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HomeMy WebLinkAboutSDP198800113 Plan - Approved Final Site Plan and Comps. 1989-02-21We the undersigned owners understand that approval of this plan by: N�TY the County of Albemarle does not necessarily indicate Virginia``'; MSP \G\ TM 46 Department of Transportation (VDQT) approval of the plan. Approval Parcel 35 TM 46 OWNER DANIEL COLES of the plan by the County does not in any way relieve me of my responsibility of obtaining VDOT approval prior to issuance of Parcel 44 building ,permits an/ar,.certificates of occupancy, _ 2r. 6aq ZONING ' R - I i ave 6-w—N R �s MAX. HEIGHT OF STRUCTURES : 33'- 10" 2 �\ \ \ � h,o 452 434 LEGEND PARKING SPACES PROVIDED 300 (INCL. 4 H'DCAP) �o \ Y •• ••••s. ILIMIT OF PAVEMENT CATEGORY o \g (CONCRETE SIDEWALK IMPERVIOUS COVER : 38 GEN. N0T`ES /Q �� 236 g5 ? Y MIN. SETBACK : 20' I. BENCHMARK IS USG;S DISC "Z 155 RESET 1956' 4, ALL ROADS ARE PRIVATE. r�'v�, \ '•al , / A'; `� Sz :ASPHALT SIDEWALK , FREEFORM MIN. BLDG, SEPARATION : 30 AT THE INTERSECTION OF ROUTES 29 AND 649 5• V. D. O.T. STANDARD CURBING CG -2 SHALL BE M\ , N3� - DE WA LK ! -- --- -- -- -- ------ - - -- — - UNIT DISTRIBUTION (see bldg. plans for unit types) Hyl i H ELEV. = bbe?.708 F I. LOCAL BENCH- MARK TO BE SET AT TIME OF CONSTRUCTION. USED THROUGHOUT, EXCEPT WHERE SI IS ADJACENT TO PAVEMENT. cs .` \ Q� PEDESTRIAN WALKWAY W/ EXST'G ' BLDG No. IA 2A — 2B 2M 3A TOTAL 64. 6. A DRAINAGE EASEMENT SHALL BE PLATTED 8 {` _ _ -__ ALIGN 1 3 7 10 2. ALL WALKWAYS NOT ADJACENT TO PAVED AREAS FOROUTFALL 1 SHEET 83. 2 3 7 10 11 ARE TO BE FORM" AND EXACT LOCATION ON THE EAST OF POWELLL CREEK DRIVE, 12 -- 3 3 7 IO TO BE FIELD DETERMINED. 7: BASE AND PAVEMENT DESIGN SHALL BE AS 14 \ 8 15 10 3. DUMPSTER LOCATIOFJS MAYCHANGE TO ACCOMODATE INDICATED BY V.D.O.T CATEGORY NUMBERS. 16 \\ 7 4 10 TOTALS 36 18 19 USABILITY and ACCE.'SSI.BILITY AS DETERMINED IN 24 144 (Incl. 2 h'dcap ) 5 3 7 10 6 8 SKEET 8 7 8 64. 8 8 0 SANITARY SEWER PROFILES 10 9 WATER LINE PROFILE SHEET 8 8 10 SHEET 83. 8 8 11 2 6 8 12 8 8 13 2 6 8 14 8 8 15 10 10 16 3 7 10 TOTALS 36 18 19 47 24 144 (Incl. 2 h'dcap ) CONJUNCTION WITH THE GARBAGE COLLECTION AGENCY, FILE No. 7304 SHEET 1 OF $ 8. ALL SUli_I?INIJS SHALL. iREQUiRE TWU HOUR FIRE WALLS AS DIRECTED BY THE ALBEMARLE COUNTY FIRE OFFICIAL, IN CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP 46, A PORTION OF PARCEL 26 B OWNER/ DEVELOPER: CASE E[WARDS DEVELOPEMENT, INC. 9600A NARTIN LUTHER KING Jr. HWY. LANHAN, MD 20706 DATE: AUG, 8, 1988 SCALE: I" = 40' INDEX - SHEET I. SITE & GRADING PLAN SHEET 2. UTILITY PLAN SKEET ;3. DETAILS SHEET 64. STORM DRAIN PROFILES SHFET 5, SANITARY SEWER PROFILES SHEET Eo. WATER LINE PROFILE SHEET 7r, LANnSCAPE PLAN SHEET 83. EROSION CONTROL. PLAN REVISIONS SE�-�. e_ 1`9(58 -Co. Crffr5 OCT. 102 1988 - CLUBH`IOUSE , ENTRANCE, FINAL117_E UTILITIES. DEC. 14, 1988 SPRINKLER REQUIREMENT FEB. 9, 1989 REVISEID SPRINKLER REQUIRE- MENT s, 00 -�� � 4 so 00 LO{ a�& 0" Cr I _j >� J Cn co W \ I � h W Q, 111 / r 1 D 0 D�. c50) O % 1 0 "D c_n / <,70 CV s . 00 'r-- CL f -r 38 154.17.3 I(a) 655 54-17•3 i() 7 r r.d'I�1� APPROVAL L? -v:-- wwi DEPT. OF PLANNING R DEPT. OF ENGINEERING COMMUNITY DEVELOPEMENT i I t { F Vii. `� r1 DEPT. OF, -ZONING ALBEMARLE CO. SERVICE AUTHORITY CO. FIRE OFFICIAL ROUDIALBUSH, ENGINEERSSURVE�..I't ' ' x 914 MONTICELLO ROAD LAND PLANNERS CHARLOTTESVILLE, VIRGINIA 22901 i gy5 q`yp� Cal, (.a�T4) 977 _ O'05 K �� �| ~ Parcel 35 ZONING: R -la RA EX. MH, INV 396,00 OWNER: F.A. and HATTIE J. BROWN Afe FLOOD PLAIN ELEV. 403.00 A70 LOM 49 ."~_ 38\'E ~ TM 46 Poroa| 44 � �so � ^ ----~--`. */6-�'.. DVYNER! DANIEL COLES ZON|NG: R-| .�� ' j\ `^~ � 4+^� 47-0Xz \� / u�+ RECREATION AREA: 28`900 s.f. OPEN SPACE ' 42% , 6 AC. MAX. HEIGHT OF STRUCTURES: 55'- 0" PARKING SPACES PROVIDED : 500 (INCL. 4 H'DC4P) � � \\ �� ` -�� �»Vk i � \ � ~� -~ / ...~_....... ...,�- ,° ", �cm mnr�Q �� , �9� ` ". ` \ / /'- ---- '����~~~~ .~' 5� |mrtnv/uuz;) uuvcx' MIN. SETBACK ' 20' oo 70 i BENCHMARK IS USSS DISC "Z|55RESET |85S" 4. ALL ROADS ARE PRIVATE. MIN. BLDG. SEPARATION : 50. AT THE INTERSECTION OF ROUTES 29 AND 649` ^ CG-2- 3H4LL BE WITH ELEV. - 552�7O� FT. LOCAL BENCH- V.D.O.T. STANDARD CURBING. USED THROUGHOUT, EXCEPT WHERE SIDEWALK for V-ALKW °y UNIT DISTRIBUTION (s»* b|dg plans unit tYPaa> MARK TO BE SET AT TIME OF CONSTRUCTION. IS ADJACENT TO PAVEMENT. ' pEDESTFKAN Xc�� BLDG � No \� 2A 2B 2- 3A TOT�L G� /A DRAINAGE EASEMENT SHALL BE PLATTED ' \ \ � ALIGN / 7 10 2. ALL �LKW4YS NOT ADJACENT TO PAVED AREAS " " FOR THE OUTFALL OF THE ` DITCH FLOW 'THE \ 2 3 7 iO ARE TO BE FREE FORM''' . AND EXACT LOCATION ON EAST SIDE OF POVVELL CREEK DRIVE. ' \�C` 3 3 7 |O TO BE FIELD DET[ERK8|NED. 7. BASE AND PAVEMENT DESIGNSHALL BE 4S`�" � 4 |O |O 3. DUMPSTER L�CAF 0]NS TO ACCOMODATE INDICATED BY V.D�OT CATEGORY NUMBERS. USABILITY and AC(,ESS|B|L AS DETERMINED IN \ ` 5 3 7 |O CONJUNCTION YV|T|H THE GARBAGE COLLECTION 8. ALL BUILDINGS SHALL REQUIRE TWO HOUR FIRE � | . AGENCY, FD nTAF al �S D|R�TFY TAu| RFwLn/ F ' u m � 7 H 8 8 )O 10 9 8 8 . |O 8 8 ' !| 2 G 8 ' |2 ` 8 8 |5 2 G 8 |4 B 8 |5 10 |O |G 3 7 }0 TOTALS 36 18 19 47 24 144 (incl. 2 h'dcop) |. 7-�5 04 THE GREENS ATHOLLYMEAD -CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY , VIRGINIA TAX MAP 46, A- PORTION OF PARCEL 26 B ' C4SE[DWARDS DEVELDPEKdENT` 9600A MARTIN LUTHER KING Jr. HWY. LAMHAM, h4D 20706 } - - AUG.8� ' 1988 . . x / | � 40 '\ ,. / ( C / z- 4�+ e / _ / 140 // T 44� 5O./�TR|P IS FOR ' 1+4 / �0 ~~, --ESTR|AN AN�B|CYCLE L() ' / / 4CCE�S ON�' v�e / -r--- ' --------- _7~=- ------- -� 7- - |- � \ \ _4__- ' 00 13 00 61 T PA 46 Parcel 26 B2 HOLLYMEAD SQUARE'' tK OWNER H(OLLYMEAD TOWN HOUSE ASSOC. ZONING PUD 38 CONCRETE SIDEWALK SHEET' 3. DETAILS OCT. 10, 1988 CLU83HOUSE ENTRANCE, FINALIZE UTILITIES. DEC. 14, 1988 SPRINKLER REQUIREMENT FEB 9, 1989 REVISED SPRINKLER REQUIRE- MENT ROUDABUSH5 GALE ENGINEERS , SURVEYORS, LAND PLANNERS GO Q0 m m_ (U u � u' �~��8 ���=� �~~��=��=��_�`�°�p @0 ��"�w�� ~ �. ~ _~ �, 914 M(1NT|CE( \ 0 ROAD CHARLOTTESVILLE, V|��|N!8 ���(l{ VIRGINIA . ____. /A0�Uq77-R�0� | `.�`/ ~. . ~�-`~~ / I...----.... - - GENERAL CONSTRUCTLON NOTES 1. The abbreviation V.D.O.T. made hereafter refers'to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. 2: Prior to commencement of any construction within any existing public right-of-way, including connection to any existing road, a permit for Laid construction shall be obtained from V. D.O. T. 3. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION - OF THE COUNTY ENGINEER IT IS DEEMED NECESSARY TO STABILIZE A DRAINAGE CHANNEL. ` 4. All materials and construction methods shall conform to curretn( `tcations and standards of V.D.O.T. unless otherwise notes:. 5. T:_vsion arid siltation control shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. G. P.11 slopes and disturbed areas are to be topsoiled and seeded. 7. Surface drainage and pipe discharge must be retained within the private right-of-way or easements prior to acceptance by the County. (All drainage outfall easements are to be extended to boundary line.or natural watercourse.) 8. All C.-_ainage inlets shall have a 2 -inch local depression. 9. Guardrails locations where shown hereon are approximate. Exact length, location and appropriate end treatments wi.11 be field determined at the time of construction. Additional guardrail may be required at locations not shown when in the opinion of the County Engineer they are deemed necessary. 10. UNLESS OTHERWISE NOTED. ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE- CLASS III 11. A minimum clear zone of 8 feet from the edge of pavement shall be maintained in all residential subdivision streets. 12 . ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA . MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES' LATEST EDITION. DI -3A -3B -3c] - *4 x8"Smooth Dowels 0 approx. 12" C -C to be placed in oil areas adjacent Sheet I Of 2 to abating concrete. Keyways or other means of preventing settlement .may be substituted when approved by the Engr. - I" 2 �-x2 x -L Galvanized j"'3-10" _ _ Q 5;I/4'8.11Para � I;/, b 2 4 Galvanized late to be bent For details of Inlet Frame a Cover r' ; t oP. on an le of 68' 30' and is to 1 " 2 11. Bars G * 2 see St'd. (C-2. 9 Pais -"' " - be anchored with I' -'x 4'stud shear : 4 " ` i 8" ` _ 2" Bas F i connectors Welded to bent plate '' . I g x4"Siad shear connecter I'll IBa B - of 2' C -C. + - welded to angle iron at 2'c -c. I— ` �I I - - - S„ 6. 6. 2,-8" , I.I _ 6" T Type A Type B -- - % . I i I J_s 3=0 NOSE DETAILS I i�q $� B K Const. Joint gars A 0.y 8"R ".1""'"r'"" "T E � -t- 2 !0 r2 b, 8" ../.I' E . T II iI Bar F Bon p Foce of Curb 9"Min Bora ; 1( II � , � 111 2, O" �� T 11 ' II Ban D Expansion Joint °.1!! .. 12'Min I -- /G) J -w Gutter 2" v� '.v Ban E Ezpgnsior Jp Int... __L_ , L �G, -O­'--� I if Wet is constructed in Aisdion Curb or with Integral Curb, Gutter is to be omitted.(5M detail) �3,-0"� ij 8 S-0 F - PLAN rSE �^t SECTION 6 B L -Variable- Max. 20' j--2= 8.i. 2'-6" —I g" L 3,-O,---1t,27 Keyed Corxtc J� Approach Gutter r-• A B I I �, I, jai'/ Yi'Ssrpad Getter T 2'� 2" i <' Ba G Bars C .I Subbase " t�8ars 2" / - 3" Diameter _'i8� I — Fiin. - / Weep Hole- '�-- Ban E B 2" \ Bors F \ 1-1 Ban F 1X Type A nose detail shall be used D#2 \IVSta s I Hardware cloth 1 --I 8" +3" Diameter with CG -3 & CG -7 Standards. ! -p - I j/ I Weep Hole c I 0 t{ I FR%N�, G�.EI%A�.i�iN Type H nose detail shall be used i 1+\ i with CG -2 is CG -6 Siondards. 1 Q1Steps are to be _-( _-J •(Gutter removed) provided .nim His 3'diamtter weephole io be located 8 4'-0'- a ,realer. In the event the invert of the outfal pipe 1s higher man the bottom to drum subbase material. Weep _ Por step details see . ----- of the structure, the invert of me' structure shot be shaped wiri 2 IJII y Sid. ST -I. A hale with 12"x !_ piostic hardware "t 6" f'— 2'- 8'----f 8' cement mortar 9a prevent standing or ponding of water m the cloth 1/4 "mesh of golvonued steel Notes: Standard Inlets may be., constructed with concrete structure. The cost for invert shaping shall be included in the wire did- 0.03 inch, number 4 mesh F•"- -4-0 -'-1 black in accordance with the details shown on rice bid for the structure. SECTION A -A Standard Drawing DI RIS -- p horaware cloth anchored firmly to -For dimensions and quantities not shown see sheef 2of 2 outside of structure. FFF--- 2" � ' ,Appr. Pave. Di -3A DI -3B Di -3C �--'"^t. \1(9rP%€r«A I L ^} - L -- LLL- ` �' 4. J r ) L-'--_-- - I f I' - 1 r-- 14 fa' I Ii ! I i,--------� -j I H i - I I G-, -. a 1 j( H i Ity- , -, I H I/ { Flow I i Flow I I__zz i I Flaw L_.::.:...... 1# ! 1 I -J" ! 1II I I / J! -� I ` i 1 I ( DETAIL WHEN USED For use on grades For use in togs I b ADJACENT TO fr`r 71APd ' E? - at+ tides 4q e symmetrical ,The "H' d;mencion shoxn ern the Standards and When specified on you the irtstrt is b Ise shoped in cccordonce taint I q specified c. the ;:ens will be measured from Standard Pian FS -1. The cost of famishing one placing oil marorr3ls the r `h at Ina c,nfa'I pipe to e top of incidental to the shaping is to be included in tJ';e pvsall bid iv the drop s los G rr� .pie! . rhe struvi. z. Pic., "R'alrri n ions are approximate I ppI I 0111Y to m .st:ati; g purpo3;_s and the actual dimensions snail be aeterrmined by the contractor Length of slot (L) will, in every east, be shown •6Kt plans. I from field conciitiont. When inlet is used in 4'-0" '.u'edian, Gzaat of Intel is to bks si':;p°d to oor;tarm With proposed curb. , " This item may be precast or cast in place. _-._ __ �� Et ?' i aH IOW i_ 1 SPEC I-CATI(DiN I . 12th --30th PIPE MAXIIS°IUM 01, rH (I-)) g8' ( I �u r �f�r�,.� _.� DI -1- Steps are to be prmided - when H is 4'-0"or greafcr. 4, 2, - - NOTES For details ste Std.ST-L �-- ( I 2'-7 ------ I n. ^) I ' ' �IF� 3`Die weep holt McauStand m depth (r) to be 10'. For greater tleplth use �, stnndara DI -IA. m 2" min- _ When aft $ W specified on ns the invert l i ' �- ;r-- 1 _ Pt pb e i- o he posit d I l _-- o Collor - 4'depth A in eccetrdcnce with Stantard Pion IS- 1. The cosh of _ ' I H - '�_' `� . t68 *78 ogr¢ ......Ishmg and placing all materials incidental tin kx I A I'`E� I A - n ° * i N 8x6"width `shaping is to be included In the price bid for the; drop ! -1 '# f1 ii ` E E • 12" 12=t5'� 38'or 24" mkt comg!ete. I f -N � �-,� j This item may be precast or cost m place. I G _ _ All cost in place concrete to be Class A3, For Prrecost i L -m See Sheet 103.03. °ie, - _f— The "H" dimension shown on the Standards and specified m - on the pons w111 be measured from the invert off the out - SECTION A -A fall Pipe to the top of the structure Plan "H"dimeens ions I i, I I. I are oppmxlmele aiy for estimating purposes chid the 9 1 , 2'-7" 3-S - cctuai C enstons shall be determined by the Ccontreatoi I 4`-2-- fi from field ccndinons. I, the event tie sweri of ifb autfa9 is ' C pipe 'than i o x 12- 4 x8 -Smooth Dowels o PLAN Pp 0 R UANTiTI' FOR MIN. DEPTH CONC ETE 0 cS t r i i the tzisan a the s rax are the t^.wzi of the strut l lfe r Remared ail areas adjacent (Crate } C -C to be ,aced ro f p 440 Cu YdCoxtt - - sirnl be a with t2 -tonne - e t s C t s c'u'rs mortes ro i s p p 'toe Pewc 'fig �` ep hole with 12"x 12" plastic ha'dwore to 'bating ccxreta Keyways or eller lot 'V4' mesh or go,vp,fzeJ site! wire, means of pre'r'Mitsg settlement may LS" c -pia- i 528 Cu_YCs. Concrete u pmdisg of water in Ute ded i structure. The cast for nn - wire die 0 03 inch, number 4 be substituted when apposed by tate �� cone_ pipe- L620 Cu Yes. Cornett Swett shopiy Steell be i'zArded is the prce bio fiat mesh Ixadworc cictF cr._'!tared firm y to Erzgr. 24 cancpipt- L817 Cu Yds concrete me, srn:chre. cuisine bond s!. Gott. Add 0.469 Cu.Yds. peradditimal fact of depth. SEC �i0N ST EZL ' SECTION CAST lRCM . 2 2'-6" .1,.a NOTES J 3"-- - " _ L ;z21x I 2-7` . � 1 f0'- nig l'�#-32 r,��'T�'/7cc LWsritho Ibr � _i' Cmc wended BIL /li I+� �mmmm rAny alternate methods of ancMrrage, i II;; U� C mtermq ft. approval of the 11� I t 1 n�������� }:a may be substituted far the cast iron' t opipruy i N lugs as snow,. hereon. Weld Ij 4&VU. ! 66:31t>s_ i! Brae Rite - ��� 11 i I1 T- D ro�cci!ar lugs =r. I �nrnaccs _ - - _ g r II i I i (111f1'UUt1Uli` 11�U _t I STEEL1 GST E i IRON ,Ifni x4,1 lugs 1i.-{ - I -it I" 2� z4•c,�s Sear 1 ' �I I-� 1`-�I �� 4 �' carers i I 1 i I�'"� uj I � 12t_-1 1 �_ i� =ta � 1 --*It # -'"I I"4Z I -tom SECTION C -C 11. T'r2f ..I SECTION B -B DIMENSIONS FOR CAST IRON ONLY i E I DETAILS' OF COLLAR AND GRATE -- STANDARD DROP INLET S°ECIFIEENCEN REFER cNCE 12"-24 PIPE MAXIMUM DEPTH (H)=101 2411 VIRGINIA DEP11 ARTMENT PARTMENT 50 104.0! � HIGHWAYS AND TRANSPORTATION GENERAL WATER AND SEWER NOTES 1. WORK SHALL QE SUQJECT TO INSPECTION IIY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS• THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. . 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED NORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALSAND fD CONSTRUCTI N SHALL COMPLY 0WITH GENERAL NATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUFHOIITY ON JAN. 20, 1983, AMENDED DEC. 20, 1984. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -80U -552-7U01). / 6. ALL WATER ANU SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. 7. 20' HIDE EASEMENTS, CENTERED ON TiIE PIPELINE, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT OF HAY EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. 8. DUCTILE IRON PIPE SHALL BE USED IN FILL AREAS, UNLESS 95% COMPACTION ;'CAN BE OBTAINED AND CERTIFIED BY AN APPROVED TESTING LAB, AT THE OWNER'S EXPENSE. DUCTILE IRON PIPE SHAIt EXTEND A FULL JOINT LENGTH BEYUND FILL AREA. 9. 3' MIN. SEPARATION REQUIRED BETWEEN WATER LINE AND STORM SEWER CC'L:'E`;S OR 6" SEPARATION WHEN W.L. INSULATED. USE �" THICK THERMA-CEL PIPE INSULATION IN 3' X 4' SHEETS AS M4NHFACTURED BY NOMFICA, INC. OR EQUAL APPRUYED BY ALBEtiARLE CO. SERVICE AUTHORITT. INSI-'LATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5` ' BEYOND ENDS OF CULVERT WHEN PARALLEL. ENG -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12"- 46" PIPE L-3-1 tub end on tutki 'Inti-stcttca:s ,tub end an outlet and-eechau io,;d w4 an inlet 'rid -sachets Splxptend on nktend-''clime - I _- X X - - X f J _ -_ E. Concrete to be - - ---� i E Concrete to be _-- - Class A4. I - Class A4. l ---- - PLAN PLAN I--- --t— B �,; F " I i 3,1 ^r a steel J. fab c "yOnr ! •i rQ� t t rGonne er a-iStesf fabric rxtfcv McurieI i A D i E— I—, --p t I` E --i SECTION X -X END VIEW SECTION X -X END VIEW SPECIF iCATION REFERENCE 302 i END -SECTION DIMENSIONS _ . CLAM. A B C I 0 I E 12" 4" z-0" 2'- d' 4- a' I 2r- 0" 15" 6" Z-3" J'-9" 4-0" 1 Z-6" 18" 9" 2-3" T 9" a' 4-T 3'- 0" 24" �1u _ 3-7" 2'-6" 6'-i" 4-0" 30" I' -O" 4-6' I'-7 " 6' i ' S -O" 36" 1'-3" 5-3" 2'-i0l' 8 IT" 5 O" 42" I-9" 5-3" 2` -Il" 1 li-2' 6'-6" 48" 2'-O" 6' o" 2'-2" 1 e-2" 7'-O" 54" 2'- ,AND 6" GRAVEL --"/IT 60' 2= 0 SPECIF iCATION REFERENCE 302 i - i YARiES �--frfst-n . - VA SIZE BRANCH AND LVE - BOX M.J. FLOG MAIM VALVE SAME 4S _VARIES MAIN. I i R00 YALYETO TEE r :. , . sf iii l CIA f'. II .11 ON-LINE (TYPE'B') . 1. VARIES METER BOX (SEE FIG. W-7) V 't7,',, ,try ,,T . 15' inn -T Yy 2' PIPE SLOPED TO MISLVE - DRAIN -IF GRADE BOX ' . ALLOWS T-� 11z -7 MAIN REDUCER"` 1 — rI(No 37 STONE 4' PIPE 2" GALV. PIPE THREADED FOR COUPLING B CAP. f PLA5T1 ISLEE VE 4' VALVE - _ CONC. THRUST BLOCK 'SIZED AS - I y+,I%+,� /,J /,v I ` PLUG , 2� THREADED TAP NECESSAPYIII"E-.- — -_-- s I— - VARIES ° , OPTIONAL , DETAIL I THRUST 2"GALV PIPE - MECHANICAL JOINT BLOCK FITTING P.V.C. . .. -SLEEVE I 11 .. . 1!I; VARIES PLUG' VARIES . 4`'-}r` ••` 2°TJiREAo£D+. DEAD ENO (TYPE W) TAP TYPICAL BLOW -OFF ASSEMBLY FIG. W-9 rev. 12/84 IV -24 ENO -SECTION DIMENSIONS _ . CLAM. I A B C I D E 12" 4 2!-O" 4-i" -l" 2,-O° 15" 6" 2'-S, 3'-10" _e 6'-I" 2'-6" '1811 9" 2'-3" V -i6, 6`-I" 3'-0" 24" 10" I S-7" 2'-8" 6,-:5' 4'-O" 30' f -O' 4' -6" 1'-7 6 ' I 5'-0" ' 36 I-3 -3 5 -10 ' 8i -IJ' 6-0 42' 1-9 5-3- 1 Z-ff' Er:2 -6" 48" 1 2'-O" of BEHIND STRUCTURE - _ HIGHWAYS TRANSPOFZTAT)CN - i YARiES �--frfst-n . - VA SIZE BRANCH AND LVE - BOX M.J. FLOG MAIM VALVE SAME 4S _VARIES MAIN. I i R00 YALYETO TEE r :. , . sf iii l CIA f'. II .11 ON-LINE (TYPE'B') . 1. VARIES METER BOX (SEE FIG. W-7) V 't7,',, ,try ,,T . 15' inn -T Yy 2' PIPE SLOPED TO MISLVE - DRAIN -IF GRADE BOX ' . ALLOWS T-� 11z -7 MAIN REDUCER"` 1 — rI(No 37 STONE 4' PIPE 2" GALV. PIPE THREADED FOR COUPLING B CAP. f PLA5T1 ISLEE VE 4' VALVE - _ CONC. THRUST BLOCK 'SIZED AS - I y+,I%+,� /,J /,v I ` PLUG , 2� THREADED TAP NECESSAPYIII"E-.- — -_-- s I— - VARIES ° , OPTIONAL , DETAIL I THRUST 2"GALV PIPE - MECHANICAL JOINT BLOCK FITTING P.V.C. . .. -SLEEVE I 11 .. . 1!I; VARIES PLUG' VARIES . 4`'-}r` ••` 2°TJiREAo£D+. DEAD ENO (TYPE W) TAP TYPICAL BLOW -OFF ASSEMBLY FIG. W-9 rev. 12/84 IV -24 I 4"� 2'R _ . , * . � I - '• • is a. /.': Concrete to be Class A3 if:. •cast in ploce,4000PSI if :.:a 1ttNOTE: Pipe lengths stwwn an phns are a o..•':.: :,s*'.* based m End -Section design shown I . an the left. if the cmtrocta elects . inert - - b use the attemaie design shown on . t - - - the right,lengths will be reduced by . ' - the difference in dimension"D". 6" � . SLOPE DETAIL r This curb is to be used when design speed FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS . is 40 MPH or less on Rural highways and J VIRGINIA DEPARTMENT 66 m% o ? • `,,.. If r. -. - HIGHWAYS AND TRANSPORTATION 1 ACCEPTABLE ALTERNATE { / J J 102,01 - i YARiES �--frfst-n . - VA SIZE BRANCH AND LVE - BOX M.J. FLOG MAIM VALVE SAME 4S _VARIES MAIN. I i R00 YALYETO TEE r :. , . sf iii l CIA f'. II .11 ON-LINE (TYPE'B') . 1. VARIES METER BOX (SEE FIG. W-7) V 't7,',, ,try ,,T . 15' inn -T Yy 2' PIPE SLOPED TO MISLVE - DRAIN -IF GRADE BOX ' . ALLOWS T-� 11z -7 MAIN REDUCER"` 1 — rI(No 37 STONE 4' PIPE 2" GALV. PIPE THREADED FOR COUPLING B CAP. f PLA5T1 ISLEE VE 4' VALVE - _ CONC. THRUST BLOCK 'SIZED AS - I y+,I%+,� /,J /,v I ` PLUG , 2� THREADED TAP NECESSAPYIII"E-.- — -_-- s I— - VARIES ° , OPTIONAL , DETAIL I THRUST 2"GALV PIPE - MECHANICAL JOINT BLOCK FITTING P.V.C. . .. -SLEEVE I 11 .. . 1!I; VARIES PLUG' VARIES . 4`'-}r` ••` 2°TJiREAo£D+. DEAD ENO (TYPE W) TAP TYPICAL BLOW -OFF ASSEMBLY FIG. W-9 rev. 12/84 IV -24 5 O" ^ ­.. •. _. ,. � = . j\ \ �\ '* `� T } SIDEWALK DETA I L TO BE USED WHERE SIDEWALK IS ADJACENT TO PAVEMENT 1 ' CG -2 THE GREENS AT HOLLYI EA 30vo Ii, '`- is �: DETAILS .. ; I --6 min. • undisturbed I ground This item may be preiwst or cast in place.-------min.��, \ . / ­�_ .- 0 -A 0 CLASS I RIP RAP • CAPACITY = 23 cfs @ 2.5 Note: Curb having a radars of 300 ft or less # 200 F I f_T E R FABRIC � . - (abng face of cure pa b)will be for as radial fi ter,, 0R EQUIV. The depth of curb may be reduced as much as 3" (15"depth)or increased as much as 3'(21"depth) in order that the bottom of curb will coincide with the top of a course of the pavement substructure. Otherwise the depth is to be G8•' as R I P RAP DITCH DETAIL shown. No adjustment in the or ice bid, is to be mode for a decrease or on increase in depth. F I TO N. T. S. `�, - EC -I r i711L i . DETAIL 2 DETAIL 3 fJFiTi - , - 8 I1AI F I LAN t © HALF PLAN - -- —B HALF PLAN p.., -j )'-y ,' -- -- TYPE ( I f ...1 -„r �- - PEA (I I rrrJ^' n, 1 ---r TYPE AtJ �i i - - INFAIf•iFUf (,.i,), '('ll I Jr) i I IREAIMENT i t j'.; -1.-i TREATMENT ,_.� t 1 ;. o �. 1. {,I' 1 11111 i �t Ir ,J.,I I J 1 �U(I S�_,�� z -� _ .1 1, E _L J A _- ('I ,�' JII--A--11 A --- ; �Iv G7-, � a A , � :i I-) �.r L i� __ I- - � (, j` _� D -+- - -I II' I' -1 sa , y/ q�'� `� r 1. 1. fN( ( -�� NT F' ,j d 1 r Fi ni \i 1 Ie1 4 Y9 ,ek. :r j. ' II a1-{. r, .. o { i ... HALT PLAN 5 at IIAtr PLAN,, .7 J jI I -- f'F. B r 11 r ” Ll', I HALF FLAN Y o rrF'E B f. L- o -- TYPE B rr d 5 3. 1 TREP,FPAFt1T "�',', TREAFMENT -B -- Py ! I1 -- - 3n- - TREATMENT o V -- ( r B I. 21­-----JPan "f' `I �� - - f I is I r -[ _J t c"- .'`Nx7 y�:r,,,T iF'- � yritr Y'Ia � --rYhFT �i ' " Nl_.�t�rIIz _J.I% rAi t - 'ft =��r Jh# , 6`,1 i1sirU .Jt `�r. I1 -tl.. In. SCCIlQ1N A -A _ SECTION A -A SECTION A -A e Cm --is scan for bas c Il erl inslallal,ons. H=D orae, for round p pe,rlse for pipe orch and box he'ght. NOTES Fc• mull'pie ne Inslallal'ons Dimension a 1, to govern the p,olect'on oute'de the channel ,nd IhIY.l. ,, .d r s i-1.11.1- r r ,o o 1-1 he"Ime, i ".err 0 c Raatl "nr sea o r.o" 'ng o ( end.a 1 c, sndsect on 's spec + ed on pions. C-i-1.01rls to be 'n -old-C, .On -- -- b5n 3D % , \ ' Delo 12 sho"n oboe. ''!k- ---D -- ---W' -- D -1�-`i- vp Type A B -i treatment to be at tpecrt ed on the pane �-„><�-- 1 1 - jJi�`FTt ,� :( ryt� B [=) The Icp 6 of Ile slone shall be ginuled in occordonce wilh Seeman . ( I, I(') _,/ "'[-�?�' t-/ 410 C•4, e-irl that the portion below the lop 6'may be choked aim line maleriol. DIIc i ( , m II � , 1J � -t -- - i r Y rt "�11 % ' �' I ) ,f f I E �S)I ( �� .b . }, _ .l HALF PLAN HALF PLAN = TYPE A TYPE B SECTION B -B 11 * US- Ty, ,t ".. 1 11 1, nn plans or normal side Slone, t1oliom wldlh, and depth - nf ,ha i.r.I, d Ici,. or i at. al ground K«. _,- a - --_ Sf'ECIFICA'TIOtT . STONE FOR EROSION CONTROL REFERENCE.. _ __ VIHri IIIIA r+�r'hHf NIKNl - f10 114.Oi i b0"3 _.-_ __.---,---_--_ H1(',HWA',S AND TRANSPORTATION 418 KENNEDY GUARDIAN (X -SIA) I MUELLER CENTURION (A-423) OR APPROVED EQUAL LENGTH OF BRANCH VARIES 0 6, MIN, - 2 told I (270') 5 1/; 7-1 T a max I `I ' I8' 1 l�VALVE BOX I FINISHED GRADE I 7 a1 ft. u%' GRAVEL; 6" GATE VALVE I MI jin _L_ " 2300 P.S.E. CONCRETE BASE - ,l1= AND THRUST BLOCK AGAINST !,fDu �'" .^ UNDISTURBED STABLE SOIL. 1 �' STEEL 3/4' THREAOEEb RODS'TO. WHEN THE SOIL A IS PUL/ ANCHOR VALWE TO MAIN. OR wHEti A }{YpR ANT S LOCATED N A FILL, ANCHOR ' THE VALVE TQ THE HYDRANT WITH 2 - 3/4 THREADED RODS# IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL _ 'THREADED ROD 'TO BE GALVANIZED BE USED AS ADDITIONAL SUPPORT OR ASPHALT COATED. NOTE -0) SURROUND WEEPHOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. {2)MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES) FiNi H • (3) 5 ED GRADE A _ 9H LL SLOPE 70 DRAIN AWAY FROM THE FIRE HYDRANT AND VALVE BOX (4)THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. - TYPICAL FIRE HYDRANT ASSEMBLY FRAME 8 COVER (SEE FIG. Sd-D) . —,I-- _r STREET SURFACE 12' IN NON- /. x� PINED AREAS. '- ✓u G "WEDG-LOK' TYPE 2'-0" ___-I - RtX3RER COATED STEEL E STEPS Ofl APPROVED 2 ' 3:p'min EQUAL CAST N PLACE. -r- . PRECAST REINFORCED Q"min.16•ma,. ALL JOINTS,tJFT HOLES, CONCRETE SECTIONS .L INLETS,OUTLETS TO BE - .0" RING SEALSSEALED B GROUTED Itx;IOE AND OUT. ?4NIMUM ELEVATION DIFFERENCE ACROSS M. H. FROM INLET TO OUTLET : .i:. I SHALL BE 0.20 FEET. CONCRETE VARIES FILLETS \- BRANCH .11 ' DEPTH OF FLOW 12 CHANNEL TO 8E_ - I � 3/4 DIAMETER OF ' CONTRIBUTING--- - SEWER. - _ ^. ,- 12' A FlLLETED INVERT FOR /i�a£1r7�7T-4,� gL•�•,� `1.- A SMOOTH TRANSITION OF FLOW _"�,1. ",pin o%res, mm. .y ".'°;/ •;E I�';z 13ETWEFN INLET B OUTLET 6 STABLE UNDISTURBED G MIN . 6° BEDDING -/NO 68 STONE PIPE SHALL BE PROVIDED. SOIL FOR UNSTABLE SOIL ON UNDERCUT CONDITICriS NOTE: , I. BEDDING THICKNE39 REQUIREMENTS SHOWN ARE NININUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL • HAVE EXTENDED OR NON-EXTENOED BASES. • TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN EXISTING POWELL CREEK DRIVE 00 PROP. I ITURN I SHOULDER ! LANE I, 12' 91 I/411 PER FOOT-. .111 PER F007- / / / / / / i - TURN AND TAPER LANE MAINTAIN SHEET FLOW TO NATURAL DRAINAGE SLOUGH /, PAVEMENT SPEC.: 211 BIT. CONC., TYPE S-5 PRIME 11 8 AGG BA "A SE N 2i No. 9 I 4"� 2'R _ . •.� \7.'-.' D -- 3 TO 1 5(JRCNARGE '• • is a. /.': Concrete to be Class A3 if:. •cast in ploce,4000PSI if :.:a precast _ �...', Surface a o..•':.: :,s*'.* ,J,i T.'.: I . / ., .'-411• .: -• Base �EW- �-EXSTG. y..,,.., a,,. J..tt, ftGt �.; ', . . E .. .P.'.'.'.*A1.:. , A.•.'. .D .' .. ' Subbase . 2" Ratlius 6" � . �'. -�`. This curb is to be used when design speed e' .a.... is 40 MPH or less on Rural highways and :v.; :.` surface 45 MPH or less in developed urban and m% o ? • `,,.. suburban areas. :'e.':'...y . - --. ' „ . I( Subbase 12" CURBING ACCEPTABLE ALTERNATE { / J J IF CURB IS EXTRUDED SReaCeR'ErAICE" STANDARD 6" CURB DEPARTMENT 105.04VIRGINIA 502 STRUCTUft of BEHIND STRUCTURE - _ HIGHWAYS TRANSPOFZTAT)CN ,AND 5 O" ^ ­.. •. _. ,. � = . j\ \ �\ '* `� T } SIDEWALK DETA I L TO BE USED WHERE SIDEWALK IS ADJACENT TO PAVEMENT 1 ' CG -2 THE GREENS AT HOLLYI EA 30vo Ii, '`- is �: DETAILS .. ; I --6 min. • undisturbed I ground This item may be preiwst or cast in place.-------min.��, \ . / ­�_ .- 0 -A 0 CLASS I RIP RAP • CAPACITY = 23 cfs @ 2.5 Note: Curb having a radars of 300 ft or less # 200 F I f_T E R FABRIC � . - (abng face of cure pa b)will be for as radial fi ter,, 0R EQUIV. The depth of curb may be reduced as much as 3" (15"depth)or increased as much as 3'(21"depth) in order that the bottom of curb will coincide with the top of a course of the pavement substructure. Otherwise the depth is to be G8•' as R I P RAP DITCH DETAIL shown. No adjustment in the or ice bid, is to be mode for a decrease or on increase in depth. F I TO N. T. S. `�, - EC -I r i711L i . DETAIL 2 DETAIL 3 fJFiTi - , - 8 I1AI F I LAN t © HALF PLAN - -- —B HALF PLAN p.., -j )'-y ,' -- -- TYPE ( I f ...1 -„r �- - PEA (I I rrrJ^' n, 1 ---r TYPE AtJ �i i - - INFAIf•iFUf (,.i,), '('ll I Jr) i I IREAIMENT i t j'.; -1.-i TREATMENT ,_.� t 1 ;. o �. 1. {,I' 1 11111 i �t Ir ,J.,I I J 1 �U(I S�_,�� z -� _ .1 1, E _L J A _- ('I ,�' JII--A--11 A --- ; �Iv G7-, � a A , � :i I-) �.r L i� __ I- - � (, j` _� D -+- - -I II' I' -1 sa , y/ q�'� `� r 1. 1. fN( ( -�� NT F' ,j d 1 r Fi ni \i 1 Ie1 4 Y9 ,ek. :r j. ' II a1-{. r, .. o { i ... HALT PLAN 5 at IIAtr PLAN,, .7 J jI I -- f'F. B r 11 r ” Ll', I HALF FLAN Y o rrF'E B f. L- o -- TYPE B rr d 5 3. 1 TREP,FPAFt1T "�',', TREAFMENT -B -- Py ! I1 -- - 3n- - TREATMENT o V -- ( r B I. 21­-----JPan "f' `I �� - - f I is I r -[ _J t c"- .'`Nx7 y�:r,,,T iF'- � yritr Y'Ia � --rYhFT �i ' " Nl_.�t�rIIz _J.I% rAi t - 'ft =��r Jh# , 6`,1 i1sirU .Jt `�r. I1 -tl.. In. SCCIlQ1N A -A _ SECTION A -A SECTION A -A e Cm --is scan for bas c Il erl inslallal,ons. H=D orae, for round p pe,rlse for pipe orch and box he'ght. NOTES Fc• mull'pie ne Inslallal'ons Dimension a 1, to govern the p,olect'on oute'de the channel ,nd IhIY.l. ,, .d r s i-1.11.1- r r ,o o 1-1 he"Ime, i ".err 0 c Raatl "nr sea o r.o" 'ng o ( end.a 1 c, sndsect on 's spec + ed on pions. C-i-1.01rls to be 'n -old-C, .On -- -- b5n 3D % , \ ' Delo 12 sho"n oboe. ''!k- ---D -- ---W' -- D -1�-`i- vp Type A B -i treatment to be at tpecrt ed on the pane �-„><�-- 1 1 - jJi�`FTt ,� :( ryt� B [=) The Icp 6 of Ile slone shall be ginuled in occordonce wilh Seeman . ( I, I(') _,/ "'[-�?�' t-/ 410 C•4, e-irl that the portion below the lop 6'may be choked aim line maleriol. DIIc i ( , m II � , 1J � -t -- - i r Y rt "�11 % ' �' I ) ,f f I E �S)I ( �� .b . }, _ .l HALF PLAN HALF PLAN = TYPE A TYPE B SECTION B -B 11 * US- Ty, ,t ".. 1 11 1, nn plans or normal side Slone, t1oliom wldlh, and depth - nf ,ha i.r.I, d Ici,. or i at. al ground K«. _,- a - --_ Sf'ECIFICA'TIOtT . STONE FOR EROSION CONTROL REFERENCE.. _ __ VIHri IIIIA r+�r'hHf NIKNl - f10 114.Oi i b0"3 _.-_ __.---,---_--_ H1(',HWA',S AND TRANSPORTATION 418 KENNEDY GUARDIAN (X -SIA) I MUELLER CENTURION (A-423) OR APPROVED EQUAL LENGTH OF BRANCH VARIES 0 6, MIN, - 2 told I (270') 5 1/; 7-1 T a max I `I ' I8' 1 l�VALVE BOX I FINISHED GRADE I 7 a1 ft. u%' GRAVEL; 6" GATE VALVE I MI jin _L_ " 2300 P.S.E. CONCRETE BASE - ,l1= AND THRUST BLOCK AGAINST !,fDu �'" .^ UNDISTURBED STABLE SOIL. 1 �' STEEL 3/4' THREAOEEb RODS'TO. WHEN THE SOIL A IS PUL/ ANCHOR VALWE TO MAIN. OR wHEti A }{YpR ANT S LOCATED N A FILL, ANCHOR ' THE VALVE TQ THE HYDRANT WITH 2 - 3/4 THREADED RODS# IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL _ 'THREADED ROD 'TO BE GALVANIZED BE USED AS ADDITIONAL SUPPORT OR ASPHALT COATED. NOTE -0) SURROUND WEEPHOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. {2)MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES) FiNi H • (3) 5 ED GRADE A _ 9H LL SLOPE 70 DRAIN AWAY FROM THE FIRE HYDRANT AND VALVE BOX (4)THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. - TYPICAL FIRE HYDRANT ASSEMBLY FRAME 8 COVER (SEE FIG. Sd-D) . —,I-- _r STREET SURFACE 12' IN NON- /. x� PINED AREAS. '- ✓u G "WEDG-LOK' TYPE 2'-0" ___-I - RtX3RER COATED STEEL E STEPS Ofl APPROVED 2 ' 3:p'min EQUAL CAST N PLACE. -r- . PRECAST REINFORCED Q"min.16•ma,. ALL JOINTS,tJFT HOLES, CONCRETE SECTIONS .L INLETS,OUTLETS TO BE - .0" RING SEALSSEALED B GROUTED Itx;IOE AND OUT. ?4NIMUM ELEVATION DIFFERENCE ACROSS M. H. FROM INLET TO OUTLET : .i:. I SHALL BE 0.20 FEET. CONCRETE VARIES FILLETS \- BRANCH .11 ' DEPTH OF FLOW 12 CHANNEL TO 8E_ - I � 3/4 DIAMETER OF ' CONTRIBUTING--- - SEWER. - _ ^. ,- 12' A FlLLETED INVERT FOR /i�a£1r7�7T-4,� gL•�•,� `1.- A SMOOTH TRANSITION OF FLOW _"�,1. ",pin o%res, mm. .y ".'°;/ •;E I�';z 13ETWEFN INLET B OUTLET 6 STABLE UNDISTURBED G MIN . 6° BEDDING -/NO 68 STONE PIPE SHALL BE PROVIDED. SOIL FOR UNSTABLE SOIL ON UNDERCUT CONDITICriS NOTE: , I. BEDDING THICKNE39 REQUIREMENTS SHOWN ARE NININUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL • HAVE EXTENDED OR NON-EXTENOED BASES. • TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN EXISTING POWELL CREEK DRIVE 00 PROP. I ITURN I SHOULDER ! LANE I, 12' 91 I/411 PER FOOT-. .111 PER F007- / / / / / / i - TURN AND TAPER LANE MAINTAIN SHEET FLOW TO NATURAL DRAINAGE SLOUGH /, PAVEMENT SPEC.: 211 BIT. CONC., TYPE S-5 PRIME 11 8 AGG BA "A SE N 2i No. 9 of� l !JeI __ , I --��- . or a . -"7, .t Ire 3 ---- ;,rte - , -,,,[, _ ., d>d wG U I f; / 6'max. I �( �i I 4mOX.e--r'•o',--.� S- e', a•- _z-4ee' . -.11_ I '.'tea's i C , J - J`0 to_- - � 1 -nit &cid neer - . oc' / / 1 ''' .5 . 3 s'.a'. a'•o•t 1.5' ��� � _ .. _L 1.4', J4., 1�� -- WALL "A" �5 cC TI/ 0,`� WALL n B 11 r b r I i S,� ,+ i S'0'O.C.TYA J'ma1D'rolr - a,I0,a'•o I N --__A -. _ / yi rff 1 -ii' wowml , i i NeIaLR tC )'�.�rrc,iJcJs ---1--_ i �.�.—� ��� 3 "'y I'i-' -1-5�1 6TC 3rAl rCe£A I =5TAdTi:ltL:t?__ . , . Na40L9 i AOLT GONNECT/ON i I____-._._.._.__---- " - L - L __ 2 • 4'. e" ' U - Iii,° I�-_U ,I_-- - � �fjj — � ' I - n "t Z --- -;-. o c C(/,.rr 96 / #04,11� rrN /,v Ye'♦ -_--------^------ - SPL /C C CONNCC _f0N __ - 11 - ­_'- - B', B' /rA L TC81A 1_____.____-__.-- - Me e'x a' e' o oR NEAO A --- _ FcY.r1 nrrN _E)r�I E_ �_) i-, - iI(FyII ,i' F I,vur 1`1 1 1I . __._.._ LL 11 __ _ -. - _- - if .LI _-. - - - - - Ll JL_ -, - — lits J --- �le{t "ail. NrtU hrr, _ _ '1 eTJhO '0 4311f)(01`104 1 -fns J7' 4',i' NIrN Geld ""(d . U - i, . L-- • . IS T!a'ac, res' fu OiLllo �LEVAr/ON ` xccejrNrAONr' 4 DCJLT9 CONNCCT/0N oNcv. '..I NOTES I. TIMBER SHALL BE PRESSURE TREATED. • 2.HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3 FILL WITHIN CRIBS SHALL SAND SAND AND GRAVEL OR OTHER GRANULAR MA7 IA �r,4EOaRo EXSTG. -- �EW-1 511 RCP .ASIC JF5/GN -- .7-YP_E D -- 3 TO 1 5(JRCNARGE AfitF.T{lCAFJ SYOUD PRESERVERS INSTITUTE 2:/ W.'i•I.,y,r.,<D.0 OlATT1N. IVAIll ,vG TCN - �TreVaTUAAL ex,0/NJIAD ' Ienland, ar,yan San f-i,t,, C"IIl,rni e' I ,J,i T.'.: I 1_. _ �EW- �-EXSTG. SCAT riG. i•4?NrVJ•'OV , J..tt, ftGt 1"td":r'_'-^"_""31..-...t .a / 15" RCP f - CG- 2,� - ° ——-———— --'- —— -. r -- � CG- 2 > .. I . 7 - '; , rr , e � � q � ,S",00 �, 00o, 01V,FRC50OG oO Dat � � � ' CURBING / J J / 6" CONC. SLOPED CONTINUES --// /, STRUCTUft BEHIND STRUCTURE - _ TO DRAIN I j 6" GRAVEL --"/IT 0 X - SECT A -A N. T. S. of� l !JeI __ , I --��- . or a . -"7, .t Ire 3 ---- ;,rte - , -,,,[, _ ., d>d wG U I f; / 6'max. I �( �i I 4mOX.e--r'•o',--.� S- e', a•- _z-4ee' . -.11_ I '.'tea's i C , J - J`0 to_- - � 1 -nit &cid neer - . oc' / / 1 ''' .5 . 3 s'.a'. a'•o•t 1.5' ��� � _ .. _L 1.4', J4., 1�� -- WALL "A" �5 cC TI/ 0,`� WALL n B 11 r b r I i S,� ,+ i S'0'O.C.TYA J'ma1D'rolr - a,I0,a'•o I N --__A -. _ / yi rff 1 -ii' wowml , i i NeIaLR tC )'�.�rrc,iJcJs ---1--_ i �.�.—� ��� 3 "'y I'i-' -1-5�1 6TC 3rAl rCe£A I =5TAdTi:ltL:t?__ . , . 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I 10 f ............... 00 ............. ............ .. ....... jr YN 'RT TENNIS (10b THE •(TO B��16it �HTED- DESIGN ....... 120ezv.J., 1-7— Alp Q0 SITE DATA TM 46 rl (4 4�7.5 Parcel 26 B 2 ZONING • PUD 13 W'r Z-�-/- PROPOSED USE: BENTAL UNITSFJF56)50 HOLLYMEAD SQUARE A 1,�D TOTAL AREA: 14.40 ACRES RESIDENTIAL DENSITY 10 UNITS/ACRE OWNER HOLLYMEAD TOWNHOUSE ASSOC, H 56 RECREATION AREA OPEN SPACE 42 9/6 6 AC, 44, 4 4 S '9 38 ZONING PUD TO 5 1-1 28 -;r- Z, GROSS 7 7 900 S.f. 454 MAX. HEIGHT OF STRUCTURES: 33 10 PARKING SPACES PROVIDED 300 (INCL. 4 H'DCAP) Rc //v v IMPERVIOUS COVER 38 % 9 LANDSCAPIE SCHEDULE MIN. SETBACK : 20' p 13� MIN. BLDG. SEPARATION: 30 295 r(-)Fh,Nci srpus @ I 11r C�Tmuv to 5rncEs z3o �ti�(DE 1�E�� t?��',•'•','•``\\����' ;�•'':': •'•:•. 1 • : �'•'•3 '�- UNIT DISTRIBUTION (see bldg. plans for unit types) 30 TRF -f-3 I Va v IAN WALKWAY STR E c ostN f hor, Cal) PEDE \N/ EXsTb BLDG No A 28 2M 3A TOTAL ALIGN ]A 2 N cou UJCHLI3lc LnH05CAri� LIS -1 1 3 7 10 W FLAHIfF-0 16' O.C. 2 3 7 10 V elf- h 15 0 ri r- 3 3 7 10 lriE3 Mr -D IN. THE -Inf-Fb 0f-ti40F11a1-b-L0H1%V1IjH�50 . 4 10 10 mtr-3 �r'm 100 3-r. qHrOuq oul. 0 1z) no f5F- listo *IEf�f- qnADIN �VIL� 6W4('j DIKT LEVELb (9ti0UHQ ffHE fi055 3 7 10 or fe'LL3 5 0?1 r ib "Io 5E ulstl 0, rltqA�)-TNE LIMITS OF fl�tt CL 6 8 8 1 1 t 7 8 8 a FILL LHHO` CF 8 10 10 9 8 8 10 8 8 11 2 6 8 12 8 8 13 2 6 8 14 8 8 15 10 10 16 3 7 10 TOTALS 36 18 19 47 24 144 (incl. 2 Wdcap) ViN(-j 'JU 0r - FILE No. 7304 INT61i-IEO HMO f�FSFLACO ) !6MOULIJ (-iNj 01E. TAXMAP 46, A PORTION OF PARCEL 26 B OWNER/ DEVELOPER CASE EDWARDS DEVELOPEMENT, INC. 9600A MARTIN LUTHER KING Jr. HWY. LANHAM, MD --:-'20706 DATE: OCT. IT), 1166 I " = 410' REVISIONS: CERT. NO. 54-17-3 (a) 655 54-17.3 (b) 78 L A N D ILNGINEERS, SURVEYORS, 914 MONTICELL.0 ROAD LAND PLANNERS C ARLOTTESVILLE--�LIF�LU-\U-,4-22—cd-)-I (804) 977-0205 I FILE No. 7304 G\NIT,{ Apll TtZAP To ?i5 T M 6 JSTAU-97D BEF-01-r. 1>6rGtJTjcll Parcel 35 \Ill' TM 46 OWNER DANIEL COLES A- WONCI vAI Ito (,00s1-ux:vIFr>- D I AA P, T, C�- ZONING R I NME: T"HI5 50mMA�m- T"914P NEEC'l5-ro Etcv. of 5+ntje DFFtti Law P -t- 44 --1. 0 k, F:VIsJC,-rI0NAL. Ar T He- c- 0 ti a -E -f I C)m It'. MAC)g v 5'i VPOT SITE ZONI Nlff�: R - I& RA DETF-O-rIOW TOWD I)tIR AND OF MH, INV 396.00 \j UTUET 1sTv-uCrr0jze 4 M Ell E;,E A OWNER: F.A.6nd HATTIE J. BROWN AfE3 co Azo 14 A�. 11 7 AZ 4 47, 4 ul� A:. 4- 42Z A04 140 44Z ri 444 vi R 50'16T IP IS INTENOED FOR _0 a \ - �\ \ __--Fl[fDESTRIAN AN BICYCLE ACCESS ON X. 7 14 01 y A54 454 -13 S16'15 3811E 3 13yo 7"E 876 15 Ar.15 I- 200 Y S 6°0" iL 43 1< PC E:IF 43 -�� \�\_= r 43 5.I I v \ FF 434 0 �,� \ / I \ \\ \ I A4-\ \ �\ h C4 3 \' PC V a . CSD �J \ ' C \ -7- 77 c--/ Va 10 0 i \ \ c) .,"Ml•T�N \ �\ \ \U d. � \ "!E \ ;��J �"' � '`—_ � ^vd� \ 9� � / � :P, ��Z P'� e� .✓ \ \\ I? `. / 1 \ � P !/ 9/ \ _ ��1 j'�p�j� I I��E$ � �N � \ � .''� �� �C \ / A54' a. `\ �4 , \\ \ \\� �\ \ \ -I t/ 0 Q oB.O. I J 0 0 co v A� 17 Al 0)\(ns) cli \ \ �� 7 I& \ ! \ s `�\ y \ \ \ P� \ 9 / '\ � �� .,- :,, \ \ _____ .�• -�� T `/ :ate \,\ � \ fi �fi UO \ - t7 '�` ®, \ � < y� + \tip � .�°�v ! \ , ' \ \ \ �y�o i x' / �\ _.' \:-. ,. � _. __---- 610 15-6 0 00 p 0 '0 U 0 0 J W /rl) t U) < < q(2 �b F I �s "9 CO 196TRIL L .4 0 \••�6 44 POOL D E�KO ,\ k2 � ,� \ \ lr r -'' ;�,,. � f Ex z CLjBH1OAE < L0 FF 4[45,bO LL WATER LINE N \ qs� AEA. Ez LL- -p �O r \ - CL `� ,:.� _ \ �` o ^a- r'Q" Z, F'�L Dfq WATER R �A �\ \ 00 \ N o \ NOTE\ iao. 8 C \ <: Cr LLJ z z _ \ \ 0 0 FH 45 N f 60 6 22 -vX NOTE: THI'5 FVOPEV--fy is COMPL'ETELY J'C) Woc)DED.TP-El UlllIE5 51rlow�J rte----- ----------- 7zn� HEIR A'�?E PQOPOSE�p (z 24'—J_ w fi \ - 0 t�} 1 o iLi l T � \ °J '` —�" \ is � >r,M 11,1 � _ ---- o c \,EXt�S �I rlEa / �yv fi �rsS �0 4-EMAtt > TENNIS -COttRT TEMPORARY SEDINIENT TRAP DE TA I I- Ise j U (TO BEJ�IMH­TEID SIGN. ay 0 CL <?O m 2 \fi Q0 CV W 460 7c, T M 416 1-- CL or �-57 H 7 15A, /0 (447.5 Parcel 26 B 2 36 w 3/390 56. 0 CROSS sC-C_-r1C:)�j--1_FJF HOLLYMEAD SQUARE S. ROUDABUSA, 7 - PAP OUT -LE r, 4_ TlZ CERT. NO. OWNER HOLLYMEAD TOWNH'OU SE ASSOC id 4�0 54-17-3 (a) 655 �- \ , \(4 56 ZONING P(JD 54-17-3 1(b) 78 \!\ yCn \, 96p 46 g \ Y \ y, j I 0 938 V 4f� 45-4 -- ``- _��_' \.,... . Ll--\`\J;J�```'. ��_- ` ' ?_o�aad:�oxa, o'a��o��'a,oao,4oydU-ooa�d JaDoJ3aopoo ooaa�mood'�o 6°ac�o0=�03d�\ o=o'/�- l��5e(\n��CSy•�T>���1C`��'��""�\��� ,\\i��,,\\Y � \�"ti•`` � 'ctkj 9 �``'; , I ��� � LAMD LEGEND 5 0 7 \� , 111'� I T i - o, "o �11- 11-5 /V I/ �T vn�� NOT ES 1, EROSION Ardb SEDIMENT CONTROL PRACTICES (CONSTRUCTION ENTRANCE, SILT TRAPS, ETC.) WILL BE INSTALLED AS A FIRST STEP IN GRADING, 2 Pki AREAS SHALL QE <ZrAkll ?7rn Ufl-ll CTnM47 3. ROADSIDE AREAS SHALL BE 3TABIL12ED WITH VEGETATIVE COVER. SOILS .34B GLENEIG LGAM 2-7-/'c SLOPES - 34C GLENEIG LOAM SLOPE8 -88 LOAMY UDGRTHENTS 2- 250/c, SLOPES 4. R f?)()vlis1OH �C)h 1 5/,Cc)rjif�ot- INl9CCOF)Dl WITH sf-CTIOI-I I -e)& Of N�- yln. F-[-)OLOH HO 5lff01l`1EN- 'jF)jt0N CON'S OL HtAr-102)OoK Nus -I ff)f- r1F)IH7HI"f-0 qjwouql c0"4"D-jmuC-j ION FILE No. -7304 I - SHEET OF 8 CONCRETE SIDEWALK R LL C- T,�l 0 &J C— KJ7-RA tJC• C.0 KI -r S (�\ \ \5 ® ASPHALT SIDEWALK FREEFORM L vo \ I N r Q ; \O \ der PEDES-FRIAN WALK WAY \\ i "` \ Tb ALIGN \N1 EXs0 MIN. LI 0�_I Ill I m", EII i 21 r Ca 6ee N�V-V' -mill" mlllm =R(K E4 5iZe, 21 or ZIA 5urfmr-ed Ly /,7 n ,try 4- 'r (?,P 17pn!�InNI r.nNTRni Pt ]RpnFq- ON F EROSION & SEDIMENTATION CONTROL PLAN' THE GREENS AT HOLLYMEAD CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP 46, A PORTION OF PARCEL 26 6 OWNER/ DEVELOPER: CASE EDWARDS DEVELOPEMENT, INC. 9600A MARTIN LUTHER KING Jr. HWY. LANHAM, MID 20706 DATE: Je-r /7, 1'980 'sf SCALE: 40 j(hipighT 3-FbdnM 1(oujle� he,19hT)l W (vid1h o-�ban R)J(Ien,3fihofou'fil A x �3 ROUDABUSH., 45' ASSOC.,INC. , 33'x 33' GALE AND REVISIONS - 4.3 ' 2' 2-o'x Z0' 51 4' 4,5' (0, K FILE No. -7304 I - SHEET OF 8 CONCRETE SIDEWALK R LL C- T,�l 0 &J C— KJ7-RA tJC• C.0 KI -r S (�\ \ \5 ® ASPHALT SIDEWALK FREEFORM L vo \ I N r Q ; \O \ der PEDES-FRIAN WALK WAY \\ i "` \ Tb ALIGN \N1 EXs0 MIN. LI 0�_I Ill I m", EII i 21 r Ca 6ee N�V-V' -mill" mlllm =R(K E4 5iZe, 21 or ZIA 5urfmr-ed Ly /,7 n ,try 4- 'r (?,P 17pn!�InNI r.nNTRni Pt ]RpnFq- ON F EROSION & SEDIMENTATION CONTROL PLAN' THE GREENS AT HOLLYMEAD CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP 46, A PORTION OF PARCEL 26 6 OWNER/ DEVELOPER: CASE EDWARDS DEVELOPEMENT, INC. 9600A MARTIN LUTHER KING Jr. HWY. LANHAM, MID 20706 DATE: Je-r /7, 1'980 'sf SCALE: 40 btr I. 2,1 I -18b - Co. CrI -15 OCT. 10, 1988 - CLUBHOUSE I ENTRANCE'," ENGINEERS, SURVEYORS, FINALIIZE UTILITIES. Nov Itfl [955 LAND PLANNERS 914 MONTICELLO ROAD CHARLOTTESVILLE, VIRGINIA 22901 (804) 977-0205 y I.— ROUDABUSH., ASSOC.,INC. , GALE AND REVISIONS - btr I. 2,1 I -18b - Co. CrI -15 OCT. 10, 1988 - CLUBHOUSE I ENTRANCE'," ENGINEERS, SURVEYORS, FINALIIZE UTILITIES. Nov Itfl [955 LAND PLANNERS 914 MONTICELLO ROAD CHARLOTTESVILLE, VIRGINIA 22901 (804) 977-0205