �M N E C 0 Q 0 M U) COLLA u 0, am a y N� E 0) ca w > 0 0 n LtJ 4 Q ^ 0 C, U D C I— zp co N Ln to U N E LtJ N _U Lll E W �D W O a- 0 0 Z a E NE coE \ E Lo c u rI _ z � x 0 �E �^ I- N E E E E E F- LU co LU N c�0 oaCc - �� LU \ N — N i U. Al V Am L t • TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: lv%HERE .A SE`AIER SERV CE LATERAL COINNECTS TC' V'.,Ai' i11.1_E AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATE[), THE TOP (CROWN) ELEV;' TIJN OF T11E SER'`iIC.E LATER/�i_ PIPE SHALL BE AT _i=AS' .i` HIGHER T11AfV TF11= TOP (CROWN.) EI EVAT!ON OF THE T E LO�NEST PIPE CONNECTED TO THE ivIANHIOLE. 2. SEWER. LATERALS TAPPED INTO AN EXISTI CG SES;^:!FR :!!Ali [ SI -ALL BE CONNECTED UIS!NG A PIPE SADDLE. 1. WI�II�MUNI GRADE EOR SEINER SERVICE CONNECTION SHALL BE 2% (1 /4" PER f=OOT j 1 4, ALL SEWER LATERALS SHALT_ HAVE A MINIMUM COVER DIAiViE- ER 2' MII,I OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMIUM COVER OF 3 fFEET. SALT__j TREATED FINISHED GROUND 2 x 4 MARKER -' .............. PLUG END OF MAIN LINT SERVICE LATERAL SECTION ,.�✓45 0'0' I VN W ......... .._.:: ......, a 1 11 IN LINE WYE - TEE ..............I. i PLAN VARIES h SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD -2 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I W'cST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295,8317 www,timmons,com Site Development [Residential l infrastructure Technology ' 6"L RATE, Tr 3 is No 0402048507 SEAL KEY PLAN PerliffisIL-VIjastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: ERANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1.2 SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 NE LIJ V) E J 00 0 M 0u U � I �E E �M N E C 0 Q 0 M U) COLLA u 0, am a y N� E 0) ca w > 0 0 n LtJ 4 Q ^ 0 C, U D C I— zp co N Ln to U N E LtJ N _U Lll E W �D W O a- 0 0 Z a E NE coE \ E Lo c u rI _ z � x 0 �E �^ I- N E E E E E F- LU co LU N c�0 oaCc - �� LU \ N — N i U. Al V Am L t • TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: lv%HERE .A SE`AIER SERV CE LATERAL COINNECTS TC' V'.,Ai' i11.1_E AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATE[), THE TOP (CROWN) ELEV;' TIJN OF T11E SER'`iIC.E LATER/�i_ PIPE SHALL BE AT _i=AS' .i` HIGHER T11AfV TF11= TOP (CROWN.) EI EVAT!ON OF THE T E LO�NEST PIPE CONNECTED TO THE ivIANHIOLE. 2. SEWER. LATERALS TAPPED INTO AN EXISTI CG SES;^:!FR :!!Ali [ SI -ALL BE CONNECTED UIS!NG A PIPE SADDLE. 1. WI�II�MUNI GRADE EOR SEINER SERVICE CONNECTION SHALL BE 2% (1 /4" PER f=OOT j 1 4, ALL SEWER LATERALS SHALT_ HAVE A MINIMUM COVER DIAiViE- ER 2' MII,I OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMIUM COVER OF 3 fFEET. SALT__j TREATED FINISHED GROUND 2 x 4 MARKER -' .............. PLUG END OF MAIN LINT SERVICE LATERAL SECTION ,.�✓45 0'0' I VN W ......... .._.:: ......, a 1 11 IN LINE WYE - TEE ..............I. i PLAN VARIES h SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD -2 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I W'cST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295,8317 www,timmons,com Site Development [Residential l infrastructure Technology ' 6"L RATE, Tr 3 is No 0402048507 SEAL KEY PLAN PerliffisIL-VIjastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: ERANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1.2 SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN • 00w TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434,295,8317 www.timmons, com Site Development (Residential I infrastructure l Technology SEAL KEY PLAN PerkinsLassman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 2820„ Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EXISTING J CONDITIONS & DEMOLITION PLAN SCALE: AS NOTED C2.0 SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INVOLVES THE CONSTRUCTION OF AN ASSISTED LIVING FACILITY AND ASSOCIATED SITE WORK, LIMITS OF CLEARING AND GRADING ARE 1,36 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY AND ADJOINING PROPERITE3S OWNED BY THE SAME OWNER. THE PROPERTY IS BOUNDED BY BRANCHLANDS DRIVE TO THE SOUTH, ANOTHER BRANCHLANDS FACILITY TO THE EAST, COMMERCIAL TO THE NORTH AND RESIDENTIAL TO THE WEST, EXISTING SITE CONDITIONS THE SITE IS CURRENTLY A VACANT LOT WITH GRASS, GRAVEL AND HARDSCAPE AREAS, OFF-SITE AREAS NO OFF-SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT, CRITICAL EROSION AREAS MANAGED STEEP SLOPES EXIST ON SITE. INSTALL SEDIMENT TRAP BEFORE DISTURBING STEEP SLDPES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE V/ESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS STORMWATER QUALITY REQUIREMENTS ARE BEING SATISFIED THROUGH A BIOFILTER AND THE PURCHASE OF OFFSITE CREDITS. CHANNEL AND FLOOD PROTECTION REQUIREMENTS ARE BEING SATISFIED THROUGH AN UNDERGROUND DETENTION SYSTEM, STORMWATER RUNOFF CONSIDERATIONS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS, STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS, IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM 3. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING, STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION, 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADINIG OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED, 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL `,STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMIEDIATELY FOLLOWING INSTALLATION. 2, PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING, 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING, SEEDING SHALL BE IN ACCORDANCE WITH STD, & SPEC, 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES, IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.2) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL SILT FENCE BELOW SEDIMENT TRAP AND AREAS TO BE FILLED. INSTALL CONSTRUCTION ENTRANCE. 3. MODIFY EX. INLET STRUCTURE THAT SEDIMENT TRAP WILL OUTLET T0, INSTALL SEDIMENT TRAP. 4, GRADE FILL AREAS SHOWN IN PHASE 1 AND INSTALL DIVERSION DIKES. 5, INSTALL REMAINING SILT FENCE, TREE PROTECTION AND DIVERSION DIKES. 6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 7. ROUGH GRADE PROJECT AREA. 8. SEED ALL DENUDED AREAS PER VESCH STANDARDS, PHASE II (SEE SHEET C3.2) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL, 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION (OF THE E&S INSPECTOR, 4. ONCE THE DRAINAGE AREA TO THE SEDIMENT TRAP HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE SEDIMENT TRAP, INLET AND PIPE (PIPE MAY BE FILLED WITH FLOWABLE FILL), 5. IN ALL AREAS WHERE SEDIMENT TRAP FOOTPRINT OVERLAPS BIORETENTION FOOTPRINT EXCAWATE AND REMOVE SOIL TO AN ELEVATION OF 421.00 BEFORE INSTALLING BIORETENTION. 6. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. TREE PROTECTION, SILT FENCE, CULVERT INLET PROTECTION AND INLET PROTECTION BELOW SEDIMIENT TRAPS MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION, T ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTMUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS, 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 0)N THE SITE AT ALL TIMES. 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR', SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHIORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10, ALL FILL MATERIAL TO BE TAKEN FROM 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 RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONIING ORDINANCE SECTION 5.1.28, 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND 5TRUCTURESJIMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SIINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS 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 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO ,APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18, PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 ]INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/AC AND CONSIST NSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY, SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS, SILT FENCE AND DIVERSION DYKES WHICH COLLECTSEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, 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 WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR, MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTAIBLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS -4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION, MS -6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAIINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MrtINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE A1REA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24-HOUR DURATION, RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILIL MINIMIZE EROSION, SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED, MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAIENED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE, MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BSE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT, MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL, MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IIF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR I 0 0 CU AR STREAM CROSSING CONSTRUCTED OF N ONERODIBLE MATERIAL SHALL BE PROVIDED. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IIN OR CROSSING LIVE WATERCOURSES SHALL BE MET, MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES; NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS, F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISiION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY, TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. GENERAL EROSION AND SEDIMENT CONTROL NOTES: TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALS) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG, 31 GERMAN MILLET 50 (SETARIA ITALICA) TS 3.31 TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:11 KENTUCKY 31 FESCUE 108 LBS. -Z __11 _____________� GRAVEL CURB INLET SEDIMENT FILTER �Elw .... - - ;� ��, � - '*� ; . ,.- � __:::� � ____ � ( ",_� ,-"/ GRAVEL FILTER 70" MIN. 5:1EXISTING I . /_ ;;; A 3' PAVEMENT FILTER 6, M' ' A MOUNTABLE BERM CLOTH (OPTIONAL) EXISTING GROUND SIDE ELEVATION 70' MIN. WASHRACK0' MIN. '; B (OPTIONAL) / i ----_ _ .._-..- .. JIN. I}�� 12' MIN. ;.. ... - �... 4.....__._,12" VDOT #1 COARSE AGGREGATE B IPOSITIVE(10' MIN. EXISTING PAVEMENT RED TOP GRASS 2 LBS. \ =7, __� SEASONAL NURSE CROP * 20 LBS. 3' CROWNVETCH ** 20 LBS. T -� MIN._4.5' MIN. _._.._-__�� GATHER DD e 150 LBS. EXCESS * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES J U CORNERS TEMPORARY DIVERSION DIKE AS STATED BELOW: PERSPECTIVE VIEWS No Scale FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET STAKE AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE FABRIC � Ii1 ALONG THE LINE OF STAKES. ** II11j MIN. I 6 SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF �I T - j FARMVILLE, VA MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL - I�d:- 0�6w ' -�% .� f � /r OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU ��_ Via, ;A � ) -,'�W; - T11111 OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED DETAIL A MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE FLOW .� / ,_ -� ,b4" ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER ELEVATION OF STAKE AND FABRIC ORIENTATION Ill I ' SEEDING PERIODS; ADD 10-20 LBSJACRE IN MIXES. 'SPECIFIC APPLICATION 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE 'THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. [DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING, 3.32 (CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. - ,� Q IP PS i ��' Ill PERMANENT SEEDING MIX FOR PIEDMONT AREA STORM DRAIN INLET PROTECTION I r - , FLC No Scale NCO SCale 1111._.._ III n ,1 1 r ^t A, IKIC'rAI 1 Ari^R1 ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND) STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDIICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROISION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EEROSION CONTROL DEVICES IMMEDIATELY. TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA (PERSPECTIV'E VIEW) . Q, -", . NOTES ANCHOR APPROXIMATELY A APLES ER 100 S S SQ. YDS. 40 SLOT OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & POINTS A SHOULD BE HIGHER THAN POINT B. CHECK SLOTS TO BE BURIED 6" TO 12".SF DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 12" MAX. 4:1 OR FLATTER 6" AJUNCTION MAX. STEEPER THAN 4:11 I-_ SILT FENCE (W/O WIRE SUPPORT) SLOT EDGE AND END JOINTS I I I 1 1 11 I I I No Scale CHECK SLOT TO BE SNUGLY ABUTTED (JUTE MESH WILL HAVE I�Ill I I TERMINAL FOLD STAPLED LAP JOINT /N 5"C'NF, .,,,--_-_1.1.11._.-___-_.____..._._ 7(i' � ;IBJ _ _-.__._--.w.____.._..-,_.zEDGE JOINT LIEU OF )LAP JOINT 2" MIN. 11 I 1 r1 :TF'i ,Tl::rt j TAMP FIRMLY (JUTE MESH ONLY) I I I { ``" � / �?. r� ,, }.iAi T :, :'^ 1 5' MAX. 4:1 OR I I t �'` RS:. ANCHOR SLOT I 2171, FLATTER 3' MAX. ` °.. I + 11EM1=1 IX STEEPER THAN 4:1 I I I 1 ITT f1Tr`oP Ii 1111. ;_ _ .. ,- ....< z' i 0 pl TAMP CHECK SLOT FIRMLY rn 2 0 N JUNCTION SLOT - �TAMF CHECK SLOTI RUNOFF WATER - "`` /' WIRE MESH �� ; 'MUST EXTEND FULL WIDTH OF r DRAINAGE TO SEDIMENT i /- FILTERED WATER INGRESS AND EGRESS OPERATION TRAPPING DEVICE 0 „' a' ....11 Wet stc)rage pro}sided at this elevation (cy) _....11.11 63.0 PLAN VIEW CHECK SLOTS AT MIN. 1.. z .' e - 50' C -C INTERVALS; 8' STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.WD WITH ALL 6" STAPLE MIN. LENGTH FOR OTHER SOIL. . ;:'a.::.... - . ,,.. ,,. �:. ::7 :----------------------------I12' ' .---- --... . MIN. 1. :. .. o. -.. a. ifFI. 1.111 bottom of trap elevation (ft) 3" MIN. _ ` > :' A.. IF 61.0', Tr=Iii='rY !i W__ RI y 3" MIN. o - -11 f' III ' ,: a 7 : 425.0' FILTER CLOTH 426! ......... . SEDIMENT . ..... 61.0 top width of darn (ft) ..... ... SECTION A -A CONCRETE / _ - .. � ; .. trap trap dimensions '23'x76' GUTTER -' CURB INLET 2„„" CST) 6W 3.13 �o { GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE, No Scale a € .3�3 SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CE `' "' REINFORCED CONCRETE DRAIN SPACE 3,02 a CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 SECTION B -B UNPROTECTED ARTE S>TORMWAR INLET PROTECTION STONE CONSTRUCTION ENTRANCE No Scale No Scale COMPACTED SOIL 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH FRAWE GRATE -, 18" MIN. FRAME -- FLOW -____, 1.5' N 5 - MAX. ____ '- S �Lffi I -I ffu � I&II I I I STI ( I I I TT RED TOP GRASS 2 LBS. \ =7, __� SEASONAL NURSE CROP * 20 LBS. 3' CROWNVETCH ** 20 LBS. T -� MIN._4.5' MIN. _._.._-__�� GATHER DD e 150 LBS. EXCESS * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES J U CORNERS TEMPORARY DIVERSION DIKE AS STATED BELOW: PERSPECTIVE VIEWS No Scale FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET STAKE AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE FABRIC � Ii1 ALONG THE LINE OF STAKES. ** II11j MIN. I 6 SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF �I T - j FARMVILLE, VA MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL - I�d:- 0�6w ' -�% .� f � /r OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU ��_ Via, ;A � ) -,'�W; - T11111 OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED DETAIL A MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE FLOW .� / ,_ -� ,b4" ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER ELEVATION OF STAKE AND FABRIC ORIENTATION Ill I ' SEEDING PERIODS; ADD 10-20 LBSJACRE IN MIXES. 'SPECIFIC APPLICATION 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE 'THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. [DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING, 3.32 (CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. - ,� Q IP PS i ��' Ill PERMANENT SEEDING MIX FOR PIEDMONT AREA STORM DRAIN INLET PROTECTION I r - , FLC No Scale NCO SCale 1111._.._ III n ,1 1 r ^t A, IKIC'rAI 1 Ari^R1 ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND) STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDIICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROISION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EEROSION CONTROL DEVICES IMMEDIATELY. TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA (PERSPECTIV'E VIEW) . Q, -", . NOTES ANCHOR APPROXIMATELY A APLES ER 100 S S SQ. YDS. 40 SLOT OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & POINTS A SHOULD BE HIGHER THAN POINT B. CHECK SLOTS TO BE BURIED 6" TO 12".SF DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 12" MAX. 4:1 OR FLATTER 6" AJUNCTION MAX. STEEPER THAN 4:11 I-_ SILT FENCE (W/O WIRE SUPPORT) SLOT EDGE AND END JOINTS I I I 1 1 11 I I I No Scale CHECK SLOT TO BE SNUGLY ABUTTED (JUTE MESH WILL HAVE I�Ill I I TERMINAL FOLD STAPLED LAP JOINT /N 5"C'NF, .,,,--_-_1.1.11._.-___-_.____..._._ 7(i' � ;IBJ _ _-.__._--.w.____.._..-,_.zEDGE JOINT LIEU OF )LAP JOINT 2" MIN. 11 I 1 r1 :TF'i ,Tl::rt j TAMP FIRMLY (JUTE MESH ONLY) I I I { ``" � / �?. r� ,, }.iAi T :, :'^ 1 5' MAX. 4:1 OR I I t �'` RS:. ANCHOR SLOT I 2171, FLATTER 3' MAX. ` °.. I + 11EM1=1 IX STEEPER THAN 4:1 I I I 1 ITT f1Tr`oP Ii 1111. ;_ _ .. ,- ....< z' i 0 pl TAMP CHECK SLOT FIRMLY rn 2 0 N JUNCTION SLOT - �TAMF CHECK SLOTI I I I I 1 I 1:401 11 I I I I I I I I I € I Z r --VAR. - i VAR. --i 00 PJo Scale 0 . -- ....11 Wet stc)rage pro}sided at this elevation (cy) _....11.11 63.0 11..11...... **coarse aggregate shall be VDOT #3, #357 of #5 CHECK SLOTS AT MIN. STAPLE FORMED FROM NO.11 STEEL WIRE. 50' C -C INTERVALS; 8' STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.WD WITH ALL 6" STAPLE MIN. LENGTH FOR OTHER SOIL. COMBINATION BLANKETS FIRMLY TERMINAL FOLD .�- r .. , r, -1 LSOIL STABILIZATION BLANKET EC - 2 N�lo Scale TYPIICAL ORIENTATION OF TREATMENT - 1 SOIL (STABILIZATION BLANKET) SHALLOW SLOPE ", ,,, } Y I > < n r gR ,r'rON SHALLOW SLOPES, STRIPS NETTING \' '` PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. WHERE THERE IS A BERM AT THE TOP BERM OF THE SLOPE, BRING THE MATERIAL STEEP OVER THE BERM AND ANCHOR IT r s BEHIND THE BERM. ' SLOPE : 11. ._ .._.- Tble 16: SeCIIiT4Pri TIcO IeS'kCri (Spec 3.1 I ON STEEP SLOPES, APPLY PROTECTIVE 1111 ..... A � COVERING PARALLEL TO THE DIRECTION 11.. .11..... 1111 ......... . ...._ �' A OF FLOW AND ANCHOR SECURELY. I ( I I I Ss< dir-1 ent Trap design BRING MATERIAL DOWN TO A 1.LEVEL AREA BEFORE _ ...... TERMINATING THE 4Tx draalag_1e area () ( 3) 0.91 "`""" "" INSTALLATION. TURN THE END a trap Vollurraes_11-11-1-1 incremental 2 t:Rr�,T , wrn.ma:v*rx€di x r ifs UNDER 4" AND STAPLE AT 12" c�E �._ DITCH FLOW INTERVALS. "�. _ , elevation (ft) area (s#}iutr e(cy) y ,.� I $��; L ; �3 'v.. , 1+111 . j 1111... t7- I f c �-' ri i y ._........ ;7 *ki a 422 859 n 4� �� r r k .'' = � !1 $r 1"' f' I' :`iR*.. �a 423': 1130 37.0 �` �' I Wff kklr I;`` .z ,4' � � .� V", ':.. IN DITCHES, APPLY PROTECTIVE COVERING ........_ 1111 ... ...... , 11- DRY 5Tt E$�.t Gf �-? ,. �.. 424" 1203! 43.4 .11,1,1, ;�v; ,�..z,: s f== PARALLEL TO THE DIRECTION OF FLOW. USE CHECK r .. ,y , SLOT AS REQUIRED. AVOID JOINING MATERIAL IN _. � , x 425 1380 47.9 I i , .., rx , C -- ...... - - - 11 - r THE CENTER OF THE DITCH IF AT ALL POSSIBLE. 426 1573 :orf r ,r ,arz t: _ V =t ... .. � tr. T ,� s ., r.,.r �t.f. BM 3 36 1 ..�. wet storage- 1111... : 1111 wvetstorage required (ray) {67.*.D) 1111.. .. 61.11 110 •'3"f: £'u.., .. 3.-:.- . .L�o.,.£�..�t, �k-rA��k. f...,�,3? 1 , a{�, i; SOIL STABILIZATION BLANKET (EC - 2 PJo Scale bottorni of stone weir (ft) 423.7' .............. . -- ....11 Wet stc)rage pro}sided at this elevation (cy) _....11.11 63.0 11..11...... **coarse aggregate shall be VDOT #3, #357 of #5 Slope c)f },vet storage sides 1.1 _.. _ ,.weir Ierlgth (ft) (6x DA) .... 13.0 .... "I".."," 1...111 _. ..... ........... 1.111....... .11.1.....1.. .. ..... dry stoarage: 1.111 bottom of trap elevation (ft) 422 . .. dry storage required (cy) (67''DA 61.0', bottom trap dimensions: 23'X68` crest stone Weir 425.0' toga of dam ele}ration (ft) 426! ......... . 1-1-1-111 11o)f 1111 .. ......_... ... ......_.. dry sto3rage provided at this elevation (cy) ..... 61.0 top width of darn (ft) ..... ... 2; .. _ .11111 ...... slope Of dry storage sides ........ .. trap trap dimensions '23'x76' CST) 3.13 SEDIMENT TRAP No Scale A _... __. M N. 2'A AGGR-Ev3 I'_ 2A`_;c PROFILE " , I~r rl. :,T;iNI. uU?11`T UC f'KY\j j [_(DRSP1 rA! T P,a'd" ACCESS 11 I `1 `€t1-,',H�,,A.,,'K \ E X N C, PAVErMpFN- I11 tXIT1NG 2,'� f , n,1 Fi. 1111._.. i I � ...-- - - - -----, i #,.,si ;'� LNf �.��1- I'tiL: Fr,7i ? -.e- t'l},II�i��[. �I ii����{>i." II I r -S` IVfr4z. i CFI 4Uf? iS AND E ,tit_. i i P^^t::tTC`J 1 �Pa;nir; .'e`It:f: PLAN _ --- --- ..__----__-_...._--- 12' V1'd-._.-..._._. _ .._.__.._._.. _..-I't I' J TF1N'c.,i: I rel :.� .11M -: SECTION A�A A tlifii uwu water tats of 1 teach taata��t be itastalled with a taaiaaioatuaa I hada ballcock �Iatatoff'%''a1-ve ::upplyfi.T r a ",V;1a h hose with <a diaaaaete of I . � itacI1e:� for adecltaate coaa;�taaat presslwe. walla W'Itet iaata4t he (armed a1,v,l • fio as ttae eaatratace to ata aljpi'ot`e(1 settlisa ,, area to aetaatiN,-e e(thiAetat. _ ft sse(lilaaetat �'Ilall be 1rre�retate(1 ft,{}tat etatel*a Z stoa�taa draitas, (litdles or watelcotarsers. N t, CA:- L. N N PAVED CONSTRUCTION ENTRANCE No Scale VDOT #1 COARSE '1i�,_jq;1'11N�1_-'t?1R_ i_--*Fi�--k r FLOW - ;w,'•' ROCK CHECK DAM No Scale NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN 0•00� •• • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development l Residential l Infrastructure l Technology SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EROSION & SEDIMENT CONTROL NOTES & DETAILS SCALE: AS (VOTED (:3 °) ', C3mO SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN •�ii�• TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434,295.8317 www.timmons.com Site Development l Residential l infrastructure l Technology SEAL KEY PLAN Perkins Lassman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: i 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EROSION & SEDIMENT CONTROL PLAN SCALE: 1 " = 20' C3ml SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 LAYOUT & UTILITIES e- 66 I� In o .z z SCALE 1"=20' SCALE 1"=20' GRADING & DRAINAGE 0 20' 40' 0 20' 40' NO. DATE ISSUE 200 y .... 11/17/15 REVISED PER COMMENTS 2 202 \ REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN e- 66 I� In o .z z SCALE 1"=20' SCALE 1"=20' GRADING & DRAINAGE 0 20' 40' 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295,8317 www,timmons.com Site Development IResidential I Infrastructure I Technology { p L c, No. 0-4020-1850 ham, 'o ! y a SEAL KEY PLAN Perliffis Lastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: BRANCHLANDS MEMORY CARE & .ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: SITE LAYOUT SCALE: 1 "=20' : M SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 SCALE 1"=20' SCALE 1"=20' GRADING SPOT SHOTSSTORMWATER SUMMARY 0 20' 4n' 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com site Development (Residential I Infrastructure l Technology SEAL KEY PLAN Perliffis ]LEYjastinan 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: SITE LAYOUT SCALE: 1"=20' C4.1 SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 ITION SCALE 1"=30' 0 30' 60' IX 0.43 AC NAG E D TURF = 0.04 AC. *■■ : :t c'> 00 0 < z SCALE 1 "=30' ST-DEVELOPED CONDITION 0 30' 60' WATER QUALITY CALCULATIONS SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET (SEE CALC. BOOK): TOTAL ON SITE DISTURBED ACREAGE: 1.36 ACRES PRE -DEVELOPMENT LAND COVER: 0.35 AC FOREST 0.73 AC TURF (B SOILS) 0.28 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: 0.38 AC TURF (B SOILS) 0.98 AC IMPERVIOUS REQUIRED REMOVAL: 1.39 LB/YR RUNOFF REDUCTION PRACTICES APPLIED: BIORETENTION LEVEL 1 REMOVAL ACHIEVED: 0.11 LB/YR CREDITS PURCHASED: 1.27 LB/YR (SEE CREDIT AVAILABILITY LETTER IN CALCULATIONS BOOK.) WATER QUANTITY CALCULATIONS: AREA TO THE SOUTH PRE DEVELOPMENT POST DEVELOPMENT 02 1.74 CFS 1.53 CFS Q10 3.22 CFS 3.11 GFS Q100 6.08 CFS 9.20 CFS AREA TO THE WEST PRE DEVELOPMENT POST DEVELOPMENT Q2 1.86 CFS 1.59 CFS Q10 4.33 CFS 3.82 CFS Q100 9.67 CFS 9.66 CFS CHANNEL PROTECTION: POST -DEVELOPED Q2 <_ PRE -DEVELOPED Q2 SOUTH OK 1.53 CFS (POST -DEVELOPED Q2)!5 1.74 CFS (PRE -DEVELOPED Q2) WEST OK 1.61 CFS (POST -DEVELOPED Q2):5 1.86 CFS (PRE -DEVELOPED Q2) FLOOD PROTECTION: POST -DEVELOPED Q10:5 PRE -DEVELOPED Q10 SOUTH OK 3.11 CFS (POST -DEVELOPED Q10) <_ 3.22 CFS (PRE -DEVELOPED Q10) WEST OK 4.30 GFS (POST -DEVELOPED Q10) <_ 4,33 CFS (PRE -DEVELOPED Q10) THE SITE CONSISTS OF TWO DRAINAGE AREAS, ONE TO THE SOUTH AND ONE TO THE WEST. CURRENTLY BOTH AREAS ENTER A MANMADE STORMSYSTEM THAT DISCHARGES INTO AN EXISTING CREEK NORTHWEST OF THE SITE, THIS WILL BE MAINTAINED IN THE POST CONDITION. HOWEVER, TWO UNDERGROUND STORAGE SYSTEMS ARE BEING INSTALLED TO CONTROL THE ADDITIONAL FLOW DUE TO THE INCREASE IN IMPERVIOUS AREA IN THE PROPOSED CONDITION. THE POST DEVELOPED 2 YEAR AND 10 YEAR FLOWS ARE BEING REDUCED TO BE EQUAL OR LESS THAN THE CURRENT 2 YEAR AND 10 YEAR FLOWS. THE DRAINAGE AREA OF THE EXISTING CREEK UPSTREAM OF THIS PROJECT IS 768 ACRES, THEREFORE THE PROJECT AREA IS LESS THAN 1 % OF THE CONTRIBUTING DRAINAGE AREA. THEREFORE CHANNEL AND FLOOD PROTECTION ARE ADEQUATE NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN •000 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTHCAROLINA I WESTVIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development (Residential I Infrastructure l Technology SEAL KEY PLAN Per1kins East -man 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRiCO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: STORMWATER MANAGEMENT PLA SCALE: mme SUBMISSION TO ALBEMARLE COUNTY 08/2412015 INSERTA TEE DETAIL NTS i CONVEYANCE PIPE MATERIAL MAY VARY '1 (PVC, HDPE, ETC.) INSERTA TEE CONNECTION (X) PLACE ADS GEOSYNTHETICS 315 WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR. 7 PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 rnm) PAST CHAMBER FOOT NOTE: PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. SECTION A -A DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS Ir INST, OVER CORRUGATION SIDE VIEW CHAMBER DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC -310 6"(150 rnm) 4" (100 mm) SC -740 10" (250 mm) 4" (100 rnm) DC -780 10"(250 mm) 4" (100 mm) MC -3500 12" (300 mm) 6" (150 mm) I'JIC-4500 12" (300 mm) 8" (200 rnm) INSERTA TEE FIT-TINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVE:NT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN Q.D. 1 i I MINIMUM PIPE BURIAL DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE MANUFACTURER 0° - 360° ACCORDING TO PLANS (3) VARIABLE INVERT HEIGHTS RECOMMENDATION / AVAILABLE (ACCORDING TO (MIN. MANUFACTURING j PLANSITAKE OFF) REQ. SAME AS MIN. SUMP) j TOP OF 4' WEIR PLATE 426.70 TOP OF STIR 106 1430.04 F/� TOP OF STORAGE I 427.20 WEIR PLATE IN STR 106 DETAIL No Scale ' LU I 4"0 SCHEDULE 40 SCREW IN CAP TRAFFIC RATED BOX CONCRETE RING REQUIRED FOR TRAFFIC LOADING jjjj a .'. 4 Z e j a na -J Q 96" 4"0 HDPE 24„ LLl MAX MIN, 0' FRATCOz TAP TEE <QZF- - tJv v•, vw v� v� v*+ vv v� vv v" >� � „ U7 a a a a c a ���� W Q>0�I STORMKEEPER CJ L,J LJ M 0- (n= W Iz i W <C � a LLI 00 w, (n�~� d 0 Z 6oz. NONWOVEN -I a a a a a a a Q GEOTEXTILE 9" J"-2" CLEAN CRUSHED ANGULAR STONE r Z ®In \Z>7] x Z R � is o PAGE: 5 of 6 TOP OF WEIR PLA-- - - STEEL PLATE (14 GAUGE) T^^ 1F STORAGE I INV 431.50 WEIR PLATE SECTION WEIR PLATE IN 60" SYSTEM No Scale NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE O)FF) (6" MIN. ON 12" - 24", 10" MIN. ON 30") "'- 12" MIN WIDTH GUIDELINE i �- 6" MIN THICKNESS GUIDELINE (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE (5) ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST GLOS-360` BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, (3) VARIABLE SUMP DEPTH TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. 3.0 ��\\ / % 78-120 ACCORDING TO PLANS INV.=435.00 W F- DRAWN BY CJA MATERIAL C/' 3130 VERONA AVE BUFORD, GA 30518 4.5 �n C/) d } (6" MIN. ON 8"- 24", 10" MIN. ON 30') (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS PHN (770) 932-2443 FAX (770) 932.2490 `` _ a� www.nyloplast-us.con �__j PROJECT NOJNAME 4" MIN ON B" - 24" �- BASED ON MANUFACTURING REQ. AVAILABLE: 4" - 30" FOR CORRUGATED HDPE REPRODUCTION OF THIS PRINT OR ANY INFORMATION >„ CL >- CD W 111 6" MIN ON 30" DRAIN (ADS N-121HANCOR DUAL WALL, ADSIHANCOR 0 --J z SCALE 1:25 SHEET 1 OF 1 w< W H-20 loading) shall be the greater of 12" or 1/8 diameter or span, SINGLE WALL), N-12 HP. PVC SEWER (EX: SDR 35), �J w pipe Minimum cover over the top of the pipe for heavy z PVC DWV (EX: SCH 40), PVC C900IC905, cn o d construction loads shall be as shown in Table 2. z CORRUGATED & RIBBED PVC 6. Length of riser pipe must be Ifield Z 36" DIAMETER CMP SLIP RING y� cut to final grade. z WATERTIGHT JOINT �X -All 60" Pipe is 14 Gauge, 7. NO. REQUIRED 5" x 1" Corrugations, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HDPE SHOWN) Aluminized Type 2- GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I 8" - :30" -.- 30" DIAMETER RISER OR CLASS II MATERIAL AS DEFINED IN ASTNI D2321. BEDDING & or shipping criteria. 2j" x 4" Corrugations, BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & 1 Aluminized Type 2. „ COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 -All 15" Pipe is 16 Gauge, r GRADE 70-50.05. 1 2j3" x �" Corrugations, 11 2- 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE �& 00 Aluminized Type 2.00 OFA PVC BODY TOP. SEE DRAWING NO. 7001-110-045 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT 2 -Use Necessary Connecting Bands. `'d GA 30518 BHN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING N0.7001-110-065. OR POSSESSION OF THiIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSEE THE USE OF THE DESIGN OR DATE 03-25-10 sleeve shall be sufficiently rigid so as to avoid (770 PHN (770) 932-2443 N l /� " FAX (770) 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), TECHNICAL INFORMATHON SHOWN HEREIN REVISED BY CCA PROJECT NOJNAME last -u90 www.nylaplast-us.cam N-12 HP, & PVC SEWER (4" - 24'). REPRODUCTION ION OF THOS PRINT OR ANY INFORMATION PAGE: 19 Installation Notes. TITLE 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0- TO 360', TO DETERMINE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 09.05.13 of concrete collar without any load being applied DRAIN BASIN WITH DOME GRATE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAINING NO. 7001-110-012. ARTICLE HEREFROM, ROR THE DISCLOSURE TO OTHERS to riser pipe. QUICK SPEC INSTALLATION DETAIL 6- 8" - 30" DOME GRATES HAVE NO LOAD RATING. IS FORBIDDEN, EXCEPT' BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0, 7001.114.397 REV C PERMISSION FROM NYLOPLAST. ezM!.3 NYLOPLAST W ' LU I 4"0 SCHEDULE 40 SCREW IN CAP TRAFFIC RATED BOX CONCRETE RING REQUIRED FOR TRAFFIC LOADING jjjj a .'. 4 Z e j a na -J Q 96" 4"0 HDPE 24„ LLl MAX MIN, 0' FRATCOz TAP TEE <QZF- - tJv v•, vw v� v� v*+ vv v� vv v" >� � „ U7 a a a a c a ���� W Q>0�I STORMKEEPER CJ L,J LJ M 0- (n= W Iz i W <C � a LLI 00 w, (n�~� d 0 Z 6oz. NONWOVEN -I a a a a a a a Q GEOTEXTILE 9" J"-2" CLEAN CRUSHED ANGULAR STONE r Z ®In \Z>7] x Z R � is o PAGE: 5 of 6 TOP OF WEIR PLA-- - - STEEL PLATE (14 GAUGE) T^^ 1F STORAGE I INV 431.50 WEIR PLATE SECTION WEIR PLATE IN 60" SYSTEM No Scale NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE O)FF) (6" MIN. ON 12" - 24", 10" MIN. ON 30") "'- 12" MIN WIDTH GUIDELINE i �- 6" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH 1> ACCORDING TO PLANS / = ? i -- (6" MIN. ON 12" - 24", 10" MIN. ON 30" (4) VARIOUS TYPES OF INLET I& OUTLET ADAPTERS 4" MIL10N 12" - 24" ! BASED ON MANUFACTURING REQ.) AVAILABLE: 4" - 30" FOR, CORRUGATED HDPE / 6" MIN ON 30" (ADS N-12iHANCOR DUAL WALL, ADSIIIANCOR \" SINGLE WALL), N-12 HP; PVC SEWER (EX: SDR 35), i yl PVC DWV (EX: SCH 40), PVC C9001C905, / <<j����,- -� THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED & RIBBED PVC GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 OR II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL WATERTIGHT JOINT <' FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED (CORRUGATED HDPE SHOWN) �- 12" 30„ -� UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 12" - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2- 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3- DRAIN BASIN TO BE CUSTOM MANUFACTUP.ED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-0h. THIS PRINT DISCLOSES SUBJECT MATTER IN'NHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT BUFORD, GA 30518 ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL'WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 4.20-07 PVC PHN (770) 932.2443 N-12 HP, & PVC SEINER (4" - 24'). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR1 �+FAX (770) 932.2490 5 - ADAPTERS CAN BE MOUNTED 0" TO 360'. TO DETERMINE MINIMUM TECHNICAL INFORMATION SHOWN HEREIN REVISED BY JJC PROJECT NOJNAME www.nyloplast•us.com ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6- 12" - 24" PEDESTRIAN GRATES SHALL MEET H-10 LOAD RATING, CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4.25.13 DRAIN BASIN WITH PEDESTRIAN GRATE 30" PEDESTRIAN GRATE SHALL MEET H-20, LOAD RATING (SEE DRAWING ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL NO. 7001-110-144 FOR H-20 TRAFFIC LOAD GUIDELINES). IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ,)2013 NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 AWG NO, 7001.110.283 REV C 15" STUB @ INV.=434. 30" R 20 50'-0" 38'-0" TOP VIEW BILL OF MATERIALS MARK DESCRIPTION A 60" Elbovw Single Tee with 30" Riser & 15" Stub B 60" Elbow _ C 60" Pipe (23-0"' Long) with 30" Riser, 15" Stub, Weir Plate & Bulkhead D 60" Pipe (11'-0" Lona) 1 60" Pipe (20'-0" Long) Necessairy 60" Connecting Bands with Gaskets k (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE (5) ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST GLOS-360` BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ARIAB ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH 1> ACCORDING TO PLANS / = ? i -- (6" MIN. ON 12" - 24", 10" MIN. ON 30" (4) VARIOUS TYPES OF INLET I& OUTLET ADAPTERS 4" MIL10N 12" - 24" ! BASED ON MANUFACTURING REQ.) AVAILABLE: 4" - 30" FOR, CORRUGATED HDPE / 6" MIN ON 30" (ADS N-12iHANCOR DUAL WALL, ADSIIIANCOR \" SINGLE WALL), N-12 HP; PVC SEWER (EX: SDR 35), i yl PVC DWV (EX: SCH 40), PVC C9001C905, / <<j����,- -� THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED & RIBBED PVC GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 OR II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL WATERTIGHT JOINT <' FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED (CORRUGATED HDPE SHOWN) �- 12" 30„ -� UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 12" - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2- 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3- DRAIN BASIN TO BE CUSTOM MANUFACTUP.ED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-0h. THIS PRINT DISCLOSES SUBJECT MATTER IN'NHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT BUFORD, GA 30518 ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL'WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 4.20-07 PVC PHN (770) 932.2443 N-12 HP, & PVC SEINER (4" - 24'). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR1 �+FAX (770) 932.2490 5 - ADAPTERS CAN BE MOUNTED 0" TO 360'. TO DETERMINE MINIMUM TECHNICAL INFORMATION SHOWN HEREIN REVISED BY JJC PROJECT NOJNAME www.nyloplast•us.com ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6- 12" - 24" PEDESTRIAN GRATES SHALL MEET H-10 LOAD RATING, CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4.25.13 DRAIN BASIN WITH PEDESTRIAN GRATE 30" PEDESTRIAN GRATE SHALL MEET H-20, LOAD RATING (SEE DRAWING ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL NO. 7001-110-144 FOR H-20 TRAFFIC LOAD GUIDELINES). IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ,)2013 NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 AWG NO, 7001.110.283 REV C 15" STUB @ INV.=434. 30" R 20 50'-0" 38'-0" TOP VIEW BILL OF MATERIALS MARK DESCRIPTION A 60" Elbovw Single Tee with 30" Riser & 15" Stub B 60" Elbow _ C 60" Pipe (23-0"' Long) with 30" Riser, 15" Stub, Weir Plate & Bulkhead D 60" Pipe (11'-0" Lona) 1 60" Pipe (20'-0" Long) Necessairy 60" Connecting Bands with Gaskets k V-2" (IN) I z_ 24" CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL Y2 Pipe Span 72" to 144" 3" MINIMUM 3.0 ��\\ / 15" STUB @ 78-120 BACKFILL MATERIAL INV.=435.00 W F- DRAWN BY CJA MATERIAL C/' 3130 VERONA AVE BUFORD, GA 30518 4.5 �n C/) d z 2. Q PHN (770) 932-2443 FAX (770) 932.2490 TECHNICAL INFORMATION SHOWN HEREIN a� www.nyloplast-us.con �__j PROJECT NOJNAME TITLE �In 0 ry REPRODUCTION OF THIS PRINT OR ANY INFORMATION CL >- CD W 111 DRAIN BASIN & INLINE NON TRAFFIC INSTALLATION DRAIN -i 0 --J z SCALE 1:25 SHEET 1 OF 1 w< W H-20 loading) shall be the greater of 12" or 1/8 diameter or span, �J w pipe Minimum cover over the top of the pipe for heavy z cn o d construction loads shall be as shown in Table 2. z 6. Length of riser pipe must be Ifield Z 36" DIAMETER CMP SLIP RING cut to final grade. z -All 60" Pipe is 14 Gauge, 7. NO. REQUIRED 5" x 1" Corrugations, m Aluminized Type 2- 1 -All 30" Pipe is 14 Gauge, 30" DIAMETER RISER or shipping criteria. 2j" x 4" Corrugations, 8. 1 Aluminized Type 2. „ -All 15" Pipe is 16 Gauge, r 1 2j3" x �" Corrugations, 11 0 �& 00 Aluminized Type 2.00 (n Q _ 9. Upper portion of riser pipe shall be installed Q - 2 -Use Necessary Connecting Bands. `'d -All Reinforcement Shall Meet ASTM sleeve shall be sufficiently rigid so as to avoid 3 W 3 A998. deformation when concrete is placed against the o a -Refer to Sheet 2 of 3 for PAGE: 19 Installation Notes. 1 of 3 CL 100 YEAR WSE 436.06 10 YEAR WSE 435.08 2 YEAR W S E 433.60 ELEV. 431.50 4" MIN C 6" MIN 24" NYLOPLAST BASIN WITH DOME GRATE TOP OF BIOFILTER CLEANOUT TOP ELEV. 428.00 429.00 TOP ELEV. 428.08 INV. OUT ELEV. 419.40 RAMP SOIL TO LIP OF OVERFLOW STRUCTURTE MIN SLOPE 3:1 2 r 3" HARDWOOD e BIOMIX THE BIOMIX SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 BIORETENTION RATIOS. THE MIX SHALL CONTAIN 85% SAND, 10% SOIL FINES, AND 5% ORGANIC MATER. MAINTENANCE OF SWM FACILITIES THE OWNER WILL ASSUME RESPONSIBILITY FOR MAINTENANCE OF ALL BMPS UPON ACCEPTANCE OF SITE WORK. DRAIN BASIN FINISHED GRADE V-2" (IN) ASSUMED Up to 48" 24" CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL Y2 Pipe Span 72" to 144" 3" MINIMUM 3.0 ��\\ / UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 78-120 BACKFILL MATERIAL 1, (AS SPECIFIED) DRAWN BY CJA LADDER (SEE LANE DRAWING A0137b) JN: L ------ - \ GRATE/COVER THE BACKFILL MATERIAL SHALL BE CRUS D STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUI MENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D232 . BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL LACED & COMPACTED THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (IN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR Up to 48" 24" CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL Y2 Pipe Span 72" to 144" FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED 3.0 INSTALLATION NOTES UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 78-120 MANHOLE FRAME & COVER (DESIGN BY OTHERS) CONCRETE LOAD BEARING 1, THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY CJA MATERIAL 3.5 3130 VERONA AVE BUFORD, GA 30518 4.5 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR1 DATE 9-30.99 2. �t PHN (770) 932-2443 FAX (770) 932.2490 TECHNICAL INFORMATION SHOWN HEREIN a� www.nyloplast-us.con REVISED BY CCA PROJECT NOJNAME TITLE 3. Placement of bedding and baclkfill material for REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN; OR MANUFACTURE OF ANY ARTICLE HEREFROM, FORTHE DISCLOSURE TO OTHERS DATE 12-29.11 DRAIN BASIN & INLINE NON TRAFFIC INSTALLATION DRAIN of Minimum cover over top of pipe (for IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. v i HnoPIAST DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV D SECTION VIEWLIJ (n z o Q TABLE 2 Q TABLE 1 = Guidelines for Minimum Cover Minimum Spacing for Heavy Construction Equipment Q Between Pipe �1 PIPE SPAN MINIMUM (IN) SPACING (IN) Up to 48" 24" 48" to 66" Y2 Pipe Span 72" to 144" 36" 3.0 INSTALLATION NOTES 4.0 78-120 MANHOLE FRAME & COVER (DESIGN BY OTHERS) CONCRETE LOAD BEARING 1, Minimum spacing between pipe shall be as 4.0 SLAB (ROUND OR SQUARE) 3.5 shown in Table 1 to conform with ASTM A796. 4.5 4.5 SIZE = ---------- 2. Granular material used for pipe bedding and (DESIGN BY OTHERS) backfill shall conform to ASTM A798, Section 9. _-- 3. Placement of bedding and baclkfill material for pipe shall meet requirements ASTM A798, Section 10. o\ 4. of Minimum cover over top of pipe (for / \,\ H-20 loading) shall be the greater of 12" or 1/8 diameter or span, \`\/C �\\�\ \\ ' 5. pipe Minimum cover over the top of the pipe for heavy construction loads shall be as shown in Table 2. Ca 6. Length of riser pipe must be Ifield Z 36" DIAMETER CMP SLIP RING cut to final grade. j 7. Length of attached pipe stubs are determined by -1 Lane Enterprises based on fabrication standards 30" DIAMETER RISER or shipping criteria. L 1 8. Manholes or catch basins planed over CSP riser (- pipe shall be installed by the contractor in a (n manner that avoids wheel loads on riser (77 z and system pipe. (See Section View) (n Q _ 9. Upper portion of riser pipe shall be installed Q with a sleeve around the OD of the pipe. TheV `'d sleeve shall be sufficiently rigid so as to avoid L, W deformation when concrete is placed against the J MAINLINE PIPE sleeve. Sleeve shall allow minimum settlement J '5 CL b = 60" of concrete collar without any load being applied Q > V? 0 to riser pipe. 10. Manhole or catch basin frame shall be sized LL! D. so that wheel load applied to frame is transferred W to concrete collar around riser. O 0 C.O F- < W SECTION VIEWLIJ (n z o Q TABLE 2 Q TABLE 1 = Guidelines for Minimum Cover Minimum Spacing for Heavy Construction Equipment Q Between Pipe �1 PIPE SPAN MINIMUM (IN) SPACING (IN) Up to 48" 24" 48" to 66" Y2 Pipe Span 72" to 144" 36" PIPE SPAN (IN) Minimum Cover (ft} for Indicated Axle Load"(ki 18-50 50-75 75-110 11 12-42 2.0 2.5 3,0 3.0 48-72 3.0 3.0 3.5 4.0 78-120 3.0 3.5 4.0 4.0 126-144 3.5 4.0 4.5 4.5 * Spacings shown are based on standard backfill materials, placement and compaction practices. Minimums can be reduced with the use of appropriate flowable fill materials or as directed by the design engineer. * Minimum cover may vary, depending on local conditions. The contractor must provide the additional cover required to avoid damage to the pipe. Minimum cover is measured from the top of the pipe to the top of the maintained construction roadway surface. G Q 18 2 of 3 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN i TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTHCAROLINA I wESTVIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www,timmons.com Site Development l Residential l Infrastructure) Technology ,x� s 5 T_ac. No. f9 ,02if2185`)7 t4 r SEAL KEY PLAN Perliffis East -man 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: STORMWATER DETAILS SCALE: C5.1 SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 ill 9+50 10+00 11+00 12+00 12+25 9+00 10+00 10+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 H Hw- Ln O r Q N L Ln 0 a' r I- N O O O c� o J Z CO O c0 co 0 o00(DLo Lt LO z a(Dr-r � co c9 Lo d cQ O N 0 � Z O W rd'z 0 ,,�0> > QF0> > NU)I-Z z N a_U)F-z Z 455 Q �I a- (D z E� CO 450 ......-m ........_. m.... ..........................-- N Lu `t ©W 0 (N wCf) I- 445 I pF 435 215 s' �6 " SOP °�° 435 ...............__...... r. _.._ ._ 4 .,,., ..... �...._ �3 ..... 51fl..�. - �rm „ Nd 1 2 g5 ro EX. 213 GROUND 8.63' OF 43015 HDPE 430. .................... �,........ r... �... @ 2.32% 204:60" CNP STORAGE PIPE TOP ELEV,. 436.50 BOTTOM ELEV. 431.50 425 INV IN 43,.00 (213) 425 Ln 00 C7 �t r LO 9+50 10+00 11+00 11+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 430 L1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLEANOUT 1 STA 10+07.72 TOP 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE STA 10+37.34 EX TOP 431.84 INV IN 425.88 (1 -EX) INV. OUT = 424.73 (8" PVC) 435 i ---''EX. GROUND `-'PROP. GRADE BLDG-1fJ L1 0 7.72' OF { W ..... . 29.0.E r, @ 3.00%j 6 PVC 110:ADS "STORTECH" @ 3.00% 5 I M i j 2.6' Min Cover Q STORAGE TANK d 425..__...._._. _..._: 1 0')n. Nt 4 - NT STORAGE PIPE 425 TOP ELEV. 427.20 O7It M _ ..__ _...._._.__._._ TOP ELEV. 436.50 3 � �O BOTTOM ELEV. 431.50 r INV OUT 421.20 (109) 430 r LO o0 440 O� F 11+00 11+50 9+00 10+00 LO r � X W+ 9+50 10+00 11+00 9+50 10+00 STEEL PLATE WEIR WALL 204 o o -,T CO O� I- STR 206 - STR 212 6.5" ORIFICE 431.50 HORIZ SCALE: 1"=50' 420 HORIZ SCALE: 1"=50' v a 6" ORIFICE 433.50 1 0.w .............__.__. 420 =�Z 0 � ° 435 VERT SCALE: 1 "=5 oI- oz z Lh - 110: ADS "STORMTECH" rU) H M d 5 1$ 15" HDPE TOP ELEV. 436.50 STORAGE TANK i- X_ O � „ pPE 1 H _ o LuoX� INV IN 434.80 (205) d moo o 0'-' o_ r 32°�0 ) 2" _ r. `t 9 C:) O m r 0 r d O r d O M LO N O O r CO O r N d r} C7 r CD= O r M O r d r co Lo 4i 'V. "T 415 -<r r ~ d d N O d 0 O NS r z _ + N d d I- c o O 4 15 -+ N� Q Z 0 Z Z Z t- 0 C b Z Z `� O »» 0F¢- X 0E --Oz Z pl¢O>> > pl�0> Z Z z Z Z PU) w rU)F-_ rCOF--z z Z U) I— 435 s 435 3 EX. 15" HDPE GROUND ;ROP. @ 7.24% PROP. GRADE 430 _...____.. RETAINING ---------- __....._.._. _. _....._._.........._.;. ........ _... __ -____---- 430 WALL r- - ill 9+50 10+00 11+00 12+00 12+25 9+00 10+00 10+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 H Hw- Ln O r Q N L Ln 0 a' r I- N O O O c� o J Z CO O c0 co 0 o00(DLo Lt LO z a(Dr-r � co c9 Lo d cQ O N 0 � Z O W rd'z 0 ,,�0> > QF0> > NU)I-Z z N a_U)F-z Z 455 Q �I a- (D z E� CO 450 ......-m ........_. m.... ..........................-- N Lu `t ©W 0 (N wCf) I- 445 I pF 435 215 s' �6 " SOP °�° 435 ...............__...... r. _.._ ._ 4 .,,., ..... �...._ �3 ..... 51fl..�. - �rm „ Nd 1 2 g5 ro EX. 213 GROUND 8.63' OF 43015 HDPE 430. .................... �,........ r... �... @ 2.32% 204:60" CNP STORAGE PIPE TOP ELEV,. 436.50 BOTTOM ELEV. 431.50 425 INV IN 43,.00 (213) 425 Ln 00 C7 �t r LO 9+50 10+00 11+00 11+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 430 L1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLEANOUT 1 STA 10+07.72 TOP 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE STA 10+37.34 EX TOP 431.84 INV IN 425.88 (1 -EX) INV. OUT = 424.73 (8" PVC) 435 i ---''EX. GROUND `-'PROP. GRADE BLDG-1fJ L1 0 7.72' OF { ......_ 6" PVC ..... . 29.0.E r, @ 3.00%j 6 PVC 110:ADS "STORTECH" @ 3.00% 5 I M i j 2.6' Min Cover 4.0' STORAGE TANK _ Ln LO 425..__...._._. _..._: 0')n. Nt 4 - NT STORAGE PIPE 425 TOP ELEV. 427.20 O7It M _ ..__ _...._._.__._._ TOP ELEV. 436.50 3 BOTTOM ELEV. 421.20 BOTTOM ELEV. 431.50 INV OUT 431.50 (203) INV OUT 421.20 (109) 430 440 O� F 11+00 11+50 9+00 10+00 11+00 11+50 ti��OQ� 9+50 10+00 11+00 9+50 10+00 STEEL PLATE WEIR WALL 204 STR 204 - STR 210 STR 206 - STR 212 6.5" ORIFICE 431.50 HORIZ SCALE: 1"=50' 420 HORIZ SCALE: 1"=50' 6" ORIFICE 433.50 1 0.w .............__.__. 420 425 TOP WEIR 435.50 435 VERT SCALE: 1 "=5 __..o� _..._.-...... :105 . _ 22 74' OF _....__......____ 110: ADS "STORMTECH" STORAGE PIPE 5 1$ 15" HDPE TOP ELEV. 436.50 STORAGE TANK BOTTOM ELEV. 431.50 X03 „ pPE 1 H @ 0 50% 109 6.83' Q F INV IN 434.80 (205) BOTTOM ELEV. 421.20 OF 32°�0 ) 2" TOP ELEV. 427.20 12" HgPE INV. IN 425.00 (111) 415 5 @ 0,50% 4 15 _.._.._ _....... I.. 101 } 31.47' OF 15" HDPE @ 7.24% 410 ' 410 LO 00 r., r N N �® �d N X00 N Oj d' N d d' d' ill 9+50 10+00 11+00 12+00 12+25 9+00 10+00 10+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 H Hw- Ln O r Q N L Ln 0 a' r I- N O O O c� o J Z CO O c0 co 0 o00(DLo Lt LO z a(Dr-r � co c9 Lo d cQ O N 0 � Z O W rd'z 0 ,,�0> > QF0> > NU)I-Z z N a_U)F-z Z 455 Q �I a- (D z E� CO 450 ......-m ........_. m.... ..........................-- N Lu `t ©W 0 (N wCf) I- 445 I pF 435 215 s' �6 " SOP °�° 435 ...............__...... r. _.._ ._ 4 .,,., ..... �...._ �3 ..... 51fl..�. - �rm „ Nd 1 2 g5 ro EX. 213 GROUND 8.63' OF 43015 HDPE 430. .................... �,........ r... �... @ 2.32% 204:60" CNP STORAGE PIPE TOP ELEV,. 436.50 BOTTOM ELEV. 431.50 425 INV IN 43,.00 (213) 425 Ln 00 C7 �t r LO 9+50 10+00 11+00 11+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 430 L1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLEANOUT 1 STA 10+07.72 TOP 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE STA 10+37.34 EX TOP 431.84 INV IN 425.88 (1 -EX) INV. OUT = 424.73 (8" PVC) 435 i ---''EX. GROUND `-'PROP. GRADE BLDG-1fJ L1 0 7.72' OF EX ......_ 6" PVC ..... . 29.0.E r, @ 3.00%j 6 PVC CO I` @ 3.00% 5 I M i j 430 CO 1P �1 0 �I C0 !9+50 10+00 11+00 11+50 PRIVATE SANITARY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 445 I I , 435 PROP. GRADE 430 F- X W 0 N r O r O r r N 00 Lfl `t -1 S + M f` Or Z 0 OI -0>> (14 u) z z O M N Lr) 0� ® LO Ln rNCD N r7c5 � ter' -4z' 0 (Df -O>,> NU)1-Z'Z 425 _.. _. i ;. _......_.. _ _.__ ._ 201 27.30' C)F 12" HDPE 420 @ 6.74%. 445 4151 1425 PROP. GRADE WATERLINES O (0 O I� r N.1° O N O r C O N N uo I- N LO 0')00 r O O LO d' LO LO ,'� 00LO CO M O O O ce) O Lo Lo Lo �q M O Lf) Lo -P =+ f-L?+Nd h O O - rdr Z OOr0 N�joz z z'0 Z Z 1pU _2.0-7_. .... . 47.6910' 15" HDP @ 1 68' 205 9.17' OF' 15" HDP @ 1.64° $3 :.... 4 15?'HDPE 430 425 455 X1.1 210: MH -1 STA 11 +39.91 TOP 444.13 INV IN 437.06 445 INV OUT 436.87 (209) PROP. GRADE 1; t O CD N r O r � N N Lo O Ln d) O O O d M r O co M ZT r Z Z 0 N�0Z Z Z � � Q < N n- (D O Oz� Ln Q r O co z 01) q N U)O'ITZ W a0 &4W�0> N n u)F-z 45 450 445 EX. GROUND 440 ...435 33 vo_ 1`L $p°�o 430 jQ O O Ln -o d O d Lo r C7 r 0 if 6' d _ + 0) d �0 CN z It O 0 o�OZ> > rU)- -z z 104A: 24" Basin - Circular Grate STA 10+05.89 TOP 428.00 INV OUT 424.33 (105A) 435 435 PROP. 30 GRADE 430 125 _.___..... _... _ _.. EX';..__-__....._ _..._425 GROUND 105A 5.89' OF 15" HDPE @ 2.00% 120 420 15 1 415 ROUND 440 tt V4 450 Lo d' nI N CO I` M i j 2.6' Min Cover 4.0' _ Ln LO 204: 60" CMP 0')n. Nt 4 - NT STORAGE PIPE _...-_-.. _ ....._ --... O7It M 435 TOP ELEV. 436.50 445 BOTTOM ELEV. 431.50 INV OUT 431.50 (203) 430 440 O� F 11+00 11+50 9+00 10+00 11+00 11+50 ti��OQ� 9+50 10+00 11+00 9+50 10+00 STEEL PLATE WEIR WALL 204 STR 204 - STR 210 STR 206 - STR 212 6.5" ORIFICE 431.50 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 6" ORIFICE 433.50 HORIZ SCALE: 1"=50' .............__.__. ... _ 425 TOP WEIR 435.50 435 VERT SCALE: 1 "=5 204: 60" CMP STORAGE PIPE TOP ELEV. 436.50 BOTTOM ELEV. 431.50 420 INV IN 434.80 (205) 430 4151 1425 PROP. GRADE WATERLINES O (0 O I� r N.1° O N O r C O N N uo I- N LO 0')00 r O O LO d' LO LO ,'� 00LO CO M O O O ce) O Lo Lo Lo �q M O Lf) Lo -P =+ f-L?+Nd h O O - rdr Z OOr0 N�joz z z'0 Z Z 1pU _2.0-7_. .... . 47.6910' 15" HDP @ 1 68' 205 9.17' OF' 15" HDP @ 1.64° $3 :.... 4 15?'HDPE 430 425 455 X1.1 210: MH -1 STA 11 +39.91 TOP 444.13 INV IN 437.06 445 INV OUT 436.87 (209) PROP. GRADE 1; t O CD N r O r � N N Lo O Ln d) O O O d M r O co M ZT r Z Z 0 N�0Z Z Z � � Q < N n- (D O Oz� Ln Q r O co z 01) q N U)O'ITZ W a0 &4W�0> N n u)F-z 45 450 445 EX. GROUND 440 ...435 33 vo_ 1`L $p°�o 430 jQ O O Ln -o d O d Lo r C7 r 0 if 6' d _ + 0) d �0 CN z It O 0 o�OZ> > rU)- -z z 104A: 24" Basin - Circular Grate STA 10+05.89 TOP 428.00 INV OUT 424.33 (105A) 435 435 PROP. 30 GRADE 430 125 _.___..... _... _ _.. EX';..__-__....._ _..._425 GROUND 105A 5.89' OF 15" HDPE @ 2.00% 120 420 15 1 415 44S 445 X. GROUND FIRE HYDRAW ASSEMBLY 440 .Y ................. m.._........ ...._._ ---.., ,.................m.._ 440 PROf?. GRADE 45° BE 45' BEND I .06' i 22.5°+45° BEND I 1 435.., ....- ......................._1..... ... i.. -....,3i.-.. - . .EGN-t41-ECTIG-N...T_9_..._.�._.............. m.435 STORM BUILDING I 6 X2": TEE. PIPE 207 COORDINATE ELEVATION WITH CONNECTION TO EXISTING PLUMBING PLANS a WATERLINE VERIFY 1 430 LOCAT.LO.N AN©..LE.VAT.LO..11 ..........r........................._........_.._..,................;....,,...m._,...............r..430 1 NOTE: MAINTAIN 3.5 MIN. OF'COVER ON 425 WATERLINE 425 m �o Q "*.:t a"t M mIM O LO N co 9+50 10+00 11+00 12+00 13+00 13+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS, VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 1 �if,� 7: . Q '6s a� t� SEAL KEY PLAN Perlxins Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: PROFILES SCALE: SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 c r r P\ W tt V4 Lo d' nI N CO I` M i j _ Ln LO 0j 0')n. Nt 4 - NT nl CV O7It M f� 11+00 11+50 9+00 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 STR 200 - STR 204 STR 204 - STR 210 STR 206 - STR 212 STR 104A - STR 104 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT ,SCALE: 1"=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 44S 445 X. GROUND FIRE HYDRAW ASSEMBLY 440 .Y ................. m.._........ ...._._ ---.., ,.................m.._ 440 PROf?. GRADE 45° BE 45' BEND I .06' i 22.5°+45° BEND I 1 435.., ....- ......................._1..... ... i.. -....,3i.-.. - . .EGN-t41-ECTIG-N...T_9_..._.�._.............. m.435 STORM BUILDING I 6 X2": TEE. PIPE 207 COORDINATE ELEVATION WITH CONNECTION TO EXISTING PLUMBING PLANS a WATERLINE VERIFY 1 430 LOCAT.LO.N AN©..LE.VAT.LO..11 ..........r........................._........_.._..,................;....,,...m._,...............r..430 1 NOTE: MAINTAIN 3.5 MIN. OF'COVER ON 425 WATERLINE 425 m �o Q "*.:t a"t M mIM O LO N co 9+50 10+00 11+00 12+00 13+00 13+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS 4 4/12/16 REVISED PER COMMENTS 5 6/17/16 APPROVED PLAN • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS, VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 1 �if,� 7: . Q '6s a� t� SEAL KEY PLAN Perlxins Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: WIAL, LLC 200 WESTGATE PARKWAY, SUITE 203 HENRICO, VA 23233 Owner's Representative: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Construction Manager: WM JORDAN 708 BAINBRIDGE STREET, RICHMOND, VA 23224 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Landscape: ANHOLD ASSOCIATES 8311 ROCKFISH GAP TRNPK GREENWOOD, VA 22943 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Food Service: CORSI ASSOCIATES 1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD, PA 19064 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: PROFILES SCALE: SUBMISSION TO ALBEMARLE COUNTY 08/24/2015 PLANTING DESIGN SCHEDULE NOTE' ALL NATNE GRASS AND WILDFLOWER MEADOW PLANTING AREAS SHALL BE COVERED WITH 2 CHES OF DOUBLE GROUND HARDWOOD BARK MIULCH BIOFI_LTERPLANTING CALCULATION: ____ ___„ ____ _.. _._. I ILTERAREA 241 SQ FT ._. 2) REQUIRED PLANTING = 10 TREES AND SHRUBS FOR EACH 1000 SQ 3) PLANTING REQUIRED: 241 /1000 = 0.24 X 10 z 2.4 TREES AND SHRUBS 4) PLANTING PROVIDED: 2 TREES AND 1 SHRUBS - 02 -PLANTING DESIGN SCHEDULE SCALE: NTS LANDSCAPE NOTES: 1. LANDSCAPE CONTRACTOR SHALL COORDINATE LANDSCAPE WORK WITH ALL ASPECTS OF THE DEVELOPMENT PROJECT. CONTRACTOR SHALL MARK ALL PROPERTY LINES. 2. CONTRACTOR SHALL CONTACT "MISS UTILITIES" AND THE OWNER TO FLAG/MARK ALL EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR TO PERFORMING ANY DIGGING. 3. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR OWNER AND LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANT INSTALLATION. 4. ALL PLANTING AREAS/BEDS WITHIN THE MEMORY CARE AND ASSISTED LIVING GARDENS SHALL HAVE V-0" DEPTH OF TOPSOIL. ALL LAWN AREAS SHALL HAVE 4" OF TOPSOIL. TOPSOIL SHALL BE FROM LUCK STONE OR APPROVED EQUAL. 5. ALL PLANTING BEDS SHALL BE POWER TILLED TO A DEPTH OF 8" PRIOR TO PLANT INSTALLATION. ALL PROJECT PLANTING BED AREAS SHALL HAVE 2" OF DOUBLE GROUND HARDWOOD BARK MULCH. 6. LAWN SEED SHALL BE TURF TYPE, TALL FESCUE MIX. %. PLANT MATERIALS SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF THE AMERICAN STANDARDS FOR NURSERY STOCK AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 8. ALL TREES SHALL BE STAKED IN AT LEAST THREE LOCATIONS TO ENSURE STABILITY. 9. CONTRACTOR SHALL LOCATE ALL PROPERTY LINES. NO WORK SHALL BE PERFORMED ON ADJACENT PROPERTY OR ROAD RIGHT-OF-WAY WITHOUT WRITTEN PERMISSION BY THE OWNER. 10. CONTRACTOR SHALL INSPECT THE SITE TO CONFIRM EXISTING AND PROPOSED CONDITIONS AND SHALL CONTACT THE OWNER AND ARCHITECT IMMEDIATELY SHOULD THERE BE DISCREPANCIES BETWEEN THE SITE AND THE PLANS. H. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE PLANS AND THE PLANTING SCHEDULE, THE PLANS SHALL BE FOLLOWED. 12. THE CONTRACTOR SHALL GUARENTEE/WARRENTY ALL PLANTS AGAINST DEFECTS, DECLINE, DEATH, AND SATISFACTORY GROWTH FOR ONE YEAR FROM THE DATE OF FINAL OWNER ACCEPTANCE. 13. SEE CIVIL PLAN FOR ALL PAVEMENT DESIGN AND RETAINING WALL DESIGN 14. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING WRITTEN PERMISSIONFOR ALL OFF-SITE LANDSCAPE IMPROVEMENTS ALONG THE PROPOSED PRIVACY FENCE ALONG THE WESTERN SITE BOUNDARY. THE LANDSCAPE CONTRACTOR SHALL FULLY COORDINATE AND PERFORM ALL WORK AT THE DIRECTION OF THE OWNER. 15. OFF-SITE BUILDING LOCATIONS AND FOOTPRINTS ALONG THE WESTERN PRIVACY FENCE ARE AS SHOWN FROM COUNTY OF ALBEMARLE GIS MAPPING AND ARE ASSUMED TO BE APPROXIMATE ONLY. PROPOSED PLANTINGS SHALL BE ADJUSTED IN THE FIELD AS NECESSARY. OWNER AND CONTRACTOR SHALL VERIFY EXACT FIELD CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. DECIDUOUS SHRUB EVERGREEN SHRUB i --- - - --- - - - --- - --- j HERBACEOUS PLANTINGS HERBACEOUS PLANTINGS iI+ -- ------- - -------- - -------- , + + + + SODDED LAWN LIMITS OF MULCH i - ------ - ------- ------ 2 -HQ --� 2 -HQ --, , 6 CL's ,., : - i 4._ - ._ 4 . LN .. 9R BG — 7 4 I l\ � \ V P . 3 5P P I G c — _ �5 Q 1 r ' 1 — / 9-IVL 15 -HA � 9 -GM T _ , .___ _.'-_ `, ', :�-� �, Y �- — 7 IVF \.__, r? .� -- - - - X -- __ _ i _.. ti x / 8-S G_ 7 H H ,, �t ._ . ,_--, < _ _ _ .._ .. � T . _ �. I — _8 l ,_. -- + F / _ Y i 'l' \ 13 -IVR t _-' + + + t I / , { I t '� i I 15 P A .r I I , I � + 7 I. i G , 5 MF. ,t _1 , , , I 1 I Y' ' I I `t / M T 1 - 1 z ° 12 C Q 1 — I — — LS I I% 5 I + ,� I I I T i I � li 9 -AQ r 1C FR I / 14 PA + + I — + i j. 8 -SC � + + - j- t { I T i + i f R _. t : 5...yV ' ; - \ l -t SA , 14 i, I t -F / i 1 + i , I i - + I - + I \' \ 1 i 4 -IVR \, ;- a+ + ! 7 -PA ---' ' IIIIr I i i I !I , 1 _.+ NATIVE GRASS AND/WILDFLOWER 34 -BG I /I IIIII1. \ I ,r i I I `. I MEA OW G PLANTLN AREA I , 69 -'AM � 1 -CF i. I : I , i 39 AS II x .. a 1 9 E F' t - i t RIVER I 25 MF t LIVING � STONE/� :��. _ _ ! , , ! I ! �� TED ', - I ' _ - IRD,FEED�F�S '- �, III ; I y ASSTS .. .-.t �. 9 - I 9 RF I8 -LN - 8 LN I � �'� - i : - x' IS I � I `'� 5 IVL - _ >' TH, ARBA SHALL �E SOD'DEI�I N FOUNTAIN _ ., TYP. SEE .®fid _ 34'7 -SS GARDE , r , v F � " I i z � I , SEE DTL. 11 �%"' t' '�- �� �, �,'i�(I�H TURF TYPE, ALL , `y' ' - ;. HERBS & ANNUAL. � j�° FLOWERS -PLANTINGS _may E� OD -- F CUE'S : GARDEN "BOLLARD � BY OWNER i _ LIMITS OF MULCH, ,,,__ ` , _- ! 4 _ I _; : 'T -/ 1, \ `' 1•' I - TYPICAL - LIGH�'S, SES ELEC. 'i" ; "" , •i' j " j/ I PLANS. 'TYPIC II/} / r I \ I / nJ µ , _ j w , , _ j , -. _ i EX2f' SAN. SEW. ESMT I_ , _ _ t � - Y - - i _ i I , _ i NOTE: ALL PLANTING -AREAS IN THE ', ' i%-/�'' //L /�! MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP - 4 -EP j' j I INCHES ALL DBL. ING-ARND. HARDWOOD 5 -AMT - - _4=CV 4 -ER / : ' / BARK MULCH. j � j,%,..�, / / %' -6-RH 3 -ER 4 -AT HERB &ANNUAL FLOWER 11- G �� iLj PLANTER BY OWNER - - - - - - - .- a -- ONS „ r ST R ER–j" DNE r % CV � '==,`--- I -� ,. '� �. - - _ r I4 -LA - - f� - - = -� �4 A /'� }��, r �IRD FEEDER, -SE TL',- v ? _ ,l T f . BHT ,. Y HERB &ANNUAL FLOWER - =- _ _ - ' PLANTINGS BY OWN� - - -� � ER - - I 1, �. i r , , Y�" 4 IVL "OWNER FLOWER POTS BY ` i , F _ EDT .. - - ---- D FEEDER, SE > . - _ _BIR % r, ,-- � • , , \, .",..-� SE'E DTL. j - WOOD GARDEN _-.. ARBOR, SEE DTLS. �' .- , ,- ; '' j/ / /' { ;�,; II1 -cc IIII3-MMLROXE�S-. IA - Y / I F> I { - GAR 1M-BC,�LLARD , , CLANS/ T.YPI,CAZ }: r ,,%; - '� ;; ;; , / 1�-AAR. TREES SHALL __ , NOi BE PLANTED'IN,THE I SAN SEW EMENT - 1 � - 'laCP i ' ifLIMITS'OF .MULCH, _ TYPICAL' ----- ---- ROOT! KEY SCIENTIFIC NAME COMMON NAh1E NO. SIZE CONT. NOTES TREES TRE AAR AMELANCHIERARBOREA DOWNY SERVICEBERRY 12 7' 8' HGT B&B MULTI -STEM _ BN BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 5 12';14' HGT B&B MULTI STEM CC CERICS CANADENSIS REDBUD 6 7'-8 HGT B&B CF CORNUS FLORIDA WHITE FLOWERING DOGWOOD 4 T 8 I -IGT B&B CFR CORNUS FLORIDA "RUBRA PINK FLOWERING DOGWOOD 4 T-8 HGT 8&B CV CHIONANTHUS VIRG_ INICUS FRINGE TREE 9 T� HGT B&B MULTI STEM JV - JUNIPERUS VIRGINIANA "IDYLLWILD" IDYLLWILD JUNIPER _ 5 7'-8 HGT B&B LN __ LAGERSTROEMIA'NATCHEZ � NATCHEZCRAPEMYRTLE 18 9'-10 HGT B&B MULTI STEM MS MAGNOLIA SOULANGIANA "AL EXANDRINA' ALEXANDRINA SAUCER MAGNOLIA 2 3"-3.5 CAL B&B SPECIMAN QP _ QUERCUS PHELLOS WILLOW OAK 3 3"-3.5" CAL B&B SPECIMAN ........... ........... ............................. ........................... ...................... .. ...................... ......................... ................. .................................. ......;.. .... ROOT/ ................... .......... KEY SCIENTIFIC N 11 AM11 E COMMON NAME NO, SIZE CONT. NOTES SHRUBS : AA ARONIAARBUTIFOLA"BRILLANTISSIMA" BRILLIANTCHOKEBERRY 37 3'.4 HGT #5 CONT ': SPACING AS SHOWN BG BUXUS'GREEN MOUNTAIN GREEN MOUNTAIN BOXWOOD 63 2.0'-2.5'97 CONT SPACING AS SHOWN CAH CLETHRA ALNIFOLA' HUMMINGBIRD" HUMMINGBIRD SUMMERSWEET 10 2'-3 HGT #3 CONT SPACING AS SHOWN CS CORNUS SERICEA F. BAILEYE BAILEYS RED TWIG DOGWOOD „ , 4 „ 3'-4' HGT #5 CONT SPACING AS SHOWN FG FOTHERGILLA'GARDENII' FOTHERGILLA 12 2.0'-2.5' #5CONT SPAC ING AS SHOWN HQ HYDRANGEA QUERCIFOLIA "ALICE" ALICE OAKLEAF HYDRANGEA 17 3'-4 HGT _ #7 CONT SPACING AS SHOWN IG ILEX GLABRA "NIGRA" NIGRA INKBERRY HOLLY 23 25-11.0'-H91 . ; #7 CONT SPACING AS SHOWN IVL ITEA VIRGINANA LITTLE HENRY' LITTLE HENRYVIRGINA SWEETSPIRE ;. .. .. 21 2.u-2.5 #3 CONT SPACING AS SHOWN ... IVR ......... ..... .....S.. ... ILEX VERTICILLATA RED SPRITE' ....E ... RED SPRITE WINTERBERRYHOLLY 39 2.U-2.5 #3 CONT _ SPACING AS SHOWN IVW ILEX VERTICILLATA'WINTERRED" W_INT_ER_ REDWINTERBERRYHOLLY 2 ��� 3'_4 HOT ....., #5CONT .... ..... SPACING AS SHOWN ..... .... .. ...... ....... ......... .......... _ .. ... .... ................ RHODODENDRON PRINOPHYLLUM .... ROSESHELL AZALEA 21 3'-4 HGT #5 GONT SPACING AS SHOWN TO THUJA OCCIDENTALIS "HOLMSTRUP" HOLMSTRUP AMERICA_ N ARBORVITAE 2 4'-5 HGT #7 CONT SPACING AS SHOWN VA .... , VIBURNUM ACERIFOLIUM MAPLE -LEAVED VIBURNUM 4 3'-4 HGT i #5 CONT SPACING AS SHOWN VP VIBURNUM PRAGENSE PRAGENSE VIBURNUM 3 4'-5 HGT B&B SPACING AS SHOWN VPR VIBURNUM PRUNIFOLIUM BLACK -HAW VIBURNUM 6 6'-8' HGT - B&B SPACING AS SHOWN KEY - - -- SCIENTIFIC NAME - --- COMMON NAME M NO. SIZE � CONT. -- NOTE3 HERBACEOUS AD AR DIOOCUS GOATSBEA - ...... 2 ----- ....... NA #1 CONT ' --.. ...... ....._ ----- ..._.. .......... ._ AH _...... - ---- AMSON_ UBRICHTII H ....... BLUE STAR FLOWER 6 _IA NA #1 CONT _ _ Al ASCLEPIAS INCARNATA SWAMP MILKWEED 8 NA #1 CONT AMT ACHILLEA MILLEFOLIUM'TERRACOTTA' TERRACOTTA YARROW _ 10 NA 91 CONT AGO _ AQUILEGIA CANADENSIS _ COLUMBINE 33 � NA #1 CONT AR_ ACTAEARACEMOSA BUGBANE .... 28 .... ... NA #1 CONT Al ..... .... TUBEROSA .. BUTTERFLY NEED 7 __ NA #1 CONT Cp ...ASCLEPAS CAREX DIGITALIS SLENDER WOODLAND SEDGE 60 NA #1 CONT CV COREP OPSIS VERTICILLATA ZAGREB' TICKSEED 4 NA #1 CONT ... ED ....HIUM DUBIUM LITTLE JOE LITTLE JOE, JOE PYE WEED 8 __ _ NA ___ #1 CONT ---EUTROCHIUM EF EF FISTULOSUM HOLLOW JOE PYE WEED _ 5 ' NA 91 CONT EP ECHINACEA PURPUREA "LEUCHTS TERN" PURPLE CONEFLOWER 7 NA #1 CONT ER ECHINOPS RITRO VEITCHS BLUE GLOBE THISTLE _ 7 � NA #1 CONT ---- --- _ GERANIUM MACULATUM WILD GERANIUM 9 NA #1 CONT '. HA HEUCHERAAMERICANA AMERICAN ALUM ROOT 15 NA #1 CONT HH HELIOPSIS HELIANTHOIDES OX EYE .. .... 13 ..... .... ..,.. NA . #1 CONT _ ... .... ...... .... ..... ... LA ...... ..... LAVEN DULAAUGUSTIFOLIA ..... LAVENDER 4 N A #1 CONT - ...... ... LC ...... ... ..... LOBELIA CARDINALIS ..... CARDINAL FLOWER 7 ..... ---- A N " ---.. ..._. .... ---- -.... ....... - ... LS ..... ----- L IATRIS SPICATA KOBOLD .._ .... GAYFEATHER 9 NA #1 CONT MF FISTULOSA WILD BERGAMOT 5 NA ............ #1 CONT .._.... _........ ............ PA _,MONARDA U ACROSTICHPODES POLYSTICH M CHRISTMAS FERN ... 36 ..... ..... ........ NA #1 CONT .. .. ........ ... .... .. ... ...... .... ... PI ..... .... PYCNANTHEMUMINCANUM ..... I T HOARY MOUNTAIN M N 14 NA #1 CONT .. POP PODOPHYLLUM PELTATUM MAYAPPLE ..._ ...... 36 ._... .... NA - .. #1 CONT ..... .. .... __ ..... -- --- .... .. ----_ PHLOX PANIC ULArUM DAVID' .... DAVID PHLOX 7 NA #1 CONT ---- PV PANICUM VIRGATUM 'SHENANDOAH" � SHENANDOAH PANIC GRASS --- 80 _ .... NA #1 CONT ... RH ... RUDBECKA HIRTA GOLDSTURM _ BLACK EYED SUSAN _ _ 12 NA #1 CONT _ SANS SENECIOAURE _ GOLDEN RAGWORT _. 14 ...... .. NA 91 CONT __ _. .... ... .. SC .... ... SANGUINA RIA CANADENSIS BLOOD ROOT ..... ... 24 .... N A #1 CONT .... ..... .... .. .... ....... ... TC ..... ..... TIARELLA CORDIFOLIA ... TIARELLA CORDIFOLI A 12 NA #1 CONT VN VERNONA NOVEBORACENSIS NEW YORKIRONWEED 14 NA #1 CONT KEY SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES .NATIVE GRASS AND WILDFLOWER MEADOWS C ILLEA MILLEFOLIM 69 NA Q TCONT OUPSOF5. SPACING 18IN. OC GROUPS @ AS ASCLEPAS SYRIACA COMMON MILKWEED 39 N A QT CONT _- GROUPS OF 5-7 SPACING 24 IN. O C @ EP ECHINACEA PURPUREA LEUCHTSTERN' PURPLE CONEFLOWER 39 NA _ CONT QT - P OF 7-9 SPACING O.C. GROUPS MF N_........ O ARDA FISTULOSA WILD BERGAMOT, BEEBALNI ' 25 NA Q T CONT 30 IN. GROUPS OF 5-7 SPACING 30 IN. O.C. @ RF ---_Nt RUDBECKIA FULGIDA SPECIOSA'GOLDSTURM BLACK EYED SUSAN ', 39 NA � QT..CONT Q GROUPS OF 7-9 SPACING 24 IN. O.C. GR @ SS SCHIZACHYRINUM SCOPARIUM LITTLE BLUESTEM 347 NA QT CONT [ SPACING @ 18 IN. O.C. NOTE' ALL NATNE GRASS AND WILDFLOWER MEADOW PLANTING AREAS SHALL BE COVERED WITH 2 CHES OF DOUBLE GROUND HARDWOOD BARK MIULCH BIOFI_LTERPLANTING CALCULATION: ____ ___„ ____ _.. _._. I ILTERAREA 241 SQ FT ._. 2) REQUIRED PLANTING = 10 TREES AND SHRUBS FOR EACH 1000 SQ 3) PLANTING REQUIRED: 241 /1000 = 0.24 X 10 z 2.4 TREES AND SHRUBS 4) PLANTING PROVIDED: 2 TREES AND 1 SHRUBS - 02 -PLANTING DESIGN SCHEDULE SCALE: NTS LANDSCAPE NOTES: 1. LANDSCAPE CONTRACTOR SHALL COORDINATE LANDSCAPE WORK WITH ALL ASPECTS OF THE DEVELOPMENT PROJECT. CONTRACTOR SHALL MARK ALL PROPERTY LINES. 2. CONTRACTOR SHALL CONTACT "MISS UTILITIES" AND THE OWNER TO FLAG/MARK ALL EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR TO PERFORMING ANY DIGGING. 3. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR OWNER AND LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANT INSTALLATION. 4. ALL PLANTING AREAS/BEDS WITHIN THE MEMORY CARE AND ASSISTED LIVING GARDENS SHALL HAVE V-0" DEPTH OF TOPSOIL. ALL LAWN AREAS SHALL HAVE 4" OF TOPSOIL. TOPSOIL SHALL BE FROM LUCK STONE OR APPROVED EQUAL. 5. ALL PLANTING BEDS SHALL BE POWER TILLED TO A DEPTH OF 8" PRIOR TO PLANT INSTALLATION. ALL PROJECT PLANTING BED AREAS SHALL HAVE 2" OF DOUBLE GROUND HARDWOOD BARK MULCH. 6. LAWN SEED SHALL BE TURF TYPE, TALL FESCUE MIX. %. PLANT MATERIALS SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF THE AMERICAN STANDARDS FOR NURSERY STOCK AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 8. ALL TREES SHALL BE STAKED IN AT LEAST THREE LOCATIONS TO ENSURE STABILITY. 9. CONTRACTOR SHALL LOCATE ALL PROPERTY LINES. NO WORK SHALL BE PERFORMED ON ADJACENT PROPERTY OR ROAD RIGHT-OF-WAY WITHOUT WRITTEN PERMISSION BY THE OWNER. 10. CONTRACTOR SHALL INSPECT THE SITE TO CONFIRM EXISTING AND PROPOSED CONDITIONS AND SHALL CONTACT THE OWNER AND ARCHITECT IMMEDIATELY SHOULD THERE BE DISCREPANCIES BETWEEN THE SITE AND THE PLANS. H. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE PLANS AND THE PLANTING SCHEDULE, THE PLANS SHALL BE FOLLOWED. 12. THE CONTRACTOR SHALL GUARENTEE/WARRENTY ALL PLANTS AGAINST DEFECTS, DECLINE, DEATH, AND SATISFACTORY GROWTH FOR ONE YEAR FROM THE DATE OF FINAL OWNER ACCEPTANCE. 13. SEE CIVIL PLAN FOR ALL PAVEMENT DESIGN AND RETAINING WALL DESIGN 14. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING WRITTEN PERMISSIONFOR ALL OFF-SITE LANDSCAPE IMPROVEMENTS ALONG THE PROPOSED PRIVACY FENCE ALONG THE WESTERN SITE BOUNDARY. THE LANDSCAPE CONTRACTOR SHALL FULLY COORDINATE AND PERFORM ALL WORK AT THE DIRECTION OF THE OWNER. 15. OFF-SITE BUILDING LOCATIONS AND FOOTPRINTS ALONG THE WESTERN PRIVACY FENCE ARE AS SHOWN FROM COUNTY OF ALBEMARLE GIS MAPPING AND ARE ASSUMED TO BE APPROXIMATE ONLY. PROPOSED PLANTINGS SHALL BE ADJUSTED IN THE FIELD AS NECESSARY. OWNER AND CONTRACTOR SHALL VERIFY EXACT FIELD CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. DECIDUOUS SHRUB EVERGREEN SHRUB i --- - - --- - - - --- - --- j HERBACEOUS PLANTINGS HERBACEOUS PLANTINGS iI+ -- ------- - -------- - -------- , + + + + SODDED LAWN LIMITS OF MULCH i - ------ - ------- ------ 2 -HQ --� 2 -HQ --, , 6 CL's ,., : - i 4._ - ._ 4 . LN .. 9R BG — 7 4 I l\ � \ V P . 3 5P P I G c — _ �5 Q 1 r ' 1 — / 9-IVL 15 -HA � 9 -GM T _ , .___ _.'-_ `, ', :�-� �, Y �- — 7 IVF \.__, r? .� -- - - - X -- __ _ i _.. ti x / 8-S G_ 7 H H ,, �t ._ . ,_--, < _ _ _ .._ .. � T . _ �. I — _8 l ,_. -- + F / _ Y i 'l' \ 13 -IVR t _-' + + + t I / , { I t '� i I 15 P A .r I I , I � + 7 I. i G , 5 MF. ,t _1 , , , I 1 I Y' ' I I `t / M T 1 - 1 z ° 12 C Q 1 — I — — LS I I% 5 I + ,� I I I T i I � li 9 -AQ r 1C FR I / 14 PA + + I — + i j. 8 -SC � + + - j- t { I T i + i f R _. t : 5...yV ' ; - \ l -t SA , 14 i, I t -F / i 1 + i , I i - + I - + I \' \ 1 i 4 -IVR \, ;- a+ + ! 7 -PA ---' ' IIIIr I i i I !I , 1 _.+ NATIVE GRASS AND/WILDFLOWER 34 -BG I /I IIIII1. \ I ,r i I I `. I MEA OW G PLANTLN AREA I , 69 -'AM � 1 -CF i. I : I , i 39 AS II x .. a 1 9 E F' t - i t RIVER I 25 MF t LIVING � STONE/� :��. _ _ ! , , ! I ! �� TED ', - I ' _ - IRD,FEED�F�S '- �, III ; I y ASSTS .. .-.t �. 9 - I 9 RF I8 -LN - 8 LN I � �'� - i : - x' IS I � I `'� 5 IVL - _ >' TH, ARBA SHALL �E SOD'DEI�I N FOUNTAIN _ ., TYP. SEE .®fid _ 34'7 -SS GARDE , r , v F � " I i z � I , SEE DTL. 11 �%"' t' '�- �� �, �,'i�(I�H TURF TYPE, ALL , `y' ' - ;. HERBS & ANNUAL. � j�° FLOWERS -PLANTINGS _may E� OD -- F CUE'S : GARDEN "BOLLARD � BY OWNER i _ LIMITS OF MULCH, ,,,__ ` , _- ! 4 _ I _; : 'T -/ 1, \ `' 1•' I - TYPICAL - LIGH�'S, SES ELEC. 'i" ; "" , •i' j " j/ I PLANS. 'TYPIC II/} / r I \ I / nJ µ , _ j w , , _ j , -. _ i EX2f' SAN. SEW. ESMT I_ , _ _ t � - Y - - i _ i I , _ i NOTE: ALL PLANTING -AREAS IN THE ', ' i%-/�'' //L /�! MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP - 4 -EP j' j I INCHES ALL DBL. ING-ARND. HARDWOOD 5 -AMT - - _4=CV 4 -ER / : ' / BARK MULCH. j � j,%,..�, / / %' -6-RH 3 -ER 4 -AT HERB &ANNUAL FLOWER 11- G �� iLj PLANTER BY OWNER - - - - - - - .- a -- ONS „ r ST R ER–j" DNE r % CV � '==,`--- I -� ,. '� �. - - _ r I4 -LA - - f� - - = -� �4 A /'� }��, r �IRD FEEDER, -SE TL',- v ? _ ,l T f . BHT ,. Y HERB &ANNUAL FLOWER - =- _ _ - ' PLANTINGS BY OWN� - - -� � ER - - I 1, �. i r , , Y�" 4 IVL "OWNER FLOWER POTS BY ` i , F _ EDT .. - - ---- D FEEDER, SE > . - _ _BIR % r, ,-- � • , , \, .",..-� SE'E DTL. j - WOOD GARDEN _-.. ARBOR, SEE DTLS. �' .- , ,- ; '' j/ / /' { ;�,; II1 -cc IIII3-MMLROXE�S-. IA - Y / I F> I { - GAR 1M-BC,�LLARD , , CLANS/ T.YPI,CAZ }: r ,,%; - '� ;; ;; , / 1�-AAR. TREES SHALL __ , NOi BE PLANTED'IN,THE I SAN SEW EMENT - 1 � - 'laCP i ' ifLIMITS'OF .MULCH, _ TYPICAL' 01 -GARDEN PLANTING PLAN SCALE: 1" = 10' t _ 01 -GARDEN PLANTING PLAN SCALE: 1" = 10' NO, DATE ISSUE 11/17/2015 - COUNTY COMMENTS 1/19/2016 -COUNTY COMMENTS 3/03/2016 -COUNTY COMMENTS 4/12/2016 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882,3420 ANHOLDLA.COM 0 G O - 2016 01-19 DAVID T ANHOID i ►. f; t ,t n as CERTIFICATE No. v 000311 t r d LND C 8 _.y d Y S SEAQ. KE`( PLAN Per i1ns astman 520INESi SIXTH' STREET C:: ARLOTTE, NC 28232 T, 734,940.0501 F 704.362,4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESE-NTA"t'WE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 civil. I Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 iMecharrir al & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT 11I"L E. BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT Nod 55930.00 DRAWING TiTI._E: GARDEN LANDSCAPE PLAN SCALE: AS NOTED Lml DESIGN DEVELOPMENT PROGRESS NOT FOR CONSTRUCTION 09/08/2015 � Y NO, DATE ISSUE 11/17/2015 - COUNTY COMMENTS 1/19/2016 -COUNTY COMMENTS 3/03/2016 -COUNTY COMMENTS 4/12/2016 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882,3420 ANHOLDLA.COM 0 G O - 2016 01-19 DAVID T ANHOID i ►. f; t ,t n as CERTIFICATE No. v 000311 t r d LND C 8 _.y d Y S SEAQ. KE`( PLAN Per i1ns astman 520INESi SIXTH' STREET C:: ARLOTTE, NC 28232 T, 734,940.0501 F 704.362,4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESE-NTA"t'WE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 civil. I Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 iMecharrir al & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT 11I"L E. BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT Nod 55930.00 DRAWING TiTI._E: GARDEN LANDSCAPE PLAN SCALE: AS NOTED Lml DESIGN DEVELOPMENT PROGRESS NOT FOR CONSTRUCTION 09/08/2015 NOTES: 1) PRECAST STONE, MONTEROS URN FOUNTAIN FROM GARDEN FOUNTAINS & OUTDOOR DECOR. WWW.GARDEN-FOUNTAINS.COM 2) FOUNTAIN SIZE: 47" DIA. X 26" TALL 3) ALL FOUNTAIN, PLUMBING, AND ELECTRIC DESIGN AND INSTALLATION DETAILS BY OTHERS. 08 - ASSISTED LIVING GARDEN FOUNTAIN DETAIL SCALE: NTS NOTES: 1) LAZY HILL FARM DESIGN WITH WOOD POST FROM THE GARDEN GATES. WWW.THEGARDENGATES.COM 09 - BIRD FEEDER DETAIL SCALE: NTS youmay also like RE SHIP to STORE NOTE: PREMIUM STEEL MAILBOX AND CAMERON POLE BY WALPOLE OUTDOORS OR EQUAL. ALL INSTALLATION DETAILS BY OTHERS. 05 - MAIL BOX AND POLE DETAIL SCALE: NTS NOTES: 1) FENCE SHALL BE WOOD. ALL CONSTRUCTION DETAILS BY OTHERS. 2) SIZE: U-0" HGT. 3) FINAL COLOR SHALL BE DARK SHUTTER GREEN OR AS DIRECTED BY OWNER. 06 - SCEEN FENCE DETAIL DETAIL SCALE: NTS NOTES: 1) POLISHED BASALT BOWL FOUNTAIN BY COVERALL STONE OR EQUAL. WWW.COVERALLSTONE.COM 2) SIZE: 24"-30" DIAMETER, 24" HGT. 3) ALL FOUNTAIN, PLUMBING, AND ELECTRIC DESIGN AND INSTALLATION DETAILS BY OTHERS. SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT I AND SPACING. TREE TIES, SEE SPE THREE 2" SQ. OAK'-': SET 120 DEGREES APART FINISHED GRADE APPLY 3" OF MULCF PLANTING AND WAT THOROUGHLY 4 " COMPACTED EAF WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT RQMTS, PLAI PLANTING SOIL AME REMOVE BURLAP & FROM TOP 1/3 OF RI BALL UNDISTURBED SOIL 01 -TREE PLANTING DETAIL SCALE: NTS SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY ARCHITECT. MULCH 4" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. SEE SPECIFICATIONS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. GROUND COVER AND/OR PERENNIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, & SOIL AMENDMENTS, SLOPEPLANTING BED FOR POSITIVE DRAINAGE I1Iur#A SET SHRUB PLUMB, TOP OF ROOTBALL SHALL NOT BE MORE THAN 1 "ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OFROOTBALL 3" TALL WATERING BERM FINISHED GRADE W NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. LAYOUT VARIES, SEE PLAN SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. MULCH 3"DEEPAFTER PLANTING AND WATER THOROUGHLY FINISH GRADE 03 - PERENNIAL PLANTING DETAIL SCALE: NTS SUBG ADE Garden Arbor With Arch and Walk Gate SK .: G'ar en a ... Mth and , `ial3 Gate ate er t s ;,. a #.J€d'w.-.. £.�.:;�:-3'�r'ra Y ?3f�3 d� ?k."3i:.3e.F.3`u 3 0£1, 4:-t .:haim u'. f;)-:.;r1,rap�3`Fs;J_ ` ? •SI ;E rE '"s £ YS7 fr..i r> are <.- u>•'iaNle 3o.'Iffe this. i3rry'7`uc, ovlhne. PfeaSc pJH 80-4;?^6J 6 aF,4 >ev iafl be dex��,.'{IxuC'u s-<ihe of NOTE: ARBOR WITH GATE BY WALPOLE OUTDOORS OR EQUAL. ALL INSTALLATION DETAILS BY OTHERS. SCALE: NTS SCALE: NTS NO. DATE ISSUE 11/17/2015 - COUNTY COMMENTS 1/19/2019 - COUNTY SUBMISSION AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM 4 2016-01-19 '4G� DAVID T. ANHOLD CERTIFICATE No. 000311 ti _LdNDSGAY$ 44 SEAL KEY FLAN Perliflls Las man 520 WEST SIXTH STREET CHARLOTTE, PSC 28202 T. 704,940.0501 E. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil 1 Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: LANDSCAPE DETAILS SCALE: AS NOTED L-2 DESIGN DEVELOPMENT PROGRESS NOT FOR CONSTRUCTION 09/08/2015