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SUB201600021 Plan - Approved Road Plan and Comps. 2016-07-07
U AIM BLOCKS 1 Op 16, 17P 18 & 30 OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT: DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE CROZET VA, 22932 CELL: (702)-985-9088 dave@oldtpailvillage.com PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARL0TTESVILLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No: A PORTION OF 055EO-01-00-000A1 ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA-2015-00001 APPROVED ON FEBRUARY 10, 2016 USE., BLOCK 10: 25 SINGLE FAMILY ATTACHED UNITS BLOCK 16: 7 SINGLE FAMILY ATTACHED UNITS 24 SINGLE FAMILY DETACHED UNITS BLOCK 17., 14 SINGLE FAMILY ATTACHED UNITS BLOCK 18: 20 SINGLE FAMILY ATTACHED UNITS BLOCK 30: 14 SINGLE FAMILY DETACHED UNITS PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED DWELLING = 2 x 37 = 74 SPACES 2 SPACES FOR EVERY SINGLE FAMILY ATTACHED DWELLING, PLUS ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = (2 x 66) + (0.25 x 66) = 148.5 SPACES TOTAL SPACES REQUIRED = 74 + 149 = 223 SPACES PARKING PROVIDED: 202 SURFACE SPACES + 202 GARAGE SPACES = 404 SPACES PROVIDED ADDITIONAL PARKING AVAILABLE ON THE PUBLIC ROADS = APPROX. 153 SPACES MAGISTERIAL DISTRICT.' WHITE HALL MAGISTERIAL DISTRICT STORMWATER MANAGEMENT: AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012. BLOCK 13B ROAD & UTILITY ASBUILTS 1112412015. BLOCK 14 ROAD & UTILITY ASBUILTS 0412412015. TOPOGRAPHY FIELD SURVEY 0310312015. DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. - FLOODPLAIN. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN. LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE.* FiEBRUARY 4. 2005 LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMANAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. 3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. THE STREAM BUFFERS) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. ROAD PLAN APPROVAL IS DEPENDENT UPON THE APPROVAL OF THE OLD TRAIL STORMWATER MASTER PLAN AND STORMWATER MANAGEMENT PLANS FOR BLOCKS 10, 16, 17-18, WHICH ARE NOW UNDER REVIEW. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDIN(G CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION NDOT) . THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQiUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUICTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR REVIEW G APPROVAL. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 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 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 COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. HPDE PIPES MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10.VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. VICINITY MAP SCALE: 1'=1000 FEET LEGEND EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT EX. EP PROPOSED EDGE OF PAVEMENT ----- EP _ -- EXISTING CURB AND GUTTER _ EX C&G PROPOSED CURB AND GUTTER - - -_ ._CG-6____i TRANSITION FROM CG-6 ROLL-TOP -CG-6 ROLL-TOP- -- EX. 15 RCP EXISTING STORM SEWER - 15 RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER - - PROPOSED SANITARY SEWER 0• PROPERTY LINE -- EASEMENT LINE — — CENTERLINE — LIMITS OF CLEARING AND/OR GRADING EXISTING SPOT ELEVATION -+=12.0 PROPOSED SPOT ELEVATION +12.0 LIMITS OF DEMOLITION xxxxxxxx - EXISTING FLOODPLAIN STREAM BUFFER .. EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE EXISTING WATERLINE W/ TEE _IW PROPOSED WATERLINE W/ TEE W =♦-- EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE — 8 W PROPOSED WATER METER C EXISTING REDUCER PROPOSED REDUCER ► W HANDICAP RAMP (CC-12) DENOTES LOATION OF STD. VDOT --- CG-12 AND OR JURISDICTIONAL STANDARD AMP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK CRITICAL SLOPE SLOPES TO BE SEEDED, MULCHED &TACKED VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN } EXISTING SIGN PROPOSED SIGN �- SANITARY MANHOLE IDENTIFIER O STORM DRAIN STRUCTURE IDENTIFIER 12 SHEET INDEX SHEET 1 ------ COVER SHEET SHEET 2 —OVERALL PLAN SHEET 3 DEMOLITION & EXISTING CONDITIONS PLAN SHEET 4 ----- DEMOLITION & EXISTING CONDITIONS PLAN SHEET 5 DEMOLITION & EXISTING CONDITIONS PLAN SHEET 6 SITE LAYOUT PLAN SHEET 7 — SITE LAYOUT PLAN SHEET 8 SITE LAYOUT PLAN SHEET 9 ----- GRADING PLAN SHEET 10 --- GRADING PLAN SHEET 11 ---- GRADING PLAN SHEET 12 UTILITY PLAN SHEET 13 UTILITY PLAN SHEET 14 -- UTILITY PLAN SHEET 15 --- OVERALL DRAINAGE MAP SHEET 16 ROAD & UTILITY PROFILES SHEET 17 ROAD & UTILITY PROFILES SHEET 18 ROAD & UTILITY PROFILES SHEET 19 — ROAD & UTILITY PROFILES SHEET 20 STORM SEWER PROFILES SHEET 21 ---- STORM SEWER PROFILES SHEET 21A --- STORM SEWER PROFILES SHEET 22 ----- SANITARY SEWER PROFILES SHEET 23 ---- SANITARY SEWER PROFILES SHEET 24 ---- SANITARY SEWER PROFILES SHEET 25 TYPICAL SECTIONS, NOTES & DETAILS SHEET 26 --- ACSA TYPICAL WATER DETAILS & NOTES SHEET 27 ACSA TYPICAL SANITARY DETAILS & NOTES SHEET 28 CONSTRUCTION NOTES & DETAILS SHEET 29 LANDSCAPE PLAN SHEET 30 — LANDSCAPE PLAN SHEET 31 LANDSCAPE PLAN SHEET 32 LANDSCAPE NOTES & DETAILS/MAILBOX LOCATION MAP APPROVED by the Albemarle CnUnty Community�Q,evelpr meat Department Dated l ; File_ ; f,.�:> 't i zli ��AyTH OF Dl� o � U A WILCIIMA J. L'-EDB1ITTER Lic. No. 1507-8 < > SUR w � 0 O wLUzo aCIO) Z 0 N 00 04 Q < Qr ZO 0 rz W E @ Z OU >o JZ LU Q UQ rw 3 z N 0 Q� _= (6 S N W�co 4 r �� ORt J wo o w ac o cm W o. W w W = Oa. REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE AS SHOWN CONTOUR INTERVAL N/A cw� co Z W (z C� co Q T Z l J �; M W J ,- > 3: > -- "J z w` Dw / 1"' a:OI— 0 00 3., 0 Q 000 J � FILE NUMBER 8053 SHEET 1 OF 32 i U a w � U w W 0 N Cf) Z 0 t0 N m tL Q� z0 CcW >@) Z OU O �w � g z �Z W 2 r W Q , =C6 20 Urn N co 0 W(3 ov_ LL w h0>o Cc p z r. 24 o W Z 0 OW CL REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 14, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1 " = 100' CONTOUR INTERVAL 2 FOOT 0 CY) Z W CZ G c r Q Z CL U > >N T -� J z 0 -- cr nL"'r O D W J T 0� />Ili 00 U) Y L� W JUd 000 �0 FILE NUMBER 8053 SHEET 2OF32 • w � 0 wW 2 N (n Z 0`0 Nm cQ Q a z0 Q 0 oc 0 rzW cr_U Z �U wo t/= � a Z J Z 4 cc co Wa Z Q UQ �w �R3 cj CC a cb cj cc N L U 'O u_ LZ WC) 0� 15 o r wCC CC Z aw 00) ZQ� -tco W Z 0 OW % a. REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE 1"=30' CONTOUR INTERVAL 2 FOOT U) z 0 0 F- CO Z �w0 z o co O r g Z (� J "J z — T— �-- 0 Q "�W wrt0 06 062 tl� w z�YdQ 0 .j POOO 0 � OC 2 w 0 FILE NUMBER 8053 SHEET 3OF32 0 EX. CURB END REMOVALJ OF EX. SIDEWALK . ... . ... .... .... ... . ... ..... . . ..... ... - Li . . ... ..... J)V (Y) C, A0 .... .... ... rri cf)it .. . .. . ...... . . ..... rri ti C) . ... ..... . A REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15,2015 Per Comments DATE Jan. 25,2016 SCALE ill = 30' CONTOUR INTERVAL 2 FOOT U) z 0 0 cf) Z Lu 06 z 00 0 o z 0 z 0 57< < Uj 0 06 U) If z0Y 0 j () < PO 0 0 cr ca 2 w 0 FILE NUMBER 8053 SHEET 4 OF 32 Ex. DRafrd Gr Sr+ r. BEGIN REMOVAL ROBIN T. GARROD, F X. & JOANN M. MCDERMID DB F/c=75 ,' 0 6 % ' ® 79T OF EX. CURB IMP 55E-01-14-16 USE. RESIDENTIAL ST,n�E r ZONING: NMD S G1\u • w � Z wW = N� cc O N Q (L, Q z 0 4 Cc LU Z pU O Lq �Z 4 p� Wa Z � Q OQ ow J o cc Q? ZO UCob) N T� j a M V tz � r� a v, WZ Jln LL W p o W r .c CC Zn W aW 24 W Z O OW 04 REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE ill =30' CONTOUR INTERVAL 2 FOOT z 0 0 F- cf)z 0Wod z C5 (n 0 r CL C� j U) ._ r 0 0 W T od F— -j � z Q Cal/� /''� 2 w 0 .j U <( Poo 0 J J cr 0 2 W FILE NUMBER 8053 SHEET 5OF32 1 \ \ 0 \ /� _'I < i,XP \ \ \� \ i ^ I / /F/ /\ \ c+, I. \ \ s Rom• \ \ \ \ \ �. � !_ �- A = 6 0_1 'L _� I � N /\. / \ \ \\ o ''A_50. 5 - ., - -- - _._ _---;�7�_ 4' J c� / / / �u i / / \ \ova '' \ ,0 4 _ -- - - / \ \ \F \ \ \ � / i. 1" 11 ., _ 11 I'll 3T9/ i` �G 23 I i. j �o \ asp / 4 8'� 5% --- M1 = \ \ / / / / / �yQ / _ _. ` �, _- ... ... .......... ............ -" " - __... \ l i� /y z' !.. R2--1 'SIGN' ---- q��l 3 ,) (19 i. /I � / \ \ \ \ 13 i .37+00 5+90.37 ROW CROSS STREET" I' -._- \ I / 5 \ '" . .. . I=14+31.23 BEECHEN LANE ~- .` " � � °' / o O� \ S \ \ } / ><__��_i � - .. ..... ... r .. .... 5 INTERSECTION ELEV =670.46 , .. �'� ' '�\/ / / � / cy / / / \ 9/ SIGN LEGEND / .. ..... .I. 9 Q ...STREE.T .......... . j I / A o Off. �.. _ - .__._ .... .. ...... / / \ \ 2 PL TINS STRIPS ��.% _' 6 .... �` ; A� SIGN ' ... R-290' . hS SIGN 1 Z �, \ / o \ �./� V'' _r - - - - / \F F (2) 5' ONC. SID AL P'i " if NGG� .. - - - - GG 12B / x i3:1 �j \Toy /' �11 O V�'� . �? ,6 - -�- - ---- - R1-1. TYP:. _ _, \ 66 / o \ \ f R2=:1 ... Q o _. _ - --- _ _ - �i. p CG.. SIGN ... . � . , I o \ ; ' b�......... i - - _A= -- -- T�4 17 14.5 `26 �� \� d ` G� SIGN.. ! 1' 65. 2 - i 05 / / / I I \ \ \ \ `�Q / /, . R7-1 .. ,24 A J� R7-1 07 ;� \ , ` ` a / 1 0 1 I /�. / \ \ \ 1F,� / /i ' ..... .SIGN. __ /� A �s SIGN o.. 1-1 R 25' R7-1 03 ... '�` \�' / ? / I Z I / 6 \ �� \ � , 1. 2 s A= 51. 1 C> -- - � C / c 7 \ `� O / 5 280'. HSs r SIGN ---- .SIGN. C \ W1-1L : j A \ \ \ Fe ,`o �/� ... f. 0 - , -vim o. SIGHT R7-1 ' � .. � 1-,,,..,R� �, I \ \ / \ S \ \h/ Q r,`ti� '�22 �gP A=3.0' \ _ 9 \Sc>. Tff T. - E I J O /. .?g0. '_ .. USX.. \ \,. \ // / / ESM'T / 5z�. \ \ ti . ..... i P S� '-\ P K ��, $ - `\ �` � ' . .. .. �'/ Gj ,/,o P�2 ' s ' q\ s `` �� \ .�0 \ \ ` \ I c'j G O. f, Z. / pN B fin\ �p'6' (i \ / . ` 8 \ ... .. \ \� 9� \ / / / 1 \ �� \ \ `f... �.. �., v�� ti F Alp-.'- M X 'I tics\ -A ��, "/ ! ! ' �6 8 `� \'\ \ \ / ` i� / y. i ., // cS v\ cS. � '-1 i �, R7 1 \ // r�6 % r�.. o`>f i jy �, s \ 20' ER AT /\ � \ .SIGN.. .... M' I \ \ //a .. r, \ sv. f�RAINAGE:\ '// -.. �.. \''. . . I / - / �l ' \ v - \ ESM'T �' VAR. WID. SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET co Qjm w� ���LTH OF ��,_, ..... ..l o o� �'� I I,, a L 0 ,�� � �' '��_ , 4`� "'ZI v '�� "' '/ 9' a 10 : - WILLIAM J. LEDBETTER a Lic. No. 1507-B . SUR\JE�O� (: /I RC)An mow nATA C1 194.03' 250.0V 44'28'04" C2 233.93' 253.00' 52'58'40" C3 497.54 308.00 92'33 20 C4 33.35 50.00 38'1318 C5 38.40 50.00 44'00 03 C6 55.35 245.00 13'07 56 C7 57.30' 250.00' 13'07'56" MUTCD # DESCRIPTION REMARKS R1-1 "STOP" SIGN 30"X30" R2-1 "SPEED LIMIT 25 MPH" SIGN 24"X30" R7-1 "NO PARKING" SIGN 12"X18" W1-1L LEFT TURN - ADVISORY SIGN 30"X30" W1-1R RIGHT TURN - ADVISORY SIGN 30"X30" W13-1P "20 MPH" - ADVISORY SIGN 18"X18" W1-8L W1-8R CHEVRON ALIGNMENT SIGNS 18 X24" i W. \ \ j / P� �. , \ ,CF\ \ \ ..../ \ i � E\ \ VAR...WID.:``, PUBLIC I I cfi cS t-` �C` i \.. p, \ \ \ \� \ DRAINAGE. NOTE: o. O 2 00 0 I \ \ / ` / 4 ...R7-1 /" .�� - cP \..`L \fix. f " `?.\ P� °' ' DRA NAGS. `\ ESM'T ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT 10 \ Q , s / y� !\ / . :�J / . ..... .... \. VAi2. WIDTH SAN. \ \ \ VERSION OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE 1 3 SJGN..i Q:Oc� �' t� 6, 7_1 , ./ f P , ; `�' SEW. ESM T / �. �0, y /1R s 0 (� c, � \ ESM' \-,\1 \ /fJ' MUCTD I Qp� \ \ \ /" / /.. W . 1/ / Q�/ `-' ��` \sO IP� �� SIGN 2�Y Q�\`1P 0 .. cs ` \.. \� \A I \ \ / f ........ o i k3 t� �,11 6 �. / j : ....\ % J� Z'� emu. ' I � ` \ \ � �__j y V / i \ 6� / \ \. l ... i'/.. . SIGHT DIST. /. .. ' tx I i �. �cS `sa �' \O� 21 / % it r 1 . ... \ .. A s ,1 , ESM'T TREE I ri.... `�� . ti // I \ R \ / , .� /I . f / Q .1_ vim\ moo\ rn :� `_... \ '\ ..i 1 ' \\ \ 1 �� y cr to �` �} SIGN 1; 4' .'. s. / h r,tA � / . .. .. ...... °j J , 1 ... .. \, c o % .1� 4 r 2C / \ i v C' O= O - G !............ 80 `\ I I 1 SS \ I// ./ %^/ j 11 �\... �,./ 22 '-- / .i. � \ \ . .. SIGN �-1 - y�� �'' / i CQ .. �,\� -, I I \ s) �/ / I %..... %�� lr� /+.. /%-rJ .. ./ �y--� % .......\ \FzOPg '9 cS O i' tom. / / i���,,,,� ... �` � \ \ \ ��-\\ pc - I �(f) a I %( s. /F � 'R7-1 \� 0 /..�.. � � P�F r,. �'y o= o '�j I 14.5 yoI �\ F j � �Z� r.:-- p0 ' ii �D�- / ®P .� .. �, \ s �\ ca-: =' �/ / i � ... `� � . � o . \ p\\/ � C� I i PT40 i� / .o I y� . o \ ..SIGN... 12 / . �� / O ' O_ /\ 2 d �6 / Q /, o. ....... t / <. /: y 0, r-/ .... j.... ...... ✓ r, / 'I R1=1........ . ... \ I \ rn i..... .x ....... / r'/ ` .... / .. P .. s o /r o C I \ 9 PC 2 �.:;% t...... Cn \ , ...... \.... ,,.. / ....,:.'''; FLE.. \o / i/,' r . ............ SIGN........ 'n t, L- - �I 40� `�' /... a / L O \ .. \ 4 r //.. / ... ..... r '�! �P v� �_ a J �4+03. 9� /..2`? ........ . \.. ,� \\ L N - \ / .g `� 2� r�....�\\ r, .�. \ 'o. / 8 GOLF DRIVE /R7-1 R= 5, \, \ I o ' \ ♦ 6 / SM �.. r ' s v o, 2�=15+81.51 ADLERSGATE ROW 2 \ / . ,r - ' I 0\ o '' i ° - SIGN \ rr / / I \ / 1 ! R7-1 /. r%, r\ /�0 /, f,- / r \.j.. `.\\ U) Oy\ INTERSECTION ELEV.=666.31 R7=.1 \ SIGN ( - rr - \ r'cs `so_ O O %;. ! lRj-1 l_L SIGH '' , �\ 2 '' / ' ° 34+06.30 ROW CROSS STREET i . ` I ' \ / %� a/ /: 1 / �, / R7-1 \ / / �� \ SIGN .. \q /. .. ... / r / Z � SIGN y �S y 9 / % 'S N �� i% \ \" = I \ o' , 1 DIST.. \ / / .... . ✓ E\ - A•. � 91, / / .... 1G / ... \-25+36.07 GOLF DRIVE t V. g / Ji O t�` \ -- : -'' �: �y'; 'A �I \. TD. 12' \ \ M r : , �� ESM'T��\• 1 ,s o i a i = .... .. l \ �\ INTERSECTION ELEV.=666.20 I I O `� /� / `, /.. R1-1 ...` / \ i' ' \.. \ ,P �\ �- O 1/)�■�1 \ /: ... 11 r /r .i: \ CG-9 ..' \` \ I j/ l'....... .SIGN.... 6 pp_ L '' r , \ \ Q Fltn O /' i'....... _ y= ! \ \ 2 ... .. k ` 4\ 20 . FC-F �i` O . p / /i CG..12 \`' 9. \ J e I o \ / l ` .. �' \\ \ �� `Js a� \`o. o !� _ -' kOp ' ) i - rn \0 I \ �\ . \ Q v 1 �t ... 0 5 / SP. R7-1 , \ o. /- V. .. . . i - �' 6 II \ i ,`" \ I I tt It ' Tt. . . . s __-- �5\GN SIGN.. . \ cS �j c� '� - / %� tiV.... �.. "i / VAR. WID. a \\ \'. ... I c+ 1.0... N .. ..... .... O NQ i. i l3 �O O.y O / ! / / >>'G!.... C�QE. o\... t r \ \ \..S/y......... 1 1 I oo / ; Op ..1.4..5 rn �Q . \ s y O �. C r1. GG cry PURL C \ l \, I \ �'` a i` v.. �? 25 -' Y j Q. �\ � C)` o �� S f -, % ��5\G ...... ��$ 4.5,..�, / / DRAINAGE. S \: ,\ o ,p� . \\ i " ';`....... -... i ,.. \ / rs v0 cSo O S /" G� /=' -1... P�.... FjkrO. DIST, 01 ,;,, '{ 6C,... c'\ .. . I t, ,\ Y 2' cS y O !i'' .... .............. ESM'T i I �\ 9/ \ e % 2 t� . ESM I \ 1 \ .......y \`L E: %'` VAR. WID ESM'T \\ \ �..... ��, \ °� AGES e\ rr.\', O 4' (`' .. - -_.,R� .' _ RAINS D i I \ .. �„ U .. .. C4 \ ° c, o: o \ ', Fz N �l ° J (Q' R7_1 _- ... 2 R1-1 PUBLIC 9 Q \ a�, 1` ,, VAR• - I a .. �,. o� y s r. p / = r , /... WID \ ROSS STREET / � --- -_.. P �s, s� \ F / % /: ' �. SLGN DRAINAGL , 1 i 40+ .57 OW Z \ �.. .... \ -' % SIGN i - y' I b - i cs \ t� 9' 5 '' , i' /.. ........ / \ :� `\ ESM'T , fl. 11 I' =10+ 00 EEC N LANE I .... . `L�% _ �.. \ ��\ / o hj� / i; < i �, '' ''`" = 1' '� n co I I - � w f// A 2� ' �tS tS -' 1 ` i ' / p0 r. % 6 0� .. ��8.9 . ...:,Iq INTERSE TION LEV. 676.58 7 �... � � % � cS \ \ O: 09;.% / /:'' .. )a �� / .. r . �r E 9 � �•` , 3.25 \ I I i .. :. ` � y o j / \; ' 2... 6.-'' jJ' .tl.. ' 13'p6 . `,1 `• `' . . 1 � ° 32+B � � o �r \ `'" � �a i S REE.T. \ Y' � ''.� , s \ <<`\ �� / / j r. .... .. G r' / vQ \ � �- "'"�N 11' _ ' i I I PG � � � j o °° I ...f SI c\. YO\o -,i. °� - ,;,� 2/ �\ I �� I I \ S \ Q I I.... N.... / { I ( ✓ y� �. y\ `fl0 / / /: ;\! /:,, .-. R7-1 i .Ic-. STREET c9 tom.. N1 ,1 + 1 2{ U? -5 (:s) W ' sz I I`= h .t . s tD t� '�b, _ q• ..... SIGN ' :� .. / SIGN p 1 , ,+, n 1 t. -t ` I ,_ � \ �S I I. I 7-1 \ A=20.7' `,, v\O, /°y - i+ �' / �" � r 6Ru \\ I - IGN \ �� Q. Oy\ \ / / j 0.. f / CG-6 CURB \ 1 , ! , I zi d O / / _ ROLL-TOP TO U N �` S 1-1 SIGN 1 Q _> Q It i \ J f.� /` 1 �. co F .. f �- . a 0 -"I" �3 \ / / % / ''� / 28�..N.. / TRANSITION (TYP.) 8 1 `� `�• ` v-:1'1 t 1 +t \ � � t._ O 1 I MI o p....".C�........ p . I \ Cy\i to 1 r,i' %11 N1 ! / 5+06 8 l \co '+ 1 1 ., + 4.- t� I. bl �'04f 1. Ely. i'✓,=; iR t SAI 'T i . I I ! I \ O I. / i ' / / r!` f 1 \\ Q \ '\ \ \I r I �•rT � 1 .t r, ,� I, i. .. i. < .. .. �. I o R7-1.. I I VAR. WID. Q 1 \ 1° , c� D�, l r r, \ I I I Q' / i. ' - /. x�D .SIGN.. 5� t V t ;: .. , , i Z I' I \ 1 6 PUBLIC i- ;, ` \ ,I 1 . i `' l o 1 /: r /- 2. kp o V ^ R7-1 � t . \ 1 D3 9 45 F't ? it i I .. .... .., I / j .... _ 5 \ .. 14.5. i \ DRAINAGE. 11 \ tal .., SIG `' T / -%' i GG ... .__ '(. k. ..... \ ;- ,t SIGN o0.0 1. ` I I �� � ) ` r !. 4: i 1 �ti=' / ! : 4 - .` v '� o; ESM'T l �E 1 ' 32' EP-EP DIST. t p6 Y \t, t t ;! Q e j ,1 I � > �o / /. �"`. ' . �.. CG.-12.\ \ \ ,� �I 6 :J 1 7� 13 - iv PG, t. fit. 1 (2) 6' PLANTING STRIPS - w, I t ;, ESM'T / / "r A. `` r\\� (TYP.) \ as -� 'O6 E 99�''� I 5' S10E cn 1 s (2) 5 CONC. SIDEWALKS I ° 1 1 � A=77.9 /, s / 0 Qw.. \ �"• 1 "t 7T. _- , — \I - O ,,° l , , i I 1 I 1 ... �:' Q�. \ \ - _ N t N1 .. I }. . to '< q; ". / ..'..Z1, — It �.�vV. .:-j i i `B -, \� q \. ..�.. .o�`.,, `t'` `� ! i �1 / i' ` n' 16' EP-EP 1 1 r ; 1 q �.'t , STREET / // %i 6 \ N, ' \ v �' , f, ' tt 1 �' '' SIGN /B %/ : ` \�S� r . ` j j j /'" / ,�', t t t ! �' N i 1 % �t ` °yl\1 tl . � ..'\ i ' tl i ... , t t t °' �. - A=21.9' S�' r- .... ..ZaO __ /\� ` rn � ;.1 0 W�L ,� t r R2-1 1 o CG-12 _� / ! ''' r PG IN ( 1 t w 21 SIGN t ,1 ,i i /- \_, 0 5' . i _- 9- , /,\� �t +, t ' 1 E �M T cn 1n e 1 1 I cfl 1 ' '' i /' / / i 2 p a `t ... `t.. I , ACCESSORY '+ I C X. �� C,) M MATCH EXIST 1 / ` 7 \^ r% % \\ , , �, L .1 N ,` Q �� 1 .1 , ;.. O 1, ` 1 o , ... SIGN \ = j / STREET d ` h 51:48 �; 1 R7-1 ; .1 ,u� 0 +, +.. i a� V CURB & C t ` , ''' . ...�,/>�1 P� , II SIGN ` ', . ' rL --r�E 100• 1.. N.. r � GUTTER \' ^`r% '1 .... . ,` %� ,/ / SIGN ;+ ....... t ' Q 1 ,i --Zn p6 f�...,, 1 I.. .. M `I I+ I MC11 W R1-1 SIGN w.. ,p>.st . _ _ i / \ .... . l ' ... ... ..... . ........ , t ...... \ I i M v �. \ .. .. -' 22+57.70 GOLF DRIVE \ ,'''° ,+ ' -E 9.0 1 1} t I 1+ 20' W�L , :`l ' ' �. t \ N +it i /' \ \' I 3 06 1. �' ESM T U 1 T`� ' t ' 1 ^+ i �, 69 %' -'' /''=15+28.96 HIGHGATE ROW 10 t ,ti .... .. , \ iN 11 1 _ _.IBACK —, `:\,1 �. ' r.. �A,2 ...... 14,5 .......... / INTERSECTION ELEV.-671.51 \ I 1 ....... .... t' I 5,i / [fl . 1 2L R7-1 t't 1 I I ' \' a S�. R7-1 1 1f I �- `w��.11 1 SIGN '1 tti i 1 .... .. 1 i 'p ; /�,! 8.7•. �0�. 2S� N "I % �'4 SIGN `� + `' 4...... y + 1 N cQ ='I. ;:' j i to . ' / ; . .. .. ... = / : o?� , I' Y ACCESSORY a 1 ' 1 '' \ \ , I i r / N �° r p ..cs \ 5 -'`,,! 'r �1 �, , tt 1 Q �1 I .. \ E 1p0.0 ED ,1 0 '+ t' Y I Mi N / r % i�h..... 93'' pk0 \c�P`Lr 1 106.1 - 1 \.. \ m I •1tt'06 1IPCN j ...� r r ✓ . i ' ,-\0 / �f ... %' , _ •13 p6' E, �3' EP��' '� 1 1 < \ , 1 I ' _ i '' `+ ,.. 1I N 71_ I P d t'' ' I .. y + E.ST�'T. Q rn / .p5 %':' pe. \ g .. �' 26 EP EP �- N 11 . _ ...... ; i cn BLRCK 16 t 1 ; _ ,t , . + . , I . o \' i I o 6� \ ; ,. %1. i -(22� PCANIING STRIPS o. I° .\ I N ' �. \ I � S , ' j \gk �°, (2) 6 PLANTING STRIP 5, a , k. �` 1 ``. = l ,n MI�. ° QC 1 1 1 I - X �(2) CONC. SIDEWALKS d. \ 1 w 1, I N j 'rn (2) 5 CONC. SIDEWALK + y`I f � 1 t t 1\ t w .. ,, 1 5 t� "Ir \ I T �r r 7 ! t- O p' 1 ' m r. °� i o i w , 99. 1 1 + ,,, . ' E 11 ' 1 23 ,1 1, 11 \ j % SiG"J Ea': ,-j P, CG-12 � 1� +1 \t o .. N 11 ( u 1� 1-3 06 ,� � 1 I+ t _ t+ I ,' ! ko 2 , \ / - _. _ 1 ` .... Z .\M1t \ 1n �- N ,ti - ..... \ ~ ~ R 7-1 ; 0' ` I ',o ;' i ;OP ;. 1 1v ... 0... ' ,ti t d• ... SIGN 100. i \� .. \, + j .,, / / J �. SfG`J _ z 2 1 I ° \1 l , N ... p6„ E• GHEQ 't i \ .. '.Q'.'. w 1...t , �,�\ \ 13 ��A 1 I U1 , ACCESSORY 1^ ro 17�'. "`- p , .--.4' 1 t� t , ` N \ 42+27.46 ROW CROSS STREET Z M 1 1.j % \\ _=19+87.90 GOLF DRIVE N Y ,I...... 1t 1 I �_ . _ I ,,''4 1.... ..\ 1 \' 't , + 1 I. IJii INTERSECTION ELEV - 3 S i :- " o -676. 7(A B) I o R2- 1 \I .. �I i 1 t Q ' d _ _ y._- I o ..... I `` ` IyI WAGE. ESM'T� — . .. 2 /�zj -/ .._ \�. � N 1 IGN tl tl ( + 15 R7-1 , ' y�,.'� cv I � ' }' o .I t 1 VAR. WID. DRA r. \ - ' J\ ..... ( \, 1 SIGN (� 00.0 t lP e,\ 1` — — G ,� .1 \\ - \ I.I., .. O Q-1 0�„ (ACN 1,'\ .... I . 7 �, , — �� I I . ;�, 11 _�__ 6vix 1 1 t \, f % . ra -/ E ' S q. ,\.. ,. \ �-•' d• \ .. ° 1 \ 111 O. , ... I'I .11 , - g' 06 E �-- -•-� 1 \;. _jW. Cv i+ \ - 1 '_-. ; j .. ..... '+. �t \ 11 .,NPGC ,G . . \` 1 1,n ,, , i �N 11 - 1 � _ :,, I I , t ; I 1 CN ,ti `/1. �k; r,21 J L \` \ \0. ` \ ' l \ 'I \ 25 I 'O M A '`\ __ = E, 1r, NNE , \ , 1 3 \ 1\ . a ... , 1 I �� i !I ` . .. I \, \ \ j \� P g I 1...... \' r. i\ 0 ......... . L' M '� \ ' '� 1 t o. ��° - / NNIS NOUr13 NTIPL �- t I . \ \ 1 , _I . __� E 1p t,: 'a \+ ; .. II l /11 OE 55E SI�E MO 5, \ie __i, \ + oo. 1 <� 1+.= 11 13'0 �� . % '\ II ' 1 5 2I. 1 ' _ ' " �- / G \ U ZONirI E;p1 ' / ;��', , �_ C!1.13p6„� ', \I \ t 1 i' `d i i 1 1� 't D \ '\ \ \ \ P't ;, \ . .. v �' ''l \ / �+ ACCESSORY W _ \ �I , \ . :I It � 17 3' p6" - �� 1 '+ \I %— 26 \ " I \ '+ .C�.. l // " \, St 3 / LL I l �\ :\ 1 cn o ; ,°. \ ✓ i '� ' I \+` 1 \ 1 I t I „ . .7J.... SIGN _ -i \` /= \L , , ,_ __, :)O hG ERT 6 2 �'F ,n ° \ ` 1 1 i , I \. N 1 _-_, ; \ ` \ PRO B F Q U� ,°; 1. t GE. ` '\ - \ + Vp N 3' G t L 0 1 t '1 \, 1 p0 1 . +, r"' � ` I / ER r1 NT \� O u t I .. 1 \ /� c�j t `+ w' i' »r: - 6„', E. NED t co \' \ 'S \ /,` / N E IOE 0 -) t N►. V , , \ . i 1n 4 \ `' 11'13`0 p CiAC \I / i`.nra r. ,7 7- - k \ -(N1 \'• 1 i!� i.. .�.. .l + \ v + 't'. 1' T+ / S r Pv \\ lJ NIN X � \\ 1 \ f� '. \ \ °I R7-1 1 ``, _ SIGN a 1° �, \ ,1 % 0 \'. ~ 1 �C,G 3 q.2 ; r \ \i / `11 '_ ,� ,I ; ;I \ ' SIGN V. ; _.. \ .} 'I \t 'I.. . \ t I 1 U a W 4i � 0 w j,�j N = O CD 2 0 co N m P � N Na � ,, g = c94. Q� 5� Z(O U it > O n g �z _jz CC J ! z�� w� fQ U Q o W '� (6 J Z - N 0 Z () c) o � tV j �� ¢It 0 CC(4, 0 J I)o OLL _e.V, Z >J LO W_ r� `+, W r 0� po o W �� Inti W �' W 2 4 ? q� rnLU mt -9 Z p 0- REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments June 20, 2016 Add CG-12 to Access SWM Facilities July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE y"=30' CONTOUR INTERVAL N/A Co' � Z W o?S z tD ao Q T. CL Z a- =N L > 1" D tp . z O J �' . T— �-- 0 QO.JJ' �frr M W� �< r � m', _ C� ® a (/) J () Q 000 co cr W FILE NUMBER 8053 SHEET 6OF32 ' V 5' _3' C� y � mrnp / \ \ \\ \ . to \ -�� c,� �..: moo. z� S �w' '� \ \ / 6,�' \ \. 6���5 \ �� c No ' �� \ �N i ' ESM 1 \ o � y0 c v z rn \ �' / - SEW `` `\ \ \ SI u7 0 < rn rn �' A \ \ zz�� �E - 0 \ L \`` d c� - z 2 d rn z \ -3 S _ o - J y, z v. \ { � rJ ` o z ;� c? z _ 0 19+37.03 UPLAND DRIVE _ j '- /� v___ p� . \ . \ N Z 0 Fc. \ \: ' Ody� \'. oz rnrn t -� o \ , o _ S i Cif. 0� .i S c� x ,- -p \ rn c 9+94.96 FIELDING RUN DRIVE \ �_-�' \ \ \ 1 DNS �� 0 �_, v rn _ \% 4 \ o \ \` 1 zc�oz° zZQ p _ SIGAI O / \ `\ p ,` �, \ � 1 z =INTERSECTION ELEV.-681.22 ASB ' �- 5 \°. x ,\ ``,,, \ a \ m \ a`'-y - z \ _ ( ) TIE INTO EXIST p -\' , -/- '� \ \ `� \\. _ ,0 \\ \ \ .06 ! = �; i \'; �'� \j 4 \. m o \ `. � EX. CURB &GUTTER 2B _: \ A \'\ : ` \ ; . \ 0 ', d \ . z z \ r v c� STREET \ r �, 2 r1 �� '� \ 1' \ \ R7-1 \ �-c� j ', o __ � , \ S11vnr 1 \ Si SIGN �N� \ c � 10+00.01 BYWARD STREET 05 �/ \a \, 15 S /�, T" : \ , z=8+53.06 FIELDING RUN DRIVE `LZ �/' _ 1 \ .,,', \, � .% \ \ \ v `f%// " j. \ .� \'t, \o� Z� \ f'_ `\` INTERSECTION ELEV.=679.08 ASB 7.03 S i O 3 1 1 \\ -\ `\ _ �,, \ , Z \ o e6 \t r \ \ ,\ MATCH EXIST �.: ! PC19+ - \ \ \ \ dLyd S \` \ \ Z \, - c CURB &GUTTER / '� ' 1 �, \ O�\�`0 VSc�Z'" \ \\ 1 1 1 \ \° STREET - i '1 1 w �`',, \ \ \ pSj �: SIGNL '- \' Uc, 7_ , ._ ( 4 r // -- , EAR A 1 1 rnl oo \\ \ b6 o\S�" \ o..\ ;, /J < \ / /\ c a. J A r E,R Siv1 ; - -- i t `, I 1 1 1 1 1 -7 \ \ \ . \ Oy ,-- S �% Q, . \ R 7-1 \ I „/ r DC 4?�.5 G 4 C -- i - Z rn1 \ \ \ \ -05 p�?% SIGN 6� tX:. / ' . R7 1 1 v 1 1 1 R7-1 \ r?``v \\ Oy c<` �� : �' . F �' - o0 1 1 1 1 o cn . \ R7-1 '\ ' IGN \ R> _ \ SP- 2 o S 1 1 Z 1 o SIGN \" o,'\ / 6 -� 3� `, t � - -- 4' iP?!T _._ G n' P �1 \ SIGN �'�. S \ 00 O !•- `X �P, ' �'' c7! '' of ACCESSORY 1 22+57.70 GOILF DRIVE �`''`, \ / \� 5, `` 1 15+28.96 HIGHGATE ROW o \ <A d 0' \ Z ,.� \ 1 \\ \ i a 1 Y i w _ S \ v SIGs"v' 1 rn 1 INTERSECTION ELEV.-671.5 d\ ram. L ` 2 1 0, O Z O �' 1' r o _ u, \\ S \ � i \: -2 1 32 EP- \ % wS L 2 rn1 1P �`ti \ �s. \ p� I I - o i. + p 9 2 .:, _ I 1 1 o (2) 6 PLANTIN S I S �, / o \ a v '`` %'-\ 1 1 rn 3 1 /. `\ 6 SIGN \r -\ EX. % ` 4 t~ o PC� PT1 1 S C / " r� 1 2 5 CONC. SIDE L S ,29 / , \ r, \' C� �" / 6 1 _ cs . 4r...f T l� 6j 26 EP-EP 1 1 0 �-� 0.7 / x \ .� y d ,, / I ,' IO 6 PLANTING STRIPS 1 _ 3. �, \_ ACCESSORY 1 CP' \ o - 0 u � ° �= 1 , I 2 5 CONC. SIDEWALKS � �• 4.0 - - - - 0. 4 ,\\\ \ � 1 , , R7-1 1 , R1-1 SIGN 1 - - "" ,2 \ n 6 �. SIGN _ I 1 - TE o _.__ i w 1 -� _ \ v \ o\ lr : SIG . 11 O 1 0 .� L S 1 1 I 1 1. 1 - 14.5 \ \ �- - 2 o. �I i� N 5 4' i' � i cn p,CK� - _ -- _ -_ - C6 �\ ` O V ,\ - \ 1 �/ T6 - w U 1 SE 20 '\ �, \ ;;= :,� 1 _ _ p O ut m 1 N - R1=1 SG - \ i I I 1 FR - \ 1 - G \: v 1 2 1 5 - , C 11 rn 6 et _ - C �- y 1 t t tom. oo I I o J_-. -' p0 "� o SO u n . m- t. t _ = _" �_ R2=1 SIGN 14. g . \ \ \ �'" 5'. \ $ \ 7 1 �2.... \ \ S� ' I _ 0 1 1 I 1• t R I. O i 1 Z 8 _ $. STREET I t 'x: _.i 1 ..--� t t �• `g R7^ `�J A - 1-0 ~ CCESSORY -6: r i I i O i 1 O I _ , - C � - R7 1 / 2� '"i I i r 5 S i IGN i ;\ - SIGN: i - _ t 0 \\\ 5' /�. 1 i �L , - SIGN +' `� i i , _ 1 �. _ 1 _ _ y I � E 0 , Q -. � . _.. / t '1 11 , , tom.. , V -- _�_ -- _ 6- \ _. - l r GN \ 0 1 - i _ I E _ - : _ i w I - - a 0 \: _ t _ , tl . ,t I � _ 21 - 1. _ _ _-!- 0. - _ \ \ 57. R 7 1 + ;n 4 al _ - 0 3. -- \ a S - 1 1--�- i O� - - Y ' I � -- .ice._--- _ - - 1 = i \ / D - H E - - d C cn : 1 ` } TTA I SI I A - - - - V 1 � A'F 6 - - - �. \ - I r t - - l - ° i- R 1 is 2 l.i . A..I - i C -5 i I - \ t i` p - � f _ 'I i - - i 5 - I i ; VAR. E ``�� i , ES - - - WID. \ SM`T M'T 1 i 1 - /'� i - G _ AI i� - - d ACCESSORY \ I _ _ - 0 I H. of _ � , - PU 8 a I - - - BLIC 8 I G 12 I 6 i - i � -2 i A 1 .8' I i - - ! 0 1 - - 2 '" T 2 P 1 I �. 1 V� D \ \ - 6 RAINAGE. - - 6 ,- - K TYP, i - �- C � '� i t � � 'g � it 0 I 1 � 1 ( L A I /" \ Q I 5 - 8 / :\ 0 B 1 0 0• ,,rr E __ 5 _ _ S 2. P 20' ESM'T i _ W L d \ is ° _ _ - N - 0, 1 - o. o _ b i � a �. I I F I i \' S - d i I I 1 ', - 5' �, s ti 2 � i � _ Z i ESM'T 2 � .� + Z - - ti N I a \ - - R2 1 O O 1 - 1 I - 6> O' 'I - - 1 V I i \ �, , o �. 0 _. � i i I t : - - SIG _--- , \ N 25 23 i \ \ , \ _ 0. 0' 2 __ ( ) 0 _ rn 1+ \`4 _ °1 t2 � _ � -t I , E PT - \ \ 4'57'21 \ - -- s �s \ \ �. I S 0 1 R7-1 0 \ 1 \. \` 2 6 i - T O 15� 6•�' Z 1 v! tom. ' I \. 0 I 1 \• 1 S'o i IGN -- - \ \ t _ 0 i i o i p p. _E \\ I°` A _ - T _ _ 1 R7 1 v I - A i i _ - _ I 1 1$ i _ Ie - i _ - 0 i - R2-=1 : SIGN 1 is - J \ \ _ I i i' -. i l - 1 I - i - 1 � \. __ R 7 \ i_ t I 1 SIGN �' i R1 �: SIG- - - cn 1 N- 1 1 r i \ 1 i Z , - I - f ,� h _ - 3 1 1 1- u, 1 rn \ 2`-1 1 O - 1 ;'! � ° i 1 i I I. f 1 l E 86.7 l 14.5' ----"` _ - -� � �- 1 1 c� SIGN �,\ OS, < �_ _ --1 i �i S 04'57 21 _ :� i 2 +33.16 UPLAND DRIVE -� _-_ - ± -i r� o '') \L \` , \: \ \ \. I � � I 1 .._..__._._._.._._._ i o., f { _ _ _ _ - 1 1 a, 1 / �n v STREET \ \� 6 -1 t I -oi i $2. 0+00.00 HIGHGATE ROW �_ �1 N , �1 C) \ \ \ \ :0 15 I i 1 . .l - - i = g 4- 1 1 1 ZI 1 w- Ir*tl ` � SIGN \ Z ,I ,i ACCESSORY 0 i . i INTERSECTION ELEV.=674.01 . : . ----- -, r� rn cr 24 3.89 LF C�R14E ,. 1 I _ -- - _ $ i i \, i r' I, ' i �0+. CG _6 "L> 1 rn; V 1 0 \ s p -15 1 DLERSGAT ROVV N x.._.. 9 l _ 1 , 1 1 ACCESSORY n 1 1 0) p i I `� ` I it i I j I - 1 1 Z 1 �+ 1 rn I- . , O 'i o� \ INTER ECTIONv ELEV.=666.31 S i �` I .i 1II,_>j 1'. _:_. ~ -('<�� - 1 J 10 15 0 1 w Pti �' Q. _ I .I i c' - a f 1 '1 °'1 1 �1 1 VI 1 / 14 OdllV c�a ? -----_ - -- r I ➢ , li / n 1 6.4'-- 1 1 ZI 1 w 1 co \: \ °\ „\1 I _ �/ 14 1 VAR WIDTH S 'T--� I S 04'57'21'_E 80.0 it i Q j a i� . o R7-1 30. 6 \ Ina 1 I i _ _. V rnl rn -1 1 SIGN 16' EP-EP, P - -�I \ \ .\ \�\\ \ I ;. II I SEW _...i I 1 _ --- >: 1 r ` _--. o r` 3 1 1 1 ZI 1 wl 1 �, 1 �1 1 R=2'\0 \ ESM L':.. i ; 3 0 - -- \ SI HT DIST. X ,l j _ -. :i I y i `i 10 53.2 k4 . A=1.8.6 �5;' GG-.12E ;. I ` - -- I I i I A', i I STREET -?I rnl cOI 1 1 1 CK, - _ 1 14P 't5 \ ) \ �'r' ESM'T �, I 1 i I 1 1 1 1 `� 1 SE1EA - 69 '- TYP. jj�� \i N I I, i i i I z i SIGN Z 1 w 1 o R7-1 AR �-' - R,2_. \ \ \ 1 V R _a - I I I I �:1 __ S 04'5 /I,21" E 86.7 1 1 1 2 �RE_ _ \\ m I - R7-1 to SIGN 46• _ 1 \\ ` , i I: --�1: i - - ATTACHED m I -� -1 � 1 1 - _ cn i _- 1 �: , 1 . SIGN of - \ \ \ \ i t I 1- 1 1 1 1 ZI 1 w1 1 1 1 1 1 R1-, \~,\ } i 7-1 _. --�ml - m l 2 1 a, 1 1 3 _ gyp✓ 1 SIGN \ \ SI N 1_.m I: _- , I I , �' r I i 1 1 cn I ,. N. l SIGN (25) SI , u91 1 1 1 -~ -_' \ \ \ / __ _ �� � U'-I cA N+ I I 'i r a c�{ , >II 1 �! 1 \ r 0 -� A=11.3' \ „ \ 1 1 - \ b i I _ - -~ - \\ _ 1 0 �' a I\ i -+ + of o O o i 4 I- Y.~. I` 1 \ . . `, 1. / I (� n /`� 341S ,5 ,, nI: o. i p 1 rn 46 ice► G I I. -I --- I o i i I _ - I i �. . o �0' _W,A_._ ` 1 6 0)1 ! o (gA 1 VAR. WID. \. ;•� STREET SIGN 4: / __ ._.. -, I Io I i' 80.0 -- -- I 1 cn ESM'T 4 Y'r \ , I °„i i 9 1 1 , 1 �1 1 - _ c E I z 04'57 1 E t> i r : I � � : .1 _ °° o /' �.`� -TTCC R1 5' FZEAR R7-1 PUBLIC 6'�''•. ``\ �',. ,� 24. 1 / I I � 1 S �r - t R7-1i ! , i i Cn : I ACCESSORY -- 53.5 - --8J D 1G i ZI DRAINAGE. 3? X, \� _ - / / I t "_' A ` r I I :1 I ,� ED i I `' 1 _I �1 - 1 ` - P��V �. 1 SIGN 1 R7-1 \ \ S ' " /. I I i` m i ATTACH i , j I SIGN I I I i 1 0 1 1 R7 1 1 i --~' G4 _- �tA q Y --' _...� P t I -+ 1 1 I" i I. : �. I o SIGN -� - -� - 32 � ESM'T ,\ Q C __._. i - _- - ' sl SIGN \ /'.. r :o t I I _ -_._ I 4 ___ - 6 4 - �-7 1 1 x C: �- : l I - VAR. D. __ 4 _, ''� - _ .\ 1 ZI 1 w I ` I :1 R7 1 \ I tJ. _., 1 20' WID. 1 - - 1 \ 19 R1-1 _ , I. I SIGN PRIVA 1 _ lu. , I - . 17 i Iv, L I I ,-- r- „ - 86.7 I I PRIVATE GNP' SIGN , SIGN s. , - > ° , p4 5r7 21 DRAINA E. s _ - DRAINAG !' 53.5 - Pt► i �•, zl 1 1 1 VAR. WID. \'`, , `;;1 I I 1 1 +0� 25M D` �`1 1, �..-- 44 ' W m \ = o SIGN I I cn 'Cl: i ` �' :0: ESM'T 1 _ /1 �,- ' o PUBLIC \ VAR.' WID. I t - i ESM' - - '~2 �_r- J 1 h \' ! :i 44 - - - } !� ! 11: ` ,I �-''� = 1 ,t 1 m \ PUBLIC i z i _. 4 - _~~ -�: �\ Z �1 DRAINAGE. . 'j 'j 1 t v:.DRAINAGE. , 1 1 _..._ , _ -1 i 1. I 46• ��` Z s. 3��. 1i1 \ i J wt 1 1 \ /� . - -A -. _.ESA r t 1 i 20 ESM T t.° i irZ, \ v \ /';-�sEW.� \ Z - rn SIGHT ESM'T �... °�I is U'I -� 1 U - P. ld m Ir._i I -__~. OVl __._ I I, 8 , .1.,, 1--° 1 DIST. n 03H I _._._ - `• 3 - - - o h . _._ - \Z 1 ti I .i: �. t o t 1 - a. -- I rn ��// 1 m I i 1: ' �1', cn' t cl 0 I �� r- ,, 1 rn ES r 1 ' i 8 I �. - a i. E �. D i I -- i J i 1 `'\ � 1 I '2 r 7 0 o . '5 - :, 4 o t A 4� C• 0 vf'`� t i I S I I. I i `1 s� 1 1 Z 1 - / '? -,. , O / -I i - Z `, 1 f - _� A 48.9' - Is - a P ~ rn .' i i 1, _ 1 1 I �v�, --i i rn 1 / 1;1. ~-� ACCESSO Y _ �� 1 R N L _ o w c L `; N #- r r- 1 1 I � I _+ ��f S)GN i R7-1 1 1' l _ 5 N. �. /� i 'y, _ o J R7-:1 . �, . �t i 1 l I - - s „ wlt' ~ :1ti ➢ 0 22 ' -, 1 - % a ' 18 1 , , - 1 A-27.5' y- x -'I I I . . '1 I , Q0. I %` ` t -A ' 1 1 S.IGN 0. ' I SIGN I .� ... v I i 10 J R7-1 1 1 Z i i -1 o f 4 m y o a ,. � i f �: i I- . i 1 i i , 1 'I i i i ! rr SIGN ., 1+; c,! t t n `� --�" -. = /'" G i i E 86.7' ... t, J ,` o S 20' I L 1 5 - %' G ! f, y I i A I cnlA-' . i _ S 04'571'21 I 1 ZI t\ s ;`-- \ 1 n- m SETBACK 26 I I,\; I �. I -� T__ ATTACHED i ° i 1 1 . . _ -_- - � -_\\ w , S l � '` '0 24 = o ES1b1 �1 FR N� , - - - ',296'' __- _. - I` i .i N i,�``•i -! - --- __ i , � i -I ROLL-TOP TO " ; o , A r� 5' 0 - - - R. _. ,. I �,. I - -- jl hr m �__ .~-_ OI\ O i 47 _ - - % / - ( -' 4 I 22+75.99 UPLAN DRIV _ Z s , o v \ _ 'mod Lib -c1 I � CG 6 CURB I I `, 25 .,, S t _ I 1 . o LE SGATE ROW N i � , 01 1`- - a 1 2 1 TRARS 1.ON o I tom` Z I \ o .: l w } IT (TYP.) l o : ~..�_ `~ .1' C - INTERSECTION = l , t v 1 r� _ 38 G 9. i! c, I . ' ELE 66 .08 .1 1 0 26 \, - - / \ - --- b ! _ I ' + : STREET 1 a 00 1 �� I I, 0 i . __---1-__..�._- \ I 1 , Z cr± 1 - _ - o _ ��- _ .3 i I< i 80. - SIGN 1 1 1 rn - o v 4 = i I S 04'57'21 E � r- 1 ;�! � I i O ! , o o C� 1 \ 32• F 27 = 4 1 i I .. . 1 I R7-1 r__:l 1 ! - 16' Q Z ! -= r / '�'' i A- 21.5' 1 2 V 'o Ih I I -- , I L` CHED , i' : , SI GN . �`;, I - m s~ 4 ; "- \ I I i ! ATTA 1 S oll o , 32. _ _ . I i 6 WI 1 r�� O i-~ - \--1` ,1 ! ! 11 1 :i I , I �. 1 ! CG-12B 1 1 1 , n 1 ; ~ -i - - -% VAR. WID. - i I P n I ; . o Q o \ R7-1 - - - 1' - - !----:- R7- ti _._.. ! { 2 EP-EP I z. (TYP.) rn 2 7 S k 38. _ y PUBLIC i Sl GN i i I 1. 1 i 1 m - - l - --" - sz I. 1 _1 1 v. I: I of �', SIGN D - - N k00: %J DRAINAGE. I' i t - i _ - ___'_ � m R7- , - 32. - ; G - 19 ______ I 1 1 0 1 - _..__..-._ i _.-- c� :. y , - � -� CCEs i v- I i. i / 4 6 / SM'T A SGRY i - , 30 I ' ! : ,lD . I SIGN V ,_ I I i I _� I .' w o ` 1 / � ~ 38 _ _ - _ CC 50 !� - -- �- \ �S'' S �, i . 20' P . -, _ g6.7 Z 1 11 _ �_ ED \' a� _ \ I 1 EI 1 RIVATE 21' E i cn `` v, of i = - SPE. 0 - - i i S 04 57 I 1 I I 1 1 4' - GN S. - :: \ / F 1 1 3 - D \' DRAINAGE. i I. i m - - RH. __ __. ' � - -' _: - _ __ - - i I -_._ - ! i , VAR. WID. 1 38 _ 00 �! _ - n �' i- 5�s 3 1 I1 I I I 1 -- - 31+ - - � w \ -3 , i o' cn I 1 _ 4 i f- - ! :, i I , 1 _ ---' 1 i I ! i N PUBLIC � - _' _ - _ - N I = -- _ _.. _ -- - _ ' -�-- v' i i t i DRAINAGE 7.0 _ _ _ 3 _ L. - �1 4 - _ - _ - 2 EP EP t - -- ,-s- Im' : I 0.0 ACCESSORY 1 _ W I - 8 -• S0~ - , i E i H I 1 ; 2 I - 0' 5' 1 4 8 - 2 6 PLAN N S 04'57 _ I ESM'T - _ _ = Z - _ - - O TI G STRIPS , 1 I I1 - N :I Il. i , __ --- � Z .1 I __ _ i 7 � , i A 21.3' -- 0 _ _- - 1~ _ - (2) 5 CONC. SIDEWALKS - i I i N -: 54 - - - - __._._ _ _._ � . t 4'-� r ^ STREET - _ - - 0 ~ �" - I 1 m: 1 o f _- 3 , i i' . m VAR. WID. PUBLIC _A1 / 1 - SIGN _ _-- L _ _ _ I I f �I J - : 1- - - 1 I D GE. E I i T i' R7 . _ - i. - 34+06.30 ROW CROSS STREET : \ i -' I. �:. .. RAINA SM'T _ I � ' g.8 \d ~..~ - R1 1 i . 3 ° _ G-6_:__ ~ 25+36.07 GO �. i '�� SIGN u _ {�� C,- - LF DRIVE i I I 1 . . I i.i . . STREET SIGN - I . . o. I , , _ - cRl _ I ,I I'. �4 ;. SIGN I I \ _ - = _- `✓. `,,' INTERSECTION ELEV.=666.20 I _-- 1� _ R� VV: - _- I' I. ACCESSORY-- = _m I' I \ \` �I - 1 A 25.3' _ __ i D - -F. _ -�-�, ` `I i ' 11 1 , , 1 t ! , __ ) : ��-_. _-�~"_-1-..-- 280' HS �:p0:. 5' �r�� _ _ __ - I - _ ?g - - __�_ - _ 6 20' - - \ t,r\1 i oo::'1 E� / fir. + R,2. __. _- I 61 _ / irk, l- - t I 'v, VAR. WID. PUBLIC \ �- i R7 1 "� -- \ i I ! DRAINAGE. ESM'T ! 4: A rt ` SIGN _ -. -- - V � 1 I t I i 1 ___- -- _ I i ,4 5 0 - i __ v cn + ~ _ I a I %` I I -- -__ --t --I v - - = 5 28+.0 .STD. 12'. _ "' _ - - I I i / II - R7-.1 8 - - - -r _ _ 1 � - cc 9: �'t v \ W1-1R r I . - _ _ - - R2-1 SIGN 20 i I SIGN \' - -1 -_ - , I 5. I° - AND i R1=1 - _ - i - - s _ . _......_._ . o �' i , W13-1 P i - SIGN - - ; - -- -� •s o R7-1 I I. I I t 11 / g,' - _ '�' �� R7-1 kpp -� ~. - - ~-~_~,S�SN ¢i �i 69 _ 1:45 Slcr�: 2',. - _�.- - SIGN LEGEND ID DES`^,5 1 ' ��- "` r _= _ 9� _ - R7-1 . ._ _ - �_ - gq813 -�' - -- - - SIGN , - - - _ ,. - _ -_ - �-o NOTE: 26+�� __ `` -' -? ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT _`° - -- '_ - - ' - - '^ - -, ' ' `_ Z �Io VERSION OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO TIHE _ - rn MUCTD __`� - 32' : EP-EP _ _ = _- S Zak N 4. NSp -- , - i ,-�>_ 6+43.43 ROW CROSS STREET ' .. - = r I =14+56.37 BYWARD STREET 8 _ ,/ - _,� g ' ,_ - " �---- /' INTERSECTION ELEV.=665.32� 27+72 ROW CROSS STREET \ =24+19.8 UPLAND DRIVE ___-_ - f s -�, . --''f INTERSECTIO J ELEV.=668.13 - - - -' �� � �/ \ L _ �� \�� . /_ � a _--- - - - - 1 0 »g� 4 . MUTCD # DESCRIPTION REMARKS R1-1 "STOP" SIGN 30"X30" R2-1 SPEED LIMIT 25 MPH" SIGN 24"X30 R7-1 "NO PARKING" SIGN 12"X18" W1-1L LEFT TURN - ADVISORY SIGN 30"X30" W1-1R RIGHT TURN - ADVISORY SIGN 30"X30" W13-1P "20 MPH" - ADVISORY SIGN 18"X18" W1-8L W1-8R "CHEVRON ALIGNMENT" SIGNS 18"X24" �m \ v • 1 � � N w/" Y r'-_ till T -� --�----- - r , /- f `X c�t�r n! �f',-!' Cl_= -_/ , __ - vnI \ N1" 1 N F-' p 0, �; > 'y. i of - F, e01 �`L �F�r y�Jcj 0����yTH OF vr� / ` �3 `�I'e-°` i ,-1- - /1- Qo��v r _ / °3`g�sR fiG7e 7 Rnen r.IIRv� Here C6 55.35' 241.50' 13'07'56" C7 57.30' 250.00' 13'07'56" C8 51.93' 1673.41' 1.46 41 " C9 111.26 1673.41 3'48 34 C10 51.32 238.00' 12'2115 9 WILLIAM J. LEDBETTER Lic. No. 1507-B PLAT RECORDED � D.B. 4257 PP. 377-388 SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET • U a 4 �yw � � 0 a, LU _ N � Z 0 `D N m � NQ �0) gs OL Q"' z0 Q Ct W E @� OU W 0 � � aZ Jz 0 to can Z -2 VQ O . dd O J� �N O� i LO U Z0 Ern W � N T� , -� ¢ D V Co> 0-w Z) �0 0LL J , � Z W tp ( UN O O F- z N W n �W 2 , 2 �' M T \//'RJ V z OW 0- REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments June 20, 2016 Add CG-12 to Access SWM Facilities July 15, 2015 Per Comments DATE Jan. 25, 20�16 SCALE u 1 =3 0 CONTOUR INTERVAL NIA A coZ W � z(Dw _Q T. LL Z a.JN " n C4 --� z 0 -� . T- �-' 0 W ��o r A6 < W VJ w � Y C� m U)JU a Q 0o0 Jcr M FILE NUMBER 8053 SHEET 7OF32 ' 1 U W � 0 w W _ N {/) Z 0 (o N M � Na 0. 0� 4 Cc LU cr- U Z OU wo t/1 a z ; z 0 0� Wes. z �Q W Q , (n Z N � \ z0 �o N aM O J cc �� WO ou_ Uz w� w0�0o �r W rc CC Z 0 ti �l! a W M ? QCO It rn w Z p Oa. REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE ill =30' CONTOUR INTERVAL 2 FOOT co Z WCZ 0 ap r Q Z 0 CL T � —Z� �J� _ Z o �—' 0 0 w J 3. L...1 J 000 J m � FILE NUMBER 8053 SHEET 9OF32 r m CDP 3 0 Y i'- X J , \ f \ z 53 \ 7J \ � ._. ..... , ,�.'. ,.. --.-... \ 33 +37.03 UPLAND DRIVE , , , , m �, �� \ • .< +? �" m -�` o � -� r-—9+94.96 FIELDING RUN DRIVE �X ' , r INTERSECTION ELEV. 6 1 2 ASB O \ m o' , \ \ v , i _..10+00.00 BYWARD STREET \ z 8+53.06 FIELDING RUN DRIVE INTERSECTION ELEV. 679.08 ASB , \ \' X I K. 1` �i $ : \ \ n f \ lF c-c h if , ^x .• 1 "7 0 �i. �r /J 11 C% L t\ -, 4 L' cue �_ , c Y. , it �\ 1. ;q ,l. � - c DEr � 1 r- , :�n �r \ i — �r. n / � 4 � 54 - � f `i G 2 2 i t 4 _ �1. I' _ 17 f III _ Z .V , I m 1 1 \ i3 f - l' \ , , : , i ,r 1 - \t k '\ w — 22+5 7.70 GOLF D RIVE 1.- w A. r -P I r c0 +28.96 HIGHG ATE RO W \ l , j. INTERSECTION ELEV. 671.51 l t IV BLOCK 16 1 7 i t' t , r, ° , , , k t 1 �& 2 r =f 3 , n t L o. \ t t� \ , , , „ _ Y i:3 t o - f �f n I t t \ x \ c \ O: . t , , _ — 1 x r I t s , l i l t I \ O = r� i t Y 1, 6 t. i k 6 _ 26 r - , 1 , t I , l 1 t' rl t - 21 \" tA,/7 � I — ' I - - 8 W i i- c °\ � L = t ! �k t Imo. 7 t t - 1 tt4 —k V I -- 1 ra _ , a I TI a° Y i l L 1 t t - - Q _ ( �T - I° - L t� I 0� I Y'• I I i 6 - ,\ ! l - - i 0. I W a t A \ W I I - I RIV —� - 1 i t ALE: V a W 0 v wW = N � Z Z� Nm Z 4� NQ �0) rL 4 z0 /� I.L V Q: W 9; 0 U O w - u_ 2 Z J J J O Z � w� Q U w � Q 01 N Q? _L0 l/'R1 co V Z U cc 1 N 1 0 0 0 J �R O u_ V W. J i J w c) 0 U N 0� -o I- 1 W rLW qT r� Z V, _ f Q °� ' V w W0 a REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE 1"=30' CONTOUR INTERVAL 2 FOOT W, co Z W 06 V 00 ¢_ 'L r z�R n V J N °C _ > oL — (J (0 z z 0 _ �, 0 0�0�-j I— r 2 C� W 000 Jfr 0o FILE NUMBER 8053 SHEET 10OF32 • a w � 0 wW = N (n N m th cm k go q 0 0= 0 CCW 1=@ W o r� a z J Z rr -> Z 0� W� LL' N W 0� a04 o OU- WZ J � w Cc°' p Z W aW 20) ? q� o it (� w O 0w a. REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE ill =30' CONTOUR INTERVAL 2 FOOT co Z W C6 Z co r Q z A 0 M Ift -- J z (0 z 0 L�QOn J T v/ 06<. a: 0 Q 3. C, � w Q 000 ED FILE NUMBER 8053 SHEET 11 OF 32 Ll S SM, I �_ _ ---- / ALE 1 ' 30'- 7 00 WPO — BUFFED y _ S , _ �---�- / - — ---_ 30 15 30 60 5 S 88'13'53" W 322.92 I' / i 3 t X. 'rV,ti ? R E I,,''r. A2 — — — S81 -- y SCALE IN FEET �9 O �► _ — _ 081971 PG %,3 _---�� `�— �' --_ 83.6' `3G'2j" ff -_ = _ 'I•V - �i 0 D6 7 445 P� � 181 — —_ _ 02 64, �, � ESM' T _ _----' ---_ �..1 �, SA SE \ I o N. \ H S I _ 80 2' s :,: ��yT OF O � m N N Q \ Q a � \ \ \ ` ` I o I I �' -� _� 83'08' 33" 187.74 W \ �� 1� U`l Qr Uf7C N 0' \ k r L I MATCH LINE S� E22` ?2. o 1 �� �o C WILLIAM J. LEDBETTER oBLOCK 3C� I w Z a.Z -'- J Lic. No. 1507—B --� w S U R14E- \ \ \ / Q V Q w 04 II d II \ \ s� \ 8"x�" T E ` \ 6 \ `J" \ \ SINGLE F.H. Y / 1 2 / / \ S� Q = U) �V ' i WATER �71VIB METERS �- 2 �n B � � � U � cv I \ —40 -38 7t ` , J N I \ AR '�13 r \' / 90 9�F s 1 i ",/y Cj.. �...�_�____—. M _` 36+�.0 `' // `O , FS �- \ 0 \ Z n o~i LU U. Lu / N /� ..... ... Li P r_ A� q3 G�� 2 w — -- _ ... a,\ 4 \ %' 43 \ / 1 �O/ a. 5��� /f/ / ;.. �� ... .. . .`� \ 30 '� 45- ''� i� %,' �- sX \.` 29 / 1 o \ \ \ ...o �: �' \ C� \ l , \ . 8y .� I Q ' �. .. fix. .�.0 i/ `� / .- t '\ �`\ .F r .. \\' 4:.. \�\ 3, \`\ // REVISIONS DOUBLE 5. '\\ `4 / \ \ \ 20' PR1 f . `i 'C / \ H \ �.. .. .. . \ / M WATER; = /-: �.. f'' \ ` \ ` / / �ifRAINAGE.. ' ' /;: '� • / \ \. \ B1 s / METEF�S \ b 't \ / '' \ \. \ VAR. WID. \ \ \ ESM`T:j. \ ... (TYP.) \ \ \ - ,'� 34 \. \ VAR_ \ \ PUBLIC May 2, 2016 Y Per Comments \ ... \ .WID. DRAINAGE. . � I » ,\... .. VAIN. WIDTH SAN. \ ` DR, � \ ESM'T o \ 8 X6 TE � f... \ \` � �:> i%!� -''/. \ i'i � \ , � \ � F.H. ASSEMBLI \ / Q ij, . _ a i/ f hk /��../� \ �} 6 \\ r SEW. ESM'T C / \ . E'SCRi1 \\ `� `'� \ 28 �� I / / / 48 \ June 8, 2016 Per Comments July 15, 2015 F: ... .... \ .'' \ /32 ' ., �'. ...'......... i 3 \ -\ \ \ .. \ Per Comments 56 �' ;, ram', \ 47 \ E i '(21 � \\ '/ ./ / / ,,K / .w. \ \ , Y •/ � \ / ' \ ,. �� J/ � � ��. '` i i N tl. 2D'`�W/L ♦ :.\\ j. / .%-' � `r � \ 2 / � .3 DATE 57 fA i� r / �... \ n2 \ ✓\ WWP0 FOR OUTFALL IN F TION BEYOND STR. 1 SCALE 1 J __ _ . j i \ .. N i/ \ \ \ . B 2 . \` .\ -- '�' / /.. \ \ 1� >r i VAR. WID. \ \ \ \ d4 �-- ( :, �. ;1: \ � ` �S � %' 8"X6 .TEE. ---�,. " / \ ..... i `\l ! .' %� PUBLIC \ ` i \ i''" \ \ `\ - r $ SE, F.H.. ASSE BLY.. .� .../ / \ `/ DRAINAGE. 1" = 30' ....... ��` N i� .. U p( %" \ f ' 1 .... �..... \\� \ 5 / ;i' i '`` 25'. / ESM'T \ 2 VAR. WID \''\ \ - 54 r � 1 1 \ � \ !r� %- f \' �-'' .. __. \ t ( = % '' - _... .. PUBLIC �\ 3.. ...''',- ' DRAINAGE!\ \ t VAR - I ESM T o �, ; CONTOUR INTERVAL 00 I 1 V'' 8 i '', 1 t t i 3 . \ J \ / — I o 15 14 3 �' �- Ex. TER E T o� 20 , , -"'�ls3�i P �. i I / i' ( VAR. WID. Z !II 8 X8 �E i ' PUBLIC 1 �+ I i 1 i q �2x�. 5 P 781 o D 1 ` -'/` 3"8 ..G.V.. o \ DRAINAGE. ' \ ESM'T `, 1.. / i= �\ :% \ \; : \v \ 1 1 ....... ; 1 ; ' s ', 8"X6" TEE i , i' O \.. c \ 1� '1 , ti ` ;�\\ 1. LU REPLACE EX. 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LEDBETTER D.B. 4257 PP. 377-388 Lic. No. 1507-8 .. SURV�yO� • r � V w 4 (/) 12 O LL U w W N = Z 0W N Lu �; ¢ a (L v- Z O 0 CC W @� Z a wo GJ CLZ JZ J (r� �J �2Q 0 co cn Z W 2 Q UQ � W ° d38 .IZ ccN Z!q � UN W �%, dM [� �) O d' 1'�' tj O U- !�1 Q) W Zj ' U.4 W 0 �w ind cc0 � � o W LtCc Z h a W O o) W � co d' M Z 0 W Z O LU a. REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE 111=30' CONTOUR INTERVAL N/A O c Z W 06 V 00 T. 0. d zJ1,% — r 0 a: J J h _> J —:) _ T_ I-- 0 J Cc � () . j J L� r � T 06 Ir < � Q (� 0 w JU Q 000 J 00 cr -7I FILE NUMBER 8053 - -I I SHEET 13 OF 32 I ''' SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET I li 4 . 20'� _ _ N SSE ESM'T -01 t't 1 _ _ --- .__ ---- - - - -- -- _ _ ---- - --- v. r- 1 d` I ti -, ,. /..,: >, � �� �:, ;� r[ ?\ \\• �, �>�?________ _______-�� ,,�-_._ i i l i \ - i ,t4 � ,i t ttt, ` Ln 20 '~I ��4 ? x;� l _ l� ••,, « �. � .. `' cv. 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USACE JURISDICTIONAL WETLANDS — 10-1 131 ��P�A �afr � \�\/ L� ; _ _J YE F MAC: wN mH / i - i/ ye % S - -- X. �Fby E A k _ ,.. _ S — — --- - / \ FAR --. --- 2 EX. 50 hi WSA F. r'v9 , S S S T _ DB 834' PC 188 & f 0l S \ � F --- Cz .T tt 01 ✓' y, - _ r. : „.aIT T- W 00 +w W N = O '� Z �w Nm 0� Na CL Qr z0 0 cc Q CCW >@) OU 0 v) a Z J Z � 0Q) W� QUQ �w Z N Z� U� N r� O Q M 0� ''J 0 LL 0 LL V, J Z w C) � 0� �o L �CC z� W 4W It LU Z 0 O W REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 201 S SCALE ill =30' CONTOUR INTERVAL N/A W, co Z W cz 0 0p/� 1" CL Q Z T > J z J_ 0 J�0 J T 06 < U) w v 000 M� W F FILE NUMBER 8053 SHEET 14OF32 K� r 616 t� 9E - u S Facil 644 646 , x4..._. 646 , 6',b ,, r b SEE OLD TRAIL VILLAGE APPROVED FINAL STORMWATER MASTER PLAN PREPARED BY STANTEC, DATED APRIL 25, 2016 FOR MORE INFORMATION ON SWM FACILITIES L3, S3, S12 �1,T H op v j� ,�5 Jo � ,- WILLIAM J. LEDBETTER r Lic. No. 1507—B PLAT RECORDED Le D.B. 4257 PP. 377-388 SCALE 1" = 60' 60 30 0 60 120 SCALE IN FEET I i W 0 Z 0(0 No Qr Z0 0 Cc W CC @� Z 00 > 0 0 Q UQ �w .Z c-cjN 00 cm W °C 84 �> 0¢ t� 0 U- LU L� v� W ac 0 ~ o W �� 0 W aW Q W z W O REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE ill =60' CONTOUR INTERVAL 2 FOOT X C. co Z <C W cz 20 00 a w T Z T i Z� O Jar 06< Q V) w �Y dQ LLJ� U Q >0 0 0 0 jx co FILE NUMBER 8053 SHEET 15OF32 ROWCROSS ST. W a (25 MPH DESIGN SPEED)--1--(20 MPH DESIGN SPEED) (25 MPH DESIGN SPEED) o DI-3A DI-2A DI-2A D-3C DI-3C DI- AA DI-3AA DI- AA DI-2B DI-2A DI-2 A DI- CC DI 115 113 111 /1'09 117 107 103 105 98 88 90 62 6 N m N m co m m in m cv 00 cU 00 m in in in in to CD OD 0000 M CD 0 to Q = Z p � CD coo 0 � CD � � � OD tLD LD CCD � �' Q U' CC J co co a co 00 c0 co co co co ° co n co ii co n CO n CcW 690 o. c� O 00 0 a 00 s a 0 i 00 IL j a 0 N N m o 00 o_ rn O o 00 a Z U w z Z j f , t0 N t0 to ^ aD r/J J O `` > J O / 10 to o o m PVI STA. 24+00.00 I = / >. a ~ > W N Z w (� Q W ' Z PVI ELE .75 67101 it 685 I�W CD J Z PVI ELE 670.00 N m Slk HIGH PT. E + EV. 670.91 rr.,-. r 71 H Z J 'W Q Q HIGH PT. S A. 15+97.01 H Wwill K CID i• HIGH PT. ELEV. K = 668.70 7.22 V! .J W 200. 0 VC H, 1 W �� I co 680 350. 0 VC PVI STA. 21 +50.00 0 � `, o � ' V �� �� or` H V � P II STA. 19+50.00 PVI ELE . 658.50 0 0c0 0 0�., ,Q VI ELEV. 661.00 LOW PT. S . 20+72.71 + r� N co (� '' o o PVI STA. 8+50.0 Z J N H LOW PT. E EV. 659.76 w > % o Iq P I ELEV. 667.25 U W Lo +C° K = 3.83 K = 38.17 Q� �' w,. N� oj �o 675 w 150. 0 VC 250. 0 VC o M c� �; f{ + LOW LOW T. ST PT. ELEV. . 28+33 667. 70 6 , 1z 1C Z � HT . YE= 0 HT OBJECT= i- " c� > K = 1 8.70 cn w 0 00 o o o cfl o ,ri CO a o . 3. 5 ' cL 280 ' HSD _ 3. 5 ' (TYP .) - 250.0 VC WW 4 WIt r`o Nc0 Ncfl�- +280 �TYP.) ' HSDM>� 280' HSD = ►, Q ,- d w EX. +� +� N> CD-1 (� W o_ -�D -1 670 FIRE HYDRANT 00 v v > v v > < � w " > o- Lv Z a ASSEM LY > o_ > > 3.5 MIN z ___ o_ > J �y/ - --- W/L COVER . Ij ` 0. CL 52 EX / 4' LAT.„ D I W/ \ REVISIONS . A D-Q O V��� X- NG 18'12" 8 i pti 4" AT. 1 " LEA 0 CLEAR 0 12" May 2, 2016 52 X-ING CLEAR CLEA Per Comments 52 CI 1 0 Go 660 W/CLEAR -- CL AR CEO 21 HDPE R cn ii June 8, 2016 a X-ING Per Comments . X-ING o 12' 4„ LAT. 18" ~ 24 " HDPE June 20, 20i6 CLEA X ING CLEAR 89 X-ING 63 Add CG-12 to Access 18" TYP W/L SERVICE SWM Facilities 655 15" HDP LI CL AR CONNECTIONS Horizontal Scale = 1: 50 CLE R X ING X-ING I" CURB STOP July 15, 2015 Vertical Scale = 1: 5 18�� o } (SEE DETAIL) } Per Comments Proposed Grade 114 1 X-IND E C EAR o CD O0° O 0 C0 w m w -_ Existing Grade CIL 116 M 30' HDPE c En En 650 ILL AT 95% ii ao -ING Cn � COMPACTION 0 a DATE 0 a co � o o � Jan. 25, 2016 645 U) z c0D Z = Fw- _ C w °° °° > v � SCALE 0 L N Ln H LL Ir a X> m •- HCU w H:1"=50' i v �r Co F- 0 0 0 640 t- oor cn 00c o°C a E r, a cn U U CONTOUR INTERVAL r ii N/A o o CU 635 Ri O° CU 00 7� NO'�0 o�dN �00 0ci0 c0� tf)p�p _0 00 d l� c0- 00000 01, 't �� 03N Dr- 00 O N O Qo co Lo d- N r7 - CD (D CD c0 c0 (o � (D N O r- Cn � 0) M O 0 . N r� d (D � 00 O O _0 (0 to tf? _0 to Ln (o to c0 cD (D (D c0 cfl CD � r- N O r- � r6 O r- r- � O t\ 7 0) r� 0) CO r- Co d- 00 I- (D 00 I` co � 00 O (fl c0 (o COW c.0 (o (9 (o c0 Co c0 (D co (0 c0 (D co c0 O (0 _ c0 (o c0 Co c0 (o c0 (0 c.0 (o c0 CD c0 (0 c0 (0 c0 c0 (0(0 O (0 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 +50 21+00 +50 22+00 +50 23+00 +50 24+00 +50 25+00 +50 26+00 +50 27+00 +50 28+00 + 0 O � Z {� wW� ao�1 GENERAL CONSTRUCTION NOTES FOR STREETS MANDATORY INSPECTIONS AT THE FOLLOWING LL T. CL Z O ., 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE IMADE PHASES ARE REQUIRED FOR ROADS THAT ARE � °C BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT -I CL T > (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. PROPOSED TO BE STATE MAINTAINED: 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. �^ J W 0 OF OR THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN 2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING �. T-0 COVERED. ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL. 3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF Q W 3. SURFACE OR DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ROADBED BASE MATERIALS. �, ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. j,T H of 1' k It •J T 4. GUARDRAIL TREATMENTS LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL 5. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED 06 < �x W MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, PAVEMENT DESIGN. PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD* ✓� W � Y DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. FOUR SHOULDER (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. � / , v Q 5. WHERE CONFORM URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL TO VDOT CG-9(A, B, OR C). 7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VOOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. WILLIAM J. LEDBETTER O 0 Lic. No.1507-8 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL B. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING J CONFORM TO VDOT STANDARD PE-1. OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR ( �Na M 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS STATE MAINTENANCE. suRN��o SHOWN ON THE TYPICAL PAVEMENT 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 NULL AND VOID. 9. 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 SCALE 1" = 5' VERTICAL NUMBERING ORDINANCE AND MANUAL. 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE 5 DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN 2.5 SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. FILE NUMBER 12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 0 8053 13.13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE SCALE IN FEET CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 14.14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED SCALE 1" = 50' HORIZONTAL WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. 50 25 0 50 100 SHEET SCALE IN FEET 18 OF 32 ROWCROSS ST. W (25 MPH DESIGN SPEED) U C DI-2A DI-2C DI-2C DI-2A DI-2A DI-2A DI-2A MH-1 DI-2A DI-2A DI-3A DI-2A DI-2A DI-3C o� 80 3 5 29 31 35 37 39 41 43 57 55 53 59 N rn CD Coco rn Q7 M 00 m in CU In CU o o Cu HVI �;IA. PVI ELE 5Y+UU.00in . 679.75 0 0 0 q •• Q Z CD�i CD cD �i cD � cD � cD rn cD CD CD o Ri cv r` HIGH PT. ST 39+20.09 r r Ln In Q �' OOC CO u u u CD u (D n LID u CD u CD u cD n CD u HIGH PT. ELEV. 678.55 Q W 0 0 0 N a o s 0 a 0 o_ 0 o_ 0 a 0 D_ 0 K= 200.00 0.03 VC 0 0 00 (0 �V f- 690 WOO Q Z Z 680 �p II. o O LO r- o Ln O r- LOW PT. STA. 41 +48.86 w w J `` J J Q � LOW PT. E EV. 675.38 �► V) Q > J m 0 + r- 0 r- co K=30.62 125. 0 VC UmI W U W PVI STA. 31+00.00 W 00 to } o a0 LL� Q w O CR > �- > PVI STA. 1 +50.00 685 -� o N 685 F� IA Q w ¢ w ^ PVI ELE 674.74 o n t+o Q ? Q Lo HIGH PT. ST HIGH PT.ELEV. . 30+67.34 PVI STA. 3 PVI ELEV. + 5.00 4.00 v m N c� HT . OBJECT= f- �p N t° c° + to O = U o 61.41669.56 a > 3. 5 ' (TYP .) o+ N 225.00 VC ', LOW PT. STA. 3 +57.20 ~ ctl FIRE HYD ANT fl 280 ' Sp W �? > w M W 84 Q ro PT. ELEV. 665.98 ASSEMBLY W >OW HSO 680 O d o u0 300.00 VC o 0 280 HSD ' +6$0 > > W PVI STA. 28+50.00 OM(D ;44� 276.64 SD o� � N NSD _ V ja w +_j ill `j J PVI ELEV. 667.25 0 000M Lo N:� o '� (D +co 2g0 5' MIN. 2.Op .- � V ll'? UN cc�l > N ,n > SD VOL COVER - H 675 LOW PT. STA. 28+33.70 + - J ' � 0 HIf DI W IL -_ 675 W LOW PT. ELEV. 667.96 N _ ' i0 Q w ° K = 108.70 vLIA ' 3. 5 (TYP .) > w : �- 52 CL 250. 0 VC ��- wJ > 280 HSD CD-1 / 280 ' HSD > d- f'" ~ `' cn w .-� 00 8„ EX W/ 12 L 't co ? ,- > / o - > _ Ta>0 > HSD 28 O 670 w 15" HDPE 670 O W a HT. EY = C D-1 C / 3. 5 ' (TYP .) X - IN G /�....:: . 2, CID 15" X- DPE NG CID, CID 12" TYP W/L SERVICE 56 58 :: Ci;F�AR CONNECTIONS REVISIONS 665 pp 8 C� 1" CURB STOP 665 2 p o J > I W L 12" 0 42 (SEE DETAIL) / CLEAR 18 " H PE w o May 2, 2016 W 1 X-I G cv Per Comments Lij , LEA CL AR June 8, 2016 660 ii' 18" HDP J/ w x w 660 Per Comments W Z_ J 0 " X-ING HDPE H D P E :� X-ING :::21 OB X-ING FILL COMPACTION A 9 5 % N o r, �- = H H 0D June 20, 2016 Add CG-12 to Access 4 6 X LUI = SWM Facilities 655 655 3 July 15, 2015 0 Q < Per Comments J J J 000 O :2: LU m O Cn cn _ Cn (n w W > w F- 650 650 Horizontal Scale = 1: 50 m w Vertical Scale = 1:5 z z i-- w N DATE Proposed Grade o LU o z o an. 25, 2016 - - -Existing Grade CL 0 00 645 LLJ w r+' 2 °°LL Cr � - 645 > SCALE w a LL w o H: 1"= 50' wJ Z V:1"=5' 0- o o � p Cc 0- O a_ O 0- > O J Q W r'r0 0 I ° � a tr w w I__ 11! 640 640 .1 CONTOUR INTERVAL r, v CU NSA m + m ~ 635 r- 635 O D7 00 Otn 6, O.- n r O Otn 00� (n0 (,a 07 NO co NN NOS 0) 0017 LO � �n .-r. - �na0 CnN ter` CON LO � 1 ter` o�N Lnr` O d 00� - O(n cow Oh ter` r OI_ 00 Nn O 000 't 00 (0 (0 co c0 00 (D (O � 0) (0(0 OJ 00 O O co O (O (O � (D r O 000 co O LO I" h (o (O r(j co (O C0 (n CO (D (n (D c0 (D O r- 000) (0 (n (o C0 (O Ln (D N O CD r` CO Cal O r d' fM t\ to O (D r r r co r� O 1" 000 00 00 c0 r. co r, I� r` oo r, r- r co (D r r co (f) r- r` r- LO c0 In (D co c0 c0 cD c0 O (.0 (o c.0 0 cD (0 c0 (D co (D - c0 (D _ co (D c0 (o c0 (D cD (0 c0 (D c0 (D co (D c0 co co O c0 (D c0 (D co (D cD (D (0 (D co to (o (0 F, r c0 co � r" co (D +50 29+00 +50 30+00 +50 31+00 +50 32+00 +50 33+00 +50 34+00 +50 35+00 +50 36+00 +50 37+00 +50 38+00 +50 39+00 +50 40+00 +50 41+00 +50 42+00 +50 43+00 O co Z U) w W 06 co UL Z O (� CL r J�J� 0 �tiTH OF O j o ,a r rr�06 V w m LEI WILLIAM J. LEDBETTER Lic. No. 1507-B � O O SURv0 W SCALE 1" = 5' VERTICAL 5 2.5 FILE NUMBER 0 8053 SCALE IN FEET SCALE 1" = 50' HORIZONTAL 50 25 0 50 100 SHEET SCALE IN FEET 19OF32 Ld 1 1 •• 1 655 1 645 10 ZZ Ef 635 0 00 30 0 0 > z 25 - 675 SANITARY SEWER PROFILE F to G1 F G G1 z ¢ 695 0 -N 685 665 680 660 675 655 670 650 645 1 635 1 0 0 0 + O c 0C 665 F- c G 660 O � O � 0 r � zi` 00 z00 0 ¢ ¢(D — — - cnn 0 00 00 0 \ 0 r� \ W > Of 0 J U 8" W/L X-ING� g" SDR-26 @ 1.00% 6 _ 6 © 0.507o 296.0' - 8" SDR- . 'L. _ o � 0 `n 0 0 O 00 o r N (00) r I I c0 z z o z Proposed Grade 0 — — Existing Grace > > > zz z z z 695 685 675 670 665 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 SANITARY SEWER PROFILE C to J SANITARY SEWER PROFILE 131 t B2 1 B1 B2 C H J o O 630 = (0 �M f T = rc0 ho d z¢ ��o ¢ cc°o � C � j 680 680 675 00 � 0 675 0 � ~ Cn II Sz ri625 O a0 N CD r7 O 00 + + % + 675 0 0 675 0 o FI L . AT. 95% . 670 `- Q PACZZON 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 46 X .:ING . . �0% 665 6 a" 28� 3 660 O�� 1 � 61° 655 '5� o= r' 0 0 0) ot? 650 �0?°? ��� z z o ©z Proposed Grade — ExistingGrade 645 Zzz zz r 670 670 665 FILL 'AT 95% 665 COMPACTION 660 . . H.DPE :.:: 660 7. 28 : 655 655 0" DPE X ING 650 p�P 19532 % 650 645 645 670 665 655 650 645 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 O o ���LTH of Pl 640 7 o o � 640 SCALE 1' 50' HORIZONTAL ° ��� 0 N N Ln Ln SCALE 15 = 5' VERTICAL II AII o ~ II II ~ 9 O z Z o 50 25 0 50 100 SCALE IN FEET 2.5 WILLIAM J. LEDBETTER 635 z_ z z_ z_ Lic. No. 1507—B Proposed Grade �-INO — — —Existing Grade 0 7„ r suRWo0� U N= 0) Z 0 c0 a NaZC 0Q. r W ac 0U>0 cLz WW@a1NLf)N aW co o� W w Q0 LU OC4 aW �0) �T-Uj,O0- Uj N REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE H:1"=50' V:1"=5' CONTOUR INTERVAL N/A O c W W o6 J CID a O T' z �J a: z 0 J L�L T' cc VJ W Q�� �Q 200 0 Q J cc FILE NUMBER 8053 SHEET 23 OF 32 NOTE: SEE SHEET 12 FOR PLAN VIEW 10+00 +50 • w W � O 2 0 `D N m NQ CL z O cc 0 cc W CC @) Z 0U >o vi g a z J z W �: W 08 V� Z -J N W N rz (0 w t'3 O u_ w0>�o z ,. OC W Q. W - 0) q�T� Q w Z O 004 W CL REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE H:1"=50' V:1"=5' CONTOUR INTERVAL N/A W � Z -j W () 00 Q O r �z 0 T 1 z ���I�do�w w� T cr 06 <2 U) w 2000 Q � � � m FILE NUMBER 8053 SHEET 24 OF 32 55' R-O-W I RAW POINT OF R 4" 3000 PSI FINISHED 4" 3000 PSI CONCRETE VDOT ST'D GRADE VDOT ST'D CONCRETE CG-6 1.5'° SM-9.5 CG-6 1/4": 114": 1' I 1/4": 1, —�► .E-- 1/4": 1' 4" VOOT 21A STONE BASE I 6" VDOT 21A 4" UD-4 STONE BASE UNDERDRAIN 1 1'I 5' 6' 2' 13' ° CONCRETE PLANTING TRAVEL LANE SIDEWALK STRIP 0.5' r J 27.5' 27.5' 1 TYPICAL SECTION GOLF DRIVE, UPLAND DRIVE (25 MPH DESIGN SPEED) ROWCROSS STREET(18+ 16.14 - 22+ 19.90) (20 MPH DESIGN SPEED 20+00 - 22+25) (25 MPH DESIGN SPEED 18+16 - 20+00) N.T.S. 61' R-O-W R/W POINT OF FINTSHED �- R/W 4" 3000 PSI CONCRETE VDOT Sfi 'D GRADE VDOT ST'O 1.5" SM-9.5 4" 3000 PSI CONCRETE 1/4 . 1 —�- �-- 114": V CG-6 1/4": 1'—�. E— 1/4": 1' 4" VDOT 21A _.::: 4" VDOT 21A STONE BASE 6" VDOT 21A -' 4" UD-4 BASE 3" BM-25 6" SUBBASE (21A) 4" UD-4 6" VDOT 21A STONE BASE STONE BASE UNDERDRAIN UNDERDRAIN STONE BASE 1' 5' 6' 2' 6' 6' 2' 6' 5'11 1' CONCRETE PLANTING 10' 10' PLANTING CONCRETE SIDEWALK STRIP 0 5` PARKING LANE TRAVEL LAINE TRAVEL LANE PARKING LANE 0 5 STRIP SIDEWALK 30.5' 30.5' R/W ROLLTOP CURB 13••1 1/4": 1' 3 2' 11'I'i� 2' FACE OF CURB <r TYPICAL SECTION HIGHGATE ROW & ROWCROSS STREET (22+23.07 - 42+27.46) * INTERMEDIATE PARKING ALONG BOTH SIDES OF THE ROAD (25 MPH DESIGN SPEED) N.T.S. 30' PRIVATE R/W -E--1/4" 1 ' BASE 2.5" BM-25 10, 1 SURFACE ROLLTOP 1.5" SM-9.5 B CURB. �1 114 " 1' —�•- SUBBASE 6" AGGREGATE (21A) 10' 24' PRIVATE R/W 1 1/4": 1' 1/4„, V R/W R/W R/W ROLLTOP SURFACE ff 1.5" SM-9.5 ROLLTOP 1 CURB CURB 1 1/4": V 3 1 /4 „ 1, 114 , 1 _� 3 2, 1, 2, ? 1 FACE OF CURB TYPICAL SECTION BYWARD STREET & PETYWARD LANE PRIVATE STREETS (25 MPH DESIGN SPEED) N.T.S. A PERMISSIBLE CONSTRUCTION JOINT #5 DOWEL, 8" LONG Q 12" C-C --, t� 4.- 10=1 10:1 B MAX MAX !�( B 5 N 5 J! TRUNCATE DOME A SEE SHEET 1 OF 5 FOR DETAILS 8' O" Min. 4'-0" Min. BACK OF CURB 12:1 MAX. 48:1 MAX. 20: 1 2' MIN, SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 10F 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. `1 Q �3: V) Ul 0 =z:=x C) CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK SPECIFICATION REFERENCE 105 502 V A 4'SOUARL LAN E1I1_ AREA OUTSIDE 01 —I gip° TRAVELWAY SHAI �!I BE WI-� 3: TTHEPMOA KED � CROSSWALK ARE, Y 3. CJ') CROSSWALK TYPICAL DESIGN TYPICAL PLACEMENT AT INTERSECTION CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT (WITH BUFFER STRIP) CC-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION BASE 2.5" BM-25 1' 1' 28' FACE OF CURB SUBBASE 6" AGGREGATE (21A) 8' 2' 1' 1 ? , FACE OF CURB 5' or 8' I CG-9B --- WIDTH OF ENTRANCE 4" 3000 PSI CONCRETE C �� LIMITS OF PED.Q LIMITS OF PED. ROUT ACCESS - E (] �, ACCESS ROUTE[R — - WIDTH 1=1NON TRAVERSABLE - 1-=1 I = ` III= , !`>`~ `• = 1.:. , ..._ I _, /z W D OF ENTRANCE UNPAVED SPACE u UNPAVED SPACE LOPE EXISTING OR PROPOSED EXPANSION JOINT 4" VDOT 21A s1oEwALK OR SIDEWALK SPACE O WIDTH OF STONE BASE a ENTRANCE TYPICAL SIDEWALK SECTION 2,- I LIMITS OF PED. o LIMITS OF PED, N.T.S. EXPANSION JOINT E E ACCESS ROUTEj NON-TRAVERSABLE J ACCESS ROUTE LE W F:: f Curb - O W PEDESTRIAN ACCESS ROUTE DETAIL WITH & ' '• CURB INCLUDED IN z use - •� d � 8 Y�`�,.�,�j' Q wQ F ENTRANCE GUTTER < WITHOUT UNPAVED SPACE Pis a-2'z V) a )" z Q w w ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS _ ..w Io OF PEDESTRIAN ACCESS ROUTE a] EXTEND BEYOND 2'-0" I 9 m o FLOW LINE z EXISTING OR PROPOSED VDOT RIGHT OF WAY. a �,Y 1� �..T � X -.:.,- ""' ...,,...._,.•.-.M I"�'", ' m sa �. w ENTRANCE WIDTH z EXPANSION JOINT DESIRABLE MINIMUM 16' • (F a ABSOLUTE MINIMUM 12' © PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS e' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT g PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A o o • o • o • o FACILITY THAT CAN BE APPROACHED, ENTERED AND •o' c .o • o. o EDGE OF PAVEMENT USED BY PEDESTRIANS, IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. ,a alp OVA" Arr,� � � - SECTION F-F r rfr $ems w <x�ra HALF PLAN IF PEDESTRIAN ACCESS ROUTES � ARE BEING. x Ott°° F PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH { 2'— IS REQUIRED WITH A MAX. 2Z CROSS SLOPE. Rl Curd - d. -6 WHEN USED IN CONJUNCTION WITH STANDARD PARABOLIC CC-3 OR CG-7, THE CURB FACE ON THIS N.T.S. N.T.S. UNPAVED SIDEWALK STANDARD IS TO BE ADJUSTED TO MATCH THE CURVE MOUNTABLE CURB CONFIGURATION. oo ao �oo o�o Source: VDOT Road Design Manual, Appendix B Source: VDOT Road Design Manual, Appendix B SPACE o. NORMAL GUTTER �— -- - ____________ * * * SECTION E-E 5' TRANSITION = G° ° °° °° �° L°.h p, �'° �, *07 TO 10% CHANGE 1' 3" O��qb� ��� IV CLASS A3 (H.E.SJ CONC. Y •'OG EDGE OF PVMT. / GUTTER PAN G 6" AGGR. BASE TYPE Z slzE 21B � ° a. 5'-0" � 12% MAX. SLOPE 5' 0" POINT OF GRADE CHANGE �, �• ° p ROLLTOP FACE OF CURB FOR CURB AND GUTTER ONLY .p, °e, p• CURB FOR SIDEWALK, CURB AND GUTTER 12 %MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS o , o , o°, BUILT CONCURRENTLY ; o• * o • o • o U • O • O I ; SECTION C-C X M x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D'D FACE OF DI_3 € ; € BACK OF SPECIFICATION CURB BACK OF CURB REFERENCE STANDARD ENTRANCE GUTTER VDOT CURB _ ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 ROLLTOP TO CG-6 TRANSITIONS THE FOLLOWING NOTES APPLY TO CG-6, CG-7, AND ROLL-TOP CURB: 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE. 2. WHEN USED WITH STABILIZED, OPEN -GRADED DRAINAGE LAYERS, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUB -BASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS THAN THE THICKNESS SHOWN. TYPICAL SECTION BEECHEN LANE, ALDERGATE ROW & PRIORY TERRACE PRIVATE ALLEYS (25 MPH DESIGN SPEED) N.T.S. TYPE A WITH BUFFER STRIP CG-12 CG 12 A #5 DOWELS, 8" LONG AT 12'' C-C 5' P 12:1 MAX_ N I I PERMISSIBLE CONSTRUCTION JOINT z � g �12:1 MAX RAMP P I (SEE TABLE) A (SEE TABLE) TRUNCATED DOMES SEE SHEET 10F 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1 MAX. 20:1 48 1 MAX. 2' Mw SECTION A -A SECTION B-B PERMISSIBLE CONSTRUCTION JOINT NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP A W SQUARE LANDING IS LIMITED TO 15 FEET, REGARDLESS OF THE AREA OUTSIDE OF !!Is SLOPE. TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED n CROSSWALK AREA. a,l y I -J Q 0 cr_ CROSSWALK DIAGONAL PLACEMENT T FF R TR P TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 WI H eU E S I ZV DOT XV DOT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 5 SHEET 3 OF 5 REVISION DATE 7/11 203.06 203.07 7/11 WITH BUFFER STRIP II II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHOUT BUFFER STRIP I CROSSWALK I CROSSWALK A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED ROAD CLASSIFICATION SCHEDULE ROAD NAME STATION VPD PAVEMENT WIDTH PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM-9.5 BM-25.0 21 B ADLERSGATE ROW 10+00 - 15+07 230 16' 1-1/2" 2-1/2" 6" ALLEY BEECHEN LANE 10+00 - 14+31 250 16' 1-1 /2" 2-1 /2" 6" ALLEY BYWARD STREET 10+00 - 14+56 140 20' 1-1 /2" 2-1/2" 6" LOCAL GOLF DRIVE 19+87 - 25+36 390 26' 1-1/2" 3" 6" LOCAL HIGHGATE ROW 10+00 - 15+29 80 32' 1-1/2" 3" 6" LOCAL PETYWARD LANIE 10+00 - 12+98 120 20' 1-1/2" 2-1/2" 6" LOCAL PRIORY TERRACE 10+00 - 13+94 80 16' 1-1 /2" 2-1/2" 6" ALLEY ROWCROSS STREET 17+70 - 18+16 60 26' 1-1 /2" 3" 6" LOCAL ROWCROSS STREET 18+16 - 22+23 490 32' 1-1/2" 3" 6" LOCAL UPLAND DRIVE 19+37 - 24+19 250 26' 1-1/2" 3" 6" LOCAL CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2X FOR A WIDTH OF 5 FEET, (RADIUS TO BE AS I A XxSTREET APPROACH SAME SURFACING o C GENERAL NOTES SHOWN ON PLANS) v) C� AS MAINLINE ROADWAY (SEE NOTE 3) I 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) � BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG 2 OR CG-6 CONFIGURATION. / (SEE NOTE 1) 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE — SIDEWALK USED WITH THIS STANDARD. I- I (SIDEWALK (SEE NOTE 5) Li OPTIONAL UNPAVED SPACE i FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE _ — - ___ T^ — R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION EXPANSION g + Cn EXPANSION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) JOINT I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER _ SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE; WIDTH "B" 2'-0" OR AS « MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION, A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR 8 % MAX. D OPTIONAL FLOW LINE GRADE CHANGE © _ — p 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW CSEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ — — — — — — — — — — — — NOTE 7) THE ENTRANCE. 8% MAX. ® D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET 5' MIN. CONNECTIONS. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8, WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE © CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A OF THE T ROAD DKESVALUEIGN AREQUIREMENTS, STOPPING SIGHT DISTDAONCE AND WITHIN m 'MIN CROSSWALK CURB 1117— 4'BUFFER STRIP 5' SIDEWALK 4" 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. 2�� ALLOWABLE ENTRANCE GRADE CHANGES Ax. 5 DIAGONAL PLACEMENT `� D - MIN \5, A A 4' SQUARE LANDING AREA cn OUTSIDE OF TRAVELWAY PROVIDED r A 4' SQUARE LANDING AREA \`CROSSw AL SHALL BE FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITH BUFFER STRIP CROSSWALK AREA. CR(0SgWALK WITHIN THE MARKED CROSSWALK AREA. C G -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 502 CLASS A3 (H.E.S.) o o. ' °° ' ° N. CONCRETE 1 SECTION C-C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD < 3 % 6 % LOW LESS THAN 500 VPD _< 6 % 8 % NOTE ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS METHOD OF TREATMENT XVDOT ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 �LTH of 4�eVIA vr� � { r WILLIAM J. LEDBETTER Lic. No. 1507—B S U R,4 0 wW = N Z to O O CD Z 0� No CL ,. z 0 �W fr@ Wo ram► g Q. z J z cc jJ Z 0� wg Q 0 Q r w aid 0 JZ -jN Q� _(D ZO U0) Uj � ON � QM eJ0 o LL 0 UjJ� vJyr w 0� Po LU p P, W aW 2 t� dM' 0 W a REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 6, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 CONTOUR INTERVAL N/A J I— O W CO �W06 I(!� 00 0 T '_ z tU z MJ:5 �- �O zw 0 1'— Q PLij �� 00 in Li <(a (0000 J J � FILE NUMBER 8053 SHEET 25 OF 32 G[l/lFl F/)Uk]F\AT|/lN MATERIAL ROCKY FOUNDATION MATERIAL |N|T|/\L BA[KF|L * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL SU2NES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL DR PROVIDE A 4" BEDDING OF #68 STONE. F0UNFl4T|(lN IN P/l(]R S 0| UNSTABLE S(}| x� '� S| BEDDiNG 8 STONE UNDER - CUT CONDITION |N|T|AL BACKF|L GRANULAR FILL AS �APPROVED BY ACSA � ` #68 STONE NOTE � l. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 7.N{} ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL B/\(-KFILL. 3.THF INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5BELL HOLES SHALL BE DUG OUT IN ALL (-/\SFS. � DUCTILE |[}�\K] UU/\7-[�[� //��//v WATER PIPE INSTALLATION /l BEDDING NTS TD Z NOTE HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- \4LLETHREADS WHICH IS 250Q P.S.I. CONCRETE-4,, BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOILSTEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. RESTRAINED JOINT FITTINGS 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A J 1/2 MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE 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 D|TCH, 5 FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS' THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL ARE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. #-4 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN RIEM01E AREAS ? AS DIRECTED. MARKER LOCAFION MAY BE SUBJEC TO HIGHWAY DEPARTMENF APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX V\// LID M.J. GATE VALVE LINE WATER 41 CONCRETE THRUST BLOC NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRAI TYPICAL GATE VALVE NTS wm. o sAomcs sxau BE uSsn ON rvc p/pc. | v4 asmo co | (IF nsounsm `^ -~^~~-~^^' `'~ `^^'- ~~' '~~�^^ "�^"���^= ^ o° �°`" ".,� �oorum. \PPROVED EQUAL FOR uss ON ArTAcnso s/woLE pAM'u xssmswnxL s�pv/c�s on ooxL nesmswn«L / Awomn�«/mw scnv/ces� | �wpnsssaw x s/^^ w��s p/ps coopuws ,Ppxoven coo:L. FOR USE ON osnAcxeo s/NQ,s pxw/a xcs/rswnAL Senwcc wosnc AN mmoAnow wcrsn /s wur pnovmpo. `onmDE wE Ex oox rnppsnscncn �x A� sssxx, TV[)|(-�| ��[}U|/-� |�T[[)�| INSTALLATION TYPICAL | |�_r��- ./�_/�v/\-�_ LATERAL //v`/ /r��_�_r�//��/v NTS FIG. VY 6 TD 9 I PLO / SECTION 2-7 PIPE DEGREE BEND DIMENSIONS TEE AND PLUGS VOL. SIZE OF CU.YDJ CU.YD,' 1 BEND 90 11 1/4 0.13 | iHxU�)| BL0LK�> AHE MLUU|KLU vVMINLVLK |HL PIPELINE CHANCES DIRECTION, CHAN, SIZE, DEAD ENDS AND A-1 VALVES. 3. NO CONCRETE SHAL1. BE POURED ON ANY PART OF THE 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE 1-0 ]HE VERIFY THE TYPE St SIZE ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS 4" 0AMETE[ AND VALVE PVC SLEEVE THRUST BLOCK | VALVE B0X I MJ.FlTONG v4�iF� J. PLUG --nco/n*/mcu uUIm/ r////mUI-) (lN—||N� `'/v u'v�- /T��� ^A''\ (TYPE // �_ �� / VARIES THREADED COUPLING 0 BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS —NO. 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END TYPICAL BLOW -OFF ASSEMBLY NTS TD-1Q FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE COPPER CORPORATION STOP 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON —TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED, 2) FOR WATERILINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V, ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS TD-2O R|VANNA WATER & SEWER AUTHORITY ou.u`r`L "~`/c^ m; amx//An/ acWcn nu/co LAST REVISED: APR|L 2016 1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0' ADOPTED IN DECEWBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2.RW3A SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECON3TRUCTlON CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY /1-800-552-7001\. 4.RWSA ENGINEER(VICTORIA FORT AT /434\ 077-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. . 5.ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE WADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RW3A STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. ` G.FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS WADE TO THE SYSTEM. 7.THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST T0 THE OWNER. 8.ER0S|ON AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RW3A EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWS4. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9.NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RW8A FACILITIES WITHOUT WRITTEN PERMISSION AND RW0A APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RW3A SEWERL|NE3, BYPASS PUMPING AN PRE- AND POST -CCTV MAY BE REQUIRED. RWSA WAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10.THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKF|LLED WITH COMPACTED 57 STONE TO THE SPR|NGL|NE OF THE EXISTING PIPE. 11, NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12.ALL EASEMENTS FOR NEW RVYSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13.NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RYYSAEASEMENT THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES' ETC. 14.TREES ARE NOT PERMITTED IN THE RYVSA EASEMENT. FILE NUMBER 8053 YNLL|AM J. LEOBETTER . mc. No.15u7-B / - --------- FRAME & COVER (SEE FIG. S - I - DE) SEWER SERVICE LATERAL CONNECTION NOTES: C7F'_STERF0_D COWNITY 0 STREET SURFACE OR V 1. WHERE A SEWER SERVICE LAFERAL. CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED 1HE TOP (CROWN) ELEVATION OF -THE SERVICE -THE DEPARTMENT OF PUBUC UTUflES NOTE: USE 60" DIA. MH FOR cc 0 04 CD Q NON - PAVED AREA LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN TOP (CROWN) ELEVATION 01 TI I _OWES1 -IE -HE PIPE CONNECTED HALF -A'>,DN Ri'.'INIOVABLECAP INTERIOR DROP CONNECTION. 0) cm c\1 SLOPED AREA*v" a REMAINING BACKFILL SHALL TO THE MANHOLE, 0" MAX 2' 0'1�\ A NOT C ROCK MATERIAL 3 6 M 111111 LARGER THAN 5" IN ANY DIMENSION 24 Ml� �_INTIAL SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING3 A PIPE SADDL.E. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT hl.' EOEP DROP MANHOLE GH,03S, NIANUFA�T( -C)BY,(3PI< PR,0DUCTS,)N(' - OR APPROVEDEQUAL 2" CL 0 0 cc cc UA E @ > 0 LL LU BACKFILL* 8"MIN (6'! LIFTS) EMBEDMEN THOROUGHLY COMPACTED 4, ALL SEWER LAFERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN .... .... ..... ...... USE FLEXIBLE RUBBER BOOT OR Q. > RUBBER COATED STEEL STEPS CAST IN PLACE 3' D" MIN BYHAND OR APPROVED SPRING LINE MECHANICAL TAMPER OF PIPE- OF 4". 5, ALL SEWER LATERALS SHALL HAVE A MIN11MUM COVER <1 APPROVED PVC MANHOLE ADAPTOR AS MANUFACTURED BY GPK PRODUCTS, A INC. OR APPROVED EQUAL IN CORE UJI 2 LU PRECAST REINFORCED HAUNCHING NO. 68 STONE - ........... OF 3 FEET, 27 OPENING. 0 _j 0 c\I F CONCRETE SECTIONS 12" MIN "0" RING SEALS 16 M A X BEDDING 6" max . .. . ......... L 4. " min S A LT TREATED PIPE s,rRAP-5 (S 1 Al N L' S,- cr 04 < LO (0 0 00) MINIMUM ELEVATION FOUNDATION (SHALL BE 2 x /I FINISHED GROU ND 04 () DIFFERENCE ACROSS M. H. 5 7 - REQUIRED WHEN SOIL MARKER 9�0` BEiN 'D L U cf) 4' - 0" 5 FROM INLET TO OUTLET 7,_��'_ ,0 CONDITIONS ARE UNSTABLE x,� V. "'I(ALL PIPE) CC SHALL BE 0.20 FEET. X _rn, E /F cr- 0 U_ CONCRET V ARIES DEPTH OF FLOW FILLETS Col LL w U) CHANNEL TO BE 3/4 DIAMETER OF L 41 04 z N C ONT R I B U-1-1 NG SEWER. NOTE PLUG END (A) ALL THRU PIPE SHALL BE FITTED WITH AN SDR 35 P.V.C. REMOVABLE CAP WHICH SHALL BE HELD IN PLACE BY THE INTERFERENCE (FRICTION) FIT BETWEEN THE PIPE AND CAP. L u Q. LU In 4 1211 I.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE M A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW B E_FWEEjN�,'.(,-`, INLET & OUTLET PIPE SHALL B�E BACKFILLED ENTIRELY WITH NO, 21A STONE. 2.FOR DUCHLE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED MAIN LIN SERVICE LATERAL. A SECTION -'/ /)4 5 45 0'0" (B) ALL CAPS SHALL BE SECURED TO THE DROP FITTING WITH TWO (2) FEET OF GALVANIZED CHAIN SECURED WITH TWO STEEL MACHINE SCREWS, NUTS AND WASHERS. (C) CHAMFER ON ALL PIPE SIZES TO BE AT A 15 DEGREE ANGLE. z Z PROVIDED. M IN. 6 BEDDING AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED (D) HEIGHT OF VERTICAL STACK WILL BE DETERMINED BY ENGINEER, BUT WILL NOT BE LESS THAN TWO FEET, 0 0- NOTE W/ NO. 68 STONE 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" . (E) DROP STACK TO BE 6" OR 8" SDR 35 P.V,C. PIPE CONNECTED TO DROP FITTING WITH STANDARD GASKETED 1, BEDDINC THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE BEDDING OF NO. 68 STONE ................ . I . >1 JOINT. SPECIFICALLY DETERMINED BY THE CONSULTANT FOTHE SOIL CONDITIONS. (F) VERTICAL STACK WILL BE STRAPPED TO MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL OR APPROVED MATERIAL NONCORRISIVE TO SEWER GASES. 7 = 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE .............. _k.j _--l- (G) SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT REVISIONS EXTENDED OR NON -EXTENDED BASES. 1�_IN LINE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. May 2, 2016 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED 1 (H) ELBOW AT BOTTOM OF THE STACK WILL BE A 90 DEGREE BEND POSITIONED IN THE DIRECTION OF THE FLOW INSIDE AND OUT. TYPICAL SEWER PIPE F PLAN IN MANHOLE WITH BENCH CONSTRUCTED TO CONFORM TO MANHOLE BENCH. Per Comments TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH VARIES - (1) MANHOLE OPENING TO BE CORED AS DESCRIBED IN PART Ill AND PART IV OF THE LATEST COUNTY WATER AND SEWER SPECIFICATIONS. June 8, 2016 (J) DROP STACK SHALL NOT BE INSTALLED WITHIN 60 DEGREES OF THE ACCESS STEPS. Per Comments SHOWINGBRANCH TIE IN (K) INSIDE DROP CONNECTIONS MAY BE USED AS AN ALTERNATIVE TO EXTERIOR DROP CONNECTIONS UNDER July 15,2015 NTS SEWER SERVICE LATERAL CONNECTION SPECIAL CIRCUMSTANCES, IE. BAD SOILS, HIGH WATER TABLE, UTILITY CONFLICTS, AND EXCESSIVE DEPTHS. Per Comments N.T. S FIG, S - 3 DAT.- DRWG. NO. FIG. S-I-A N. T, S. TID - 28 FIG. S - 2 JAN. 1996 STM]DARD DROF� C011"MECTI(0,N (��N0DE) MAN-16 TD-21 FE1 2009 --------------------------- TD-27 (4) 1- (25mm) DIA HOLES 1 1/2" ON 32 1�4E.(834M�) DIA 27 1/2" DIA [38MM] BOLT C CL [699mm] DATE ANCHOR EXTENDS INTO SIDE OF DITCH 0 0 26 1/4" DIA 7" 0 0 ri- Jan.25, 2016 [178mm] [667mm] r (4) 1 (25mm) DIA HOLES v 6" MIN- DITCH 6" M ON 32 3/4" (8,34rnm) DIA 2" (51mm) LETTERS 24" DIA LINF IN. BOLT CIRCLE, I I F., (RECESSED FLUSH) [606rnm] 0 0 VARIES D.I. PIPE 00 SCALE V, 28 7/16" DIA 5/8" F [25mm] L722mm] 11 6mml AS SHOWN 2500 PSI CONCRETE 36" DIA 26" 0 0 (2) CLOSED 12" 1- 1 1/2" [914mm] [660mm] [38mml PICKHOLES FRAME SECTION 13/16- PLAN [20mml CONTOUR INTERVAL 1 1/2" 2" (51mm) LETTERS [38mm] (RECESSED FLUSH) N/A 1. 1/2" [25mm] [13mm] 4.-SPACING1 -SPACING SPACING z 3 13/16" 22 13/16" 2 1/8" [579mm] [97mm] [54mm]- 0 25" 1 3/8- [635mm] _n 0 ov 1 0 11/16- [,35mm] 9/16" O.D, OF GKT GROOVE w 0 z G) z [17mm] L [14mml SECTION VIEW 1/4" (6mm) DIA L-q M F 0 IPE cp w (2) CORED CAM BOLT I\j SEE ASSEMBLY //z /I NEOPRENE GASKET �D PICKBARS DETAIL 1 (2) WSHR 1/16 X 5/8 X 1 1/2 !z f) c 06 ANCHOR NO. 1 AT 1 1/8" (29mm) DIA BOSS (2) CORED .1800" RUBBER PART# 00981045 A C5 ?_� 1 5/8" (2) BLT HEX 5/8-11 X3 1/2 SS z FIRST JOINT ABOVE W PICKBARS [5mm ART 00981250 P # W 06 co MANHOLE. 2400 [41 mm]- GRADE SPACING 1/2 (2 WSHR 5/8 ID 1.50 OD SS - > 6mml- _j 0 CO .63 DIA. STAINLESS STEEL ROD 20% TO 35% NOT OVER 36' 27 1/2" DIA 1 1/2" PLAN VIEW (29mm) DIA BOSS [13M PART# 00981318 35% TO 50% NOT OVER 24' [38mm] ".0 [699mml PICKBAR LOCKLUG < < z & HOLE DETAIL 50% OR GREATER NOT OVER 16' 4 1 z 26 1 1/4" DIA 7" NOTES: (2) NUT HX 5/8-11 ZN NYLK M PART# 00981284 [178mm] 0 Uj [667mm] 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER, 26" DIA 1 1/2" 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. (2) NUT HX JAM 5/8-11 ZN 6 [660mm] [38MM] 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. PART# 00981228 > PROFILE 1/4" (6mm) DIA 3 1/8" (2) 1935R LOCK LUG C) 24" DIA NEOPRENE GASKET [79mm] TYPICAL WATERTIGHT (SHORT) PART# 00193585 > z [606mm] IZ7777,b771 LOCK LUG ASSEMBLY MANHOLE FRAME & COVER N.T.S FIG S-I-E I D 0 28 7/16- DIA 5/8" < 1 1 23" DIA [722mml [1 6MM] TD-26 M [584mm] C) w z j a: TYPICAL ANCHOR DETAIL FOR 36" DIA 25" DIA X 06 < 1- SEWERS ON GRADES 20% AND GREATER [9 1 4mm] [635mm] Op 2 w O.D, OF GASKET GROOVE N-VTH N.T.S FRAME SECTION FIG. S-4 SECTION < 00 0 0 WILLIAM J. LEDBETTER Lic. No. 1507-B -SANITARY SEWER N'OTES PROCEDURES FOR INSTALLING LATERALS RIVANNA WATER & SEWER AUTHORITY (RWSA) -IA/,o ( 9- TO THE EX. SANITARY SEWER MAIN IN SERVICE 5. WHEN TAPPING INTO A MANHOLE, BRING THE LATERAL CONNECTION IN ABOVE THE SHELF, b. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFFIC. i ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE . BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST INVERT. A CHANNEL OR TROUGH TO c. ONE-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. RUBBER BOOT. WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4" OR 6" CARRY THE FLOW FROM THE CONNECTION MUST BE BUILT INSIDE THE MANHOLE. d. THE TRENCH MUST BE BACKFILLED WITH 21A STONE, AND COMPACTED AS REQUIRED. 2. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO: SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. 6. THE SEWER LATERAL CONNECTION IS TO BE CONSTRUCTED ONLY TO THE PROPERTY LINE e. PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS. ALL PAVING IS TO BE DONE IN 3. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. ANDIOR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEWER LINE LIES, OR AS ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIFICATIONS.ON STREETS SUBJECT CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A 1. THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING & DIRECTED BY THE INSPECTOR. TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY BETWEEN 9:00 A.M. AND CORE OF A MANHOLE. PERA41TTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES. UPON REQUEST, 7. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL J:00 P.M. 4. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. THE COUNTY WILL FURNISH A LIST OF KNOWN UTILITIES CONTRACTORS ACCEPTABLE TO THE FILE NUMBER 5. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE COUNTY TO PERFORM SUCH WORK HAVE IN HIS POSSESSION ANDIOR FURNISH EVIDENCE UPON REQUEST OF HAVING DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. 6. EXISTING MANHOLES SHALL BE BACKIFTILLED TO ORIGINAL GRADE TO THE SATISFACTION OF 2. IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDA Y - SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR. PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR BUSINESS TO THE 8053 RWSA. THURSDA Y. 8. WORK IN THE STATE RIGHT OF WAY: SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE J. THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT'S CHIEF INSPECTOR 48 HOURS THE VDOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT REQUIREMENTS MUST BE MET. IN ADDITION, THE BUILDING INSPECTOR'S OFFICE MUST PRIOR TO BEGINNING CONSTRUCTION. OF WAY. THE UTILITIES CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION TO BE NOTIFIED FOR FINAL INSPECTION, 4. WHEN TAPPING THE SEWER LINE, A MECHANICAL HOLE CUTTER AND AN APPROVED SADDLE VIRGINIA DEPARTMENT OF TRANSPORTATION FOR PERMISSION TO INSTALL A SERVICE SHEET MUST BE USED. THE TAP MUST BE MADE SO THAT THE SERVICE LATERAL CONNECTION WILL LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND FOR PROVIDING THE CHIEF ENTER THE MAIN LINE ON A SLOPE NO GREATER THAN 45 DEGREES. NO CONNECTION INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING WORK, SHALL BE CUT INTO THE TOP OF A SEWER LINE. 27 OF 32 A PB-I TOP OF FILL NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL -� �- GROUND LINE _ _ = 1=1 11T I I=1 rrrrrr ,rrr I I I=l I I I I'- -' 1 El I I rrrr rrrr I- 11= ' ' N l= rrr rr I� EARTH a I I- rr d rr 1I- a LFI �I I=1 I.I I hI I I=III I I .I MIN. 1/10 D X D X BEDDING MATERIAL NORMAL EARTH FOUNDATION MfN. 1.5 x D MIN. 1,5 x D TOP OF FILL GROUND LINE _ �- _ - TI= _ - -1 I (-III-I rrrrrrrrrr, -' i I -III rrrr 'rrr, + N ROCK OR , UNYIELDING SOIL / =1 MIN. -1_-1 -_I 1/10 DX D X BEDDING LEE MATERIAL PER 1' OF H MIN. 8", MAX. 24" ROCK FOUNDATION PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D ✓- TOP OF FILL MIN. 1/10 PB-1 GENERAL CD-1 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE TOP OF FILL APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE, GROUND LINE s _�- 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL, Ili II FF 11- COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CIRCULAR PIPE CENTER LINE SECTION EARTH (WITH TYPE 1 SELECT MATERIAL) I L� 1. D - OUTSIDE DIAMETER OF PIPE. BEDDING 2. d - INSIDE DIAMETER OF PIPE. �-MATERIAL 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. TRENCH PLACEMENT =I X - 12" WHERE d IS LESS THAN 36". X - 18" WHERE d IS 36" AND GREATER. ,.E-- PAVEMENT SURFACE & BASE 12 :'ICAL) PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45' ELBOW X D X 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) o 0 0 o a o 0 0 o a o a o 0 0 0 0 .� - SUBBASE 4/ 0 0 0 0 0 0 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS, 0 0 0 0 of EW-12 �/ (TYPICAL) FOUNDATION SOFT, YIELDING, OR 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR a-o-b-o-6-0-0-0-0-0-0-0-SELECT MATERIAL TYPEIORx c� . A A � � OTHERWISE UNSUITABLE MATERIAL ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER ' 1,-0' __ , #57 AGGREGATE, # 8 AGGREGATE OR CRUSHED �1 _ ... GLASS MEETING #8 GRADATION REQUIREMENTS. GEOTEXTILE DRAINAGE FABRIC PLAN VIEW 1'-0„ I-F- (PLACEMENT OF SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS CD-1 COMBINATION UNDERDRAIN) MIN.1.5 x D MIN. 1,5 x D ELLIPTICAL PIPE OR �--TOP OF FILL 1. al - OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 - INSIDE SPAN DIMENSION OF PIPE. -�-- PAVEMENT SURFACE &BASE - o a o 0 0 0 0 0 0 E- SUBBASE OR CEMENT STABILIZED SUBBASE - I R E IESO I 3. R- OUTS DE IS D M N I N OF PPE. rrrrrrr, rrr- rrr .; - rrrrrr, rrrrrrr • - rrrrrrrrrrrrrr rrrrrrr, rrrrrrr - „oo00 0 - o • o - SELECT MATERIAL TYPE R OR SUBGRADE rrrrrrrr rr, rrr, rrrrr rrrrr,; rrrrr, rrrrrrr rrrrrrr, rrrrr 4 - Y T 1 0 0- _0 .0 o - o - o - o o (CEMENT OR LIME STABILIZED) rrrr rrrr - _ - X WIDTH OF CLASS L BACKFILL MATERIAL BEYOND HE EXTREMITY OF THE PIPE. ::.. :rrrr rrr N _rrr rrrrrrr, rrrrrrrrrrr = X - 12" WHERE S 2 IS LESS THAN 36". rrrrrrr rrrrrrrrrr - rr rr; :rrr rr,; = rrr X - 18" WHERE S2 IS 36" AND GREATER #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GROUND • ' • r d r ' :LINE + r d :MOUND + _rrr rrrrrrr d rrrrr, rrr,' GROUND 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR GEOTEX E I GLASS MEETING #8 GRADATION REQUIREMENTS. o -_SINE NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR �RAR,CGE I GENERAL NOTES o LESS AND HEIGHT OF COVER 15' OR LESS. 1' -1 =_ - = _ - - =1 = = - -_ - 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE - - III III=III-I (-I (( EARTH -I i j - 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ENTRANCE PIPE WHERE ALL FOUNDATION TYPES FOR ROUTINE S I " S 38 OR LESS AND LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. MIN. 1/10 D ROCK OR UNYIELDING _ / _ ) 2 HEIGHT OF COVER 15 OR LESS. 2. D WITH AGGREGATE AND ROUGHLY HAND TAMPED T TRENCH SHALL BE FILLED TH O MIN. 1/10 D X D X BEDDING MATERIAL /4" PER _) X =1 I I'- hi _ D X SOIL I ! -_. I= MIN.1/10 D _- - - =Ti--iTi-i -- i- - BEDDING INSURE COMPACTNESS. i' OF H MIN. 8", BEDDING MATERIAL EARTH PIPE ARCH NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND MAX. 24" MATERIAL SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2'/. MIN. (3 FOUNDATION SOFT, YIELDING, OR DESIRABLE) GRADE. NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 1. S -SPAN DIMENSION OF PIPE. CRUSHING STRENGTH 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE 2. R = RISE DIMENSION OF PIPE. TYPE OF PIPE OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP .T.4" NOM. DIAMETER W.T. 6" NOM. DIAMETER INLETS OR MANHOLES. ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE EMBANKMENT NOTES' 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL SMOOTH WALL PVC 103 0.153 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, 4. x - WIDTH OF CLASS IBACKFILL MATERIAL_ BEYOND THE EXTREMITY OF THE PIPE. SMOOTH WALL PE 70 PSI )O<X 70 PSI XXX WITH OUTLET PIPE ON LOW SIDE ONLY. CLASS I BACKFILL MATERIAL IN ACCORDANCE 302 OF THE ROAD AND BRIDGE SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES x - 12" WHERE S2 IS LESS THAN 36". x - 18"WHERE S2 IS 36" AND GREATER 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE WITH SECTION SPECIFICATONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE ROAD AND BRIDGE 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S IS 35" OR 2 iE WALL THICKNESS (MIN) -INCHES INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO rrrrr FOR PLASTIC PIPE CLASS I BACKFILL. MATERIAL WITH SECTION 302 OF THE CRUSHED GLASS CONFORMING TO THE LESS AND HEIGHT OF COVER 15' OR LESS. BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. r IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN XXXTESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR USED IN PLACE OF CLASS I BACKFILL, ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND rrrr FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ROAD AN\BDOTANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL METHOD "Al'. 107.01 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION IS-1 / 4 a4 TRANSITION BETWEEN 4 PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES. SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO 1 CONTOUR I OF PIPE HEIGHT OF COVER 15' OR LESS. SPECIFICATION SPECIFICATION INSTALLATION OF PIPE CULVERTS & STORM'. SEWERS �� REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS REV 8f07 302 302 GENERAL NOTES REVISION DATE SHEET 1 OF 1 108.04 303 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 SL-1 #5 BARS Q 8" C-C TYP. #5 BARS \L OFOOUTLETTO DPPE RAIN 70 INVERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS a d SLOPE TO DRAIN TO INVERT OF OUTLET PIPE THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR ( (/ CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE I "" UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, o v f BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE SMOOTH BY MEANS OF HAND TROWELLING. NONE I SHALL BE LEFT M TH OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 4 , DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �vc�o-r STANDARD METHOD O F SHAPING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION .� �. .. .A. .• •. •. :A .,. I I � r�'AMETER DI I �'� .i '• + _I _I i l _ 1 l l l l l IAA•: • ' .;I SECTION A -A Q 8" C-C TYP. B I B • .' 30" DIAMETER T T TT- �• SIZE WALLCTURE THICKNESS AND PLAN NOTES: 1. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE W TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE, STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31, 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). CLASS A3 CONCRETE U. SECTION B-B SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS # 5 BARS Q 8" C-C TYP. • .A .A •A .• . .� .• TYPICAL PRECAST UNIT �� TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE (AT LOWER END OF CUTS) 232 501 VIRGINIA DEPARTMENT OF TRANSPORTATION 70, MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION. DURING CONSTRUCTION. AFTER BACKFILL. ram". TOP OF GROUND s .f- SLOPE COMPAC11ON PER COUNTY SPECIFICATION (REMAINING BACKFILL SHALL NOT CONTAIN ROCK, CLOD, OR DEBRIS MATERIAL LARGER .-36°•.MIN:.. • , . THAN 5" IN ANY DIMENSION. 24" MIN. . . MIN.' INITIAL BACKFLLL* (6" LIFTS) *THOROUGHLY COMPACTED BY HAND OR; APPROVED MECHANICAL TAMPER. EMBEDMENT " ' DIAMETER OF PIPE =...: -.----SPRING LINE OF PIPE HAUNCHING .............--,,-BEDDING: 6" MAX. 4" MIN. NO. 68 STONE w v FOUNDATION (SHALL BE REQUIRED WHEN SOIL ' ' • ' ' • ' ' . ' . CONDITIONS ARE UNSTABLE) [ALL PIPE] NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT �1>�1TH op P1� r1 f ,ok WILLIAM J. LEDBETTER Lic. No. 1507-8 / • a w � 0 Cc q Z O N 14) NQ i,(b Q= CL I ?O ccW E@ OU LLz �g az J- 4 0cb a Z W2 Q �Q rw CID , j Z N \ ZO Urn LU 0 o c44 cri v, V) LU _j rA w LL.Z WLO �0> �o � Z1�- N 0 LU Z W 0 a REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 CONTOUR INTERVAL 2 FOOT U) J < O I- ct) Z W W od 0()()o W T ( Z W, r > 0J Jj 0 Z 'Q �0Z)J T Q 00 ca 0 YC�1 TOO U � �T O o 0 � J � Z m 0 U FILE NUMBER 8053 SHEET 28 OF 32 C �� _.....40 L;L3i9I1 PG 3 —__ —_-_ 836 930'21"\ N j z D_3 1445 PC i8i _ 64 0 \ : SEW' ESM'f---' --� w 2 \ �. 0' SAN �_ I 2 S \ 1 c� Z c=� r"1 n >AN. V. T. I I _-� _ �� \ \ \ 1 U.,1 I o .I 183 08'33" W 187.74 T�? Q�i ON .01 21 r'EEl_/ o I / O AMMiY Ak G O GE 1 I N \ �. \ \ U No, 0466001817 BLOCK 30 i' 0 ��P p \ \ w o I I 10 Z. I 7>,, %s �G CT \ \ `scA \ \ 1 1 I o I / / s' \ \ 6 \ �. I I � I 12 �T TL— GT _ __ _ P 0, — A 7 7, \C7 - .777-7 \ \ \\ \ \ \ �� P%S% % 6 . - :~ ~ .. ....... .... .. .. A,,/\ / /in / 13 / �Q / 5 '` • ... .. .. .. 37+00 ... ..'. • 3, \ / / / `n �i O \ \ \ = . .. ..... ... / \o 28 ` 3g / \ ra- P ... ....' DIST. /.. i �s / / / ��• ESM'T 1VAT % 5'y ;>DRAINAGE.\ '/ < \ \ i; .. . \ . ` \ \ / VAR. WID. '' \ \ / . /.. \ \ \ VAR..'.WID. ,.\ \ PUBLIC \ \ j `\ :\ \j .... .- \ ..�.. DRAINAGE. \ \ ry„ \ ti DRA \ ESM'T 1- \ �o r / \ A \\ VAr7,. WIDTH SAN. 3 � . / / /' /..' \ \!\� / 1�W. ESM'T n 1 \ \ T f f q i / i \ 1 / \. �\ SIGHT DIST. \ \ \\r .' / / \ y , \ \ i = Irk / -% • \ \ I a % i ..gig -': .' ! i - \ '� Y-' '''� �,=1 ✓=-- ; - \`� ", I LA /, (P ; \ '\ p ( / /' ' VAR. WID. I / y'''' \ .. ... �`" \ �`'� -/ r % PUBLIC \ y ......... \ \ �/ / \ \ / EN " i SIGHT cn .. 1 \ ` S r DRAINAGE. I ! \ \ S N'� j ° . ' ESM'T DIST. .... " / 'f \\ ... ... \. /.. 1`Z AR ..' .... VAR. WID ESM'T 'i!.... / PUBLIC \i _ ` \ .... t� R '" ., . </ESM'T \.w `` o' ' ..... ( IT I I \/ R \ i ,, i •` '1 � � ` it tt t i ', � s6,�\ \ • ( .a. j � I � \ _/ 1 � � . r � / AR i i i t , t ``t , '', t 20 • \ L` 1 / u /:-'' 0 .. `; VAR. WID. Q ... I I 1 `k0 \` \ I PUBLIC 18 1 +'t. 1 t \\'`.- �..... DRAINAGE. t' SIGHT k 1 �\ i Ii DIST.'.,: O %.'' % l'•.. ...�! \ ESM'T I+ ; ... - \ a\ ;c °� i ESM'T �,I t 1 % \a T / \'\,` .. G, ,'i t 1 V ' .1� • 't t �t t R:, �( a a > AR j / �80 . f " / ' ,, \ ~ \+ 20' w/L 1 21 (p' 1 ' , l ' % �o J AR \ \ ��, ESM'T ' V , I y 1iC .".'.'.'. .'\ -t" J/.- .. 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NER , E� 1 ENT t, OUT 5� Esi0 NMp S MP R ♦ ' t, , 1 1 1 • t' ;1 xt �;��`.:=•-� J � USE IING: \ tip',..'t _ �' r 0 \ \ d� t _. t t t t t t t k .... . :' I I I tom' C� I � I � I J �r I I�\1 � I J ICQ CO z Wlp• DRAINAGE. ESM'T— _._, — A1CN ��NE SHEET 3� • a w 0 .►W NCo N °° � NQ Q1` ZO C0 cc W > @) wo J Z rr� g Q Z 0 0 WQ 2 (�Q �:W dd _ O o J rC LO o N 0 LL �cc W CCr z W aW V W Z W o a. REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE ill =30' ----------------------------- CONTOUR INTERVAL N/A n L') z W od 0 W n Q z r L.L Z g OJT > W� '- CLJ Cfl 'j z Q— T- �-- 0 U < 0 %.5 DJ I— 062 z //�� U) W c y 0 Q Jv 000 FILE NUMBER 8053 SHEET 29 OF 32 r., �1 \, -f; ��'` ",Z O C�.S\�'C \ G iDl�� _ C.'.' I..iVp -.'` , . . vI \ i\ r,. .\ ,\ i z m A 11 """ -C G G) r `` iN� X• y n m 'J ./ 5 \ \. M \. - ti ES o i I'i \ A O ' CSC i� G� =� _ SEW• �'` 4 u`t u - V' L SA 1 z'` ��m G 11 z z A ) ` \ \ \ t' Nm �z 11 z m oz \ � \ - \\,; �.,, .. �` . 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I QR 1 - 1 \ k 0 s I \ N 7 8 } i L 21 \ it , — _ / 2 I .,' G - T - I - G2R �: r t - - .\ • i f • 11 �' a-\ � 8 _ - _ a\\,\ _ 1 11 - �.. - - 0 I 't: ! - 1 Tj W \ i - V I '\ I —` K t - R I VA� I I I I` -- - \ I I t - - I t _ _-" J = W t GT \ 20' i W L i t - '\ t. _ la - _ R - - \ \ :p� . W D 1NAGE. S --- 'i t _! _ _ E M' VAR. W D. I I \, ' / I - �. 2 'rt\ t a - ESM'T ��- A ! ! t i" i I° i t - �! t�`. l l PUBLIC I _- N - t i - - I i I 22 i - - G - :a t,= , i' t _ i i V V. W: - GT 1 'i I i ' ! ! ! M ; I I : �� DR I y, _ - t - - AINAGE. _ 44 ' J! - I - GT - � \ —� . ,: I Q - 0 W -- GT � ,' t I" - V - 4 1 8 _ " P r- 2 - I _ - 1 I _ - i r - - \ \ I I - `I - b _ I - \ \ 1 _ _ _ ESM'T \ i i !, ! /Z1 I I - - - 1 i 2 \! t 1 - I- _ — T \ - x- \ 11 1 a o I i i; _ - 23 -- o I = - \\ \ __._ . I I I + • -t I 1 �� _ _- < = H C o - _ I _ _ , i +o - i 1811 I< 3 I _._.--- I 11 --._._ \ !: ! W - \ \, \\ \ I° \ _ - /�, " — 24 i 11 r i ---- , __ 11 GT 1 1 7 \ 1 b k \ \i I _ j i _ "_ - GT 1 \ \ \ �:_ i ; . _ _ --_-_- _:____` :11 I i\'`i! , OR::::: GT 1 1 n�" \ D 7 I 1 I I 3 %._\ I to 4 'I i r Y 1 4 '' -• \ \ VAR. WIDTH S 1 V, I ! 1 li r /J \ I I ,I , _ _--._-_.. - - GT 13 -,- r i < - '' S �\ \ SEW ES I I. i I -- o ` i SI HT DIST a _.._. i 11 I I \ 1 _ \\�+Q� \\ \ ESM'T /I I I l tI j i I Z I Y QI� : 1 S' _i. \ \\ r \; I I I i ( �. \ __ - - 1 b I :i I i cn I I _ }__ I • 12 \ " — \ \.\ �a \ A i 11 \ --- \ I I I _s - "'gyp✓ I - \ , \\ \ r - _ _ I 1 I 1� ! L--- - -- 7 711 __- _.t .:' i i t, r4 I I Nw. i 1 \\\ \,\ \ l I I I. O f t .! c V I: ----©_._W..._._._ \ I .xi o �I 1 (y.��/ �G R� "/'� AR WID �\�; 4` I. t 1 I I. 1': O.k I 4 f k N I. O .t t 1 V .1' - \ �a.: ._.. t — ' _ _ -- i,� \ 9 — — - j , - I:. ESM'T �._ Cr -o . a�� e R� _ • \ y. R� - PUBLIC 1 i _ DR \ �E AINAGE I i- -- --- I: I i CT : : f '! -- + , P w P` \ _ r . . \ , a I IQR • I QR _ 24 : R. p�A ESM'T \ O .; i is ` i I _..-"-' � iA I VAR. WID. - - \ 1 9 \; I I i I j _-- I :. : t L, ..____., _ 1 °i. l - t 20' WID. .�--- .._ -_ __. - 1 \ . I \ `\\ \: .. 7 - I. ' -- I Q7 PRIVATE _ _ \ \ cS � I " ! _ ___....� I . i _ r'" PRIVATE 1 7 i I ! i _- I I DRAINAGE. \ \ r ti1s 1 VAR. WID. \ >_ 4 I . i t _ _ I i DRAINAGE. I \ _t; \ \\ : o VAR.; WID.: It 1%k I I :�: i ESM T -\- _- \� \ �___ ;, PUBLIC \ .: I ,' I I t ,,> ; I 1 ESM' — - - 'f~ -\r, r? PUBLI . , ! " I ,. - :I �- I `;,,;,,.,. .. ,.; L ..- C :1 . `; ''I 1 DRAINAGE. t � f� i 11 I 1 --� __._-.----_. --.__ \ - S ' _� : 20 \i° 1 I _ I II i yt" G.° . -- �sE'ih - t; t SIGHT 1 __- I i . ! I m .. :' - ©' P \ ;;} DIST. l I I i I \� — - 1 _._ _.__ \ _ \ , Lam:; ;"s `` yt ;4 1 J s ! -_'- -'-.- - I H I - 1 ! I ::I —_-. -e;,! . ' : �\ _ : i . " . \ r- - t ' t..�. ,tt`i J J _- - - \l 1 / -, _. _ . ' i _ , _ I .; I _.__ I ' 18 / I 1 --- a - 22 ::I i i ;Q _ ,, \ \ 23 _, - i I D 1 1 t I I : 0 ``\ \ \ \ 20' W L ,- \, . ., - _' i _ - -_ I w I G2R v � { --. - W / - I i }� °I, 25 - .IA I t I ! 1 +. .1 I 1 k . .:/ l:. ! \'.._ - _ _ : - - - : 4> " ? . ! /.'V / t O I Iv . I v---" \ \ _ '/ / __ 1 2b _ .._._ - -_.._ i ! i `l t t P 1 61 I `! \ , _ - - -1'.�-- ._._ -_l I al ; I . .I_ } .I .1 I + t', - - - - .3. mot' /%:, i `. ,, QR W 3. _ r i i ___ -\ 1 28 \ QR _ 1 = r I 1 \ t QR '" VAR. WID. I 1 I 1 I- I to ! 1 1 • 1 - - ti , -,! \ - - • \ PUBLIC I I �- I _ -' = z. 29 I `I _ I OR — o �. - i • 0 DRAINAGE. _ , t i - - \ I I -- ; _a I \ _ _ 3 19 _ _ T I !.______-'-"-I , r_.____ i t nI \ �,"/ \. _ OR __-� L �; \ os,, sM' I -- _- 30 _. _ 1- - _ o = � I I d t `! 20' PRIVATE i !i N \ S \/ \ X _ -� QR _ 2 _ _ .LaI 31 � I f �, DRAINAGE. ! • n, t _ \_t �.� _ _ ', ._ ' I ,, it I l\ - - � - • - A \ I m \ — - (rl --------..--- A,I _, ESM'T ---- .--"- I It p QR - ' " 0 - --- _ _ — QR 2. ° : —T_ _ _ _ I I I 13 _.._-__._ VAR. WID. :., - 1+.0 _ - == - _+- _ - \�' I I t _ — I Q - - : ,I, _ �! !, I i -__._ __..r I i I - I I I. PUBLIC _ _ .-- 1 -" 1 ! GE � " I _ _ I i I.. I DRAINA . - W SD - y " I1 1 ! i I ! 1' ESM'T - `~ 80 \\ _ ,f" QR i 7 �. I 7 I - " I I _ _._._ 1I - --- ___ 1 i � - — - E ; A.L.- 1 7, ! - k - - - I_ \ II _ ._-'---'_.-____ '- I VAR. WID. PUBLIC i, \j I: of - W: \-- -P " I I I - -- • - . • -- A� s DRAINAGE. ESM'T t� _ _ - - `> - - \ ! O _ I` I _ _ - 1 I i i I I - W �.~ 1 i I t \ - - - A - " a i' I f i ` - __ I 14 t 1 \ I �. - p!N w _ - ! ° ! __ 1 - I _"_ ' , II I , 11 , II _ 1 I _._ 20' W/L % l , ` " 20 - )i I, f� I ._ i t \ o: ESM'T \,J . . _ ` III l I I° I t°,'� I o , i f%. + _----- _ OR 1 W OR '; ', . li { VAR. WID. PUBLIC / \ o \�-- I� 11 \ I li IL 1 DRAINAGE. ESM'T I I - /� • - OR y \ .I I _. \ - _ _ _ 1 __.._.___ - I J 2a+ OR:::: QR I > I I ! _ —_ \. FAR •> VTA �m 1 �I s E= X. OPf /�1 - '-- - - — _- _ �f E_� -. -_ . :_ 111. � - � I / -5955 Pc i _ . . . .I . ' _.. + �- r >n\ "._ f� R' '/ _ y '�+ -. // 1. ._ _ _ _ . r -._-- " L ' ' -.-_ - - - --�— \op-%p I AMMO MAZ. O GE _> ',j $ '%'�� . y, ( ~ PLAT RECORDED @ ' -' \„s \'�� n 1 No 0466001817 'L le D.B. 4257 PP. 377-388 G ��'�'C'4�O& � ARC_ SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET _ A • U a <� w 4 � O U ^LU N M O 2 0No �6 ¢_ 4 Q'` — cc O rzW ;O Z 0 U > u_ w Z Q. Z Ld Z !Q 0 oQ) Fb¢ Z wM U W Q � , Q � O � � 4Z ccN CC Q , = 4 Z� 0o 23 W 0� I N � � d� W rc rc V, Z)x !� %J O u_ V) W J LLZ WLO (i , v N 0 - N O LLJ %". %6 Z n aW �rn d' 4 wt Q rR W V Z O W = 0 0- REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE ill = 30' CONTOUR INTERVAL N/A o �J co W 06 z 00 r Q.. Z a. J •` r 0 fl: w> — C- J Q— CO r -� z z 0 — �-- UQ �jr O �-j I— T 062 V) Y as w co —j U Q 000 J co W i+ FILE NUMBER 8053 I -- SHEET I 30 OF 32 1 __ J 9 10 B C .\30\\ s 8 \\ 9 1 '1 10 »� b \ 7 ,s12 /\ 5 ./ 13 \ 4 \• 4 \ /' b 9 O 20 ny1\ JA f r 2 S \ b. Irk:r 3 4 0 7 law lasso 3 4 5 28 ,l i AI 29 l 30 l 41 4 � Y8 31 ?J 11 U am 1 gas NOW1l 1'tl 1 1' 6 7 YINRRD S f-tc,E B O K 17,' q 10 11 12 13 14 j i'11 JSPAPEN CE G ' 117 18 19 16 15 'I PE \ ` \gooSoo 21 000 33 00 - \. 31 32 I 't f 10 8 9 �+KET PARK H 24 , , PW \ 1 w 6 5 4 - "NA y �l 216 17 18 r 19 14 ^s•, 18 13 �. 17 ♦ 12 y cJ'(F'�►�� 16 1014 8 RO� 13 �v` 9 \ 7 .:-QN 3� 5 =-- C 4 �l ,l 25 ai 30 29 28 27 26 f T4 - Isis] 10 rr. 3 SCALE 1" = 100 ' 100 50 0 100 200 12 �.r. 0 2 ' OL 1 SCALE IN FEET ' _ MAILBOX LOCATION MAP KEY DESCRIPTION OA 12 BOXES - BLOCK 30 LOTS 1-7; BLOCK 16 LOTS 1-3 PLUS 2 AFFORDABLE ACCESSORY UNITS OB 14 BOXES - BLOCK 10 LOTS 1-6, 10-17 11 BOXES - BLOCK 10 L 0 TS 7-9, 18-25 OD 7 BOXES - BLOCK 30 LOTS 8-14 EO 16 BOXES - BLOCK 16 LOTS 14-27 PLUS 2 AFFORDABLE ACCESSORY UNITS FO 16 BOXES - BLOCK 16 LOTS 4-13, 28- 31 PLUS 2 AFFORDABLE ACCESSORY UNITS O 16 BOXES - BLOCK 17 L 0 TS 1-14 PLUS 2 AFFORDABLE UNITS OH 14 BOXES - BLOCK 18 LOTS 15-22, 31-24 PLUS 2 AFFORDABLE ACCESSORY UNITS (J 16 BOXES - BLOCK 15 LOTS 4-9, 13-18; BLOCK 31A LOTS 4-7 �J 10 BOXES - BLOCK 18 LOTS 23-30 PLUS 2 AFFORDABLE ACCESSORY UNITS OK 9 BOXES - BLOCK 15 LOTS 1-3, 10-12; BLOCK 31A LOTS 1-3 OL 12 BOXES -BLOCK 12 L 0 TS 8-19 STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - PROPOSED ROWCROSS STREET 4915 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 98.3 STREET TREES REQUIRED 99 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED GOLF DRIVE 1096 LINEAR FEET OF ROAD FRONTAGE © 1 TREE / 50 LINEAR FEET = 21.9 STREET TREES REQUIRED 22 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED UPLAND DRIVE 966 LINEAR FEET OF ROAD FRONTAGE (9 1 TREE / 50 LINEAR FEET = 19.3 STREET TREES REQUIRED STREET TREE CALCULATIONS - PROPOSED HIGHGATE ROW 1058 LINEAR FEET OF ROAD FRONTAGE © I TREE / 50 LINEAR FEET = 21.2 STREET TREES REQUIRED 22 STREET TREES PROVIDED STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED, 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY' CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 10. 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. DECIDUOUS TREE PLANTING DETAIL GALVANIZED GUY WIRE GALVANIZED. GUY WIRE SHREDDED HARDWOOD MULCH MIN. 3" DEPTH 2"X2" HARDWOOD ' STAKES \�1:20` BALL DIAMETER BBER HOSE 2"X2" HARDWOOD ------STAKES -WRAPPING REMOVE BURLAP FROM TOP 1 /3 OF BALL iEARTH BERM iAROUND TREE PLANT LIST HEIGHT QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER © PLANTING SPACING SPECS. 41 GT Gleditsia triacanthos SHADEMASTER 1.5" MIN. 11' AS B & B' inermis"Shademaster" HONEYLOCUST 72 AF, Acer rubrum RED MAPLE 1.5" MIN. 11' B & B' 50 G2R Quercus rubra NORTHERN RED OAK 1.5" MIN. 11' SHOWN B & B TH 0� AMMO VAR' GAO GE � No 0466001817 MCA pE ARC���� 0 T �• V � ° � ..W �_ Z 0 c0 N to cq laft �� Z Cc @ 0U O Z UQ jzW Q � i� N Q` _U) UN O Q ce) 'a LE i, O (Yn, W J vJ u7 rz 0> �o z r.� 4, W rn Z p W a. REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 CONTOUR INTERVAL N/A 10 Q c 0 W 06 J X mr {� Q Z > T Q -- 0 W O W 06 W U? w m 0 Z J ri Q W O0 0 0 Z FILE NUMBER 8053 SHEET 32 OF 32