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HomeMy WebLinkAboutSUB201600213 Plan - Approved Road Plan and Comps. 2019-04-09FINAL ROAD PLAN � SUB�2016�213 GENERAL NOTES: DEVELOPER: NEW BELVEDERE, INC 610 WEST RIO ROAD CHARLOTTESVILLE, VA 22901 OWNER: TMP 062A3-00-00-00100 TMP 06100-00-00-16000 DB 4966, PG 372 DB 4966, PG 361 BELVEDERE LAND HOLDING LLC NEW BELVEDERE INC 610 WEST RIO ROAD 610 WEST RIO ROAD CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22901 TMP 06200-00-00-002Ai DB 4966, PG 372 NEW BELVEDERE INC 610 WEST RIO ROAD CHARLOTTESVILLE, VA 22901 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: SCOTT COLLINS, PE 434.293,3719 TAX PARCEL #: 06100-00-00-16000,062A3-00-00-00100 & 06200-00-00-002A1 TOTAL ACREAGE: 06100-00-00-16000(PORTION): 4.76 AC. 062A3-00-00-00 100 (PORTION): 2.29 AC. 06200-00-00-002A1 (PORTION: 1.00 AC. TOTAL: 8.05 AC. ZONING: NMD PER ZMA# 2004-07 w/ BELVEDERE COD APPROVAL ON JANUARY 5, 2010 (ACCOMPANIED BY ALL APPROVED VARIATION REQUESTS, WITH THE LAST VARIATION APPROVAL, VARIATION #55, DATED 11-07-2018). NOTE: THIS FINAL ROAD PLAN INCLUDES PORTIONS OF BLOCKS 4 AND 7 FROM THE APPROVED REZONING PLAN. ANY REMAINING PORTIONS SHALL BE PLATTED WITH PHASE IIC. PROPOSED USE: 32 SINGLE FAMILY DETACHED LOTS AND CARRIAGE UNITS DEVELOPMENT DENSITY: PER APPROVED REZONING CODE OF DEVELOPMENT BLOCK REMAINING ALLOWABLE LOTS PROPOSED LOTS ALLOWABLE CARRIAGE UNITS 4 20 20 13-17 UNITS 7 7 7 0-12 UNITS 9 5 5 0 UNITS 32 LOTS 32 LOTS 13-29 UNITS PARKING: FOR BLOCKS 4 & 7 - PARKING ON LOTS AVAILABLE IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED VIA ALLEYS. DRIVEWAYS FROM FARROW DRIVE SHALL BE PROVIDED FOR THE LOTS WITHIN BLOCK 9, ON -STREET PARKING IS AVAILABLE AS SHOWN ON THIS SHEET. SOURCE OF BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES 2016 ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY DATED JANUARY 2016 DATUM: ELEVATIONS BASED ON NAD '83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA WATERSHED: SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS IN ACCORDANCE WITH THE CODE OF DEVELOPMENT AND COUNTY REQUIREMENTS. STREET TREES SHALL BE A MINIMUM OF 2-1/2 CALIPER. ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA PUBLIC ROADS AND, PRIVATE ALLEYWAYS, INCLUDING BELVEDERE DRIVE AND FARROW DRIVE. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE PUBLIC. PHASING: THIS PROJECT SHALL BE CONSTRUCTED IN (2) PHASES BUILDING SITES: LOTS 197 TO 228 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. IN ADDITION, THE RESIDUE OF PARCELS TMP 62A3-1, 62-2A1, & 61-160 ALL CONTAIN A BUILDING SITE WHICH COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE AND BEL',VEDERE CODE OF DEVELOPMENT. CONSERVATION PLAN: A CONSERVATION PLAN SHALL BE REQUIRED WITH FINAL ROAD PLANS. CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE. IMPERVIOUS AREAS: ROADS & ALLEYS: 3.06 AC. SIDEWALKS: 0.54 AC. LOT BUILDABLE AREA: 3.23 AC. TOTAL 6.83 AC. ACREAGES: LOTS: 4.51 AC. R/W: 2.99 AC. OPEN SPACE: 0.49 AC. NOTES: 1. A & MAINTENANCE EASEMENT SHALL BE REQUIRED ON ALL PROPERTIES ADJACENT TO PROPERTIES WITH SIDE YARD SETBACKS LESS THAN 4'-11". THESE EASEMENTS SHALL BE SHOWN ON THE FINAL SUBDIVISION PLAT. 2. THERE ARE MANAGED STEEP SLOPES ON THIS PORTION OF THE BELVEDERE PROPERTY, AS SHOWN ON THE PLANS. 3. TRASH SHALL BE ACCOMMODATED WITH INDIVIDUAL TRASH CONTAINERS FOR EACH LOT. GREEN SPACE/ OPEN SPACE PROPOSED: CONSERVATION AREA(AC) PRESERVATION AREA(AC) OPEN SPACE(AC} TOTAL GREEN SPACE (AC) BLOCK 4: 0 0 0.22 0.22 BLOCK 7: 0 0 0.00 0.00 BLOCK 9: 0 0.22 0.05 0.27 TOTAL 0.0 0.22 0.27 0.49 NOTE: ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION. -i h",# 19hollm"10"U"1159 ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' SETBACKS: TABLE 9 FROM CODE OF DEVELOPMENT TABLE 9: BLOCK 2-10 RESIDENTIAL LOT REGULATIONS Variation #21 (approved 3.24.08 & revised 7.25.08) "build -to" range Variation #22 (approved 3.24.08 & revised 7,25.08) alleyfed rearsetback Variation 437 (approved 3.15.11) in Block 4A, lots A-K, front "build to" lines of 36'-44' Variation#39 (a pproved 4.12. 11) allows the encroachment of steps inthe 4'frontyard setbackfor Lot 130. Variation 440 (approved 4.12.11) modifies Note 1 in Table 9 Variation #43 (approved 6.02.11) increases build -to line for Block 2 townhome units facing the Reserve at Belvedere Variation #55 (approved 11.7,18)-updated minimum lot frontage for Block 9 residential lots, reducing the minimum size from 60'+to 55' lot sizes. Primary Structures 1, 4, 7 Carriage Houses & Accessory Structures Townhouse SF30'-40' SF41'-50' SF51'-60' SF>60' All Lots Front Build -to from Street 2 81-16' 8'-16' 8'-16' 8'-16' 16' (same as Primary Structure) Side Setback 3, 4 0' 33' 3' 5' (same as Primary Structure) Rear 1 10' 10' 10' 10' 10' 4' Rear 4' 4' 4' 1 4' 10' 4' 1. Porches (1 & 2 story), stairs, balconies, baywindows, planters, chimneys, terraces, eaves, and entrance stoops manyencroach into the area between the minimum build -to range andthefront R.O.W. line upto4'fromthefrontR.O.W,line, Theymayencroach into the area between the rear setback up to 4'from the property line or, in the case of an alleyeasement, within 4'from the easement boundary. Stairs mayencroach into the area between the minimum build -to range and the front r.o.w line up to 3' from the front r.o.w line, provided the distance between the back ofthe sidewalkand the stairs is no less than 4' (Variation440). 2. No encroachments are allowed within the minimum side yard. 3. Where a side setback of less than 4'11" is used, a 6' maintenance easement shall be recorded on all properties adjacent to the side setback of less tha n 4'11". 4. Where an alleyadjoins a side yard, the minimumsetback is 3'. 5. Carraige houses must be located to the rearofthe primary residence. 6. Other accessory structures may not be placed in front of the primarystructure. Restrictions Governing Structures Extending Beyond the Front Build -to Line Covered Porches Townhomes Covered Porches Single Family Homes Open Porches Single Family & Townhome Min Depth 1 Max Depth Min Width 4' 10, 8' 5' 10, 8' 3' 5' 4' 1. The dimensions of a porch sha 11 be measured from the edge of the house to edge of the floor area and shall not include any ste NOTE: PROPOSED ALLEYS OUTSIDE OF THE NMD BELVEDERE AREA WILL BE OWNED AND MAINTAINED BY THE HOA. ALL HOA AND MAINTENANCE AGREEMENTS SHALL BE REVIEWED BY THE COUNTY ATTORNEY'S OFFICE. IMEND -� -� EXISTING CULVERT ... .... EARTH DITCH CUL VERT DRI VEWA Y CUL VERT DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS CURB & GUTTER PROPOSED PAVEMENT _W VDOT STANDARD STOP SIGN EC-3A DITCH--�---" � EXISTING CONTOUR 6" DEPTH OF EC-3A DITCH 2O0 PROPOSED CONTOUR - EC-2 DITCH 240.55 PROPOSED SPOT ELEVATION DEPTH OF EC-2 DITCH T/B DENOTES TOP OF BOX TBC DENOTES TO"ACK OF CURB Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 LAYOUT 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6_ 6A NOTES, CROSS -SECTIONS, & DETAILS ( NOTES, CROSS -SECTIONS, & DETAILS 7 ROAD PROFILES S ROAD PROFILES 9 ROAD PROFILES 10 UTILITY PROFILES 11 UTILITY PROFILES 12 _ STORM SEWER PROFILES 13 t STORM SEWER PROFILES 14 DRAINAGE MAP is DRAINAGE CALCULATIONS 16 LANDSCAPING PLAN 17 LANDSCAPING DETAILS 18 PLAN DETAILS 19 PLAN DETAILS 20 SIGHT DISTANCE PROFILES 21 SIGHT DISTANCE PROFILES 22 SIGHT DISTANCE PROFILES 23 SIGHT DISTANCE PROFILES TOTAL NUMBER OF SHEETS: 24 SHEETS APPROVED by the Albemarle County Community Development Department Date !> z c File;J.;i '. NOTE: ROAD PLANS ONLY -THIS PLAN IS ONLY FOR THE APPROVAL OF THOSE ELEMENTS ASSOCIATED WITH THE CONSTRUCTION OF THE ROAD IMPROVEMENTS AS SHOWN FOR THE BELVEDERE PHASE IIB ROADWAYS AND THE REQUIRED OPEN SPACE AMENITIES SCOTT R. COLLINS�Z ? Lie. No. 035791, SOCCER ORGANIZATION OF _'CHARLOTTESVI'LL&ALBE.MARLE INC EXISTING PROPERTY LINE (TYP.) 43052 A SIGH EASE BELVEDE ERE OULEVARD CHORD L=iI5.84', ASSOCIATION INC CURVE L=:L22..24 _CHORD 8EARING=No155'-="E 8o ACRES -- � - zc LLJ BN CCC FN - DRN�VVAYA[[E5�EASEyWENT~- - -- --' oo -_ _ � 0U/, /1 It k. 534" 5S74' 6'13" - ------ - ---- EXISTING PROPERTY LINE (TYP.) 77 GRAVEL DRIVE7'_W­ AY t' � - \' ` \ ` 1 //'/ 2 __ � ' // / ~'~~ '~-- / '' ~~ 2oA[SA-- __--'- / ~^`~'`~~^^~~~~^'`'` ^- ' / ^, 0 ����55�`����~�� VVAJEREAS�YNENT -- un4Su3 ��39� - . , � / .� - " ` - '' � '- /' '/ DQ46PGo6 / - ~ ' � ` � ` _ _ _ _ _ __ ~' � ~~ � � - / ' � 0 VPC BSEMENT / -' �� '� ~ ^ � - ` '// ,-— �' ~- ' ~ DB PG � �~~ / ~� 4544, ~- � �~ CURVE w=z4�u - E �� ��� � � ' PRK/ATE l/ /,_-~~' z7`^ '/ ,,CHuRu�uE*m/mu=5o`ogzTE _ ___ ~`__ ~_-_ _~__~_ � DRAINAGE ' EASEMENT ~~ � 555* ^^~~��~ � ~~� / '/R|yATE � ~ 4586PGznG \ ' �>---- ___ ~- --'- -_---- ''- ---- ' -' \ ,/ --~-~ _~-���� ~^ /DRA|NAGEzm�pEK8ENT \ \ � '`�`��\� --~' \\\\`� `\\ \ - �/_ --- - ~_-'-'^~ T�� o��(�Q�66-oo-l6o{]Q_---'-'� TMP o62A3-oo-oo-ooiAo SOCCER ORGANIZATION OF CHAR LOTTESVI LLE-ALB EMARLE INC DI3 4299 PG 328 F------ - -- - -- ____ � : I I TMP o62A3-oo-oo-oo1.00 BELVEDERE LAND HOLDINGS LLC IDI3 4966 PG 372 i I __ - I I I - --I--- -_ I - r� 0 X i Fn .1:j zin G) 0 -, r- , I co 3 m 00 70 r- ! __-I r) (_0 ;u --I 0 ;0 > m 0 1 m ,l ---I Ln T-I-- Z? ::� I p !I - TO I � I �, SIGHT DISTANCE -335' V I Ln 11 I I I � 11 --,*N H 0 0 1 � TMP o62A3-00-00-00-100 _0 I FG11 PRIVATE ALLEY TO BE OWNED & MAINTAINED I PROPOSED 20' UTILITY 00 VARIABLE WIDTH ACCESS , I , 1 F2 NOTE: ALL LOTS SHALL HAVE 6' MAINTENANCE m 61 BELVEDERE LAND HOLDING LLC " �� BY THE BELVEDERE HOA (TYPICAL ALL)- \!, EASEMENTS ALONG THE SIDE YARDS AS SHOWN. I -11, T ,�j 1_____l 1, �1 11� u w l), p _.�ASEMENT (TYP.) . I I co rg DI3 4966 PIG 372 - + Z I �Ip_ -1 0 IP THESE EASEMENTS ARE TO THE ADJOINING PROPERTY - + .� ,� - 0 � '-1 ;s �l �a:i," I - ! r) ! _F7.9 v '�, ,I I 0 - - T_"� * 1-,.f,r - 0 �; ACREAGE: 90-778o ACRES �Q . i OWNER FOR MAINTENANCE OF NOT ONLY THEIR FENCES - - �i . I PROPOSED NO PARKING " i� 1, ni lt`,�, �.,'- O..� + .- :,. 'F �, 1. SC T R. COLLINS'-;',' SIGN FOR THE ---'+ - Lil I T `_ CL NOTE: ALL PROPOSED PUBLIC R/W ARE HEREBY ' - - +7-�. - I 1-,'_�",i 6 BUT FOR ANY IMPROVEMENTS INCLUDING THE HOUSE. I_� + � .9 .... .0- 0 �p -C I � DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC U ,,_ [ , - � , _ ;I . . . � + f- � �2 � i � . . TEMPORARY CUL-DE-SAC ..-. . - 0.*-- _. I ( SE) �, 11� - - .�.'. . . x �� Ln %�. .._­ .� .- . I . . . _.. I �,_ I I � . �1. ­ . . - -+­ '' , . , .. - .0 i - -- 1. , -36'F/C-F/C .. -./ . . .1 .. . - . . i-.� ..a-, �, . '. - .. ". .. - \ ., S.... .. - �:; , ! 32 3 , . . ... . ... �.._\ Ln ... -1t, ;I I f - .. .1 . .I.-- . .I. . �.., )...... .. � ,:�: - go'.. I TMP o62A -oo-oo-omoo I Irg .. - .. .�.. ... 11 I p � - ­. -7-- . . . I .. ... IV) -. ,� I' I +' * + . . . ... . I )i ROPOSED STOP SIGN (TYP.) P.) NOTE: ALL ALLEYS HAVE EIP-E/P ON i + � - -� � + I P: I - . - .. 4 ...'. - � I.. +. +. I -.1 ROPOSED STOP SIGN (TY � ­­*. ,.,FrL .- ", BELVEDERE LAND HOLDING LLC ­,;�,, . � . / I . I : A - . .-I - .. -.*., - _. .,. -, I - Lri . . . .11 : . - . -� � � - � , t I - + ! L,n AN UNOBSTRUCTED , I . ��y I � . .. . . .... ...... I -u ul EXISTING ACCESS EASEMENT - 0 I t, �........ . ;:,. ,-_ PROPOSED ROADWAY TO ACCOMODATE r)R A AA Pr. -7-') -IONAL �0) . . . . . .. . 0 .. � p . _u . . I ... .. .. .4 __-I I t I I PROP051:13 DRAINAGE TRAVEL WIDTH OF 20 ;!" ....�..__Il - . .1.71 PARKING ON BOTH SIDES OF THE ROAD -7 j OLLVIL-ULMIL DLVU. I LIMITS OF PHASE IIB % 0. -. , � TO BE VACATED . ... �7 * ,.....+, -i-C. - .." DRIVEWAY ACCESS . - . . . , I . . .. 1 Lm-- �*, WHEN THE ROADWAY IS EXTENDED , 11 � . . p ] 11 L-1 .* _. ., � I _... IBBON " - . .1 ...1 ACREAGE: 90-778o ACRES kA + . . ---i 4 I - . . - I EASEMEN % . * , . :� .- . . . . , . - . A r� . - ul ;u , - � . � 0 . . - 1, _.. - . . 11 PRELIMINARY PLAT N .0 0 / - _J __ _. (ALLEY P) .- - 11 (ALLEY P) __ -, ;j I . - ', WITH FUTURE DEVELOPMENT. THE (5) * � , - , - . 6i :� CL lz� -1: -, __ ., - . z-.1 ., ... ..... CORNELIUS ALLEY - __ ..... if 1.'� I DB 3149, PIS 96 .. j l Wl. CORNELIUSALLEY 1, A .1 - . . ..-., FUTURE PARKING SPACES ARE DENOTED - L.n '. 1. - _. - * - " . � .. Ln'� :. - I j-, 1;0' X .. . . k -- - _ii� 1, DB 3595, PG 55 � . � �."J.-.- .- I .. . I - N - - (PROPOSED PRIVATE ALLEY - 2o'R/W) 1 04-k-r- . - - . � I (PROPOSED PRIVATE ALLEY - 2o'R/W) ­ - . - I , l.-u .. WITH A (F) SYMBOL ,- I I - .. .- . - - - - --I [a -1-N � i � , _ , 4, b+ G I ­ �� - + - ' �--2 11 ­ . . . .. - 1.1 I>- - .. - - - . -' --- - - "'.. � � ­­ -- , , -, 5 i, - , � . __ ___ _1­50; . . . 'f", , * , - . -� --�-.- - -� "", 23 6�� - , 7i_ .. .-� �_ f� .. - -.1 4�* 25 - s+501-­--!--*-_� t�2 . -L� Z� i . -A . . I . _. . .. .. 2 - . - . . 1. .. - .. � ,�.. - . . .i�3+0 . -2 r.. 03r!-�- - - , O.'.- AJ + - - &���, W � I ­ 0+� 1�. I I I .. ­ . . .. .. - ,I. - _� - I . . �2�5 . � - . OLL' -­. . .' . + . - �s . � - . + . . _ . . - - 4+ .. .. .. + . . � , .. . __.. . . . . + *'I*' , �� .. . . � . � - . .... I .-I., . 0+:i��-. . . .+ -.-. _. � . . l'iii, - . + 1. _. - .. _.. _­ +­ - . .. � . .. - , . , , , . . .. � . . * . � - , + - ._� I .. . . . - - - '--* * - I - - . . . _� _�. , + ; 11, 4f;x _�� -. __ L�� _i�"-' .. �_sw_i.& - -I%- WI _�_. . __ . . . I .._'1wi___ . - . � . -.4 _-ll�&�, t..q-%. + -- . � .�. - . ., - __ - - EL��,_:_ LOCATION AT WHICH THE . . . . .. � . - - . - .-I- _ . -. __ _____ � . - __7_ __ � _ - . + . - ...... ... --j . . . . .. - - . . . . . . . - .. . . . . .. - .. + - --i - .. .. - �W� - . - . - .,=r. . . � . . . . t . 4-77� . :­­.r . _,__,V� .++ ...- I . . . . .. .�,,.+�w .�'. . _� - _­ PROPOSED ACCESS EASEMENT ?.I,-.- . . . -k7�_ . I -,�:,. - - - - - 'n�� �� .� - - . . .. . - - - --fli _lNil - _a� �I7 - :11 k - + - . . I -_ .. + - .. � '. ---. H)77, . -777r=07777, _- - ­ --.. - .. I � -­.­ _� - --- - i 1, . . . . . . p - , ',�PROPOSED 20'UTILITY EASEMENT (TYP.) . .. +;,.. ­ .... I I 1-­1 .: � �,. _­ Z - ��­ .41­_ - :�, � - . . - . . . - .. r f ,�. / I T :�_�_-�_ � +� I - - - . . z;; = ___* + . . 0`1� . . . ... , , I il ---m . I , ,.iVl 11 I I � I I I . . - ­�­ ­. -u �. m, , L15�,L -IL - - J, I .+ - _.- 55. ­15 . -81 .... - - -.--.A __ ��,�/ 11 L__ , __1__._�0.11__t;_ L --------- I--.----- ft �� .. --. . . ii I EXISTING ACCESS EASEMENT IES INTO THE EXISTING I ` 1­1� � :-7 7.- 55'- -- t- ij � .1 -, j �: - . - ... - - , - ___ 75N t� /��ii�/ 5�6ji� . . ,�,*,�_, ;S. - u > I +-- + . I � , I I V_ - (; � . X, ;V., .-. . .0 + . - ,- I- �- I I I .* I 11 DPOSED 20' UTILITY EAS ....... ( I .. ... u . ,Ql . . , - , I llr �-* ---- 11 -­ e_l �_--. ... i I � T,,­,_j__ . .. L:lj .11 1 1 m.-n,+. � 11 I TO BE VACATED ACCESS EASEMENT .+. . - , I . I . . . ;u ;U E4 1 , . . . . - 111' , - , . ! ( 03 , Ij_. �- -,��, - . I , . ; ., L I . � - + - .""'.1 . I .i I I . I ,,��_ .. .. . I � . - P_ . i , / / / 1, � � . .-Il �. I 1. 11 ­ ., " -uz I . ' � I I . PROPOSED STOP SIGN (TYP.) r _u I I I - � � i I PROPOSED STOP SIGN (TYP - it ; � � PROPOSED DRIVEWAY (TYP.)- I I . I � 't - !v) M.-. N . � ''Ill I � 11 . . I �i: ;-.1 � 11 - � .. - - .. - - - __ � . ROPOSED STREET S TYP.) 0 1 1 . - ROPOSED VDOT STD. CG-6 (TYP.) . I . . ., '��"` I .. . . -PROPOSE STREET SIGN (I YP.) . I I . I M . 1. I I .1 . .- I - I . I I . . - . . t� SIGtHT DJSTANC� ��8,� 1 I �. - ­�-,, , , ": .... I'll I I I - , , . !�Z� I . .1 . . � I - SED STOP SIGN (TYP.),, I `., .. ju -A.." .;q . NI . . . I 11 r - , . . / I . . f. , . 11 1. . NCE A 1 m� .l... - , ­1 ­1 I I'l . , SIGHT DISTANCE - 33 - I\_1 I I I PROPOSED NO PARKING SIGN-r - -_ 0 � . . I m. I I . � PRbk , . . -4 IGN I I i ; 1 SIGHT DIS . . - , � �j C1 . I i s . � - � I , - � -i. - 0. .." I . I I I 11 3 , . ... .1 , . 1, ; F '2 � � � . 0 .. . . I I . ' I . . ,_u Ln _.l.A. I I I., . I I I ill. I , . � . I I I I �, I I � I I .. - x i I + ." - - . I 1. . 1', � .. .:i / 1� . LOT 219, 11 I[ 1_67220,1 i I + LU I 2211 :' . I � I , I � 1 1-1 * LOT 225. "". .--v-.. , ".. . I ", , . , � i . � . ... .. + � . . .. I- I LOT 222 LOT,223 - P LOT 224 - I , . f... I, LUF 2 � I �, . . FUTURE PHASE IVA . i � . . . I I . �, 1. I . . 1 61 � , .1 _- i \'��::::::::� . � . � " I . .. � . .­ .: �, I . 1�. I " .1 . .;! . . I I . +---I - I . . __j; �� I I . ,-- ;;u . �11 ' I -4 I . � � I 30 -, . ..8.;; * . j I � LOT 227 1. 1 . It - .,;�u -, I I � . I TDISTANCE-�$o i�l '1� m . - � .'NO PARKING SIGNS SHALL BE 0 . � I .1 m , �w .- I � I 11 LOT 22.8 I . I NOTE: EXTEND PROPOSED �, . . "'i I , � I I I . . I I . F - � .01 . . ... . � � I . - I I ' I L , I T �m� I * _ . . �. , i 0.27AC. ,.,, � .. . ACCESS EASEMENT TO z - I I ' , !4 . - 11-1 �,.' - > , .111 I . I I I * .1 . - 1, (OPOSED 6' PLANTING STRIP (TYP.) . . . �____________________11�._ ' ___ 0. 1 AC. / / I . . I 1 1 1 I m I I I_ � C: . - � ..� - - . . BELVEDERE BOULLVAKU i __ __ � / i . 5;�:-:` , � 4 . C) .,,,� �_1_1,71 - � . I N � , . - , - � / cl I � , PROPOSED 6' 6' - " � I j, , --i - - [,, , , MSIALLED EVERY 150'ALONG , I I-P . H I . . ... . I- � (n .- .. , x ;u NO PARKING SIG , ' I I. - .. ry * -; � I . . .1 � � .1 I .ii. .1, - . ... I ROPOSED NO PARKING SIGN 0 . . ;a � , , . o.- . / , , � � . I * �,� I THIS SIDE OF THE ADWAY I . , - ... ., ,!"I � . -A., - - _.. ��,, � I TIE INTO EXISTING ACCESS -, ------------ "I MAI NITING STRI�l - i4 i, I -, . :�' � I (EXISTING PUBLIC ROAD - 42'R/W) I I , I ,� '7 I ,l NITENANCE. ' � � . . I I ., ,.- . RW � NS SHALL BE - . ROPOSED 20' DRAINAGE EASEMENT (TYP.) i : *-_L� � � -� I I I I I . - I 0 , , I .- I - __::�_ I - . u. .-�-_.- -,_.� . _`� ALONG- . _. , - . I . - � . . I i I .1 I - � - . ! . � M, . .. L. I .1: ....' . - r- � ­ _�� __ I I . . � I � . , . , 1. � � , , , I . , . , It' ��, . - . . 1, ....1, . I ROPOSED STREET SIGN (TYP.) EASEMENT TO MAINTAIN - , __ - �_ - . �,� . . - - -�-, �_ . �:: . . ___ _� �1� / EASEMENT (TYP.) - . . . - I i, . 0. , � f . - - - - - __ - _i!7E ,_ I I . I; 36' ::� > INSTALLED EVERY 150' - I - ��, -, I . I . I . I 1. �(TYP) I . ..., -�I, > ­ � . - . il- , . � I . 'i I . . � . I , � " ., a- __ F . l . I I � . , � I I i6f, I ,� I . - �_ t[ 1. �'F/C-F/C , . N 11� � . I _� - THIS SIDE OF THE ROADWAY .,.,I I I , I I � RO OSED VDOT STD. CG-6 (TYP.) .. .... . . . . . . - . I 1. � . - . L�,-,- I I - , , H . . I � . _1 . � , .1. . . . . ACCESS TO ADJACENT U) = - _ , . . - ` I . I I I I . .111 . .,0 :p - . � , I I , � � . . , I I � I I , . . . I /I �_�� I I � � I - - . I I i � I I I , - �­'i 1, 6i' � I . . I I I ,� . . - . - _. I I 2: - "' - 1, 1 1 R,!/W' _ __� - . + _* � -PROPOSED NO PARKING SIG I I � ,- . I I I . . . . I I I . I ,.',�� .11 . .I- . . . 1. It t - P3 U - ,�, . :,r �� ' I I � Ill I , . 11 I I I . I i PROPOSED STOP SIGN (TYP.) .. . ­� PROPERTIES _j - \ -, ­�-_ \ \\\ \ / I PROPOSED STOP SIGN k I Y P.) . _ At .0 . ,� � I . r �__" - R],�-��,;j - I I _4.. j .� ROPOSED VDOT STD. CG-12 (TYP.) (n ca ,\ . I . . I . , . � rl `-.� . . . I . I . � \ ��.�Ii�,.", . .. " _1 . '. ------- I I . I 1. ; - I . - K ,,f , . ill I , I � F�� I R�W- � PROPOSED 10' w :D � . . . , I . . - 1 3-1 . . I . . � . - - ­_ , . . I . I .1 I � I I � 1 PROPOSED TCOI - 1­ .1. - � � \ " / / _� I �_ �j . � � .-i I . , + I I z !_ � � - - . F-7 1 i - 1. I � _A._F/L_ x0 , I ... - I.i _; I I I I . I I � , . ICRETE I ,.. ACCESS EASEMENT K I - .I-.,- I... _. EIP--EIP�_ ��A . - _. I - - � , . - , [ - - j. ir��; :5- . I I I I �,_,_ -I_ Ln . - . I'll 0 U) , - � . � I . ,. I 11 -1 I - - - - . . 11 �SIDE . � I - � __ __ - I I - - \ \ 'PROPOSED 5' \ CONCRETE SIDEWAL (TYP.) I - I - iR .1 , . , -� i I - - I � , FKU " r J i I L �!�* I P.) l_- ::j - . 1 I I ­�V . I � , . . WALK (TYP.) �`­ . . � 1.1 ..� ;!.:_�� � � - : -,-- - r - ::: ... ,.IGHT�DISTANiZE - 3-45� -� 1.�11 -1 U . �� . . j, I 1_�,`�' -p-EP . I 1-.t* .. L � ...... ..... ... ,­ r"­1 . I - - - . . . . SIGHT DISTANCE -335 ,�11 . I .. � � - --- � - 1. I I 11 � ., . . . - f.., , . - .. 1, . . . . , R - �­_ - ` . . . . . 'fD,- I �-, .1 .* "", . � ; - - ­:. ��� �T-_-_,a. . . I' '.* I , 46 _ 55, _ _ 55, I , - - - I-_ �'_ � I '-\ X V)�- -_ -_ - , i_�j - L - - , I I . --- - OSED STOP SIGN (TY �,_� �__ j � . � i � !,:'i; -­- 0 ,z 4 1, I I I \ \1, ,�-, 46' 46' ! ! 33' . - . . .. I - I . _�� 6 ­ ,\\ - 1 I FV ,.­:-k� v, ��,'_",� __ _L_ I . I - - - ,�, I I L .7, , I _____ ��.j , A .. . - , - __ All � _T "�"! 13-1Z ` "fe 48' . 5/ I ! 4-' 1 1 /F 2��/ POPOSED STOP SIGINI (I YP ) , 7�*-_7 ��, 7-,;� I 1 - __ . . i- . � �=-- _­ ­­ �� __,_.W��J... .1. - 11-)A� , "-,-V , � . � _--!tQ,_.-�P:..--,.-,_, --'v� ,.:" -,� I - , Z � , I \ f V\ \ I ,� I .. ­___ ­ � � _� - - -- _�­*,. ; I ­ . � � . . - - ..� � I I __�L - __ ­ _�L_.___ __ � - I . - � . .. . . . ? __ - I 1� _.. � �.. . - - - - - - - -- --------- 4 ________­ - 19 � i .- . I cf, I i_._ -7 -_ . . ___ , .... �_ - - - � ,. .. - - -­ ... _. , - .. - ____ --- - --- .- - . . �p m - - - - - - - .______1 I - - ,- - - _�11_. - 1. ". . _�. I,. :Ij . �. - . . . . �> I I - _:��I, I . 1. - . . , �---` TIE-IN TO EXISTING � - j. - .1 . .. i� ­11 � _ - ­1 -1 .- . . . . ., � 7_7,E-zz-,__z:z-=-,, Off . - � -_ . u, _3�1n_ I . - . . . . . . . . - . - . . .. . .... . I.... . . . . � - - - I I i.�� , , I � u_ � L . . ­­ �. - . . .11. . . . . .. .. . . _. . - . i - - . . . . . - I - � - .. . . . . . . . . .. ­�_� l. , . . . 1:z .. .. .. . . .. . 20+00 - - BELVEDERE BOULEVARD .Z. " ag .. . -_ - . - . - . . � � . .1l . ­ . . sl:z __� _. �. ­. . . ly . , , � -4 19+50 m . -I'. ­L­��`�..!L .* -, . . . ... + f . - . . ..... . .... .. .. . _. . . � � . . - *1;> * , .. � I ,11 .1. � � - . .h - . - . . .. . . . . , �� - 11 . . - .,�,__ . . . . - *!��**- ; . . l - - . Ln .. .. .. . . -.7-. .; ,�_ - :!�� . ,v__ 1- . . . . . i . . . - . . . �_..�.� .. . . _�'.__ � � :_:�. ' ' - +5() - . . . . . . . ­ � . - - - ' _T��v_ -_ _F___ -+O-,.' - - -­ -:I­4�5u 1 Si+ 5 (1) I - �'�. �7 - 'I `i6+00 .. . - - - '..* - - I . . . . . . . - _I`A� - �T_ - I . 1, . . - .. 13+00 -_ .'' -.' � -.'' 7 . � . 1A O' - . . I ­. . - - T D�S C-' u ,�_ I � . . I . _.. I - - 11+00_14.: ...: . -.11+50..� I � I �' , *"' , , . .. . . I .. .. . , - . . TMP o62Go-oi-oo-000Ao SIGH , Q .. . . - 11 - � - - . n-A I . . � . � __1 I .. . . . . . . . . . . .. . .. . . . - _. .. .. .. , . . , . . � . . . . . . 11 . . - �� - . - - � 1-1--10 - __ __ ­O­OD_ __ __-:;� __! __ - � - �. .... � __ - . .. . .. . &. . - _ .. �. � . . . . . . . . . _.� I - :I ... . . . . .- . , ... .-.- . ..- I -, -- b . - . .. - ... � . _... -..-..- ... . _. .. _._�_�� '.--"-,�L_- .i . I M411- - - ----- z_� ui 'E 3 ' � � . , � �__ - 1. . . . , _ - . . � __ , _ . 1­1_17T . . -�- 335 - ... - _.. . . * 1* I . - .. .- . .. 7��-4, �' ­_ -7, ­ - . , - . . - ..__.. . - � ­ I:= 1 ­7��-:4 - �1. . , -NEIGHRORH - - - - S1 /11 -I - . - . . . `-, . , , * , . - . . . , . . ... .; _* k -:LL: ," - . . ...- . . U- L��:_:_1-1�0!-��yll� I - BELVEDERE F . . __ .'.-.-\ '- - * 41 bf H*'R* /W _- . FC - - - - - - . ..... .- ___� - - ;_.01 - > - � . . . . . .. .. . .f. .. .. . . . . �_ __L , . - - - .. A, ��­ .... !, - - _7 * .. J__ __ . . _r G _HT Iilw�T�_N C ,r r -, I . .:. - - _*,-__­�� . - . . ..� . . . . BELVEDERE BOULEVARD., fAR _. 1, * * ­ , ., L _'. I' .; . ­L_=_:_ ___=_;:::�:�- -----. . I - ­� S - - - - f - . . . . . :� ___, - _ * _ . __ _� _� . - -f-- . �� . � - 4�- - . . - ..... . . . . . _ . I ­ -7 - . - -skc" 151., -_ - - �, I � � ...I. .. - . .. . I _... . - . . . . <11.. .. - .. . � . I - . _­� . - - - ... � - .. '� , . _�_ .... �1. I ... L . . .. I . -1 -'-. _: - ­� �_ . . �_ �� i. ­; . I - . . I -_ - Z�___ tj � - 'i 11 I I � _. - -_ ­ -- - - - .. . . � . . ��� - ­�-­� . . . . . . . - -_ - ,- - � -, - "I " . , � 1�_- - - _,�� . ... ASSOCIATION INC - -_ 4A 11 ��.,i � - �,,i. I � - ,�_ . ....... ior . ... - - , _; i 11 T - ­%-,��z , - . - 'I'lk ��__rr__ __ �7] ? � . - j .. I - jr�j - _ �,____ - __ --------.-- - � � ': ..,: 1. - - . - . . ,��' 1 ;;_4 ­T01-1 le_-.* . j,". ;.� T . -p .�,�i..] ��: __ � � . .,- --.*. - - .. .. . . '_ � I . , - - � , - - I I al- . - 21 - - ul. . - 7-F-5 _7� .... .� " -.-- - - - , - - - -1- - __ , , .. � - + 17C7�F -- -77� .. - _ � . . �.. -:., ..� - DB 4966 PG 355 1 1 J ... / -7 i L.'�l . ,H__ � , ..." . ... --:� - _`;., 1. . � '' � , .: . --­7,7-.-,: ��_. *_ - :�j - � - - ,:i _'i-it I X I - : L I - ., �' , � I I �­_­ , � - �7 ." . . . .. .. 4 .­ . ,; %� , .: . . . .... I __ - I �­ , F� - i cl�ll I I I � \, I � ' '----'--- , , � , \ I - GIE - GIP ---- GLE --- OLE -- GLE - GLE -- GLF - GLE --- GLE -- GLF -- GLE ­ , ��11 I -_ -_ - - - -_ --- - - __ ­ - -_ - - - - - -_ - -_ - � - - -_ - - -_ - - � - - - - -_ -_ -_ -_ - _ - - _� _F __ - ­ -1-1 / ___ __ -f-,-,- ­__ � _T - __ ____ __ F_ - - _____ � -, I � I , i � i � I � I "I'll __ , �1_ I , - ­ 41" "N& � I �tr�_�---"\ I _,-,���.� . I . =Z��.,, -----,I- ----4------4----=�,'_,-_"_,_ 5� , , , ffl; �_ �­_ ///4 1�111 . �_ - _ \ � I _1421_11ili�m,,- I - , - "I � .� - _._______,_________, � - " � ,j _ I , t I , / \ \ " F! I . � � I ! I ,- i I I "n I I ­- I " - " I 1 I -, ,'I 11,1 , i i � /, - \1 I \ -1m. � I I I I I F__ F_ I f- I r - z I , I— 1-� , '� i ill � A'- I I-- � �� - � - IT '11 -1 _� _____ I � il- 1\7 ,\ - _=4 I � ____L_z ; _��, ---I ) - T___ I ---- � I Q____!_�, - --- l_____4 t I t_=�, _l___4� I I F=A--- , , �Z_ ­� , , I , r� . _;�_,___:r_LE __LF4__,, -'I ____11__�__.____L��J_!_�� _'_L�_ �__, U, 1\,) 1 6,-] I -�, I ( ::� I ;; 1 7i I 00 I ,_Q I �,; I -, _u -0 I - 01 I -0 � -u _ ::E ::E :L = = = :L = :E _T - > > -, � t I , � , � , � , I , � > > > > > W I u ) I U) I U) I (j) I V) I U) I U) I U) I U) I (11) 71 T'r-1 I--, �__jl I— --- I I 'I- -,-i 1, 'I-- �_-fl -T- -��­l � -- , �1­!__I,fF �_Jl I ­ I 11 -_ _- ir' I �� ri_,', - LOT 146 -\\\ , V_ ­__ F-1 4� -,---------- 11, -7 _�,, ,� � �i '. � L o, , - z �j, _�� " m ' LOT-148 - I __ ------ ---- , �� - - ---------- n-. � i L011111I - '_� _'M - L L---.-----J-- ________-____� . _____ __ �, - �_� LOT -1-59 f el I . � l�, ..- . . �, � .7 , i , _L_ I I 1 ;;., ,.'� Lim', , I . . - � , . �.. , - _: � ,,... 11 ­ _­.. � �. , 'k : I. I . . . . . -_ - - -_ - -_ - -_ - - �. V It-- - 0 7?3_.� ` '-�:5-`_�i . - I _111 � . - 55' TY � f. .., 6, r _j_ I 11 I I - - � - ,-- -- - - - - -_ I - � -_ - - �_._ - -1 I T DISTANCE I 1, , - .. � �-� I � � , lm�, (� _1� � I I . ._��, :]Z�,_4 - . LANE ( 3.) 1 11 I I "I � I SIGH - 335' 1 / // - - , - - . -_ -1 I r - I I . 1,7 :::- , .. _ . %, rry I ( P-)_ j 48' . . 5 Ill, ,. [F _ff I / \�,/ bi ( P-_)77I7�2'� !_ � . . , U.�� / 1.� / - /I - - - -1 - I - r-. I I— __ _­ ­­ [.,�.'.�. ROPOSED STOP SIGN 1-1 ,v - - F;l �, . 11 __ � � � 1-- ­ I I I - - � . , * - I - __ _ �._� �3 1 . 1. . . - PROPO - , I . 11 1. I PROPOSED 6' PLANTING 32� v /_1 i . > , - -- 1U . 46- j jl� _ 46' 1 i . - _� - 2 I. -I �� r , . , -15uwpov , I " , . . / , '1� I I / / [__� P - ROPOS � ED VDOT STD. C I G I - ­, -. � I ,/l � ,�) . I _. n I SIGi­ ­­', 17 . � 1, - f. I p . I I .1 . . I I . I I I'll I I PT: 4 �� � I i I r- - -7- ,- ;5"n .'-L- - I ��,:;� � I . -0 � � .; I I I - -7 I I ` . 1:1 , , f PROPOSED STREET SIGN (TYP.)- . I.S I ­ 3N � I I P� , . I i STRIP (TYP.) FIC-F/C +40.0,r I I - - I . � _� 1�. .11 . In - - I / I I PROPOSED VDOT STD. --G-12 (TYP.)-/ , . i I _- .1 ,"! I . I .. . I.- I , 1� I . I I . . I Oil . 1. I I I I . . � I . I I . � . I I I I I I . m I i : '�,.� jj I / � . I � . 1. I � I I . � I I I �. I I , .�, (TYP.) . I IL, K I _1 I . I I . I I I I �, � I . . I I . I . I r­ [�; Z_ �.. - .'� � ." ,� . . R V) I­- z: I Lu 2: 2: 0 u . < U) u < Q� Lu 0- Ln > Lu cl� --I � " 7: m D U) = < _j Q_ Lu ce- z (D T il 11 i., I I I L. I - . t LOT . - . 1 11210 . , I - __ __ \ , . . T 21 . r ''I -3-4 - I I 1� � I I . - r. -, V) 1 4, - .1 ?< LU 1 210 P �.-��;� � 1 1 � � I I I I I I � . I 1, �1. Ln-�5 .j. �, I . I t_u, I � 21-D . 1, '� LOT 1 6 ­ . . . :,- . LOT,2og, ��. � LIJ 1 23.0 ILO __1 1-1 . . I I , "t I ­ U.: . . � - -1 ___ v I 1 7 . LOT. ..I I tc .�,f� �i� I , . 1, . , . . . 2 1 _N I I I N ,4 _4 . .. i i FUTURE PHASE IVA E/P-E/ , , , 11 1-4 = � I . ill � I ;v .. - -+ . H I I I I - I . M.- - � ! � � . I I . I . I . . ___ I" In I . ,1 . . . 11, 11 . I ,� . 1. . . I 1-1'�____i I I � AC. 57 m . PROPOSED STREET SIGN (TYP.) - ; ", I I I . . . I I I M I- , , , . . 0 1 � . - I I � � I -j- '4' -_ BELVEDERE BOULEVARD EXPAN 4. Z. I . I I . I . . I RIW . 11 . . I _< I I I - * `- '�A '. - %D r, r1j , " " � I . � I . I I .. �.. .. , - . .. _v I I I . � " � - 6 , Lu -1 __I J",-; � L . I . . I I I . � I _� _� -_ -,' 1 . . � I 1. . I I I . I I �., .1. . . �. I .. AI I . . . i -< I . - , . I I - ` N.I.0 � . � I ,,, , . .. . I . . _�T,.�,�i I I � , I I . I '*'�IMITS OF PHASE IIB . . 11 I I I I %�� . , , 1z 7-� ill'. . � I . I PROPO i'6' m-, *.I - �. SION. I - 11 I I . � . I E0 . , . , _: . 1 --I * OSED SfOP SIGN (TYP.) � � I I -I. J* I I I _'_ � - � 110, � . I . 11 I .1 . - . /_,_� - I , . . � I � I I I Mi- . - I . . . I I ­ , . � . � I 1, . I r- . .. EASEMENT (TYP.) - I . I . . I w " "I " Oi . 1. I I I L - �, I ;u I 1 4 -_ -_ _� _� -_ - I I I ... � . I I 11 - 0 PRUPOSED DRAINAGE - C:) I-r In In �� I . �!.. ...- .1 . I , I I I .. � �'.. , _.. �_ 44 1 1 1 - �0_ Ii. 1-4 -_ 11 1� � 'Y � , . fv,i I . . . I : � -f . .- I 11 RIBBON \� PHI � , 0.09 AC �///////� ,STREET SIGN (I YP.) , -, � . F �, I I I . � . I . i � I 1. .. . . 11.1 "I 1. I.. .1 I ! i . I . I I . I 110 �r �, - I ROPOSED STOP I I I r `ls� ;,,, - 1.0 � . I , p . I I L I , � I . I . . 1 -4 AQ - - l - ____ __ / � I l - ��L I I , , . 11- . - I I !". , I , �. _ � -- -_ .1 \. � .. � � . , --T I ,I , ., I 11 11 I I . - 1�7 . � . ___11 ... . �,��i .-)O..\�.-�� , \ I I , .111 1, �� . ,�, +i, ., .. I . �. . i I i . . � . .1 . I I. ,r ,, . . . � .. TIE-IN TO EXISTING . .. .5 �, . SIGN (TYP.) `1 I . � .. I--, qt��-_�-_ ,� TMP o6ioo-oo-oo-i6000 1--i . .- , I I _� -4 i I I I I � JIL, I \� I I � � . I � . 1. - [: u� , . I � I "I . ----A -, I n A 0 m " w " I � x. � :;�`. I I � I - I i , , � .,_ - - i., � I . . "� .� " �. - [ I I I I I � , i:_-__. - -, . 1 I I 1' -] . I I ' * L , I , - \ I . I ,!,, I � vA--_--..-3:.: - I x ;��9.L , � - A,�_.,_,_ pil POSED 10' PRIVATE . , * I I I '. I A* � EASEMENT(TYP I I - I , I 4�1-\ I -ups A' I I m I -1 �� , , I 11� , 1, 1- ., .1 I ] , , 4__ - - __ - - - - - ---. i . . I 11 I . I I , ��� ... ... I � " LOT i58 1� �. , r.. .111 I I . . . I I � . . I , , I 11, I'll I I '.. I i , �p , � I I I I . . F- I 11- - -_ - - - -_ - - - ,� i � l . . . � i�, , I � � I! � I LOT 157 � �I I Ell I 11 I I I 11 I il -4 , t 1, ' - ___ ", , A ��,l ,'6 �,� ii - ___ - - - - �, ,, �� 7 20 I Or- LOT i56 , ( ) � I � `�, "I i 1�, .� I �a I � , 0 .� Y, � 11 0 Il, I ____ ul �, � , - "' --A :Ivl--`�l -- - - --- L 0 T i ,r S ��\- 1\\i�,_ � . .. I..- , " � - -_ -.- I . � " . � " I 1. �.\ x �\ --- - A-M', ____ �\ . , "I LOT 15a � - - � . "'�\ � , , \ , ", � - - - i \ �\�\�� - , ,"\\ \ 7�� __�__ I - - " , I __ __ \ I LOT 154 x \ \� N, \� I - I I /11 \ � \ "., . 1\\�\&�__ - __� --- \� \', 71 � �\ � \\ \�\ LOT -.5i � ____ �_ �/// -- ,,�< " \ � \' I - - / . ,,.�,�\ _____- , .�\ _,_ \ ,\ ,,\ r. \ \ � \ '.. � - __ I\ , �___ - - x, ,,�. � - - I �� , , LOT 153 - - � ��', I ''I " \ �� ___ / / \ . __� , \ N I I \\1 k I 14 \X ... LOT 152 1vV - 1, , 11�\ , - � , � , - \\. 11, . \11, \_\ �, - // / /", � I � 11. I V \ ", - '\",',, I I "I ,; �� � �, � \ 11w -�. __--, \ I ( __ - 77F�` __" __:� \\ \ � VA, . -_ _:�-- //\. I ,\ v , � ,\ ___17-g� F� W�---­, -,_,K:­.5_'-� .1 \\� __ ­-. ,�_�--�-". I - 2­-_--t,'!����. I / �, ,\ - - , ,/ k - -4,'�`� � . 'W50 _/ / \ ,\ _��_�'._ '- __ - __ _�' -,I-' -�- �3-4+00� � ��A 7 ) . I \ \ X�-�!��- -- - - iw-�_�'_,__- So ' " -- - I., w 1v_"siiwI. v3oa ��, . . . I I . / / � - , . , . + , , t I. , , I 1. 11 I I I . I � � I .1 . I I I I � _ -:,� . 7�_ -1 aa�gp__ - �-, I l� . � , , . , � I � . I I I ­1 , �_ .00-,-. . �.lO­ . � . I I . / �,/ / '/ V�__ owl" � L I ______ . _f�� , / . \ 1,71/ " �__\ -.13.5. � . I I I . . -------- _,,� � . -P_. . , � . � it ,- . ­ _,;,�o;- V I . I �_-,�� ­__ - ___,1 . / / ,. ,� I- , �� \ I ,,��-\ , I I . . . . � __��__�_ �__ � - - ----- �---�_,­ ,,, , I I �_ �50 10,1fl- I . I . � - - -'. __�_� I __ � , I . I __ - ____ ,-A---�, ­� � � ;�� I t - . I � -7 - - - - I , I 1. I ,�r . . --- _____ ,� ,___�_�:�$` � I � �::;�� ---- � .- I I � __- � . .__--_,� - ,y�,l�­_�--_ 1 _____ ... 6 , . I - -1, �,�,____ - I . � I I L _�___ - - , 7 1 ---- . . 1. . I ___,___� __::�_�,�_�_�:���,� - ______ i I % - - I .. __� _� - , 1_�__�' I I � I I-- �� _:;:�__ -_ I . ______��_ , - I _�T - � . I I - _,�� �, � - - - __ _� - T. , , , I- __ - �� . _�_ a I - - __ \ � !,����_-_____,____ . 11 - LOT i8q �_ �� .� ,�,_��, \ \ -1 if � � - k';�, ,__�� ___\ � LO 88- � � - ,�,.:­- __- I ____�___ �____ ___ \ \ I I �-----�-�' ------\ 1-01-1-87 1 k ___ � \ LO'r-j 86 \ \ � � � I \ \ ­ I I 1 \ I - - I �/ - / - LOT -.181; \ .­ - - -_ � I ... 1, \ I - - �_ � - -, :�__ � � 11 - _il_,_�5� _1_1_:�_� 11 I 0 _� ?�6 LOT NUMBER 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 I I . . . - ,PROPOSED NO PARKING SIGN - . . 1. SHELTON STREEI - � I.., . . I I � I I :- -� I �� ". ._,�11 , -I I __ - 11 �_ NEW BELVEDERE INC . � [�_L_-_-- .. � ,� _.- : __ _____k , 1\ 1. - ll � .. 1 M i - ��__,­_ f ---I I � l��, � � I I I - ._ � - L­ ... ... ­�%..._ . -11 I � ,, ., .. .., , I .. . 10,1� ,�. I - ., v vl� -__', i 0�� 1� " � - I L--L L ---.L --I 111--� .Y I � , I ..-..v - I - -_ I . . - , I I I I , 51, . .. . . I I , . � I TI, . 0., �z I ___� . . . ...... 33 11 �� . ... ... I . - - -, -I,-. ,1\,N) , i DB 4966 PG 361 � , - .. � . 1-55, I---,-- , 1� - -\ I - * � . - .1 t - � � `0 ' 1�� -I ,/ __� 1, - - . .1 fLF . - T! ! � ,� 11 . , - 1.�j � ... ki lu 0, p -J I ING VEPCO EASEM I � I . '6 li I .. , ��_4 I ; 9 . . . � r , - -.1 s 9, - / __ F � ,v t) " , --.24' I ` ' .. '2 �\ - --514,- ' -_ - I - - A ,,, ­ t .\.I LAI. ENT , I � � . I � J­ I 0- '� I + `�. 7 - ROPOSED NO PARKING SIGN \ ', D3,4144, PG, 440­' -I- , �, - �� I - � N ) - , � � 15+00 I . .------ib+oo-- __1015 !::-_-�17+00- '/_�,­­ i 10+ 1 V...%� .____-v,--�k I . 11� 0 - , -7- . � I . ­-� 1. I I I . I I ,%, - � 11� � .1 I . . I I . I ­ �,�- -""q� ACREAGE: 15.838o ACRES , �� I � I . - . � I � I � . k I I � - - L__� -, 11 �.:�_ . � ll., , .'. * X. I ; I k�s mmm- a�m � -=- at-ml,f L , ., HILLIPS LEY -- - - . .a", ­�=l ��._ ----- 7---- q- -r�-- -z� `-A , -`_ - --NOTE: ALL ALLEYS HAVE � ,\11. . . , . . .1 . �-.'�, - . . � , �11 r - ., .�.�� �� . , . I � EXISTIN . � "I'll, - - . . ..., - . 1. i I . ­=c- __:�_:::�� . � I � - - �. w� - . � .,-'. i - . I - : . ------- ....... . ' ';� . � - .. IL . � -rE A -_ _� . �\ I I � � . . � PRivA LLE�(- 2ol'R,fW) � I ­ . . , :=��'�� -,� A, F . � - - . - I . � , . I . . .r . I I I � . I . . I __ . 0 . - ­ ' _Z -��' ", - . , . - � � I � - IN�.11 �� ,�, \ 11 A ___ . . �m �� , � LOT 16o I k e f - . � , !L ''. - � ..P AL I I , d __ ------- " Zk .' \ AN UNOBSTRUCTED . " , . - , , . �'. . � P - - - - -- - , "R 'I I I . �. Tl.-.V, 11 \ X_ , , - � . t __­____�:___ 0 � I ,�_ �_­23­.- `.`L­�- ", Y TRAVEL WIDTH OF 20' . �� ...._ \ � , I k . I � -_n � . - -, I , , 11 . . .% .. . .. . FIE -IN TO EXI I , . ___ - - - - - __ - __ 11 "", ___ - F_ ­_� , �:, . I - - -_ w � . :::�_ - � �_X .%A �\\ I �­-j -- �, �l + . � _�_,�r�_ - ,, k I I Z-::, -11 � I 1 F � I �. . I . . . . . l- i i I . I -p 1, � I � I \_\ \ PROPOSED STREET SIGN (TYP.) i . , ­.�,., , I I /,' , �, , , I , . 0 . � I STOP SIGN I - _pl�. I I __F I N V � TO EXISTING PHILLIP I S ALLrT , e, , x i � � V BARNETT STREET I I I /�� I ' . I � I I � - �,!.,. \ m STOP SIGN ��. - - 208. I .. - 1\ - I I - � I . . , I . . 11 I .. I i L. I _11'r , . 1 -7 T i8i "I , � � . . . . . . - .i, I I I LOT . .. I . . PROPOSED STOP SIGN (TYP.) III"" 1� - . . ­u , I i -.I"-- k9 - - I I � ( - -179 ' v � .� . ..'1�% A ,� ,\, . . .., �,��/ -) 11 . 6j I LOT:L7( , � ' I OT i LO . I I � �� i 11� - I ' 3 I � _\ ��� .. � I � I " �. - _�k ... _____n� I 11 �_ , 4,-, � . . . . 1, PROPOSED 20' * , . __-_ - , . � , . , _p . . , . I \ � . . , ­1 I � I � i� � I � V� LOI !L77 I � - L 0 T --I 8 0 I \ , . 11 - � �- . , . �__�_ I \1� 'k , in ,­� .( i ,�­-­'-,, .E-_,'­,, LOT j-6i � ��", . " LOT --r-78 1 . I . , ,� ROPOSED STREET SIGN (TYP.) - � 1. ,,' - - _­ � \ ,. � I .1 . I 11 . .. , ------ =-I�_-_-- , -�--_ � \ � �. . _?, � 'i- . 11 .. ;101 DRAINAGE EASEMENT (TYP.) . . _p .. NO PARKING SIGNS SHALL BE i I ­� I . I i �j EXISTING STOP SIGN (TYP.) . , STREET SIGN \ .!i, I - - \ - �\/_,­o N I i , "" � ,"'_��_-,� I , , � -. 'L , - '_71-- -i - - � --L " 1� lllll� I l k _� .�. , .�d I � - - _7 _�_ 0i' I ..-...LLED EVERY 150'ALONG - -�'�` , , �' - " ! � __ . �� \ - �- -_I- �. \-.' -1- �-._"-,_,:._'�_T:F�,.':,_ I. ­___ __ 1-14 . " . , � FT; I I - - - -�� . 1, i, . _�,__ I i� I :_ --, �, , _� - - ,__ , - - 7'a POSED DRI E TY I � I ____ V ­­­._---'­ ...... �j - _ _� -11� � , -,­ , , , . - , . .'', __ ­­ - _____ __ . . . I - ' , . ,___��I`f I . \� ! \ .\ - � I . __ -_ I . j � k - -_ - ,4 'i, A , � 0 � I I I I � � I \ - \ - -_ I . I - k*. : - ,:;7- i I PROPOSED 20' UTILITY_,t, `_�-`, , _�__ -1 ­­­ - :_ _-,, � _,_� .� z I I , -7 6- � , � I \ �, � , , , ". , - - . � I I -- - -- -- - -�­,--­- � - __ - __ - - ,� - - 03,4,j --i - \N11 THIS SIDE OF THE ROADWAY " i I ,��,,,, i 1, � , - __ ___ - - - A, \ . . �Iv `0 I I . i-- : ___�_,_ ��,',�,_,T__.'--":�-`.- ,, --- I I - �, \ C � . \,. - L_�, - - � \,k,� I I I - \ I AY( P.)j I - I -I'--- �_­ 1­1--l-, '�, s , ia I \ \11I � _1T \, , . � . . . . . �� \ 1 -104- 1 - - 1-1111-1 - - __­1____ _t_ _--i-, , ­__�­_�4­, - - 11 l 1� ,�s i LOT -1175 , \ I t : ICTN I ".. - \ \: . . 11 v .1 �� I __­­,'­1__ L,- ''! , ,�z - \ i v EASEMENT (TYP.) _�_,,�ri-�­_ ,__,_-_�.�_­_­_­,.__­_ k _� �--,�-"-,-�l-.--.,,,--:!"-,-��--.A \L� I , ��a___­_� ­___ - - `� -�, -� ---"-'' 6', 1 . , - � - - �, ---- --- _��, ,_:,,�-,­ -,­--�,�,---,`; - I . + I 11 1'r ­ , 11 I � v- � - A. . . ,(�F * \ 1p_z�_ . ..-, PROPOSED 5'CONCRETE , , / ­'-7__-----;:�' __-___ .- - , - - --- -, � , , -, � � � � - m I ,- e�, 7A\. ,. � � � � ", I .\\v . . LO I T 207 C . I -y - � � 11 , , � I l i \ " x I -A\ . I '�"' PROPOSED . ioll­ o�'11 * * -7 )� � l , "--" I Irlf _'� I.- 1- ` i _i � - ___ --- --- - ", _-,� - _-, ; it, I � ,\ �, . �O � " ,L,� �, ,, �', , ,,�_-t�E: I LOT i.62 - __ I I I \ y0 ---L-- , . .. �... . - ­-, ­­­­ tl­­ ­ _. - , , -,-:- � �!: -� , _ ___]_��_�-�,�-�-;-t­ ., - . ,��_ 1, . . u. V.i IDEWALK (TYP.) �___;-44t_x-,-,� 1 � - , - I - \A -0. _�%' . I " ",t--- -/� V, . � - � ,�""��j�--,_,_17-,---,,�-�,--:7z-,��,- _�­ ­­ � . >. ___ ,_,__1 _11'. I-V _'_ :�_--,� N ,\ - ­_ " , - � .. :; -,,X . - -1 - � �� - -, I_ ---;-.,-,---. i- ­___ ___; -, -�-,-_,,.--- �� -- _-F-­�­­ -- - -�' I I --- , 'I .';D I,p 1 ,-7 \ I MAINTENANCE 11��J� - , � \9 ,� . _; . � " - , __ , - , , "."', ,,-, - - _� \ _� 0 . 1� I E_ I" t_;�� "_;_�_� �L,' �!_' - , - -1 i � 15., 1 X - _1 I I -i- ;, . � , r . � 7- r� I - 1�_ -4 � . - __T ­­1 .... ... J7r_."T__i_"�'1. _� IV% \\ -7 .A- �,_-� ' __ --"-- _' " F�-4 _ , - __-, _� �_�'! - _ �7, -- ­i''!_--- ­T_j_,,__ -I - _, � ­ , -1 , L ,. _ _-_ - _ _ � - - -1 . - ----- ­­­_�_­_1 . - I I , - - - , , , , _ �. , . _�7 _-_-_:L, - , i - - ­_ , - � - lz�_ � \;0 � I --- P__,_-_;--7­-�__'��: _ � ��k - - I � 1. % 0 , . .. \ _-�:,� _"._�_,J�', \. EASEMENT(TYP) S----� -1 k. % . � , - T�__.__ E __ _L___ _ , ���. p_74,1' ____'_,_.` t_ \� , � �_ � . \ �; � , �, �� _-, - C - � - , - - ­_ 1� , �: __ - I _­ � _,_ , ,- - ` ­_ , , - ____ I- r . . "I .. . i� ­__:._,,_ __,4 -7_-�-_"___,�_7_ --- --- !­ - �,_, __� - ,- - - . - - - - __ - \ -1 , - ,-- I I I I �_ I ... k , I , - , "" - , , - " - i -, -- - -- -� �i I- - -i ..... .. - - . , \v , , \�� .. \> - -, - � _ � , _--4 � , � � ,7 � j, . . I \,- � . \ _ - __ � __ , I �\A �_ _; � _� _ ___ I � 0 . ROPOSED NO PARKING SIGN k "_` . 'i - _� �_- I - __ ___ I � I _\A \ \ ___� - � . : �� - � 1:,--_�� - --� � , � __ __ t �rn k , 1% ,�\ , i � � � - _-5;:;_7�_�,_-1--_� _77� � . ..,X. i , fo � I I I I __-1-- I - , _U�� � , _.1\_0 ­T � I � I � � - - - -, , ,, -- -2 , \ ­­-�_-_�� _�-_­�.",L-�_ I I � . � . � I � ­ __ - � ­-H - - -1 �_i - , ____­ ­� ­_ 1� - , LO I' , � i ­­ . ..... � � )o - � 66 \ - i� it ,\- - 7---, - � , � 4i 1 --,,, L - .;, 1'. 174 EXISTING _ ; ` - , I LOT 12 . . . . .". , -- , -Z - - __. , , , �_". -7-z" _--_-, -"-, I 1E___,_, __ - � __ - � - " �­'i - I . I . �� 11 - 1.1 i ,- - T, , , � I \ �, ., i �� � I . �� . ,�.K -,� I � _ , ___ __�,___ _--i- I I 0! � r- i � _i; / I�A \\1 I \ � I I -, , , . �, \� STOP SIGN I k\ I I X ., . , i ri ­.= - - _��- ­ . ­­ , ...w. V.- \� ­1� ,:_ I , ;,� - '­ - 7L ­_ - ­_ _­ - - - - ,,,, � . I , `,� -v i --- L_ . I , �� I , . I � - , , I I b L U (--,L I , , / , \ , � . - - � i - � � _�­ t, " . i �,--, ____ ;_` - T I ---, -,-,,, LOT:ii6, - , --� , I I _� - ___ � . � f - ----------------- _711_,� - ------- / . I _� _�,�_,'R \ 1p , -�-,�- - - - �v'\- . I ,� '77� ,�, I v ) \ I .NOTE: DRAINAGE RIBBON SHALI:BE , " . , i ______1_,_ -, J a k - - \ ,I ,,\, - ��±_�_r.;-�-, �, � \,, ____,4_-, ,7 - , ,, �, V � Vi � I-V -, ,\\ � _,., ... I- 01 t ­z, , Tt--L`� - I - - I I IL �, I � \, CONVERTED TO VDOT STD. CG-6----// ...'.. ,,3 N - \ I - ,4,f,, - ­_i- � I �� . \ , i I - J -��­__-,­ _ I I'C�\, \ - ­ -p _....... �....V. . i , __,_____1_z_ - - V � - - - ___ \ ­1-1iL_ -7=- - -� -� . , - k ��k -11 \\ , , .. �� - . -111, , =, �� � _�� � \\1 I .. , �` � � * , - NOTE: ALL ALLEYS HAVE �\ . �,��_ 'A " - I � , ... , . � , i _11 _ � ,p � I � . .1 11 .��. - , _t . .. '� �� � ______­ _.. R-4 zoive c , \ '� \ - - . . -�� \',� �\ \ ': AT STORM INLET LUf_AI1UNt�)_ - - %:.. . , . i�__ __ - - - - - - I � 11 _.. , w 11 0 �, \ . ,V\ - ___ \, _� ­ . .. . :_- * P , AN UNOBSTRUCTED _�x . \ _ __­ . I .1 I - ) 1% - - - ­ , \� I LOT 173 \ � 0, �,��:_ 11Z�t�_ , .,-- 0­� \ -43,\ . � LOT . �1,�,".�� \. ��'\" , ,:-­��. - EXISTING MANAGED 0 , I -7\.o , ,. , , - ----- �� - . - I I . I TRAVEL WIDTH OF 20' I ,\ � 1 1%mu --�_, 71 11 \' k . , I . I I . � I I I 1. - 91V , /, \ \1 Q1 \ - , PROPOSED 6' PLAN I ING STEEP SLOPES (TYP.) � Ill I I , I - . 11 I G R 11 IF IF E NIM � v " I \' \- I j- _- . - ----­--.-t,. W ,_ lil�,\ \ ----- ,�� - \1 - - , , , . . . I . I � ,­7 � \ , , \ . . ,� - _____ . STRIP (TYP.) � --'W�D LOT -I '/, ­ I \ __ - \ 1� �1\ I � ., I I I 1- .11 I - ­ I I I . I , - � , -.. �-,`-,i I I � ­ __ k \,I�k I .\ .- , . . . I ". . . . . ,� . (EXISTING PUBLIC ROAD - j)-7'R/W) � - 'I-\--- . � � I . 0'u, - I? - - - T 11 FUTURE PHA -St IVA .-.i-.\� , , � ­_ �­___­ . I ___ \.- to . � I � , � . � __ ., . , � , . . . , , I � , - .. � l- -A- k - , - - __ - t �\ . �i . . . , , I , , I � . I � I . . � I . . - , I . - -1 )�,��, \\ � \8 _.0lx!__ - 4 IVA - I ,`; , , . � . . . . . � I k:�A v __x_ \ i - I . ,­­­,� x : 4 � - ;t I "I 10 . 11+b5.2 \ , . I � I � x �' � . _ I I i, ..� - - -­ I, , ­ __ __ ,_�- , �FKC: �'k k!Yp� � I . I . I o.8o AC. . �..-.. .�X_ :: I - __ 01 I - \\ 1k . , - - - I _. - �_�_ I \ , �- � I I . . . i .. -�. I � � - - - - - i 1� �--.' , , . � ��;�=_�_=_=____ , . . 1. . � .1 . I --- - - �Z, M I , . A - -,.-. I . . . _� �. _� ___ - 11 , _�_ - . __ -, � I - I I . -----LIMITS OF BLOCK (TYP) - . I \\ �,\ .1 " ­ - --­�77;�77`7--�77 ­ -.;��-­; -_�-- - 7:­ 1 \ - I LOT . I - ___ I , -;� �7 -, . . I C;) I I OT 172 I I - , - \> �e � , � :�', " I __ � � i; �\`\ . " - I 1_� ____ EXISTING ) I � I 1 .404 1­1k - "� I .�li �P_, , 'I �'k , 11 1 ,4 ,� 4 I- . � 1. . .. \. ��.. V-1, k % . ­-p-7= _.k_ IJ6 \\ \ � I � I A- - " 1� 'a ,L , i - - i, , ? � , I � . v* PROPOSED DRAINAGE __ ­) -ZONING LINE '. "\� �--\ __ -I � \ t , -. �-'�, -_ �, �� , �X\ � __ STOP SIC ", \ . \ . A �, \ , __ I 1 OT-16- 1p�v. - - - I � . � �� -6 ii,� ,� V/ �- I - -1 .- ..... , I.All. PRIVATE ALLEY TO BE OWNED & I \ 11 - "; � 1\ � 1��, \��\\ i - __ - __ I � I RIBBON::: - __ I - " - - . __­_ - � "I I I :), \ \ , �-�:��:,- I . � \ � 11 . .* ... '. ... I . __ � ,� "\ .. �. �, , I I � . AINTAINED BY THE BELVEDERE �%. \ �. ,� 1. � � , , \ " \,------ - -p . � I I NO PARKING SIGNS SHALL BE 1� - - -� "' " � �/ , , ___::_� : _q � - - - __ - \ � I V, I / \ I I - 1, 4_� . ,v HOA (TYPICAL ALL) . NORRIIIII , I . I . - - - - - - I LOT 17-1� - J\N � � . I ,-�!� ", 'w \&) 11 . .� 11 ''I . . I �) ,T, -i-2+70-84 w �; I - __�() .. . . _.. _..... NSTALLED EVERY 150'ALONG - �9,"�� C'�-O .. . I . ... \ rHIS SIDE OF THE ROADWAY �� \ \- R W, /. i� � . I 1. I . � . . . ii- - _P�_ 11 I , f fl '/_ I 1. _'�) , . I I LOT.. - . . , V�-1 \ \ 7 / il � \ . : - / \ � - � _jll� --ri �u u, .. I/ I 11 I ROPOSED STOP SIGN (TYP ) _. _- r -1 -F-, -:�,o_ I \ \� LOT j-66 I �J�. � - __ __ - - I �, �� � i , / � _� / � - / I ,� . . P � - I \\ 'I Q.� I , - - __ \ 0 � �' �� �7// V'�� I _� -, I I , , v \ .\ , . 0 _,3 / ROPOSED STOP SIGN (TYP.) . I'i VU �k �, /�,w � � �itl, ,� 0 uj n 1. I , , . /-/ / . - .I.- . in -;0 :n / i, � . �p t , I 0 , ' ­CG-12 (TYP.). ROPOSED NO PARKING SIGN L9 I \ � � / r '/ // / r I V, I PROPOS D VDOT STD. �rl cl- / I , i, V \ I -,\A il __ :�_�_ , � �-`- , - / // _'� 11 I \ ��t_�_,, I I � LOT 170 - � / �� . I -, I 'i�',L �, - - �\�% \�\ __ __ ____ - - ___ - - - - - - , ,. _l t, %I wlt�, , � m- '-/ , I � // \\\ . 11 \ . ­1 OSED NO PARKING SIG I � .- 4 _11 =�ll. i 0- ..\ - - I I - r- . :-:.. ;� I Al IOSED STREET SIGN (TYP.) . . � , . ,,-, � . . .. .. .. . , LOT BUILDABLE I �'r � "b�� i i,- . \ I . '\ ,N) . - -1 �­ , 7- __ . �, ROPOSED VDOT STD. CG-12 (TYP.) . I - I I .. .. . 1.� U / P4EW", V/ A �7 r A� kj \ , I . LOT 202__�', -, ��_ r .. . - i - - --- - . I I 't , 'i I . � _�� I . � .. .. . iii..�.�m AREA (SF) AREA (SF) I �� - - - � . ,k , 11 � ,# , , - _ . . . . z ___ - �it �. '01 .1 - � , it 11 . . , ,�� - .._. ­.. -­ 2�+66­ , 1_'_� . le��_ 11 __ � I .� ____ __ - . .. I I I .. 0 1. I - � - �.. .. .. . I . .. . . . _� I 0 1 , I I I 11z //.4, � - I.., .1 __ - � . . . � . .1 . . k . ,� __ �'_­ � . � - . . . �. . . . � . - � 1-2� 1 ��_ .. � - . .......- ... ­....­.;..U� 11 .� ­ - _,:� - _1� 7,691 � � ,�� � � �l- .A - - .-I.., 5,152 - I 11 . � I / I tyll ik . - �- . - 7- . -_ __ - ,'I �11 � �// /6 477 � I . ,. I T I I :­ . . - . . . . . . - . Aq � . . I . . . . � I . . .. . . . . . .. . .. .. . .u. .��, . - 11 � �Z,�7 1 __ - �� '�_- ,�, 7,412 4,956 - - I !I I � -1 LOT:i6q , �' , � 2F, P, / . �' I ' rr ' 24' � �. � - .!_�_ - - 0- I 1, . .. , ... . �_ . . . � .. r - '�'­ _ - I 1. � , � � . . . / , -_`Z, ,� Z�_ . X..", - - .1 � - .. q i ,;r . L �. 0//� /// I I_,- ] I. �� v ­__.. , - - * . A - _�7777-' -,�-�Il -2 5 - . . . . , - � - - . - v . . ;, , `� _1 � . � - 2l . ,/ . .. . , - I L-l-L -+ � - - / I - . . - - tIC go �\ , , . - I . - . _� 'V- � �_ �_ - Ix .� I it�� t' :1 '72� ", - ­r .. , - .-� - I . . - -, - I . EXISTING I I _,_ _ � � .. �_.�. / . . .. .. ,Z,�, -,��' -,. ,�� _ � � 7,185 4,659 4 - _ - . .. . � ......'. - . . . I �� w I I I _. ­ - - � I I - - * - S . . . . .�� , . . .. .. . - ,- - I I I 41 / - , 'L.-, / I � lz� - - - - - . . . � . . - I I � ...... \I\- , .. . �, - �._ ... 1 . i . . ... � "§ '�­ ­ ___ 1L_ - - - - � ­"! - - , - - " ,­ . . Z, , -k,_1_ \V, -, STOP S . ­,�.. .�, �­:� :. . .-- -� - � -,� i;;:-- - t7__ I '-' I -.�- - I . i . . - ,�, _�� - " ­ __ 1, . ,,j ­� I -.­. - , _�. . . _,,,k__,,e - Iii ­­ . _,� - - - - . - . . I - I , "I 1(3N ,,��', �,� 'i ,\ , � -". , ��_'�_'Li___,_`_,/_ -OPQ -, , A .- ,/ I I 11 � 1, I - . 5121=,�L-_�A �- - , � . I .1 __ r. it _ - r 1. 'V�j . � : �-.' .,�, . I [V -:�-- - I a� �i� � - � v . . �. - -1 - , �, - - 7., . _�� __ I ir� . - � .. . I... .. . I - , - - , � , � � ,�y � _17�� 1 ! EE�A__ .i .. ._ - .­ � . I , , . 1-:11 l . ���_ . 110� I � . '(59- Kl\lv) - - I __ - � <6-, --:� - , - " "\ 7,121 4,763 __ I& ­-­ ',� -;,- V11 , _.111___._1__ �� � �� - i�i 22+u� . j', - 20'� .. ;�� -, 1_� N, - _� - �___ � I _ ____ -11 . . . . - - ., , . 1�- . I ___ �l�__ ___ � _7�_ - . -��, -___ _ I � ­1- . .--.,- . �� - , ... � I., .. , ^so ,, �� � " �� 1� - ­ - . � V �.I � bR VE.. - - - ­­ . " ­..,.:�,:4 . - � 6,807 4,719 ��,:a _��__ _��/_­' - � I .­ ­ � - .�� -� - _23,+00 !, i , .1 1. � . 1-1 - �:t�- - �, ., 0 \� _____ -.W�- . .. - M�, - ! � C117 -�4 - , - 0.1 -- ,_� "' "� - _., , _:)_ � .- _� I --- -fl­ 1-6 �..� . . 1. i - � / "', " , "-, I I I � , 20+00 , � . . . ­ . I . , lr I � "I \� _; � �?I�,.__� -­ ­­__� �1_11�1_4;_ -- " � I..- 7, �' 19 i)� � � , -,. I . � I ­ .11 I . _'A - - � � __-�zm �JI 9 .PROPOSED SIGHT - - � �§ifGl - _�t_ �, 1.9+5 � , -, - . .. . . - - - -z-,� ,.. - -- -I-rD, -- .1 I . - I I � - - � I . I '. � . ��.,_�.M�-" - I . . 11 I . . _u . - ... ...� - 6 �.. -1. +, - ��_ STAtv(�� �1, � ,�, - ::�- - �, . . - -- - I " � _��' - � I ,�Z- �- I I I , � , 7_�!��.=- - , . � . � _�� I _1, __- ­ , `� . A=�"_[� w_11_fl­-_A70 -'!11410_�P�__� � I . I I I Al, - - _�� _ 1\ - . _�­_ - , - . . 18+.00 1 7 - I , ". , � . _J: . � . . I . I 7 ._� if�� ­� 1, 3,538 ­ __ I i wk - So � 13+so� I __ l�unml 11 � I . . � . '' ., - . - \ , . S16H r DISI INCE'- 33� . . . . _.. _ ,�,� ", - - '_'�,-- `�Z,, ,�, �,�, � ____�_ F - 1 . _. - 5,65,4 - �' . I . I . 1* - i DISTANCE EASEMENT':��' `1 1� . __"�j-.A5_-__0 "I � I I . - . . �9 I ff -wt_ T L__ , - � " - A.��,�17 1 _49�-- . . � � I .1 . I , _. - � -�� ... � . , �_, _'Z�_, �-, " � _� , _ ,_,,,W� . . I . . � 1. 1:.. � _� � I 0. I . � ... - m � . _l I `1 I . . �. .�.� I 'A I 11, I - . - \11 -� ,\\ �- I I , ,&,,,�A _- . I ,� I � 0 1 .. . ­� . I . ''r- , I - I , . , .'' , - , IT D STA N - . -: "" �_ I . I . "� --- I " 1, I ,\ I � I � I .1 �. I � . . I , 1 - . _. . I � . . I � � I � 1, - 1. .1 I .1 . I � .�>, , �, , � . I- ,1A__,_,-±-_-- __L__-_,-,_L-----_j-_____ ­� --- l:_ urr:;_ .. . - V .. I I � i 1 -7 . . � I I OP SIGN (TYP.) I \1 ., � 'R[W) I I " - - � .�_ , - ' I'% ,-\ - _1 I � �+, - _S9 L_____L � __ �-, _,��,_, . - 1'� I )i KUPOSED ST��' ' 1,00, "� , , 5,860 4,198 - 1, 6+50 - , -- � ­17+u- p , -/,7 ala- FAKKUVV LJ'Rl\/t �. . .1 .* - m-o' 'I I CE ln__L--� __ :i,,-_­,,, --��_­-'A*� --:� i. � , `�_ - - � ­ . , ��j I I I I , i � _�� .1 - V1. 'i - \ / If - . i. 7�, . ___ �' ---' �_____�, , __� , - ..As - - * � . 11; - - , I I I I ..',, _aulc-, �, . - .0 - I— . __.__ __ - I � - , I - ,� , ,/ , I - ------::_ ___ I . � � � I . , I . , , � . � . I � I � I . . . . . . . . . � . I . I - I'- k��,, I ,_,Z,� /I \ , \ \ 0 -i-_ �_ - " , �' , ,,, 5,658 4,191 t_1 / ,UBLIC ROAD'TY _,_�_ - . � - o� � � in �� - m�- -­� . , , ,1 .(F _,,;�__ I I_ ­� - 7r - "PI �" LOT 201 . . /, , ,��, . . . . . I _XISTING F ______=7 _� � - - ��7 _7­1. - �'. __ I I . , . I �� I I I I 'l, VIi � - ��_' . 32� - \", I, % � 1_­� I gl_'__r I I I I � � Ok I -,- I ,\ � � -�, � I I I __­­ - A '-- PROPOSED VD � C-f IC -4�, " � --�� -, , I �. I I � I . . I I I � ­�_____��__, - - , ­--:-­_7-1,7 1.�_ - I � - � i � . I � . . I I . � , =�­� -_:�z - OT . \ 1� , � / . i STD. CG-6 k I I P. t - '. I I , LOT 2oo . 'I 'f�.�a \ �, , , . 3,971 . I . - --- ----I A , � I , 5,409 . - . _`__ - , - , L. _� - - __ � 7-1 / I , I . ), LOT . . A � " . � - . F I \,1 , , - zt��� :�7_:��_ --- _____ /\ I . ,_ i�__ I , , � I ___V ­r­_; z I . I 199, . ,�A" , �, I. 5,366 3,946 r __ _�� -) ____��_� ., � - 1_� � __�: t � . � � I . � I . til-I - �. .. - . I I 1p 101'. , , ---- - -I �� I , 1,�-"' I , " ), t��� __;__ .F., - �:::�� -� r I �1'1 I - � . . k I , . I , /-- _1� , - _1 I. -, / "I � LOT i98 , , .. � �� 111. - �� � � . � 'IV , \ �<\ , I - z � _�-_ ,�._-_ i L97 I I . , 1_ . , . - I . I � � _1�sl �­�, �\ ,> 1 5,464 4,035 - I - \ I (/ I ��!�bE �l I . , �ljk I I I � I . I . It �a - 03 ,I., . -Elp , , "\ ---::::�'i i �. z � , - , � . ,� I \, , �_ --::- 11 I I , I it 1. . � I . � I . I I I Ell? , �� , �1_ / - � � 161, 1 1 1 f I 1/// ; I 11 LOT -.L96 , I FKUPOSED TCONCRETE . . , , � k1l I I � � � . k k it- �- - . I . , . .i� , �10 , �� 5,480 4,083 1 � / ; , I .1 I i. � . I I I . '0 . I � A'� -"_�� "I I .. . � . . � - / _e,, . , , I M\lt I - ..... . .71 , l I . I � I � " I - . 5 - . , , ­ 0 ,7�; .., . � " V i � / I ��/'Isl I 0 , , SIDEWALK (TYP.) . �. - - , I __ I I . . S, - _� . , � � - /jr A, ill t I i . 11 . _�, , ��"_:;_ ';_ �'. � 1. - I �* / � . . 1. � - . . -.- -� � p,I\N �, " 1?-1 5,596 4,131 - � /Z 'A I I ,, I -, / __11, I � I I . . �1, -- 7, I '' � � I , ­11 . � , - I r I , -n, :.. . '. I . - I I -0,0 I I , , , � . I I , e�­._ , 11 , .v I,' I i .- I I : ,, ': ' ,,,, r-,, � - ' ' , K I _< . , .1,01 CSED 6'PLANTING� V, 1_­_, � - , 31 . . � I 1� >�% -19� i / I— . .111, I I % I I" :�.- '_ ­ . � .. � k -,, I I . . . 5,893 4,403 1 I LOT , I . � I I � I I � I .,�, ,� \ J< .... ..... - -1, /,,� _� LU 1 194�_ �, � . � I ­ � 1:2- EXISTING �-,­­-­F�,-:E­, / -,-" I 5o. , , STRIP (TYP.) !_!\ 1, ��l , , , �_ ,� ­ __1' . 1. I � 11 � I I ,L'.. I � ,� �r, 9 .. . . ''I I 1; j ...... , ... � , '/S?� I 1� ­ I I �'Sfib R MW' AT E R ,� ,i­ � I � . � . v- -) I I - l I I ­', , ­�� a0r, -1 I Y/,. 1 , / , ,� � b L 0 -.---:- , S/G�� i , I I I I 1. . I I . I k -1 I 1� '71- "I 5,704 3,779 - I t t I 1, � ., � - . � I �, ". � I I 3, I . � � 111' , i 1, � ­ I. . 1�� I I I . I I - \ ��,_ - - -L I", . + - - "Alc,- . _ -O'T 1.93 1 1 1 �. I.. � � I 1, I � 1, 1. MAN�� �': L, � " '� � �'72',,­:,,. . ' ;1,1, I I I I I DE � 11 _-�-�-,- __�- I _-, I � I I �v �_ , ��_�- ul . I I . -1 � I I 1 i I I �� � I �L I . I I �111,�,: I I ... !! , -'�! - I �� � I I � � - �1�-* � � I . _� _. , i_ ��_- - ----* 1-1 , 7,249 5,080 1 1, 1 � � I I I _ - --'- ' ' ' 1­` ,�P,?" _�, I . � PROPOSED SIGHT 1-1 I I . I I � "FxC - �_ _­ _N I �'! ""_,,"�, - -, L I PROPOSED 6' M - -7- ''. - , ,- - ___ - ------ 1� 's;1>_ � / / I 1. . - � I I 11 � �' r - 1� . W - , V/ ; I I �� � � I I .1 . LITY --'- - - ' , -- , - � j­ j'L' � 't� � L - , - - - W // I X I DISTANCE EASEMENT � . ,__� , 6,798 5,162 1 ; . � � s w �A , .' -y'13P"Cii�--tO �jl , " l _�r I, � " I , I I , , 1.1- �_ L �'; , MAINTENANCE--,zZ,,_ti, SE � � i I'll I I :, , I . - ... f I 3 I I . --v'&) i,_��--_ /I I 1-1 . � * - _'_ _�, 1, : � , I _-� � - - / I i �X I 'L �'_� _ � I/ . i . . � I . I � , --------EASEMENT (TYP ) - L ___��_-_-��- i , --- / I I i I . I - � I . I � , __ 'i - 11 6,798 5,099 , �j I : ., � ­��', - / 4, � ` ___ - l . - i PROPOSED NO mmi I � , i I I I I I �.. . . I _,-, �11 , , % 1­,��/ / ____VA�­, - /, 11 - - I I � /� I . I �, - I I, �,,r­, ,0 I , , ------- __r - /­v X71, '�, 7,118 4,968 i ,�,, I : 'I., . I I �� � � .1 I � � j � 11 -, I ,�Z�, - __ L____�_ , _- . PARKING SIGN __1 i 1. I L I r . I � I * - I , I I I / , . / 0 � I � m I � I I / I I �il i I L I IL . I I . I I I I � � I ­ ,, - ­ - 0 _), I I � � � , . , - � -_ , _ TMP o62A3-00-00-00100 6,173 4,179 1 � I I -I .,% . I �, �'.. I I I , /� � �X/; TMP o6200-00-oo-oi6Do :) 4,879 3,554 /�'j I I � . I I � I 1­&rl ,.,. � - , � � �kr� ­'. 1_1 - i I � I .11 , I E, 'LVEDERE LANDHOLDINGS LLC I BELVEDERE LAND HOLDINGS LLC 0 , I __-----I ,NEW BELVEDERE 11 ­­/ I 1 5,067 3,396 l I(XV, _/ I I , ,r I., I— , - 11 DI3 4966 PG 372 A- //// / VP 662GO- I bv-.�, � , . �', 41 r X1 // /// DB 5o88 PG 6o5 6,432 5,011 / 2_/;11 / / / 11 I � . I I "I �r/ I ..,�.. I ACREAGE: i-Sm ACRES ACREAGE: 90.778o ACRES 7 1. DD- / ///////1'11i/,", PROPOSED 20' UTILITY EASEMENT (TYP.) � .L � " '.�! - , V///, /. " ,-,. . � 4,654 3,343 / / I / 7/� . I / NOTES: / / / / I'll, -/0-/)- u 9/ __ 4,916 3,312 �/// ": / I x PROPOSED WALL - 0 � " / - 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER 6,746 4,855 "I " '­� 1//r/ MAX. HEIGHT=8') CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES .� .� � .� - � � 7// ��V. � / 1�1, // / 6,600 4,998 2Z / / �01' ?/ -V_?,�o � I / / ' PRIVATE BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL 1�/ -1 �/ �!/i - / PROPOSED 10 ,� lf�: CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE . � " / �/ - � I'll / - � I TYP.) 6,600 4,998 - I I - " -, , � w" �Z/ // / UTILITY EASEMENT ( I - - \-\,I \ I / / " - I- I s / / OR PAVEMENT BEING PLACED. - - , '�\ / ___1K . / / - , _-'s 6,738 4,802 1 1 L\� , � --N ,9 , / c\ - - , __ )- ,,_, -1 I -, - I/ // / / CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE 4--r � '. - // /Z -Z X�_ - I /\ I /� , , , I - , " , I ,�, / 2. __ k- \ " - __ - �_V_ �� �,� - - T, �7-�I� - _�_ , ,� , GRAPHIC SCALE / THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 5:>�� 3' -i , , , , __ I ,7 �) " r 1\ A I ___ \ \ ­1. I , \ - , � I ____ __1 , -, - \ _1 \,�� , 6,240 4,692 / __ �, \/:� , I - I � , - , � - .... 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PROPOSED UD-4 uj CL )POSED YARD SWAL LA q7 fl iAl Iry LOT 203, it LOT 149 EASEM LC 916 LOT i LIP 221 21+5 ul bi LOT p,7+5 Lu "Tr (-STUB P1 Lj 14+00, CL EXIS uj L 0 PROPOSED TEMPORARY GRADING' CONSTRUCTION EASEMENT ING op Ty LOT j 19 LOT �Lqo L 0 19 9, 1 �0 1 0 ACREAGE: 90-778o ACRES ftED RE IN IX TA Ln .,-POSED SEG fWALCL TIE-IN TO EXISTING W LL SCALE 177 -, xK1 200 /V lop 50 IN PKET ZZ ALBEMARLE COUNTY PA VEMEN T FINAL PLAN GENERAL NOTES 1. A N A C TUA L COP Y OF 77-IE CBR REPOR T IS TO BE SUBMI TTED PRIOR TO THE PLA CEMEN T OF THE A GGREGA TE BA SE MA TERIA L. GENERAL CONSTRUCTION NOTES IF 7HE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINIEERS APPROVAL THE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING PROPOSED METHOD OF CORRECTION. 2 SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINIA J. TEST REPOR TS ON SELECT MA TERIALS MUST BE SUBMI T7ED SHOWING THE MA TERIAL MEETS REQUIRED GRADA 77ON FOR TYPE I, fl, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY OR N PRIOR TO PLACING AGGREGATE BASE. REFLECT THE REQUIREMENTS OF 774E PERMIT WHERE ANY DISCREPANCIES OCCUR THE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE MLL BE WAIVED IN THE EVENT 77-IAT 77-IE SURFACE COURSE IS BEGINNING AT REQUIREMENTS OF THE PERMIT SHALL GOVERN. THE COMPLE77ON OF 77-IE INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT 7HAT THE SURFACE COURSE IS APPLIED PRIOR TO 2. ALL MATERIALS AND CONSTRUCTION ME7HODS SHALL CONFORM TO CURRENT SPECIFICA77ONS 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY AND STANDARDS OF VDOT UNLESS 07HERMSE NOTED. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE J. EROSION AND SILTAT70N CON7ROL MEASURES SHALL BE PROWDED IN ACCORDANCE WTH THE 6. BASE MUST BE APPROVED BY ENGINEER FOR DEP7H, TEMPLATE; AND COMPAC77ON BEFORE SURFACE TREATWENT IS APPLIED, APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, Z PRIME COATMUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 O.J GAL.ISQ. YD.). 6. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WTH CURRENT VIRGINIA DEPARTWENT OF 7RANSPORTA77ON SPECIFICARONS. GRADING OR OTHER CONS7RUC77ON. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWA Y'S CAPACITY OR 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. TRAFFIC SAFETY, SHALL NOT BE PERMITTED W77-IIN THE RIGHT OF WAY. ONLY THOSE S7RUCTURES SPECIFICALLY AUTHORIZED 8, 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY PERMIT ISSUED BY WRGINIA DEPARTWENT OF TRANSPORTA 77ON MA Y BE LOCA TED Kq7HIN THE STREETS RIGHT OF WA Y OBTAINABLE, LESSER SLOPES OF J.' 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN 7HE OPINION ACSA GENERAL WATER & SEWER CONDITIONS OF THE COUNTY ENGINEER, OR DESIGNEE, IT 15 DEEMED NECESSARY IN ORDER TO STABILIZE A DRA INA GE CHANNEL. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WTH THE VIRGINIA MANUAL FOR UNIFORM CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. TRAFFIC CONTROL DEWCES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE- PIPE -CLASS 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE 111. PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. FOR THE COIVSTRUC77ON INDUSTRY (29 CFR PART 1926). 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER GENERAL CONSTRUCTION NOTES FOR STREETS CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARDS AND SPECIFICA 77ONS. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 2 SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED W77-11N THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). A BOUNDARY LINE OR A NATURAL W4 TERCOURSE. J. GUARDRAIL LOCA 77ONS ARE APPROXIMA TE EXACT LENGTH, LOCA 77ON AND APPROPRIA TE END 77?EA TWENTS 6, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP KILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTFON. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT OF PIPE, OVER THE CIENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. LOCA T70NS NOT SHOW WHEN, IN 774E OPINION OF VOOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. BE INSTALLED FOUR (4) FEET OFFSET FROM 77-IE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER W7D7HS SHALL BE INCREASED TO SEVEN (7) FEET &VALVES ON DEADEND LINES SHALL BE RODDIED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE 4. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM EXTENSION OF THE LINE. TO VDOT CG-9(A, B OR C). 5. WERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTFUNCES SHALL CONFORM 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. TO VDOT STANDARD PE-1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL N07ES PAGE 2 OF 4 6. COMPLIANCE 107H THE MINIMUM PAVEMENT INDTH, SHOULDER WIDTH AND DITCH SECRONS, AS SHOWN ON SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE S77?IC77- Y ADHERED TO. EFFECTIVE JANUARY 4,2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). Z ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIWStON PLAT VALIDA770N. SHOULD 77-IE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA 77ON, THEN APPROVAL OF 7HESE PLANS SHALL BE NULL AND VOID. jq ALL SIGNS OR OTHER REGULATORY DEWCES SHALL CONFORM NTH THE WRGINIA MANUAL FOR UNIFORM TOP TOP A' � � �- .- --- - -- - , ­­ - -q ___ 0 ­­ - - _ _______, , � i Ip I 1 � I 1 I �, I-- 11 I z ­­ . �, - - - , - - " " �'/ __ -1. ,__ " - - ---!r-=- - - ! :,�, � ii ­_1_111 -, , �-/� _­ � 0 ") � " ­ - 1 -11 ­­ ­ , � " ,,, - - � - 111--_ I I- I I - 11 � I , I " - 11. ,_ ­ "''I" - .1 . 11. 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'�, " 1 � j � i I ..� � � 0 e/-//�1111, 1\ \, ._rL � b 1 ef",�_ .1 AP , t I 1,�� ,,�-7,- ,� ;"" ,_ ", I i I � � - �, I I 6�j 0 N � � \ \ . , , , � - I - ne . .,�� V i ,,,, � i 1 � .1 � ; V �! k!!Al� - ­ ­q'/ ­­­ I , I ' I, , " " 11 -,.-- , � , " ,/ I , , � 1�- ­_-- _�, - SFA) 6 � ' ' '�� 1 5bMI 1� L'�� N r ", ,,,�,� i " ,� �r I � "I K '�" — I I , ­­ 7 , , �00'3-, "r­ - ­_ --`,4""/-,�a-`.t,�?� ", " , / ., -, " I �, 11, - I I "I,::: ` I", " - -, , � , ,!� _1 , -,� 1 j ;1 -1 I - � ,�� _ ,,(MIIXTUILE-L.L5%��D,&,25% �,_ , 11�`,�'15 1, - � ;_ �� / , " , � , -.,,,.._ _,,r -1 I I-, ��,, ,,, � �_,_ - _ - I .S� - a - - '? " � / I , , ,. � , ,,,, � Y, "I �; �, i i:", , I I i . __ I � " """", � ,�� , �V_" ,/ � " _ I I I I I I I 7RAFFIC CON77?OL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ut- OF 4" ORDINANCE AND MANUAL. � CURB [/­ R=2" CURB 7 2" R , �1' - " N .��, .1 - . . ,:;,�,�,\,/T, �,­- . 1 . . ___� 7RIP GENERATION FIGURES BASED ON ITE TRIP - ",/, V / , 9. TRAFFIC CON7ROL OR 077-IER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER , ,,�6,. ��. ' .,� I , WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER CONCRETE �,�>,P. 1�:, 6" . I 1 6" , GENERATION MANUAL, 7TH EDIT70N " " - I.. - 1-� �, , 4 , " " . . 1 , . TO PROWDE SAFE AND CONVENIENT ACCESS. TO BE A3 ,,��, ':', �' ' ' ' , .� '.Q � 1 1 .. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS ..�_7 .. 30 SINGLE FAMILY DETACHED UNITS - ITE LAND USE IF CAST IN i�/,)".':' " 1! � . . , , '' , :,. , '.." A, '. I 1, . - �. , 111,111111 ___� '. 4 : , . � � 4 1 . . , ,� - . . 4' ' . '. , . " I . � ,,� - 'I. : .", , � . .� _� �� � . � . . � . 11 -1 ALLED UNDER > � V,. ,_,1�7477 ' , 7 � DETERMINED BY VDOT FOR PUBLIC ROADS. PLACE, 18, 5�1' M! 1j" , - . i, 11 7" CODE 210 ANDARD CD-1 OR CD-2 CROSS -DRAINS ARE TO BE INST THE SUBBASE MATERIAL AT , ...:41,11, -A I.". � 4 . - 287 VPD (143.5 ENTER1143.5 EXIT) 11. VDOT ST - , , : I . - A ".:� I '' .� . � �- � . I � ­ , , , I - . - � �4 . ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOW ON THE ROAD PROFILES. S " t , � UA � . '. ""4 4,000 PSI I � . . I - "'­'�, I 1�1 . . ADT IF . .. " , ,f. ,�,� '' t . - - '.� . I 1; , .� - . 12. A V4DEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED �. I , ... � � ; - ", 'a MKC14+11, Z" 1 ... . I , AM PEAK. 23 VPH (6 EN TER11 7 EXI T) � . '0 . - I � . . 0 " , I I ?.1, - ", � . I I . � -1, . I THE WDEO INSPEC77ON SHALL BE CONDUCTED IN N", I I . �,.: ::)?rq,,�--� 11 _� - - ­ .1 � - ,/ PM PEAK. JO VPH (19 ENTER111 EXIT) � PRECA _ �� � I L�L �` , , �41,ro;` pf A � ­ � � "' INACCESSIBLE TO WOT OR COUNTY INSPEC77ONS ��"_11_4,n - MR,, ­ � �, , �,a,. , - � � - -- � _� . 11 I ��. , I . � . , ( � �, - "I - � ACCORDANCE W77-1 VDO*rS WDEO CAMERA INSPEC77ON PROCEDURE. i ,K//� I � E;;�v . - . 1, , R�npr- 6 � ..... I .... � � - _ I—— LINi C, i�� "I i i% . ROAD NOTES 4- Min 4;�Qo,'c�)� VDOT #57, — l'--6"-- 2' - GRADING DOT #57,#68, OR #78 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE ,,_�, 'O''' STANDARD CG-6 RANSPORTAT70N SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONS77?UCTFON 6" UNDER CURB. VIRGINIA DEFAR7UENT OF T � & CHECKED BY VDOT METHODS OF 77-IIS PROJECT CURB & GU TTER NO SCALE PRIOR TO PAVING AND/OR 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE STANDARD CG-2 BACKFILLING. ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WTH SUITABLE MATERIAL TO THE SA77SFAC77ON NO SCALE OF 77-IE ENGINEER. J. ALL GROWTH OF 77?EES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEAWZNT OTHER 7REES AND VEGETA77ON WHICH OBS7RUCT SIGHT DISTANCES AT ROAD INTERSECTFONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO HE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONS7RUC77ON OF THE SUBGRADE DRAINAGE 1. A LL PIPE CUL VER 7S, EXCEP T PRI VA 7E EN TRANCES, SHO WN HEREON A RE TO BE RCP W 7H' A MINIMUM CO VER OF ONE (1) FOO T 2. STANDARD UNDERDRAINS (0-1 OR CD-2 OR U0-4'S) TO BE PROVIDED AS INDICATED ON 7HE PLANS, OR WHERE F7ELD COND177ONS INDICATE 3. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF F7F7EEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE K17H THE VIRGINIA DEPARTWENT OF 7RANSPORTAION SPECIFICA77ONS UNLESS 07HERWSE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 77-IE SA77SFAC77ON OF 77-IE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WA TER COURSE. . PRIVATEACCESS I PRIVATE ACCESS EASEMENT CIL POINTOF EASEMENT FINISHED GR4DE - * SURFACECOURSE _* - /_ - a. I � 3:i - _\ V4 %' / � V4 --'I' I EXIST. GROUND 3:i ...­ ­ iii-i" ".", .. I EXIST GROUND -0. 9-bap% ,%-181 mb�%C�8 - I CONC DRAINAGE - CONC. DRAINAGE I BASE _\ � /_ RIBBON . -L RIBBON EXIST GROUND EXIST. GROUND I .1. — 7 3L- MM �__ 7 1 . --------T CIRATRAcTaR SHAEL EAWUAr RIBBOAr ON TZW OZTAR — 20 — ZWZS OF FBT ALLnV.JY AAr CAPASM OP SUPFOAfIAV TYPI614L ALLff-Y S.,WTIOAr Xf" & RASW,r F.-NIVULdR Jr=BrS UP YV A9 MAW. PHILLIPS ALLEY (ALLEY L), FINN ALLrY (ALLEY Af), & CO"SLW ALLffY (ALUY P) 'OrsinAr sp,rxD L1jf1T MMP4 ICONCRETE - A R/W SIDEWALK J-,? \ r__-,,., _�_"37. EXIST ?, > NL .3.1 1 & if 1 - / EXIST GROUND ICONCRETE' - A R/W SIDEWALK r_ __ I." \ EXIST NO - 1 1 . . 1, k. � . - 17 EXIST GROUND SM-9.5A SURFACE COURSE BN INTERMEDIATE COt COMPACTED AG( BASE COURSE, VD COMPACTED . ASPHALT PAVING — ROADS NO SCALE 51 � 4- CONC.(JOOO PSI AT-\ 28 DAY OR S7RONGZk - _ . , � ... , - .. I . ... . * i ., " A. .. , % .� �4 - . , - , , , . . ., 4 . . � ... . .� . .., . - .. - li , I , * � � � I . .1 4 ­ - I , .ffoT TO SCALE . - I - - - - - - � � x7f � W��� . __ M\W$P� , ­-r�- 1�i ,,W4:� � , \_ 401 21-A STONE BASE " , ", '�W* " , - ,9*, , - , , - - "�t�'Vlo 0""", L, il,N.1,4, ""' , "p"', " � " "" � " ,,, A I x 41E, 'i CONCRETE SIDEWALK " F2 J�Ii_�,',"W;`, Vkz;�4% �.f CG_6 POINT OF POINT OF CG-6 h !� CURB & GUTTER FINISHED GRADE - FINISHED GRADE CURB & GUTTER �, �., ii / i"! I! / '\ ,, '! 1144'� I' I /_ IZ±Ll I / lz�Ll I _\ ` 114'. 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PLANTM <;�-, I _.. :.�, a,w.. ffiq��,_.� . &. ....dw I- ki- �_ Lij PLANING . _ - %w - ��11' S7RP APMFA� 0 SIRIP .5, .5, EXIST GROUND cn U z 2e'E _j ,IP-EIP - _j _6' 10'.. 19' 0 LANE ANE 6�_ - . 5 Uj () - L __�8'ONSTREET j � J2' FAC - FIC PARKING yj > 0 �-N 57' Rlw c� � .J , (D F.M1614L ST"ff T .Yff MOW NOTE: lcl� 0- 0 � BARNA77 STMBT - ST.4 fO*00 - ST.4 Y5*35 -(AW" H) ct TJU VEL LAArff,Y FffH J < Uj c_ PARUM ON ONE SIVE 0 SfiELPON STWENT - STA f0*00 - ST.4. Jf5-k30 (RO" I) - fiU8ZJr JW,4BS (D Aw" > Lij .0 , AWICAr SFNEV X5 ?npA , (::) :3 " 1,��." Q 51"', �4m M �f ft'� " x ",'­ NOT TO SCALE �,?�k i�q c:) MS',1,1_�,'� I, , , - I - a) ,.�4�� vljw.%_111Z,�4 , , 9- , -_ - I ­1� f-,�,,�,��,,,,,,�,��,,-,,��'Z���,.� " ­�,­',­��',�%,'_ ,'.�_'Q � ", �& � , I,,, ,,�,�&,In, _ N , � `�'!%R,I� �,' ,,,,,�? __�4-, 0 Q) !,-,�. Lj ,,, �i�­�` &I"'k 5T I 1 ` , ,.?-.­­�-&qV' �%,.,,�,-'g ft'%'.�' .. 11 1_ . 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IRW .�.,, I ca=­'��� �,... \ PL4N7W - l- a- I (n _Q STRIP .. ,"� ... - am-*" 1% _� - 'am ww,P­ - ..%by __ -� , I ,.:., STRIP JOB NO. _0 - 4'UD-4 k 10 5'- UNDfROMOIN .51 41 tv-4 EXIST GROUND _ .30'EIP-EIP - VACOW&W 152121 `62 -61- 12' , 12' 1 I .- - 0 LANE I - LANE - I (O _8' ONSTREE (n J41 FIC-FIC PARKING _ I SCALE 0 _u ,5,9'RA AS NOTED -c M T.rP10.4L ST)&ET SECTIOAr - I S__ NOTE.- 0 ,YARMY BRIV,r - SFA ZZ4-09 TO STA Z5*88 (AVAB B) - PUBMC ROAB TRAVEL L4NES FITH - SHEET NO. 0- B"ICAr SPEFP 30 MPA PARUAV ON ON,r SlAr Q) 0 (FWTZD spff" zrwr,ffffipV 6 Q� = mnr 9"n .IwAiw �__ Alternate Geogrid Placement an Subsequent Geogrid Elevations to Eliminate Caps Overli Betwe Propel nris.rrvi• yiurnvriu rry %imiz CONVEX CURVE DETAIL (Nat to Scale) Fence or Handrail Post w/ Sleeve -It Fence Post System Max. 8'-0" O,C. Sleeve -It - 12" IDia. x 24" Depth Grout Fill After Post Installation va/ Min 3,000 psi e5rout PVC Coated Strut F X� PVC Coated Cantilever Base SLEEVE -IT FENCE POST DETAIL (Not to Scale) Start Geogrid Approx, I" From Front of Units - Anchor biarnond Pro Unit GEOGRIO PLACEMENT DETAIL (Not to Scale) Reinforced Fill ilEL�_'r�.;�irr�ir vV Fi I I Cores w/ VDCOT No. 57 Stone. 4" Dia. Perforated Drain Pipe DRAIN DETAIL (Not to Scale) RETAINING WALL NOTES Min 12" Min 24" Anchor Diamond Pro Unit Open Joint (Weephole) at Max 40' U.C. Drain to Oavliaht NOTES: LO 57PIP VEGETATIVE AND ORGANIC SOIL FROM, THE WALL AND GEOGRID ALIGNMENT. 2.0 BENCH CUT ALL EXCAVATED SLOPES. 3.0 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY THE GEOTECHNICAL ENGINEER TO REMOVE UNSUITABLE SOIL. 4.0 CONTRACTOR SHALL FNSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION SUPPORT IF NEEDED. 5:0 C7EOTECHh.IICAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN PARAMETERS, 6:O LEVELING PAD SHALL CONSIST OF COMPACTED SAND„FRAV'EL, OR COMBINATION AND SHALL BE A MINIMUM 6-INCH THICK LAYER WITH A MINIMUM 1WIDTH OF 24INCHES. AS AN ALTERNATIVE, A MINIMUM 3-INCH THICK LAYER OF LEAN CONCRETE (FLsOtVABLE FILL) WITH A 28-DAY COMPRESSIVE STRENGTH OF 200-300 PSI MAY BE USED AS A LEVELING PAD. 7_0 A 4-INCH-DIAMETER SLOTTED DRAINAGE PIPE SHALL BE INSTALLED BEHIND THE WALL AND CONNECT TO WEEPHOLES INSTALLED AT THE BASE OF THE WALL (40 FEET ON CENTER) AND EXTEND BEYOND THE FINAL GRADE TO DAYLIGHT (SEE DRAIN DETAIL). 8.0 DRAINAGE AGGREGATE AND UNIT (CORE) FILL SHALL CONSIST OF CLEAN ANGULAR, GP,AVEL (VDOT NO. 57 STONE), MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH A5TM D-422. ,TFVP CTTr; PERCENTAGE PASSING 1-1/2 I i-1GH 100 1 INCH 95-1.00 1/2 INCH 25 - fio NO. 4 0-1C NO, 200 0-5 9.0 [�EOGRID5 SHALL BE LAID HORIZONITALLY ON COMPACTED BACKFILL FOR THE REQUIRED GEOFRTD LENGTH (GL) IN THE TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE) NOTED ON THE WALL PROFILE. THE GEOGRID SHALL BE PLACED WITHIN ONE INCH OF THE FRONT FACE OF THE UNIT BELOW AND EXTEND HOP IZONTALLY OVER COMPACTED FILL, 10.0 ANCHOR DIAiIAOND PRO UNITS MOLDED DIMENSIONS SHALL BE 8INCHES HIGH BY 18"INCIHES LONG BY 12 INCHES DEEP AND SHALL NOT DIFFER MORE THAN + 1/3 INCH IN ANY DIMENSIcON, 11.0 A 1-INCH SETBACK PER UNIT (REAR LIP) SHALL BE MAINTAINED FOR PROPER BATTER (I.E, 7 DEGREE CANT FROM. VERTICAL), 12.0 GEOGRIDS SHALL BE PLACED WITHIN 1 INCH OF THE FRONT FACE OF THE UNITS AND &E06RIDS PULLED TIGHT (AFTER PLACEMENT OF THE NEXT COURSE OF BLOCK UNITS) TO REMOVE SLACK AND TO INTEGRATE FE06RID5 AND UNITS. 13.0 FIELD ADJUSTMENTS OF BLOCK. ALIGNMENT MAY BE MADE ON NON -REINFORCEMENT LAYERS WITH THE 1.5E OF SHIMS OR ASPHALT SHINGLES TO RAISE ONE COURSE OF BLOCK BY A MAXIMUM OF 1/4 INCH VERTICAL IHEIGHT. 1. THE OWNER SHALL ENGAGE INSPECTION AND TESTING SERVICES (QUALITY CONTROL) DURING CONSTRUCTION TO ENSURE PROJECT DESIGN REQUIREMENTS ARE METJ THE LACK OF QUALITY CONTROL BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF THESE REQUIREMENTS. 3. QUALITY CONTROL SHALL INCLUDE BUT NOT BE LIMITED TO; FOUNDATION SOIL INSPECTION, VERIFICATION OF GEOTECHNICAL DESIGN PARAMETERS! AND VERIFICATION THAT CONSTRUCTION IS IN GENERAL COMPLIANCE WITH THE DESIGN DRAWINGS. 4. ONLY QUALIFIED AND EXPERIENCED TECHNICIANS SHALL PERFORM TESTING AND INSPECTION SERVICES. 5. FINAL WALL DESIGN SHALL BE COMPLETED BY CERTIFIED STRUCTURAL ENGINEER. RETAINING WALL CONSTRUCTION NOTES 1. SOIL TESTS TO VERIFY SUITABILITY OF ON -SITE MATERIAL USED AS REINFORCED FILL ARE REQUIRED. z. SOIL TESTS OR REPORTS FOR IMPORT MATERIAL USED AS REINFORCED FILL ARE REQUIRED. 3. A CIVIL-GEOTECHNICAL OR STRUCTURAL ENGINEER'S REPORT CERTIFYING CONSTRUCTION IN CONFORMANCE WITH DESIGN IS REQUIRED. 4, MONITORING DURING CONSTRUCTION AND TESTING BY A QUALIFIED SPECIALIST (ENGINEER -TECHNICIAN) WILL BE REQUIRED. S. BEARING CAPACITY TESTS FOR WALL FOUNDATIONS WILL BE REQUIRED. 4-FT Tall. Handrail See Sleeve -It Fence Post Detail Anchor Cap Unit - Secure to Top Unit 4v/ Concrete Adhesive Anchor Diamond Pro Units 14,0 REINFORCED FILL BEHIND THE DRAINAGE AGGREGATE SHALL CONSIST OF GRANULAR MATERIAL WITH USCS SOIL TYPES GP, GW, GM, GC, 5W, SP, SPA, SC„CL OR MLWITH A MINIMUM AN&LE OF INTERNAL FRICTION, ' , OF 30 DEGREES AS OUTLINED IN DESIGN PARAMETERS - NOTE 4, THE FINES FRACTION (MINUS NO 40 SIEVE) SHALL HAVE A MAXIMUM LIQUID LIMIT (LL) OF 40 AND A !+MAXIMUM PLASTICITY INDEX (PI) OF 20 ROCK FRAGMENTS SHALL BE'LIMITED TO 4INCHES IN DIAMETER OR LESS, REINFORCED FILL SHALL BE FREE OF [DEBRIS AND ORGANIC MATTER. HIGHLY EXPANSIVE SOILS (MH-CH) SHALL NOT BE USED FOR ENGINEERED FILL. DO NOT USE !NET SOIL. 1.5.0 REINFORCED FILL SHALL BE PLACED IN 8-INCH LIFTS AND COMPACTED TO A MINIMUM OF 951. OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698),AND WITHIN + 2 PERCENTAGE POINTS OF OPTIN+.UM MOISTURE CONTENT. COMPACTION TESTS SHALL BE PERFORMED AS THE WALL IS INSTALLED. COMPACTION WITHIN 3 FEET OF THE WALL SHALL BE LIMITED TO HAND -OPERATED EQUIPMENT. 16.0 A VIBRATORY PLATE TAMPER SHALL BE USED TO DENSIFY NO. 57 STONE. COMPACTION TESTS CAN BE WAIVED WHERENO, 57 STONE 15 USED AS REINFORCED FILL. 17.0 CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE RUNOFF AWAY FROM WALL AT END OF EACH DAY TO AVOID WATER DAMAGING THE 'r11ALL WHILE UNDER CONSTRUCTION. 18.0 ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL REINSTALLED IMMEDIATELY AFTER THE WALL IS COMPLETED. 19.0 IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR WALL LOADING ARE DIFFERENT THAN THE DRAWINGS AND THE DESIGN PARAMETERS, THE CONTRACTOR MUST CONTACT THE WALL DESIGN. ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL, 20.0 DETAIL FOR FENCE OR HANDRAIL POSTS AT THE TOP OF THE WALL IS PROVIDED FOP PLACEMENT OF POST S. FENGE OR HANDRAIL POSTS SHALL BE INSTALLED IN SLEEVE' -IT FENCE POST SYSTEM DIRECTLY BEHIND THE TOP SRVJ UNITS WITH AN EMBEDMENT DEPTH OF 24INCHES WITH SLEEVE FILLED WITH CONCRETE TO PREVENT TOPPLING OF SRW UNITS. 1 Setback 7pen Celts Filled With Stone) 1" Rear Lip UNIT CONNECTIOrN DETAIL (Not to Scale) Filter Fabric - 4 FT Wide Mirofi 140N or, Equivalent &eogrid Reinforcement (Typic(al) Refer to Wall P'rofileforLbeogrid Type, Geogrid Length (FL) a Location Max ZHAV '" Drcinage Aggregate �. ;.. Mi n 12" Thick ``rr " Retained Soil Wieephole �r� tir `Compact to h ,1n 95% Daylight Pipe Standard Proctor Density Thirough Wall " 40' OC Spaci n9 (TYP) Reinforced Fill Extend Bevan �° Granular Soil Cornpact to Min 95% Backfill 4 5tandard Proctor Density 4" Dia: Drain Pipe Stone Leveling Pad (5. e Drain Detail) " 6" Thick x 24' Wide RETAINING WALL CROSS SECTION. (Not to Scale) 1211 t a; h Y n„ f - Rear Lip 1" Setback Straight Split Face 8- i/Zu r i i r 70 ANCHOR DIAMOND PRO UNIT (Not to Scale) z 0 M U) H Uj ce TK SCOTT R. COLLINS' Z —i Lic. '7 No. 03591 3j � z Ln iu C] 0 Ln z � z `�-OXAL w w z CD z w w z in u z _1 Ci U'9 q LU U7 u w0 0 2 F--- Uj S.7 � Ln U 0 cd U Q Ul cC ® F- z Q Z U3 v n Z U O 0 J U) � d U LLB 5 U W s LU Co ~ m cn U d z w < J a 0 u ¢ m to � r" a Ln rn t a- � LU in W �i W sGiia O CL cow EA w LU Ce a- O 1 w o c Ce a c C) r®v c re% r® w cm � U 4., o m 0 c Z3 Iw- i` v a a v�- v va v i CL N a 0 v LU � fl 0 g � to 0 O I� 66 Uj Ul Ljj ff Aft 0 v LLJ z E C— LL LLJ � z iz �jo w w z z z �— W �r ) u, Lid z J Uj v fl T i Syr v �.i.. Uj o L tl v CD U :C v s .,1 v i _j b P LU E L61 U � •' •rt.�1L�t r 152121 fl 0 N SCALE r AS r NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W(L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 { IN FEET } 1 inch = 5 ft. i BELVEI HORIZONTAL GRAPHIC SCALE STA.1 50 p 25 50 100 200 { IN FEET } EXISTII 1 inch = 50 ft. BELVEDERE BOULEVARD Tangent Data Northing Easting Start:lo+oo.000 3915024.717 11495578.035 End: 18+63.561 3915647.157 11496176.622 Length: 863.561 Course: N 430 52' 51.1984" E SHELTON STREET Tangent Data Northing Easting Start:9+75.000 3915081.493 15496375.242 End. 10+16.432 3915107.355 71496342.874 Length: 42.432 Course: N 51° 22' 30.9405" W Curve Data Northing Easting PC: 1a+16.432 3915107.355 3.149634z-874 RP: 3914837•042 3.1496126.895 PCC: 11+65.28o 3915172.799 11496210.46o Delta: �40 38' 54.8989" Type: LEFT Radius: 346.000 DOC: 3.6033'34.1o64" Length: 148,84g Tangent: 75 594 Mid -Ord: 7.974 External: 8.162 Chard: 147.704 Course: N 63° 41' 58.3900" W Curve Data Northing Easting PCC: 11+65.280 3515172.799 11496210.46o RP: 3915661.879 11496332.1.85 PT: 14+28.336 3915298.6o5 11495982.832 Delta: 29° 54' 17.038o" Type: RIGHT Radius: 5a4.0oa DOC: 11° z2' 05.5571" Length: z63.o56 Tangent: 134.597 Mid -Ord: 17.065 External: 3.7.663 Chord: 26o.o8o Course: N 6:0 04' 17 3205" W Tangent Data Northing Easting Start:14+28.336 3915298.6o5 11495982.832 End: 18+36.813 393-5581.745 11495688.409 Length: 408.477 Course: N 460 07' 08.8015" W BARNETT STREET Northing Easting Start:9+75.000 3914852.929 11496172.o88 End: 11+20.001 3914937.731 11496054.471 Length: 145.001 Course: N 54022' 29.7266" W Curve Data Northing Easting PC: 11+20.001 3914937 731 11496054.471 RP: 391461o.029 3-149581.8.196 PCC: 12+26.3o8 3914987.909 11495961.ogg Delta.15a 04' 35•g1$9" Type: LEFT Radius: 403.999 DOC: 140 10'55.7907" Length: 1o6.307 Tangent: 53.462 Mid -Ord: 3.492 External. 3.522 Chord: 1o6.001 Course: N 610 44' 47.366o" W Curve Data Northing Easting PCC: 12+26.308 3914987.909 12495961.099 RP: 3915451.843 11496136.546 PT: 14+26.85o 3915094.335 12495792.738 Delta: 23° 09' 56 5355" Type: RIGHT Radius: 496.000 DOC: 11° 33' 05.6468" Length: 200.542 Tangent: 1o1.659 Mid -Ord: 1o.1o1 External: 10.311 Chord: 199.178 Course: N 570 42' 07.o693" W Tangent Data Northing Easting Start:14+26.85o 3915094.335 13-495792.738 End: 18+39.683 391538o•495 11495495.175 Length: 43.2.833 Course: N 460 07' 08.8015" W 510 1 i PVI STA:10+57.75 PVI ELEV: 505 495.61 K: 43.07 PROPOSED FILL � LVC: 75.00 i �i6 COMPACTION P, 1 i 95 C' ) SCOTT 'R. COLJ-INS!Z Lie. No. 035791 ci Ln rq C9 rii EXISTING E' tr i o LD I Ln .t I I I / i ? I 0NAL N rn m rn INTERSECTION WJ BARNETT STREET i J i I w + Q + f STOCKPILE TO I z I o 0 1 I STA.13.+99, ELEV=490.32 ' f ; BE REMOVED PVI STA:16+15.00 PVI STA:19+25.00 I 500 I PVI ELEV: 472.81 z _ _ PVI ELEV: 481.75 l._.___sn __.__.-.___.__...__cn_._ > m . I > w _ _ _ I ( ( K: 43.83 i K: 33.13 (n I m w ! _ PVI STA: 23+25.0a / LVC: 320.00 i LVC: 228.00 z i 00! i PVI ELEV:485.61 0 �., 1 o N l o w o m I o co LOW PT. STA:16+48.53 ( o � o a HIGH PT. STA:1g+o6.5g Q �, o I ¢ K: 222.53 ,n 0) ( � � LOW PT ELEV: 475.6o I ' � ,ram i Tq co HIGH PT ELEV: 479.84 Cn n' � � I i LVC:150.ofl 'n ( I ! .� i I EE + � ° ----- I + I 11 r+. E o U I I i si w ri w i I N W W i9l ti' c 495 -. Q N I Q Q ,i w (._._.____-.__._. I_-l-._____._____I_______.._.____._..... i I.--2.00 ._....._.. _ ._.. _� _ -._. .__... - - _._.... _,.._ O ..t .. _ -- - - Q . s''� -- _ - -- - - U -- -- - - - ._ _. - -. _ U - - U -1 a I\ O an O N Ln �. i i W >_ ._ - I _ v W VDOT D. CD-1 \ { i Ln o_ i +o ', > m ( i 1 i > > m > C3 "' O o ..__._...._...__._.. N i -- m ( I ! EXISTING GRADE (TYP.) I W 03 i w �, � F- i......,,._. ri di ? ri w 1 1 i ! I 0 W u v i ( ! j E I TIE-IN TO EXISTING GRADE > w 1 i I U 0 U) tiff j- 3 i Is W I nZi cn 490 IE-INTO EXISTING I ' _ - /' I END BELVEDERE BOULEVARD i t� 0 z -) m ?ERE BOULEVARD I o' I /`� ! STA.1$+ ~ `�P e I y I I U m d z I I PHASE IIB ROAD CONSTRUCTION i y i I z cn 0+15, ELEV-496.46 j 137 ! - _ I INTERSECTION W/ SHELTON STREET , I 45 j ; a� yob zLU U U 0 ILT STD. CD-1 I ` ' ' STA.1 + $ ELEV= 8. ! 4� '� ? z --� 0 ry L `� 0 $ i 3 j 4 7 , 47 93 ----- - _ __ _...__..--.._ - �' t3 w LU w 4 5 I I - _- I - w I �_____ -_-__ 1 I__.___._,_-_�---_.__-___ I �� -� m 0 w 0 J i ( INTERSECTION W/ FOWLER STREET ! > 1� L{, W O d PROPOSED 8"x8" CROSS l ! i I STA.18+o8, ELEV=478 37 i 1 FUTUREYROAD GRADE I I ,t, I LA m U LU m cn , VG 12" DI WATERLINE �I I ; , Lu > 4 (4} - $ G.V. i,i PROPOSED GRADE (TYP.) I �■■� ff I STA.11+$6 { .�"4z� i I i i j I e m� 0 80 ! I I ! ; PROPOSED FIRE i w d m> U _-.._ . -_._ __ l ____._ ______- ---- -HYDRANT ASSEMBLY I-- ----- .. m < C PROPOSED F{RE 5 IUj W QxLREMOVED EXISTING BLOW -OFF AND MIN. I STA• 17+61 $ % I ce Ln� wI HYDRANT ASSEMBLY ( } z• `� 11 I > a ° TIE-IN TO EXISTING 12" DI WATERLINE fi ! i w m i w/12"x8" REDUCER - STA.10+40 STA.12+45 ! I i I r W ° PROPOSED 8" TYPE A s o LU 475 I ? I - e _ _ BLOW -OFF &VALVE ----- _ 1 ems",+ STA. i8+5o I I i VDOT STD. CD-2 ! I ! 126A 00 I I I I .� ia i j 1 PROPOSED 8" CL. 52 DI WATERLINE I i I i 3 g' i PROPOSED SANITARY C i I , 3.8' SEWER CROSSING La, ; r„ ° t i i 1 ( ' 1 i I I W ,-a '� U -•. O i I m m m h i I I i PROPOSED 8"x8" CROSS I I PROPOSED 8"x8" CROSS j I Ln Ln m -w C4 o I {4) - to 8" G.V. 1 (3) - 8" G.V. ° STA.14+92 120A I 107 STA.1$+13 a , j { E 465 - -N 0 rY s �o 0 w O m Ln to � Cn m N r i rn Ln Ln O iq cs� Ct a ri O Q 03 r. 2 fi5 O O ►� LO � m O+ O rs 5 N 4 i h. �? La "t Q al ri a t N .t �i O .t m ci O O ri C0 h 00 m O� h ri 0 m N 0o Ln Ln O Ln F r w tD Ln Li1 1+ O N M O rya 00 s W" ram. .t �6 N C� O N 00 q6 LD Ln € Ln 6 ul 6 6 6 00 O Ol d, d) 00 d) C6 06 6C � Cfi CA m M s M aot in C i dS oo Co 00 co flo 00 CO ao O n O h 0) r+ CD r. h C7' h a) h ?0'1 h h 0o h r, r �t •.t 14, 4- t of mt 't • t• Nt •.t ,t Ln •t .a- �i ' at rt at t of 1' " �t It + j U 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 i 505 500 495 485 _- N m + m ri I I Ul > I > m �48o 1 m 475 i PROPOSED FILL @a 95%COMPACTION (TYP.) I PVI STA:I1 + I � 7 49.74 i PVI ELEV. 485.81 I I K:12.00 I LVC:120.00 rq HIGH PT. STA: 17+49 74--- ram, o_----; 500 j a HIGH PT ELEV: 484.31 EXISTING GRADE (TYP.) ! + j 00 + I L° Lj I f w Ln > Ji >, U m U w { ! > > PVI STA:15+5o.26 ____.._ _ r ___ w ___-_ 495 1, ,___...__ _..____-__�..__._._____- _ _-___.___ PVI ELEV: 47$.53 1 � I 1 ( ; K: 2.5a f' PVI STA:164o.z6 END SHELTON STREET PHASE IIB ( LVC:1o.00 ; PVI ELEV: c&.33 ROAD CONSTRUCTIION I ( LOW PT. STA:15+5o.26 K: 26.6 I ~ STA.17+37 / LOW PT ELEV: 478,58 LVC: 80." o ! 49 ri ko �! °00 PVI STA:14+42.98 Ln�+ -T, °E i j PVI ELEV: 477.19 I L Li.i I w f ,w� q LVC 97 5o u m f u w > m I > w I j ` TIE -INTO E: > ; ,>,, m PROPOSED w ! I 485 _� �_____..__.---m----.___-_-...GRADE(TYP.} ( ri 00 1 i \ + 3 0 � ( � w I oo w lIII a i 1 1 5.00% I $0 4 000 MIN. --VDOT STD. CD-1 121 3.4. 0 PROPOSED SANITARY 47 �� _j I PROPOSED 8"x8" CROSS I SEWER CROSSING ' (4)-$ G.V. ; STA. 15+22 j ' ( INTERSECTION W/ BELVEDERE BOULEVARD 465 I oflo ';+Y PROPOSED FIRE STA.15+3o, ELEV=478.93 ` HYDRANT ASSEMBLY,,----..--. __.__._____ � STA.14+26 PROPOSED 8" CL. 52 DI WATERLINE 1 E f S REMOVED EXISTING BLOW-OFFAND I TIE-IN TO EXISTING 8" DI WATERLINE STA.14+o4 460 I TIE-IN TO EXISTING SHELTON STREET ir. FUTURE ROAD GF I PROPOSED 8" G.V. & 8" PLUG - STA.17+35 l 475 PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE - STA.17+33 I I! i ! 470 INTERSECTION W/ CORNELIUS ALLEY STA.16+g6, ELEV. 483.o8 I I I rE__ 1 4651 460 I STA.14+oo, ELEV=472.89 ! PUBLIC RO a D EXISTING 8" DI WATERLINE � ! � DESIGN SPEED= ' S MPH I 455 I I ! 455 Ol e rn 00 rt ri 0 m co Ln m m m 00 N .i tD -4- 00 00 m co r* cG> Ln m r Ln Ti Ln R Qy m N Sri t?1 m N r8 N C7 N ri uj Lii 00 f4i 00 - m k6 Q �t M C3 kd rv' tp �? tG r m h h �S h 01 h a3 h of 00 Cal 00 m 00 w 00 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 3,6+50 17+00 17+50 18+00 18+50 {ISTING GRADE ADE 505 495 1 490 485 475 6+oo 16+5o 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+51 L PUBLIC ROAD DESIGN SPEED=25 MPH 5 PVI STA:14+3g.46 PVI ELEV: 488.45 K: 12.19 LVC: 97.50 ri - -.._ -_- N -7• Cn 00 omo 00 ( + w " rq w sn > ) m 1 l LJ > W m > w TIE-1N TO EXISTING BARNETT STREET FSTA.14+05, ELEV=485.00 I PVI STA:17+50.00 i PVI STA:15+53.35 I 1 PVI ELEV: 497.46 I = PVI ELEV: 489.92 j r `\ K: 3.2.50 K- 2.50 E ( LVC:125.00 LVC:1o.o0 EXISTING 01m { HIGH PT. STA:17+50.00 j Ln en ; p OW PT. STA: 15+53.35-------GRADE (TYP.) --. -t- -- HIGH PT ELEV: 495.89 - _. _ r . �.___. _.._ 1oo 5 5 LOW PT ELEV: 489.97 i + 1 : + w ; 00 ri w Ln N i Ln N ' I \ } U 00 o ( PV' 1 STA:16+30 a o0 ,v m `� U w + �? j ' ,°'�, I PVI ELEV: 491.46 m i \ w Ln .. I .. K: 26.6 I 1 \ i ri w �''� �_ , 7 ( _INTERSECTION W/CORNELIUSALLEY _�._ 500 U m, v w o Q I STA.16+99, ELEV=494.84 mo w{ o It i ! I �o� ate: l -� -0 m I ROPOSED GRADE (TYP.) j I + -� ski w i / I - /> _ Jr- J_..__. 495 I VDOT STD. CD-1 �fl°fib I f ✓ -,` 5.oa i I TIE-IN TO } 2 oO 1 I I 490 MIN. END BARNETT STREET PHASE IIB 2 INTERSECTION W/ BELVEDERE BOULEVARD STA.15+33, ELEV=490.32 i _PROPOSED $"x8" CROSS j m. j II (4) - 8" G.V. STA.15+25 PROPOSED FILL I COMPACTION {TYP.}-____I__-......-------- i � I ROAD CONSTRUCTION - STA.17+40 1 PROPOSED 8" G.V. & $" PLUG - STA_17+37 _- 485 PRIOPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE - STA.17+35 - - i 480 PROPOSED SANITARY SEWER CROSSING I } j i PROPOSED 8" cL. 52 DI WATERLINE REMOVED EXISTING BLOW -OFF AND BARNETT STREET ..'!.� TIE-IN TO EXISTING 8 DI WATERLINE I 475 1 STA14+a8 � 474470 _ -._. I DESIGN SPEjED=aS MPI� __I EXISTING $" DI WATERLINE j 465 1 465 Ti O O Q m W Ln w h 4D It O N 00 m M h Ot Qi Ln It Ln ri C71 0 ri tD It Q 0 00 $ Ln ri 00 N w 00 rr9C6CIf m Lft 00 Ql d) O ri Q h. N d rn Ln h .t h o-� h m 0o m 00 m ao 0) al 0) M 0) o rn o (n CA It .t �- 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+00 18+5a - v rn CL 0! (N >1 O a L 0 o CNCN +' .`'. o v N 7 v Uj o Cn 0 LIJi-�-� LL a U a OCo v i� "+ 1-- 1 0- -s 1 ' 'swn 1--�1 0 U 7 a EXISTING GRADE � 0 Ul 0 UJ (D z LU Lij w z UJ z w I- 0 Uj � �•+'� 0 0 Uj 0 L v +w..i 2 0 U x 0 Iu s_ v LO _0 152121 0 m SCALE v V: 1"=5' 0 FOWLER STREET Northing Easting Start:6+5o.000 3915179.550 11496859.149 End: 10+84.751 3915415.715 11496494.136 Length: 434.751 Course: N 570 05' 49.0326" W Curve Data Northing Easting PC: 1o+84.751 393-543-5.715 21496494.136 RP: 3915055.531 11496261.o9S PCC: 12+37.165 393-5474.2$5 51496354.291 Delta: 20'° 21' 21.4991" Type: LEFT Radius: 429.000 DOC. 13' 21' 20•3748" Length: 152.415 Tangent: 77.o19 Mid -Ord: 6.751 External: 6.859 Chord: 1$1.614 Course: N 67° 16' 29.7821" W Curve Data Northing Easting PCC: 12+37.165 3915474.285 11496354.291 RP: 3915836.425 11496434.888 PT: 14+40.052 3915569.o11 11496177.729 Delta: 31° 19' 58.8485" Type: RIGHT Radius: 371.000 DOC: 150 26' 36 9833" Length: 202.887 Tangent: 204.049 Mid -Ord: 13,783 External: 24.315 Chord: 200.368 Course: N 610 47' 11.1074" W Tangent Data Northing Easting Start:14+40.a52 3915569.o11 13-496177.729 End: 18+01.488 3915819.541 11495917.209 Tangent Data Length: 361.436 Course: N 461 07'11.6831" W 495 j I i i' 490 i 485 i 1 I 480 1 475 ME 465 I PVI STA:18+oo-oo ' K: 2�32 I j j LVC: i25.00 r' Ln m LOW PT. STA: 7+81.48 °,ri 1 m LOW PT ELEV: 447.99 to + i 450 i ►� � Ln vi v v m'! I ?w 1 455 TIE-IN TO EXISTING GRADE I i i 450 ~ FUTURE ROAD GRADE ~ -- BEGIN FOWLER STREET PHASE IIB ROAD CONSTRUCTION 445 i STA.8+5a i j PROPOSED 8" go° BEND TO TYPE A BLOW -OFF - STA. 8+48 440 PROPOSED 8" G.V. - STA. 8+51 0 ko rq Omo N [r 0 It I Nt It �t Mt tit _t tit I STA:11+2� I ELEV: 454. K. 27.27 LVC: 15o.00 Ln (n N. N - Ln o; rL; w U, > in > mi ! PVI STA:1o+17,01 PVI ELEV:!52.1g___!._-- K: 2.50 j LVC:1o.00 j LOW PT. STA:10+17.01 j LOW PT ELEV: 452.24 i i I i ry N N ,,i s I i PVI STA:15+15.01 1 ------- PVI ELEV: 47797 E ` PVI STA:14+29.84 / / K: 2.50 I ; 1 PVI ELEV: 477.07 / I VC:10.00 K:12.73 / LOW PT. STA:15+15.oi ! LVC: 70,00 LOW PT ELEV: 478.02 1 j 't Cn tit n I _----___..__.__.co -It / _ao . _ _ _s.-- o, r 0 0 Ln U Ln g U m / w Ln • Lf 1 O i V m w >Im > w 3 � 1 1 m; w �.)0% > I l z •00°�0 W EXISTING GRADE (TYP.) /f j -2.00% I + Ln + Ln 1 VDOT STD. CD-1 o w ° { 1 r]w oi > > PROPOSED FILL > PVI STA: 9+5o.00 m > "' 95% COMPACTION (TYP.) w -____ PVI ELEV: 451.53 _-_-_--�-- -- - - � - --� ---- .54 1 LVC6550.00 � I I o ao ! o o I PROPOSED GRADE (TY Ln 6 N Lnh Ln +.� +,� IP.) I i w w (A U Ln U U > > m > > Uj I VDOT STD. CD-1 i A ., m w I I INTERSECTION W/ FARROW DRIVE ... STA.10+00, ELEV=452.52_. -2.0o°J° i3.5' MIN. 1'S 2 0Qajo / ', 1 , 2.00% PROPOSED SANITARY SEWER CROSSING M It 0 00 rr! O .t Lt i Ln wn Ln 1.3' s 1 , PVISTA: j PVI ELEV: 481.03 1 ! K: 28.13 LVC:112.50 1 LM a,14 - -HIGH PT. STA:16+68.00 L m � 495 -- HIGH IPTELEV: 480.47 - -+ W fq 1 1� rhl W I j m 1 �\ 1I j W 1 m ` w - INTERSECTION W/ CORNELIU5 ALLEY -'_ 490 STA.16+61, ELEV=480.46 \ END SHELTON STREET PH. P \ ROAD CONSTRUCTION STA.17+57 \ j 8 PROPOSEDA,R.V. \ STA.16+68 \ \ TIE-IN TO EXIS• 480 FUTURE ROA 1 j I~2.00gr I 115 PROPOSED 8"x8" CROSS I I (3) - 8" G.V. INTERSECTION W/ BELVEDERE BOULEVARD STA.14+87 STA.14+95, ELEV=478.37 I , _p-PROPOSED SANITARY -I--__- _____�.______ / SEWER CROSSING I 1 E i i 1 INTERSECTION W/ PHILLIPS ALLEY i STA.13+73, ELEV=472.80 { s 1 1 PROPOSED 8" CL. 52 DI WATERLINE j LPROPOSED FIRE HYDRANT ASSEMBLY I STA.10+29 ' PROPOSED 8"x8" CROSS I (4) - 8" G.V. i I j STA.1o+o6 I N m fn Ln ra CC s G� t71 m 00 rq m O Ln O co - N ri Ln 1-, to ri Ln r'S m ,�- N N $ 1+ ;Z C6 co tT [r1 CAB r` Lx) Ln L,l Ln Lai Ln Ln Ln Ln Ln LO to w FOWI L E R ISTR E ET LICE ROAD D�SIGN SPED=25 MP6 I ; 475 4-01 ! PROPOSED 8" TYPE A BLOW -OFF & VALVE STA.17+6o 470 PROPOSED SANITARY SEWER CROSSING ! N 00 m N O tit L111 rl.% 0 rti 0 r` rya rL co M m m r, m N O Il QD ri m O rN r�l to o tD 0 �t r- (4 0) m m rn rl ri tit i r o 1+ 00 u° O ri 0 tT A OD r n m r` 11. 011 n tr, r. °o 00 m 00 r•. 't �t _4t 't %4- •t .a- .t It .4- ° > t .t 6+25 6+5o 7+00 7+50 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 PVI STA: 22+64.50 PVI ELEV: 444.90 K: 37.47 LVC: 210.00 8, w LOW PT. STA: 22+27.46 D LOW PT ELEV: 446.1g 46o n NOTES: i 1. ALL FILL TO BE PLACED AT 95`fi/° COMPACTION. 2. MINIMUM 'OF OF COVER MUST BE MAINTAINED OVER W/L. 455 3.5FARROW DRIVE I 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM - _ Curve Data SEWER & W/L AND 1.S' OF SEPARATION BETWEEN W/L & 1 SANITARY SEWER MUST BE PROVIDED, Northing Easting i PCC- 19 +56 720 3g14g311g5 114g6210 223 a ; NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 6m 1111111110 = 1111111110 111111111 1 - __ I I - - -_ ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 { IN FEET ) 1 inch = 50 ft. RP: 3g16658.891 11494407.427 I I € PCC: 24+26.883 3915299.179 11496501.751 450 TIE-IN TO EXISTING Delta:lo° 47' 17.8og3" Type: LEFT I _FARROW DRIVE Radius: 2497.000 DOC: 02° 17' 40.5o4g" I STA. 22+13, ELEV=446.z1 Length: 470.3-63 Tangent: 235.778 1 Mid -Ord: 11.o58 External: 11.107 Chord: 469.468 Course: N 380 23' 14 og25" E 15+50 16+oo °,°° oa Im co w rq W Ln Ln rn N rn ri + o Ln .t _ !!1 > w ; � W to > > m m INTERSECTION W/ WINN ALLEY STA. 23+52 ELEV=448.25 4651 4 &o 455 1 450 1 445 1 4401 �` H 0 % SCOTT � COLLINSZ Lie. No. 035791 ��SONAL EGA c1 Ld W z w z 4SE IIB z Cia z J J 0 o Ln P U o z -ING GRADE z 0 N 0LU 0 F o dj < U U J $ D GRADE Z p w LU g v 2: cd a Q LU ED zw 0u} � ¢ 0 U 0 o-j < 0 U � w � � w ° �• wIII LY i -� LU U Z LLu < V) co E w fn U j ¢ ne J - to o wU) H w < L Cn ce LU U 16+5o 17+00 17+50 18+oo 18+25 PVI STA: 25+13.62 PVI ELEV: 454.34 K: 27.56 LVC: 200.00 HIGH PT. STA: 25+18.12 � 00 HIGH PT ELEV: 452.53 en 0ri 460 i N LL7 f BEGIN FARROW DRIVE PHASE IIB ; > ROAD CONSTRUCTION w w STA. 25+88 9 FUTURE ROAD GRADE EXISTING GRADE (TYP.) 455 // ---�- 3.47% TIE-IN TO EXISTING GRADE s 3'5' IN. VDOT STD. CD-1 _- 445 ;� \\ 4 I PROPOSED 8" TYPE A Curve Data 1 `'�. PROPOSED GRADE (TYP.)_ -------___BLOW-OFF &VALVE Northing Easting I ` A �A\�' VDOT STD, CD z w ;, STA. z + PCC: 24+26.883 3915299179 114g65o1,751\�'` , ! 5 93 \�.1 1 E � �_ ��,u _ �*#�, ;�, .�;1 ,, yy, � I i PROPOSED 8 x8 CROSS RP: 39153-34.184 3-1496755.888 I ;. _.. (4) - 8" G.V. .4. - i 1 i PT: 27+6o.255 3915435.507 11496787.728 I g ! �`` °; a� STA. z 5+z5 j \\ PROPOSED $ CL. S2 DI WATERLINE l Delta: 63° 02' 20.031o" Type: RIGHT 440 ( j ��^ :E \` \ �� > N' h ' I , 440 Radius: 303.000 DOC: 18 54' 34.1941" j 1 .� t ' y,, INTERSECTION W/ FOWLER STREET Length: 333•372 Tangent: 185.820 x 3y `;: PROPOSED SANITARY ' Mid -Ord: 44.704 External: 52.441 ;' . \ ` SEWER CROSSING STA. zs+2z, ELEV=452.Sz Chord: 316.810 Course: N 64° 30' 45.2033 E I ( ry ;;; ~z 20 EXISTING 8" DI WATERLINE— ',;y Tangent Data 435 _ - .__1PROPOSED FILL Northing i 1 95% COMPACTION (TYP.) 1 FARROW DRIVE Start: z +6o.2 1 O 11 6 8, z8 } i I 7 55 39 5435.5 7 49 7 7 7 4 �"�'s�(:�• � � ` f;l'�° r,` _._� End: 27+80.286 3915433.402 11496807.649 r REMOVED EXISTING BLOW -OFF AND I I TIE-IN TO EXISTING 8" DI WATERLINE 1 Length: 20.032 Course: S 830 58' 04.7812" E ! I PUBLIC ROAD I 177 430 sTA.22+42 I DEIGN SPEED=3o MPH! 430 ri rti 0 all N Ln O to t71 N m -4- 0) ri LPL 0 N s rr N 200 L71 Ln N N .'t 00 m ri 00 O Lary tD O O m N m 11�1 tD .t tD N tD wi tD k6 tD m rPi ° 6 ri It N at N N ri mtit *' +t 't .'t "° `° tit• m It rL'3 4 - Ln Ln Ln Ln Ln Ln Ln tit �" •d' tit �" tit '+t �' "� rt ��' '� ° 1" �' -�' �1- ,�' tit' �" �i• •�` ..t 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o H Uj B- twia LU V p co r, r ^.LU a rN rq en r r Cc -ti Ul o � o u E 0 L9 � �'i ® � 7 U C z C16 c 0 4 o s g y) a a L 0+� LJ C .nT Cl o 0 73 V zi N Uj L7 g > C LU U. CL LU `o L9 O IL_ v 0 Q+ CO s U ro 0 0 � Ll,J 0 Ul Uj c� z Uj L Ld z LU z z �- W W z �. Uj o LU > a 0 as o 0 C) C U x Q) v LLI Ln 0 _j w 0 � w U JOB NO. v ° "1 i i 21 V SCALE V3 Cn O °L H' I"=50' VI C SHEET NO. O v m s PHILLIPS ALLEY Tangent Data Northing Easting Start:14+01.444 3914977.668 11495766.562 End: 18+89.330 393-5329.328 11496104.746 Length: 487-886 Course: N 430 52' 51.1984" E Curve Data Northing Easting PC: 18+89.330 3915329.328 11496104°746 RP: 3915467.96o 11495960.590 PCC: 1g+66.626 3915393.890 11496146.368 Delta: 22' 08' 37.13o6" Type: LEFT Radius: 200.000 DOC: 28° 38' 52.4040" Length: 77.296 Tangent: 39.136 Mid -Ord: 3.723 External: 3.793 Chord: 76.816 Course: N 320 48' 32.6331" E Curve Data Northing Easting PCC: 1g+66.626 3915393.890 11496146.368 RP: 391-5319.820 11496332.147 PT: 20+08.346 3915430.757 11496165.735 Delta: 110 57' o6.7861" Type: RIGHT Radius: 200.000 DOC: 28° 38' 5z.403g" Length: 41.720 Tangent: 20.936 Mid -Ord: 1-087 External: 1.093 Chord: 41.644 Course: N 270 42' 47.46og" E Tangent Data Northing Easting Start:2o+o8.346 393-5430.757 11496165.735 End: 21+24•i83 3915527.140 3.1496229.988 Length: 3.15.837 Course: N 33° 41' 2o.8540" E Northing Easting PC: 10+00.000 3915377.134 13-496138.777 RP: 3915769.640 11496370.888 PCC: 11+64.8o8 3915320.417 11496292.564 Delta: 20' 42' 28.4138" Type: LEFT Radius: 456.000 DOC: 12° 33' 53.5105" Length: 164.808 Tangent: 83.313 Mid -Ord: 7.425 External: 7.548 Chord: 163.912 Course: S 690 45'20°4097" E Curve Data Northing Easting PCC: 11+64.808 3915320.417 11496292.564 RP: 3915o6o.340 11496247.218 PT: 12+70.843 3915281.992 11496390.628 Delta: 23° 00' 45.5840" Type: RIGHT Radius: 264.000 DOC: 210 42' 1o.6og1" Length: 1o6.035 Tangent: 53.742 Mid -Ord: 5.3o6 External: 5.415 Chord: 105.323 Course: S 68° 3611.8246" E Tangent Data Northing Easting Start:12+70.843 3915281.992 11496390.628 End: 13+53.566 3915237°055 1149646o.o82 Length: 82.723 Course: S 570 05' 49.0326" E VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 { IN FEET } 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. CORNELIUS ALLEY Tangent Data Northing Easting Start:lg+5o.000 3915282.645 11495408.6So End: 20+50.374 3915213.070 1149548o-999 Length- 100.374 Course: S 461 07'a9.6346" E Curve Data Northing Easting PC: 20+50.374 3915213.070 11495480-999 RP: 3915238.297 11495505.259 PT: 21+05.352 3915214.036 3-1495530.486 Delta: 89159' 57.3239" Type: LEFT Radius: 35.000 DOC: 163* 42' o8.o2zg" Length: 54.977 Tangent: 35.000 Mid -Ord: 10.251 External: 14.497 Chord: 49.497 Course: N 88' 52' 51.7034" E Tangent Data Northing Easting Start:21+05.352 391523.4.036 11495530.486 End: 28+09.852 3915721.827 114g6o18.81g Length: 704.500 Course: N 430 52' 51.43og" E NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 EXIST[ NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' QF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. PVI STA:19+13°15 PVI ELEV: 467.6o K:17.00 LVC: 25.50 8 LOW PT. STA:1g+13.15 8 $ LOW PT ELEV: 467.65 4 5 0 011�0 o EXISTING GRADE (TYP.) PVI STA:18±24-55 0 ►� v, ►, i ! I?VI ELEV; 468.2p `Or +�t r INTERSECTION W/ FOWLER STREET K: 8.00 ( �' 1.ii °1 Li.i / STA. z1+24, ELEV=472.80 480 LV 1 as ! `�' r P STA:2o+ a.aa 480 - _. __ -_-. 47 3 ____ w �� PVI ELEV 1. 2 �' j / V I STA: 1g+ 0. oa % K: 34.81 00 00 ! / PVI ELEV: 466.$8 - LVC:50.o0 L;; U K:17.03 1 j U U w LVC: 45 75 o `�°-- - `- 00 as > > / 475 m w (, a in ri 475 _ . N r1 00.,, N n + i� t ! N tO ! h tO N W ! N w PROPOSED `" U i > 0° > 2.oP% GRADE (TYP.) v m I u w °° W m _ 470 f w 70 0 m.,u , a� �t�°/a PROPOSED I SANITARY I -0 7S�o 0.75`;�° SEWER CROSSING VDOT STD. CD-z i 46 5 - i 465 � i 1.05 - ---- ----- 460 TIE-INPH ILQEXISTING LI PS ALLEY I STA, 18+26, ELEV=468.26 INTERSECTION W/ WINN ALLEY PROPOSED SANITARY STA. 29+49, ELEV=468.02 SEWER CROSSING I 455 j 455 r� 00 m do 'd- 00 a O ra m ri O r" m � N OR r. T rl. eq o Oq r LI? o r 9 to 1- N R sa rn r" 0d ram. 00 U od t i ram. N 00 s (n W ri N tO to I'D w r°", %D ram. to to r tD 17+75 18+00 18+50 1g+o4 19+50 20+00 20+50 21+00 21+25 PHILLIPS ALLEY PRIVATE ALLEY DESIGN SPEED=20MPH a 4 j i'Y I �) I A: 10+75.00 { 1 I PVI ELEV: 466.52 I I K:12.12 jLVC:1o5.00 I O N j 6 to Un 1 u, (n 475 N to __._____� _"__...-" N -_-- ._I _.___.___ 475 _ __ i U tj > U m , > w PVI STA:1z+28.�O I I co \ I '� j i PVI ELEV: 450. -5 I \ I K:17.31 e � � () i i 470 _ � ;_____..-.__-'---____.___.._._____._._._(._ LVC �aa____.____ to i I -2.00 1 \ ; rat ooa cadLij I I a U ± I > ; > 1 465 mL'485---_-_-_ w { I l ` s EXISTING GRADE (TYP.) } ± 460 460 PVI ELEV: 447.95 -PVI STA:13+38.57 PROPOSED GRADE (TYP.) - K:2.g0 LVC:10.ga j PROPOSED SANITARY \ 1 [LOW PT. STA:13+38.57 VDOT STD. CD-1 LOW PT ELEV: 448.00 455 I SEWER CROSSING 1 z 4SS I u? o Un o rn 00 rn ai INTERSECTION W/ PHILLIPS ALLEY + `� + I STA.1o+oo, ELEV=468.02 i g3 �' w V4 u.i viU C6U 450 ' r , I > > > > 45 m W {} _ i ✓ 2.00% .00% 77-7 PROPOSED FILL [ay %J ✓r ;'fiA°fJF/r �' J ✓,ff . t 95% COMPACTION (TYP.) _ 445 ± Ij PROPOSED 8 WATERLINE CROSSING , _... �� i 9 ; ; t! i,! >"r',,✓ f f / r I PROPOSED SANITARY %i 0 44_ SEWER CROSSING-.---._.__- 91 .-`,t11 ` 11 44 ? 1 INTERSECTION W/ FARROW DRIVE 1 435 ! j j i STA.13+53.5o, ELEV=448.25 435 N tO H N wt i*a N N S.rn Ln a) m 00 Ln o r. N Ln L.' r, 0o r9 ua a'�r;' r! ¢A 06 6 ID m M 00 00 N rn W O O ad r*,, 00 co to !:� to 110 to to Ln to u1 t Ln �t 4 m 't 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 WI N N ALLEY PRIVATE ALLEY DESIGN SPEED=20 MPH a 5 � 1 � ,.. `j-INTERSECTION W/ BARNETT STREET j i .aa '' STA. 22+o1, 494. ELEV=84 ; PVI STA: 23+$ 's f f i � Y � � � ^ � 1 PVI ELEV: 484�44 505 - K:18°So __ -------PVI STA: 22+ a.oa_ I PVI STA, 3z1+ a as PVI ELEV $6 •WMI I / 5 493 i o amo o a 1 / PVI ELE1i/: 493.83 K:11.68 ,� j I � LVC:6o.oa + I + i I / ( K: 4, .88 m N 00 LVC:5o.00 ? O %0 O N N W iy W I0 It 500 /0 Ln____.. N Oy._.__...._ .� 00. __.__.t L _. �_.._. __.._ �___ _ U. gip---! r N 0) h. 0) N N I I f j +' + d N W N w \ i f r''v w N u.i vi j vi > I ! ` PVI STA: 24+64.86 i �+ U l U U W I > cri > > m > i PVI ELEV: 4$z.78 I d/ m > W m 'j j a; K:2.So 1 f # > W i j 1_ j EXISTING GRADE (TYP.) 495 ! LVC:1o.o0 ! I I i 495 __-_-------____-- _ -------- --LOW PT. STA: 24+64.86_-_-___ 12O { i LOW PT ELEV: 4$z-83 -v € i PVI STA: 27+86.85 TIE-IN TO f j I i e UG GRADE f ; 1'oa�fo 2.0a9�a ti i ; to co �0 00 i j i PVI ELEV: 480.00 f o0 oa w Cq R�I STA. 25+25.00 - -1 Lnoo sa wN OVI ELEV: 482.1 -- - - i - K 3 53 I - - - - - T_ f LVC:1o.00 ' K: 38.55 I 1 1 490 490 i f 1 ! 1 �.z. _ I N w N w .._ �� o .--_..-LOW PT STA° 27+84 79 r __.___.... _ _ H-32 PROPOSED 8" WATERLINE CROSSING s BEGIN FARROW DRIVE PHASE IIB ROAD CONSTRUCTION STA. 25+88 1 475 1 470 -31 t'ORNELIUSIALLEYI PRIVATE ALLEY 1GI . J SPEE .0-r, U m U Ln w Ol m O !a, ! LOW PT ELEV: 480.03 > > V m� w o as 1 ono 0 ao"�,, o + Lf Ln3 a ri 0 rl! 6 CO CO I N W N + + 00 i 01 >v 1 n pL N 1ii 485 �z w I > m WoLn 2. INTERSECTION W/ SHELTON STREET STA. 24+8o, ELEV=483.08 -0.83% PROPOSED 8" i ._....__.__._. WATERLINE I CROSSING MH. 30 PROPOSED GRADE (TYP.) 3.7` i ! INTERSECTION W/ FOWLER STREET STA. 28+1o, ELEV=480.46 3 I 2.1' ... � ,y480 i 475 I 0I 465 q j i i i I 485 s 3 i $?3 m m "t m 0 ro N m m m m 00 I Cal 00 M -t" N 4- 00 to 00 U"a n tO t0 N It N.t N (n H N tO t¢ 'P T I- 00 O m ri 00 r! 00 9 .-t fln N N N cri m N 0 'i lO ; a3 le L9 1" 1 ri N h " rn N N 'q N r{ N r'". m &$"1 m 00 It W t t1 �' O r! k6 6.6 �i- 1.1" m -ItN N ri ri ri riri4 0 N 0 ^�` O M O 0) 0 cn 0 07 0 M 0M O m 0 0o cn CO cn co (n 00 01 00 0) 00 m m 00 00 m 00 4 .I' Ln It ttt 4- V t It Ln .t I %t _fit +t 4 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+00 28+25 'H0 iSCOTT'R. COLLINStZ Lie. No. 035791 ,1, NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W(L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. MH-37 STA:1+43.58 435 RIM:431.50 INV IN: 425.20 TO MH-38 INV OUT: 425.00 TO MH-36 430 MH-36 STA.0+00.00 RIM:420.801 INV IN: 411.33 TO MH-37 EX. INV IN: 411.32 EX. INV OUT: 411.13j j 420 415 410 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET 20 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. MH-38 STA:2+81.25 RIM:432.00 INV OUT: 426.00 TO MH-37 1 PROPOSED s/-GRADE (TYP.) +w\'. g° SDR-26 PVC � 133.67 LF @a 0.6o% '--PROPOSED FILL (TYP.) i EXISTING GRADE (TYP.) ! O 4 Ep O N N .t A ri rl we .t �- -0+25 0+00 0+50 1+00 1+50 2+00 M H -38 - M H -37 S• 2+50 435 430 425 420 410 3+00 rn m 2 W-1 0 00 VI N O e7 {/.� Q m ,, � 7/ 465 { ' EXISTING LOCATION OF MH-34 {I N I E 1 m= { 1 460 I OD _ m I fl- 1 fl m Co m 1 o I tD 7-2 O rmH Lh �Z p I 455 ._ ._..._ 0 n __._. I ---__ _ < :E > > PROPOSED L!1 z z - - - a o a t GRADE (TYP.) ,� - - - - i r. / M D `tt Z Z 0 I i `t > > > i •,, PROPOSED 450 Ln z z z ; , 8" WATERLINE - 57 __... I_ ` _CROSSINGS 445,,5.3 1 ' o ' `�`' 8" SDR- VC 44 o� --1 6.871-F to 0.57---_- 8" SDR-26 PVC 96.65 LF Qa o.5,i% PROPOSED 1 435 i FILL (TYP.) 1 1 430 ME 77 { , i ?1 s i x -" 2 { EXISTING `r' GRADE (TYP.) CD r �' 475 ° I 1 m 0 `°475 L Ln Ln ` 3 CJ Lo lD I 06 r [ O N Lin Ln o CD +t .t @ a + Z '470 470 N 0 PROPOSED " i F E z z GRADE (TYP.) 7 t~ia 1j i 465 465 1 .- 185 _ „ 5 t, C SDR 26 PVC 1 To r I 46o z.o' 13g.62LF . „ 460 --- I 1.0 j I 455 455 r+7 0 N Co OD rq CD ri O 0 al m ri o t l C3's rvl r: LCl t`w of c6 of C6r� w u] w ko ko Lo ht -t It It � st 't -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 EX-M H-24 - M H-35A 3+50 4+00 EXTEND EXISTING SANITARY PIPE TO NEW LOCATION OF MH-34 L°- 0 ~ MH-3-5 STA:3+21.79 RIM:454.25 I _INV IN: 443.25TO MH-39 _.__...___...__.___ 4 65 __ INV OUT: 443.05TOMH-34 N y , m i Q,\\ , Ln 1 MH-39 N,N i z j STA:3+74.74;��' I 0 { { RIM:454.00 ; p.__� INV IN: 443 87 TO MH-40 - ��, INV OUT: 443.67 TO MH-35 + 455 I, .. ,.w°.;h. '+.\ ,'^ '�..1\., ';'*.''�'�... ��..\� ,.'',.�'`�,""i'i'`a; �.\\', "'nib.�.�,',..,'"�.,''+..�.'•.`.\'\ j,@`sw''a� �. \�`'+, ,, �.f S L8" SDR-26 PVC ! 48.94 LF @ o.86% 8" SDR-26 PVC 56.27 LF �7a o.59% ELOCATE MH-34 -- --T DIP a07.50 EXISTING GRADE (TYP.) r^*, N 0) ri ri CO m m ri 0l w r ' _t ri P_ .f- 0 r" al .t 00 c f m `%,: r` 1 ri q, Ln Ln Lrl O M m ei ri IR IT ri O r�_ Ln O Ql td co Ln Ln s -4- It w) V11 tV) Ln Lm LLn Ln .4- Lin L�1 w 1p 4501 4451 4401 435 1 430 1 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo MH-35 - MH-25 i i 465 I , , { M H-26 ; STA:4+14.79 I ! { RIM 00 { 1 460'_-____._.__-------_!____._,._.__..___-_. INV IN: TO MH-2 --___.____-_ 443 39 7 � _ ry INV OUT: 443.1gTO MH 25 L i 1 m- p > 455 __ _ ______- ____-__._.__ __-__ L 0 N t!8 1 ( F. F_ i]l Ol -t I N �y�O a_ ° Z 1 PROPOSED GRADE (.} UO O O O w•t i LA d D 450 - .d. ,u! :.w. z Z aka` •``` `w\ ��; \``✓ 445 '','�,`, I� \.,rw a �, '' .``,, � �a�, i a.y`,., *..,.'+;•s.,, ` \`,wPROPOSED \ \`�,, "h'"�xi�' w` 1�• "+�. ?•n�4� '� � \\��`'4``","'�°s.�l+.'R.�'+.-\\\\`'e,'q�`.,'`''z�lti .^•,'. ,``w, e\," ;'a,,.\a��w. �`'"+, \ • l �. , , "� , WATERLINE 'a� ' 'e. '`.. a, �'�' _ ",.ka. �"S„_s,._''l .. ,\ qw'CROSSING 1 `"' w, ., ,, ^, \a,l ,h �; ,,��,. .� �. i'•.�°s` "�� "'+"\�� � t w,A'' �', t..m' \ `� Re.]r1�^� .a'''�w�n.,,w'�,,,`.l,l'°',•s °+#,.4"�'•''.,'w,` `'.,''°.,,''`w "a\. ,,i �''" �i�'1', ',., ,\ p.. r '1 s�.^�`' a.� . 1��tw�'e �5,1 \ \�a,40 \.�',, +�','`,w l',. S•, `q''.. w �+.,y w, I- +', W i ^w\ 'i �, j``, ,t',, �`,� '`•,n\•, h. \,ai ^w.,\'\ 4 .a'`'.�� \`•tip",z .'`w 1 O LLJ g" SDR-a6 PVC' ;`\ e'w''w,� . +,b'Lj \ �' ' ul O i 1 yy 21$.g1 LF Qa o.6titi i w; ra 1 f W °��_z °° .'.. , w w 8" SDR-26 PVC W \, 18 LF 1.2o% 1 7.99 TZ 3 50NM1�y.,,\,'�„\ ii TT 435 { EX- 5 PROPOSEDFILL(TYP.} EXISTING GRADE (TYP.} 430 Co 00 r. i-I L) ra'1 %t ri ri 1�1 CO 1p 00 1p Ln 1 of l m 1- m o ri Lo ` r 4 Olt r�s m -4-It c,Q --trat r: Ln t c1 r: M m Nt4 Co _.t 4 141 m ri L -Ir Ln s sir m L10 JIILLi 1\V. lL -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 v I 49S I EXISTING GRADE (TYP.) o le 0 e e 485 CO _--, -v . 0 1 8 485 mm a O �? ri (4 O ° o E 00 o-a 0 0 CO �' o � o Ln Ln O $0 I >�> Z I 51 475 i �PROPOSED� 475 PROPOSED ! WATERLINE GRADE (TYP.) CROSSING 470 (� 1.0' 470 �1�2 HGL (TYP,)/LJ15" CL. III RCP 48,g1 LF @ 1.02% 465 I 465 Ln -0+25 0+00 0+50 0+75 STR-12oB - STR-120 485 i 485 (TYP.) 1 EXISTING GRADE 48o I e i 480 i CO i I j STR:88 VDOT STD. DI-3C (L=41)I = GO m O � i i 475 TP-467.83 ®..-. 11) INV IN: 462.og TO god 0 INV IN: 46z.og TO 88B 7 00 I INV OUT: 461.99 TO 86 m ° 00 47 0 ; 00 kD 0° '1-0 11 > 470 _ _..._..._t i 9 __... _ OL z I g I PROPOSED GRADE (TYP.) 465 i 465 46o ! j `---j 46o HGL TYP. - 3.5" CL. III RCP (TYP.)-; ) 35.63 LF @ 1.6o% j � I � I 1 455 455 cc r� r: -0+25 0+00 0+50 0+75 STR-88B - STR-88 NO PROJECTION OF PIPE ABOVE GROUND LINE PB-i TOP OF FILL TOP OF FILL TOP OF FILL _ GROUND LINE H GROUND LINE H #r GROUND LNE H0,141#1 Flo, - rrrrr rrrr rrrr rr� ..� rrr r rfr r r rrr rARTR - EARTH rrr rr H rt rr ROCK OR rr 1 D+14" - r d� r p+�'' I d UNYIELDING D*12" �,.: i�% d OC2 0/2. BEDDING Ell h MATERIAL MIN. I110 a x l D IO GIN.1r10 D I MIN. 1/10 a i 4 � x MATERIAL 1' OFP'ER H x D'-�1 X +�F MATERIEL % 0 x #E-• MIN MtA+C . 24„ B"FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE (� NIN. ,'S x D I MN. L�5s D FILL TOP MIN. 1 3 TOP 4F FILL 1 TDPF FI 1.5 x� - �rrri r rrrr_ � r�,,,,r,., � - rrrrrrr;+rrrr rrrrrrrrrrrrrr rrrr � rr rrrr rrrr rrrrrr = rrrrrrrrrrrr rrrrrrrrrrrrr -' _ r rr rr� krrr - rrrrrrrrrrr rrrrrrrrrr D4W' GROUND 0i12� _ r f '� rr rr/rr GROUND D•12'" _ rrrrr,�rrrr r�frrrrrr / = rr{:rrrr /rr LINEd rrrr: '- 0ROUND _ r = D 2r�r d LINE D!2 a �.-YJj. - :.LINE - ^ EARTH ROCK OR } MINLlkl d UNYIELDING . WIN.1110 BEDDING SOL, i X 1-*-D X MATERIAL x MIN. il1O D BEDDING EARTH PER x D �J BEDDING MATERIAL 1'94F H MATERIAL FOUNDATION SOFT YIELDING OR ML 8",,, O NORMAL EARTH F MMAX. zs° ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR PLASTIC PIPE,?HE LIMITS OF THE CLASS I BA.CKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIEL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE_ WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS X� STORM SEWERS GE NERAL ENERAL NOTES ON SHEET 107.00, rr REGULAR ERACKFILL MATERIAL IN ACCORDANCEACCORDANCEW ® WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN SPECFICATONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. EMBANKMENT SHEET 1OF 4. SPECITATM fvvva INSTALLATION OF PIPE CULVERTS ,AND STORM SEWERS 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A REV a/(I 303 VRGINIA DEPARTMENT OF TRANSPORTATION 107.D1 SL-1 #5 BARS 0 8" C-C TYP. #5 BARS i� 30" DIAMETER. Y, •:I I. 1 I 1 I I! T_T 1 �} 11 I 11 STRUCTURE SIZE AND WALL THICKNESS VARIES A SECTION A -A NOTES- 1. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SP'ECFED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEICHTS GREATER THAW 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE W TO 1E' WITH NO SAFETY SLM LOCATED WITHIN 0 FEET OF THE TOP PIPE OF 3 TOD OIAFMIETH DRTRUC IRE. SAFETY SLABS SHALL NOT BE LOCATED BELOW T TT PLAN GLASS A3 CONCRETE SECTION B-B 2, THE COST OF THE SL-1 15 INCLUDED IN THE COST OF THE STRUCTURE. ESELDRAWINGS ETHREA 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY: _ * 5 BARS a 8" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST: CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO 8E 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 $HALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG1. TYPICAL PRECAST UNIT Xv=TTYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE " SHEET OF I D BRKM EYA I MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE 302 1111111 " VIRGINIA DEPARTMENT OF TRANSPORTATION _r - 1 475 1 470 1 465 f 1 455 1 450 1 445 1 440 1 435 1 425 1 420 4 1 EXISTING GRADE (TYP.) / STR:88 VDOT STD. DI 00 TP=467.83 ! / m INV IN: 462.og TO go INV IN: 462.og TO 88E I a-- ( 00 v OD INV OUT: 461.99 TO E i %.0 11 I PROPOSED GRADE (TYP.) v) a II i STR:go VDOT! r-km i I �; o! `° TP=467'83 I, m 1 N > �' 1- INV OUT: 462.E STR:82 VDOT STD. DI-3B (L=12') CO / ' %0 00 CIS 470 TP=457 42 ©. _- O ©.___._ j .____ _- 1 �.-_ __ INV IN: 451.32 TO 84 f 1 INV OUT: 449.32 TO 8oB H o'mu�Ln N 1 1 1 / j I CO 0 t jp i j I �12>> 465 - ----- __ _._.__.__-.._____._r-.-_._..__..-._._.._._ �__..________-_..-.._.__.__ i '� �- - - 15" CL. III RCP _ j 15" CL. III R j 36.94 LF @0.79% i 20.86 LF Ca I °° 0 i r I z.0' 89 j i 40 sv / I 1.7 STR:78B VDOT STD. DI-3BB (L=6') "I °° 0 1 46o TP=447-1m 7 INV IN: 436.75 TO 80 °r° aD j © w I 5 l I INV OUT: 436.65 TO 78 rq °° ;.. i / 1 i SEWER CR( j I ® Omoo CG 0 rn 't I ! 1 1 �„ - - C L=6 c u STR:78 VDOT STD. DI 3C ( } H- r` I-. r•: 1 455 M m ._ _ _ _._ ---_rq m m .t cfi t- - _ ; PROPOSED SANITAI INV IN: 435.45 TO 78B I ; �: I SERVICE LATERAL C INV OUT: 435.35 TO 76 1 CO a>t Z Z 8 j ,�' - - © N i PROPOSED SANITARY STR:76 VDOT STD. DI-3CC (L=1o') f z z z I SEWER CROSSING I I I ' TP-44617 I PROPOSED SANITARY SEWER 450 INV IN: o TO 8 _ e` I j I 435 5 7-_ ____ _-- -_____---SERVICE LATERAL CROSSINGS `i � ti,- `, 15" CL. III RCP v INV OUT: 434.95 TO EX-6 i �� I 82 LF 1 Dr6 15" CL. RCP I PROPOSED SANITARY ( 1 I4, 81 i J 34 @ 4 4 146.26 LF �a 4.40°!0 € SEWER CROSSING I e ` ;r�, ti I q \ 80A HGL (TYP.) pj } .� 1,•w. ;i,� . \ w i , ° ,\A' , 445 S ti ,n 5 u F PROPOSED SANITARY SEWER PROPOSED 011 I i o ,� SERVICE LATERAL CROSSING i I WATERLINE 1 CL. III RCP j I j i CROSSING \: 66.76 LF @ 3 95% ! I 25" CL. III RCP 440 € f I HGL (TYP.) r 79 ! 1 i ..... 78A I s PROPOSED FILL (TYP.) I 4 5 77 PROPOSED SANITARY SEWER j 435 0 CL. III RCP - - _. _-_.______�_____ ____3 SERVICE LATERAL CROSSINGS_ _-_.__ �."�3 6 � -- - - - 32,g1 LF [a} 2.4g°/a I ; ! 30" CL. III RCP I 1 70.26 LF Qa 1.5370 ) III RCP 1 4 30 3o" CL. 36.98 LF @ o.81% NOTE: CONTRACTOR SHALL VERIFY EXISTING i e PIPE INVERT LOCATION PRIOR TO TIE-IN i 425 5 E I r^" -- 420 Ij I I 43-5 1 I - _ I j I i I � � i i j 410 • d 0 +.O rl OHO l tp R 00 0 00 trs 6 0 w0 1`a a ry kD Lt'1 LA V1 LA In LA to rt 4D E" r- . Ln %D 00 1° � koQt riy f R t #4rre , -0+25 0+00 0+50 1+00 1+50 2+00 2+50 .00 3+50 4+00 4+50 5+C STIR -go - EX-SWM FACILITY NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD & BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WJL. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WJL & SANITARY SEWER MUST BE PROVIDED 5. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 7. HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON THIS SHEET FOR HDPE PIPE BEDDING INFORMATION. 8. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 5+50 6+00 6+5o 7+00 7+50 8+00 8+25 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET } 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET } 1 inch = 50 ft. �SCOTT T. COLLINSZ U Lic. No. 035701 -3C (L=4') Y";P0 - -24 as W ca Ld w z 6 Ld z TD. DI-3C (L=4') z 1 TO 88 In O w L W 0 C O o 0 � LLB (n U C) 0 J LuU cs ul p 00 CP m z � 2 01% C 1 Lu C) m m w �:;Q O z LLJ Z -= z � � :5C) J i ui J ° ¢ m w LiH co u SANITARY >¢ `Y )SSING }■I '11 �' Lij Lu w o W � W m uLj tY SEWERLu r ROSSING Ice u o > Lu c- CL 0 ILL! N Lu Q 0 ° m .-I LO Lurj rti r_+ N 00 0,, rq 00 Lii Lr9 CV 0 � o r-I � I_ ° 0 a CCF sn U z a) 4 CN LCLa N 0 L 7 Q C y�, 's Y `0 4 N 0 v m rn 7 Lu z > _] ° ULuj °c1 1- 0 � ILU -1 v I.4z W U W U uj 0 v j Ljj < 0 0 r_ E LJL i­� t. Lu Lu LLI » z z ry z z U) in W z Z LuQ I- IJ 0 r uja 20 U X 47 0 s u° t In C 1 200 ^�y- Lu � JOB NO. 152121 o SCALE w In ° H : 1"=50' 0 C SHEET NO. ° a 12 f- 475 STR:92 VDOT DI-3CC (L=6') I TP=448.4z 00 INV IN: 441.5o TO 94 i J INV OUT: 438.67 TO 8o m p F- d rn STR:8o VDOT STD. rD! 3BB (L=6') _ ____. 0 F- 0 N p N rv� m .. TP=448 42 D INV IN: 438.1.7TO gz m I z O INV IN: 443.57 TO 8oB Fes- a > > z z INV OUT: 437.57 TO 78B 1450 PROPOSED FILL (TYP. i 445 j PROPOSED SANITARY_ SEWER CROSSING 1440 435 i;_____ i 24" CL. III RCP 35.21 LF @a 1.42% 430 PROPOSED GRADE (TYP.)- , 1 , STR:1o2 VDOT STD. MANHOLE I TP=458.07 i INV IN: 449.99 TO 104 I III INV IN: 451.82 TO 202E __.... INV OUT: 447.82 T01ao- m d STR:98 VDOT DI-36B (L=8') j p m TP=453.67 i I ri OHO INV IN: 445 77 TO ioo O 0 INV OUT: 44S.67 TO 96 E- ~u1 0 ko Ln Ln 1 OD 00 J `"" r4 Q f O Z O I O 0 iF_ > > / a r N F- Z z / I F- 0)O 0 �'� u~1 .._._ > _..._ rn 0 O 0 u1�r ?O ! >F- ° > > r r Ln y fl d I r m Z---- u1 F----- �' -z- LP SED 8" AT ATERLINE 1.4' y PROPOSED 8°SSING WATERLINE I CROSSING1.2 i HGL (TYP.)-J L 24" CL. 1111 RCP 67.i5LF@0.71% j 24" CL. 111 RCP J 32.6o LF [a) 1.53`1�0---.__.._._.___._... _.._._ a4` CL ll RCp tl .. f i 99 24" CL. III RCP C 35.21 LF @ 1.32% I 24" CL. III RCP 9 66.51 LF Ca o.5:L% d"a' tai 0 o i a, ° li7 N r', ri e«i U, ri r! 9J O tD d'3 .t r{ ri } c g n ri ri 4 rn It at w dD m _..t In Ln In sn u1 Ln 4 It It� It -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 EXISTING GRADE {TYP.} PROPOSED GRADE (TYP) 465 465 d STR:10213 VDOT DI-31313 (L=6') STR:102 VDOT STD. MANHOLE; TP=461.1$ TP=458.07 i INV OUT: 454.92 TO sae INV IN: 449.99 TO 104',' INV IN: 451.82 T0102Bi! INV OUT: 447.82 TO too!---`- 460 r �� S 1 PROPOSED WATER' PROPOSED FILL (TYP,) SERVICE CROSSING ; i 455 3 455 I i �15" CL. III RCP I 45.11 LF @ 6.87 45© i _._._ i 450 HGL (TYP.) I 445 445 o Ln °n �t -0+25 0+00 0+50 0+75 STR-102B - STR-3.02 4a- �- RCP 123.37 LP 7 I 24" CL. III RCP 36.44 LF @a 1.40% � i10 ° LA 06 DO 3+5a 4+00 490 STR:126 VD INV IN: INV IN INV OU 500 500 TH o�`,�. I EXISTING GRADE (TYP.) � i =-.- � l ' i`T--- 495 1 ° ' i �SCOTT'R. COLLINS'Z t F +.___._..__._._.______!_____.___. d - I j �,___.____ _ � �_.__1 d ! 495 i ,�'� �` _ _~ ~_ 495 U Lie. No. 03579i,� { ! r i j { __. STR:144 VDOT DI-3BB {L_8�) _ i STR:1zo VDOT DI-313 (L=6') ~ j R ; TP=483.25 0 i TP= 8. T d INV IN: 6o TO 1 6 o Ip L E I ; , 47 33 477 4 II / INV IN: 471.3o TO 112 i 490i INV OUT: 475.25 TO 142 ;J i z -._STRao8 VDOT STD. MANHOLE.INV OUT: 471.2o TO 1o8 _...____..._.__._i_. _------ _- _ ! __..._ ._. TP=477 S0 { u �- -II STR:118 VDOT DI-3C {L=4) 49 co ' m 49 W t ___. - 121 Ln i INV IN: 47o.6oTO110 _,. i -- to H m of :i TP=4$o.z5 � N ri ! 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PROPOSED 8" ( _.___. ____.____.__.._____ ____® ---PROPOSED 8 - -- o � WATERLINE I WATERLINE 0 � m rR CROSSING i _ U)iCROSSING I �■ >' PROPOSED 8" I V) m w r PROPOSED GRADE (TYP.) i 1 j1.0' w LnZ w Q C?D 8" WATERLINE 1.0' - 475 d I, 145 i '�; Ln I.I., v < °- INE___-- _.__._....__.__ CROSSING -___.__._____._.. _____.._______.__..__�1 ! 475 ' HGL (TYP.} 1.1 2 1 I i 475 Q `; u w� ws ING 718A j l...__ _..__ _______._ __ " _ 43 _ _ _----___. _- ,� F_ w a- •.t m 1'2� 113 ; ; 2 1' 15" CL. III RCP i 142 Cp 15" CL. III RCP > Ce Lu uj 0 < itl R a 2 8 LF 1.a °/6 CI- 4!0 22 LF 1. Oq/o n > `° uj PROPOSED SANITARY Ill RCp 115 3 9 [ 4 i 15 2.�8 34 9LU SEWER CROSSING 3.8' 15„ Ct"' 172°fi 117 15+� CL, ltt RCP 6i3.83�- PROPOSED SANITARY m m � w d . g3 o .. ._ " __.____. 470 6g 3o LP 1'r�Z9/o ( ! SEWER CROSSING , c � o LF t --i -15 CL. III RCP i 470 Lu > U 111 --- -- ------ - " -- - " ` ---_-_._. -_ f „ HGL (TYP.) 34 57 LF Qa 1.88�ib 470i a- ¢ Lu L 15 CL. 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IS-1 REQ'D 118A 15 2 RCP . 18 Dl�-3C CG-6 4 480.25 VDOTSTD. IS-1 REQ'D 117 15 34�57 1.88% 475.15 474.50 RCP 116 Dt-3B CG-6 a 480.17 VDOTSTD. IS-1 REQ'D 115 15 57,78 0,87% 474,00 47150 RCP 114 DI-313 CG-6 6 480.33 VDOTSTD. IS-1 REQ'D 113 15 9104 1.72% 473.40 471,80 RCP 112 1 DI-3C CG-6 6 478.67 1 VDOT STD. IS-1 RECl - ill 15 39.50 1.01% 471.70 471-30 RCP 110 1 DI-313 CG-6 6 478.33 VDOTSTD. IS-1 REQ-D 15 22.42 2.68% 471.20 470.60 RCP 08 MH CG-6 NIA 477.50 VD0T STD. IS-, REQ'D 107 24 F 109.92 t22% 467.50 466.16 RCP 106 DI-3BB CG-6 6 475.58 VDOTSTD. IS -I KEQD I 104B I DI-3BB CG-6 7.50 VDOTSTD. IS-1 REQ'D 104A 24 12337 1-71% 454,36 452-25 RCP DI-3BB CG-6 8 458.50 I VDOTSTD, IS-1 REQ'D 103 24 36,44 1.40% 450.50 449.99 RCP 102 1 . MH CG-6 N/A 458.07 VDOT STD. IS-1 REQ'D 101 24 87.16 1.71% 447.82 446.33 I RCP - 100 DI-313 CG-6 16 454.00 VDOT STD. IS-1 REC'D 99 24 35.21 1,31% 446,23 445.77 RCP Z10 ­­ --- � 453.67 VDOTSTD. Il 1,___ 97 24 66.51 0.51% 445.67 445,33 RCP . DI-313 CG-6 6 452.00 VDOT S1 � IS-1 REQ'D 95 24 67.15 0-71% 442�58 442A0 RCP 94 DI-3B (;(3-f6 8 _ 449.92 VU() 93 24 32.60 1.53% 442.00 441.50 RCP 1 1 91 - 102B DI-3B CG-6 6 460.92 VDOT STD. IS-1 REQ - - I I - I 1 138 DI-36 CG-6 10 49146 VDOTSTD. IS-1 REQ'D 137 15 60�91 1.48% 486.46 485�56 RCP bl­3BB CG-6 10 493.46 VDOT STD. IS-1 REQ'D 1 135 15 55.58 1 1.1M. 46b.4ti 14l RCP 1 134 MH CG-6 NIA 491.50 VDOTSTD. IS-1 REQ'D 133 15 21AI 5.45% 484.75 483�60 RCP 132 DI-3C CG-6 6 490,42 VOOT STD. IS-1 REQ'D 13 1 . 130 Ut-OD 1_1�_v 0 -+vv.UU V Lj,.j I 0 1 Ij. 10- I rx=w U 129 15 4146 3.22% 483.00 481-60 RCP 128 DI-313 CG-6 6 488.47 VDOTSTD. IS-1 REQ'D 127 15 168.31 4,46% 481.50 474�00 RCP 126 1 Dl-3B CG-6 12 . 481.43 VDOT STD. IS-1 REQ'D - 125 15 49.19 2.13% 473.90 472�85 RCP 124 DI-3C CG-6 6 479.08 VDOTSTD. IS-1 REQ'D 123 15 38.96 2,95% 472.75 471.60 RCP 122 DI-313 CG-6 6 478.92 VDOTSTD. IS-1 REQ'D - RCP 122B I I DI-313 CG-6 6 476.87 VDOTSTD. IS-1 Kfzou 122A 18 103.60 1.45% 470.00 468-50 RCP ­ 475�50 VDOT STD. IS-1 REQ'D 119 24 124.43 O�64% 468.40 I 467.60 RCP I I I I I 120B DI-3C CG-6 8 475.50 VDOT STD. IS-1 REQ'D 120A 15 4&91 1.02% 469.00 46&50 RCP 126B . DI-313 CG-6 10 481.43 VDOTSTD. IS-1 REQ'D 126A 15 48,93 1.02% 474.50 474.00 RCP 146 D1-3B CG-6 8 I 483.25 VDOT STD. IS-1 REQ'D 145 15 34.22 1.90% 47&25 4T7-60 RCIP 144 1 1 1 1 1 DI-3BB CG-6 8 483.25 VDOT STD. tS-1 REQ'D 143 15 5 47335 RCP 142 DI-36 CG-6 -I- 4 480.67 VDCTSTD. IS-1 REQ'D 141 15 %30 1.52% 1 473.65 47Z60 RCP i - i �_ - I I ... �?'­' . . I . � i ��� kj� a. �r � LOT � Aro ... I - . � __ I _� . .**- . . - - -1 --- - . , .19 - . , , . I . 1 228 �� -, . , ) [�_ C) =) _­ I I . I I - .. �::��___ - � . � � I I I 11 - .1 - I ­ M, . I __��* - . - -1- - I I �:i� %;z - .*� , � # � I . I . . �;� U) .df . , I ;;­�- ��. I I � I I . I * I I I I � . � *_* - . I - ,Y- � I . RE . . . 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I "I \ - __�-\ i \ �, - - , 126 0.33 0.60 7.0 - 1, / �x I - " / // I/ Fl, - - � I - - , / / / I� � . .-I, ; ,.�, "_1 .1 I - � � _ 1 3 1 � � I __�_ I "I , / . - I , - , I . �. . - _�_ � \ -"% ­'_ i / / / ,,, I - - - / �/ - v�_, I �� I Uj I i m � m �,_ VILT - ( \ --� --I- -1 F 19 __ / -438----- . , / � -- - 1 � 126B 0.24 0.65 6.5 V1 'I - ______� I / � I S vv In FAUill-I I T ,o - - - 7 � - I .� K '- :�13 - ,� V111": "I - __ I - , ���V­�_ ��__�', . \ - / � f 11 - I \ \ I � . - � . --- - - ----\- _/ I I � (D co \ _�/ / - ` // / ., - . 11 I ____ \& " , I ,-- / / . � - I L�.: . �.:, ­4 I.. � -�l ��% I - _____ I , / /./ I .�' - - 128 0.07 0.85 5.0 1 �ky I ___1 / � . 1, ­/ I : � � ,/j/ .1 '11 I I ,__ It _� ._l - � '-- , / / � I � _v) . 7 ,g/ 1 3 �_� I \1 V, ,,, ,�p - - - I , ,1;1,,�, I'/ / _� - �� � I �/ ­- , . ��\ \/ 1, - , - l � , - -1 , I I -, / / I . , - \ \ \ C:) , / / I ­f, A __�_ - - - �, � ." . \ - --- � ­ I " ,� - - C:) I Ir , - - 130 0-09 0.65 6,0 �� I I ___ / _t,, ////z� , \ / � > I _�_.:__,.�1-1 !� , � / - / �,� � .1 \ \ \ - f� I - __ I - �1_ , �,�VL,747 .. , . 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I , I � - I / / -, Z" / ,--."/I ill \ , U': ___--- -,,, / t / � � I " I - --- / \ I I / / // \ I / - -f j \ ", �1, -1 --- ­_- , / // I f j I � I / - I I 11 I \/ /,�', / 11 /\ �1� � - _�,// I I I I // 14 \ , I / -1 EX- I I I ; I I , � , I - , " � \ \�,\ 1� � 1--__"�, �/ I � i � I � 'I I ; z / - / I I I / / , ,/ / i � , / I I I / , / � _�_ - _,,-_� __ - / ; f / I I 1 � f ! / , ,/ i I I / I 1 I Ii / . / I , I , I v /\, , ,/ / , I I I k 1� ! I � I . I - . I I I 11 , " I I . I � k � , ­ 6 1 1.1.80 0.63 . 10.111, I 1) / ! I I / / "" �, 111� �, / I , t / , ­-, ­1 ,/ � !/ � I , I " � � / � I . - C5 z 2� 1_1 1_1 z 0 z 1_1 V) _j _j 0 - 0 - c (I) W �_ 0 (I) ill .- ;i (n In w L x (1) Q) - - :3 0 :� (3) .0 � - 0 . a D - (,) c 0 0 � - 0 - I _0 �6 0 io - c 0 z , � U) c 0 0 _0 � .- E - - 0 c - ::, -0 6 > . 6) :3 -6 � .- - , (1) > (1) 0 12 , -l_- 3� (1) In 0 Q_ � D 0- >1 c: U � 0 -0 (I) (n :5 Q) -0 - 0 c 0 _c U) -0 c C3 - � 0- .s� � - 0 3: - � D -0 0 1 0- (1) Q) -0 - 0 c >1 0 E -0 c 0 CD �Z ly- 1 L-I = C5 z Ld V) = _j _j 0 0 - 0 >1 , (3) 0- 0 0- 4) , (1) =3 0 x (1) Q) _c - 0 1 0 In - c (D E D U 0 -0 -a � .2 0 0 En cn 0 73 c U) c: (D - CL (1) U) 0) Design Year: 10 Project: Belvedere Phase B Job #: 112059 Prepared by: AMLPE Design Storm Year = 10 H o��� A, SCO7t'k'-,,COLLINS U Lic. No. 035791 1� 1" o ONAL z O Q U W to LL z O U z O w Ln U O < J oU Q z W Q Q oZ$ 0 M a 0 � ~ > U w O m� Z U to Z Zt!1 O Z J Q 0 (n Q U UU d O J OJ W } W O LU 0- ? ca N -' H z¢ Cf a // LU Vi ca U L z W Q W J d (n Q W ¢ Q Lii � a V) W W � LU W ca ti > d Ln J Q W Ice o > � w W W 0 W * gutter longitudinal slope of 0.001 should be used in a sump condition *� grate inlets (Dt-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth w W for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. 0 N n � 07 N M M M Q N M OC o-6 r- CD 00 .- Ln Ln I Ti ,-i r M� M C'7 N z M 0! 1 N Q 0 W i N Qo J J J Q z z o W U.u. L9 o 1 gutter longitudinal slope of 0.001 should be used in a sump condition U - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth J - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities coOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. IJ Q f--J U 2 i--4 U w UJ CD 1 W 1�; Cn z 0 in n '+ W ZW � Q W�/ 1..1_ J< W V 0 N W J H W I- W a W to JOB NO. 152121 SCALE 1"=50' SHEET NO. for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 15 INLETS IN SUMP, DESIGN {CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 4.00 {Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth} Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet v Q � Q ID � .o a c''o o v iv � 0 0 a c C iE 3 N � t m m [1 � J` <( U U C1 Ci U W "o left 0.17 0.65 0.111 fl.44 0.00 0.44 O.Or110 flA204 2.0 0.0833 4.1650 7.5fi 0.70 right fl.23 0.65 fl.150 0.60 OAO 0.60 O.OD10 flA2D0 2.D 4.0833 4.1650 8.47 0.63 76 3CC 1D.0 combined flow 1.4 O.tO fl.226 5.17 Max.spread=ld' left 0.17 0.65 D.t11 0.44 O.QO 0.44 0.0010 D.6200 2.0 4.0833 4.1650 7.5fi 0.70 right 0.09 0.65 6.059 D.23 flA0 0.23 DAD14 4.0200 2.0 0.0833 4.1650 5.96 0.83 78 3CC fi.0 combined flow 4.7 0.10 4.214 4.89 Max. spread = 8' left O.fl7 0.60 O.D42 0.17 0.00 D.17 fl.0010 0.02D0 2.0 0.4833 4.1656 5.2fi DB8 right D.07 0.64 0.042 0.17 0.00 0.17 0.0010 O.D200 2.0 0.0833 4.1650 5.2fi 0.87 SS 3C 4.0 combined flow 0.3 0.07 0.157 3.59 Max. spread =S.S left 0.03 0.65 flA20 O.D8 0.00 0.08 0.0410 D_0200 20 0.0833 d.1650 3.95 0.90 right D.01 0.65 D.D07 0.03 D.00 D.03 fl.001D D.02p0 2.0 0.4833 4.165D 2.61 0.98 90 3C 4.0 combined flaw 0.1 0.03 0.072 1.64 Max. spread =5.5 left 0.15 0.50 0,075 0.30 0.00 0.30 0.0410 O.OZtX} 2.4 D.0833 4.165D 6.54 0.78 right D.10 0.50 D.054 0.2D Q04 0.20 O.Dfl10 0.4200 2.0 D.0833 4.1650 5.62 0.85 92 3CC 6.0 combined flow 0.5 0.08 0.175 4.00 Max spread =9` left 0.16 D.55 DA88 0.35 OA4 fl.35 fl.D010 OA200 2.0 0.0833 4.1654 6.94 D,70 right 0.11 D.55 D_O61 D.24 0.fl0 0.24 flA41D D.0200 2.4 D.0833 4.165D 6.03 D.81 712 3G 6.0 combined flow 0.6 0.09 4.?96 4.49 Max.spread=T left 4.04 0.65 D.426 D.10 OAO 0.10 0.0010 0.0200 2.0 O.Q833 4.1650 4.39 0.93 right D.D2 D.65 D.D13 0.05 D.flD D.05 O.fl010 D.OZ00 2.4 D.6833 4.1fi50 3.39 D.95 118 3C 4.0 combined flow fl.2 0.{l4 0.094 2.15 Max. spread =8.5' left a.19 4.55 0.105 4.42 0.00 fl.42 0.4010 Q.0200 2A 0.0833 4.1650 7.40 D.7Z right 0.38 D.55 4.2D9 D.84 O.DO 0.84 D.D010 0 020D 2.0 O.OS33 4.1650 9.60 0.62 720 3C 8.0 combined flow 1.3 013 D.284 6.51 Max. spread =18' left a.22 0.60 0.132 0.53 QDO 0.53 O.Dfl10 0.02tH} 2.0 0.0833 4.1650 8.08 0.68 right 0.13 0.64 0.078 0.31 O.OD 0.31 0.001D 0.02D4 2.0 0.0833 4.1650 6.64 0.66 1206 3C 8.0 combined flow D.8 0.16 0.2t8 4.99 Max. spread =18' left 0.16 0.55 0.088 D.35 0.00 0.35 OAfl10 0.0240 2.0 0.0833 4.1650 fi.94 D.75 right 0.14 0.55 D.077 0.31 O.DO 0.31 OA010 0.0240 2.0 0.0833 4.1650 6.60 0.77 124 3C S.0 combined flow 0.7 0.10 0.214 4.82 Max. spread = 7` left D.19 0.65 4.t24 0.49 OAD 0.49 D.DD1D DA204 2.D 0.0833 4.1650 7.88 0.68 right O.t6 0.65 fl.104 0.42 4A0 0.42 O.00ip 0.0200 2.0 0.0833 4.1650 7.39 0.72 132 3C 6.0 combined flow 0.9 0.12 0.260 5.97 Max. spread =14' left 0.09 OS4 4.045 4.18 D.40 4.18 OA010 O.D200 2.0 O.D833 4.ifi5D 5.4D fl.86 right 0.34 0.50 4.170 0.68 0.00 0.68 0.0010 0.0200 2.0 D.0833 4.1650 8.89 4.65 146 3C 8.0 combined flow 0.9 0.10 D.221 5.06 Max spread =9' INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH} Intensity 6.50 {Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth} Mannings Coefficient, n is QA13 Inlet Hydrology Curb and Gutter Inlet ii > V io V C9 G; C7 O a U (4 � v1 0)-. in of f- W '� � (i6 a v �a F" � left 0.17 0.65 0.111 0.72 0.00 0.72 D.Q010 fl.D20fl 2.D 0.0833 4.1650 9.07 4.61 right 0.23 0.65 0.150 D.97 0.06 fl.97 0.0010 0.0200 2.0 0.0833 4.165D ?0.16 O.SS 7fi 3CC 10.p combined flow 1.7 0.14 fl,312 T.15 Max. spread =14' left 0.17 0.65 O.t11 4.72 D.00 0.72 0.0010 0.02QD 2.0 0.0833 4.1650 9.07 Q.62 right 009 0.65 0.059 fl.38 a.40 0.38 0.0410 a.az4o 2A 0.0833 4.1650 7.15 0.74 7S 3CC 6.0 combined flow 1.1 0.14 0.295 6.76 Max. spread = 8' left 4.07 D.60 D.D42 fl.27 OAO D27 0.4010 0.020D 2.0 0.0833 4.1650 fi.31 0.83 rght 0_fl7 0.60 0.042 fl.27 DAO 0.27 fl.0010 0.0200 2.0 O.OS33 4.165D 6.3] 0.80 88 3C 4.0 combined flow 0.5 0.10 0.216 4.96 Max. spread = 5.5' left OA3 0.65 D.020 0.13 OAO 0.13 D.001fl 0.02p0 2.0 O.fl833 4.1fi50 473 0.84 right OA1 D_65 0.007 O.D4 D_QO 0.44 fl.D010 4.0200 2.fl 0.0833 4.1650 3.14 0.95 9D 3C 4.0 combated flow Q.2 OAS 0.099 2.27 Max.spread=5.5' left 0.15 0.50 4.075 0.49 aoo 0.49 0.001D 0.0200 2.a 0.0833 4.1fi50 7.84 0.68 right 0_?0 0.50 0.050 0.33 D.00 0.33 0.4010 D.D240 2fl 0.0833 4.765D 6.74 0.77 9Z 3GG 6.0 combined flow 0.8 0.11 0.241 5.53 Max, spread = 9` left D.tfi 0.55 0.088 0.57 p.00 0.57 0.0010 0.0200 2.0 0.0833 4.tfi50 8.33 D.62 rght 0.11 0.55 0.061 fl.39 0.00 0.39 0.0010 O.a200 2.0 0.0833 4.1650 Z24 0.74 112 3C 5A combed flow 1.4 0.12 0.271 6.20 Max. spread = 7' left O.D4 0.65 0.026 0.17 0.00 D.17 D.0010 4A200 2.0 OA833 4.t650 527 0.87 right 0.02 0.65 0.013 0.08 0.00 O.OS 0.0010 OA2D0 20 0.0833 4.1650 4.67 0.90 118 3C 4.0 combed flow 0.3 0.06 0.13D 2.97 Max. spread = 8.5' left D.19 0.55 0.1fl5 0.68 O.QD 0.68 D.0010 D.02o0 2.0 DA833 4.t654 8.88 D.64 right 0.38 4.55 D.209 t.36 O.DD 1.36 O.OD10 D.D2b0 2.fl fl.0833 4.t650 11.52 0.52 120 3C 8.0 combated flow 2.0 0.18 0.393 9.00 Max. spread =18' left 4.22 0.60 0.132 0.86 0.00 0.86 O.D010 O.DZ00 2.0 4.0833 4.t650 9.7D 0.60 right 6.13 O.6D 0.078 0.51 0.04 O.5i 0.0010 0.020fl 2.0 0.0833 4.1650 7.96 0.58 1206 3C 8.0 combated flaw 1.4 fl.14 0.301 6.89 Max. spread =18' left 0.16 0.55 OA88 fl.57 D.00 0.57 0.0610 fl.0200 2.0 0.0833 4.1650 8.33 0.66 right 0.14 0.55 D.077 0.50 D.DO 0.5D O.DO10 O.D200 2.0 0.0833 4.1650 7.92 0.68 924 3C 6.0 combated flow 1.1 0.13 D.290 6.6fi Max spread=7' left D.19 0.65 0.124 0.80 0.04 D.SD 0.0010 0.02100 2.0 0.0833 4.t650 9.46 D.60 right O.t6 D.65 0.104 D.68 0.00 0.68 D.DD10 0A206 2.0 0.0833 4.165D 8.87 0.63 132 3C fiA combated flow 1.5 0.16 0.350 8.25 Max. spread =14' left 0.09 0.50 O.D45 fl.29 0.00 0.29 OA010 4.024D 2.0 O.D833 4.1650 6.48 D.7S right 0.34 6.50 0.17D 1.11 D.DO 1.11 O.OD10 O.fl2tNi 2.0 0.0833 4.t650 10.66 0.55 146 3C 8.0 combined flow 1.4 0.?4 4.305 7.00 Max, spread = 9' STRUCTURE DRAINAGE D {iN} E.LOSY TYPE INLET TYPE AREA (F'1") PERIIv1E'I'IIt (FT} A (ACRES) G i {INiHR} Q {CFS} YDI 18" Yard Inlet 0.$3 4.$$ 0.10 0.50 4,00 fl.20 fl.7 WEIR FLOW YDI 18" Yard Inlet 0.$3 4.8$ 0.10 0.50 6.50 0.33 0.9 WEIR FLOW YDI 18" YardInlet - 50°la cloyed 0.42 2.44 0.10 0.50 4.00 0.2fl 1.1 WEIRFLOW YDI 18" Yard Inlet - 50% clogged 0.42 2.44 0.10 0.50 6.50 fl.33 1.5 WEIR FLOW 1'DlA 18" Yard Inlet 0.83 4.$8 fl.15 0.50 4.00 03fl 0.9 WIIRFLOW YDIA 1$" Yard Inlet 0.83 4.88 0.15 0.50 6.50 fl.44 I.2 WEIR FLOW YDI A 18" Yard Inlet - 50% clogged 0.42 2.44 0.15 0.50 4.00 0.34 1.4 WEIR FLOW YDI A 18" Yard Inlet - 50°lo clogged 0.42 2.44 0,15 fl.5fl 65fl fl.49 2.0 WEIR FLOW YD2 18" Yard In?Qt fl.$3 4.88 0.35 0.50 4.00 0.70 I.6 WEIR FLOW YD2 18" Yard Inlet 0.$3 4.$$ fl.35 0.50 6.50 1.14 2:l WEIRFLOW YD2 rt a 1$ Yard Inlet-50/aek���ed 0.42 �.44 0.35 5 0._0 4.00 0.70 _.� F WEIR LOW YD2 18" Yard inlet - 50°la clogged 0.42 2.44 0.35 0.5fl 6.50 1.14 3.5 WEIR FLOW YD3 18" Yard Inlet 0.$3 4.88 0.12 0.50 4.00 0.24 0.8 WEIR FLOW YD3 1$"Yardlnlet 0.$3 4.$$ O.12 0.50 6.50 039 1.1 WEIR FLOW YD3 1$ Yard inlet - 50% clogged 0.42 2.44 fl.12 0.50 4.00 0.24 I.2 WEIR FLOW YD3 18" Yard Inlet - 50°la Clogged 0.42 2.44 0.12 0.50 6.50 0.34 1.7 WEIR FLOW INLET STATION OUTLET' WATER SURFACE ELEV � Lo Du Q. 7_W Srn ! s H£ JUNCTION LOSS FINAL H INLET WATER SURFACEEi,F_V. RIM ELEV V. i H. Qr� Vli� ; Qi*V Vi`f2g H, NG[. H� iIr 1.3H, i .SH, 473.64 69.3a 15 1.92 0.001 O.a6 1.6 0�.0 142 I.8 1.5 Z.b239 0.0 0,01 58 0.0156 0.04 NA 4.0z a.08 473.G8 480.67 474.75 58.83 IS 1.74 O.Qat O.aS LS 0!A 144 1.2 1.0 1.1727 0.4 4.01 S4 0.00647 0.02 NA a.01 0.06 474.81 483.25 418.60 34.22 15 1.20 0.000 0.01 1.0 0�.0 146 0.00 0 U a.ao NA 0.0U O.Ul 478.61 48325 475.0t} 48.93 1S 0.97 O.atXl 0.a1 4.8 a�.a 126E 4.00 0 0 0.00 TVA 0.00 0.01 475.01 48I.43 469.78 48.91 15 1.27 Q.a00 4.02 1.0 0�.0 1zaB o.00 0 0 0.0o NA o.00 a.oz 469.Bo 475.50 469.20 124.43 24 1.3.48 a.aat a.44 4.3 Oi,l 120 10.7 6.1 65.35b 0.6 0.20 4 0 0.27 NA 0.14 4.58 469.7$ 475.50 4b9.78 103.60 18 10.75 O.Q1U 1.08 6.1 0�.1 122B 8.S 6.9 58.743 Q7 0.2G 31 4.20813 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COI;FF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENU'TH SLOPE DIA CAPA- CITY VEL FLOW TIME REMARKS INCR ACCUI�I ACRES C MIN MIN C.F.S. UPPER LOWER FEEL" FTJFT. INCITES C.F.S. F:P.S. SEC 90 O.a4 O.bS 0.03 a.43 6.00 5.35 a.2 88 4b2.S1 4b2,09 20.86 0.0201 15 9.2 2.8 7.4 88 fl.14 0.60 0.08 0.25 6.14 6,3 t L6 86 461.49 461.70 36.94 0.0079 15 5.7 3.4 9.4 86 0.32 0.50 U.16 0.41 650 6.2I 2.5 84 461.6a 455.16 146.26 a.a44a 15 13.6 8.4 17.4 84 0.03 fl,8a a.fl2 4.43 6.79 6.13 2.6 82 452.76 451.32 34.82 O,a414 15 13.1 8.3 4.2 82 0.17 C1.60 a.10 4.53 6.86 b.11 33 84B 449.32 44b.68 6b.7b 0.0395 15 12.8 8.7 7.7 80B 0.04 0.7fl O.fl3 OS6 6.99 6.07 3.4 80 446.5$ 443.57 89.1.5 0.0338 30 75.4 7.6 11.7 80 4.09 0.65 0.06 5.03 I1.59 5.07 25S 78B 437.57 436.75 32.91 U.0249 30 64.7 tU.O 3.3 78B 4.13 4.G5 0.48 5.12 11.64 S.a6 25.9 78 436.65 435.45 78.26 a.0153 30 50.7 9.8 8.0 78 0.26 0.65 0.17 5.2R 11.77 5.04 26.6 76 435.35 435.05 3698 0.0081 30 36.9 8.2 4.S 7b 0.40 a.65 0.26 5.54 11.85 5.fl3 27.9 EX-6 434.45 43398 100.37 0.009'7 36 65.7 $3 11.3 88B 0.23 t3.G0 0.14 a.t4 6.(1a 6.35 0.9 88 462.6b 462.04 35.63 0.01.6a I5 8.2 4.3 8.2 118B 0.46 4,50 0.23 a.23 9.00 5.58 I.3 118 4?5.50 475:25 23.98 a.0104 1S 6.6 4.1 S.9 118 Q.a6 0.65 0.04 0.27 910 SS6 1.5 I16 475.15 474.Sa 34.57 4.a188 15 8.9 5,3 6.5 116 0.3U a.55 a.17 0.43 4S0 5.47 2.4 114 474.00 473.50 57.78 0.0087 15 6.0 4.b 12.6 J 14 O.a3 4.55 0.42 0.45 9.7I 5.43 2.4 112 473.40 471.84 93.04 0,0172 15 8.5 5.4 15.8 112 0.27 Q.SS 0.15 0.60 9.97 5.37 3.2 114 471.70 471.3U 34.50 a.Olaf 15 6.5 5.2 7.s 110 U.16 U.64 4.10 0.70 l0.la 5.35 3.7 10$ 47J.20 474.60 22.42 0.0268 15 10.6 7.8 2.9 148 O.OU 0.90 O,aa 3.T4 14.18 5.34 17.0 lab 4b7.50 466.16 104.42 4.Ot22 24 25A 8.5 12.9 106 4.45 U.65 a.03 3.22 1a.39 5.29 17.1 104B 463.16 4G1.42 114.72 4.4152 24 27.9 4.3 12.3 104E O.a4 0.80 U.03 3.26 1a.60 5.25 1?.1 104 454.3b 452:Z5 123.37 o.a171 24 24.6 9.7 t2.7 lU4 0.49 U.70 a.06 3.32 1a.81 5.21 17.3 lag 450.50 449.94 36.44 O.a14fl 24 26.8 9.0 4.0 102 O.Qa a.94 O.a4 3.65 1.0.87 5.20 t4.a 100 447.82 446.33 87.16 O.a171 24 29.G 14.0 $.7 la0 0.55 0.70 4.39 4.U3 11.02 5.17 20.9 48 44b.23 445.77 3521 U.0131 24 ZS.9 9.2 3.B 98 0.08 0.7a O.Qb 4.09 11.fl8 5.16 2J.1 46 445.6? 445.33 66.51 O.a0S1 24 20.1 5.3 12.5 46 D.lU 0.55 a,06 4.t5 11.29 �.13 21.2 44 442.58 442.14 67.I5 O.a071 24 2a.9 6.3 10.7 44 028 0.50 0.14 4.24 ]1.47 5.a9 2L8 42 442.40 441.54 32.60 O.OL53 24 28.0 9.8 3.3 42 U.25 a.SO 0.13 4.41 L153 5.a8 22.4 84 438.b7 438.t7 35.21 4.fl142 24 27.0 9.6 3.7 102E 0.55 0.6U 0.33 0.33 9.00 5.58 1.8 lag 454.92 451.82 41.47 0.0748 15 17.7 4.1 4.5 138 0.18 0.70 O.i3 013 6.50 6.21 4.8 136 486.46 485.56 60.91 09148 15 7.4 4.1 15.4 13b 0.23 0.70 a.ib 0.29 6.75 6.14 l.8 134 485.46 484.85 55.58 U.UIIU 15 6.8 4.6 12.1 I34 0.00 0.90 Q.00 0.29 6.95 bA8 L8 132 484.75 483.60 21.11 0.0545 LS 15.1 8.2 2.6 132 a.35 0.65 0.23 0.51 7.00 6.07 3.1 I30 483.Sa 483.14 34.40 4.0102 kS 65 53 7.5 130 0.49 Qb5 a.06 0.57 7.13 6.43 3.5 128 483.OT1 481.bt} 43.46 0.4322 15 11.6 8.2 5.3 128 a.07 0.85 a.06 0.63 7.21 6.01 3.8 t26 481.50 474.Ua 1b8.31 0.0446 IS 13.6 9.5 17.7 126 0.33 0.6tJ 4.2U 0.94 7.51 5.94 5.4 124 473.9a 472.85 44.19 0.0213 15 9.4 8.1 6.1 124 0.30 O.SS 0.17 1.15 7.b1 5.91 b.8 I22 412.75 4?LtiO 38.96 a.0295 15 111 4S 4.1 122 4.08 fl.65 a.05 1S5 9.53 5.47 8.S 122B 471.00 470.10 50.34 a.0179 15 8.6 8.0 6.3 122B 0.11 a.65 a.07 1.97 9.63 5.45 Ifl.7 120 470.IX} 46850 lU3.iif} 0.0145 18 12.6 8.4 t2.9 12a 0.57 fl,55 a.31 2Sa 9.85 5.44 13,5 I08 468.4(1 467.60 124.43 O.Q064 24 18.1 6.3 19.7 124B 0.35 0.6a U.21 a.21 7.4fl 6.07 1.3 120 469.00 46850 4$.91 0.0102 IS 6.5 4.0 12.1 t26B 0.24 0.65 016 4.16 6.50 6.2t Lfl 126 474.50 474.0(1 48.93 a.U102 15 6.S 3.8 L.8 l46 0.43 0.5a 0.22 4.2'• 9.00 5.5$ 1' 144 4?8.25 477.60 34.?? 0.01>U 15 8.9 S.0 b.9 144 0.18 0.6a 0,11 U.32 9.11 5.56 1.8 142 475.25 473.75 68.83 0.0218 15 9.5 5.9 11.6 I42 4.44 0.65 4.03 035 9.31 5St L9 122 473.65 472.60 69.30 0_aI52 15 8.0 5.3 1.3.1 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE} Intensity 4.00 (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth} Mannings Coefficient, n is O.Q13 Inlet Hydrology Curb and Gutter Inlet � N «�. o � 3 x w O = U � � (n N p � N � c o � c Q 0 � x 3 o � Iu E o L m o ¢ >r - o >a G X ID --a- a > � ¢ C} U Ci Ci C3 cn va 'S rn � H w � rn � � .� ui C3 cf°i � 78B 3BB 6.0 0.13 D.65 fl_D85 0.34 q.00 D.34 OA179 flAZDD 2.D 0.083p 4.t500 3.98 0.95 3.512D 4.1463 0.?590 4.33 1.38 ].00 0.34 0.00 Max. spread =1d' 80 3B6 6.0 0.09 6.65 flA59 0.23 0.00 D.23 OA200 OA244 2.0 0.0830 4.1500 3.40 0.98 3.5120 0.1463 0.1634 3.78 1.59 1.00 0.23 O.DO Max. spread=9' 80B 36 6.0 O.Q4 0.70 0.028 0 .1? 0.00 0.11 D.Q654 O.fl200 2. 0 0.0830 4.? S00 2.06 1.00 3.5?20 0.1463 0.1663 3.91 1.53 ?.DO 0.11 0.00 Max. spread =5.5' p 82 36 12.0 0.17 0.60 O.iD2 OA1 0.00 0.41 0.09fl6 0.02fl4 2.fl 0.0830 4.1500 3.15 0.97 3.5126 4.1463 Q.1619 7.55 159 1.00 0.41 0.00 Max, spread=5.5' 84 36 6.0 4.43 0.84 OA24 0.10 0.40 0.10 0.1077 OA200 2.0 0.0830 4.1540 1.77 1.00 3.5120 0.1463 0.1663 4.26 1.d1 1.00 0.10 0.00 Max. spread =5.5' 86 36 8.0 0.32 0.50 0.160 fl.64 OA4 0.64 0.0176 0.0200 2.0 0.083D 4.1500 5.07 0.90 3.5120 0.1463 0.1517 5.8fl t.38 1.OD fl_64 0.04 Max. spread = 5.5' 88B 36 8.0 0.23 D_60 fl_138 4.55 D_fl0 0.55 09112 4A200 2.4 0.0834 4.150fl 522 0.87 3.5]20 0.1463 D.1473 4.84 ]_65 1.D0 fl_55 0.00 Max. spread =5.5' 94 36 8.0 0.28 4.50 0.144 0.56 OA4 4.56 4.Q219 0.024D 2.0 0.0830 4.1500 4.63 0.84 3.512D 0.1463 0.1429 6.07 1.32 1.40 0.56 4.D4 Max. spread = 8' 96 36 6.0 0.10 0.55 OA55 6.22 0.00 4.22 fl.0200 OA200 2.0 0.0530 4.1500 3.32 0.98 3.51Z0 0.1463 0.1634 3.68 1.63 1.00 0.22 0.00 Max. spread = 7' 98 366 8.D 4.08 0.70 4.056 D.22 4.00 0.22 4A255 O.D2D0 2A 0.0830 4.150p 3.19 0.98 3.5120 0.1463 0.1634 3.99 2A1 1.00 0.22 p.OD Max. spread =14' 1D0 36 6.fl 0.21 0.70 D.147 0.59 0.00 0.59 0.0323 4.0200 2.fl 0.0834 4.1500 4.39 0.92 3.5120 D.1463 0.1546 6.6d 0.90 1.00 0.59 OAO Max. spread = T 102E 3BB 16.0 D.SS 0.60 0.330 1.32 OAD 1.32 0.0750 Q.0200 20 0.0830 4.15D4 5.07 0.88 3.5120 D.1463 0.1488 1229 1.30 1.OD 1.32 DAO Max. spread = T 104 3BB 8.Q fl.09 D.70 0.063 025 0.00 0.25 0.0617 4.0200 24 0.0830 4.1500 2.83 0.99 3.5t24 0.1463 D.1649 5.44 1.47 1.OD 025 0.00 Max. spread = 9d' 164E 3BB 6.0 0.04 0.80 0.032 0.13 OAO 0.13 OA882 D.0200 2.0 0.0830 4.1540 2.05 1.Q4 3.5120 4.1463 0.1663 4.53 1.33 1.00 D.13 OAO Max. spread =14' 106 3BB 6.0 0.05 0.65 0.033 0.13 0_DO 0.13 0.4589 0.0200 2.0 O.fl830 4.1500 2.23 1.00 3.5t20 D.1463 D_1663 4.04 149 1.Oq D.13 0.00 Max. spread =1d' 110 38 6.0 0.16 0.60 D.096 4.38 0.00 0.38 D.0200 4.4244 2.0 0.4534 4.150D 4.09 0.97 3.5t20 0.1463 0.7619 4.68 128 1.00 0.38 0.00 Max, spread =14' 114 36 6.0 0.03 0.55 O.Ot7 0.07 4.00 O.D7 0.0200 OA200 2.0 0.4830 4,1500 2.11 0.99 3.5120 0.1463 0.1649 2.21 2.72 1,04 D.07 4.00 Max. spread =T' 116 36 8.0 0.3D 4.55 0.165 0.66 aA0 0.66 O.ott2 0.0200 2.0 0.0830 4.1500 5.59 0.8d 3.5124 4.1463 D.1429 5.32 1.5Q 1.40 0.66 O.OD Max. spread=9' V86 36 8.0 0.46 0.50 0.230 0.92 q.00 0.92 DA112 OA20Q 2.4 0.0830 4.1500 6.33 0.83 3.5t24 D.1463 D_1475 6.15 1-30 1.D0 0.92 DAO Max. spread=T' 122 36 6.D 4A8 0.65 0.052 0.21 OAO 0.2] 0.02fl4 0.0200 2.0 0.0830 4.1500 3.25 0.98 3.5120 0.1463 0.1634 3.60 1.67 1.06 4.21 O.DD Max. spread =14' 1226 3B 6.0 0_t? 0.65 0.072 0.29 DAO 0.29 DA248 OA20D 20 0.0830 4.1500 3.52 0.98 3.5720 0.1463 0.1634 4.38 1.37 1.00 0.29 0.00 Max. spread =14' 126 3B 12.D 0.33 4.60 0.198 4.79 4.00 Q.79 0.0442 4A200 2.4 0.0830 4.1500 4.62 0.90 3.5120 0.1463 0.1517 8.36 1.44 1.00 0.79 4.00 Max. spread =18' 126E 36 10.0 0.24 4.65 4.156 0.62 0.00 0.62 0.0442 OA244 2.0 4.0830 4.150a 4.23 0.94 3.5120 0.1463 0.1576 7.40 1.35 1.00 D.62 OAO Max, spread =18' 128 36 6.D O.D7 D.85 fl.060 D.24 O.flO 0.24 0.0374 0.024D 2.0 0.4830 4.1SDD 3.D4 0.99 3.5120 D,1463 0.1649 4.57 1.31 1.00 0.24 0.00 Max spread=l2` 130 36 6.D Q09 4.65 4.D59 0.23 q.00 0.23 0.0200 0.020q 2.4 O.D830 4.150D 3.4D Q_99 3.5120 0.1463 0.1649 3.76 ]_60 1.00 023 0.00 Max. spread = T 136 366 10.0 0.23 0.74 D.161 0.64 0.00 0.64 0.0374 0.0200 2.0 D.0830 4.1500 4.42 0.92 3.5120 0.1463 0.1546 7.21 1.39 1.00 0.64 0.00 Max. spread =18' 138 3B tD.fl 6.18 0.70 0.126 D.50 0.00 0.50 0.0374 0.020D 2.0 0.0830 4.1500 4.03 0.95 3.5t20 0.1463 0.1590 6.39 1.56 t.00 0.50 OAO Max. spread =18' 142 36 4.0 0.04 D.65 0.026 0.10 0.00 0.10 4.0361 QA2D0 2.0 0.0830 4.1540 2.24 1.06 3.512D D_1463 0.1663 3.17 1.26 1.00 0.10 0.04 Max. spread = id' 144 366 8.0 0.18 0.60 0.108 0.43 OAO 0.43 QQ2o0 0.0200 2.0 0,0834 4.1504 4.27 0.93 3.5120 0.1463 0.1561 S.D2 1.59 1.00 0.43 O.DO Max. spread = 9' INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE} Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet �- c v yy U d C � Uo 3 r. O t6 t�J N C X W ° c o iQ m rn ci c o 3 m � J O to Z. X o x V) F- O tQ N O U Q N � � a > � ¢ cJ U Cf � fi cry Ci C7 ctQi K 78B 3BB 6.0 0.13 0.65 O.OSS 0.55 O.DD 0.55 O.Ot79 D.0200 2.0 0.0830 4.1500 4.78 0.94 3.5120 0.1463 0.1517 5.47 1.10 1.40 0.55 0.00 80 3BB 6.0 0.49 0.65 0.059 4.38 DAO 0.38 0.020D OA2D0 2.D 0.0830 4.15D0 4.Q8 4.95 3.5120 0.1463 0.1590 4.71 L27 1.OD 0.38 O.IiO 806 3B 6.0 4.04 D.70 0.028 D.]8 0.00 0.18 0.0654 D.0200 2.0 0.0830 4.1500 2.48 0.99 3.5120 0.1463 0.1649 4.82 1.24 1.OD 0.18 D.00 82 36 12.0 0.17 0.60 4.102 0.66 0.04 0.66 0.4906 0.0200 2.0 0.0830 4.1500 3.78 0.92 3.5120 0.1463 0.1546 9.52 t26 LOD 0.66 0.00 84 3B 6.0 0.03 0.80 0.024 0.16 0.00 0.16 0.1077 0.0200 2.0 0.0830 4.1500 2.13 1.00 3.5120 0.1463 0.1663 5.22 1.15 1.W 0.76 D.D4 86 36 8,0 0.32 0.50 D.160 1.44 fl.00 1.04 0.0776 0.0200 2.0 0.0830 4.1540 6.09 0.84 3.5120 0.1463 0.1429 7.37 1.09 7.fl4 t.fl4 0.00 886 36 S.0 0.23 0.60 0.138 0.90 O.OD 0.90 0.0112 0.02D0 2.0 0.4830 4.1500 6.27 0.84 3.5120 0.1463 0.1371 6.20 1.29 1.00 fl.96 D.OD 94 36 8.0 0.28 4.50 4.140 4.91 0.00 0.91 0.0219 0.02D4 2.0 0.0830 4.1540 5.56 0.75 3.5120 0.1463 0.1298 7.89 1.01 1.00 0.91 0.00 96 36 6.0 0.10 0.55 0.055 0.36 D.00 0.36 0.0204 O.OZ00 2.0 0.0830 4.1500 3.98 0.95 3.5120 R1463 0.1590 4.59 1.31 1.00 0.36 O.OD 98 3BB 8.0 0.08 Q70 0.056 0.36 0.00 0.36 O.fl255 OA200 2.0 O.OS30 4.15p0 3.83 0.94 3.5124 0.1463 0.1576 5.00 t60 1.00 0.36 0.00 400 38 16.0 0.21 O70 0.147 0.96 2.14 3A6 0.0323 0.0200 2.0 0.0830 4.1500 8.14 0.68 3.5120 0.1463 0.1t95 15.48 1.03 1.00 0.96 2.10 102E 3BB 6.0 fl.05 0.60 D.030 fl.2D D.40 02fl 0.0750 4.0200 2.0 0.4830 4.1500 2.48 0.99 3.5120 O.t463 0.]649 5.17 1.16 1.00 0.24 0.04 100 104 3BB 8.0 0.09 0.70 O.Q63 0.41 O.OD 0.41 0.0617 O.D2D0 2.0 0.0830 4.150D 3.39 0.97 3.5120 0.1463 O.t619 6.74 1.19 1.00 D.41 0.00 1046 3BB 6.0 0.04 0.8D OA3Z 0.21 O.QO 4.21 0.0882 D.0200 2.4 0.0830 4.1500 2.46 1.00 3.5120 0.1463 0.1663 5.55 1.08 1.C4 0.21 0.00 106 366 6.0 0.05 0.65 D.033 0.21 0.00 Q21 0.0589 0.0200 2.0 0.0830 4.1500 2.67 0.99 3.5120 01463 0.1649 4.95 1.21 19p 0.21 p.00 t10 38 6.0 0.16 D.60 0.096 0.62 O.DO 0.62 0.0200 0.0200 2.0 0.0830 4.1500 4.91 0.92 3.5120 O.t463 0.1546 5.90 1.D2 1.00 0.62 0.00 114 36 6.0 0.03 0.55 4.017 0.11 0.00 0.11 0.02t)if 4.02D0 2.0 0.0830 4.1500 2.54 0.96 3.5124 0.1463 0.1605 2.18 1.40 0.1 t 0.00 116 36 8.4 4.30 0.55 0.165 1.07 0.00 1A7 0.0]12 O.Q244 2.4 4.4830 4.1500 6.70 D.75 3.5120 0.1463 0.1298 1.t6 ].D4 1.07 0.00 1186 36 8.0 0.46 0.50 0.230 1.50 0.00 1.50 4.0112 0.42D0 2.D 0.083D 4JSflfl 7.59 D.74 3.5120 0.1463 Q1283 1.00 1.00 1.54 D.40 122 36 6.0 0.08 0.65 O.OS2 0.34 O.DO 0.34 0.0200 0.02t}0 2.0 0.0830 4.1500 3.90 0.95 3.5120 0.1463 0.1590 k27 1.34 1.00 0.34 0.00 ]22B 36 6.0 fl.11 0.65 0.072 0.46 O.DO OA6 D.0248 0.0200 2.4 0.4830 d.1500 4.22 D.94 3.512Q O.Id63 0.1576 1.09 1.00 0.46 0.00 126 3B 12.0 fl.33 0.60 0.198 129 O.OD 1.29 0.0442 q.0200 2.0 0.0830 4.1500 5.55 0.85 3.5120 0.1463 O.t444 1.14 1.40 1.29 0.00 126E 3B 10.4 0.24 D.65 D.156 1.0] D.DO 1.01 0.0442 0.0200 2.0 0.0830 4.15fl0 5.07 0.88 3.5t2D 0.1463 D.148S 1.07 1.00 1.01 0.00 128 36 6A 0A7 4.85 0.060 0.39 0.00 0.39 0.0374 0.0200 2.0 O.OS30 4.1500 3.65 0.97 3.5124 0.1d63 0.1619 5.66 1.06 1.00 0.39 0.00 130 36 6.0 0.09 0.65 4.059 0.38 Q00 0.38 0.0200 0.0200 2.4 0.0834 4.1504 4.08 0.94 3.51Z0 0.1463 0.1576 4.73 127 1.00 0.38 0.04 136 3BB 10.0 0.23 Q70 D.t61 t05 0.00 1.05 0.0374 0.0204 2.0 0.0830 4.1540 5.30 D.87 3.5120 0.1463 0.1473 9.10 1.70 1.OD 1,Q5 O.OD 738 36 10.0 0.18 0.70 0.126 0.82 0.00 4.82 4.0374 4.fl2fl0 ZO D_4830 4.1500 4.83 0.88 3.5120 0.1463 0.1488 8.16 123 142 36 4.0 4.04 0.65 0.026 O.t7 OAQ 0.17 0.0361 0.02D02.0 0.083D 4.1500 2.69 0.99 3.5124 4.1463 0.1649 3.91 1.02 �1.0000.820.00 0.17 0.003BB 8.0 0.18 0.60 0.108 4.74 0.00 0.74 0.0200 0.02002.D 0.0830 4.15fl0 5.13 0.88 3.5120 0.1463 0.14886.341.26 0.70 4.00 it 7 n z J J 0 r c at m C 0 U L 3 w o_ m Y O c 3 rn 0 N 0 U 7 c 0 U 0 a c a c n c O U L 0 U O N 0 ai U 0 0 m U 0 o_ a T 0 O v 0 O a c 0 i 0 2 G L 0 0 0 3 .1= 0 V u 0 Q m m n 0 T 0 E c a c� z rr w w z_ C� z W [n Z J J O U 0 ,Z 0 a O .N U N O t N O N c N s= U 0 N a_ U O m m 0 a N C 0 a N H Ca SCOTT'R. COLLINSt4 I_� U Lic. No. 035791,1, 1 ) je, IOINVAL Ld MULCH V CORNELIUS ALLEY CORNELIUSALLEY NOTE: V) SHM -201 fW) (PROPOSED PRIVATE ALLEY - 20'R/W) ;0. -7-- In accordance with the Code of Development, any lot with more than 40' of frontage shall have at least one M.- _j rn z U) 0 .. . . . . treeofatleastiW shall be required in the front yard for each 25 feet of lot frontage (or fraction thereof) after the tree, selected from the Belvedere Landscape Palette, of at least 2 'A" planted in the front yard of each lot. An additional 3SN (PROPOSED PRIVATE ALLEY CA initial 50 feet of lot frontage. Trees planted to satisfy this requirement should be located to complement the street tree W 0 uj fn U_ 0-­ - I Aminimum plant quantity chart is providedtothe lefttoassistthe homebuilderin J" 2: 0 Li (2) 6' B CD g!i 1 plantings. The home buildershall ensure compliance with these standards. "I IV, Z� LU f (�P 0 H I S SH E E I. Q Raw LJ I v A 1; 1-4 1, (0 X LLJ z 0- -;M -4 U < 0 'T 'ILn 2: developing landscape plans. These quantities are minimurnsforthe front of houses, 7 additional plants beyond these numbers are encouraged. T U 0 LOT �21 LOT,220� 0 11 r 1 RJ�A L,-% 1A I r r;_j 14 1 �.A Snowlnoun jIvvVVIV1Uv1vLj jrIRLM m n, I C: rnj IPY IPRUNUSYEDOENSIS IYOSHI NO CHERRY 16'-7'ht. 99 12 1,188 Ln n. 0 LIMITS OF PHASE 1113 ia t*T1. 5 AR 5 ml I Mi ;o Mr x n 10 POCKET PARK PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (so TOTALSITE QUANTITY COVERAGE (so CA CAMELLIA SASANQUA SASANQUA CAMELLIA 24" ht. min. 46 20 920 HM HYDRANGEA MACROPHYLLANIKKC) BLUE' NIKKO BLUE FRENCH HYDRANGEA 24" ht, min, 16 40 640 SIN S I dt 2 11 h i 2 NIIINIANYUM PLANTUNG REQ17IREMENTS (LOT PLANTINGS) Lot Width Deciduous Trees Evergreen Tree Slrubs 60-10W 21 30 50'-60' 1 Y) 4 4W-49' 1 1 15 3 0 '_'39' 1 10 V_ U --- -- --------- -- ---- ­1 ­­-­ = _ _­___. 1_­­­­ �2 �i > LOT 212" LOT 2'�8, 0 m 0 m AR M LU < Cb F 1. CONTRACTOR SHALL INSTALL ALL STREET TREES WITHIN THE PLANTING 0 42' R/W) '2 5HM m -�,7 BELVEDERE BOULEVARD' NOTES: (EXISTING PUBLIC ROAD STRIP & TREES SHALL BE A MINIMUM OF 10' FROM THE UTILITIES. CURB RADII AT STREET INTERSECTIONS. uj 0 ) 0 2 U) U < 7-- -1 — x 0 < U — > AN APPROXIMATE SPACING OF 50'ON CENTER UNLESS THE TREES ARE 0 LU 17� 0z 7 �7] CATED AT AN INTERSECTION AND OBSTRUCT THE LINE OF SIGHT. 1. ­41 ;t z M ZS r 4. CONTRACTOR SHALL STAGGER PROPOSED STREET TREES WITHIN THE tn Ln I U (n 2. STREET TREES SHALL BE PLACED A MINIMUM OF 30' FROM THE END OF THE U) > z 0 co 0 j 5 P� 2 OP 2UP 3. STREET TREES SHALL BE INSTALLED ALONG VDOT MAINTAINED ROADS AT A LU Z) z HM CA 7 V! — — — — — — — — ca U z Y y + + "Ma LANTING STRIP TO MAXIMIZE SEPARATION FROM THE STORM SEWER, AS 4 > SHOWN. uj _j . . . .... . . . U) rV 14- CIL 2: U) KEPT CLEAR OF VISUAL OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO LU 3. 4 5. SIGHT DISTANCE EASEMENTS ARE DEDICATED TO PUBLIC USE AND SHALL BE LLI < LL, R/W - --------- ..... ----- - — — - - --- ---- ------ ---- ------- e�rr— BELVEDERE BO I.L ­ R ED I L [3 LU UJ > FENCES, STRUCTURES, AND LANDSCAPING. STREET TREES TO BE PRUNED UP Uj I A L TO VAT MATURITY TO PRESERVE SIGHT LINES AT INTERSECTIONS. ce Lu > f�e ce 0 > uj 0 4..: I.A; > Uj -01. —7 2 FP Ce U HN( ­_7 I - ;,I ILA lu LIMITS OF PHASE IIB j5� . .......... 6 apl� LOT L UT, 01 2.3.0 - - - - - --- ----- -- - ------ - ------- LOT ,L -0 LO co 2�r -LOT, OT, 5 LOT.20'9' M I ...... — ------- — -------- - 5 FP� AR LA'I, T N oo .2 LU :3 rq N M " co MR b VT Ar 00 2 P­ ------------ 0 ',5 HM 0 U 7­ .......... 0 I! 4e, 41 R if 12, 1 7 "i T) -fn > T I bT A6 < LOT i�5g j�i� I - I I '__­--7l L01 T_ J i I ]I i, LOT:t58 1� wi; �j �Tl LOT 257 LOT ,tej.8 �V LOT _­6 OT;149� T H 0 M A S1 S T E E L E .4* N" 'N' Lo "N NI5, N�, N N� N N, .7_7 C U LOT H"I,E )111s1t_`I,`.I0N 2 "IlANOVEPAL' 2,,1 346�' 51 70 92 7-b" CA tl F7 t A 5HM (2) i SE 77 jpS U X I THIS SHEET OR EQUIVALENT 7T.' (EXISTING PRII ATE ALLEY - 20 LOT,it6 PH'ILI'PS. ALLEY V i JN! LOT -176 e, L9 T w LQ 8 10 T 8 LID' I" �L I 0,T 4 1 k A i _41 i > V �k C") 'I tj L CIT LOT —V LOT j,,62. CY) %0 0 t 0- _j 8 AR V_ A C)4� LOT:z66 LUT "Y CL 174 LOT 61, L — — — — — — — — — — - .4 L 0-7 2'­ "r."J 'LOT t o -A 1� Am 6N, 73 V) I L 01' 1� 10 k G FFEN GROVE RI fW) (EXIISTING PUBLIC ROAD - R N A� .7- "S _0 Uj Y) 'X/i / Z L01's6E, 7z"', k 0 N 01 �VfI LOT 172 'AA0 LOT 24� �7 \It LO I LO" 0 THOMAS STEELE DIVISION GRADER MANUFACTURING, INC., FORMERL TRILARY, INC. (D - z 0 080 UNIEK DRIVE 2QP WAUNAKEE Vq[ 511-597 P(BOD) 44&-7931, P�605) 842-JO&O, F(603) 849-10al LOT 17Q 2 QP V4AWMAORAX.COM, E-MAfl_� $.'kLES@MADRAX.COM % OT2 < U Ad ­7� 0 Z t 01'.j,69 N T - - , , _�.. 1_. ... .. J'L T, x �N 0 N, V­ .7­ ��7 L ­z� 7 F _03 Uj IIRIVE h Iff AIRROW C ZOAV 59'R[W) Ul . . . ...... QP1 I . I L � '' l �r(FXISTJNG PUBLIC F 7 UJI 7- LU LOT iq�' LU 7"' T'i9o, .­3 A -T_ k LJ Uj 2 AR z V) z A _j _j __4­_� - ------- --- ;-'I---- 0 Lk") 295 �: 1,� ::_ , �, � .'', I � I � I I . _ - - I I .., I'll � 1-. 1. r . 11 1.., . . . � 1 -1, . I I , - , ­.­.'' I . I�­ . r �. rl. . . , 11. Ll�'...,­.., I I.. "... - - I - . I,- . . I I 1 0 LOT 194 XISTIP G LU SWM FA JLITY C 0 —7, CL Uj 7-7 //X /0/ 7 Street Name Proposed Phase 11 B Street Frontag Total Street Trees Required Total Street Trees Proposed x x Belvedere Boulevard 1, 143' 23 24 I 44 0 Xx, z,� x I lky� xr"'�;�/ 7, S _49 X/ Z Aw''I ALL FASTENERS ARE STAINLESS STEEL PRODUCT: GRB-RD GRAPHIC SCALE DESCRIPTION: GRAMERCY BENCH, STEEL RODS DATE: 8-27-12 A ENG: 3MC A 30 so 100 50 CONFIDENTIAL DRINNING AND INFORMATION 15 NOT TO 13� COPIED OR DII5CLOSED SITE FURNI,5HN6 IS POINDER COATI:D WITH TG!Q POLYESTER. 0 TO OTHERS WITHOUT THE CONSENT OF GRASER MANUFACTURING, INC., FORMERLY TRILARY, INC. STEEL SURFACE PREP INCLUDES MECHANICAL AND CHEMICAL SPECIFICATONSARF SUEJECTTO CHANGEWITHOUT NOTICE. ETCHING FOLLOWED INITH A COATING TO IMPROVE ADHES;ON A ND CORROSION RESISTANCE. @2012 GRABERMANUFACTURING, INC., FORMERLY TRILARY. INC. ALL PROPRIETARY RIGHTS RESERVED. v IN FEET 1 inch 50 ft. 77 '5A Barnett Street 371 8 8 Shelton Street 395' 8 8 Fowler Stret 1, 660' 34 34 Farrow Drive 513' 11 11 Total 3,735' 84 85 PLANT SCHEDULE TOIALSITE SYM BOTANICAL COMMON NAME SIZE �CANOPY (sD QUANTITY COVERAGE (sfi 200 STREET TREES AR ACER RUBRUM RED MAPLE 2 1/2" cal. 452 34 15,368 FIP FRAXINUS PENNSYLVANICA GREEN ASH 2 1/2" cal. 672 8 5,376 QP QUERCUS PHELLOS WILLOW OAK 2 1/2" cal. 419 35 14,665 UP ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 2 112" cal. 423 8 3,384 Q) LU LU 0 U.1 0 JOB NO. 152121 CID U) SCALE 1 =50 SHEIET NO. 16 ,� u 4" DIAMETEI AND VALVE WATER GOOD FOUNDATION MATERIAL ROCKY FOUNDATIONS MATERIAL � INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL -- INITIAL BACKFILL 4,) MI I T'MlN MIN. #68 STONE ILAR FILL AS COVED BY ACSA STABLE' SOIL OR ROOK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NQ ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3•THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL DE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION BEDDING V A F?I1-C ItL.JI I. nil vl_L ON-LINE (TYPE "B" NTS FIG. W-2 TD-2 PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE o ar BRASS NIPPLE AND GAP \ j LUBRICATE ALL THREADS THRUST BLOCK—-, , METER BOX (SEE FIG. Vd-7) VALVE OX \ NO. 57 STONE M.J. FITTING- ` ~ ''-2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. 4V-S FOR ALL BENDS SECTION 1-1 S' 2 L 2 r ` `` -- -- 45° max PLUG I I f I 2 � J x 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCH€3R IF REQUIRED: M `4G AS �. TIRED f 14 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VCL. TEE AND PLUGS VOL. SZE OF {FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4:: & 45 2.00 2.25 2.60 0.15 2,00 2.25 2:50 0.15 22 1 /2 1.50i 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 PO 3.65 3.1G 3.21 0.48 8 45 2.66 2.0 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.15 2.91 2.66 0.32 11 1 /4 1,66 2.16 2.67 0,13 ja 4.83 183 3.42 0.83 10" $r 12" 45 3.33 3.58 2.95 0.43 3 8,3 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1,33 2.33 2,34 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S,I, CONCRETE, 3. ND CONCRETE .SHALL BE POURED ON ANYPART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & 51ZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS TYPE "K" SOFT COPPER CORPORATION STOP NTS FIC. W-3 iD-3 NISHED GRADE BRONZE GATE VALVE USHED STONE im NOTES: 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 WATERLINES 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 FIG, W-9 TD-20 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD, 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 18'-22" 7 CU. FT. VALVE BOX p5a STONE G" GATE 42"MIfJ VALVE d` TE X G" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS 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. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 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 DITCH. 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 FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 FRAME & COVER (SEE FIG. S-1-D,E) e ` STREET SURFACE OR NON -PAVED AREA SLOPED AREA-,*, 1'-0" MAX 2'-0" RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "C" RING SEALS d 18" MAX MINIMUM ELEVATION e DIFFERENCE ACROSS M.H. 5" 4'-O" 5 FROM INLET TO OUTLET SHALL BE 0.20 FEET, CONCRETE 4 VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING - =�--- 4 SEWER. a ° a.. . Ila 12 A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE Wr NO. fib STONE 1, BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED iHY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL hv1ANHOLE SECTION t •t "=1 Y r �.. S y t" r.. • t as a ! a. COST OF F'OR CRXX cowr L TO BE wo fx DETAIL B I"CE PVI M PAR = YARD COMMTE, 9e. lfJWW;" M BE 9EV"D IN N.L AM& EXCEPT WHIM A 00wLpT WITM MttpE t w w±NOw&Ls 0c": 10. BEVEL Mox Ig REWAM 04 THE W+ttwxL At TIC "." OF THE C M.VENT SWHM TW nOW WM VC CULVERT}. 14MWA-L AT-Tw CUTLET END OF TFE:CULVERT MAY BE EIWW-R SWW EtmX OR BEVEL Ma. ' ra ITSaw FMIUsaWm T PLAN O� 3 DEFT CRUZ D-CMi�LA.aMI ! ST4i. EW-2 S £L4PT� �1 _ d p£ ST'LI EW " SM V-7AL A 12 e i 4 SECTION A -A I I It W WT SEE DUAL 13 EM ELEVATION SIDE ELEVATION s c FTCAf EitE ION STANDARD ENDWALL FOR PIPE CULVERTS RE I%CiAD STArJDat 1dm, 42" - 96" CIRCULAR AND 6011 x 38" - 106" x 68 " ELLIPTICAL PIPES VRGMMl4 DEPART" OF TRfi6PMATX*, REIIAilO►1 pxTt Sf�T ,�5� 3 SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE - M.J. GATE VALVE WATER r1 kI h l I Ii H N LINE I I 2500 P.S.I. CONCRETE �' �`` 2'x 2' BEARING AREA. THRUST BLOCK � a. 4 4 d A <7 Q 5y NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE N TS FIG. W-5 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE e. - +1 EXISTING SANITARY C?N CONCRETE BLOCKS a SEWER PIPE DOGHOUSE OPENING SHALL ° ..,x MIN. 12" CLEARANCE BE PREFORMED BY ° ' BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER • a .d.a PLUS 5". - 12" THICK VDOT { Q No. 68 STONE BEDDING 8"x8"06" AND 4"x8'xl6" SOLID CONCRETE BLOCKS CENTER W?`RISER ' DOGHOUSE MANHOLE BASE WALL (4 EACH) FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN ON FIGURE S-1-A - AROUND EXISTING PIPE 3,000 PSI CONCRETE OR NON SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN, CAST -IN PLACE "1 3,000 PSI CONCRETE BASE FOUNDATION SECTIION VIES! NOTES: 1, CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE, 3. OUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULL`( TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL_ MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WT.S FIG: S-1-Al TD - 26 1/8 BEND F NOT NO DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. niM RRESSIDN x 3? 4" MALE PIPE COUPLING PPROVED EQUAL FUR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES OR DUAL RESIDENTIAL AND IRRIGATION SERYIQES. 2 ' FL -IMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER 15 NOT PROVIDED. CAST IRON LID TRADE -TER Ix 'OPPERSETTER =TER AS NLULSSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & I" METERS) NTS FIG. W-6A W J Z I ell 4 12" -� J a a TD-10 3DOG PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN FLEXIBLE CONNECTION -1 NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL W BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED 2," BRANCH V 1 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 ACSA GENERAL WATER & SEWER CONDITIONS �. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. �. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001}. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY,4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). )RCOLLINS2H SCOTT Lio. No. 035791 � iJJ NOTE: RESTRAINED JOINT FITTINGS t;Q•aT - - N07F1 WHEN A PEDESTRIAN ACCESS ROUTE - - - - - CROSSES 4 C'OUERCIA4. ENTRANCE- - - THE CROSS SLOPE SMALL BE V. FOR. - A WIDTH OF, B ,FEET, I- _ A, } STREET INE R4PXCN SAME SJRF ACdNw tRAq�AS T{5 BE AS- (f - A.S NAIMMLINE MT6AfYWAY (SEE NOTE3M N RNOTES G � - - E.F:'CiWN PLANS): sn .� _- - tRAL)lUS TM)£ A5 - SHOWN ON PLAN51 r- STANDARD C.r 3 L WHEN U7j T E COTE FACE OR CG-7. THE CURB Flat€ dN FH1S STMNDPRT3 is TO 0 THIS BE. ADJUSTED TOMATCHTHE MOUNTABLE CURB' CG-2 M3R. GC, `� : - COWIGURAFIChL t ENT it 2, SEE STANDARD CC-12 FOR CURB RAMP tDEGCN TO. BE .�,_. -.W: r,• _ f SIDEWALK - SIDEWALK - - { USED W€TH THIS STANDARD... NOTE ' S1 UNPAVED SPACE I OPTIONAL - ' +® - - FLOW LINE:`� D, MAINLINE PAVEMENT SH4.l..L. t Gt3NST!iLlc",TELS Tt}' THE - t+i .. �•� Rt'W. LINE (EXCEPT ANY 5:UBGBAOEZ STA,mulATMCN REQUIRE[) FOR NAA^F tW PAVEMENT 'WHOM CAN HE EaiPAM#SIGN - - - - ONITTEO tk THE: ENTRANCE.)EXPANSION _ JOINT NNT a. RADIAL OuRB OR COMBINATION CURB AND 'GUTTER - SMALL NOT BE CCN#STRCMCTGD UkYCANO THE RAW LINE' MOTE=WH)TA "B" 2'•'D" OR AS - rcri MANURE ROADWA'r - - EXCEPT FOR REPLACEMENT PURPOSES- - - SHOWN ON TYPICAL sECT"ON- A PLAN VIEW ENTRANCE NOTES 5, WHEN THE ENTRANCE RADII CgINOT AC�COMMMOCATE THE - - TURIANG REOUREMEN:TS or ANTICIPATED HEAVY TRUCK MNSILINE RVAIDWAY SLOPE' TRAFFIC, THE DEPTH FOR SMM)EWALK & CURB RMAPS I' Y °PAR DLC CURVE #Ertl R,tF10E DINE-1 id AB T Tlim t LIMITS OF zw T w E W HE L " E Rip S OMJLp E3_ INCREASED TO 7,.: MSEE cG-Rsa F PAVEMENT R €BCE O0 OPPORAL FLOW ' LINE �.. "�. : " B M p 'CRAPS€ CHANGE �T _..- --- ,� ' - 6 S. PLANS ARE TC1 74iiCAFE FP N CCIPNSTRdiCTN]N Ci" A FLOW w � _ -. i5€E !: IS RECOPIED TO P'ROh"IOH: 5#TBkf£- L)RAANACf. ACROSS RANG A ROADWAY M QAt} Ni.11„ E m _ _ 7) __NOTE THE ENT OX VAX, ' -- � �--. •". D7, THE PESRAOLE. AND MAXMV4 ENTRANCE GRACE CHANCES', - - _ GRADE C2'MANGE-- - - a- ARE LISTED IN THE ALLOWABLE ENTRANCE CRAM "TABLti THESE VALUES ARE NOT APPLICABLE TO STREET ' - - CONtvTi^CT1ON5, - - - 20 MINI um FOR - - - CG}kHMAERCiAL ENMTRANNCE INTERSECTION NOTES s S. N C -1i 5 SILO FOR STREET G HA#ECTKINS THE: C U O TN CONSTRUCT CRAVE CHANCES WITH A-E'A'RA9OLIC CURVE. CONNECTION MtPST BE DESIGNED 1H ACCORDANCE WITH - - CON -AASHTO POLICYAND.THE APPLICAEV REQUIREMENTS - SECTION A A OF THE V001, RUAF DESIGN hMANUN- INCLUDING STUFFING 'EIGHT DISTANCE LAND. K VALUE REQUIREMENTS- - 9. OPTIONAL M LD^HILINE MAY IiEQOk#E WARP#KC OF A 4" PORTION Of GUTTER TO PItDVEiE POSITIVE DRAINAGE - IE ACROSS TW INTER'SECTION- ' .. _ C ALLOWABLE ENTRANCE GRADE CHANGES I p 9 n y CLASS Al So.. MH.L.s.a CONCRETE--`.-. SECTION C-C ENTRANCE VOLUME - 40RE- EHAN 1500 VPC G.4A9E C MAarGE' 011 D€;W'iLE C:X MAXIMUM -3% MED}UM 5OC-1500 VF'O 3'X BX LOW -. i.ESS THAN 50D VFD SAX NOTE, -ALLOWABLE ENTRANCE GRADE TABLE IS NOT ' AMP'PLICABLE. TO STREET CONNECTIONSMT - pmNCE METHOD O TREATMENT )V� RDAD AND BRIDGE S7ANDAROS pax (CONNECTION FOR STREET INTERSECTION'S AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF "I rRGINIA DEPARTMEMT OF TRANSPORTATION ' QT.d1"S 2Oa".t14 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NUT BE LDCATED WITHIN THE RIGHT OF WAY. -{ nn VARIES 1 1U't--ir IQf C✓� 10 y ❑, WATER SEWER ?U E L❑CATI❑N OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CR❑SSING A WATER OR SEWER EASEMENT SH❑ULD BE AT 90° TO THE RIGHT DF WAY, UTILITY LOCATIONS � EASEMENT WIDTHS NTS FIG: W-1 NYLOPLA T 18" DRAIN BASIN: 2818A �- (1.2) INT RATEp1 TILEARON FRAME A GRATE TO MAATCH'BAw°IM SSSA - --- NiNMACMM F!'E 6UF6AL t r M 14THICKNM ISUIDELINE DEPTH PIER PIPE- i3) YAETIABLF INVrRT HOITa}M M hWFACTLIRER " AYAILA'SLI_ ( NC TO RECOMAENDAi7{IN PLAIJrRA9ECJFPj (MRN.MAMUF,AGRM2INO MNk T7tAFilCLt3 OtMOiRES41dSM11MM�i$ICAMEFGi EpE{7,$AMAEAwNIM,$}h#P} YAHIAtitE4-SIN C MUNEPUftOOMONLY,AMAL rREM Ar0MJ$rM r' AL Xk OO 0 I SIOHEd} TAKING IMTO DUNSOQiATT[k1Gc1CA SOIL CONDITIONS, ^ 1 flAt S TRWIC WAOtta I CTMER APPLICABLE DESIGN fAC . ;S SEE QRAWI'NG NC. 7001-110.111.FOR NOW TRAFFfU IWALLATION. F , T&OUTLEi1VA TERiAYAILAIB i _T .. (O` MIN, BASED ON (4) VARiOAUSTTrMOFW 4'.18'FOR.CQRRUGhTER TDPE(AQSN971H4tikX7Ftf7UALWAiL r _- 4'MIN CeUFACi'M3€P'MGEREO.I AD.51Nd+NCORSIH#'CEY#AtLL1.ti^12HP,€'a'dCSEWER(EX:~:,3"R,3SI. `•` tl _. _,.....t-. A- THE: SACWLL %LkTERMAL SHA LL @E C EEQ sTLMIfi CAR: QiHW WATERTIGHT JOINT ?p � y4 a ^ " r F1ULAR MAT€KMAL MEETING THE fREQU [REMENIT5 OF CLASS I OR �CORRUISATEM3 HOPE SHIDWN ^ _ G1 IP pCA71 f6iAL A$ tIEE 1ME0 [M RSihM i *. T d EVsCd l l FOR SURFACE TIRAEMAGE INLETS SHALL 3E kACED & CItMr1PACTED' UNIFORMLY 1N ACCORDANCI OATH A3iIM DE'3@. 'T-'<;FiAYfli�GL�CUVE[[91ili.LHE gUG1iE ICk't PE7iA$1RIPSSUA.aV&P&M«`}C5. - 2. FKANE:S'St'ILLBEDUGTILE-IFOA F�RASIR ADM t9Rrt+-E IItliXHGL'i. G_Lt# Mak'WTO EEC TOM MANUFAMUREDACR"ORDM6TO PLAN M-TMA. FU;EFL4ARE HEELED TOR &.A9INEiPAEIM 66"L�+3E TO 6HlPF34dSRFSTR�TOLNS.. - SEE IN%hVMG NO:7iCfi"514fl8S. - - - 4RAIMR CXRvtML�fiK1N C?UxIi' TIC!'??Nf� $tiAP,l CSNMFORMTi} RETTNHIM�RG4RF>))GATE[tN9FE4ATX3lF?�A4tNC�ipUALWAMd.},' R-12 afp,AAi��E'TI� - 'S CEN1IE;�M444)t?iF.TI CiPM AT#V Alt4AeE Q"T4 �". TR?TERMNdE tiIM! MOLL BETWEEN ADAPfEn SEECAd3'iI9CrW, MM(IFIIAI2 �GRATEGPTIONS LOAD RATING R:RT# URA'IA#NGAI HT UjT ; MOM Fv N-..MATbAPIV, , ' - z#Si VERGMA:AYE - iMLT4KMI DMA, Am pmt"G�,p lA2=7MM7 R W1TE 4FNYpt _ _ Nji, a as EhY. 88&3ilY 3M ttEY18O}BT. C9A :PfMQAEGT HLLNMAi�. IDLE 'yi""� I£PA DATE ' +AWs2T-id SNifUTAIMBAiMMQUCd(> GIMSMALLATIMIaEi:Au a , : fir, 9�-' A '. I:M . M` t OF 1 M741 to Ta1f410411K m 01 imummummum Amu tRiiiiiffiaYfi iiff if iffffiYff� f ------, = lrrrFrr r�rrr�lrrrr"_ .... •......... __--..-.. �...t...... R.- - r...jMrMrarNiM Iisr�1 ell Kr 7` n t R `1I .f4 it MI 1 .�� ■r1u ' t• v Pt 'a tat a - t'N�s:t�. tZolli � s■ t�il�l#�i��►A �"{" II r � r M t A111111141 LN Se 'eta. RYR a FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID tL 1 LYILLJ� NOTES: (1) A 1-3./4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, SLOPEDAREA 2'_0" RUBBER COATED STEEL STEPS 1'-0" MAX o CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS NTH "0" RING SEALS d OR APPRQVED EQUAL �'-a" MIN THE DROP CONNECTION SHALL BE w DUCTILE IRON PiPE (CLASS 50) © 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE, 5" ­11- MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE A OUTLET SHALL BE 0.20 FEET } e R A FILLETED INVERT FOR A SMOOTH d TRANSITION OF FLOW BETWEEN s- INLET & OULET PIPE SHALL BE PROVIDED - A. 12" P , > 41 t D 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DE51GN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-1-C TYPICAL METER FOXES (5/8--1 " METERS) NTS FIG. VV-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SEF?VICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEINER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A Pv11NIMUM COVER OF 3 FEET. MAIN LINE NOTES T. DEP` M OF PUT CH!# TO BC SHOWN ON PLA N& 7, # 4 X 8" SMOOTH DOWELS AT APPROMI AIIELY 116. THMS AREA INLAY IK EAR THCN,. Mi MMFMGii CAS 10 BE PLAM IN ALL AREAS ADMHILEIRT CA$UT AMM )TER, JOINTS it L 1?PPLY CF7MY TG5 2- TH "Ei" MtbTPAI F#DNM fHE T M P'I CONCRETE TO T-C 4 - - IGI" AM SPECWILL ON 7►ED FROM THEE #�OF 1W iulT'iLEME1Yi, nTF£ ! GOhYCfL'TE SM#Ci91Fi .ARE FOR MSEPTM# �MEASO F4£ FOP. OF STI'EICTURE. P1AN Tf 04M� ARE APPM"NATE OWY B. y� �'NME�p Tit I T O DCk14NI WITH tl Yrt P WOE 8`-1" - R�iF.M�I'i TCT Tip FOR ESTIYATIN6 PIIWTTSES .YO Tl# ACTUAL SMMALL BE DETTR4MME7O BY THE 'Y,d"'Xi2'" PLASTIC HAITOWARE CLOTH Y § - M 1HIESt4 'T t TES. i'�NI.FN OF- CNFFH'7►CTEPTTT$ AMaM? UST i1OTRAR E O.32 COH#iRR4CTCR FROM FTECI7 CINAITKIIVS. 0'.£LY' CEM� YARDS OF CONMTE.FOR EACH FOOT' CLOTH A I16WM- ?D EMLY TO THE OUTSIDE OF DEPTH, 4 y T 3. Tfi 9E Mi AC 'MTFbM S� D€ THE �FAUCTtItiE. 17. 3,EA4M OF i4FftM°i IRON AS SHOWN ONY*,,ta- T 1 �-'L. THE CiM5'T OF PTMtFN9FMN6 AND PL+MINCI ALL 9), 'Ail REMFONTi`,MNIi 5'GE7:'L SHALL NAVE,.. LL•B. . 4F - MS TO BE L #T6' AT 4.13 E8:9,1F , MATERIALS #KXXWJL TO THE SHIMSI#G )S TO BE INCLUDED IN THE BD PRIDE FOR THE STRUMM6 COYE.R OF r, 18, MF OE ies LE C H QF ONE Ill B,AR. IN THE EME7'iT THE WVERIT OF THE QUTFALL TD. ALL REI FORCM&KM STEEL TO BE CW, CLENM OF ALL OPENS By 2`. iR, ALL RftfW=g SAM TO BEFS. 4. PIPE 15 HOW THAFi THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE It CA9TiM PLACE C SET€ 1S TO CLASS A3 2MT. iMFET# MNLEi 8 fISED IN .4'dM"' IEDIAtLSACK OF -CQMFO�RIRI TO' CEMENT MDRTAR T SHALL BEHIAPED TRMFM 4 PREVENT 5TAtiMPW OR POND OF WATER t3OQD PTECASP COHOST€ PSD. 6 TO BE - N• IS T BE F Mf.ET O SHIM'EtT ?$ PRQPOSCD' OLFEL - THE STPpxTURE. THE - CMT OF � U T SLOT di WILL, n B1 EV T4 CASE. TE TINN FRS FOR: THIS STOTk TU SHIM M 0, F INLET 15 CONSTRUCTED IN MEDIAN CM OR 6. STEPS Aw T4 6E FMVLNW WHEN H Is #"-4'" 111TH INTEURAL CUR&.OUTTER IS TO 6E AMA' CHEATER., FOR DETAILSWE STMOAYCH 57-L OMITTED fSEE DETAMJ. B, TN#S ITEM MAY BE PRECAST OR CAST -IN -PLACE. i4. �SI MA Xtt�WliHi E DETA[S SS:How ON STANDARD CRAW14 E4-III. CG-s2 GENERAL NOTES: 1. THE DETECTABLE WANINICSHALL BE PROVIDED BY TR'UINCA+TED CNES. 2. DETECTABLE WARNING SHALL BE FROM THE :MATERIALS APPROVED LIST FOR DETECTABLE WAPAMRMG 8ASACES. PRODUCTS NOT LGIM SHALL MEET THE REQUIREMENTS - OF THE SPECIAL, PROVISION FOR CG-k2 DETECTABLE SPECIAL O SURFACE E UPOSHALL UF N P'CR APPROVAL.RTTEO TO THE 5TANOARVS ANT+ J. SLOPING WE5 OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP' rLOOR OR BY US*46tl PERMISSIBLE' Ce'kSTPtAe-1iOri jOiNkT WITH AEOLM1W0 BARS- K. T�YFLOOR IS NSSRLEEVTHATA3 N LARD SME5 CACAST IHE N PLACE PLMM Gfi PRECAST' RAMP FLOOR PRECAST CONCRETE SHALL ES CLASS A-',. 5: REQUIRES BARS ARE T0 BE NO- 5 X B'° PLACED Y CENTER TO CENTER ALONG BOTH SIDES OF THE- RAMP FLOOR, ID -DEPTH Or RAMP FLCCIT iA1r�NM@:AN CONCRETE' COVER '11,dg"- b.. CURB I CURB A.MsTi GUTTER SLOPE TRANSITIONS ADJACENT 10 CURS RAMPS ARE IRf'LUOED fPAY MENT FOR CLOTS t CURB ANEI GUTTER. N 7: CURS RAMPS ME T4 BE LOCATED AS SHOWN ON THE PLANS. OR AS DIRECTED BY THE 04ONEEFL THEY ARE TO 5E PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE' WITHIN THE RIGHT OF WAY OF A. HtGHMRAY FACILITY CROSSES A CURS REGARDLESS OF WHETHER SIDEWALK IS EXISTNN'G, PROPOSED. OR NONEXISTENT. THEY MUST RE LOCATED WITHIN PEDESTRIAN CR13SSWALKS AS -IiiAEWN ON PLANS DR AS DIRECTED BY THE ENM ER, AND SHOULD NOT BE LOCATED REMAND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, LTC.,, ACC'E,SSOLE ROri3i£5: PRUVIQE A CONTMOUS UNOBSTRUCTED STWE, FIRM MD SLIP RESMIANi PATH CONNEGTNG ALL AyCC€SSIDL€' EL�4!P=N1°a OF A IFA�."L'tTY THAT CAN 3E'. APPROACHED,ENTERED AM USED 0Y PEDESTRt*S, 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURS CRE!*Ka' IS PL,A E,D WliNty THE LIMITS; OF THE CROS5WALK AND THAT THE SLOPE AT THE CONNECTION OF THE GARB OPENING IS PERPENLWCUt.AR TO THE #B: °>F:haRNt 2 ash 2 t t • t PP F^.''��+•tis1���r,`,`r..+ti ,,4r,, r rr rr ,r r h! ✓.r?r. v, nv^.yt...,Mti. �- �•w NuiM;���1,T�Y.pmiii;;ll;�B;;1 ,, 1CT. WHEN CLIRR RAiM�'S ARE USED ?N CON Q4CTIQN WITH A SHARLD USE PATH, 'k �'- AT X X , SANE AS TICMA OF CURS TLE MrNNUP# WIDTH SMALL M'E Tt£ WIDTH' OF THE SHARED USE PATH. 11, WHEN ONL`! ✓TE" CURB RAMP IS PROVIDED FAR TWO CROSSINGS tDIAC+CNAL),. TYPE C A .". C LAWANC AREA SMALL BE PROVIDED TO MAFOUV'ER A WHEELCHAIR PARALLEL $M PERPENDICULAR INTO THE CROSSWALK WITHOUT OC. INTO THE TRAVELWAY. INS 4'. 4' LANDIk'G AREA MAY NN�LUIDE, THE GUTTER PAN. TRUhCATE6. DOLAE 12. ALL GASES WHERE F;t„M RAMPS iNTER5EG7 A RADIAL SL'VTM0N of '.B"^2.4°` C,:C CURB AT ENTRAVCES� OR STREET CCN°MIECTIONS THE DETECTAIS.£ WARNING "SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD U 00 0 0 z 'MODIFEO AS RECOMMENDED BY THE MI MfACiURER TO MATCH .,� O CS O 6 t1 LY ;'} U C± 00 t) 'rM'I BACK OF CURFJ, 9 4 4 0 4 0 0. o Q 0 O 0 LAM1iSALG RAMP 6 Cr Ci 6 C3 c6 Ca it 00 Ca O C} {} T7 a f ^r flta444',l' 4c_,44 Q 4flit {i ev -v SE dSkAMj"tEkT r CT Q v v O 0 cT 0 0 4 4 0 C 0 0 T`.'_"_" DETECTABLE WARhN^NW'�.,� AT BACK OF CURB y ;. F - i TH_. F-RA4� E O SEE NOTE 12. _ BASF DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE NCAF2hiiNti� INSTALLED ON A RADIUS DETAIL DETAL ROAD AND BRRWEn STANDARDS CO-12 DETECTABLE WARNING SURFACE sPEc�FI�ATrtsN REFEM'NCH: SHECT I07 s REYISIO'}N (DATE (GENERAL. NOTES) P®s 243.DD DFr'15 R/IRtA1N1A DEPARTMENT OF TRAP RS+'{7RT'hTfiti,N' SALT TREATED FINISHED GROUND 2 x 4 MARKER SLWLR SERVICE LATERAL CONNECTION FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 2 _D" RUBBER COATED STEEL STEPS MAX o CAST IN PLACE pI� PRECAST REINFORCED CONCRETE A SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL S-0" MIN a THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) d 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5„ A MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M-H. FROM INLET TO VARIE OUTLET SHALL BE 0-20 FEET A FILLETED INVERT FOR A SMOOTH a TRANSITION OF FLOW BETWEEN L INLET & OULET PIPE SHALL BE PROVIDED. b 3%4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-I-C CITIES BMMra H - L --MS H OF IwLET' u* TO $40" ON F'l:rfi . MFINiUM DEPi&I DO T6 BE 8"-B'": MAX#RAHF ' 9. ALL CRCTMD STIEIL STALL NAPE A MOM#, Cfi3YER 2". R �'t e- DEPTH TO BE 2fl'-CT', FOR INLETS S TRW - & USE STAENDARD 01-3ok -10. 3C. 1U- - ALL REIMEM0146 STM TC' EE- d ff CLEAR OF AN,I.-� TiA.�.. Z THE "K,tl SHOW ON THE.STANDMOS. - - AND SPECIFIED ON'THE Tum WILL BE 11L CAST-M�M PEACE CONCRETE IS -TO -BE CLASS A3 - BMna H I� AL tTF flUiF I. tmOO Pw. PRECAST CONCRETE. tS T4 BE I t MS I 12" tra E T STRtICTT17�. O i 3 �4DOO PSI, g OMETM� i2 LIMTHS � PLOW#ti X116L, IN e#IRr cASE BE r� i%N#TRAGTOR FROM I= CONDITIONS. I& WHEN I LCT is USED N 4" AEOWMI BALMC ON` 'Z',. WHEiM SPECIFIED ON THE PLNG THE INVERT LR MI E1 � TU SHAPED T4} C4P4FSM4Mr1 WTTH M111E0. TR- TO K SHAPED IN - WITH STANDARD CTlRB. #, + 15-1, THE COST OF AND PLAU4 ALL MATERIALS Mif NFAL TO i!E 9MWMG IS TU BE 14, IF OPiTOMIAL CONSTRUCTION JOINIT IS USED IT 1S - - MdGLtAaE6 M@ tiE 19U PMBEFtM# THIS k3CTiJkf. - TO BE KEYED. ALL SPERMS MM BARS V TO BE SECTION A- ,4. aI A r+ lrFr e>F wtl rarAaExcte ,l a. - IN IrIE v t#< t1+ PT tag r auTP t FRPE THAN15. - FOR PLAIN -VIEW OF INLET SE'.E 57AhA}MM tM'-3d„JBn dC. imso QUANTITIES SHOWN ME FOR MINIMUMP INLETS OF E.41' H TYPE. FOR' IN ETS- OF d cTTER DEPTH (Hi OR L 'E, R SLUT fL) - SHOWN Mate NF Tt£ 8E' 6Nd MJ 6 Ii THE 91D FEN FOOT %M iE AL'CEQ, 'TW AVOW OF PRICE FCR THE STRUCTMRL CONCRETE Ad HIM 5I£EM O fIdICED av P"PEu MUST SE M TO OBTAIN TRUE OL MNTITES. - 5, STEPS MiE REd�,ARM FOR DETAILS SEE -.- - - T - ST �, -BARS'A a 4, THIS TTEIA MAT PTIEGAST OR CAST-HN--PLAtIE, FT . FOR NUMBER RMF-Q AND LERHTT 6S SHEET TD4.i0. a �. 7. * t x �' SMOOTH DOYrt15 AT A P )1MIBATELY F .. 13 OR 44I A LOCAT KM OF DNS" Subbake�gy 1T'«"` o-C TU'I'7E PLACET-. AN.M. AREAS'AD,MIr IT pig °TIXlT�2" L I EE T b4,CMM. P{a{.° $Ii MNaft MSe X 4- PIQTCN MAY M! PROhMDEIl, SEE STANDAPdI Ty 3R 4 FOR ALTERTIATE DESIGN- iD, FOR ALL 'DETALS DIMENSIONS,dND S, 3" DIAMETPTM WEEP HME TO LOCATED TO RIfFFO�MN6 STEEL ABOVE e413 LINE SEE STAM s �. - f OR VAII� STEEL - lMAMETETi O.o3• KsAiDEA # �MM'tiJROimm - - ELMYTt# AMC4#ORED FY TO THE ' OUTSIDE OF TW STRUCTURE.. - tWna11 � a bm joint I ! s. d4 1-.#5 Ser H each +tarns^ 1-#i5 Bar NI awch d#smu#e carrar SECTION THROUGH ELEVATION . i i ! ' M a •e�i 7 • 7 rs�r ���= a •e�i 7 • 7 rs�r ���= SCOTT`R. t� COLLINSZ Lio. No. 0357914h� 16 _� z,-I jr) t �4 CD S10 T w w z C� z w U) z LO J J O 0 U (t) O 1- N i� LL7 0 0 < 0En MoY. uI 0_ cll v < � CL C3 {..? E1M r U) m wED G1 0 U C) Z < u -J r- Or Lu CL L1 i H c, LLI ce Y ¢ U3 Lu � � "A. fy I 0 Q W W as W y Eta L) 0 �,„H V) 4,i,/lL�.L,/ LU � Lu li M� H"�A- 1 T;MPA% !1 w � SSEE ix MUTE T TSHAPE M1 !' TO E IE NEYELED ®,. �..- - ,....:,.: - .,,..:- :,,,,.: M4 WITH MOIFfAR _ 00 NOT IBEVIEL T S - I . .. L .. � NOTESt L °H" MAY BE LINTL "%" BEACHES A M11"S Or 4' 1MHETIE: AV L � � IS TTE HALL AT THE T END OF` T`TE C6LYTOtT tAIkERE THE FH flTHf E I THE CULVERTS, PR T LW- 01 W TOP QE�dV� DITCH SLOPE,, OR SPOULML 7',1'IEApTT}14.L AT T##E OUTLET END OF THE CWWVERT MNAY BE ETTIER SQUARE 2. THIS ITEM MAT K PRECAST OR CAST IN PLAICE. EMXME C7R TTEYEt. k3iQE. 3. ALL CAW IN MACE CONCRETE TO HE O ASS A3. FOR PACCAS'T SEE SET $ ON SHALLOW FILLS OMM ENDWALI S ME V OR LESS BELOW THE TOP CIF 114 MWALL !HALM. BE CO SIMETO PARALLEL TO THE T1 , 4. THE '$TAi DARD TO VS� WITH STROOff AV AL (01 TO' T. y A, 74" CNLAMFER MAY BE PROVICIED ON ALL EWES AT MIAM UFACTl1MER'S OPTION. 5. HEADWALL TO ISE RVET.EO IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVEIIT OR WINGWALLS OCCm. EIN'-T EW-TA I 1I i I ®�2 wimmu I�I ���i4�ii�tilIIt�HG! /m�'� �+�I= �i+IlE�11:i1Gii ` i LliTllii °� 111111 WIN,: -q.T { { P =31mm mlm��® P x3'xT4" 30'i1Q" 3!I"'a112" .'�'ki'#" #1"""a27" #5"12iF'R #Si"x32°S 53"K" A a -a'" sll�-s>" �-i�'' QR.�RR �-Ti" r•� �-p,r i�,D" B T-2" 1'"�"' p.,g,+ l:.lw, i,„�RR T�MT. O 2'-#*" g"r3"' 2"a'i" 2`�TS" $'�9" D .E f^Y" D'-b" 4°'^?"''- O`-IE' M`miiD'"" CT'-"$"' i'^�D" CP-4� 2.'-3" O'-MP" 2`^5" MT`-6` i'^B" MY-9" 2'^7O" 0'-9"'' - 4M 2`_EyR �"�' 3'_T.. �..g"R OE'-IY" A'`2" IR_a�• ,4,:7,� L 8tl,agll T'-2"" 8'.8"I IAR-i" T;3'•2'R iD°"iP' Y:L'-1" it°•11° '� iti-TI° 'RMt'�"" �tl.�f �'-2'" �"'B° ,,�-pRR #R.TIO �Ry�" 4T'-�%+" 0�3�x" O'"#"' O'^," PiR"41�i• D'-':S" RH'��t" 5 .PF'E D'-a•' MT,SO2 O.A� �.'qq-AR�.." �{Up''3#"' I,yDy'�3�'i' �e� YR9+YN N fi`M1�MtleT 1.%38 i„'DON i.611 Q'`.:�'�" Z.1CT 2„'r12 2_8O'1 FRAME & COVER (SEE FIG. S-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AF RUBBER COATED STEEL STEPS CAST IN PLACE 3'-(}" MIN PRECAST REINFORCED jf CONCRETE SECTIONS 12" MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION 4 DIFFERENCE ACROSS M.H. 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3 f4 DIAMETER 01 CONTRIBUTING T - - SEWER. d. t d a A y 12 A FILLETED INVERT FOR A SMOOTH TRANSITION CF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W% NO. 68 STONE 1- BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANINOLE SECTION SNOWNC BRANCH TIE-IN N.T.S FiG. 5-1-A 0 LLI tD F`+ N 00 U 0 CS ill 7 Mu u U Z py� i.' at CY5 = m N .s �Vn{�..� L'i 1� 0 0 Q L � 0_ W 0) Xi a tU -F '• Lu 0 C smam 0 Lu o `� �--- uj 97 < z -0 eH. U II 0L 0 IF Aft 0 0 D UJca z LIJ W z w UJ 0 uj 4 LU } '2 C) 0 U 0 s L 0 Q Lu LLu ul -0 JOB NO. -0 152121 o SCALE N/A N C TD-28 N.T.S. FIG. S-2 TD-28 TD25 a v 0 3 c a� U O d v i 47 A ++ C! C T 0 _0 0 w C 0 Q. N N S