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HomeMy WebLinkAboutARB201600016 Plan - Approved 2017-04-11 (2)T NORTH 0 0 ti n 0 N 0 x a HILLSBORO LANE m z C: SITE Q �o 0 s 7,yre y" RglgTF VICINITY MAP SCALE: 1"=1000' PROJECT NARRATIVE THE OWNER IS PROPOSING THE CONSTRUCTION OF A 6,350 SQUARE FOOT OFFICE BUILDING WITH PRIVATE UTILITIES AND ASSOCIATED PARKING. NECESSARY GRADING, EROSION CONTROL, & SWM WILL BE PERFORMED. ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSON CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. CROZET BUSINESS OFFICE 6183 ROCKFISH GAP TURNPIKE SDP 201600013 WHITE HALL DISTRICT ALBEMARLE COUNTY �•9:I��il�l�7y: C1 COVER C2 EXISTING CONDITIONS C3 LAYOUT PLAN C4 95 GG GRADING PLAN ERGSIGN & GEDIMEWF ^GGN:r R C-7 C9 ESG "TIEFFYBET A111 -8- SITE DETAILS C10 LANDSCAPE & LIGHTING PLAN C11 VDOT PLAN LEGEND ------602----- EX. INTRMDT. CONTOUR ----600---EX. INDEX CONTOUR + 1.7.55 EX. SPOT ELEVATION -8" WL- EX. WATER LINE -8' SAN- EX. SANITARY SEWER - I8'RCP - EX. STORM PIPE - - - - EX. EDGE OF PAVEMENT APPROXIMATE EX. BUILDING -Q EX. POWER POLE SANITARY EX. SANITARY SEWER MANHOLE ASPHALT EX. STORM SEWER MANHOLE Ga CLEANOUT O EX. LIGHT POLE 10. WATER LINE REDUCER UGP EX. UNDERGRND POWER LINE G EX. GAS LINE OHU EX. OVERHEAD CABLE X EX. FENCE � EX. TREE LINE PROP. INTRMDT. CONTOUR Z� PROP. INDEX CONTOUR 13.55 i_13.05 PROP. SPOT ELEVATION 8" WL- PROP. WATER LINE 8" SAN- PROP. SANITARY SEWER ® PROP. STORM PIPE PROP. EDGE OF PAVEMENT PROP. BUILDING • PROP. CONCRETE PROP. ASPHALT PAVEMENT (STANDARD/HEAVY DUTY) PROP. GRAVEL H PROP. GATE VALVE ' BENCHMARK G PROP. GAS LINE uGP PROP. UNDERGRND POWER LINE X PROP. FENCE - - - SITE PROPERTY LINE - - - - ADJOINING PROPERTY LINE ABBREVIATIONS AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY ASPH ASPHALT FF FINISHED FLOOR SBL SOUTH BOUND LANE BC BOTTOM OF CURB FG FIN SH GRADE SO STORM DRAIN BIT BITUMINOUS GBE GRADE BREAK ELEVATION SECT SECTION BLDG BUILDING GBS GRADE BREAK STATION SE SLOPE EASEMENT BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER BM BENCHMARK HPT HIGH POINT SSD STOPPING SIGHT DISTANCE BVCE BEGIN VERr. CURVE ELEV. HSD HEADLIGHT SIGHT DISTANCE SSE SANITARY SEWER EASEMENT BVCS BEGIN VERT. CURVE STA INTX INTERSECTION STA STATION BW BOTTOM OF WALL INV INVERT STD STANDARD CB CINDER BLOCK IP IRON PIN STO STORAGE C&G CURB & GUTTER LT LEFT SYS SIDE YARD SETBACK CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBD TO BE DETERMINED CONC CONCRETE MH MANHOLE TBM TEMPORARY BENCHMARK COR CORNER MIN MINIMUM TBR TO BE REMOVED DBL DOUBLE MBL MINIMUM BUILDING LINE TC TOP OF CURB DEFL DEFLECTION MON MONUMENT TEL TELEPHONE DI DROP INLET NBL NORTH BOUND LANE TRANS TRANSFORMER DIA DIAMETER PROP PROPOSED TW TOP OF WALL DE DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT TYP TYPICAL ELEC ELECTRIC PVMT PAVEMENT VDOT VIRGINIA DEPARTMENT OF ELEV ELEVATION R RADIUS TRANSPORTATION ENTR ENTRANCE RT RIGHT VERT VERTICAL EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY WBL WEST BOUND LANE EVCE END VERT. CURVE ELEV. REQD REQUIRED YD YARD EVCS END VERT. CURVE STA RR RAILROAD APPROVALS Department Date Department of Community Development Planner/Zoning Engineer Inspections ARB Department of Fire Rescue Albemarle County Service Authority Virginia Department of Transportation Health Department GENERAL NOTES SITE ADDRESS: 6183 ROCKFISH GAP TURNPIKE CROZET, VA 23932 1. OWNER: FROEHLING & ROBERTSON, INC. 3015 DUMBARTON ROAD RICHMOND, VA 23228 AGENT: BALZER & ASSOCIATES, INC 1561 COMMERCE ROAD SUITE 401 VERONA, VA 24482 PHONE: 540-248-3220 EMAIL: DODONOHUE®BALZER.CC CONTACT: KENT O'DONOHUE, LA 2. PARCEL INFORMATION PARCEL 10: 05500-00-00-11000 DB 1124, PG 313 ZONING: HIGHWAY COMMERCIAL + ENTRANCE CORRIDOR OVERLAY CURRENT USE: VACANT PROPOSED USE: COMMERCIAL ADJACENT LAND USE(S): COMMERCIAL, INDUSTRIAL, VACANT SITE AREA: 1.76 ACRES DISTURBED AREA: 1.53 ACRES EXISTING IMPERVIOUS AREA = 0.08 ACRES (5%) PROPOSED IMPERVIOUS AREA = 0.58 ACRES (33%) PROPOSED PARKING/DRIVE AISLE AREAS = 18,308 SF 3. SETBACKS: FRONT = 10'-30' SIDE = 0' REAR = 50' 4. BUILDING FOOTPRINT = 6,350 SQ. FT. (INCL. PHASE II), 5,300 SF WITHOUT PHASE II BUILDING CONSTRUCTION = TYPE V -B (CLASS 1) BUILDING USE = GROUP B (C-2 OCCUPANCY) NO. OF STORIES = 1 FIREWALL = 1 (REDUCES BUILDING TO 3,750 SF) BUILDING HEIGHT = 35 FT MAX NOT SPRINKLED REQUIRED FIRE FLOW = 1,500 GPM PROVIDED FIRE FLOW = 1,500 GPM BASED ON ACSA HYDRANT FLOW TEST REPORT DATED 2/17/2016. 5. STORMWATER MANAGEMENT: STORMWATER RUNOFF WILL BE MANAGED THROUGH THE PROPOSED SIORETENTION BASIN AND SWM OPEN SPACE EASEMENT TO MEET RUNOFF REDUCTION REQUIREMENTS FOR THE 1 -YR AND 10 -YR STORM. WATER QUALITY: WATER QUALITY IS ACHIEVED THROUGH THE BIORETENTION AREA. 6. WATER: PRIVATE (WELL) SEWER: PRIVATE (SEPTIC) 7. PARKING REQ'D: 1 SPACE PER 200 SF OF NET OFFICE FLOOR AREA = 5,080 SF (6,350SF X 80%) / 200 = 25 SPACES (INCL. 1 ACCESSIBLE SPACE) PARKING PROVIDED: 25 SPACES (INCL. 1 ACCESSIBLE SPACE) 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO THE REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS UTILITY" OF CENTRAL VA TOLL FREE 811. 9. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CAN, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 10. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 11. PROPERTY IS LOCATED IN FEMA DEFINED ZONE 'X'. COMMUNITY PANEL NO: 51003 C 0237 D - EFFECTIVE DATE: FEB. 4, 2005. 12, THIS PROPERTY LIES IN THE SOUTH FORK RIVANNA RESERVOIR WATER SUPPLY WATERSHED. 13. SOURCE OF SURVEY & TOPOGRAPHY: SURVEY BY BALZER & ASSOCIATES, INC., DECEMBER 4, 2015, DECEMBER 9, 2015, & FEBRUARY 1, 2016. HORIZONTAL REFERENCE IS NAD83 VERTICAL REFERENCE IS NAVDB8 14. TWO VARIANCES FOR SIGNS HAVE BEEN APPROVED ON THIS PROPERTY: VA1975000012 & VAI980000011. w U_ LL W LL Y Oz CO U w Q Z U Y CO U w O W O U H U H (n J Q LU H 2 DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 03-07-2016 SCALE AS SHOWI REVISIONS: 05-16-2016 01-31-2017 SHEET NO. C 1 of 11 JOB NO. 34150050 SITE SOILS TABLE \ HYDROLOGIC SOIL TYPE SOIL NAME i ; f / DiYF SOIL GROUP 78 BRADDOCK LOAM, 2 TO 7 e PERCENT SLOPES — YESVILkE-£-IAY--LOAM. 2 TO..... 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Hu - - - - - - - - I a c` I FENCE /r I IN (TO BE REMOIED) EX ;,zrCE BLDC / { `., � �� �` i�+Fraus MAPLES Y�gXs, &\ \ `` Bf� L� DUMPs;�Rs 6, \ Rmu fWRDWOOb+F \ it�.710"s MAPLEs, OAKS,\\& Z SR1RY f I (70 BE RELOC47ED) r ., '9B \/ B -24" CAL. iY.?N 7H.'C',$' \O;XER tt4RDW�JODS \ FRAME BLLG� _ ®' �`i,. / \ OND£RBRI \ B'i 4' CAL. � 7116, `\ (T0 BE _ _ /f/ I `. \ `bI EALUN \ UNDERBRUSH i � �3 CLEANOUT \ (T F J � R£MO{EDJ - BCOCX WELC °9s \APPROX. 1_DC. OF 7 B (FD BE REMOVED) NOUS£ RESERVE DRAIINFIELD '� \� 00 BE REMOYIDJ FRDEHLl1dG & ROBERTSD,N INC I TAX MAPS 55-109A r I EX SHED OB.' 1124 PG 313 r of \ \ l -------------------- USE COMMERCAL \ I ^ NG' HIGHWAY COMMS L / I w _ N ` h \ \ _ \\ -:- \\ \----- - -------\\ f- CG'rT-REB W£LL EX 7REEUNE rr I COYCRElE PAD (IYP.J i FROEHUNG & ROBERTSON INC _ (TO BE REMOYED) - - - - - - - - - I \ \ ' \ ----------------------------- IN \ \� DB. 1124 PG.313 \\------------------ 1.762 ACS \ I \ j APPRBX IO 4770 OF EX I FRAME SHL ------------24N/NG--1llGKWAYCACNOMMERCYAL------------------ \\ SEP77C RELD \ --� F I W ��o� \\ \ \\ \ USE I h\ \--------------------------------- \ I I `\ \ \\ \ \ \ I _ _ Amm am I I r Q ~ � APPROX`,LIN OC\OF, \\/ -�-------- 14 "PINE 'N I `, \\\ `�\ `PRIMARY O`RAINFIELD'N, )[ /1S \\ \ / __-___ / Z _Z / J7CJ SOIL TYPE, TYP V SOIL BOUNDARY LINE, TYP. \ zIN l t \\ ✓ - I r I I i \ 7 _ __- I<ARLiBLE WA '' _ i , ! - -' - - - - - - - - -- - - ROD/f LU U LL LL 0, 0 '^ Y VJ7 ❑ LLI Z Q O _ 0 rn Y V ::)0 Z E6 m Lu 5<- N N w U DRAWN BY D DESIGNED BY D CHECKED BY E DATE 03-07-20 SCALE 1"=2 REVISIONS: 05-16-2016 01-31-2017 SHEET NO. C2 of JOB NO. 34150050 \ ,PP0TEC710N BL'Ff£R - i ; f / DiYF \\ \\ I i ,� (TOP OF (POD) I � _ OrOO' f/ fZ£Y-7�r5.5E ' , G , 1 \1 � r l I c I I I =163 FROEHL1tiG & ROBERTSON I RCD/F ,"INC TAX MAP#5- i 09 " lr i bs.1124 A5-JI3 I �� I B I r ; ZQN1NC• RU4AI AREI� 11 ; J B USE: VACANT I ; l ; 1 N74'U* Et 20 0 20 140 60 A / ! i '' f' P, DDjF ( j A 9.98' SCALE: 1 " = 2 ' LU U LL LL 0, 0 '^ Y VJ7 ❑ LLI Z Q O _ 0 rn Y V ::)0 Z E6 m Lu 5<- N N w U DRAWN BY D DESIGNED BY D CHECKED BY E DATE 03-07-20 SCALE 1"=2 REVISIONS: 05-16-2016 01-31-2017 SHEET NO. C2 of JOB NO. 34150050 I L 1 J I 4 I -j _ H I —1 9 10 1 \5 U\ AND ASSOCIATES 1 NmRANTC$ o � _- ROCKFISH GAP TURNPIKE °HU\ 208 TO CL OF 325' TO CL OF PRO REFLECTING TOMORR HILLSBORO LANE INTX. RE NATA ENTRANCE I - _71 Gulf--ZV- - -- --—uy -- - - - ---' -- - — :� ._- -.._ www.balzer.cc (110' R -O -W) EX. ROAD LANE STRIPE U CG -11 FLOW LINE CONTR. TO NEAT SAW -CUT— - ------- - &MATCH PVMT v ....---_ N Staunton o ENTRANCE IL) (SEE DETAIL) ---- New River Valley Roanoke Richmond dy 12.00' _-- ♦ -� --- —12.00' EX. PVMO BE Harrisonbug A_ _ _ / 50' TAPER IU - _ ♦ - - ►- _ _ 1 _ _ TAPER �ALECED WITH -- --- -- ape-�— at_.o�u� EEL0­wENaN /!REP1 GRASS SWALE �?sI�E OEVEEG 1MIN-IN \ CTQ(f,Y �qTE � xlNcezoNlw R40.00' R42.00' M —A-ITE-REPROP. E -O -P INV IN= 70562 uNn suavEVlnG INV 04ff=70J 74 Q AxcNrlEcruRE may, 10'-40' BLDG. o OHU- - OHU---- SnRUCTU-ENGINEERING '!r A OI OHU -- ONU -- -5—ON ENGINEENNG SETBACK` a o DITCH TO CONVEY WATER OHU- OHU-----1OH — — --- - N N �— — — — — �— — — — ' — — —� (TY — —. - — — — —HU-- OHU — HU. — -01iU EttANG vceoNrnE u UFIINEATfOM1G b STRFP.M E �--""-OHU- E NI b50LL SCIENCE AWAY FROM FOUNDATIO I — — — — _77_1__ 4.0' --------------- _--_ ____ ___--_-__-_-__ ___--______-_ P ___ ) (TYP) I �_ _-_._ L Balzer and Associates ASE PH BUILDING r 25' 64 , F__- J I I 1561 Commerce Ro 18.0 131.52' LIZ-7'O FICE BUILDING (TMP) I I I I r I Suite 401 j \ 32 m1 -STORY Ig 41' 5.5'QIVerona, VA 24482 6,350 SQ.FT. jEu540-248-3220 ROOF SLOPE FFE=71 1.00 ,� m °FAX 540-248-3221 -�__ ACCESSIBLE f-------84•------ ----�RAfR �ASItT----- ---- -- PARKING IJ I I K TH OPROP. CT ROOF LEADERS o (SEE DETAIL) -� ZVFIREWALLS --40 PLUMBER CONN.raP0 FROM W LAPPROX. LOC. OFom RESERVE DRAINFIELD PROP SAN. HDPE FOR 8'HOPE 8?IDPE e'HDPE— -.HDPE / 8" TYPES I I I ,d .a.. SEPTIC�YSTEM ROOF LEADER •• L 11.0 ( "D. fiat OLmahua (PY OTHERS) CONN. ® 1% e - HANDICAP lic. No. 0108001 PARKING SIGN I I I ry 01-31-2017 / MIN. SLOPE, a SEE DETAIL .o ( ) I I I I J ds O TYP. 'm= cn APPROX. WELLPLUMBL / C9 Pg ARG CONN. ER SID N I LOCATION I I _J I I / (BY OTHERS) / / ROOF SLOPE CONC. SIDEWALK, TYP. CG -2 / / b (SEE DETAIL) I (TYP.) I I I ® WFZ1 I i \ ----- I I / 12" TYPE 'om MONOLITHIC SIDEWALK, TYP. I I --- "; v S HDPE (SEE DETAIL) I I I 130.73' a CG -6 (TYP.) / •1 'HDPE TRAFFIC RATED NYLOPLASi II \ R7.50' A DRAIN BASIN W/ H25 CG -7 FOR 24'IACCESS \ N RATED FLAT TOP OR EQ. I I I \ \ 4' DOCK & 10'X20' TOP=707.35 ROLL -OFF DUMPSTER o INV=704.50 R3.00' I ! H DUMPSTER PAD I TRAFFIC RATED NYLOPLAST GRATE I _ E -O -P \ INLET - H25 RATED OR EQ. II m — — — I (TYP.) I I TOP=706.80 Q I I I I / I W INV=704.80 U APPROX. LOC. OF / II m 5' GRAVEL DIAPHRAGM 6 I I I / LL \ PRIMARY DRAINFIELD / (SEE DETAIL) 20' I I I I G U_ / I I 17_r �� 1 1 35' PRIVATE ACCESS l I I 0 u H 10.00' ESMT. & SWM ACCESS / I I 1113.78_---------- 17_2-- - a \ SEHiMENT FOREBAY W/ I ��--Of g10 -RETENTION.- 1 I i ESMT. �\ ---- I Cnx Q SLOW FLOW CONC. WEIR _ J� I I I �F J 16.71' C1.57' --- I PROP. TREELINE, TYP. / (SEE DETAIL) I 6 61 57 1 I II.I a a (SEE ESC & GRADING 1 J _ _ I I Z_ I PLAN FOR TREE ,SWM OPEN SPACE ESMT. �- / /_ _ 30' & VAR. TEMP. / F � J PROTECTION) / (MOWING LIMITED TO 4 _ JR4` /]- CONSTR. ESMT. j U) 5 O = TIMES PER YEAR) , - e L HIGH FLOW CONC. WElff — D o } W 1 - - VAR WIDTH SWM (SEE DETAI t m M Q ACCESS ESMT. _ SEDIMENT FOREBAY W/ I w 1 LOW FLOW _ - - VARA&E WATER CONC. WEIR II I E IN PROTECTION 6UfFER (SEE DETAIL IN - - - - - - - - - - - - - 1 - GENERAL NOTES: — _ 1 20' BUFFER 1. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EX. VEGETATION TO UNDERGROUND UTILITIES BEFORE EXCAVATION SHALL OCCUR. O 50' BLDG. SETBACK REMAIN AS BUFFER 2. ALL RADII SHOULD BE ASSUMED 5' UNLESS SHOWN OTHERWISE. DRAWN BY D _ 3. KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE I-- - - — MARSHAL OFFICE FOR LOCATION. I DESIGNED BY D 4. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE 1 CORRIDOR SHALL BE ELIMINATED. I CHECKED BY — , 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 03-07-20 3.000 OR MORE INITIAL LUMENS SHALL BE CUTOFF LUMINAIRE DATE — AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM C SCALE 1 ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN I REVISIONS: RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT I 05-16-2016 EXCEED ONE-HALF FOOTCANDLE. 1 I 01-31-2017 LEGEND: PROP. PAVEMENT B (SEE DETAIL) I ��. PROP. CONC. SIDEWALK I • (SEE DETAIL) 20 0 20 40 60 SHEET N0. PROP. DUMPSTER PAD I C 3of 1 (SEE DETAIL) i SCALE: 1 " = 20' I I 4 1 1 6 11 12 1 14 1 7 1 1 19 0 I 21 JOB N0. 341500`:. GRADING NOTES: 0 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR 0 OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE o TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS yG\ REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN AREAS TO RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE ORIGINAL GROUND SURFACE. oy G 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. ONO N 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND GRADES AS INDICATED. \ \\ Nu\ 4. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB -1 FOR \ oNu STORM DRAINAGE PIPING. 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO - EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA, DO NOT -- - --- -__- M ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER PREVENT SOFTENING ROCKFISH GAP PIKE °Nu M OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO \ STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC _. On//TE `gn __ _____ _ _ TEMPERATURE IS LESS THEN 35'F (1'C). - o Nu 70997 - - (110' R -O -W) yc 709.84 709.39 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN -■■■■■■■■■■■■■■■■RMEN moon ■■■m■m■■■■■■m■ ■■mso■■■m■m■■■■� ATMOSPHERIC TEMPERATURE IS LESS THEN 35•F (1'C). ■ ■ --� -S o 770.9) 77087 7. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED SUBGRADE ____ ----------------------------'" c ■ 777.32 N - _ � 5 7-709:43 ■ L ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND ■ 7y-�� -' - \ - - -_ 709.68 ._.- ■ ■-■i ■ L CROSS SECTION, WITH NOT MORE THAN 1/2" ABOVE OR BELOW REQUIRED SUBGRADE-'----------------- ■ 711.14--♦_�J_ _-__ _ ELEVATION. ------------------------------ 710.64- ��._-_-710--��%� � --- ----_ ■ B. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE __ ___ �'��)`------- ___ ��■L___, °No SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. 4t o _ " rNFN,U4RK �`.� #' � \ . sc TP712 --- - oHu-- OHU - oHu- OHU OHU SPREAD TOPSOIL TO A DEPTH OF 6" OVER ALL DISTURBED AREAS NOT RECEIVING WALKS, ii1P LIF MONUAOVT) �, `� \\ `� ■ _- �'O'20 710 �2 71 .25 OHU---OHU--OHU- OHU HU K PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING _ QTY=7ax,2 _ _ •�_ _ _ _ ■ ■ - _ _ _ _ _ _ _ 7 .75 _ _ _ _ _ _ _ _ _ K PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES ` - 71 - _ _ - - - _ /- 1 - - -710.58 AND DEBRIS OVER 1/2" IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF -' -- --K DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY._ _ _ _ _ `moo,,. ■ ` -H� _ -` - - _ _ _ _ - - _ _ - _ _ _ - 710.0811 10. FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 6" BELOW FINISHED 98g� FLOOR ELEVATIONS. I �� ' �� \ \ OFFICE BUILDING ^� IO9.39 f - J 11. PROVIDE A MINIMUM OF 57 SLOPE FOR A DISTANCE OF 10' AWAY FROM ALL BUILDINGS �\ \\ ��`IIs 0 1�15TORY S I ', FOR POSITIVE DRAINAGE. ''j, `. \. \ \\ 6,350-SD.FT. `\� �`.` R F SLOPE \ m 5 - 71 .2 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 59. \\ ` �`� °�\ - FFE=71 1:Q0 709.881 AND A MAXIMUM CROSS SLOPE OF 2%. I--- s'�;----� -T-- ---�---- - -,�-- - ------------- --- ---�' -- - -- ----- \ --- \I711,00 709.881 \4PPROX."I,OC. OF ES RESERVE DR111NFIELD �` 1 B"HDPE \ 6"HDPE B'HDPE- B"HDPE 710 19 I ` 710.60 ♦: `� `` \ `� � � `. 710.10 ♦• `\`, \\ �`� / �`�s� 710.84 . _ __-- -__ _ _ I ` \ ` ` o �710.20 l \ ♦�.\ \\ / �'�"""n'� � \ IlI�`. `. ♦: ♦•• \� \ / �� I I \ \ 7 9.70 71ozo I 3:1710 0 -__ - - - _ _ LMBS OF DISTURBANCEH \ ROOF SLOPE• 710.88 -- 1.53 ACS H , f � 709.19 ---------- ` ♦• • � / \ \ � � �`� 710.88 708.69 \ \ ------ --- ----------------------- \ I I j' / y \ TW:7 4.�8 Tw:7,o.aa ---- -- G CONSTRUCTION OPERATIONS RELATIVE 8w8aD ---- ---- - - II �` I I I G TO THE LOCATION OF PROTECTED TREES 9W:707.12 7; .8----__ 707.18 708.10 706.88 \ ♦\ �i 707.32 TP ♦ I I \`� 3.38 OTP \\ \ \ \ \♦�•• ♦�• `� -706.8_ 2__ -- ------------ -- ----- ---- '-- --- --- --- & PROTECTION -----_F TREE PRESERVATION 706.2- ____TP 7`\�`� I II 25 �I ` ,I F \\ ` APPROXI, LOC. OF, \ - / 2:1 7 `� \ ♦ �PFIMARY DR4INFIELD \ �• \ CAN USE rI SP. SF ASS \ (SEE ESC /IAN FOR- -------- bl 1 �\ I E \\ �•�.,• TP S OCA -n - _ I I BIC) RE FE I N 1 1 I i lig/ I-_.--�I E ', I �LWITS OF DISTURNCE --� ` ♦ ` lb _ . 4 1 '706.3' 1.53 AFS \\ ' • ` %� , _ Z ; 705.8; I D `� \\ • •• �• 0 i / i i r •J� Y lii �� 706.97 �` I \ _ . - - ■ ■ '� ■-�asr- r` I 706.47 ` \ .� �\\ , � _ �� �•-,, ■ ■\� ■ ■ � -� / ,101' I i � VAR[4BCf WATER ' � i � / - - - - - - - - - - - \ - PROTfCT/UN WfI£R C (TOFF OF C £C£V=7/1556 Imo\\ �%_ B I 11 B 20 0 20 40 60 i A SCALE: 1 " = 20' I \ f a 1 LL] U_ LL u- 0, z F w aQ /�Z � c/)LO r D O m W� NN U PE z Q d z_ E3 i� DRAWN BY U DESIGNED BY D CHECKED BY E DATE 03-07-201 SCALE 1"=2 REVISIONS: 05-16-2016 01-31-2017 SHEET NO. C4 of 1 JOB NO. 34150050 HANDICAP PARKING SIGN SM -9.5A OR SM -12.5A WITH INTERNATIONAL BM -25 (� SYMBOL OF ACCESS ON AGGREGATE BASE ___----- -- I(`�IJS`� BLUE BACKGROUND. COURSE -21A 1-1/2" 1/2" PREFORMED EXPANSION PROVIDE THEFT PROOF --—'------`-----------------"------ —"--- BOLTS, WASHERS & NUTS. 70 -]��_ __ _ _�.� _� ) __ 3 JOINT FILLER WHERE ADJACENT TO BUILDING NAxaSSE SIGN TO BE OMITTED FOR SPACES THAT ARE NOT COMPACTED SUBGRADE o PENALTY VAN ACCESSIBLE SOIL — CBR= 7�\\\�\�\�\�\�\�\�\�\�\�\�\�\�\�\%\ CLASS I AIR AAAAiAA\AiAA/AA/AAAj,�/ ENTMNED CONC NOTES: STANDARD -DUTY STEEL TUBE PIPE "ol CONDITION AT CONC WALK e CONDITION AT PLANTER AREA 1' DIA CONC FOOTING HANDICAP SIGNPOST DETAIL NO SCALE 5' SIDEWALK 5X HI.ax MkY jl '�i°vx on) (Iv:2w7 MAXIMUM 2% PAVEMENT SLOPE IN ANY DIRECTION WITHIN AN ACCESSIBLE PARKING SPACE OR AISLE ACCESSIBLE AISLE AND CURB RAMP DETAILS NOT TO SCALE - THIS PAVEMENT SECTION DESIGN IS BASED UPON A TYPICAL NOTE: ?'A H STANDARD -DUTY USE AND SHALL BE VERIFIED BY A GEOTECHNICAL PAVING DETAIL FINISH — TROWELED EDGES, BROOM FINISH ENGINEER PRIOR TO ESTABLISHMENT OF FINAL PAVEMEM SUBGRADE. MNG N.T.S. EXISTING PAVEMENT PROPOSED PAVEMENT �12" SAWCUT AND CHIP AWAY EXISTING SURFACE COURSE +2" PROPOSED SURFACE COURSE BENCHED PROPOSED BASE COURSE PAVEMENT JOINT — — — PROPOSED AGGREGATE SUB BASE 95% COMPACTED SUB—GRADE PAVEMENT JOINT DETAIL N.T.S. EXPANSION EVERY 6 EXPANSION JOINTS EVERY 30' MIN. SIDEWALK DETAIL N.T.S. m 1.4" RAD.FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS ® 20� 0" O.C. (MAX.) ROUGH GRADE 4" BACKFILL IS NEEDED) SIDEWALK CROSS CG-" SLOPE 1.8% MAX7_7 GENERAL NOTES RAIIS) (RMA15 TO BE AS 7' T PARKING LOT Ilo MATCH SLOPE ON PLAN cr / CG -2 Ofl CG -6 L - - - - CONFKARATION. 1 B SIDEWALK ----1510EWN.K '6' I _ NOTE 5) OPTIONAL UNPAVED SPACE _ 7-1:EEld 8I=III;1rill-21 h —IIII—II =SMATCHIDEWALK IIII— III -IIII ANNT NOTE WD1N •B" 2'-0" OR AS W YNLNE ROADWAY MATCH DETAIL PAVEMENT PLAN VIEW DETAIL MONOLITHIC SIDEWALK DETAIL N.T.S. 1/2" HAD CLASS A3 AIR ENTRAINED CONC. W/ 6x6 WELDED WIRE REINF. 22 a r 6. d 6' STONE f-11-1111 AGGREGATE BASE COMPACTED SUBGRADE HEAVY DUTY CONCRETE DETAIL N.T.S. B ASPHALT PAVEMENT -RE. TOOLED EDGE W ue (1) R4 CONT. SLOPE PER PLAN • a. S' d IA sTwue R" DUMPSTER APRON DETAIL N.T.S. THIS AREA MAY BE CONGIETE AT THE OPTION OF THE CONTRACTOR I ry� CLASS A3 T CONCRETE .l,.F.. THE BOTTOM OF THE CURB & GUTTER MAY __/ 24 BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED CG -6 (WET) DETAIL N.T.S. FINISH GRADE ROUGH GRADE 4" t .s I II—Ll�1 I CLASS A3� CONCRETE ; o•rq 4A I� CG -2 DETAIL N.T.S. TOP OF PAVEMENT TOP OF PAVEMENT NOTES) L THIS REN MAY BE PRECAST OR CAST N RICE 2. CONCRETE TO BE C AT F CAST N RACE. 4000 PSI F PRECAST. 3. DO TION CUB L CURER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CINE) SHALL BE PND FOR AS PAD. COMBINATION CUB L GUTTER. 4. FOR USE NTN STIBIRED OPEN -GRADED DRAINAGE LAYERL7IE BOTTOM OF THE CURS AN GUT R BE CONSTRUCTE[I PARALLEL Toy OF SUBBASE WIASES AD TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -7 IS BASED ON ROADWAY CLASSFCATIOH AND DESIGN SPEED AS SHOWN N APPETDM A OF THE —7 ROAD DESIGN IHNk1K N THE BECTON ON —AN GS STMDADS. 6. WHEN THIS ST ARD 6 TO BE TIED INTO EXISTING BARRIER CUB,THE TRANSITION IS TO BE MMHN E WI &( "'FOM N STANDARDS CAN BEM ME AT 7. f WHEN COMBINATION MOUNTABLE CURB ND GUTTER 6 USED. THE STADARD ENTRADE GUTTERS OR STADAM CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CIFB CUFaLRATNN INCORPORATED. ROAD A,avBROCE ,,,D„RDS COMBINATION 4" CURB AND GUTTER SPECIFICATION SHEET 1 OF 1 I REVISION DATE q5 VIRGINIA OEPMTMENi OF TRANSPONTATION 502 20I.04 W U LL. OUL V/Z LLI Z � x :D LW � f LLI N U J_ Q W 0 W DRAWN BY UK DESIGNED BY DK CHECKED BY ER DATE 03-07-201 SCALE N/A REVISIONS: 05-16-2016 01-31-2017 SHEET NO. C9 of 1 0 JOB NO. 34150050 3w /' 7 CG-" I N A -STREET APPROACH SNE SURFALNG IRAOAIS TO BE AS I 'A' AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON S GENERAL NOTES RAIIS) (RMA15 TO BE AS 1. WHEN USED N CONJLNCTON WITH STNAAg CG -3 OR CC -7. THE CURB FACE ON THIS STANDARD 6 TO - - - - - _ - - - SHOWN ON RANSI BE MASTED TO MATCH THE 40UNTABLC CURB / CG -2 Ofl CG -6 L - - - - CONFKARATION. 1 B SIDEWALK ----1510EWN.K 2. SEE 5T"AD CO -12 FOR CURB RAMP DESIGN TO BE USED WITH TMS STANDARD. I _ NOTE 5) OPTIONAL UNPAVED SPACE = - - - I FLOW LINE 3. IAAP I PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY S"ADE STABLRATION -� ---- i ExPANSH)N JOINT REQU D FOR MANLFE PAVEMENT WNCH CAN BE GUTTED N THE EMRANCE.) ANNT NOTE WD1N •B" 2'-0" OR AS W YNLNE ROADWAY L. RANAL CUB 01 COMBINATION CURB AND GUTTER WED THE R/W LINE SHOWN ON T mx SECTION. q Ej(LµELPTPoFOR PLAN VIEW ENTRANCE NOTES 5, WHEN THE DTIRATICE RAIN CANNOT ACCOMMODATE THE MANUNE ROADWAY SLOPE lAaING REQUIREMENTS OF ARICPATEO HEAVY TRUCK TRAFFIC, TIE DEPTH FOR SIDEWALK L CURB RAMPS a'PATADOLIC CURVE IENTRNDE ONLY, NTHIN THE LIMIT OF THE N SNUAD BE EDGE Di PAVEMENT OR ax MXK. 0 INCREASED TO 1'. KSEE CC -T31 LjT ROPE CHANGEARE OPTKNAL ROW LIE ® - - -- - _ .- O 6. ME 6OlkREO i0 PROVIDE PPoIVEDRANIGE AA[ROW TO ON MNLIE - - - - - - - - NOTE ]) THE EHTRNDE. 6k 7. THE DESIRABLE AND MAIUUM ENTRANCE GRADE CHANGES �AY- SLOPE CHANGE - - 0 o• AAE USTED N THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APRCM TO STREET F0. CONNECTIONS. L'ON�ERc1iL Er INTERSECTION NOTES e. WHEN CO -H IS USED FOR STREET CONNECTIONS. THE ® CONSTRUCT CRANE CHANCES WITH A PARABOLIC CURVE. �TOTP`OLICCNL THHEESIAPPLRa�ACCORDANCE CREOOUR MFNTSH SECTION A - A OF SIGHT 019TAANCOT E AD DESIGN VALUE REO MEMEMNTSS. SiOPPNG 9. OPTIONAL FLOWLAE MAY REQUIRE WARPING OF A -+{4'H•A- PORTOFGUTTER TO OVDPOSITIVE SITIVE DRIINACE ILR095 THE INTERSECTION. B TIII'_"Illp ALLOWABLE ENTRANCE GRADE CHANGES 1•�T - aKME cNANCE CUSS U CITE - - EMTRAHCE VOLUAE D' DESRABLE YAXYY HIGHmom THA N 1300 VPo D k 3 k SECTION C -C H.INUN 500 -UGH VPD .3x ex LOW I LESS TRAN 500 VPD I sBk Bk NOTE; ALLOWABLE ENTRANCE GRADE TABLE IS HOT A A1LE To STREET CON ECTDNS SPECIFMCH. METHOD OF TREATMENT �vooT (CONNECTION FOR STREET AND COMMERCIAL ROM AND BRDGE STNDAN05 5D2 INTERSECTIONS ENTRANCES) REASON DATE BEET 1 o< I MRCMA DEPARTMENT OF TRANSPORTATION 203.04 THIS AREA MAY BE CONGIETE AT THE OPTION OF THE CONTRACTOR I ry� CLASS A3 T CONCRETE .l,.F.. THE BOTTOM OF THE CURB & GUTTER MAY __/ 24 BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED CG -6 (WET) DETAIL N.T.S. FINISH GRADE ROUGH GRADE 4" t .s I II—Ll�1 I CLASS A3� CONCRETE ; o•rq 4A I� CG -2 DETAIL N.T.S. TOP OF PAVEMENT TOP OF PAVEMENT NOTES) L THIS REN MAY BE PRECAST OR CAST N RICE 2. CONCRETE TO BE C AT F CAST N RACE. 4000 PSI F PRECAST. 3. DO TION CUB L CURER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CINE) SHALL BE PND FOR AS PAD. COMBINATION CUB L GUTTER. 4. FOR USE NTN STIBIRED OPEN -GRADED DRAINAGE LAYERL7IE BOTTOM OF THE CURS AN GUT R BE CONSTRUCTE[I PARALLEL Toy OF SUBBASE WIASES AD TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -7 IS BASED ON ROADWAY CLASSFCATIOH AND DESIGN SPEED AS SHOWN N APPETDM A OF THE —7 ROAD DESIGN IHNk1K N THE BECTON ON —AN GS STMDADS. 6. WHEN THIS ST ARD 6 TO BE TIED INTO EXISTING BARRIER CUB,THE TRANSITION IS TO BE MMHN E WI &( "'FOM N STANDARDS CAN BEM ME AT 7. f WHEN COMBINATION MOUNTABLE CURB ND GUTTER 6 USED. THE STADARD ENTRADE GUTTERS OR STADAM CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CIFB CUFaLRATNN INCORPORATED. ROAD A,avBROCE ,,,D„RDS COMBINATION 4" CURB AND GUTTER SPECIFICATION SHEET 1 OF 1 I REVISION DATE q5 VIRGINIA OEPMTMENi OF TRANSPONTATION 502 20I.04 W U LL. OUL V/Z LLI Z � x :D LW � f LLI N U J_ Q W 0 W DRAWN BY UK DESIGNED BY DK CHECKED BY ER DATE 03-07-201 SCALE N/A REVISIONS: 05-16-2016 01-31-2017 SHEET NO. C9 of 1 0 JOB NO. 34150050 3w /' 7 1 1 2 1 3 1 4 1 5_1 6 L y r I I (Il,ndbouA pP 111 .Nd -I l l i.l (r r,r n( r «. n, b<".a VARIOUS VAPL'3, -WS, 4 8diimb, nr<„rins a<m a<eriPuw .Rel. O7NER"RARDWOO,9S .. • �1 a "-2l' M. WAIN IMCK. • e \ • p _ f � w<�a bsn�m.K insxm=a,w mm�nr<<w;ns UNO,-RBRUSNoT4 R1 ,% A5 *♦ 5vkn. 'STREET f 01ffAGE p 3 .631 Alllnx+wbe++,'nl aM1dlA meM1ed wim pnm rnbAx.r+b'4f,'d-1 —bb,gaenl rryx �.v � .^.♦ // —_ O I+'n B>'+rN,lul b<yn ur Imc anvrE'n by ban LwpaHci anJ+ypn,,.d FY+�ou�nry lnsprrmM ` � � � _ r Y N < x<++�•<gniEf Pmem v<�-h�a�o-,�+rc,<maar+s<or<nwrwnion m.w�.l+rrcwama mn m.l nxv<rmi .d+:m �u.einm„amu<<, \ y� • � y � ♦ c Firm+.e nor p<mime wnbm. iw ral ofN<mipinc "flrt,wbc a.d. `'. \ ♦ \ ♦♦1 1 a. ley, 63 T,.km,r.r:,l.<mll nw xnnna w;minlm r,.<.nx ariWn..rr.a.a xm.<a. �. �♦ ♦ \ ♦♦ ` r M ♦ � ♦ ♦e �'Iwvw WrtWrrrE wirhm Fifec,nfaPnM++M building or Nrtlin9 alvitr xl+llxPnwNbY RrcinN. ` \ �frnclnN rb+llxin Pleu,M abnll xi�wymdend aPPrnvnl M1y,f unry ln.P<cwr priabBMinNwmnnr�nuon. I ♦A `A \ / ♦ J 9, IL<tSsW: ♦♦ ♦ e TJtf vmm m<snww o-r<I mnnxmi,M+.;mmm<e.;Pl:rcm,nar"bn,..al,l,en w�m.n xnra.H<a md.mn<w+a+"a<w ♦ .♦ mbn�nwr A<,PPrrvJ ♦ ♦ > IW r.rxlw+.d,,;alin u<d+rvrrr< b+enxu.a.,l+a mn nwlx wm;mr i \ ♦♦♦ ♦/ ♦ Y bm n,d rw rrm'+Tm \� ♦♦ . ♦♦r \ i � 'bmnm�msa+aM<a.,,xrm r�n<mninna�mr �nn xarl+ r ..,r e+mu< 4 ra <,ml< _ 1•\ \ `�♦� • `,'\„% nndo r•N<+ra ab nx<nuie< „matr we -,.. icipvM mn oamtuy 4mcM1lnNwllJawy frNm �< %♦ \ li .. IndnN+Emlxm<I+n anw,+m,..<e dwinNm<rw+naawP ♦♦It \\\ ` \\ •®�— ' IB O"nayN inn aF<Ilxtreacd immedi"NyMp 'ng,fWIIIWianarnbn mubW+reanmmME bp+va,P<.i+lln \ 1 \ NaTT.�II'IS TRE On TREI: f:UN5ENVATION ♦ I A \\ \\ KRr.OUIRrArErns. ♦ A♦AI \ ♦ ♦ ♦♦>` \ --_ ♦\�EE LANDS CAi INSERT /1 OWNER9GNATURE KDATxI A \\> FPR PCANTING`LAYOUT R 1'RRC. ER GNATRRE (DATE] ``AAI I ``` \\ ♦♦ \ , LANDSCAPE INSERT SCALE: 1" = 10' (SEE BIORETENTION LANDSCAPE SCHEDULE FOR PLANTING SPECIFICATIONS) LANDSCAPE SCHEDULE: LABEL CV C "` PLANTING SPECS ---------- QUANTITY ---- I Quercus palustris Pin Oak 3-1/2” cal./ B&B 6 CB Carpinus betulus Pyramidal European 2-1/2" cal./ B&B \ 6 � "Fastigiate" Hornbeam I\ I III \ y AP(/'•'�\� j cer palmotum oponese Maple 7'-8' Ht./ B&B 1 CA F — --- — FA Eastern Redbud _ _AROUNDi IN REPLACE I / (OF SOD, TYP. ' LANDSCAPE INSERT SCALE: 1" = 10' (SEE BIORETENTION LANDSCAPE SCHEDULE FOR PLANTING SPECIFICATIONS) LANDSCAPE SCHEDULE: LABEL SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SPECS PLANTING REQ. QUANTITY QP I Quercus palustris Pin Oak 3-1/2” cal./ B&B 6 CB Carpinus betulus Pyramidal European 2-1/2" cal./ B&B \ 6 � "Fastigiate" Hornbeam I\ I III \ AP(/'•'�\� j cer palmotum oponese Maple 7'-8' Ht./ B&B 1 CA S Cercis canadensis Eastern Redbud 7'-B' Mul ii -Stem/ 3 \.•/ LT Lagerstroemia x "iuskegee" iuskegee 7'-8' Multi -Stem/ 5 ) Cropemyrtle B&B IVO Itea virginica "Sprich" "Little Henry" Dwarf 24" Ht./ #3 gal. 4 Sweetspire JC Juniperus chinesis "Nick's Compact" 24" Ht./ %j3 gal. 15 Compact" Juniper JS Q"Nick's Juniperus chinensis ver. sargentii Sargent Juniper 12" Ht/ #3 gal. 6 CC Carpinus caroliniona American Hornbeam 1-1/2" cal./ B&B 1 per 250 S.F. 2 CV Chionanthus White Fringetree '-8' Multi -Stem 6 / 1 per 250 S.F. 3 \Y virginicus B&B FA w "' Festuca arundinacea Tall Fescue Sod Complete Cover 3,800 SF LANDSCAPE NOTE 1, ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH. AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 13 1 14 15 i�Y SIGHT j. STANCE RIANGLE-- OHU--- OHLI GHIJ OH U OHLL 1 I. ++ CB cy � I 1 I I I I 30 0 30 60 90 SCALE: 1 " = 30' LANDSCAPE SPECIFICATIONS 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 2. ALL WORK SHALL BE COORDINATED WITH TRADES. 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FOREIGN MATTER AND ROOTS, STUMPS AND STONES LARGER THAN 2" IN DIMENSION. 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF WORK. 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REPRESENTATIVE WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALENDAR MONTHS AFTER ACCEPTANCE. A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL FOLLOWING PLANTING. B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR THE OWNER. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE WHICH IN THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST-EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL THAT HE/SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 12. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFICIENTLY TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. 13. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. 14. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. 15. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 16. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 17. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL SHALL BE FREE OF STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1/2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. in I tt r d A 6 1 9 20 LIGHTING NOTES: 1. NO FREESTANDING LIGHTING IS PROPOSED. ALL LIGHTING WILL BE BUILDING MOUNTED FOR BUILDING ACCESS PURPOSES. THESE FIXTURES WILL EMIT LESS THAN 3,000 LUMENS. 2. LOW VOLTAGE PATH LIGHTING MAY ALSO BE USED. 3, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. RUBBER HOSE AT BARK GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. TURNBUCKLE (3). GALVANIZED OR DIP-PANTEO SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING LANDSCAPE DETAILS U RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE MULCH; PINE BARK OR WOOD CHIPS 3" MIN, SOIL SAUCER: USE PREPARED TOPSOIL 6' MIN. WOOD STAKES 3" IN FIRM SOIL �IIIIII ROPES AT TOP OF HALL SHALL BE CUT. REMOVE TOP 1/3 1�5II II— aF BURLAP. NON-BIOOECRADABLE MATERIAL SHALL BE I EI I E IM I III TOTALLY REMOVED. 11 —Illi 1 EI II II II II I I III F _E I — PREPARED ADMIXTURE BACKFILL �—IJ IIEIl— IIEII_ = PREPARED SUBGRADE PEDESTAL II�IIL—II II�ICI�IEII 2X BALL DW MIN. THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE BARK MULCH 3' MIN. CREATE SAUCER WITH TOPSOIL 6• MIN. _�� "'�'�' _•I4• ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIA, SHALL BE TOTALLY REMOVED. _ GEMLY COMPACT TOPSOIL MIXTURE TAMPED ADMIXTURE BACKFILL _ _ I II I I. 2X HALL DIA MIN. 18. PLANTING PROCEDURES FOR TREES AND SHRUBS A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. 19. LANDSCAPE ORDINANCE REQUIREMENTS: STREET TREES REQUIRED: 10, FOR 311.5' OF FRONTAGE PROVIDED: 7 PROPOSED, (1 IS APPROVED BY ARB AS MEDIUM SIZE DUE TO POWERLINE LOCATION) 3+ EXISTING AS SHOWN ON PLAN INTERIOR TREES REQUIRED: 3 (1 MEDIUM OR LARGE TREE PER 10 SPACES) PROVIDED: 3 INTERIOR LANDSCAPING REQUIRED: SHRUBS REQUIRED ALONG FRONT PARKING PROVIDED: 4 EVERGREEN SHRUBS PROVIDED SITE SCREENING REQUIRED: EXISTING PROVIDED: MAINTAIN EXISTING TREE CANOPY REQUIRED: 7,676 SF (10% OF 76,764 SF SITE AREA) PROVIDED: MAINTAIN EXISTING 24,690 SF W/ ADDTL. PROP. ■©I ■o Eo Z Q J a- 0 Z J 06 W a - Q v Q Z Q J 3 DRAWN BY UK DESIGNED BY DK CHECKED BY ER DATE 03-07-201 SCALE AS SHO REVISIONS: 05-16-2016 01-31-2017 SHEET NO. C10011 JOB N0. 34150050 3)641 I \ I \ I \ f � • 1 I I\ I III \ 30 0 30 60 90 SCALE: 1 " = 30' LANDSCAPE SPECIFICATIONS 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 2. ALL WORK SHALL BE COORDINATED WITH TRADES. 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FOREIGN MATTER AND ROOTS, STUMPS AND STONES LARGER THAN 2" IN DIMENSION. 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF WORK. 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REPRESENTATIVE WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALENDAR MONTHS AFTER ACCEPTANCE. A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL FOLLOWING PLANTING. B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR THE OWNER. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE WHICH IN THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST-EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL THAT HE/SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 12. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFICIENTLY TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. 13. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. 14. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. 15. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 16. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 17. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL SHALL BE FREE OF STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1/2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. in I tt r d A 6 1 9 20 LIGHTING NOTES: 1. NO FREESTANDING LIGHTING IS PROPOSED. ALL LIGHTING WILL BE BUILDING MOUNTED FOR BUILDING ACCESS PURPOSES. THESE FIXTURES WILL EMIT LESS THAN 3,000 LUMENS. 2. LOW VOLTAGE PATH LIGHTING MAY ALSO BE USED. 3, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. RUBBER HOSE AT BARK GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. TURNBUCKLE (3). GALVANIZED OR DIP-PANTEO SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING LANDSCAPE DETAILS U RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE MULCH; PINE BARK OR WOOD CHIPS 3" MIN, SOIL SAUCER: USE PREPARED TOPSOIL 6' MIN. WOOD STAKES 3" IN FIRM SOIL �IIIIII ROPES AT TOP OF HALL SHALL BE CUT. REMOVE TOP 1/3 1�5II II— aF BURLAP. NON-BIOOECRADABLE MATERIAL SHALL BE I EI I E IM I III TOTALLY REMOVED. 11 —Illi 1 EI II II II II I I III F _E I — PREPARED ADMIXTURE BACKFILL �—IJ IIEIl— IIEII_ = PREPARED SUBGRADE PEDESTAL II�IIL—II II�ICI�IEII 2X BALL DW MIN. THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE BARK MULCH 3' MIN. CREATE SAUCER WITH TOPSOIL 6• MIN. _�� "'�'�' _•I4• ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIA, SHALL BE TOTALLY REMOVED. _ GEMLY COMPACT TOPSOIL MIXTURE TAMPED ADMIXTURE BACKFILL _ _ I II I I. 2X HALL DIA MIN. 18. PLANTING PROCEDURES FOR TREES AND SHRUBS A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. 19. LANDSCAPE ORDINANCE REQUIREMENTS: STREET TREES REQUIRED: 10, FOR 311.5' OF FRONTAGE PROVIDED: 7 PROPOSED, (1 IS APPROVED BY ARB AS MEDIUM SIZE DUE TO POWERLINE LOCATION) 3+ EXISTING AS SHOWN ON PLAN INTERIOR TREES REQUIRED: 3 (1 MEDIUM OR LARGE TREE PER 10 SPACES) PROVIDED: 3 INTERIOR LANDSCAPING REQUIRED: SHRUBS REQUIRED ALONG FRONT PARKING PROVIDED: 4 EVERGREEN SHRUBS PROVIDED SITE SCREENING REQUIRED: EXISTING PROVIDED: MAINTAIN EXISTING TREE CANOPY REQUIRED: 7,676 SF (10% OF 76,764 SF SITE AREA) PROVIDED: MAINTAIN EXISTING 24,690 SF W/ ADDTL. PROP. ■©I ■o Eo Z Q J a- 0 Z J 06 W a - Q v Q Z Q J 3 DRAWN BY UK DESIGNED BY DK CHECKED BY ER DATE 03-07-201 SCALE AS SHO REVISIONS: 05-16-2016 01-31-2017 SHEET NO. C10011 JOB N0. 34150050 3)641 I -,�OCKRSH GAP �7U -- - -- _ ROUTE 250 �h� _ VDOT SIGHT --.DISTANCE TF SDL 500' ' . • • . . @ ♦ s , o\ COUNTY -SIGHT n \ 8'HDPE t x j I � I \ \ �. - I Q TURN LANE WARRANT CALCULATIONS a. A.M. Right Turn Lane Warrants i. PHV Right turns: 1. A total of 13 employees will visit the site per day. For ITE 710 General Office this has a Weekday A.M. Peak Hour of 0.48 trips x 13 for a total of 6 trips per A.M. Peak Hour. 2.88% of the trips are entering which gives us a total of 5 trips entering and 1 trip leaving the site at peak hour. 3. A 50/50 split between both directions gives you 3 trips entering from the West. ii. PHV Approach Total: 1. The Peak Hour Volume for the approaching direction would be the A.M. volume coming from the west on Rte 250. This is 11,000 x 0.10 K factor x 0.541 Dir Factor = 595 PHV approaching iii.Based on these two factors we are within the no turn lane or tapers required threshold. b. P.M. Right Turn Lane Warrants i. PHV Right turns: 1. A total of 13 employees will visit the site per day. For ITE 730 General Office this has a Weekday P.M. Peak Hour of 0.46 trips x 13 for a total of 6 trips per P.M. Peak Hour. 2. 17% of the trips are entering which gives us a total of 1 trip entering and 5 trips leaving the site at peak hour. 3. We assume the one entering trip is coming from the West. ii. PHV Approach Total: 1. ThePeak Hour Volume for approaching direction would be the P.M. volume coming from the west on Rte 250. This is 11,000 x 0.10 K factor x 0.459 Dir Factor = 505 PHV approaching iii.Based on these two factors we are within the no turn lane or tapers required threshold. c. A.M. Left Turn Lane Warrants i. Left Turning Volume: 1. Based on the formulas above in (a.l.), it is assumed that the remaining 3 trips are coming from the East utilizing the left turn in the A.M. peak hour. This makes our turn percentage much less than the 5% used as the minimum In accordance to the VDOT Appendix F chart. ii. Opposing Volume 1. 11,000 x 0.10 K x 0.541 Dir = 595 PHV M.Advancing Volume 1. 11,000 x 0.10 K x 0.459 Dir = 505 PHV iv.Based on these three factors a left turn lane would be required due to the need to use 5% left turns as a minimum which would be 25 left turns, 22 more turns then what is projected to occur during the A.M, peak hour as shown. Per conversations with VDOT Left Turn Lanes will not be required due to the much less percentage than the 5% threshold. d. P.M. Left Turn Lane Warrants i. Left Turning Volume: 1. Based on the formulas above in (b.i.), it is assumed that the 1 trip Is coming from the East utilizing the left turn in the P.M. peak hour. This makes our turn percentage much less than the 5% used as the minimum in accordance to the VDOT Appendix F chart. ii. opposing Volume 1. 11,000 x 0.10 K x 0.459 Dir = 505 PHV iii.Advancing Volume 1. 11,000 x 0.10 K x 0.541 Dir = 595 PHV iv.Based on these three factors a left turn lane would be required due to the need to use 5% left turns as a minimum which would be 25 left turns, 24 more turns then what is projected to occur during the P.M. peak hour as shown. Per conversations with VDOT Left Turn Lanes will not be required due to the much less percentage than than the 5% threshold. \/11A1r lkl^-rn L-. 1. FOR WORK ADJACENT AND WITHIN ROUTE 250, UTILIZE VDOT WORK AREA PROTECTION MANUAL TTC-1.0 (WORK BEYOND THE SHOULDER OPERATION) AND TTC-5.0 (SHOULDER OPERATION WITH MINOR ENCROACHMENT). LEGEND: PROP. PAVEMENT (SEE DETAIL) PROP. CONC. SIDEWALK (SEE DETAIL) PROP. DUMPSTER PAD (SEE DETAIL) 40 0 40 60 120 SCALE: 1 " = 40' W U_ LL II O w YZ ((nn ��y' 0 W a ZE9 X N Y y�ry� O W M ro W N O U -55 DRAWN BY uR DESIGNED BY DK CHECKED BY ER DATE 03-07-201 SCALE 1"=40 REVISIONS: 05-16-2016 01-31-2017 SHEET NO. C11011 JOB NO. 34150050