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HomeMy WebLinkAboutSDP201300055 Plan - Approved 2013-10-07�C P, ORAt7Z�ADDRE55 900 AfRL:�NGTON, BLVD � CI-�ARLOTIESVlLLE,tVA 22'903;'` TREET A ?DRESS � . `' 590 , R/0 `' V ROD e z NCH RLOTTESVlLLE;A,22903 >r 2 ENGINEER. d COLLINS ENGINEERING 200 STREET, SUITE K VA 22902 IEEE.• 434 - 293 -3719 E -MAIL: Scott@collins- engineering.com CONTACT: MR. SCOTT COLLINS AP 0 BOA = 00100 ` j"I J. TAX M N0: : 6, A, ,1A1= =Of =OB- 0010 -HRl 4. CNING, • R -4 (RESIDENTIAL) ?✓ NCE CORRIDOR: NONE 5. WATERSHED: MEADOW CREEK WATERSHED 6. BUILDING SETBACKS. FRONT- 25 FEET MINIMUM ��1fy1 _ nG� D� MAGISTERIAL RICT), 6D, .B 421, PG MAGIST L DISTRICT), D3796,�PG. IRE_j�Mt1RSHALL), " ` � 7 JO 0 �'i 1 Lj�l o ilt� DENSITY.• v� TOWNHOUSE UNITS PROPOSED WITH THIS PLAN. 13 T OUSE UNITS' ON 0.78 AC. OVERALL STONEWATER DEVELOPMENT- 47 UNITS (INCLUDING 13 TOWNHOUSES CONTAINED IN THIS SITE PLAN) l7'l3.0) :, 13.01 AC. (INCLUDES 0.78 AC. INCLUDED IN THJS SITE PLAN) 3,0 DENSI TY.• J. 61.3 .,,,&.`&T7L17IES. COUNTY SEWER - AVAILABLE ON SITE COUNTY WATER - AVAILABLE ON SITE / ? . SUBDIVISION STREETS CURB & GUTTER�1� C16�eD' EN T PROPERTIES EHENGE SEC BONS 7 AND 8 D.B. 614, PG._,,5t2 PLAT ,/STONEHENGE. SEC77ON 6 D.B. 586, PG. �5 PLAT, D.B. 567, PG. 404 PLAT. IMP 61A102 -02A, N/F STONEHEN HOMEOWNERS' ASSOCIATION, INC. D.B. 570, PG. 278, D.B. 570, PG 266 j, Ilk r #.MMMW ' " x� i�:ra.F MARLE- -HOUSING,- `IMPROVEMENT °PROGRAM; INC. D.B.�-� 7, PG. 464, D.B. 665, PG. 147 A T, D.B. ' 4 ' , PG. 654 PLA T CURRENT `"USE. RESIDENTAL (COMMON AREA AND /OR VACANT) STATE ROUTE 631 -RIO ROAD EAST VARIABLE WIDTH RIGHT OF WAY 11. DATUM AND CHMARK REFERENCE: POUND Y, EASEMENTS, AND PLAT DA TA BASED ON SURVEYS BY Kl HUGHES & ASSOCIA TES 2(i EAST HIGH S77;'EET CHARLOTTESVILLE, VA 22902 1 AZiiL UM BUILDING HEIGHT- 35 FEET 13. M UM AMOUNT OF IMPERVIOUS COVER ON SITE. 8900 sq. ft. = 0.20 AC 4. EACH DOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS J,000 OR MORE INITIAL LUMENS SHALL BE A FU CUTOFF LUMINAIRE. THE SPILLOVER FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN ,RtSIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. NO LUMINARIES PLANNED FOR THIS PROJECT SHALL EXCEED THE J,000 LUMEN LIGHT. THERE ARE ALSO NO PROPOSED STREET LIGHTS. "'H/CGfi "CCGG(UI("CCMCIV /J'>f',VI'C ��ln�J,? I vv��Y vvx��~:�r �crc.rtrr 5 fewq Sect(( le-e 16. ARKING: REQUIRED PARKING. 13 UNITS X 2 SPACES /UNIT + 4 GUEST SPACES (1 PER 4 UNITS) = 30 S 0 PROVIDED PARKING. 26 DRIVEWAY SPACES + 4 PACES (TREESDALE WAY & STONEHENGE WAY) 1 ZCONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND U77LI77ES SHOWN ON PLANS IN ____._.._ AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS 18.COLUN NGINEERING SHALL NOT HAVE AUTHORITY OVER CON7RACTOR'S WORK, SAFETY' PRECAUTIONS, CWDULES, OR COMPLIANCE TH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY " WI CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. OK x--20 O FLOODPLAIN LIMITS EXIST WITHIN THE PROPERTY BOUNDARY. 21. THE ROAD PLAN, AS WELL AS THE ESC AND SWM PLANS, THAT WERE SUBMITTED WITH THE SUBDMSIDN PLATS HAVE BEEN APPROVED (SUB -2007 -00077 AND WPO- 2007 -00045 RESPECRVELY). THIS PLAN CONSISTS ,r� ONLY OF ;SHE ` 14 TOWNHOU SE nLOTS ALONG RIO ROAD EAST: FALL UTILITIES SHOWN SHALL BE DEDICATED TO PUBLIC USE rs /w�- d f.32 .- MAXIMUM AREA OF PROPOSED USE: 0.72 AC AREA OF PARKING AND CIRCULATION. 0.11 AC. ".,?4. OPEN SPACE. NO OPEN SPACE WITHIN THESE (2) TOWNHOUSE BLOCKS. TOTAL ACREAGE OF TOWNHOUSE �NI TS IS 0.78 AC. ` G + 25. STORMWA TER MANAGEMENT- THIS PROJECT DRAINS TO THE EXIS77NG ENHANCED EXTENDED DETENTION < (�FACILI TY, WHICH WAS SIZED TO HANDLE THE IMPERVIOUS RUN -OFF FOR THESE TOWNHOUSE UNITS THIS _ - -=—"�- G��' FACILITY PROVIDES THE REQUIRED DETENTION AND WATER QUALITY. 6. THIS PROJECT SHALL BE DEVELOPED AS A SINGLE PHASE OF DEVELOPMENT (1 PHASE). ` THERE ARE NO CRI77CAL SLOPES ON THIS PROPERTY. �g NOTE. THIS S17E DRAINS TO MEADOW CREEK, BUT IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR. THE PROPERTY IS NOT LOCATED WITHIN A 100- YEAR FLOOD PLAIN, PER FEMA MAP ;51003CO287D, DATED 02 -04 -2005. NOTE. EACH TOWNHOUSE UNIT WILL HAVE AN INDIVIDUAL TRASH CONTAINER, AND 77?ASH SERVICE WILL BE PROVIDED BY THE HOA. �h�a• �5, . NO RETAINING WALLS ARE PROPOSED WITH THIS DEVELOPMENT. INITIAL SITE PLA RIO MAGISTERIAL DIST ALBEMARLE COUNTY., VdRGINIA v%w ■ ■ s a ■ w a.. w ■ ■ 0 r v w .r ft . Mr awr , w t ■ 1w w aft ■ v ra i a wm" iw. r/ V v COLLINS ENGINEERING u,aNia, 1/ 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VIRGINIA 22902 PHONE.- 434.293.3719 iw�to, d f EXIS77NG CUL VER !' CULVERT DROP INLET & STRUC7(I CURB ` , CURB & GUTTER `, PROPOSED PA LEWE ;'4 T EC -3A DITCH DEPTH OF EC -•Sri d0CH EC -2 DITCH DEPTH OF EC- ;1'r:1l TCH Sheet List Table EARTH DITCH Sheet Title DRI VEWA Y CULVERT + BENCH MARK EXISTING CONDITIONS AND DEMOLITION PLAN CLEARING LIMITS ss 20-- VDOT STANDARD STOP SIGN -------- - - - - -- EXISTING CONTOUR -<200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION .�— TBC DENOTES TOP /BACK OF CURB T/B DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS AND DEMOLITION PLAN 3 SITE PLAN 4 SITE PLAN DETAILS 5 LANDSCAPE PLAN TOTAL NUMBER O BUILDING OFFICIAL _I FIRE OFFICIAL ALBEMARLE COUNTY SERVICE; AUTHORITY VIRGINIA DEPARTMENT OF TRANSPOR TA TION OF� SCOTT RIC01 Lic. No.' 035 1 0- -7- 13 �15.110iUAT. S'1 z o o 0 U) m U D Z�z 0 z -a a � z H o W Cie m a ° 0 U 0 CL c_ _ U 0 w N U..� OP F ° z = z oED ED �W yz z V1 =z �w 1 j 10 {. Z CL _j 0 � U O � ® � o o {' � c 3 m 0 c = 0 W U CD C o' 1 i V ;? Q a� m 0 a X o � =m s 0 E o Uj o z c W° W0 z z W W U �1 z41 J = O v 0 o V! QC 0 c a� > .4 S U O N U w 4, U 41 0 E J U O b W 17U -1-141 _ .2 3 0 S! [�- En N m SCALE ° AS SHOWN o � L = Ui a SHEET NO. n o 1 °' �o `\ \ \ \ \ \ \ \ \ �s° \ NOTES t _ HORIZONTAL DATUM: MAGNETIC NORTH zoos. TAX MAP 61A1 -02, PARCEL oA Wlm 4i�-,� -- - .. -- `.\ N/F STONEHENGE HOMEOWNERS' _ ( - 'n ` \\ . \ \` \\ \ \\ \ `� \ \ 2. VERTICAL DATUM: NAVD -88 SCOTT R. COLLINSZ - - - o LOT 2a \ `\ \ \ \ BENCHMARK: CITY OF CHARLOTTESVILLE GIS CONTROL MONUMENT STATION #135, A BRASS DISK LOCATED OFF PENN PARK ROAD O '-+ ASSOCIATION INC. m -w _m \ \ ` \ \ \ APPROXIMATELY os MILE EAST OF THE INTERSECTION WITH RIO ROAD EA5T, ELEVATION= 468.og' U Lic.No. 035791 r x 0. 813-43 S.F. \ \ \ \ \ \ t D.B. 570, P 278 -d I 1 \ \ s- \ \ \ _ ��o \ g Di:-! \ \ \ O \ \ 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FOLLOWING SOURCES D.B. O P 266 PLAT �" \ \\ \ \ yc�` WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES AND TOPOGRAPHIC jorraL E� 57 i \ v j \� \ �6 MAPS, AS -BUILT PLANS, AND SITE PLANS PROVIDED BY THE UTILITY COMPANIES. NO UNDERGROUND INVESTIGATION OF UTLITIES D.B. 545, Pg 654 PLAT \�OT,34 r \ WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING ZO N E R6 ' _ _ \ \ _ _ _ \ 5,'993 5. F� �� WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR r" `C �- - _ _ _ -- - - \ \ \ �` G2 \ �- „ HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGOUND UTLITIES. .__ '\ USE: RESIDENTIAL I --, - 4. TOPOGRAPHY AND BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES & ASSOCIATES. SITE WAS SURVERYED IN DECEMBER, / m� \ __ �. _._ m \ \ \ \ m _ _ _ V — " \ y ` ` \ -�' - 2oo6. TOPOGRAPHY WAS VERIFIED BY COLLINS ENGINEERING IN OCTOBER, 2007. a, M " \ \ � ' � S. THERE ARE NO FLOODPLAIN LIMITS LOCATED WITHIN THE LIMITS OF THIS SITE PLAN. � L10:71 - -- _ _` _ 4 to \ _ LOT z \ \\ 03 �E��CisMNN� FIRES CEN�"I�JRYLINK BASEMENT, \ \ - z \ \\ �`...' t YDF ANT % `., DB 432 0--12013.24 'RLAT � - / , z 9,156 S.F. \ \ OI ;.� . - _ `VEPCO EA-SQMENT,`' P - _ _ M i RELOCATED OPEN S. _ACS A ~ CENTURYLINK EASEMENT, I �EXI/ TI G 1 / 30' REEN1%+� Y ACCE SS ND DB �i7 -4, 10 PJ*AT / _ _ - �t °6 m t _ � ^_ ,; � \G A\ �o-86�5��_ ACSA WATERLINE EASEMENT Q � u � DB 4320- 120,124 PLAT , \ 'y tT1 STOUR -(V[ `•STORMWATER MANAGE NT,- ;%< 1.3 8 AC _ _ \ `I• , - -. __ DB 4124 -411 (� _ W z VEPCQ EASEMENT � i '►V t � -- C -- � � � - � o a I I Q SEWE ,��.�� M•ALNTENANCC�EE EASEMEI�t / - 4F�o -- -- - -. _ DB 4317 -4, 10 PLAT 1 1 -G 6 o a - \ . 30' RWSA-UTILITY-E-ASEME \ _ °? U) - - RESERVED FOR COMM�I�USE # - __ r 3 ,/ _ • `• -< DRAM - _ _. _ - . o + -- — — -- -. �- — \ o o I ��I:` �.,, -DB 3932-525 498 -PLAT _ -- -IT- . _ — 1_ 622 5:F; -- 4 �V_ \ i _� "`' .�:�.. °i _= W x�p XISTIIVG \ 1 I i' ` ' - -_ - - _ - --- ---- -- __ 1 i I� I - v _ - -- -- (,,, �'��l l" �� I1 � %l/ I - -�---- �Y _ __ _ _ M _ � 30' RWSA UTILITY EASEMENT STORM _ _ _ a��- .�> . • — -- _ _ - - - SEWER - . ___ ;,I . EXISTING SANITARY' I I SEWER ! — -- — REESDALE W_.._._ (P ) I STONEHENGE WAY ` EXISTING - $L 4 EET 2� S� _' - i — — DIRWATER �` :PRIMATE -= . ENT DB 3932- \ ° I _ _ (52 PRIVATE -STR Tj \ �_A/N A M __ ,�' _� a _ W - - - - - - -M N D �Na - �- -� - Q o N\ -- _ DRAliNAGE I SM T. �' I — DB 3932-5 5, 498 PLAT - --� (I^ - _ -EXISTING _ `� F`� L =zS 7q< R= 646.000 0 I -- I 4 4E R- 9o8c�4�,o�$ ,,...,.. .. L,37.6z - 51 � -_ // e-`-' -•-_. � -. ��= �.az43 t WATER-- 1�� / I - J METERS _ — — C� D =3286T L= 12.229, R= 674 000 __ EL 1 r- ____ ___ ____ - _-- EXISTINGXITIi�! s %p I o =1.o39?i_ _LLB- -- - WER E5M'T. - - G ± TAX MAP 61, PA i WATER _ k n --- 20` SANIThR�! SE - I` - - BLOW­_ Fr _ - - - METERS _ _ _._ _ ,/ ��� - _EXISTING �qLB €MARL•.E HO SING - M _ — - A m o L= 1.2.421, R =8.000 '' ~' SANITARY , - - - . ' SANITARY WER ESM'T. l - _ _ 20 S _ L 12 z�R -8,000 A= 88.9604 �- IM OVEMENT PRO AM M } 1 3 o =ss.�6ss C7 m i _ _ _ -- -- _ � ` , K � ' � SEWER w \\ D.B. 6 N _ _ ° 0�I_ __ %'� �.�a€ ,. v'a- \ E STING 10" �- \ i \ -n `, m - ,a DIP ATERLI'''� \\ o�� . \ .B. 665, Pg 147 C— c� P AT \ EX. TEMPORARY x \ to C7 r ,� 3, \ N 666�i Pg 798 PLrAT N/F ��_, d' \ CONSTRUCTION EASEMENT I \ �'� \\ N N � , < `' ` �' m ZONE: PRD e a l - _ S r �i f PROJECT LIMITS r �'+ \ \ DB 3323 -1, 11 PLAT 1 \ .� y' ` o z _.._ =�� PROJECT LIMITS �,; , c °�I ,✓;, �' -�'- _ -, �.� �, . � �� ` US RESIDENTIAL/V CANT o 00 ri o rn / Z i L= 27.321, R= 18.000 \ -- -- -- "� N 04 .5 42 �, _ ( N A= s6.g658 r(`t i ` �, \` 543° oo' 02.42 "W 5 1.40'^� \ rn / / /l \ DB 4317`4,10 'PL�T `v,���';�U — — Q uj 0 545° 20' 38.o5 "W 551.40' �/ W t- L =153. 4`� r1646.7� o _ _ 96 - - -.o _. _ _..._._..._. -.- 0_.9..._._. =5 3571 o . \ ..._ L= 37.346, R =23.000 db: , o q D �t 1 0 _ -- _.. a A= 93.0342 - . / / ta. \ > W W z r� - � Q ' g ' - N450 zo' 38.o5„E 481.94' -- - \ DB PLAT H - / , W \ \ \ 4113 -15,17 T \ R/W / - - �' / RIO ROAD EAST — vv tw / w / / / %/ - ROUTE 6 1 w / STATE ROU 3 RJW DEDICATED DB 3932'49 PLAT \ w _ g- p (R /W VARIES) ________ w w �_ w \N ---\ `� , _ U W <\ /Z / g W W w / w �` W W w W W w GO 18" WL (DRUNK) E-, > OHE,T , W X uj OHE,T,TV (TRUNK) _ _ laaaaaaaaaaaaa ` - - 0� { ,T,TV' (TRUNK) �� r� 0 � -i F_ Cj z _ W (- -rl �l W w \\ m C u) _0 ® W Z 0 =� -I c of zO�<rn J ~ ® o J \ L o F_ \ o Oho MZ W N _ C F_ b C X _ D I V m © ° � N RAPHIC SCALE w U 0 10 20 40 80 F- .� M w t- 00 0 z 0 U �. (n ( IN FEE ) o inch = 2 ft. SCALE a 1 =201 o N C O SHEET N0. , 2 v s N. (3 Z x w w z a z w U) z 0 C) I$- O c a� c O U G N a-+ .tr 'i 3 v Cs x m s O .r- Ur c x Cf W O c O U 7 L C O U O .0 a c '4 -q c" O U L y C O U O 41 N E 41 O c -F+ 7 .fl 7 U C i O h y-+ O t 3 LIST I: GENERAL CONSTRUCTION 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 7RANSPORT477ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 774E REQUIREMENTS OF 7HE PERMIT. WHERE ANY DESCREPANCIES 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. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WI7N THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6 PAVED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 1/1. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR 7HE CONS7RUC77ON INDUS7RY (29 CFR PART 1926). General Cons"cdon Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County, The contractor must notify the Department of Community Development (296 - 58 22) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade,. the contractor shall have CBR tests performed on the subgmde soil, Three () copies of the test results shall be submitted to the County" If a subgrade soil CBR of 10 or greater is not obtainable, . a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3 Surface drainage and pipe discharge must be retied Within the public right-of-way or Within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse, 4, Guardrail locations are approximate Exact length, location and appropriate +end treatments will be old verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four 4) :feet offset from the edge of pavement to the face of guardrail, and roadway shoulder Widths shah be increased to seven (7) feet, 5, Where urban cross sections are installed, all. residential driveway entrances shall conform to VDOT Chi -A, B cur, Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7, Compliance with the minimum pavement Width, shoulder, Width and ditch motions, as shown on the typical pavenwnt :Section detail, shall be strictly adhered to. 8, Road plan approval for subdivisions is subject to final :subdivision plat validation. Should the final plat for this project expire prior to signing and recordation,, then approval of these plans shall be nuU and void. % All signs or other regulatory devices shall conform with the Virginia Manual for uniform Traffic Control Devices and the ,Albemarle County Road Naming and Property Numbering Ordinance and Manual, 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when: in the Opinion of the County Engimer, or designee, they are deemed necessary in order to provide safe and convenient access.. It. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD 1 or CD-2 cross-drains under to be installed under the subbase material at all +cut and fill transitions and grade sag points as shown on the road profiles. 13, A video ca ra inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections, The video inspection shall be conducted in accordance with VDOTHs video camera inspection procedure and With a VDOT or County inspector present. ROAD NOTES GRA D_ IN 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA TIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. IT SHALL BE REMOVED 1N THE ROADWAY, HA E 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED , FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MA TERIAL TO THE SA 77SFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD IN TERSEC 77ONS SHALL BE REMOVED. R T SHOULDER FROM SHOULDER O D TO BE REMOVED F D R TlO EN 4. ALL VEGETATION A ND OVERBURDEN PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR 111 PRIOR TO PLACING AGGREGA IF BASE.. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLATION OF 7HE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5, THE USE OF AN AGGREGA 7E SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION APPLIED SURFACE UREA 774�1ENT IS L BEFORE C Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. DRAINAG _ 1. ALL PIPE CULVERTS, EXCEPT PRI VA 7F ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM CO VER OF ONE (1) FOO T. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICA TE: J. ALL DRI VEWA Y EN TRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAI0N SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 7HE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. " VARIABLE WID TH 4" CONC. (3000 PSI AT 28 DA Y, OR STONGER) 1 .-1. I % I � / lIl YL f.lf 1..(.... CONCRETE SIDEWALK NO SCALE f CG -W A -9(-1 WIDTH OF ENTRANCE pi EXPANSION JOINT S SSX 1 !C OR SPACE EKtRANc cu°rT EXPANSION JOINT � 1 n 0 SPACE 1 *IDTH OF GUTTER ENTRANCE WIDTH mom" W EXPANSION JOINT U EE MINIMUM 12' EDGE OF PAVEMENT HALF PUN A-*J *0% TO 10% CHANCE FACE OF CURB B "ACE °e i �-sJ7EWALK SPACE NORMA( GUTTER 12% MAX. SLOB Qtl_e�A CL. L 5• -0" FOR CURB AND GUTTER ONLY - FOR ATC CONCURRENTLY SECTION A -A 2" SM -9.5A SURFACE COURSE BASE COUSEA V COMPACTED SUBGRADE WIDTH OF F'--- ENTRAIN 4' -0" IAN. PEOE LIMITS % 4' 0" I- - LIMITS TTS Of PEDESrr�auw RafTEl!! 411.- FANS - - AccES$ -- -•� - - -- � Nil T wio" �• tN. PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY Is RE IF THE iiHITS OF PROPO� VAT S RIGHT ROUTE EXTENR BEYOND EXISTING DETAI 74 USED WH£N THE COMBINED WIDTH OF UHIPAVED SPACE ANO SIDEWALK SPACE IS LESS THAN 7'. PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT b, • b: , n. PATH CONNECTING ALL ACCESSHIM E ELEMENTS OF A USES 8Y THAT ApPaOACHEO. ENTt3iED /WD ti. • p, • s. ' o•e «q.q .e« ee,e ®ggpeoe PROMD' AA" mss• rnR°nTrE�"&AFWWnr SECTION 8 -8 ' REOIMRED WITH A MAX. 2X CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7 THE CURB FACE ON THIS fI STANDARD IS YO BE ADJUSTED TO MATCH ti THE MOUNTABLE CURB CONFRA RATION, y PARABOLIC p.ropo.D.� - - - - X X SECTION C C A3 U1,E.S.) CONIC. APTMNT OF GRAD€ CHANGE X x 12 X MAXIMUM INCREASE N SLOPE AT L041A H 10' INTERVALS X x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST V INTERVAL AND a X MAXIMUM DECREASE FOR SUCCEEDING IpE N V INTERVALS STANDARD ENTRANCE GUTTER MINA WARTMENT OF TRANSPORTATION DRIVEWAY PAVEMENT NO SCALE . Paveme _.es n GuI e Table 4. Paveme De .I n VD(3T rtt D i ,a 1777 E Traffic Generation Su'nunary VSL Num' ' Units, SF Pavement Deli n Locat o>x ADT 1 CV Deli n .AI<DT C:BR SSV Uir Surface h a Base b: a Subbase h ar DIP P PI NFIELD`.I;A1VE 340 6 340 4 4 11.00 sm9 5 2 1:67 bm25 3 1:6 21 A 6: 0.6 11.74 TR�E.SDI.A.�:.F,/STCI�TE�ENGE WA.Y 293: 0 293 ' 4 4 10.9 4 . s r�9.5. 2 1.67 b 5 zT,a2 3 16: .. 21 A, 6. 6 0 «. 1 4 1.7 .. P - FIE PLA E 50 0 SA 4 4 4,33 saO, 5 2 .67 1._. bm25' 3 1. 6 1 2 _A 5 0.6 11.14 P IEL ...LAN ersectson w.It1i IZ�► 633, 0 633 4: 4 13.17 . sm9.5. 2 1.6 7 b' 5 m2 4 1. 6 2 A 1 8: 0.6 14.54 .. .. Road Line I movements . CC-12 'DETECTABLE WARNING SURFACE _. sm12.5 1.5 1 6 . 7 b m25 114 6" 1. �: 6 21B 121A 8 0. 6 116.94 ilx 9a 2 1.67 bm25 JL6. 18: 0.6 14.5.4 •E. •ti, ' .d, o. =eo4 q, SECTION D -D safCM1" 502 2" R Ri" r -1" • • 4 O t p A A A . s ♦ s P P, 4 4 2'-O" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 7 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4400 PSI IF RECAST. 3. COMBINATION CURD & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF COW SHALL BE PAD FOR AS RANAL COMBINATION CURD � 4. FOR USE WITH STABILIZED OPE14 -GRAOM DRAINAGE LAYER THE 80TT1Mi OF THE CURD ?O CUTTER BE CNNNST'RUGTED PARALLEL SL AND 0 YK OEM MP: . S. ALLOWABLE CRITERIA FOR THE USE OF W0 900 AS SHOWN wCLASSIFICATION IX A OF THE MOOT ROAD DESIGN MANUAL. 71 THE BOTTOM OF THE CURB NO GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVED A MINIMUM OEM OF 7" IS MAINTAINED. 7 COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION INSERTABLE SST ASD PERPENMULAR A 201.03 Table ,3: Ta 'Tra Ic Generation ff Summa�r T Traffic Generation Su'nunary TRUNCATM Ow VSL Num' ' Units, SF ADT /unit ADT Spume Penfield [,am- intersection ofRia Road and Penfield Lane single fam.:Residential 34 SF. + 50 MF l OALDT + 5.$6 ADT 633' V OOT Sub. StrL Req. page' 16, sec. 2.4 VAC .30 -90 -130 &1 Penfield Lane- intersection of _ Treesdak/Stonehenge Way and Penfield :Lane s' s. a ', >ao fain Re xl nt>al gle 34 10 340 =TH 0 i0 0004?00 Penfield Place single fa M- Residential 5 10 50 VDOT Sub. Stet. Req, page;IQ, sec. 24 V _ 0 B.1 3 A C 3Q =90 1 Treesdak/Stonehenge Way moki- 'family O�OONT400 00 #C?ICHO 5.86 293 VDOT; Sub. Stt t. Req. page 10 sec. 24 VAC '30 -: :90-1:30 B; l TREE$ DALFIST0NEHENGJE WAY PRIVATE 20_ s 10 °/4 0-000000 000000 i 155 280 28 40 3 4," PENFIELD PLACE PUBLIC: 25. 200 10Of Cis 26 155 280 28 0,000000 O0o€.czv' 3 Tabs 1 r VDOT Sub. Str. Req. buy ,..... 0 C1 �iF Q # Q NTH 000 00* O�sHarNrsscHO g000OCs �'7 FAYAwatm TRUNCATED MME LAM T1 A MIETE.CTMLE WAR N010- OETAIL CC-12 'DETECTABLE WARNING SURFACE _. _ GENERAL NOTES Oft ASCOA O"TWMT O1T T ATKt*N Table ,3: Ta 'Tra Ic Generation ff Summa�r T Traffic Generation Su'nunary Location VSL Num' ' Units, SF ADT /unit ADT Spume Penfield [,am- intersection ofRia Road and Penfield Lane single fam.:Residential 34 SF. + 50 MF l OALDT + 5.$6 ADT 633' V OOT Sub. StrL Req. page' 16, sec. 2.4 VAC .30 -90 -130 &1 Penfield Lane- intersection of _ Treesdak/Stonehenge Way and Penfield :Lane s' s. a ', >ao fain Re xl nt>al gle 34 10 340 V cTb page, 4 DDT 5 _. , Strt Req p ge 0, sec, 2 VAC 30•-9.0-'130.8.1. Penfield Place single fa M- Residential 5 10 50 VDOT Sub. Stet. Req, page;IQ, sec. 24 V _ 0 B.1 3 A C 3Q =90 1 Treesdak/Stonehenge Way moki- 'family 50 5.86 293 VDOT; Sub. Stt t. Req. page 10 sec. 24 VAC '30 -: :90-1:30 B; l TREE$ DALFIST0NEHENGJE WAY PRIVATE 20_ 120 10 °/4 12 26 155 280 28 40 3 T b� a e 5 Street De s I n 9 = I � Street Desi _n Data Scree# Public or Private Ma ton nee Design Speed nVh Mw. CL radhisfti Max. Grade Mio K- crest 11 bL K sag Min. Stopping Sight Mist. F #. Mim Int.. Sight Dist. Ft: Min. twelway vildith ft, Min. ROW width Min.. shoulder width Sources f6t Standar& ffNFIE,LD LANE PUBLIC 25 200 10 %4 12 26 155 280 28 4p 3 Table 1 - V1)O.fi Sub. Str. Req. TREE$ DALFIST0NEHENGJE WAY PRIVATE 20_ 120 10 °/4 12 26 155 280 28 40 3 Table l = VWT Sub. Str.'Req. PENFIELD PLACE PUBLIC: 25. 200 10Of 12 26 155 280 28 40 3 Tabs 1 r VDOT Sub. Str. Req. TH OFD SCOTT R. COLLINSX* Lic. No. 035791 D�S'IoAret. E��ti�' Z O O '�+ m U LLI z L] Q a z J a � 4 W Z tY O W ce W rq n 0 rq l9 Z w Ul N J J U M tY5 N d' M i N e(D N W J U) W 0 LL Q U I Se W I-- D U) W W W O C7 N F- W 0 zQ J GL W I- (1} J b w rn � i CL. In SCALE N/A SHEET NO. 4 � � / , SCOTT R. OLLINSZ Ldc.No. 035791 rim— PRIVATE ROAD (_S2'R/W) Uj Ice 0 _P1 ri Uj EXISTING TREE TO REMAIN 0 0) rr � . `�r� � 1 , ` '- ~'" ! x \ "���. � � � CL l ��m�� � w ROUTE 631- �� � lie 0 Q) � 00N ° ] � � � ~~� °��� z, �~ � N���� �� l � - ^ 0��� � � °�� ��� U ��0 � Lj ` ��_ �� C: 0 a L� NK) ��� m�mmm�m ��� Q N N ��° � ~°� m�m�m =-� `^ � w ��~� *�� ��0 MEN K�� ~�G y " �� � EEL 00 T� _�� W IN FEET � � ��" �� ��� _�. ~ �3�5 ��� m��= � � PLANTING SHRUBS: � ���� ~�~ Plant List '� , 1l EXCAVATE PITS OR T0 1- DIAMETER OF BALLS / . SUBMIT PLANTING — ---_--- ---N- COORDINATION NORMAL � 8 SPECIFICATIONS, THIS SHEET. A06 -/m x' ~ GROUND COVER 0F MULCH. SEE SHEET NO. CL U���� P . LANTIN0 TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) OR CONTAINERS, OR 1 -0 WIDER THAN SPREAD OF ROOTS, AND 3 WORK. - LIGHTLY COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING 0 0 2- LAYOUT AREAS 0F PLANTING AND EACH MAJOR `^'^`'~ ~~~^ '^^ '^``~'`~ '^~`` ^`^' '~ ~~'^ ``''^'``'^~ TO ELIMINATE 0 0ho - --'--�-' 3 PLANT EDZ[ AND QUALITY: PROVIDE SIZES 0F PLANTS A3 OF EXCAVATION. APPLY 2' MULCH OF PEAT. STRAW 0R OTHER - ' - -,-'--�_�'—~~~�`---~- � s ' ^ RECOGNIZED ORGANIC PLANTING MULCH. STANDARD FOR NURSERY STOCK" FOR SHAPE AND QUALITY. 13 PRUNE T0 REMOVE DAMAGED BRANCHES, IMPROVE ~ ~' ' NATURAL SHAPE, THIN OUT STRUCTURE AND REMOVE �OTMORE THAN r ~ ,~�~~�=~~~�~'"~'"~.�~~,~�=~ ~~"m,°""°/'"°m"v~�`p� .1 strong central Leader 1 ' / r r^ BELOW U#|TE3T4BUSHED IN ANSI Z60.1. PLANTING GROUND COVER: ' .` hwor ' 5. FURNISH COVER PLANTS IN REMOVABLE CONTAINERS OR *� TILL DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT � � ` ` ` o |NTEG�AL PEAT POT5. BEEN ST�|Pp�D. � �] ' ' "mu���m=�w"mw�o� �*��' ' ��$m*w* mmm*"ad�n�mi*� 1 � �\" ' ' ��w,m=�. ' ' O O. TY R� �� W/�T�^NCE 1� ��� �88RADC 0 D�� OF � IN ��3 WHERE ' ' P PERIOD �wo UNTIL nm*� »cc�p/*n�� H STRIPPED, AND SPREAD TOPSOIL T0 DEPTH OF 4~ �xCs;T tex. W ~~�--~_~^^~~~^"~�^ ' WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE AS OTHERWISE INDICATED. ' ' YEAR ~^^~' DEATH AND UNHEALTHY CONDITION, - MAY RESULT FROM NEGLECT BY OWNER, DAMAGE AS AND OTHERWISE L3 Firm am not permitted within 100 feet of the to.be saved, UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT INDICATED. DIG HOLES LARGE ENOUGH TO ""-"" FOR SPREADING L � OPTIMUM PLANTING TIME '``~'`^ COMPACT ~^~`'^^ TO ELIMINATE ^ `~'~^° AND L^^`^ ~`'~^ SLIGHTLY � "' '~ ��[���F ' ^ 0 Trees (obet4amod. within.40 feet ofaprppos4d building orpidins activity shall beprotected byftcia$"Ispvc, o only "pe0or prior to Wik* or cons-00— '""°'"E FERTILIZER, '~~~~ AND OTHER AMENDMENTS OF 4 ND AT TIME 0FPLAN�NO. T ". ' ,wand level must, be, raised wit de ail PARTICULAR PLANT MATERIAL T Q-P-100) S@ IN THE RATIO OF 1:3 FOR USE IN PLANTING. ` - - '-' ' FOR BASIS OF QUANTITY, ASSUME TOPSOIL WHICH HAS NOT BEEN 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS t to. STRIPPED IS 4' |N DEPTH. u 4mwgo' -ES- S 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND - ' ' COVER WITH A 5-10- PHOSPHORUS AND 5% INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS P FERTILIZER, APPLIED AND MIXED AT RATE OF NEEDED TO ENSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE e e thin NOT LESS THAN 0.25 L8S. PER CU. FT. OF SOIL AND HUMUS. PLANT MATERIAL. , ,~�^-er~~~~.~~~�'~ ~ ~~~=�",~~",~_�.~�-+~� '" �.��'~~°~~,y~-~~~~ WITH HIGH-NITROGEN ,' ro`n ° a ala CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% f POTASH AND NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS r rms: ' � �M8� l.0 Lu� OF */ux� m//xVo�m p�� �uoo �u. �/. �*�m x��*� CANOPY CALCULATION _ ',_ � AREA OF TOWNHOUSE LOTS: 0.78 A^ 33,795 `[ [R[[ CANOPY REQUIRED ` ` "' W"='R` ~ IpA^~°° ` ` l / o THAN 3:z SHALL HAVE LOW MAINTENANCE x' ~ GROUND COVER 0F MULCH. SEE SHEET NO. CL U����