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Home My WebLink AboutWPO201500055 Plan - Revision 2015-11-20BRANCHLANDS MEMORY CARE & ASSISTED LIVING SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE.- 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.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 DISTRICT: 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. VSMP WPO 201500055 COUNTY OF ALBEMARLE, VIRGINIA 8/24/2015 Starbucks o ,'$ Charlottesville �. �. Fashion Square Mall 1695 woad Grill Buffet 1427. �- r SITE LOCATION ICHLANU, t?r ��! C k �. r r ! ►. . I BRANCHLANDS %1r RETIRE VILLAGE nk VICINITY MAP SCALE: 1" = 1,000I OWNER: WIAL LLC 12095 GAYTON ROAD RICHMOND, VA 23238 CONTACT: GRAHAM ALDELMAN 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 TF !P S61@PF INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBELMA-RLE COUNTY SERVICE AUTHORITY C1.2 NOTES & 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 TOTAL: 12 SHEETS APPROVALS DATE DEPARTMENT OF C0TNB UNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBELMA-RLE COUNTY SERVICE AUTHORITY VIRGL'*,1TA DEPARNMNT OF `I`RANSPOR.TATION HEALTH DEPAR.TNMNT NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 00000% 0 • 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 34.295.8317 WWW . timmons,com Site Development Residential lInfrastructurel Technology CRA_TG W J. TKrJF. iRSKI Lica No. 0+02038507 ash I I /1 -71115 r4y. SEAL KEY PLAN PerldnsIlLviastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / 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: 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 NOT FOR CONSTRUCTION 08/24/2015 7 STEEL CAP 6" DIA. STEEL PIPE FILLED WITH CONCRETE AND POWDER COATED 3.5' = (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH IWIT—III—III—� I I I—I I ITEF, —IIM111 ' l l=1 11=1 11=1 I I- • �I'- m 3.5' r G ; 2'-0" DIAMETER 3,000 PSI AIR -ENTRAINED • CONC. FOOTING 2" MINIMUM CONCRETE BELOW STEEL PIPE BOLLARD DETAIL No Scale FRAME & COVER (SEE FIG. S - 1 - D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA �� r V-0" MAX 21 _ 011 a ° RUBBER COATED STEEL STEPS CAST IN PLAC 4 3'- 0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN O RING SEALS 4 16 MAX MINIMUM ELEVATION I' DIFFERENCE ACROSS M.H.5" 41 - 011 51 FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRET ° VARIES DEPTH OF FLOW a CHANNEL TO BEFILLETS 3/4 DIAMETER O I CONTRIBUTING =a SEWER. ° ° a T a ° 1211 A FILLETED INVERT FOR A SMOOT 8 TRANSITION OF FLOW BETWEEN Q INLET & OUTLET PIPE SHALL BE 0 PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOIFHE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. \ \ cD 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. \ N N TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N.T.S �rn W FIG. S -I -A MAX. 6-0" CONCRETE MORTAR RUBBLE CONCRETE HANDRAIL (GUARD) INSTALLATION ON WALLS TD - 21 HR -1 12" MIN /2" DIA SOLID STEEL SMOOTH D ROUND ROD (TYP.) OR 1" STANDARD PIPE. ao p" O.D. STANDARD PIPE FOR RAILS z" O.D. EXTRA STRONG PIPE FOR POSTS Nt 12" ' MAX. A - WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH BOTTOM RISER GROUNDING I I ' 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 -SP1 O.D. CAULK AROUND ALL POST GROUNDING WITH SILICON SEALER ELECTRODE ROUND ROD CN Y4" DIA. WITH TURNBUCKLE BOLTS (TYP.) SP4 O.D. METAL SLEEVES TO ;. :. BE CENTERED IN TOP OF WALL 12" CONTRACTION JOINT END OF RETAINING WALL �• ` ': '�' :. •: REQ'D. RW -2 RETAINING WALL—/ 4. .. ALTERNATE INSTALLATION ON WALLS THISE HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR 8' MINIMUM IMPACT FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED. CONTACT WITH SOIL HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. SPECIFICATION \V=T REFERENCE STANDARD H AN D R AI L ROAD AND BRIDGE STANDARDS 504 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.05 FI W B,,.�� LU J z w J O I CONC. BASE H SLOPED TO FLOW INEL 1/4" : V MIN .40 BRANCH FIONS TO 1H LES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S - I - B TD - 23 EXIST GRADE METAL 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 0 o GEOGRID REINFORCING AS SPECIFIED BY MANUFACTURER STONE FILTER BLANKET 1 o�cO CONTINUOUS ALONG WALL AS SPECIFIED BY 1 �cb MANUFACTURER 1 BOTTOM OF WALL ELEV. VARIES o� REINFORCED FILL � 4 a O — — _ _ _ _ _ _ — _ _ _ — FOUNDATION SOIL FOUNDATION AS REQUIRED PERFORATED PIPE AT BASE OF WALL; BY MANUFACTURER DAYLIGHT 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 wQ J 0 O V1 0 o N E oCn m Cnw \00 om o O J O Y _ J0 _ 0 = N (L E E \ E N E \ 00 t� W 0 0 _ 0 oEocYil �E E O E Q L� Y o ^ O 00 0 _ N F- N (0 E Nu NuC.9 U E z L� (Wig cD W O of a- Q \O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT—/ TREATED FINISHED GROUND 2 x 4 MARKER h PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45 n 0'0" IN LINE WYE -TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD -27 Ir LL NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology CRA-TGW J. KO'TARSKI Lic. Aro. 0402048507 /I%/15 �- ti SEAL KEY PLAN Penins ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / 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: BRANCHLANDS 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 NOT FOR CONSTRUCTION 08/24/2015 �� r E N E o0 E \E oto �c �n I z a Q Q 0 E E N E E g E �_ E o f W \ \ cD C- 0 \ N N d' (n r� 7u O N r� �rn W N N Q TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT—/ TREATED FINISHED GROUND 2 x 4 MARKER h PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45 n 0'0" IN LINE WYE -TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD -27 Ir LL NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology CRA-TGW J. KO'TARSKI Lic. Aro. 0402048507 /I%/15 �- ti SEAL KEY PLAN Penins ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / 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: BRANCHLANDS 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 NOT FOR CONSTRUCTION 08/24/2015 / / / / MHD (W/ 4'S TACK) \\,� / / / 12" DEC \0 ��\ TOP=427.88' 6� / / /' , a '� � GO INV. SECTION 1 FLOOR=423.66' \ INV. 1N=419.77' 12" RCP \ INV. BOT=414.97' 36" RCP OBSERVED /' / 3 / MHS *NOTE: STRUCTURE BURIED 2' TOP=435.57, BELOW GRADE SD CURB INLET // /'/ `, 5P INV,1N=423.56' 8" PVC TOP=431.88' / / /' 8" DEC INV. OUT=422.94' 8" PVC c TMP 61Z-3-101 to 206 / / INV. OUT=422.58' 12" RCP NIF \ BRANCHLANDS PROFESSIONAL CENTER LLC ' �/ PARKING �� DB. 1712, PG. 530 / / / lG ` LOT I ZONED: PUD /' I ` 8"DEC a\ -X I TMP 61Z-3-4 WHSB, LLC / is o \\ „DEC ' / / I I DB. 3540, PG. 710 /I \ \ ' / / \ I ZONED: PWD / CANOPY 0 l \ 121, RCP �`/) / / y X55 Q(j�3� Q��LQ� X36 EC �� FFE=436.41' lip" G /� // �L0 �� / JJ' VA `. I P �1 g1' 1 �. v HVAC UNITS (2) "DE 2.75'x2.75' Q Qj• 2 y (1 (ON CONC. PAD) 10" DVG 10' DRAINAGE ESMT. ' !/ I �\ / // / v � M / \ �� y 5 U / /i i (APPROXIMATE) / / I I / ' I / c / / , i py2 v `z.rta�`�� csv. V.VG 6 C l� VCA VCA CA IRON (F) DB. 1497, PG. 193 \PARKING 1 ' / / / / / / ' ��_ / / �1f10 l A \ SPACE I �Q�., / HVAC UNITS (2) TMP 61Z-3-IOA / / / , s oC0 J \ \ \ /6'6?\� , 2.75'x 2.75' STORE MASTER FUNDING IV LLC / / / , �' \ tD ^ \ \ ` �\ (ON CONC. PAD) DB. 4395, PG. 221 CONC. ZONED: PUD / / / / - - / / / / / GQ / / / G� \ \ V 6„ / STOOP 'IRON (F) 1 y v% \ V / 'k, D` y , MHS / /'/ / / ,�j� / / / / i"i w I , < TOP=432.71' /Z' INV. 1N=425.30' 6" PVC (EAST,' BLD LATERAL) 'OHO/ ��/ / / / / / / INV. 1N=424.86' (SOUTH; APPARENT 0.11' / /' , / / / / o \ or, ( �-� STUB -OUT, SIZE NOT DETERMINED) RCP / M I "o, 4" LiV INV. OUT=424.73' 8" PVC WJE) / / ; i , \5 / / ��j' / / , / . - J I I F O \� i:�, O� FFE=444.88' RCP GAS -LINE V v V A� I \ I -� BRICK WALL / APPROX. V \ /vv� 14"DC (1'W) . A RETAINING(TYP) \ _ -Ng , - -AAA v WALLS (I' WSEE NOTE 3 tr 3.8 -7'/ /-��$Iv A \Y\\ ' CONC. GRAVEL PAD v / - -42 I 1 � A A _ STEPS i REMNANTS,/ _ I 1 / (4) :� � '�/ � - - - � �' I I � THISAREA rci *j; / /' // /// l / / IRON \ \ , c / l / / / / / / / / / O 11 i / v v � SD C�1RB INLET � I / ,' / / �// /� , �s , coNG� � \ (F) \ \ '/ ' / / / , j p., �) i NO PARKING SGR�E/N yO S� / STEPS 3 1 i \ \ TNV. �T ;418.83' / \ ��O / / / PAR`KI Cv P� / /i/ I �� (LOADING) \ 7�MP 61 3 5A / / , _ 42JR P I i / ,�/ / �'/' f I \ / / / / / / / / �/ l / lROI�(F) �,.i'i� 'mss v� \ �1 5 WIAL LLC ' 1 QAC / / v v I OGT '/ / /% (PHAS42B, BgANCHL,� ND / / / / / �� / / / / / �a� / / r f X� VSA \ SQA �� RET4REMENT VILLAPE) �// �/ / ��i ✓� ; / /, / DB. 3541, PG. 671 ASA HALT /� \ \PPQP REdNANr-S 1(Ge W60D % (PG/ 72, PLAT)/ , 1 v \ \NSE / , /i' ZdNED: PUD,15' VEPCO ESMT. v v TMP 61Z-8-12 v \ I V\ y v bo �� /I l l III / t// //�51� �V - \ \ / / / / �, / l I / / \ DB. 855, PG. 275 \ - v� �� // tk / / �5 / JAMES A. & \ � � � v� � / - / / � . RUTHE C. SWEET y �'A v / ' ' / / / l l 1 I / / �� & CENTEL ESMT. i /�`\�\ '/ / / / �i/ / / I I f I / l / l ��/ A DB. 786, PG.\494 \ �� DB. 3986, PG. 58 � * \ ZONEDPUD _ 2 v / ; � v / I / / I I APPROXIMATE LOCATION : � _X� �� / / / !! / / / / / l l I I I (SEE NOTE 5) 20'SAN/TARP ,1 \ \ SEWER ESMT. B" PVC DRAIIj✓AGE PIPE v . DB. 1559, PG. 404 / \VyV v // / OBSERVED ROUTEAIOT DETERMINED /\V I GN INV.=4118.87' / / / / l ;, I SD CUO INLET TOIP=440.71' //NV. 1N=435.53' 12" RCP I / �' �� l / l ! v (/ ,INV. OUT=439. 53' 12" RCP / `/ / / I / o> / v // sw I 15 DEC 0 1 / / / I YONG. I TSPS 3 1 TMP 61Z -8-A / \ �\ \ \ I \ \ 1 I / I / i / l / / / b l / / �' 12„ / (W/RAIL I D BRANCHLANDS PROPERTY / �� f \� IA\ \ I I // / / / // l / /// cNFR'�`�`� 1 OWNERS'ASSOCIATION \ \ ( / / / l / / / / _ 2b,, OAK I C/o DBE1994AL RPGP�81 Y 13 \� ��\ I\I \ \ \I \ C', // / / / O /l l l l / // // l / / Yi/ BLOCK WALL I n X51 I / 1\ ZONED: PUD \ti �0N ' 4"DEC /l \ \ I \\ \\ � � I ' / �� // // 11 11 11 l / / / /��/ \ (1 W)11 / /� (� � A\ / GAZEBO \ 1\ + \ \\\\' \ �, I / / / / / / %/ I / ,;/ \ I ON CONI. 11 \ �'°'.Q \ / / / / PAD I \ 8 DEC / \N°�� 2\tic \ \ \ \\ \ / // / // /// / / ✓ Isw \ (LSA) ' L OAK 1 �2 \ 6" OAK 6 P C� 51 / y / / / / / / / �Re o l \ � Aw c< �5�QG• \ a \\ PJ \ 31��° \ /� 1 / / / I Q �° / \ ( V� 2 Q MHS � / � / / // � � \ \ 1 \ 1 `� �2 0' I / I I I / /v I / UA IRON O \ \ 1 G TDP=423.03 / /' S \ _ \ QQ'G 0\� /INV. C/L=419.61' \ I /� / ENE / /�l/1 SONG \ \ (DISTURBED) \\ \ E I (SHAPING PRESENT, / '1N' ORIFICE CLOSED) \ I I I jl v \ INV. OUT=419.33' 8" PVC l l I V l /l I f v (APPROX LOCATION) MHD GROUND=440.59' \ CURB & \ \ / RECORD DATA INDICATES \SW CUT \, � O v v /` STORM MANHOLE STR,' G�P�°��g� Q Quo /��'/ v �' IRON SD CURB INLET LOCATION PER MAGNETIC �\ b\ 0 / ,'i � v� TOP=439.73' SIGNAL, BELOWASPHALT SD GRATED INLET INV. 1N=430.23' 12" RCP (2.5'x2.5) \ //// / A �� rA� v INV. OUT=430.18' 12"RCP TOP=422.36' �'/ / / / sr`�o 5� 5�x v INV. BOT=420.10 IIS off' SD CURB INLET G ' .88 APPROX. GAS -LINE, INV. BOT=417.88' 88' DIRECTION i APPROX. 12" RCP ENTERS, (TYP) SEE NOTE 3 15" RCP EXITS i / 00 iz / SCALE V=20' EXISTING CONDITIONS 0 20' 40' / / / / Cl) G) MHD (W/ = 4'S TA CK) J\\,� /// 12" DE �p\�(\� TOP=427.88' 0 / �' / a l GO INV. SECTION 1 FLOOR=423.66' \ INV. 1N=419.77' 12" RCP \ INV. BOT=414.97' 36" RCP OBSERVED / / ��' 36 / \ MHS *NOTE: STRUCTURE BURIED 2' SD CURB INLET /'�/ / ` 5P�/ NOP=4 5.57' ' 8"PVC \ BELOW GRADE / ' TOP=431.88' / /' 8" DEC INV. 'QUT=422.94' 8" PVC 01\/ INV. OUT=422.58' 12" RCP / /' a TMP 61 Z-3-101 to 206 / \ N/F \ BRANCHLANDS PROFESSIONAL CENTER LLC ' 17) LEGEND A DB. 1712, PG. 530 /',' / G�� `y PARKING o `\ \ ZONED: PUD / I II /i / 8"DEC I LOTv ASPHALT TO BE REMOVED A v v / //// ,' . I 1, TMP 61Z--3-4 5P �� WHSB, LLC � � �� '0 \� I "DEC DB. 3540, PG. 710 \ a TREES TO BE REMOVED \ \ / �/ \'/ ( // // / I ZO : PWD / CANOPY SAWCUT ASPF*LT PARK #G A02 SP c' REMOVE TREE � I � - / � ' / \ ` / � a `v / / / �/ / CZEv�, S� 6 MOVED I / i / 6 Q p36 EC �FFE=436.41 ' 12 RCP �`� -77 a HVAC UNITS (2) \ �1 Com. / "DEC 2.75'x 2.75' t` �� o�. ov' 2 Q (1 (ON CONC. PAD) 10" D G� VQ �� 10' DRAINAGE ESMT. ' 'i I AI / / /� / ' % v �0� I II �� /I' / / �j / v I v S'� o G C. (APPROXIMATE) / / / / I /I / , ' IRON (F) vv��cs v �G 6 C DB. 1497, PG. 193 / / /I / / �' b6' v v 1 �� v G� ��gow�5�0 l P R N TMP 61Z--3- IOA / ' i /' / , / , / �� y, / 051 / l SPC l \ / . / HVAC UNITS (2) / 6' tJ'- \ , 2.75'x2.75' STORE MASTER FUNDING IV LLC / ' /' /' / / , �' �(k� /� \0 (ON CONC. PAD) DB. 4395, PG. 221 , / , , / /, / / / i, REMOVE CUR I CONC. ZONED: PUD 6STOOP ' r 6 / O ( I� , �/ERIFY STUB OUT IS NO i RELOCATE LIGHT POLE /,� / 1510 1 / / / CONNECTED. REMOVE AND \ / REMOVE MHS / REMOVE EES , / / PATCH MANHOLE 1 / AND STAI�j /N=44 5.30' 6" PVC (EAST; BLD LATERAL) OHD / f pti 1/ / / / / / JG , �� INV. 1N=424.86' (SOUTH; APPARENT , , / SAWCUT ANO / RCP //� ' ti�/� / / REMOVE SIDEWALKS �r'� y STUB -OUT, SIZE NOT DETERMINED) NE / / / /5035 / / / JG� AT NEAREST JOINT 4"QFC k� INV. OUT=424.73' 8"PVC \ G, O FFE=444.88' RCP REMOVE PIPE AND IIyYET �p1r�G �� / - V, REMOVE CURB CONTRACTOR TO� 053 / I COORDINATE RELOCATION w G> �,� / (MODIFY PER SE .1 ES A i / C / I BRICK WALL WITH COIN TRU TION �� /i / / ' �O, \ GAS -LINE, I OF TELECOM LINE ��' v 14"IDC BREAK AND (>'W) APPROX. I �' / SEDIMENT TRAP. �R V / ��/ , \ / \ \ \ REMOVE ;glNING o2C WITH SEDIME ). /FSE OVE PU I �� v (TYP) �� CONTRACTOR TO �� , _ _ v I - SPE. -(1'w) ' ; , M , l SEE NOTE 3 COORDINATE RELOCATION 1 \ I � 'y 3.8 REMOVE GRAVEL v OF GAS LINE OG REMOVE ALL ,42$ (ONC. vRAVEL PAD GRAVEL /// - � I \ / S EPs / -f REMNANTS. REMNANTS r� '' - - - � l (4 , ' /"'' % A UT THIS ARE/ \ / / /' / / URBAND /\ / \ RE TREES I I I ' / %' SIDEWAL VA / ► / // / I EGJ CONTRACTOR TO ' / �� l / I l i'.a tel/ ♦ SAWCI / /ASPHALT` � \\ / I ► l I I J /D, \ ' ASPHALT \\ COORDINATE THE / / /, , v / / , -/ 10 VA /IRON v B N II RELOCATION OF GAS LINE(APPROXIMATE LOCATION) Mg/5)4T r CONTRACTOR TO ( / ' / W11-117 LC COORDINATE THE / / ASE/2B, BgANCHL.jI RELOCATION OF ' RET4REMENT VILLAS \ 14V' / - \ \ TELEPHONE LINE / /DB. 3541, PG. 67/ ASPHALT \ / / ; ' RENIINANTS I \ \ w o \ . ✓ _ - -(� / (PG./72, PLAT) /i' ZdNED. PUD F / TMP 61Z-8-12 JAMES A. & RUTHE C. SWEET ' V DB. 3986, PG. ZONE' REMOVE PIPE BEFORE INSTALLING SEDIMENT TRAP \ \ \ _ / REMOVE G4VEL / \ 20'SANITARY _ � � / / 18" PVC DRA11YAGE PIPE' t \ SEWER ESMT. /I REMOVE INLET / I\ i DB. 1559, PG. 404 / \ \ / / OBSERVED,• / / I I \ ROUTEAIOT DETERMINED INV. =4,18.87' DE� \w\ / SD CURRR INLET // / // EMC6\I'E \ I 2� I I I REMOVE PVC PIPE // TOIP=440.71' / I /PIPI- I INV. 1N=435.53 12 RCP \TMP 61 06,\ /NV. OUT=439.53' 12" RCP / I FMOVE CAB WHSB / 3540, ONED TMP 61Z -8-A BRANCHLANDS PROPERTY' REMOVE WOOD FENCE �f. OWNERS'ASSOCIATION ON P C/o REAL PROPERTY \ \ DB. 1994, PG. 181 ZONED: PUD6\ti N' [k�°� 4 DEC Vy 8" DEC s \ \ \ / ,' a s 6 JP (� 51 / \ \EASEMENT TO BE \ �� S�QG J° / / \ \ ' \ VACATED / / / \ /�� \ Pv°9 \,P- o, V R MOVE 10 I I I I 1 / I ( INLET MHS I / I / GGA 6. � \,N TDP=423.03' I / I Iq�G}o / I / 'cr\ / S \ IRON (><) \ Q� ti0 INV. C/L=419.61' / ENE l /��' I �, �0 G (DISTURBED)_. v (SHAPING PRESENT, {;' / /�� / I / G SAW T AND \ y / '1N' ORIF/CE CLOSED) \ /I I `� / v��/ \ \ \ REIAV -Vt' \ \ INV. OUT=419.33' 8" PVC / / / A I I � ;-SIDE AL�Af' \ AWCUT ANC NST AINT �6 G �/ /// �,v REMOVE CURB , 'V v ��;�' BREAK AND ` v / Q6�.� �( p13 ��'/ / REMOVE\PIPE /\ ' ; I O PARKING SPACES\\� (LOADING REMOVED r D n 7R6 P 4. P R Xl A E O ATO i � �, �G•g / I 3"I7E \ PARKING „DEQ SPACES f / � REMOVED a 15" DEC I TMP 61 //sw C". I ' WH ONC. (3) 1 OV _ W/ RAIL D�. 3540, 12 HOLE I - -+ - - -1 �ONED. (i SPACESV) R&MYED \ \ IB zEB0 \ \ ON CONC. II \ r PAD 0�2" (LSA) OAK \ 6" OAK W-CWT�P\H \ i .L CATE SIGNS \\ 1 \ \ I \ \ E \AP \\ lb,Q QJ / J \ IRON(F) or-,\ SD CURB INLET SD GRATED INLET \\G a1 \`\0° / \ \ \ TOP=439.73' 2.5'x 2.5) \ ° ti0i / V i �k�� v INV. 1N=430.23' 12"RCP INV. OUT=430.18' 12" RCP TOP=422.36 INV. BOT=420.10 �� 11 CL 0 QG' SD CURB INLET G TOP=426.88' APPROX. GAS -LINE, INV. BOT.=417.88' DIRECT/ON APPROX. 12" RCP ENTERS, (TYP) 15" RCP EXITS SEE NOTE 3 i / / DEMOLTION PLAN i i i (APPROX. LOCATION) MHD GROUND=440.59' RECORD DATA INDICATES STORM MANHOLE STR, LOCATION PER MAGNETIC SIGNAL, BEL OW ASPHAL T LY) 00 0 z SCALE V=20' I NOR 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 00000** • TIMMOMS 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 lResidential l Infrastructure l Technology r Q CRXTGV1. J. KOTARSKI Lic. No. 0402048507 �I -7115 , O SEAL KEY PLAN Penins Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / 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: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EXISTING CONDITIONS & DEMOLITION PLAN SCALE: AS NOTED C2.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 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 SLOPES. 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 VESCH 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 GRADING 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 IMMEDIATELY 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 TO. 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 SEDIMENT 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 EXCAVATE 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 SEDIMENT TRAPS MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 7. 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 -CONSTRUCTION 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 ON 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 AUTHORITY. 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 ZONING 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 9:0013M. 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 STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO 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/ACRE AND CONSIST 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 COLLECT SEDIMENT 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 17-2078) TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS MINIMUM STANDARDS: "QUICK REFERENCE FOR ALL REGIONS" AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH PLANTING DATES SPECIES RATE (LBS./ACRE) THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS SEPT. 1 - FEB. 15 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 FE 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 ESTABLISHED UNTIL A MA 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 CT TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BEMADE 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 DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. 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 WILL 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 CONTAINED 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 BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING 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 IF 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 STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN 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. CP C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVEDSEDIMENT 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 PROVISION 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: ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS 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 INDICATED 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 EROSION 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 EROSION CONTROL DEVICES IMMEDIATELY. 5U/5U IVIIA Ut- ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) B16 - APR. 30 ANNUALRYEGRASS 60-100 (LOLIUM MULTI-FLORUM) 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) 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. 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION TDROP INLET WITH RED TOP GRASS 2 LBS. FRAME GRATE 18" MIN. SEASONAL NURSE CROP * 20 LBS. -FRAME FLOW 150 LBS. 1.5' _i�i - LOW -MAINTENANCE SLOPE STEEPER THAN 3:1 MAX. -- -i�i �� _ KENTUCKY 31 FESCUE ) 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. �v MIN. CROWNVETCH ** 20 LBS. O O 4.5' MIN. 150 LBS. - GATHER � � EXCESS DD CWD AT * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES J CORNERS TEMPORARY DIVERSION DIKE AS STATED BELOW: PERSPECTIVE VIEWS FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE No Scale MAY 1 ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET STAKE AUGUST 16TH THROUGH OCTOBER ANNUAL RYE GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER 12" 70' MIN. 1 5:1 EXISTING A 3' PAVEMENT FILTER A MOUNTABLE BERM CLOTH (OPTIONAL) EXISTING GROUND SIDE ELEVATION 70' MIN. WASHRACK0' MIN. B OPTIONAL • 10 12' MIN. MIN. VDOT #1 COARSE AGGREGATE B POSITIVE 110. MIN. EXISTING PAVEMENT RUNOFF WATER WIRE MESH bottom of stone weir (ft) drainage area (acres) (<3) DRAINAGE TO 0.91 trap volumes: weir length (ft) (6x DA) 15.0 incremental FILTERED WATER MUST EXTEND FULL WIDTH OF SEDIMENT 859 dry storage provided at this elevation (cy) 423 1139 INGRESS AND EGRESS OPERATION TRAPPING DEVICE 1203 o a a e 425 1385 47.9 PLAN VIEW 1573 e 12' MIN. _ VIII. _ ma o o a =3" MIN. ff IT =III -III- 3" MIN. iIIII a SEDIMENT- I I a "� FILTER CLOTH SECTION A -A CONCRETE GUTTER - �� - CURB INLET 12" 6-7 " GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CE O REINFORCED CONCRETE DRAIN SPACE 3.02 O OCURB IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 O SECTION B -B UNPROTECTED AREAS. STORMWATER INLET PROTECTION STONE CONSTRUCTION ENTRANCE No Scale No Scale COMPACTED SOIL 3.09 """""""' 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE FABRIC �, II ALONG THE LINE OF STAKES. SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF II��I _ , MIN. 6' r / FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL _�- OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU' OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED /Jfill DETAIL A MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE FLOW�4„ ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER ELEVATION OF STAKE AND FABRIC ORIENTATION III III SEEDING PERIODS; ADD 10-20 LBS./ACRE 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 IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07-1 3.32 CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. PERMANENT SEEDING MIX FOR PIEDMONT AREA STORM DRAIN INLET PROTECTION - I FLC No Scale No Scale III Table 16: Sediment Trap design (spec 3.13) Sediment Trap design 61.0 bottom of stone weir (ft) drainage area (acres) (<3) wet storage provided at this elevation (cy) 0.91 trap volumes: weir length (ft) (6x DA) 15.0 incremental elevation (ft) area (sf) volume(cy) 422 859 dry storage provided at this elevation (cy) 423 1139 37.0 424 1203 43.4 425 1385 47.9 426 1573 wet storage wet storage required (cy) (67*DA) 61.0 bottom of stone weir (ft) 423.7 wet storage provided at this elevation (cy) 63.0 slope of wet storage sides 1:1 weir length (ft) (6x DA) 15.0 dry storage: bottom of trap elevation (ft) 422 dry storage required (cy) (67*DA) 61.0 crest of stone weir 425.0 dry storage provided at this elevation (cy) 61.0 slope of dry storage sides 1:1 top trap dimensions 18'x76' ST 3.13 SEDIMENT TRAP No Scale TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA NOTES APPROXIMATELY 200 STAPLES ANCHOR REQUIRED PER 100 SQ. YDS. 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" JUNCTION MAX. STEEPER THAN 4:1 SILT FENCE (W/O WIRE SUPPORT) SLOT EDGE AND END JOINTS CHECK SLOT TO BE SNUGLY ABUTTED I I I I I I I I I I No Scale I (JUTE MESH WILL HAVE I I I I TERMINAL FOLD STAPLED LAP JOINT IN EDGE JOINT LIEU OF I 5f,r)-IN E . --_ __ 70' MIN LAP JOINT 2" MIN. I I I I I I I CONSTIRUCTI014 TAMP FIRMLY (JUTE MESH ONLY)3" XM -2A ASPHALT 701 ANCHOR SLOT 5' MAX. 4:1 OR I I I f CO i R`�L FLATTER 3' MAX. 2% �'jJ 2% STEEPER THAN 4:1 I I I I r - F --- T � I � O I I I I I I N I I I I I I '-6" M'?Pi. 21A AC,vk-EOr'~<TE BASE I I I I I CHECK SLOT�� I I I I I I I � I I I I I I I I I I (PERSPECTIVE VIEW) i" TO FTAMAMLY CHECK SLOT z � 4i C t---VAR.--i-VAR.---i2„ 00 0 0 _ 1-- N CHECK SLOTS AT MIN. STAPLE FORMED FROM NO.11 STEEL WIRE. 50' C -C INTERVALS; 8' STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL 6" STAPLE MIN. LENGTH FOR OTHER SOIL. COMBINATION BLANKETS TERMINAL FOLD SOIL STABILIZATION BLANKET EC - 2 No Scale TYPICAL ORIENTATION OF TREATMENT - 1 SOIL (STABILIZATION BLANKET) SHALLOW SLOPE "T ON SHALLOW SLOPES, STRIPS NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. WHERE THERE IS A BERM AT THE TOP= BERM FETMW OF THE SLOPE, BRING THE MATERIAL pF WMMTF- - - OVER THE BERM AND ANCHOR IT T i STEEP -�I - „ L BEHIND THE BERM. r,-„ SLOPE ON STEEP SLOPES, APPLY PROTECTIVE E -COVERING PARALLEL TO THE DIRECTION -'I'm OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE r VARIABLE TERMINATING THE 4� INSTALLATION. TURN THE END ORIGNPL CREST OF STONE WEIR yATtIARLE� FLOW UNDER 4" AND STAPLE AT 12" 2 GROUND I---� DITCH INTERVALS. ELEV. L 1.0• DRYSTi)RAGE - VARMLE w -m IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN -I T1-1 THE CENTER OF THE DITCH IF AT ALL POSSIBLE. WET STORAGE 4' IA4X. (EXCAVATED) ,FILTER CLOTH OFNGINAL GROUND BM 3.36-1 ELEV. • -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP -coarse aggregate shall be V DOT #3, #357 of #5 weir length (ft) (6x DA) 15.0 bottom of trap elevation (ft) 422 bottom trap dimensions: 16'x52' top of dam elevation (ft) 426 top width of dam (ft) 2 top trap dimensions 18'x76' 3.13 SOIL STABILIZATION BLANKET (EC - 2 No Scale 3 JNE CONSTROC 110 ACCESS \ PROFILE 70' MSN. __ ,- ASPI tALT PAVED �0 / WASHRA:ICK EXI` µiNC PAVTMFNT i EXISTING 2% 2%�.._ PAVF VENT r 2% 12' M N,+ 1 i t "MUS,L TLItii FULL V1il T F! (?I _ --- POSIT VE DR,t,LNAG[-, TO SEDIVE.NT OF INGRESS AND' EGRESS r RPPING DEVICE OPERATIO`d PLAN ORAINACA--. HTO S,:DIv'EN29 i, '.. _I TRAPICE I.: ILTE < SECTION A -A A. iiiii1 tiiIItn watef tali of 1 inch iiitist be uistalled witli a timihinurn 1 iiich haffcock shutoff valve suphlyfag a wash hose with a diaiiietef of 1.5 itic.hes for tiadecitiate coixstalit 1.lresstwe, Wash watef tintst be carried away froiii the eiitraiice to ati approved settliti: area to fetiiove sediiiieiit. AR seduneiit shalt be prevetited ffoiii enter-hig storlli dfaiiis, ditches of watefcotu';se. . PAVED ASH RACK NO SCALE PAVED CONSTRUCTION ENTRANCE No Scale VDOT #1 COARSE AGGREGATE • •. CD 3.20 ROCK CHECK DAM No Scale NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology t � � Q CRA -TG W T. KO*FARSKI Lic. No. 0402048507 r• SEAL KEY PLAN Penins ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / 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: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EROSION & SEDIMENT CONTROL NOTES & DETAILS SCALE: AS NOTED C3.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 \ G) / \ 'G) / c MHD (W/ - 4'S TA CK) ��,� i ,' 12"DEC\ �0(\� ��,�� /', /2"DEC �0 TOP=427.88 / ,' / a l Gp �� , / a `G011 INV. SECTION 1 FLOOR=423.66' \ INV. IN=419.77' 12"RCP \ INV. BOT=414.97' 36" RCP OBSERVED *NOTE.' STRUCTURE BURIED 2' BELOW GRADE / SD CURB INLET TOP -431.88' sV" DEC 8° DE INV. OUT=422.58'12"RCP PARKINGo cA I PARKING �vb LOT 8"DE 8" DEC 51 I Al, LOT b DEC b ` v"DEC CANO 0CANO / / I 0 00 / ��, A I \ �� / 1 VA / i \ I 20 G) I _ / �o 6 ' / / I , I 5 �6 Q k36 EC FFE=43 I /� //' / / I\ I / 16 6 Q R36 EC •� FFE=436. _ A / 12 RCP 5 3 Q• V /i / 5�(j 9 !�L QG. 4 1b co 1 + HVAC UNITS (2)IP 00 IP 1, a HVAC UNITS (2) 'V1� I , 'DEC 2.5'x2.75' / / \ \ /'R� �� \ Q 1 2.75'x2.75' i A // b D rLb V N 1 " DEC �/ �' 2 (1 ( ) / / i / D ON CONC. PAD / / / / O � , / � p�� 2 'Ll ( ) / / ON CONC. PAD / I IA �� ,I // 5„ C I Qa �A" r , cv � V0 !�� 10' DRAINAGE ESMT. ' % I / SF / �p a� vI� a �� 10' DRAINAGE ESMT. / /; I ,' // / / SF ®® I M / �`i�' a �� ' OI S`TO 011E M 5 ( p /� � � v a � s, % g ,' ,' I /�\I /�G�/I' / /' r. ® � My v?%, �-o. � � G�S� (APPROXIMATE) / I I i" LQCAT dN " v a �� G. s c l�v� (APPROXIMATE) I , ® G' s c / / I �/ , I, vi � � � � I (F) v � ` -per � p �o P' 0� , i DB. 1497, PG. 193 , / , , / A s ' v G / �v ��` DB. 1497, PG. 193 , / i �0 /I / G II / 0 ,g 5 / I / �a w , /1 v PARK G , HVAC UNITS 2 EXCAVATE AND REMOVE SOIL TO AN / / os / �� vSPA C 1 / SF / Q �, o�^� v O / S �� \ 5P / HVAC UNITS (2) / '6' cam, / 2.75' x 2.75' i S F p; ✓ o -O \ �' \ /\ ELEVATION OF 421.00 IN ALL AREAS. / 2.75'x2.75' (ON CONC. PAD) WHERE SEDIMENT TRAP FOOTPRINT ' / / �'r� ('i \\ /\ \ �� (ON CONC PAD) STOOP _� _ / / �� \ tt STOOP CONC. / \ I CONC. OVERLAPS BIORETENTION =' "' \ / — — — ' � /!, DD DD ' ,�„p`�3' FOOTPRINT BEFORE INSTALLING SOIL TYPE: / „ 6 \ / �� 3 , � i / BIORETENTION. USE ON SITE FILL TO 77 / / �� / �' , 1 Da \ BRING ELEVATION UP TO BOTTOM MHD ' / / `/ / / / / ' / ' \ c D� 1 / OF BIORETENTION SECTION (424.00) b� �� /'/ / JG \ \ SI TOP=420.11' ' L ITS 00 ' / , / DD or, / �-� , �� L/WITS O,� MU �o IP 16.96' 12” RCP CLEAR, 5 �,' ,' / , I R I `�o, 4" D C / / ' CLEADNG PS ,P (FROM NE) AKD DIA1GD G AG O a f/ I P y `�s �O FFE=444.88' .3.11+ 36"RCP I 1.3 CRIESTS TOP OF DAM / / 6� ,� / G G - E, I BRICK WALL / 1 v y14" DLC /• I,I, ,/ / BRICK WALL 426.00 2' WIDE S ' WALLS RETAINING / v RETAININGTYP ()REMOVE INLET TOP Q YPNOTE3 WALLS (/' w ) UTSTRUCTURE SOIL TYPE DOWN TO 423.5 / / / / / of \ \ \ 34D MV+DE (TYPE ADD TRASH Ri , / / �. , CONC. _- SF / /p0 (GRAN PAD \� \ /%�'/ — — — — -428 j, I \ 1 \\� _ , STEPS I ! / f /' �/' — — — ,428 DRAINAGE AREA'. ANTS, "'`,'' - - �� 1. I I I I \I / (4) / _! / ' n h ♦ //� / \� .� �' / - - - i I I \ I / - - I SEDIMENT TRAP = T AREA)EDO - / .91 ACERS I I \ \ .a / / I , / bI�JAGE ARE g a, , TP SEDIMEN ' _ TS / I '�� I I I / /IRAf' (T Pi.) � � ,IRON \ \ V '� � , �% / `� / / / / / \ \ $' INLET I / / 29 / / / SINN. / I COIV�. ,% /IRG,. \,' / / / ' �2y / / (F) —L h % / / 'SARcvE/N I/O SI STEPS�(3) I i ! NO PARKING ' / (F) � \� \ .< / 26. / A17KIY/ I, \ �1 i , \ ?� S�IfjvE/NFjO S� ` / %N T=418.83` I / / / / \ �� / Q/ l l ,' I �.� (LOADING) / / / / i % pP''AP— rp PNLv Q i \ I / ` /� 3�MP 61Z-3 5A \ DC / / / / / , - IRON (F) zs / / \ \ < i / / / / SMP 61Z�3=5A �'f' REMOVE PIPE A�s CD \ CC \ I DC , i Z�, WAL; LLC / / / / s / 5 WAL' LLC INLET WITH REM VAL T , / / PHAS 2B� B ANCHL ND / / / O / G P /,� ,Fi /� ,� I / / / / / I �UG / / ( E/ R / / / Dt / / / I (PHAS 2B; B ANCHL NDS / / / ��/ / // / / pt / VA`A \ / v / / OF SEDIMENT TRAP A _\ \ ;� ,'� / I /RET4R MENT VILLA(FE) / / / / / / �`/ ' p� �� ',I Q.� �,5 V P \ ,! V ' /RET MENT VILLA E 4RE (P ) ; "i DB. 354 1, PG. 67/ / / / �/ / / / / 6� • I G \ QP PG 1 \ / / \ \ / / / AS HALT / / / P DC S F \ � \ — — � � , �, / / / REII�NANTS / / / / / / I ! � � 5Q Q • / \ / � ' / / � / � DB. 35�I 1, PG. 67/ / OD v - / / /. (PG. PLATJ/ I I / / W ('( \ SF v v', v / _ ' / / / \� 1. / (PG. 72, PLAT)/ / N / i' Z ED: PUd I I / / / /, / 13 / \ REFER TO LANDSCAPE PLAKS / i' zdNED: PUD' r I 15 VEPCO ESMT. A v Q \ / - - \ \ \ 2 FOR STABILIZATION MEASURES / // / / DB. 855, PG. 275 \ \ A & CENTEL ESM.IN THIS AREA.,� T. 1 ,'i' \ \ \ / ' �' / / / 7 � v / / I DB. 786, PG. 494 \ v ,/ / / %i / / / / ; f \ 444 RELOCATE PIPE CD �s v / / / ,� / / / l 1 I l I l \� ROXIMATELOCATION MU v ` �' , / \ ' �/ ' ' I I1 I BEFORE INSTALLING \ / / / / / / I 9 l �ll l \ � (��NOTES) SEDIMENT TRAP �� v - V - /. 1-%/ / / i / I l I l / \ vv ♦ ;, / V �, - / 'I,'/ / / ' I< \ / / / / / 111 I I \ I�� 20 SANITARY \ / - /," // / // li \ 20 SANITARY �` � _ � - � ,f / / / 1 TS / l v v � � v / � � , ' !- / i SEWER ESMT. \ "PVC DRAINAGE PIPE I 1 I I I I I I >� I \ \ / \ _ / I / \ / I I I vv y \ /' / 5� \ SEWER ESMT. A`, / / / / �� / / / / M U I P I I 433 OBSERVED' / 1 I - / I I \ / G I DB. 1559, PG. 404 / \ 1 i / DB. 1559, PG. 404 / / \`\ \ / % ,' 041- EAiOT DETERMIDcIED // /I \ \\ Q / 0 �d I / / lI II' � \ , � G� / / � \ / // / � � PS N=4�18.8T \ / SD YPE' ,/' ,' / �/ ' /1 ` 12` NFR. ' 3'T7E , , ��I , /, l , TO 44 0. B 'INV1N=435.512"RCP v \\NcII l I I P l I 44215DEC I 151,DEC INVOUT=439.53'12"RCP SW ONNC. C 0 STEPS (3) 1 1 C* (3) /_ I 1 I �l/ /RIL A _ — I w ♦ A V I I / �a ��U/RAIL CNFR. 2 / s C� \ / I / / / / / — — i 2b,, OAK 2b,, OAK 6� y \I I v v DD , / I I / / / / / , / I 1 `r / \ \ \ \ I \ \ / �p / / / / / l , / BLOCK WALL ��51 \ \� \ \ l / , �o 1 BLOCK L \ 6' k \ / / 44 4"DEC \ \ I b / / / / I / (rs�l \ 1 \ / / / )I �, I / (LSA) \ / / / DC I / GAZEBO l \ \ / 4 "DEC \ T \ !z I ON CONC. PAD \ I / PAD I I \ / / � \ �' I / M U L \ — � \ �// /I // i A .�, �, v\ l I l PS 8 DEC v \ V A l / / / / / l / / /i 8 DEC \ / I / / + I I I I I 400000 1 (LSA) \ v� v // / / / I 1 (LSA) /Z / TS \ \ / / 1 I 2" OAK i y i \ / A\ y / / / / FA 1 " OAK % \ \ B M I / / / / / I p I �2 oA 1 „ oAK SF; IP \� v v DD / I I / O I l i� I (3 Ci � W(DISTURBED) \- A V A I JN (]F) V \ V 1 F E l / p I I � D / \ E I / I I � (DISTUIRBED) (APPROX. LOCATION) \ MHD GROUND=440.59' CURB &v v RECORD DATA INDICATES l�/�� CURB & r J// / / j A �\ STORM MANHOLE STR; ��'✓^' /, // v IRON (F)v,, ' SD CURB INLET LOCATION PER MAGNET/C i 0 '/ v IRON (F)v 'i' /v v TOP=439.73' SIGNAL, BELOWASPHALT SD GRATED INLET v - EROSION CONTROL LEGEND (25'x2.5) A / //�%/ / A� �� v INV. 1N=430.23 12 RCP * /,// V v INV. OUT=430.18' 12"RCP i' / / �� TOP -422.36' ,'i / G�"'O 50 �(.�� LIMITS OF CLEARING AND GRADING - /'i' Q. INV. BOT=420.10'vwoo' / �� P5 3 v ;� �00 �Q, �� DRAINAGE DIVIDE - G II �,PP �Q. Q I I 0 Q SOIL AREA DIVIDE 000000 CE CONSTRUCTION ENTRANCE 3.02 \ SD CURB INLET X SILT FENCE 3.05 P TOP=426.88' 000000 IP \PPROX GAS -LINE, —GAS -LINE, INV. BOT.=417.88' IP INLET PROTECTION 3.07 APPROX. DIRECTION APPROX. 12" RCP ENTERS, SEE(TYNOTE 15" EXITS SEE NOTE 3 EEDD DIVERSION DIKE 3.09 ST SEDIMENT TRAP 3.13 CD ROCK CHECK DAMS 3.20 — TS TEMPORARY SEEDING 3.31 SOILS INFORMATION: nPS PERMANENT SEEDING 3.32 M 00 0 Q z SCALE 1 "=20' 0 20' 40' PHASE I 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES. MORE THANK 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED 34D - GLENELG LOAM, 7 TO 15 PERCENT SLOPES. MORE THANK 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED 77 - RIVERVIEW CHEWACLA COMPLEX. MORE THANK 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED MU MULCHING 3.35 BM SOIL STABILIZATION BLANKET 3.36 DC DUST CONTROL 3.39 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER PHASE II co 00 D Q z SCALE 1"=20' 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS *00 0 0a • 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 t I Q C€R1 GVM J. KO'i ARSKI Lic. No. 0402048507 SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / 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: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EROSION & SEDIMENT CONTROL PLAN SCALE: 1 " = 20' C 3. 1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 Z, RETAINING WALL MAXIMUM HEIGHT 11' lE / / \ G) cls / I f X` 'J P� c� / / // II l P —,\ Z16c, ARD TYP _ – ( ) v/R2'��OO �`�//�'v/ I I x/ /'X12' � p �/`��'°'AREA R2 �'� W/ ENCLOSURE ®® 20' 100' OF AD .58' 2'� �A25' 37.85,_ SCRE�NING AP FENC <� ° / CLEANOUT /(TYP) GREASE TRAP ^ / �'< SEE © p 6' // ♦�/ ♦ �° PLUMBING / � / ♦ PLAN FOR ITI DETAIL / �° CANOPY 3'-\ . d GENERATOR IRON NOTE: KNOX BOX REQUIRED. 2" WATER (F) / DECK AND PERGOLA �! CONTACT ALBEMARLE COUNTY METER \ FIRE MARSHAL OFFICE DURING FIRE TMP 6 9Z \� = x}4.93' BOLLARD 9NSTRUCTION TO DETERMINE DEPARTMENT \ LIGHT TYP WIAL, LCATION CONNECTION 24.11' ( ) (PHASE 2B, BRANCHLANDS \ 11.63' \ \ RETAINING WALL \ 2\ \ MAXIMUM HEIGHT 4.2' 7.31 RETIREMENT VILLAGE) FLUSH CURB TRANSITION TO DB. 3541, PG. 67 CG -2 OVER 6' (PG. 72, PLAT) ZONED: PUD _ FOUNTAIN r 5' \ ` G R2.5' (TYP (2) 22.5° + 45° BENDS 7" z �Z / 'SYSTEM v y v leN MH-ITH / / /// b, / / W PLATE � s� 1 U6. \ / O FLOOR 109 ♦ I ELEVATION OFJ / /CL N 1� // / /� / TT, / \ BIOREIONI �q o I '42750' / / /j� / / < 1 Q8 CLIA T �` / < TIE TO EX. 05� \ .(8) 7" SIDEWALK AT / / v" // p 1°04 RISERS r NEAREST J�INT RESTRIPE TO ° ROZ INSiLC ION PST I v v v v / I \ � MATCH EXISTING / < / - © /.gip, / / © / / / / / / \ \\ // / / / VA // III / 1 ♦ / / i / FINISHED FLOOR VA v I /< �.v �/� /� / / / //!/ ELEV. 10' ��' VA\ �/ IRON \ \ f < i / / / FIRST FLOOR = 444.50, \ \ \ 1, `�` `, , OVERFLOW 42s / BUMPER BLOCK \\ / (F) \ GROUND FLOOR = 430.50 / / / / 0 1 18' (TYP) \\ �\ \ '1 �,< STRUCTURE /, / , / / \ \ L // �MP�9Z�3-5A I \ DD // / / // /If / / /– / O 1 I \ / / / // / / / 210 ,5. R1.5 P� \ i / / / / X25 WIAL,/LLC 23.98 (PHASE12B, B ANCHL NDS (RETIREMENT VILLA(PE) I / / / / / / / / / lfI \ 7 j (2) 45° BENDS \ _ \ \ \ – / // /DB. 3549, PG. 671 (PG./72, PLAT)/ I / / / / / �/ / / / / \ v v I ZdNED: PUD 209 444 / 1 (2) 45 ENDS 10' \ / \ 4413 18 / 1 / a \ / ✓I %/// / /, , // / l / I ,/�� V / 1 / \ / / 211 ADA SIGN \ \ ' / MIN ( 442 sz ! \ I FIRE D NT�fj / \` / I I \ (/ 6" HDPE TYP I RETAINING WALL ASSaE BLY 21.23' \ 2 DO TI INE I r, \ \ / I / /♦ / 2 5 6 V l �'' A\ l i l/ // / 441 51 I l\ rn \ \ 2 9' ® \ / / b / \ O I \. AWAY i 18' / v v I / / / / / r A ES I v vv 61.273 / / \ cA�� PEDESTRIAN 5 18 G� \ \\ I /l / // / 4 h s \-� GUARDRAIL } 24' 9 \ 6 FIRE LINE \ \ ACSA EASEMENT 6' �--- RELOCATED \ V 2) 3I CMP \ �v FIRE HYDRANT DO NOT LIGH OLE \ / / \ \ \ , I / / / / / / / / (1) 4 - 6 C_MP ASSEMBLY STO AG PI 24.'8' ENTER SIGN 213 2 2'2 _ — .50 BENDS � \ _I I (2) 22.5° BENDS / I J° \ / / 438 \ I MANWAY ACCESS I \ I TIE TO EXISTING MAIN WITH \ / / \ li /� STEEL PLATE 1 I II \ \ TAPPING SLEEVE AND VALVE \ / I \ WEIR WALL \ \ IRON (F) \ IRON (F) \ \ I GG_2 (olsruReEo) I w 5 20 ACSA EASEMENT I' -�OG�E I N (F) xz /-"TIE TO EXISTING CURB AND / SID ALK 1Z i i ��• �pP�QG � I I �'� �� i / / LAYOUT & UTILITIES M 00 0 Q z SCALE 1"=20' 0 20' 40' GRADING & DRAINAGE M DD 0 Q Z SCALE 1"=20' 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS .� • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192NDSTSE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development l Residential) lnfrastructurel Technology EF t , Q CR kTG V1. J. KO'TARSKI Lic. No. 0402048507 SEAL KEY PLAN Perkins Lassman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / 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: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: SITE LAYOUT SCALE: 1 "=20' C4.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 / v / C 0\ O I I 61 0 I Al In y/ __ / // / 4 2.00 _ y a� 430.30TW - � � 1 ' � � / / � A �� a 429.70A/ //N'1// A 1 `. �� 430.25TW / , //// / 426.63 BVU ' // / '®' / / \ / / I li' / Ia \ 22 0.78 / T� 430.2>�,, i C 31.72 / / / / / / / 430.20 _ 426. W 429.50TW j 42 8 t / T 424.20 BW r� 4?�g.73 J 430.1 15 9:05 429.20 WO / 41.02 J \`� \-- 431. / 430.20 431.15 T 4292 \ D \ 1 yel�o\ I , .J5 ' ' 1 TC 106 d UJI v v / 107 EXAFC r 33.50 i 04 10914 4 08 I 430.Zj \\ / /\05 '� ♦ /, / / / / �5 /i / \ll�✓"j 432.1 ` \ 432. -�\\ i / / / 0. 0. 1; ✓ , / , `� p. I / \ 4244, 8 65TW / 423.'ib B / / 434 48TW 05 1 v TC 430.40 3 \ 434.43 BW l li 429 104 /♦ i A �� A i' ;� / 1 d 429 _ 430.0 / � 430,60' \ � .� V 0 / / 430.20 TW 429.35 \ - A � / Ir .429.70 430.50 v v ! \ r f / 420.50 BW � 430.02 � � � 432.65 43 > 430. X430.20 �' -428 I 1 V A AV / '� 41 9.50 �� + ,� 43 / X330 5d ' - - - - I 1 I / \ / / /„ ` ` / \ / - 'i \ 43.4 • 4304 / a=- / /430.40\W v / 422.00 BN 430.50 TW 422.80 BW \ �� \ \ 430.1 430.22` ` J / /'/' / 1 I I I % / \ / , I / / // / /' 0.27 0.90 I I 1 \ % / V '9111,/ 4` / / I I 1 \ \ 434.43 3s.10 O ° / ' 101 �.1 ♦ / / ' / / / 9'3 I \\ I // \ / / , ORD4 / , FINISHED FLOOR / / / EX. TC -5- 430.50 �` �� /� / / / / / ' ELEV. / / / / / i/ \\ \ / 4.00 � � \ � � �, / / / / / � � �� ♦, , Q �,• I\/ \ \\ \I/I % %y 0 �j TC 444.45 A. 72FIRST FLOOR- 444.50 430.50 / TC 443.9 / GROUND FLOOR 430.50 / SMP67Z�3-5A . rOO 0.9 O 210% INIAL cr)�/ ,// RD5 43050 h (PHASE2B, BgANCHLNDS baETRE TVlL -430.50 /RETiREMENT VILLA E)DB. 35 7, PG. 67 /414.90 (PG/ 72, PLAT)/ (PG./72, PLATSDB.354'67/ / \ T ,. r ZONED. PUD �, * / / / ' / �' ' \ \ \ . 17 0.71 \� ► ,'-'',\k ZONED: PUd 1 / / TC 444.45 i > / , 444.50 FLUSH RB / / , v , / / /� /�/ � ` \ / y X44/5 444.40 / / , / / / 2 208\ / / '' TC 444.60 Q\ \ \ �� \ �\ / / / / , / ' / / / / / �/ `� 1 / I I I / / al / \ 44 \ \ \ / 1 , \ / // / / / /rOO / / / / �, /�� , rAV 1 ` \ \ 4 430.40 TW �j ' ' ,} /• `� \ \ \ \ // ,' I �427..9�By l / / / ,' ' / 444.50 44 ; 0 \ I �C' / 6 / / - / / / / Q ` TC 444, 444.50 \ / / ` 7x18 / 1 4413 443 �- TC 442.82 r 1 / , �f i I I , I 444.32 � r I0. 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TC\ / I \ 443.65 ` \ I 1\ \ I IRON "y / / Gz \ II c� REAJ C STR# M M 00 DD z / z I #C) SCALE 1"=20' / SCALE 1"=20' STORMWATER SUMMARY F- NOR 0 20' 40' / 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS •...a 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology w � Will OWN Q CRA1GV� J. KO'I'/a�IZSKI Lie. No. 0402048507 SEAL KEY PLAN Perkins Lastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / 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: 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 NOT FOR CONSTRUCTION 08/24/2015 / / a /< 4, £3 r i / ,3 V ' / / 5 i, / / / % v �� a� ♦♦ < PRE -DEVELOPED AREA\ -♦- H �s ♦� TO THE WEST/r426 `\ `\�' /'' /' ! ♦i ;>// 4--�AREA, 1.17 ',�%v �I�I�Iv;�- I�� IMP = 0\ VA� ��!,, vv . I F 0 R EST AQLO MIA ST Oi C 1 ,' ;�� //o%' o 1 '- �!DEVE AN'EA '� ♦♦ ` ' TO THE SOU1� -�: ♦♦ v\ e v v v O� �. F� o��' ! -�v AREA 0.5 ALL7 f / i / / / g� / ' vv I1p SHE F OW Il/I 1, �'� A IMP - 0 I z �e�♦ MANAGEDRF-0.25 AC � = \ -�,i / 1 / III ► I i/ `c, 0/ I \ , / p Tc = 9 MIN. I I I�� ° /// -- / I \ $ ♦ \ i -449 w / I zll R PRE-DEVELOPE D CONDITION SCALE 1"=30' 0 30' 60' / / I < v /, I � / �� V Y2" RCP vy f / V p■ POST -DEVELOPED AREA TO WEST (U N ROUTE' I , , ,• . \� , ` \ / ' AREA = 0.46 AC IMP= 0.20 AC ' , '''' •� / D POST-DEVE�,OPED AREA TO WEST ROUTED A - 0.47 AC �.43 AC NAGED TURF = 0.04 AC I/ 400, �,'= ��' �'/,�, ��s, ylr�//l/ /♦ / / Iv 1N1W , -/#/ / ♦♦♦ /// /'°gyp'//, 4 -. o T -D - LOP AREA♦♦ O SCJ �� ♦�►''i 1 AREA .7 1 ' ♦♦ v / , / , v I ` ♦ ' \\ N = 0.33 AC #' o /// //, � / •/ I III I �, i// ) \ a3 � � 01 v P, ♦� ,� l �`s�_ ` G� / �x"' \�� t POST -D ELOPED CONDITION 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.) l \ iso I_ Z CID 449 G I ' ` I 1 cr 3 � I � 1 WATER QUANTITY CALCULATIONS: AREA TO THE SOUTH PRE DEVELOPMENT POST DEVELOPMENT Q2 1.74 CFS 1.53 CFS Q10 3.22 CFS 3.11 CFS Q100 6.08 CFS 9.20 CFS AREA TO THE WEST PRE DEVELOPMENT POST DEVELOPMENT Q2 1.86 CFS 1.61 CFS Q10 4.33 CFS 4.30 CFS Q100 9.67 CFS 11.10 CFS CHANNEL PROTECTION POST -DEVELOPED Q2!5 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):5 3.22 CFS (PRE -DEVELOPED Quo) WEST OK 4.30 CFS (POST -DEVELOPED Q10):5 4.33 CFS (PRE -DEVELOPED Q10) SCALE 1"=30' 0 30' 60' 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 %.' • 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 litesidential[Infrastructure) Technology op.'; C Q CRAIG W J. KO•.iARSKI Lic. No. 0402048507 "'m %,.-� ONAL - SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE INC 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: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: STORMWATER MANAGEMENT PLAN SCALE: C5.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCAR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. (5) ADAPTER ANGLES VARIABLE 0" - 360° ACCORDING TO PLANS 4" MIN ON 8" - 24" 6" MIN ON 30" TOP OF 4' WEIR PLATE 426.70 TOP OF STIR 106 430.04 1-TOP OF STORAGE 427.20 4.0' 100 YEAR WSE 426.90 10 YEAR WSE 425.19 STEEL PLATE 2 YEAR WSE Q-- 5.0' 8.0" ORIFICE 423.38 5.5 INV 423.80 3.0" ORIFICE INV 421.20 WEIR PLATE SECTION WEIR PLATE IN STIR 106 DETAIL No Scale (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I 8'-30- OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ELEV. 421.20 TOP OF WEIR PLA-- STEEL LA' STEEL PLATE T^^ '7F STORAGE U.J VI\11 IVL 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. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (6" MIN. ON 12" - 24", 10" MIN. ON 30") (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 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 MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6- 12" - 24" PEDESTRIAN GRATES SHALL MEET H-10 LOAD RATING. 30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RAT114G (SEE DRAWING NO. 7001-110-144 FOR H-20 TRAFFIC LOAD GUIDELINES), 12" MIN WIDTH GUIDELINE 6" MIN THICKNESS GUIDELINE 130 (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 12" - 24", 10" MIN. ON 30" 4" MIN ON 12"- 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 OR 11 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 100 YEAR WSE 436.06 10 YEAR WSE 435.08 2 YEAR WSE 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 3" HARDWOOD IMIX BARK MULCH 24" BIOFILTER TOP OF BIOFILTER MIX 427.50 MIRAFI 140N FILTER FABREQUIVALENT WRAPPED ARO SIDES AND KEYED IN 0.75' MIN. 3" SAND 3" NO. 8 STONE 2% SLOPE 425.00 424.33 7 424.00 O O O O 1.00' NO. 57 STONE 4" PERFORATED MIRAFI 140N FILTER SCHEDULE 40 FABRIC OR EQUIVALENT. PVC UNDERDRAIN TO BE 3' WIDE RAKE 8" OF SOIL CENTERED ON BENEATH #57 STONE UNDERDRAIN NOTES 24" BIORETENTION MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS BIORETENTION MAY NOT BE INSTALLED UNTIL ALL UPSLOPE AREAS ARE STABILIZED BIORETENTION LEVEL 1 DETAIL NOT TO SCALE 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. NON TRAFFIC INSTALLATION DRAIN BASIN INL GRATEICOVER ToftOIL -11. „, ,, ---RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INSERTA TEE DETAIL NTS CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) INSERTA TEE CONNECTION (X) PLACE ADS GEOSYNTHETICS 315 WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT NOTE: PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. THE BACKFILL MATERIAL SHALL BE CRUS*,D STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUI ENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. EDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL LACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS A A- INSERTA TEE TO BE INSTALLED,CENTERED OVER CORRUGATION SIDE VIEW CHAMBER (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE (5) ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCOR ING TO ° ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. 130 (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 12" - 24", 10" MIN. ON 30" 4" MIN ON 12"- 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 OR 11 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 100 YEAR WSE 436.06 10 YEAR WSE 435.08 2 YEAR WSE 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 3" HARDWOOD IMIX BARK MULCH 24" BIOFILTER TOP OF BIOFILTER MIX 427.50 MIRAFI 140N FILTER FABREQUIVALENT WRAPPED ARO SIDES AND KEYED IN 0.75' MIN. 3" SAND 3" NO. 8 STONE 2% SLOPE 425.00 424.33 7 424.00 O O O O 1.00' NO. 57 STONE 4" PERFORATED MIRAFI 140N FILTER SCHEDULE 40 FABRIC OR EQUIVALENT. PVC UNDERDRAIN TO BE 3' WIDE RAKE 8" OF SOIL CENTERED ON BENEATH #57 STONE UNDERDRAIN NOTES 24" BIORETENTION MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS BIORETENTION MAY NOT BE INSTALLED UNTIL ALL UPSLOPE AREAS ARE STABILIZED BIORETENTION LEVEL 1 DETAIL NOT TO SCALE 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. NON TRAFFIC INSTALLATION DRAIN BASIN INL GRATEICOVER ToftOIL -11. „, ,, ---RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INSERTA TEE DETAIL NTS CONVEYANCE PIPE MATERIAL MAY VARY (PVC, HDPE, ETC.) INSERTA TEE CONNECTION (X) PLACE ADS GEOSYNTHETICS 315 WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT NOTE: PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. THE BACKFILL MATERIAL SHALL BE CRUS*,D STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUI ENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. EDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL LACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS A A- INSERTA TEE TO BE INSTALLED,CENTERED OVER CORRUGATION SIDE VIEW CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC -310 6" (150 mm) 4" (100 mm) SC -740 10" (250 mm) 4" (100 mm) DC -780 10" (250 mm) 4" (100 mm) MC -350012" (300 mm) 6" (150 mm) MC -4500 12" (300 mm) 8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS • 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 wwwAimmons.com Site Development lResidential l Infrastructure l Technology t Q CRAIG W J. KOTiARSKI Lic. No. 0402048507 SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, INC 28202 T. 704.940.0501 F. 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 / 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: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: STORMWATER DETAILS SCALE: C 5.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 04 T I— C/) X w d U � � U co O ry co - LJJ0 w o X �W a - MO T W r 00 m I M O Z Z Z » » z z z z PROP. RETAINING WALL _ CD CO M..� LO LO O- O CD ti 0 0 Ln ao � o N o � N D Z O Z Z ti rn 0 O rn _O ti 00 coN Lf) + d7 I- �7'tZ O Q 0 > > � U) z 9+50 10+00 11+00 12+00 12+25 STR 100 - STR 110 r� 455 450 445 PROP. GRADE 440 110:ADS "STORTECH" STORAGE TANK TOP ELEV. 427.20 BOTTOM ELEV. 421.20 INV OUT 421.20 (109) 110: ADS "STORMTECH" STORAGETANK BOTTOM ELEV. 421.20 TOP ELEV. 427.20 INV. IN 425.00 (111) O 0 CONN 9+00 10+00 10+50 STR 110 - STR 112 LZ U N H Cn Lo ti O 0C:) I� N - d7 N O •- L O N N Ln � N V) , " 00 O CD 0 M O M O O LO M CF) LoLo Lo -'tm C9 Lf") Lo -,I- 0 O , M M + F --L+) N M OO 'tZ O 0- c:) F- Z ZNU)F-Z Z 50 F O � � N O N N LO O LO LO Cf7 O O O O M O Lo Lo Lo -t O M co �� ? 4Z Z 0O N�FZ Z Z F- LU J W' N a- O O OLn J Z - (0 Q O Cl) Z 00 r- H+MI- N CnO't� W w0 w�0 N wCn�z 450 O Ln O p O O v O Lo M + 6i N H Z Z 0 0- 0 > > - 0>> > C/) I— Z Z 104A: 24" Basin - Circular Grate STA 10+05.89 TOP 428.00 INV OUT 424.33 (105A) 1 "=50' O M N CO 00 Ln M O N LO ct r210: STA 11 +39.91 d CN Ln 1 "=5 VERT SCALE: 1 "=5 TOP 444.13 moo C\11. :X. 1 "=5 11+00 440 co Cfl -t = + M F- GROUND 440 450 445 435 z O @ 2.32% GROUND PROP. INV OUT 436.87 (209) oC0Oz z z�00 GRADE _ BOTTOM LEV.431.50 2.6'MinCover Lu w O 4.0' mWi�--0> 204: 60" CMP co EX. STORAGE PIPE O MLn Mtzt 435 435 TOP ELEV. 436.50 445 PROP. WATERLINES i 0 BOTTOM ELEV. 431.50 440 PROP. GRADE 430 INV OUT 431.50 (203) GRADE 430 430 440 3 OQ� 209Air435 STEEL PLATE WEIR WALL # OF 'l(O'.�O 6°I° �1 435 6.5" ORIFICE 431.50 EX. 425 ov- @'l nHDPE 6" ORIFICE 432.50 425 425 TOP WEIR 435.50 435 1.11% 12� ap°I° 204: 60" CMP @A . (O -B% 201 STORAGE PIPE 15" HDPE 24.17' OF TOP ELEV. 436.50 12" HDPE @ 2.00% BOTTOM ELEV. 431.50 205 420 @ 7.61% 420 INV IN 434.80 (205) 430 420 420 9.17' OF 415 415 425 LLq M� MM MC' 9+50 9+00 10+00 11+00 11+50 STR 200 - STR 204 Lo ti O 0C:) I� N - d7 N O •- L O N N Ln � N V) , " 00 O CD 0 M O M O O LO M CF) LoLo Lo -'tm C9 Lf") Lo -,I- 0 O , M M + F --L+) N M OO 'tZ O 0- c:) F- Z ZNU)F-Z Z 50 F O � � N O N N LO O LO LO Cf7 O O O O M O Lo Lo Lo -t O M co �� ? 4Z Z 0O N�FZ Z Z F- LU J W' N a- O O OLn J Z - (0 Q O Cl) Z 00 r- H+MI- N CnO't� W w0 w�0 N wCn�z 450 O Ln O p O O v O Lo M + 6i N H Z Z 0 0- 0 > > - 0>> > C/) I— Z Z 104A: 24" Basin - Circular Grate STA 10+05.89 TOP 428.00 INV OUT 424.33 (105A) �m 1 "=50' MH -1 CO 00 Ln M 1 "=50' ct r210: STA 11 +39.91 d CN VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 TOP 444.13 1 "=5 10+00 1 "=5 11+00 EX 445INV IN 437.06 445 445 435 435 @ 2.32% GROUND PROP. INV OUT 436.87 (209) PROP. z�00 GRADE _ BOTTOM LEV.431.50 GRADE Lu w O i mWi�--0> co EX. M O MLn Mtzt Cl) GROUND PROP. WATERLINES i 0 440 440 430 GRADE 430 209Air435 O - 207 _II # OF 435 �1 435 425 EX. 425 ov- 41 69' OF 1 nHDPE 3a 6`&105A GROUND 15" HPE 1.11% 12� ap°I° 5.89' OF @A . (O -B% 15" HDPE @ 2.00% 205 430 430 \ 430 420 420 9.17' OF 15" HDPE @ 1.64% �m 1 "=50' HORIZ SCALE: CO 00 Ln M 1 "=50' ct d d CN VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 10+00 1 "=5 11+00 STR 204 - STR 210 1 "=5 M(j co rn � M 11+50 9+50 10+00 11+00 STR 206 - STR 212 h v N� d N 9+50 10+00 11+00 STR 104A - STR 104 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 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 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 c� Lu Cn � LnQ � O� �_� N_ O O O J O N J Z N O M O M >_ Q co co� N� co Lf) Z � (0 colzt N M M F - W- Z O Z 0 O Qa _o0QW > > Y)�Z Z N W CnF-Z Z mC6 �. M F- �F J � 1."t 00 @ 2.32% 0 JDO >_ Q r 00 N co Cl) z�00 N CnC) BOTTOM LEV.431.50 Lu w O mWi�--0> co N d(nHz 455 STR 204 - 218 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 CLEANOUT OTOPSTA 10+07.72 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE TINVISTA 10+37.34 TOP431.84 N 425.88 (1 -EX) 435 NV. OUT = 424.73 (8" PVC) 435 /-EX. GROUND 430 PROP. GRADE 425 BLDG -1 420 7.72' OF 1 -EX 6" PVC 29.61' OF @ 3.00% 6" PVC @ 3.00% CO O � M O M 9+50 10+00 11+00 11+50 SANITARY PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 445 445 1 X. GROUND FIRE F`D ANT '� \ �_ASS EMBL 440 i 45° BEND PH22.5'BEND 45° BEND .04' 22.5°+45° BEND 435 S ORMPIPE 207 ON TO EXISTING WATERLINE VERIFY 430 LOCATION AND ELEVATION CONNECTIGN TO 435 BUILDING COORDINATE ELEVATION WITH PLUMBING PLANS 430 NOTE: MAINTAIN 3' MIN. OF COVER ON 21� OF 425 O� .0) N� L(�LO LO Ln� 435 5 �6�'OQ435 5E @5�3 Cr M ct 1 @ 2 95°� EX. NN mC6 �. M 213 \ GROUND 8.63' OF 1."t 430 15" HDPE 430 @ 2.32% 204:60" CMP STORAGE PIPE TOP ELEV. 436.50 BOTTOM LEV.431.50 425 INV IN 435.00 (213) 425 X00 co M O MLn Mtzt Cl) It 9+50 10+00 11+00 11+50 STR 204 - 218 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 CLEANOUT OTOPSTA 10+07.72 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE TINVISTA 10+37.34 TOP431.84 N 425.88 (1 -EX) 435 NV. OUT = 424.73 (8" PVC) 435 /-EX. GROUND 430 PROP. GRADE 425 BLDG -1 420 7.72' OF 1 -EX 6" PVC 29.61' OF @ 3.00% 6" PVC @ 3.00% CO O � M O M 9+50 10+00 11+00 11+50 SANITARY PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 445 445 1 X. GROUND FIRE F`D ANT '� \ �_ASS EMBL 440 i 45° BEND PH22.5'BEND 45° BEND .04' 22.5°+45° BEND 435 S ORMPIPE 207 ON TO EXISTING WATERLINE VERIFY 430 LOCATION AND ELEVATION CONNECTIGN TO 435 BUILDING COORDINATE ELEVATION WITH PLUMBING PLANS 430 NOTE: MAINTAIN 3' MIN. OF COVER ON 425 WATERLINE 425 O� .0) N� L(�LO LO Ln� NN Cr M ct 0o It NN mC6 �. M M 1."t 9+50 10+00 11+00 12+00 13+00 13+50 CLASS 52 DIP F I R E L I N EPROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS ***% • 0 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 wwwAimmons.com Site Development lResidential l Infrastructure l Technology Op Q CRAIG W J. KOTARSKI Lic. No. 0402045507 1�70INW...1 SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / 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: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: PROFILES SCALE: C6.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 PLANTING DESIGN SCHEDULE 7M p WE 1 � �I KEY SCIENTIFIC NAME COMMON NAME NO. SIZE ROOT/ CONT. _ NOTES TREES . JI A SHALL E E SWQE RF TYPE, 12- AAR BN AMELANCHIERARBOREA BETULA NIGRA'HERITAGE' DOWNY SERVICEBERRY HERITAGE RIVER BIRCH 6 11 7'-8' HGT. 12'-14' HGT. B&B B&B MULTI -STEM MULTI -STEM CC CERICS CANADENSIS REDBUD 6 7'-8' HGT. B&B CF CFR CV JV LN MS CORNUS FLORIDA CORNUS FLORIDA "RUBRA" CHIONANTHUS VIRGINICUS JUNIPERUS VIRGINIANA "IDYLLWILD" LAGERSTROEMIA'NATCHEZ MAGNOLIA SOULANGIANA "ALEXANDRINA" WHITE FLOWERING DOGWOOD PINK FLOWERING DOGWOOD FRINGE TREE IDYLLWILD JUNIPER NATCHEZCRAPEMYRTLE ALEXANDRINA SAUCER MAGNOLIA 4 4 9 5 15 2 7'-8' HGT. 7'-8' HGT. 7'-8' HGT. 7'-8' HGT. 9'-10' HGT 3"-3.5" CAL B&B B&B B&B B&B B&B B&B MULTI -STEM MULTI -STEM SPECIMAN VV7-PA r�r. NATIVE GRASS AND WILDFLOWER ROOT/ KEY SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES SHRUBS 1 c,, y,• i•.�, AA BG ARONIA ARBUTIFOLIA "BRILLANTISSIMA" BUXUS'GREEN MOUNTAIN' BRILLIANT CHOKE BERRY GREEN MOUNTAIN BOXWOOD 37 63 3'-4' HGT 2.0'-2.5' #5 CONT #7 CONT SPACING AS SHOWN SPACING AS SHOWN CAH CLETHRA ALNIFOLIA "HUMMINGBIRD" HUMMINGBIRD SUMMERSWEET 16 2'-3' HGT #3 CONT SPACING AS SHOWN CS CORNUS SERICEA F. BAILEYE BAILEY'S RED TWIG DOGWOOD 4 3'-4' HGT #5 CONT SPACING AS SHOWN FG FOTHERGILLA'GARDENII' FOTHERGILLA 12 2.0'-2.5' #5 CONT SPACING 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 2.5'-3.0' HGT #7 CONT SPACING AS SHOWN NL IVR NW RP TO VA VP VPR ITEA VIRGINIANA "LITTLE HENRY" ILEX VERTICILLATA "RED SPRITE" ILEX VERTICILLATA "WINTER RED" RHODODENDRON PRINOPHYLLUM THUJA OCCIDENTALIS "HOLMSTRUP" VIBURNUM ACERIFOLIUM VIBURNUM PRAGENSE VIBURNUM PRUNIFOLIUM LITTLE HENRYVIRGINIA SWEETSPIRE RED SPRITE WINTE RB E RRY HOLLY WINTER RED WINTERBERRY HOLLY ROSESHELL AZALEA HOLMSTRUP AMERICAN ARBORVITAE MAPLE -LEAVED VIBURNUM PRAGENSE VIBURNUM BLACK -HAW VIBURNUM 22 39 4 21 2 4 3 3 2.0'-2.5' 2.0'-2.5' 3'-4' HGT 3'-4' HGT 4'-5' HGT 3'-4' HGT 4'-5' HGT 6'-8' HGT #3 CONT #3 CONT #5 CONT #5 CONT #7 CONT #5 CONT B&B B&B SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN KEY SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES HERBACEOUS AD AH Al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— 10 -_IVR -HATCHED AREA NOTE: ALL PLANTING AREAS IN AND (XER fi02) WI YEG SS FR80-PV AROUND THE BIOFILTER SHALL HAVE 2.0 6 -VN ERNST SEED CO., SEED RATE @ 8 LBS/AC, — 20 -AR INCHES OF DBL. GRND. HARDWOOD f COVER WITH JUT M J -I AFTER SEEDING. _ 4_1 -VL — 5 -EF ARK MULCH. ' ----- . 4-IVW �.. ---- 57 ��6-HH _ — - - - 10' -- ------ _ 12 -CASH - , _ _ - - - - ESMT. -- ------I -J�--- _ -------- - -------- _ _ - - - - - — - 5 -JV 144 � � P N _ LIMITS OF MYLCH, TYPICAL z I 6 -AA i 2-H I 16�AAR I I II I I I 1 6�AA I I� II I I -HQ I SCREENIN; FENCE, SEE I I I / �8-AA II I I I I 1 1( I / 2-Hk� .w I it I \I 3 -AA I\ \ /1 /1 / 3 -HQ / / Vi / v � / P _ - -4 v I NAM NeqvAppo KIM En gm W. . - ® • • 7M p WE 1 � �I – Ire �� VI �� lME l�� .- . JI A SHALL E E SWQE RF TYPE, 12- \_ 4. �'' /1►310 1 -CFR 14 -SA 0 ..� VV7-PA r�r. NATIVE GRASS AND WILDFLOWER MEADOW PLANTING AREA 1 c,, y,• i•.�, • ASSISTED LIVING �� • _ S A[ I A SEE DTL.lie LIMITS OF MULCH,L TYPICAL x. F k P / / F I F \ 1 j 1 1 Z – — – – – – – — – – – – – – – – — – – – – — – – --––– – – – – –– aJZJ - –- - ---– I �X ' SAN. SEW. ESMT I _ I i _ � I -- 425- ----------------- __7 _ i 4 i / A f / R P P NOTE: ALL PLANTING AREAS IN THE �' / - p P A �� i MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP 4 -EP 4 INCHES OF DBL. GRND. HARDWOOD 5 -AMT- 4 -CV 4 -ER 4 / BARK MULCH. 6-RH 3 -ER 4 -AT /4 -PP 3 -AT 3 -PP HERB &ANNUAL FLOWER 11- G' - ' PLANTER BY OWNER 3 -LN i PM v P 1 o -AR RI ER – STO \ STN� PVMT / / 4 -LA 1 1 CV r p4- A 1 - P ISD FEEDER,SEEiHT bTL� i N , 2 -TO HERB & ANNUAL FLOWER , - F P IG / PLANTINGS BY OWNER - ' / P 4-IVL _ �� F - 4 FLOWER POTS BY OWNER _BIRD FEEDER, SEE DTL / 4 -PI _ 4-C K410 IN, SEE L. I �WOOD GARDEN - ARBOR, SEE DTLS. I /3 -MAILBOXES. \ / p / _ 2 -AD 1 -CF /R p SEE DTLS / , P i I 2 G GARD N B L ARD LIGH S, S C. PI -- -- W W W W / / p ;LIMITS OF INCH, TYPICAL A P / 101 20' 01 - GARDEN PLANTING PLAN SCALE- 1" = 10' NO. DATE ISSUE 11/17/2015 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM SEAL Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structu ra I : 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: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: GARDEN LANDSCAPE PLAN AS NOTED L-1 DESIGN DEVELOPMENT PROGRESS NOT FOR CONSTRUCTION 09/08/2015 A SHALL E E SWQE RF TYPE, TALL SOD x. F k P / / F I F \ 1 j 1 1 Z – — – – – – – — – – – – – – – – — – – – – — – – --––– – – – – –– aJZJ - –- - ---– I �X ' SAN. SEW. ESMT I _ I i _ � I -- 425- ----------------- __7 _ i 4 i / A f / R P P NOTE: ALL PLANTING AREAS IN THE �' / - p P A �� i MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP 4 -EP 4 INCHES OF DBL. GRND. HARDWOOD 5 -AMT- 4 -CV 4 -ER 4 / BARK MULCH. 6-RH 3 -ER 4 -AT /4 -PP 3 -AT 3 -PP HERB &ANNUAL FLOWER 11- G' - ' PLANTER BY OWNER 3 -LN i PM v P 1 o -AR RI ER – STO \ STN� PVMT / / 4 -LA 1 1 CV r p4- A 1 - P ISD FEEDER,SEEiHT bTL� i N , 2 -TO HERB & ANNUAL FLOWER , - F P IG / PLANTINGS BY OWNER - ' / P 4-IVL _ �� F - 4 FLOWER POTS BY OWNER _BIRD FEEDER, SEE DTL / 4 -PI _ 4-C K410 IN, SEE L. I �WOOD GARDEN - ARBOR, SEE DTLS. I /3 -MAILBOXES. \ / p / _ 2 -AD 1 -CF /R p SEE DTLS / , P i I 2 G GARD N B L ARD LIGH S, S C. PI -- -- W W W W / / p ;LIMITS OF INCH, TYPICAL A P / 101 20' 01 - GARDEN PLANTING PLAN SCALE- 1" = 10' NO. DATE ISSUE 11/17/2015 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM SEAL Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 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 / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structu ra I : 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: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: GARDEN LANDSCAPE PLAN AS NOTED L-1 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 You may also like Cameron Mail Post $169 Duet Mail Post $329 Premium Steel Mailbox SKU: 276190 Hand fabricated with baked -on electrostatic polyester powder coating. 11'*H, 8 1/2"W, 21"D_ Premium Steel Mailbox Select Color v Quantity 17 FREE SHIP to STORE memo Morningstar Mail Post $298 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: 6'-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. 07 - MEMORY CARE GARDEN FOUNTAIN SCALE: NTS SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT 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. 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 NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. 02 - SHRUB PLANTING DETAIL SCALE: NTS GROUND COVER AND/OR PERENNIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, & SOIL AMENDMENTS. \ LAYOUT VARIES, SEE PLAN SLOPE PLANTING BED FOR POSITIVE DRAINAGE PVMT �',!"..... \ r::; :r`4: 4:r:V:4:: r:vy:r ru: :'ri i : : .... ......... .......................... SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. MULCH 3 " DEEP AFTER PLANTING SAND WATER THOROUGHLY FINISH GRADE c1191 -12a nF 03 - PERENNIAL PLANTING DETAIL SCALE: NTS Garden Arbor With Arch and Walk Gate 40 _ SKU: Garden Arbor With Arch and Walk Gate V# Enduring charm in the garden is assured with a decorative standard 4 -foot wide arched arbor with a pergola -style top. The p' { ` standard Arched Arbor seen here is accompanied by a straight- top Chestnut Hill walk gate, horrzontallvertical lattice panels on the side, and a privacy fence with lattice sections. As an added Jilt il: appeal.. this arbor will help encourage your favorite climbing s gel I plants throughout the summer months. goal SP Garden Arbor With Arch and Walk .. • Y Gate 40 true to the many options available in our custom designs and shipping ` - or installation complexities, we are unable to offer this product online ♦ 1L, Please call 800-343-8948 and we wifl be delighted to be of service NOTE: ARBOR WITH GATE BY WALPOLE OUTDOORS OR EQUAL. ALL INSTALLATION DETAILS BY OTHERS. 04 - GARDEN ARBOR WITH GATE SCALE: NTS NO. DATE ISSUE 11/17/2015 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM SEAL D KEY PLAN Perx1lilis EL-Viastman 520 WEST SIXTH STREET CHARLOTTE, INC 28202 T. 704.940.0501 F. 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 / 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: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 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