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HomeMy WebLinkAbout10-09 Interchange Eastgate Dist Industrial Warehousing - Shawnee - Backfile (2)017 IFI I I J „ I ir 1 tj I: lrl()l F) 1=* I ` t .� NDUST'r7\' �rk AL, WAREHOU"� NG DEVELOPMENT DEVELOPED ON p 17.53+ 0 , f1' C" ill� 9 9 V D R C < C 0 Y V RGI A AW STR CT 0 0 M- LEGEND CENTER LINE InterChange Group, Inc. proposing to develop the 17.57ac. on T Mo7 6 A 53H ZON N G 9 0 ® AC UNIT the undeveloped West corner of Tasker Road, and Rainville Road in the Eastgate Industrial Park. The site use will comply with the E/T ELECTRIC/TELEPHONE uses permitted with the Eastgate Industrial Park — Master Plan. cQ3UTILITY POLE PROPOSED LIGHT POLES The PIN# for the site is 76—A-53H. The total site is 17.57ac, .. , - _ .. and 15.3f will be developed. There is a 75 building setback on ALTH WATER LINES Rainville and Tasker Rd. and a rear and side setback of 25 , the �A �` L_ _ W I 'i ,` .�� t�. 1. „ '. SANITARY LINES a a .. .., __ r .r buildings will be setback 138 from Tasker, 126 from Rainville at O� + � /� _r ,r '� f • : ,. } Sit • � 'L� f^� %jxy.: ""k Y `� q t. t. �.'�a .. t 'T�o� .._t 1•. -ryt f..'.z�`� ���i�.:- y a a ii least 270 from the back side setback and 97 from the back Raa;e �,, � � -� ,: .� "r� qS ,fit: —4-- SANITARY SEWER CLEANOUT a / ' d 3 _w Y NATFIt1N W. setback. The site is to be heavily landscaped 656sf of IV TEM BEF0RE Y0U DIG CALL---�D}-- STORM sYs BLACKWE L " ." .,• . c` , .:.x. > .: ,. r,. „ °:.. .a„ ,'° landscaping is required and at least 660sf will be landscaped. , .. .. . ' h!� .,w, � � '' � t� > _ � GAS LINES �/ The maximum buildingheight is 30 —2 f, building height not toxy r, v g x. • ,: `. =H ��` MISS T 9 9 9 X. t EXISTING PROPERTY LINE Lia No.04 075 exceed the count requirements OF 60 MAX. There are 4 possible � .r:, � , -.-- = . �- �• ....,} � •••_: ..>•. �::- - �.� � �- ,_,-,rr°>, `�, ---�-- �-, _ -�� ch. `t, �' w• sign locations 2 at the entrance off of Rainville Rd. 1 at the SETBACK LINE 9 �) a �) _ �t.�--p ;r ! � ��_ � �, �� � �p ,ti , , �� •.rr} SITE - � � �-.,..,E ' : _ intersection of Tasker, and Rainville Rd. and 1 facing Tasker SS � ✓ � ,�, , ,, � _..• ;. .. ,,�-.�-�..: ...:,..� �,. � � �, ,>�ar:;, -_.<, _-_, � „� , -� •d�• - r - EASEMENT LINE a f � ). g IO ��1��'�"�..°- Road in the northern corner of the site. Each sign area will .:, i ► 3 __��.- ,, .r, ,•, /, a '�' 9 . �• , �,. .. �` , - r� PROPOSED ROAD EOP locations .�, _ �, , , ,�, ,, ? f'. �.�. , ;' ..,• � �,.. comply with Frederick Count code. Of the Three sin .,r �" ;,��.: ,. •. � �, ,:' � �- �:_. •� ,I` ,,��, � �, :._.,r,•- ,:--, '^, �, �...�� P Y Y 9 r,; —.1 s;;,- ;: t t, -n ,:,� �'� I �, .. , �_ ,; �.� ,. °e F ._.. , — EXISTING ROAD onlyone will be allowed b the county. The FAR for the site is ,� i •: �, t - ', .., � «,,� r ;; � k r� { -� a 32.0%. ,. _. .r a, � > • s � t r ,-1�-,...� i � � t� -¢,f . "-= •- , _: � ,r _ ma`s„ �� _-�.. t,, ti _,_._ __. ,r, �-..� � `���.,.:. ._�.: _ '' a ; . �'� ,° � �- � '.. EXISTING PARKING _. -:.; r1 : _ ' _ , f ERICK COUNTY ,/.`�,.•...J 'i..:� -a^•..�, r.»t .: �4! � �.'I.,1 a sti _ ;a ' S a - I''R CURBING: CG-2 OR CG-6 I"lt. 4 � . ,. j�; ,: t" ZONING ADMINISTRATOR: /T, ❑D DUMPSTER t. _,. �, .» . r " . A `.. -*�_, ' . ../ ) i f 4':� 'Y " '� „ �3`C'i . it �' `•�::. HANDICAP PARKING NAME. CG-12 ASPHALT RAMP r xy�e /�KWELL r ,.. '»`�f .t ;,r'::-.,C �";» Y * � o ;.._. '. •;r. -.� r � .,-.,�,�'. A� Y f„� :. �N. �.. -.., .b�' -'• ;\, °,.�.... 4 ,,W Y ` m.? , t, :•:s » , 's�•y ry J .1 �..�..,.... .. " 4.... ,�1 �. t�(f. ='1 ^F°' 4. �-^�, i Y: --mow m•r .1., .,, . t- *,r� r SIGNATURE -d LA U/ ;_. �t .• n „ ✓.» .,'y r ... _ ,. .� ..� :. ,, "- '� :..�:.. �r`�----------------- FIRE HYDRANT �� ' ` +.• .S`.',.. - { __::.. 4,u-,t-., ` ,* J.'- / r} '� ii r .E._,.z s-'ls `r """, iP'' -l�;.-'.€,�. .�._-. .... L ,.,'c,. ... :�,.�,� -t ,r � ,r ,... ",:"".ti"�: �*.�fY�a� .yir.- �• rF, _ ;' `'w.`� } � c''= 'r. '_ E g�aa v < ® WATER METER ..: -- ._,� `-•^�-..1 '. s f , f�...,a. - [,` « ° l"' .rf .. -i., ar+rc DATE._ �•..�,-`�, t;P ,` ,, � _;, _o _ �;, � .,N ;�,.�, , _ ;s "� , 'tie �,. -------------------- —Q-- PROPOSED FENCE €- __ _..., , - ... , s `*. .,e, .. :.._ ,.., >: d a,. .✓ (" 'tit: "a+,. °t a{` _ - ,' ..,..,. s ,,. '0�' •. ,:. �. ,, ,..: `R.:� .�. � _ . f `r � o .-� ,.. "r . � '�, � EXISTING FENCE LINE x, J . ., ,a.,.;. � A, 1 . x w w. li ., >rr � � � �. �.w ��.:, � ��.�., . � ,. �� , ,,. :�. ... ,� � �'=� VALID FOR FIVE 5 YEARS �. � try PAVEMENT AREA SITE PLAN HEAVY FROM APPROVAL DATE. . . ,.: , ,, ,, ) .._ tf��,�(�)t 1 �_ , Y J ,�. 7�.,,� „,„„ .•._... e..� t �_, - ,� �,�a ., 4._. �r.� ,�.•���`� �-' ,r., ::..:,....:�.';. PROPOSED SIDEWALKS N I N E E R I N r 4 `< - c � . ">. `—:. : • "�j x. �� � ..^,.-c_.�, ,t ^,t� 'r ,u: - r .' : i ,�—^ �,�,L r � .� eS ''. ` r f - �'i I .. ,.«'. /: t' . ,-..•�*.+.,s'Y.. `*, .. Q r;• v ♦ �. _.. <.... jj ,+<. ... -`''. • ,rk .- F' r• !. �. ��. t "1• ". E �. : � 4 'try VDOT PAVEMENT AREA n e - s» �.' --, ^ 's•.., ti �.r•,- 1., ,r „- ;�'� GRASS AREA 566 EAST MARKET STREET _ � ..� ;;� , a„ u. r �,-✓ 1, 'l, ' + '". .r", V •` :... • ,r-o ,, _ d _ V r a t t s,; ,.: , .. ,:-. , .. ,:. .a ', � � / „4..,,�,,..� y . - � _...._ . _ .-.,. �: _.-,,.,, , . « .<��::._ .�, „ � r <�, ,•a - ::, r,< ,�: ;., �... ,} � �1 tw —42 - EXISTING CONTOURS HARRISONBURG, V 1 F r` lam• ,. i � ,r _• ^7 <. f � -�.� d ' �,r Ar� �T.• ,>; sz . >,r iok�s r - �er A 2280 }�, ; , .�� .k' . . _- _ ,,�•�` »,�. • , e ,, ; �_ �, ,, . , . �. .�3-,� :*� � �, PROPOSED CONTOURS s i" ' PHONE.(540)432 9555';�,` � , Y� r r � �, � �.. �• 1t �. .�: �:.. .� �; ; ,_, ,,, �`_. '� �1 ° ,. t- ! ;.--° ; + 28.5 PV PROPOSED SPOT ELEVATIONS y�_.��,.:.,"`�a..r J ,A,r ra � y •. .d:� a--.'ti. ✓ 7 a.+e f � � � '�' ♦•" <.. • { "�jt FAX. 540 434 7604 ..,. `.� ,�,��� ,, �• � .- �� `;.-� t,1.'. m.:, t��. ', .' v, .. =:}.,, f .f • 'ram rf� t. .;� ..w f}4^"e � i` i �r ;_' xaY'Gi,C.i1 `i'. , i,.^• i , ,r -,i ;�+. u f I '4 n _ ,::(. � i� f� €+'r __ �f r r � � `r OWNER —DEVELOPER. VICINITY MAP (SCALE: � '� = 2000') ORIGINAL PLAN DATE: 28, 2008 INTERCHANGE, L.L.C. SHEET DESCRIPTION ATTN: DEVON ANDERS 1346 PLEASANTS DRIVE 1 TITLE SHEET ca r ca HARRISONBURG, VIRGINIA 22801 2 SITE LAYOUT z a PHONE: (540) 433-1900 3 GRADING PLAN N N 4 ESC PLAN o N 5 WATER & SEWER PROFILES & DETAILS N 6 STORM PROFILES AND DETAILS co BENNER & ASSOCIATES INC. INV I LAND SURVEYOR - LAND PLANNER 7 LIGHTING PLAN WAREHOUSING H O U S I N G LOGISTICS G I ST I C S DEVELOPMENT o in 3061 SOUTH MAIN STREET 8 LANDSCAPING PLAN 19 HARRISONBURG, VA 22801 1 346 PLEASANTS DRIVE LO PHONE: 540-434-0267 HARRISONBURG, VIRGINIA 22BO1 9 FREDERICK COUNTY DETAILS 01 LO LO PHONE: (540)433-1900 FAX: (540)442-1 632 10 VDOT DETAILS N *THIS PROPERTY HAS AN EXISTING E-MAIL: INFO@?INTERCHANGECO.COM 11 VDOT DETAILS APPROVED SITE PLAN NAMED: LO CD EASTGATE INDUSTRIAL SUITES 12 VDOT DETAILS PROJECT1559—BB NUMBER: Y CONCRETE SURFACE, #4 BARS 0 12- O.C. OR SURFACE COURSE, ­14 . [-- ....... 11-1 1-14- 1 �, I 6" AT 4000 PSI 6" X 6 11 8/8 WWM 2" OF SM-12.5 BASE COURSE, .Z2" OF SM-2AL : : 11 3" OF BM-25 - �7771 A � 1 6. 1 1 1 1. Site statistics- Tax Map # 76-A-53H; Zoned M-1, Total parcel area= 17.57 1\ I :�,_ Z \ 1% I I I I I . r, I I 11 , I - , , " '17,71, . 6- 1 �_ � ,- I \ .1, I— I � I , - , - - , , '_�.'1111_21 _� � I , , , _� I.- � � I , , ­� I , _� I I I EX. FIRE ac.,Disturbed Area = 14.4± cc. The two proposed 72,000 sf buildings are for I 11 , , �1�1� �­Cp 1, _ %": 1, I I i . . - - .'I:- �_dkl__�� - -,,-,�:)-I.i".,�'I'll"�l--,"I _`� I I , - � - I ____ ______ I � -11 � u ,��� -t ,� . warehouse use. Green space = 6.7±AC. 0- - - �e Z : - , I: 1-11 , "I � , � m N ., __� - ­ 1) 11, _,�­�-�4: 1 - . d � � -, � -I !- �., � ­11, ­� .., r., ­ ��l " . _0� 1 1 % �4 11 -, . 13" , I I - I 1, - 13" 1 1 1 1 - 7" EXISTING SSMH I - HYDRANT , I I 11 1 4 t, TOP=714.14 I � 2. Work I I I . I - I 1 7 ------ __ - INV.OUT 8"=701.7 1 1 in this project shall conform to the latest editions of the Virginia 1*1 I , I I � - - Department of Transportation (VDOT) Road and Bridge Specifications, the VDOT I \ \COMPACT SUB -GRADE TO t . f 11 I I I � andards, the Virginia Erosion and Sediment 1� � � _�_____ -1 ----A 6" lw 24" - HERITAGE PLACE, LC the Virginia Erosion and Sediment Control Regulations and the County of Frederick \BASE AGGREGATE, 6" 1 1 8" OF 21-A 95% PROCTOR DENSITY ...... ­1 6" In 24"-­ 141 MARCEL DRIVE I t I . I . I Control Handbook, I N, OF VDOT 21B -7.ASE AGGREG \ BASE AGGREGATE, I I I , 1 Design and Construction Standards Manual. In the event of conflict between any / ATE, COMPACT SUB -GRADE TO LICHT PAVEMENT SECTION 11 WINCHESTER, VA 22602 ii 5 1 � � of these standards, specifications or plans, the most stringent shall govern. All \ 8" OF 21B I", . � I - & I ­ Ir ­­11-1 111- I -53D_ ... � � FILTER CLOTH REQUIRED COMPACT SUB -GRADE TO 1 1-11,11, . - I 11 - CURBI, - TM# ,7,6=A ­1- � 1, � tested to conform to Commonwealth of Virginia Board of Health Waterworks TY CURB & CUTTER (CC-6RI - I USE INDUS ''I , - I - , "' I I 1, .� utilities to be dedicated to the County of Frederick shall be constructed and NTS CUTTER (CC 6) ZONED: MI and/or Sewerage Regulations. I WRIGHT'S RUN, LP I 'TRIAL I - ,/ I I_ 2800 S.SHIRLING ROAD NTS � ) 3. Erosion and sediment control measures shall be maintained continuously, HEAVY CONCRETE SECTION HEAVY PAVEMENT SECTION ARLINGTON, VA 22206 1 I ,) I I I all be checked after every rainfall. NTS NTS � I Seeded areas shall be checked regularly and shall be watered, fertilized, reseeded ZONED: M1 I L "I I I and mulched as necessary to obtain a dense stand of grass. I USE: UNDEVELOPED __1 � I '� - 25' REAR SETBACK 1 1_� � 1 1 � N44*54'1 3"E I G � .1 11 ­­_1 I -, , _ ­ 11 ­_ ­ __ _, ____ __,.___�_____ - _, �, _,_ , ,_ _ ___� - _­,_­__*O�� ; 4. All drain inlets shall be protected from siltation. Ineffective protection : - .. 1 1052.78' L � I :� 1 devices shall be immediately replaced and the inlet cleaned. Flushing is not an _F_ - _� _,__�_,�­_ - , - I - � I I � I 9* I I .1 25' REAR SETBACK � I I, .1 11 I I i I i 1� � ; :; � , \ I acceptable method of cleaning. " �� 1 11 y I It � 1%, lzt�, I I I - I (9 I � 38.7' i -: ; t�k I � ; 11 , I �, I � , � I I \ ,� _ , I � ­ -­­ ­ _, _ _1 - - � 1 I ­­ I "r ­­­_1_'-­ ­ , - - ­1 1, -I i "" �- , __,_ ! ­-­ __;�____ '. ___ ___ , -, - "" �", -I I - I - I _L ...... , ,. '' ___ - _ . 1-­11_­_­­:­ � 1-11-1 11 � �__, I � _,_ I - � - � - D ,e-,�, , ; - %:1 " 11% � , k4O.O' 5. When the crushed stone construction entrance has been covered with soil or I ,� A I , )-f �J8 - -I I � RANSkORM ! I I I , , - has been pushed into the soil by construction traffic, it shall be replaced with a � SHEN VALLEY, L.L.C. I 11 __� 11 v___11._ ri ,_� ___g_ I/--,- -------- 11 - I"----, - �� I � depth of stone equal to that of original application. r__17� - - I 11 .- __ ­� ­­ - - -7�­7­�_____1====== 1 1 _71__ � I E rED. 1 1 � 111, 77 � 11 I . -777777777777777777�� --- ,7-1- ,- I—— 7'1­:',, � � Z I .1 ill I ��_ - � I � �,: �_ 7 ... � � '� ", �,� �, � I I - I , 2 1 I- 4L . 1. I L 77777 1�:�- �: I I'' i `�1111 � I : ,,: �:, � � ­ ­ � " -� , , , J � - I 1, I I 11 , 1 77777777777777�� , . � ENI)':��OIF ' � ER I INE , "I I I I ''I � I , I ,�,, I - _ I I 1 I I � 1 777777 , I �":� ,, ,� , - I I . I , �, :1-1, I - 11"�,,�� � 11LE. VAULT " 17.57 ACRES T I I I I I - I � I E OF WATER L NIE I , I I I I ,�, I 0, 8" \�AUVE I ,: 1 6. The location of existing utilities as shown is approximate only. The I �, I :,�, _:� 12 I ,� - - .1 � �. . I I I J, I I �, ,, , 1 8 - VALVE I � 1 '-6" ICONDJIf I % contractor is responsible for locating all public or private utilities which lie in or ;� 1 "-L"&�-­-, -, W PIPE SECTIONS ��, � I I , P_,�, � ( , I� 8" CAP �' I adjacent to the construction site. The contractor shall be responsible for LEGEND- " - WIM1,0M, (1) 8" CAP , I I � I � I � 11 ­,_Rl"I'm ,M,_��.Q I i __11 I " " I I ' , " "I, , , , _ , � ', " , __��,��,�,��,_, I _;il� ­­' ,_,, __ ��, 41, 1,A:.,-%�k-�,� �i,,g��',�,!, -,,�,,i,,,,�_,�,�,­ ,­­­­� ... ,­,­,�_�__� (2) jOINTS PIP - 11 , �,z .1­ �/ ,,�,,I,r;,.,,,,,�,,,,,,"��,�",, �, 4- "I I I � -, "m " . , �, ..j�, 14 CHE ,, repairing, at his expense, all existing utilities damaged during construction. --- - -- CENTER LINE �. i I �­ I I I �. , � 1_ "/ 40 wmmk������������, 80�0' � � POtOMAC TELE HONE "I Forty-eight (48) hours prior to any excavation call Miss Utility 1 (800) 552-7001. \ I ,�� '' I : � 11 , I ­11101 11 I �", I C04PANY OF RGINIA -qD-,--- UTILITY POLE : �­ -61D 1 5' - - , ­ - 1-11-, � '' , , I I 1�1, li, I i 'a _ I � I I I I I ,� . I I I � I I I- I I I I �, . ,.,, ... �", .1 I 11�� �, I "'�-��,,�-,-�l,-,,---,�-�,�,�,,'���l,,.,-���,,,",:�,�,�',�,.�,,,,, Zm� -4, � I , I �Y',­�­­­, - �i­ , ig, -��g�g 1�1­111­11­�� - , �­�!,,," � � �­:.�,�,,�-` ,�� ",,", �11, � - � ­ . �,,,� ''��,,�v��",.;�.,4��,��"".".��,,,,,i�- �-,_ � ­­ '­,­ ,-', �, r,,, ',�:_� I - , Z I 1 i , � �, 1 8.7 "' '�', " � rAS9M 1 - I'll 1� � I � I , -, � '� � r I -W i ON , .. 1. I I is 1'1`11`�" I - - 7. All underground facilities located within the Countis right-of-ways shall be - , -, ­,., I ... 1, , I I 1 7� 1-T Ww"W"o I ­�� I 1, I I I �, 40* "J",�", 1, , ,,,"_,",,--,,r I 11 , _ __ __ __ __ __ __ � - I I . I I I 11 __ , I - r installed prior to the placement of any part of the pavement structure. 11 - _� I �11 :: '_,!�!- �, �, � ,,,:�, I I I 1 ��­_' ' � � I I �, �� �­ - , �; , i , , , � �, _ �, �, _,,,; ` 1, �,, ,I / . :,�, , 11,-, " �� �� I I ,,� r­ ...... , , 01,10 ; - " , _ I I I , ___&_ SANITARY LINES I ,i I ��, 1� ­ I �� P"M 11,110 - " ,�� I I I I - - I I I I I . I , , , ­ ­ I , , I , , - I I -1 I - 1, - I I , , � �,�� "I I , "'� �;�_; _,"111,111, . '�, ­�­,­"­­ ��__L�, �, "I ;­ ��11 -7 ­,,,��7­", �­ �_11_1_1_ - � I I � , ,,', - �� _1 I � , , ",­­­ �', ,,, ­ �- '��­­ ­, ­_ -,! , �,� �, " ,o,�­",- ­�­�� :_��_,� ­�.k��­ �11�� :,:, , ,, I I - ,� -11 " ,,, " " �,__`_ ­�,,, I - " � 2?Wl ­":_ � "' , . 8. Installation of concrete storm pipe shall comply with VDOT standard Drawing \ � , I TEI 01 I 1­111 111,��,111,_,,,, !� _____ - ----- - I 112 - - I I , 1-11, I ­ I , , 1. I ­1 . 1 ,� � "', 1. 11 � , I :1, I . - , ­ �� I Mg - �� 6,71 � ��t I 0 SANITARY SEWER CLEANOUT I , , I : �� -, � 4 I " , , ,.� .� . .� I 1, ,-, I I - ­ . - � _ I I I I PB_i. .1 - � � I �, - . I .1 I � I 1. , , I I I I I:— I 11. -.1 I I �� - .1 ­ 1�1 I , , I - .1 - , . -, , " I _!rr� �%. 'Ir" , `q :�,::,_' . 11 ,� I - . " I 11 ,� 1''. I . - , 11 �, fiS� , � _ - .��, � . 11 . - �, . � �� �_ _7V , T �, I . I � - . - I � I - 'P ;. - . - I , 1k r ,,. . �� , � , , I 'I, 1� ;. T R . - -1 I- . I ., � I . M1. � I'-, . �' � ,:� �- 11 11 , � I I � , i , � . �� � 1 � � �;, , 1, , � ""I I ;; - 11 � I 1� .1 - I . I - I ­ � . �: . e � � , I I - -&- STORM SYSTEM , F r 11 I � rl, 4 . . I I , I-,-- I , , I I .,r - �g_ , r., _ .. �� I . . I , - - I � I I - I I I _� .� .. 1­1 ­_ . " 11 � 1. _. P: - �� 1: I 1. �, - 1, �., �.�­ t : I , - . . . I 1­1 . . I I I I I 1 X,4j � . � ­ __ I . .11 :V I �1'i: :1 , ­ ". I 11� r 1 ,7 � � ­ - . � . - boulders or any other non-compatiable soil type material. Unsatisfactory G 1 I . :1 , � �� �_ , ­ I I F, I .,.". I. . . y I . I i .., ,­ �, . . I , � I � � 11.4 " - _. .. ,i: - - � ­ -� I r �� . I :,- � I J I - il, I 1 2 , . I " � 4 - -,- � I . � r , . ,� J � I ': �.., .. - ; I I �i� . :.. I ; i - , i, I -i. �. ." . . . . . ..� � � I . : �, Zl 9. All materials used for fill or back -fill shall be free of wood, roots, rocks, I I �1� , I 1_7 , , I r- _` - i"', -i- . .� u �" I � `1 � �__ __` _� . '1_ � , I i �: � , , -1 CPSTE S �TOB - �� 4 . : . � . PROPOSED STORM PIPIN �' I 1�� I , , , � � � � �� I III 4 , I " , . . .. "t . I I .1 I , , � ., 1. � 1. L11 I I 11 � -P - - I _ -, �, I I I : ,, ,,, - . � .� I - - " - , - , _ - 1� - � I . I I I . . 1 I . I., , ", I I _' ' "'. � L_ 1 , I . � � I � ��j, . - I . r .!-. f 4. � I � "', A � � I I �i �,�. � ­:. . � i � i., ', � � F 1: d ", 1" � ] * jl� I I � . . , , 1, � -1, i ., , ,,�'j' " � � � I , �, , 11 .� A �­z � � .1 � .1 .il _�� t', -, P� : , "J . � , - i'l -, 26�0' - materials also include man-made fills and refuse debris derived from any source. <DCxCxCxCK::> PROPOSED DITCH . I _ , , '1� :, , INSTALLED AS 1� I I I., !._ � I , i , o " I � , , ::! " . , � _ �, .. r , � .1 J: T, J, � I - - I-' : J.� , i_ 3 �_ . -, I _ , I , I ;. .. 611 ". I I � NEEDED BY OWNER: - ­- i � , 11 � i -1 11 � �_, Z ­ ' " , � 1, ,, ­ 't i :� 1 �� � __.- - . , . - _1, _,�!_ � " - ,� _ I � I � � I., . - , J . I " -, i EXISTING PROPERTY LINE I- . - P I .1! , ­ - . � - - . ,:. I I � I � ; , .� �:t � � I 1. I � _�, 4 � .1 � .i. ,� -i- '. . I ., 3 � _ 10. Satisfactory material for use as fill for public streets include material 1 I - If 1: _11, I .. �,�,�, t r-� . - " -41 � " 1� j 11 7 -[- j, - I I % .1 � I I - 1, I 1%, � J. � � i� I � � . I ; I : �1` � -11 I i I. ­ - - �, � �� , 1 j I " . ,� ­ ": �- - . -1 -1. P j- J� - - ll r.j_ ,.I �' I ; , , , . �_ - t' - , i �� � j '1 ,I 11 It I ��, 0-10 .. : , '� r:� ,.I "'J,r., . .1 , I � , I I'' 4 - I t � I I . . I o 4 - ��, �.,- , � , A I I � classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL 111­1­ ­­-1-1 '% . J, ': I , , - ­ " . - , _+,-1 ] I - - , . . I i I - I I` I �, 4 � I I \ j� .L � - � , A , I SETBACK LINE . � I � I I , �'. : , �! _4 - .1 I , i � , E ­ ,,, 1. .� �, � . - -, � 1 -, � z " J , I - " .. ,, 1, . 1, . .' � � )-, I., I - , , "I � I O,C),--, groups. The moisture content shall be controlled within plus or minus 2 ,,, . I '" __4 �:,., : I .) ,. � :, r � V . 20' SS , � j,",'�:-'­ ,! ,` ' � - , , \ .��.� 1� r . ` , 1/' 4 .1 1� -, � , ­1 , . , . , ,. � . ,e , I .- �. I - .� .� V � k T , f - -, " 11'' � I f, ..:. - - I -1, '. I ,- !" 1�1­ I �� Generally, unsatisfactory - 1� I I ­ - ­ 11.11 _�� I . " I ,� I " D B 915\148 & 91, , I 1�11�­­ wLe - _11 I ,-..;--;- I - ,� I � I _i t�r � I :1 I I I I � 1, i , " 4 I "I �- .� percentage points of optimum to facilitate compaction. V 1 ii 11' - [* �. � �J I ?r , ,�',P.' , . - I �" . 1. JL - , � , I ;---',. � I .1 , �q � , . - .1. . 11 ­­ .., _ - , I L 11 . \ 1.3 r . ­­ - I , I 11 . �� I 11 I I I � I 0-1 I I �� � , - materials include materials classified in ASTM D-2487 as PT, CH, MH, 01, OH, and � � I , I , , . .1 , i . - Z, � , "', � I .1 - ( ,,�d �,,� ­1 ­1 I � 11 � ,1�1 I _11_��__ ,',,- 1141-1 � 4 11 � any soil too wet to facilitate compaction. CH and MH soils may be used subject : .1, 11� �, , P 11 I -1r" I I I I � ` ,� ,.-,- . \ .. � 'I, - �. I � : .11-11 /;,, ,I '� -7,1 1 - I - � ,I I I to approval of the VDOT Engineer. Soils shall have a minimum dry density of 92 EXISTING PARKING I I . "1___1 � �,� I 0- 93.3 _1 5.0 1 ROW I I lb . I , , " ELI' � . I __� ,TO I I - - - - - i �_�_�, � , 4DOT I I .Au. ft. per ASTM D-698 and shall have a liquid limit less than 17. EXISTING ROAD 1� 1 ���Y . . . . . . . . . . . . , - I.." _­_',­�­�-, ..... ".. L� ,: .... ,,, � - I 'I i �_: I ..... , , �, � ZZ :1, 17 , �, ��� � ;I '' ;;�, � ,� , :-,r i� - I 1,�,�� "I'll I �� � o , I I � I I - I - � __ � � I r I �� I I �;. I , - CURBING: C I � ,�_,',"� 11. Compaction of fill material under building slabs shall be based upon ��Ie I--,", ! � L_1__1 " ­_ i I ­­1 .1 . 700' L ; �� 11 - I _� I recommendations of soils engineer after completion of standard Proctor test and . I I V -- i - I � 11 . I I- 00 ", ",- �, . I , - I shall meet bearing requirements of architect of buildings. The contractor shall be E DUMPSTER - . � 1, ` I I I - I 1, �� , ,_� I I�N J " P, I I .- 01\ 'r . i �,,,�,­;��'!'� , , " , �� ',,;, ­ .. .... "I ­�_�,,�_,­ I L ; i I responsible for testing. I,e - v � , , ,;� _��,, ­�_, �, � I � :� Wil �, '1,A"-,!�-.-'­, I I I I I I ! _ ', I * "W"W"Wo" I � `. ",, - N I 11 HANDICAP PARKING �, 11--l-W-1 ( 6/_ V � I " �: � - I I 5 I , Z.- 11*14 IN ,� , , I I I . ­­ - .,�,, � - I I 1,11 w,­ I - . ­M,_�­V­ IkV ,\04­1 . i 411- ,� -- � A;!�: � -.,\­­)�n'. " 11 w : ­: kp - � � ��_ � . , 'J (NL -11 I r I � , , � V � 1 - I r � I � I - 14; 1�_ A,__" ,)�_ �V-2y-1 ­d-rA - , �. � r I I ­__"'��;L�., � I EX STING SSmH FIRE HYDRANT 0, S, N �� , " ­�6. -;.t-A I -1 I". ) - , � TqP=7 .82 1 12. Materials used to construct embankments for any purpose, back -fill around \ ,� - � * �` _�"17"__Al -A-A 7'X--".- -­,t-i�­V­w " �, ,,, _­ , ­ , __ , "' " ­� , , I � - I ",-, '� 4 i, � " � '_)�4-�,-_ 'A .. I -, � - -, -*"�-�­,�"V, -, ,"; drainage structures or in utility trenches or any other depression requiring fill or i�l 1. , , , , , . "� ,� 111,,r_�'11 - - - , ,� �,�/ --l", 1, 1, - I , - -�Ei97.51 19 WATER METER -7VO�:K­�,""'N"N' .".,�. �Q ,,i-r InNI--7,1�J - _'�,�' 4 1 1 , " I INV.OU 8 back -fill shall be compacted to 95% of maximum density as determined by the - .... i 4 - I ­ ­� �, ­� .i�,-,��,,,,,,,,�-�,���,,,��,:�,�, '�q I ­1 ­1.11­1­1­­­.�,� I k/ � 11 ,U�,',�, �, ��-,;, ", I �1'lf � standard Proctor test as set out in ASTM standard D-698. The contractor shall, ­ � X-1 11. , V X I/- 'I.I'�',7'��,��r"".��,,��A��.",.",-"��'��"".",!�""4""-, __ I , ­ ""', � �;:�,,�,`_` I - I , 'A X,4-�-­---f"­�­:!� 1, 11I�l i � I I -1. wl_�'­­ ­­'A'A'-" �,r " t ­ j, ��. \Nli - ­ ,"], , I , 'A _, , - ---�'.--t-.,�­�-�---,%-.N-6 ,� -fi I . � I 11 P I �` ,'�,',i__; [_ LIGHT PAVEMENT AREA _\_S_e___ � 0 � �111 �! I I :,'.�,,,� �� � I - ---== , I I A I � � �, i I , I I W,�+ Z I0, , � 1, �, _,,,, , , I I � ro ", prior to any operations involving filling or back illing submit the results of the 1�_��__K_X'_" - ­­ �11 "" J ," ",; ,�_�, I I I I ., - I �,,.,."�,',� � � ], 1 1 . I � I ,;��11, � I I" - ­%:1 I �_'IfO.0 WATER � I Proctor test together with a certification that the soil tested is representative of E=7=] HEAVY PAVEMENT AREA . _N. I.,- ,� � . I .� , I ,� I . I r � , � ,� ­', I �­ 11 I _, I I � � *��- ­'17�. , 1 F-] EASEME T 11­1 � I G '­,.' . I the materials to be used on the project. Tests shall be conducted by a certified 1 17-1 ,� . 11�__; ,, - I ... �.,,"� - ,�� - �� � . 11 ,, , 11 1.1, j4-f -1y :. IN �, _,2'j-,'Z,1 . 11­1 11 I i _____ :"�>L, ... -M-1, 1*.�,.� )i�,, ,X-4�4 � I < ­11 I � ­�_�,. _�,,�4,;61.1'1 kX-k,X24'__ I � ,, E_ ------=] FUTURE UGHT PAVEMENT AREA 1, L �.,' ,,W,�� ", 'g, 4,L:"4_,�,�.'_,�� ; ! � lf�� � - 11"A,'111,1, '.1 'I, -, - � �­ I - . �. I I 4 ,4 ­ ,� . I - � , 4'1._,A_ � I � � > >1 I , -:� � X -, � NY-, . �' '. I - I ,. , , le, .4-4-k , X 1, . "'� �.-,, �', , P . I '� - 1�,4*y , .1 , " J_ materials testing laboratory and the certifications made by a licensed professional ­ �� . �rll­­-­�­­h .11.1§1�1 .A,4­4-��-'­,'�-��_ 4�L"0,­A' ,le " � , . - - engineer representing the laboratory. 11 V I -, ,4- �,k' ­v ,,e 6��j, " 1 - � `1! 1!� I,- = ., I" , , 1, , - -,,�;!24' _-__ 4 -.1 __�,___1111 � � _0 , , � ��,V___A_V / - ,I . [",��,__:­ � '­ ­ 2� , e V, �,� � ,,,, ,, I I 0 , � ,_� llk- , , A-,-'­_,1�-`­ - � -, ?K "I', ,;- �,,�Ly­ I'- ,��, __ I- I I H � I I I _ t, , V 1 i >� I il 4�7��,�- ­P. -A_- �,x �- . I . 11 � LOADING BAY ., , 1 I , � 11 � 11 J!, � .. I I k. "" P��111­ . 1 _ UA, , , , _VL.�;_� � ; � 13. All excavations, including trenches, shall be kept dry to protect their � , �', I I I "�2 U ­X V * integrity. I , VX ,N_- N-4'-* 7- - _-, , 1 )f:*_X_?�+_4_+-V__1 . \.1 _V - ". - � '. SARGENT PROPERTIES, LLC I t a); rr, I 17=1`1 ­4� ,�,�,.4',4�'-,-.�--�1--O"-X.--,,,- i ­ 1, - - ,.f ,,, k : _',111 ­­ � i U j � I �,,­,�__"C­_ 1 W . � I I I � ., , %. ". I 4 I 11 U I ."­­,--,,-- , -1 . , � i i I , M , ,�­l ­_ . ,� _,­�� 1­ 1 14. Any discrepancies found between the drawings and specifications and site MONTPEUER, VA 23192 1111__� t, ,_:�� ­� %6� I 11 ; L � 3 1 �;u � 1. , K "' , "At" 'I'v, ., . .1 z -i 11 1 , - - �­,.­­, � ! I I! i 0 :1 conditions or any inconsistencies or ambiguities in drawings or specifications shall TM# 76-A-42 *X'A �t, _� .k4 � r BUILDING # 1 1 u . If -, "' . , L6 ­v �:� - I ­ ­ � ,, - ­ 111. ­. � . - X:X.- ­ -­!,.w",-C-,,,1',. . , ... I K-n ". 2T-,jtz,, , � I - *X " - , be immediately reported to the engineer in writing, who shall promptly address EXISTING BUILDING r I ?,e,*,­V.X, " ,__.'_', - 1 _P_ ZONED: RA - �&11 : , 1i r 1. ) I 0) . crt� ; � > - � � �,_�jgv, ,�� --,%,�, , �%,_ -Is -,-- � , 10 i , g�_;_�_ .- .;,� x �, �­�, ,��t �i�., " 1 . cn such inconsistencies or ambiguities. Work done by the contractor after his " ` . USE: UNDEVELOPED I ./ 11� . � 1% - _ � �_�_,_K4_'��_-"_)4, 1_4 245,OOOSF 350, R 0 I 1�1 I , , � 6 _4E � I 57-1-- - - -­ ­­ PROPOSED BUILDING I _�I�f 11-�,__,A,�,,__�V�41')," f�, , � i ; ',-, --I" I X � I discovery of such discrepancies, inconsistencies, or ambiguities shall be done at .1. " X­��:V�w­'�,N�­< , _\�6 _ _\� ���� , i 1�, I I I!, I ,\,-, 011 5sb,\ , I , l� 'I CE I I ER 4 - ­:7 1 E OF � ( I i , , � - +t%--L joei P �E �, , , - 111� C , - - , I - 111 I " - - I I , , I , ,"I' I � � IN, 21_��,,:A,_�"T__,11_1 i � r PO , �M ,7�_ � I 'N' I - ., i � 1 1 � � � " )� 1_..._11 o I ;, '��,,'�`� "';0p, ��.,!�.*, _Aj­�­ �'. � I I , VN�.,�_k�� . the contractor's risk. SIGN SIGN LOCATION* I 11 4 11'.�A(":�-,, 2.k�"4­t.,4, ,,�­,-, " ITE-(l 50)-1215VPD I I _P: I � ` , . ,,�_�O) Ili I � ­:'­�� ..... . yr',X_�,,2,��A��/.��, ��?,� I : 11 -1, � _1� , - I 'If I - ,�. � . I , rq 1; ,-,N 1� , ia, _­­ . ., � 'Z?% 1�11' , I I I . ­::::::::, -i I � _��_. I, I I . I _�11 ­ .W412 I I 1 15. A preconstruction conference shall be held prior to the start of the � Ir ­_­.' � ,,� z ,, 4 ", '*h . - ,,, �41 .1", - .- � construction. The contractor shall arrange the meeting with the County Erosion - 4 '. "( - 1� I 1, I I I I I I I 1� 11 I I � I I Ln i::� v , �, - I , I - I 11 -11 1 7 1 �1 Control Administrator. *ONLY ONE SIGN LOCATION j. 1, 1",`� ,:_ �111 _'� ­'­ ��, 1 7�____-:_,_._'�� _,.�_--��­­ 141��_ _,­� ,,,� _-..�-,i � � I ­1 1115, ­­ ", � ', ,­% �!�,_ ,,7'�­ � �- 11 . I �� I � ,* I 1 � - - .. �: ­ 1: � I I I ; .1. , I � - � I � I , I PERMITTED FOR THE SITE \ �' - - �, - I I - , I I � " 111� i K : 1 a All 4- ; .* 11 11 1, 4. %MAT 4 A A _1� 11 I .1 0 1 I ,1.1 .�� � I � " in I , � I . a V1 I I I auw�l lip "%J a U � 111V � U" Ul a. 17. All sanitary sewer piping shall be PVC SDR 35, unless stated otherwise on plans. 18. All utilities must be underground. 19. Handicap spaces to have vertical signs with, the international handicap symbol. At least one space must be van accessible with "Van Accessible" sign below the international sign. Minimum height to sign bottom is 4'-O", maximum is 7'-O". 20. Sign location and size to be determined. Owner to coordinate with County Zoning administrator for sign permit and location. 21. Site Lighting: All sight lights and soffit lights are to be controlled by a photocell/time clock combination. Hieght of ploes are to be 18' to 25' with the lights directed towards the ground and away from property lines. Maximum illumination at the property line is 0.5 footcandles. Lights location as shown on plans. Building to have mounted lights at all doorways per USBC. 22. All outdoor lighting will be shielded to prevent glare on adjoining properties and road right-of-woys 23. The Erosion and Sediment Control Narrative is considered part of this plans and it should be adhered to, and its requirements met by contractor. 24. Landscaping trees/shrubs shown are conceptual only. Contractor to landscape or seed with gross all areas not built upon or paved. 25. Contractor to obtain commercial entrance permit from VDOT prior to starting work on any improvements. Mr. Lloyd Ingram will need to be contacted @ 540-984-5611 to initiate the permitting process. 26. Dumpsters will be located at the back of the buildings, near the loading bays. 12' 12' SITE DESIGN: BLACKWELL ENGINEERING ATTN: NATHAN BLACKWELL REET HARRISONBURG, VA 22801 DEVELOP - ER: I DEVON ANDERS 11. INTERCHANGE 1346 PLEASANTS DRIVE HARRISONBURG, VA 22801 (540) 433-1900 PROPERTY INFO: 17.57 ACRES ZONED: M1 USE: WAREHOUSE BUILDING INFO: i 13UILDING #11: � 245,000 SF UNIT HEIGHT = 30'-2"± (60' MAX) CONSTRUCTION TYPE: 2C Z Z Ot I- -, 0 I- (n 0 L'i X W MILL 1.5" & X TIE INTO JOINT W -1 2' I- __ _1L4- PER FT. ww!�!! !!; ­411111- : : N�� I � � , �Ii CG-6 1 . - . �,�.­ -. -,­ . ". __ 7 THE CONTRACTOR TO ----------------I �11, �., ,,, ,_ _", `i" - __ , �, - , - - . '. ,� , �� I 'T, 4, ."", �� , 4, � *�,-- "', , I _, 'i t , , _ �v_ �� MN, "t �� 0 �i COORDINATE WITH VDOT - _ "�� ��,,, ";,i, �, I � 11 I �: -, _�� - _ _,,,_� ,,,��',',r i�,,�,;,,,, UD-4"' �� 1.0, - �_ INSPECTOR TO MILL OR PAVEMENT DESIGN: OVERLAY EXISTING PAVEMENT 2" SURFACE ASPHALT, SM-12.5A PRIOR TO PLACEMENT OF 6� BASE ASPHALT, BM-25.0 CG-6, AND DI STRUCTURES 8� BASE AGGREGTE, 21-B /� *OR MATCH EXISTING IF GREATER THAN SHOWN 1� -DECELERATION LANE WZ CG-6 N.T.S. / � � I .1 � I 2: - ; 4 1 i I I � I .1 11 ", �.. - I x 1"') � -1 , \ 7­1­_­ "I i� I I " , � - - � ��,­�­�,,'��­'­_ � . I - ­ I I � t I , .. 11 - I , � �� �� ­ ; 0 " I - I I I � I . I � �4-,Z:, - �- . "I i I _4 I I � I I � I � i [%J1 � - i � ,- ; 11-1, -,,, I ,­­.', ... .. . � '­ il� I I I �, ,�� . Cn 11 . I 4 I 1, � il !� ,� - P -, I \ I �� , 3 #*��, I 1� � I � 'I 11) I I I I , . 'a � � 1',1 � t � 4'. Z . _� "�l � ,I I I I . i I I I � ; I : , I - � :* I . i I .1. ­­ � -1 . 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I'll . . _� 1-1 I., ­ ''I HYDRANT � �, I I & Fl I __ __ 11 -_ 1_� ­1 I 1� 11-N, INV.IN 8"-698.21 ZONED: RAB2 EXISTING SSMH \ 11 � I I N -1 __ I __ I- ..., 11 - 1, 0 � INV.O�� 8-=697.136 I USE: UNDEVELOPED TOP=701 I \ , HY RANT i I - NF_,, _­ _� _," ­_ ..., .., _;,_ LLJ 0� I . .40 1 I D1 TELE. PED. _� RANSFORMER 1�1 __ '":2. LLJ I 11 INV.IN 8"=692.18 O�A I I �, 1 I ARKING REQUIR D BUILDING USE SIZE, SF RATE ( :)LOYE , PACIT)A ED - ' "' S SNACE \PROVIDED I - OFFICE 9,000 MAX ISP./250sf \ .Z-J�m krl� X I - WAREHOUSING ' - ' 1SP./1 EMPLOYEES 459* I - , 1 ,� - 111� -I- * EMPLOYEE CAPACITY INDICATES 'MAXIMUM CAPACITY OF EMPLOYEES FOR EACH USE BASED ON FUL ' TOTAL PROVIDED SPACES I - . 44 HANDICAP PROVIDED I - , � 2 EXPANSION OF PARKING. ACTUAL NUMBER OF EMPLOYEES FOR EACH USE IS YET TO BE DETERMINED. �i 1\ \"' THE NUMBER OF EMPLOYEES WILL NOT EXCEED THE TABLE. THEREFORE THE NUMBER OF EMPLOYEES . AND AVALABLE PARKING 'SPACES - - . \ -1 __ .., __1 Ile "'�""",_­ E a: I I * = * \ � I I I 1, I �_ �, 1-1 - I I I F- INV IN 12"=691.16 � `�, 11 ,� 0 1 1 - I I � W) � _� 3: 0 GRAPHIC SCALE 1INV.OUT 12"=690.97, 9 11 I '� I TELE- -VAULT ._1 "_�" I - �� - 4- ,� .., 1�__, I CY 0 S & W, LLC 50' 0 50' 100, I �� I I � I :� I \ -.0r, I 0 W >- 720 S BRADDOCK SIT I � A . �_ I I yr r r-irr,\ " 11 M I =N111`11111 11 11.1\ i I . y, L . ,, Ir I ,� ­7 - I __ ,i LLJ to < _J n WINCHESTER, VA 22601 TM# 76-A-53E SCALE: 1 "=50' I I � I __11�x WATER ' 1 D,*,,,,, VALVES � :2 M � ) < ; LLJ �_ ZONED: 63 . USE: MINI STORAGE N N& 0 1�01 �� 0 *­ , I EX. FIRE � ­'­ ,,, HYDRANT 0 Fy ` < BEFORE YOU DIG CALL 71 u :D I I N1 I =1 ,� > 0:� ­r, CABLE HOLDCO EXCHANGE V. H C MISS UTILITY ,� 0:� k � �_ 0 WAREHOUSIN HOME DEPOT, U'SA INC � r-.V. DVA IVUO'4/- � . � < Z I DENVER, CO 80217 ATLANTA, GA 30348 " � 12 0 1 1 TM# 76-A-53G � 1-800-552-7001 1 1 ZONED: B3 I 0 � ., ZONED: MI USE: UTILITY CO. N_11 PHONI I I USE: DISTRIBUTING I - I , I � Date: 1/--/09 : I 'Scale: 1$)=50$ 1 Designed by: NWB � Drawn by: NWB � Checked by: RLB 11 - C-) 1.4 01*1 P-4 - L_ QL) ��7 .* 11--111 0 - r- 0 1 E �24 To ­'00 to 6 a) N I. & Q) PL� �g L_ N 0 0 � C 4., .* un 0 2 - 0 C . �:: �4 _1­ -C *C: ;�4 1�4 .& 0) _y ,I C: V) :3 C'4 0 - -0 n UJ C 't M 0 -0- il.-4 �� LU (O ,I- .= - M "� ,_ 0 " ff) L_ (,) 0 i;j 1 �4 = Z LLI 0 X a- , 0 I N � I rra3 " 6 Ld I- Z IK El- - JA AI!,� Z�k�l . ��, lf�� lr_�� � , ,(, V) �,_�D -, r '­ '1� 0 �: C� Q !�A ��_ Z ::�.- 'IT I :_ �� �_ < � C� 111,3 ­!!� -i C5 *_� �[: Z '--� Z 4 F- .< . C__'� 0 .- F -7 �_J ,7 �4 - 110 0S. - IVOD I V_ Revision Dates Of LLJ �_ 2: �- LLJ ::) 0 >_ Z 0 :� F_ T_ LJ D ILLI o M > 00 �_ (14 - _W C14 0f �_ 0 0 LLJ . - V) V) - 0 (/) 0 n Z �- > Ld <Z - M < 0 11-- LLI (-) 0 O:f F_ af < =) V) < UJ LLI M o �- , Z i­- :�.�= "- 0 _J V) w Lo < .,* CY .< L,LJ r4) W T- < LAJ = W F- (.D V - �7 ::) < 0 = Z (-) CY- LLJ �__ . I Z I Drawing No. 2 . of 12 Sheets � I I Job No. 1559-BB (Rev. May 1, 2004) V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govem. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT"s Work Area Protection Manual. Fur thermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. " * - I _,'_ .11. ­­ 1. . �, . 11 � .1 ,1 I 11 m o I � I—— . _ _`1 � 0 i � I / " � - I �', � " � \ I I /I C', I I I i , I I _�, � � , , I f ;1 I i 11 -, ­, ) � I .1 1 � " ponsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or 0 I , 6� , � 1�, . ) /I � I / I z I V4 The developer shall be res � Ili- � ("I'. '. "I, I "I, � 5 ; F . I I , . 1, I � I ­r� 1 . � r I ; private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed 6 I �11 . ; 11 i 11 I � I , -,O.+- I "" ,,�. ; I � i I I " Z I � construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. 61`1_ i,- it) � � ---- -- ­_ ,11, 1.1� __11 . 11 / � � � - I � "i 1�'. I I �` �_ I I � ; � ; - - * .1 . I , D � I , - _'Cl. , �_ k ,.�, � - i � , , I I _11 - -_ ,.,�. )11 i r � I ? , -1. I - �, , � �_, 11 � � __ _. - ,z , , ­11- 1, .... 1, I / � I . I I I � I , . � u of traffic may be subject to change as deemed necessary by VDOT. Any additional expense. I - --- _-1.1 _�, ,_ '(� , , ; - �, VS. Design features rclating to field constr ction, regulations, and control or safety N ­"�., ".." . I I -1. -­ , ,_ __ __- ­1.1 _', ­­ - ­ ---- -- - / I _� , , -, �) ,,, -_ -- - � J / 0 \ incurred as a result of any field revision shall be the responsibility of the developer. I � - - - , I - 17!"� �� ­__1_____11__..r_1 � �, , ­ ­­- ,--,. ,, _­___7�V_ I , I— : I , , '� , �� �, 7, — ,�� - � I - = _�__ = - , 1-1- ,, I � , " � _­ __ ,.".--. , 'A 0 :� - , i � - ermits for an r thin VDOT right -of way. ,1 , , ­ ­ __­ ­___ '.�' 11 "I I-— ._­ - ,,, ,_­ �� / ", J 0 V6. Prior to initiation of work, the contractor shall be responsible for acquiring allnecessary VDOT land use p ywo kwi / � \ � I - ­­' I"' _-.1 -.1- I—- ­­_ � " 11 , I I , .­ I : 1, ,_� 1_­ I—- __ ___ �11 - � . I-, '1� .. .... . - 11 � . t I V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance ofthe �_, I ­_1111- ­-, ,"', .�, _,­ ­­ __1 11- _ I` IIJ 11 i "I _� —'7--7-- ­..�­ ---I-- ,". , --- ____ . - , ­1, , " I .1� I ".1' / r � I contractor, various County agencies, utility companies and VDOT prior to initiation of work. ,111 , �,J 15' - " �,, ".1 , I .. I-` r r r .. - _X_ — ,. 1___1__..._­_­__-._ I I ..-.---.--, - ,,, I , " ­.- R .- - _,", -1-1- � , , I I X , - . , ­__ " ,,�' ­ �- " I - V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours . ,_ 11, ,, I',' ,�,� /1, " !,, 11 - _... I-- t \ - "'." - . I I ­ ­1 ., - ..... . I 1_ _.- � . 166.� rrtra: ,��' advance notice prior to any required or requested inspection. . '_1 I., r 1-l", . / I., I . " ��,� 11, I I, I 10 0' I I � �� 4, .4 6", N1. � - _ �_� I I/ I I � I \ � � ­ I 11 i V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and . ,�, __ ` ,� I - .-- ___, _tq ­ Ir-..f �'O�> t " I I , I j , :� 11 -.7 , � __;_ � _ , .1 -oject sha I 4 � __AK__,_ _ ___ . , , __�­­ maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this pi I be ... -, \ " \ � k Y 6 �c ,9 ,01, I_ , ; I maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department ofConservation and Recreation "': ) , 11 I I -­ ...... -Z4�� 11 I - WW- - ______ _­__­1'_. . _1 " IT ----I_-_-- i, I 0 � (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation andoperation. if 1. ��..L - "I `­ . 61 -1 , - _____:j__��,�� - "__� Deficiencies shall be promptly rectified. ; I - 11 ):) __ _­ - ­ - I -- . ---- ... j — 1�1;_,' - - VFT '7 i " . , � i �' - 1':�,-) i 1, , *____.__ ,, I . I \ _­_ , , ::T 0�6� I � __ - -, .�_ _____ _ V10. Contractor shall ensure adequate drainage is achieved and maintained on the site durina and at the end of construction. \ t �_­_, . "" " _'�� -- +6_______- - , f . ..... _�, - [�& -------___­1 1-7 --------,, I Q I �, , __ . ; �1� / , �_,, , _____,_ � . I 1-.11-.1-1 I - -, ­­­­­ L ­1_._1­1_,­ I ...... I V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches covex and when possible shall he installed under .,. �- ­,,­ \- , , I 11 . �:-,, " ', -,-., , __ CQ I .. , I - ____ I � 1'� ,���� 71 1 - rr­��- _ . roadway drainage facilities at conflict points. , " -1 ..... . " I— _ :-- --�--- -­ ,ZP d . I ��� - ' � _ - " - '. ". � I ­­­ " I I /11 -2`r� " � "" , V12. Any unusual subsurflice conditions (e.g., unsuitable soils, springs, sinkholes, voids, eaves, etc.) encountered during the course of construction shall be immediately brought to . \ ­���L-_--' 7 121-1— 11 �, , � r, \ :_��_ ��­=__ �� F- z�-, � I the,engineer and approved by VDOT. I _ _A, - �< � -0� 11 ., — � , __ � , the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by I �, - , 1!� '� . I-S, . I i - � ­- _� I - \ ,,.,/ �! �, !.. , 1 �, 1 1 1� I I '.. � I �, � i� . I V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a 11 . � . I , 5 . I i [" I / 11 I I 11'z1.1i I __ . � i � I '� - - VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the o& .... .. � . ,,, _� k I I \ � , � 1� �_ I - -, 1; -I.' I ,, I (t C I I � , samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT . - 1 1 , I \ I t N'\ I .�o I I (I � 11 0 1 � I 1 I � . � standards and procedures. I , : ."" o I I ,� I -)00 �/ .�11� I � , i � - � I ? 1i � � � i � ,> I /, I - ­__14p, , . > . - . V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as .11 -.1.11, - �\ v , , I _4 , , , � �, , I I � � determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction ofVDOT, _\-, " 1� 11 111 I � �o 1� , , I In i, .11 - `� .11 - + I , . " density tests shalt be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be ", , I. ", I I Ill � I t I --f >1 I I I ., ­­ . , I . - - " "I I I : 0$ submitted to VDOT daily, unless specified otherwise. I , e 11 I I " � 1\ .­ - ". .. It ii I , . I , \ , .� I I _. ,�. � � � I , . �\ � ", Z I I � .1 �, ,� 1,fl'!, V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. ­_ 11 � I \� I 'I,' , ", I ,��, 1, ­ \ \ ; I - - _� . - 1, . � � �_ _ _ __ ". I I I I 1._. , I I ­ "k . I I _-, .-I _ ,>, 1� �.. , Z� 0 , " , " ,I . I I i . ( � '� V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility ofthe I . I V\ �, . - __. . ­ . developer. I \. "I -Ilk% , J%, - __. --I:---.-- '___ - , - � ,. - i � I , V_.` , ----- .. I . il . . . . " ­ . I � I 'kA - __,____,_, . - . -, - - ___1 I I . .. , � I ,_A\ ( , - - � _­ ____7_ - � � � � V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, atVDOTs discretion, by VDOT on an " � " , � ,\ ._ _-__-----" .� � I I � I I i I N� \ \\__ I ". _, 7 .. I? I account receivable basis following the Manual On Uniform Traffic Control Devices. . - \ \\ " I , � ... I, \ ," I r, , � 11 "I �, - - _1_. , _ - - � � 1-1 - � , \� - - - . . I - :1 . �, V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilizedwithin 4 1, I \ , I __ 1- __ - __ - , I I " � . , I ... "I I'll - _ _. k - , - I - � ;' �) . ...... � I I � .�, _� 1A I I 1� - I ", ,. A ! � I \\ , - 11 I ., i � ; �, 11 . , . 1, I � I '_ . ,, - _­ � I I i i � i tal be , . i � . any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Un t and to prices may obscured- .� . I --',. \\ , I 1,11 111. '. " � � I . ,.I/ I I ­� _\1\1 , I .... . . , . __ I I , , i , 11 �, - 1\ l , � � I (11 ­ - .1 .­ _�_ '� '�_ I sing the density control strip in . � \\\, I I 1� _�11 I . . - V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will he determined u . , , I I j . , .11 ­_', ,�\ X I " � I ,, - I 0. A certified compaction technician shall perform these tests. Certified copies of test �', , \ I . , I � .� I � ) 11 accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM I 11, \ , ,-", - , f , ) 'i , 1-1. 3 ; \ 'N reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity - -, \1 % I—. I � , 4 I , � 1, . � ,.- \\ __ ,...- I I ; 11 to be present during the construction and testing of the density control strip. - I I 1k, Il % \\\ - -11, I I I - � I .1 A I , I , .. � " \ 11, i i i y I 1.1, 11 I I'll -, .111� I I . ,� V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density ,� _� i,�� 1� � I � , I I I . , X, . il I V � , control strip as specifiedin Section 315 andVTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports &hall be submitted to VDOT _�Q ,/Vp , I � 11 �_ � 1 6,> . , / , I I , , 4- /i, '/ � . \ , I � i, � daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing ofthe control strip. ", .1 - \ . - 1-1, - I I , ! " ! 1, � . � � -_ t I �- - .. ,, � -!P " - �'.), d L - _,_ __1 I i �,, - � - � -!_ , : I . ,. . . . , �� % � I � I � I V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to detem-itine the � , � ()I*' , - A, I 11 i " fV , � I �-, I J A /- I li I 4--a-, type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation I'll -2 I ,,!: . � .1. � .­ E � I i . " I / , I I ., " � : . / i �,�, i I , I '. "-I' k 4- � a , -11. - -, , �1. I 1�` .., I .1 designs shall comply with VDOT Road and Bridge Standard PB- 1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or 11 , �_ ! \ -1 , , I , need for foundation stabilization shall be determined by the engineer and approved by VDOT. ", � i I �­ . -, I � , ­___', + > 11 1, 'i i . I I ­� I I i .1 � ,�17 It J . ,. _ I ; I , 1, ,-- 1'�', ".. � � 11 \ iL , I-11 f I, I / i . 1.1 � oundation elevation to determine the type and condition , ,­ bc. ln,. A C_ I I'll V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed f -, \-­ L � I ) , 1 1 1. of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to / I ", -.-, � k I � 11- I ---/ I -­ 1- I ; t , - - constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB- 1. Contrary to the Standard,where rock is encountered and cast -in -place box is 4 11� 1­ ­1 I- - - - - 177-0-21 '_ � , /I .­ . �, %, " i 11 /` '! I I , , proposed, the thickness of bedding shall be six (6) inches. Where sot yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or needfor i i ­�_ �� I I I I I / � I I . . Z ,2 " foundation stabilization shall be determined by the engineer and approved by VDOT. � . \ I " :0 I , I � I i I. _� ,Z � i ­ ;��` " � rJ - -.-M -- ____ I 1 � : - - I � I � t i V23. Approval of these plans shall expire three (3) years from the date of the approval letter. ! � - , - � "" . I I - ,, I _­_ ­11 , , � : ,� - 1, : �. I ! , I.- i.1 I ; - , ; � , I I V24. VDOT Standard CG-12 CurbRamps &hall be installed where indicated on these plans and/or as specified by VDOT. I I . po � 1 "" , , __.- I , , I i � � � 6 , ... � . I i � � I � � . V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT"s installation criteria. Final approval ofthe J 11 , I I 9 1� I I � . � � I I guardrail layout to be given by VDOT after grading is mostly complete. - I I I \ if I r �_, i- "i't, �, 1; I i . I , � I ; I i � � I I I �i � � I . � i I , i ;� I I � , , 1 GRAPHIC SCALE ! I ; � � ; 1 : � ! I I -, q, 50' 0 50' 100, EXISTING SSMH I I I i j ; I . I I I k TOP=714.14 I 1N�""`!iiiiiiiiiiiii�""""""`! M I INV.OUT 8"=701.7 1 � I 1, SCALE: 1 "=50' li - I , % ," � I � i , I I "----,, I i 'i i:� � I - _ ­___ I __ __ , , - , , ____ , _____ ___ , , , _7_,_', - , - " __ _., ; ,. t , - '__ - I _; _� I . 11 I � � 1, � I- - 1. 1. % Z . 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BARK CHIPS OR 50 - 70 c.y. 1 - 2 c.y. FREE OF COARSE MATTER. AIR-DRIED. SHREDDED BARK DO NOT USE IN FINE TURF AREAS. APPLY WITH MULCH BLOWER, CHIP HANDLER. OR BY HAND. . _L * WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2000 tbs./Gc. OR 45 lbs./1000 sq. ft. - ,��,� 1 '!� , . , I - . I �i 11 I 1, ,c ;� I I � FOAM I \ I /\- ,� I r rx,., I I . . , i , 'C - . . I I T : I I I I - _, - ? �b N - �, i I �' I ,, �, ! , __ �- : I 11 , 4 � I . \ X� . I � . 100 1- � ,W -1. r ­ U_�'J ,-_ 'O I , � ,) I I - - I . . I I - ­ ­__­ -.1, � . .... ..... �_'.,�,_­­ 1,��!b ". . .. 11, " _1 I I � I � � , P r. �> �� 1 I � - I I I ­, .... " - .___11 Q; - - ­ -_ , , Qi , � 1 i- I It - - li- _ __._.____­_._ ­­­ ­-1-1­1 � ­­­ gv � � i L � .. .... -, � � ­:�/ h _­1 -- - - �0' I A-, - ­­ ­­­­ -1.1. I , 1- ;,) � , I 1, � I ­ �­ � - 11 b?) I t 4 i, , , j; �­­ DUMP -11 1-1 (�, I � ­­ � - Z 11� - ,. 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SEEDING MIXTURE SHALL BE AS INDICATED BELOW. \ 11 1� I'll, .-� .111 ,��, I INV`.IN 8"=691.96 ,� -, �,-5� � � ""; i � 'i � 11 I I \ �, '' ,; , � : , ��- � ill - 1,� � INV.IN 12"=691.16 ,:T) t 1, 1 � I I V, I � I � .., 11-�� A � i --, - t� - -L I �;, "I 11_� -, .1e I t INV.OUT 12"=690.97 1 LBS/ACRE .01, � � �;!� I I SPECIES LEGEND I �, 1—, � �� - � " I I �_' . i � - �_, — I ., 1� ""111_1�o "I I , I - � � � Ill � \ ­_ I—. '-, , A2 , ­1. 11 � � �% i, I 00; 50-100 I . I , 1 � oll e��,, Z , 128 1 ,�� , I i� I � ! I I I -1 1\ -a- , I � .1 I I � � __,�C) �� �� ANNUAL RYE GRASS 60-100 RED TOP GRASS 2 ,,, -'-"---" 1­1- 1206 EXISTING CONTOURS � I I , GERMAN MILLET 50 SEASONAL NURSE CROP* 20 ---� PROPOSED CONTOURS � - '1_____1" 1, �� E M E 11111111111111111111111111111111111111 1�1111111 1111111111111111111111111111111111111k 1111111111111111111111111111111111 TOTAL 160-250 TOTAL 150 r�.� I cz=)� PROPOSED DITCH OR SWALE �, ___ - __ +08.5PV CROP AS INDICATED BELOW '1___1_"1­1 "I 4104=1111MMMINPAP? LIMITS OF CLEARING AND GRADING 11, I", I 0 SEPT. 1st - FEB. 15th '� ANNUAL RYE & CEREAL RYE ! El FEBRUARY THROUGH APRIL ANNUAL RYE I I � I I ' N FEB. 16th - APR. 30th FOXTAIL MILLET -_ I Rl I I I 0 MAY 1 st - AUG. 31 st GERMAN MILLET I El SEPTEMBER THROUGH NOVEMBER 15TH ANNUAL RYE . . i I I El I NOV i WINTER RYE @I %I I Wm7=— Wm% &=- - WAREHOUSING I LOGIS 'ICS I DEVELOPMENT , I 1 346 PLEASANTS DRIVE I I HARRISONE3URG, VIRGINIA 22BOI I PHONE: (540)433-1 900 FAX: (540)442-1632 1 1 E-MAIL: INFO('�1INTERr-HANGECO.com � Date: Feb. 25, 2009 ! i Scale: 1 $$=50) 1 Designed by: NWB � Drawn by: NWB � Checked by: RLB 11 I I � C—) � � 1.4 91� P-4 �- II,w �.� ��7 �t io� 0-� a 0 ,, , t, 0_4 = C) I E _,� *�t 0 00 fl) 0 a) C14 't 6, �4 �4 Q) 04 - *�-� �: L_ 0 _ _,� 't , _ (/') C) U) 4) - a) 4� -,, _C: S 0 ­ L� 0) �4 �� _7� .E� - . Q.) �-� :2 U) 3: V) - - L_ ." L_ 0 0 Z) I M .e!!� �� C 4 @ Lii � . 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V) CL (-D (n 0 > 0 Z I— < Z - (.D Z LJJ = < (D C) U) Q:� 11-- a� < =) ` LLJ LLJ m ES o I- I Z Z Q_ < F_ 0 Q� U) (.o Lf) 0 < ­t 0:� LLJ t�() W ,r- < LLJ _r 0 Z < r 0 ry LIJ �_ , — Z Drawing No. 3 of 1 2 Sheets I I Job No. 1559—BB I I cl� �; in a 0 C14 6 &P i5 0 �: - .2! 0 - Y EROSION & SEDIMENT CONTROL NOTES LEGEND %�.• ,, ' ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA r REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. (1996 REVISIONS) 1206 EXISTING CONTOURS y .. 13 PROPOSED CONTOURS ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE 0000o PROPOSED DITCH OR SWALE _r 1' _t COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. r +08.5PV PROPOSED SPOT ELEVATION' I MEASURES INTENDED TO TRAP SEDIMENT SHALL BE ;..t.e i I 0... N AND TRAPS PERIMETER DIKES,SEDIMENT BARRIERS AND ANY OTHER MEAS ��n _ ES 3. SEDIMENT BASINSLIMITS OF CLEARING AND GRADING .�• �.,,.x T STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCES TAKE PLACE. so as CONSTRUCTED AS A FIRS CE CONSTRUCTION ENTRANCE 1 am, so_. .: DIVERSIONS IMMEDIATELY AFTER INSTALLATION. ,��- a�: ..... �.P ... «"; p w.:.�A: fta ES-4. co STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVE _ / _ _t.. { CD CHECK DAM AS INLET PROTECTION MAINTAINED ON THE SITE AT ALL TIMES. EROSION AND SEDIMENT CONTROL PLAN INCLUDING THE NARRATIVE SHALLBE " T E APPROVED ER'• - ES 5. 0•; 00 18 (OP OUTLET PROTECTION _._ , I i I' COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, ' TOPSofL ES 6. PRIOR TO I•' :% - o 1 z a IP INLET PROTECTION ;-,, ': STOCKPIt, r \ OD OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND \ I �- APPROVAL BY THE PLAN APPROVING AUTHORITY. � 51 CONSTRUCTION ROAD STABILIZATION ES-7: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND t DD DIVERSION DIKE SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ' 4 i 1.4 13+00 - x&4 0 15+00 1.6 16+00 17+00 ' 1...7 ... I I ! I I s8 TEMPORARY SEDIMENT BASIN 3. ES-8: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING I SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. EXISITING DRAINAGE PATTERNS , , ! ES-9: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. PROPOSED DRAINAGE PATTERNS I } J J4 ` ,, ;�,• �1'rill •1 ES-10: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY 0+00 11+00 ,, 12+00 13+00, 04+00 1<u+00 16+DD 17+0D,, 17+ 50, NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. IP I x N r I • � It ES-1 1: PERMANENT OR TEMPORARY SOIL STABILIZATIONS SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED 0 -= ANY PORTION OF THE SITE TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE A FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED FOR LONGER THAN 30 DAYS). PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT ' L7: • , III ` DORMANT FOR MORE THAN ONE YEAR. , I ' 1 PERMANENTLY STABILIZED. PERMANENT VEGETATION ES-12: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE E P s I i , ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT _,- _.. r SHALL NOT BE CONSIDERED� .,. � ..-_ ��. f I ESC v , t4D f � EROSION. - PHASE E , r 6 MAX _...... 1 PROTECTED _... .., , _.f.. , ? ' ``, '- •..• r;,f •> ,,, 4% � ,, - '"'"_'�`'�• ��'�'Y-" ==a `• � 1 ES 13. DURING CONSTRUCTION OF THE PROJECT SOIL STOCK PILES SHALL BE STABILIZED OR WITH SEDIMENT TRAPPING MEASURES. -----••"�"-"'""`"`'�"-� `"' � � I I I EXCAVATE 4" X 4" TRENCH ES-14: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING UPSLOPE OF STAKELINE. I 1 r� I N P STABILIZING MEASURES UNTIL THE PROBLEM IS - ATTACH FENCE MATERIAL _� EXCESSIVELY WITHIN ONE YEAR OR PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOE B AND EXTEND INTO AND SB� E CORRECTED. ES-15: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. ES-16: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONS, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. ES-17: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS IES-18: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN A SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 1 ES-19: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETE. PNA 2 +' ;I ALONG BOTTOM OF TRENCH. ^ Y IP I t{ s Il BACKFILL AND COMPACT ©P ,# ,,., �- .. � .s .. + ' EXCAVATED SOIL. / 1 3 �> I ( W •L •L FLOW W W W W W W W •Y SIL T FENC� I ; tw ,. (SHEET FLOW PROTECTION) o I d r>l ► I I f NTS �ti i\ I31 ; r I �tJ ES-20: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OF OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. ES-21: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. ES-22: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. GRAVEL EDGE OF PAVEMENT TOE OF FILL STANCE IS 6' MIN. FLOW IS TOWARD 3ANKMENT CRA VEL CL VER T INLE T PROTECTION XA-CIP NTS MAINTENANCE 1.0' 1.5' FLOW 2.5' VDOT #3, #357, #5, #56 OR #57 COARSE FILTER CLASS I AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE FABRIC RIPRAP " WHEN HIGH VELOCITY OF FLOW IS EXPECTED CULVERT INLET PROTECTION STONE COMBINA TION NTS CRLD FOR THIS PROJECT IS: NAME: ------------------------ CERT. In general, all erosion and sediment control measures will be checked daily and after each significant rainfall. The following items will be checked in particular: 1. Silt fence has been specified for the contractor to utilize where deemed necessary to prevent sediment runoff. The silt fence barrier, if used, will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier. 2. The seeded area will be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed. 3. The gravel construction entrance shall be maintained in a condition, which will prevent tracking or flow of mud onto public right-of-ways. Periodic top dressing with additional stone will be required when the stone is covered or has been pushed into the soil. It will be returned to its original depth of 6" (min.). 4. Maintenance of the Sediment Basin will include mowing and repair of the detention basin berms, grass areas; and cleaning out sediment buildup; clearing of debris and trash from the outlet pipe system. As well as the removing of sediment when it reaches the cleanout level. 5. The temporary diversion dike should be inspected after every storm and repairs made if necessary. Once every two weeks whet -her a storm has occurred or not, the measure shall be inspected and repairs made if needed. Damages made by construction traffic or other activity must be repair before the end of the working day. 6. Rock Check Dams stiould be inspected for sediment accumulation after each runoff -producing storm event. Sediment should be removed when it reaches one half of the original height of the measure. 7. The permanent detention pond is the responsibility of the current property owner, this included all cost. At least once a year the pond maintenance consists of mowing, ensure that trees are not growing on dam embankment, and cleaning out inlets and outlets of vegetation. NOTE: CONTRACTOR TO PROVIDE A CERTIFIED RESPOSIBLE LAND DISTURBER UPON PERMIT REQUEST FROM COUNTY E&SC ADMINISTRATOR. 70' MIN. EXISTING /\ GROUND r 70' MIN. INAL GROUND ELEV. 4577 CF MIN VARIABLE SCALE: 1 "=60' i.5' z0. 5' TOP OF DAM BASIN = 704.3(1) 2:1 1.5' f---6.0'�I --- 702.7(2) 2.1 703, 5 2 SB K7 DESIGN HIGH WATER = 703.3 1 CLEANOUT _CREST OF SPILLWAY = 702.9(1)/701.2(2)-7Cr2 sr(z}SB) 701.2(2) LEVEL w IDTH= 30'(1)/20'(2)-;S!7'(2 W/ 3:1 SIDE SLOPES RISER CREST = 702.5(1)j703.5(2) _'CLASS 11 I � i 3•� 6"x13„(1)•/27"x8"(1 4577 CF MIN.iRIPRAP'_ AND -VORTEX I COARSE FILTER', 11ORfGINAL I I 1 GROUND - - 24" 1 4"0 DEWATERING ORIFICE = 701.0(1 700.3(2) AND 700.5' AGGREGATE _CLOTH �_�__. - p O "'' )j I I - -�` 4" SCH 40 PVC 12" LONG WITH 3 ROWS (BOTTOM t t i : i '� ... � �' .., ... ,.". - r 1 C3 (L 7 00.. V O CROSS-SECTION AT OUTLET 15.2' WIDE CLASS I RIPRAP ! FILTER 10' MIN.Y _ } i-_I �,.EXjCAVATED AREAII AGGREGATE -DIVERSION DIKE---y_ --- 10' MIN. OUTLET (PERSPECTIVE VIEW) COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 TEMPORARY SEDIMENT TRAP NTS -----`-- -- -- - ----- _._ 18"(1)/15"(2) HDPE HDPE RISER AND BOTH SIDES) OF 8(1) & 9(2) 2.0"0 HOLES PIPE. ® INVERT = (1 } 700.67 SPACED AT 4" O.C. ATTACH TO HDPE INVERT j--'"700.5(1) 0.50%(1)/0.88%(2) 698.30 �2) � i _._ CLEAN OUT ELEVATION = 700.6(1) j699.6(2) SEDIMEN C 698.0�2) - SHALL BE REMOVED WHEN IT REACHES THIS ELEVATION _ BOTTOM OF POND = 700.7 (1)-(699.0)SB 698.3 (2) TEMPORARY SEDIMENT BASIN # 1 & #2 Y COMBINATION DETENTION BASIN CONCRETEBBASE N.T.S. ANCHOR TO HDPE PIPE COMPACTED SOIL w 'f ^� 18" MIN. MIN. DIVERSION DIKE NTS FLOW (CONCRETE TO REMAIN ONCE SIB IS CONVERTED TO DETENTION POND) Date: Feb. 25, 2009 Scale: 1 "=60' Designed by: NWB Drawn by: NWB Checked by: RLB II I.4 0---4 p 11 E d• O N 00 � rn �N o � � � d L L W W 0 > 'n 3 I� LO Y 0 a N @ W in LLJ O m U � W I Z W 0 a 0 i N N U, w Z a Revision Dates L,J F'_• Z LIJ U Z _0 D LL1 C) m > 00 f W N Z F V) w ' = Q (7 of Q V Q Li.l LLJ m V) Z W 0 Q d' fY LIJ M LLJ Q U w F_ L Drawing No. of 12 Sheets Job No. 1559-BB m m Z a N CV 0 0 N LO N N 7 ao m d0 xn m c� m rn LO in Ln r� LO 0 0 N N Y 0 - U La 740 720 13+00 FREDERICK COUNTY SANITATIOIN AUTHORITY CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www, fcsa- water, com <http: //www,fcso- water. com>. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer service on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper work order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees paid for before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 ,X" and 2" water services, the Authority shall make they tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lanes shall have a backflow prevention assembly (double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exteriior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Mar 06 IMENNEN VON on • .EN.EN R � ����� �EON 14+00 15+00 16+00 17+00 n Quality Water Products Model - GTS Model No. RE85R3FD butyl joint sealant between 3/a" concrete wedge concrete and lid anchor bolt - 4 ea. finished grade j \ 12" P _ _ ► ` manhole \\ 4' minimum flattop water o j water or ° : 5' minimum sewer \ sewer 1 "x 1" x1 /4" brass nipple valve angle iron ball valve (bolted to ° corp. stop / riser & valve) ` saddle man hole riser / / 8"x8"x16" / ����� •'•.'.'.'- solid block .'...'.'.'.'.'.'.'. ...... ...... 6"" - ....::.'..:.'.'.':.'-':. ..-':.'.'.... - .:.....'.'.'..'.'.'.'... . ....1.. . . ..... . .. stone WATER OR FORCE MAIN LINE TO BE LOWERED AS REQUIRED TO MAINTAIN VAULT AT APEX WATER OR SEINER COMBINATION AIR RELEASE AND VACUUM VALVE VAULT -12- MAR 06 74 72 70 / IF 72 70, 19+00 20+00 . .... .......... 6 J z W 00 Lq > ..., - to ro Z x _. l ; =fnN a UJ U '^ Lo E wa Zoo+°p AWN^ !- N I i ! U 0 � ., f J f i § i 1 4 IFI t ` -_► ,_ ` j = _.r^^-.-._-m.._..._. ..__... WATER-1 s MA IN PROFILE SCALE _ ._,HORIZONTAL t "=. _50' . VERTICAL 1 "- _ .._.. 10' C9 0 M It k ` 0 Z F= Z cnr%j�r o0 � z o' Wm ON II II (nNor -HW� C)Wo F- 0zo +F-� ►_J--�€o►w- J o c.> —Zof F t (t)W3. F-a J0:: ZF- jQw v, : t-o UJ ww-- 1 wv 8" WATER MAIN SDR21 I __ ... fi 1 0 00 0 to Z V) ZLO ' 00 - in in N I 0 LO �N <tN I *NOTE: MAINTAIN 48" MINIMUM COVER OVER WATER & 36" OVER SEWER LINES, 1.0' MAXIMUM OVER PVC SEWER LINES. MAINTAIN 18" MIN ' F COVER AT UTILITY CROSSING. � ...... ___......, .__... __... ...___. ry L01 '0( Lo mot: rn l I ' 21+00 22+00 23+00 24+00 25+00 W -X _V)Q Co D0 0 ao Co o0 *NOTE: MAINTAIN 48" MINIMUM COVER I OVER WATER & 36" OVER SEWER LINES,' 10' MAXIMUM OVER PVC SEWER: LINES. MAINTAIN 1$" MIN COVER AT UTILITY CROSSING. 0. o cri, D of _ 0), CO 10+00 11+00 SEWER MAIN PROFILE SCAL PRIVATE HORIZONTAL 1 "= 50' ^ VERTICAL 1. 10' � N D O dam- O) F-000 0 0 orr II II If X o ^ o i n o 0 of w ©= oozZ-o... _.-., Z 0.._... o Co oo_.... _ mo . o ollao�»; �r7 U I Ca aoo� for N�II =o o ZZZ M+o-r ►►_ of v +_F- (L zo W0-30o Nil =-t(2) ornr` II =ao_ wooer itZO)N00 �o': W 0; r I �+ Zo w` uo i¢Xo jxxx xxx �t3o c'+oz ''' " wao> F-wo <n..F z....� c~ncwnv~i of wwc�zZ0 WF - cn3 V) cuni r79LF 2.13� I L= ;42,10LF r O� 4„ pV 0 10+00 11+00 V fVICKiZ11 12+00 WA TER 2 MAIN PROFILE SCALE HORIZONTAL 1 "= 50' w VERTICAL 1 " 10' Z o J '0 u J Z J 4 o_...._....._.__..._ U QN+ aN 3: ! f t rn? 0 QD O O r- r' �I J 26+00 27+00 28+00 29+00 740 1 MF.Ti' I 700 1 .:I ■ M ■=11111� I I V I= r% Fwft FlIum G WAREHOUSING I LOGISTICS I DEVELOPMENT 1 346 PLEASANTS DRIVE HARRISONBURG, VIRGINIA 22B01 PHONE: (540)433-1900 FAX: (540)442-1632 E-MAIL: INFO@INTERCHANGECO.COM Date: Feb. 25, 2009 Scale: 1 "=50' Designed by: NWB Drawn by: NWB Checked by: RLB II V n (� 0 E 00 � U N N Q C 0 > 0 3 LLO 0 N m o ,� W w o o m c0 rn d = U) L v w w = z 0 o_ 0 I N N 0 W z C) � 1~ 3 z� J 4Y� 00 _ Revision Dates F— Z LL, LLJ U Z CQd O r LJ LLJ 0 > 00 —� _m lz 13_ cV LL �— LLI 0 ® > (� Z I— QZ IL Ca 2QLLJ L'� Q LJ L LJ m w�y a' Z O W fF-� V ! (0 U) L) L LJ M W = ZJ Q � U LLJ I— Lil Q Z Drawing No. 5 of 12 Sheets Job No. 1559—BB MAIN STORM 1 740 u') SCALE CO Ln to 4 ' q 1 q,1O e HDPI"E jol.25LF 15,3LF 0 0.16F%OF 24- H PE 175.WLF 0 Wio% OF 4" HOPE 175.00LF @ 0.10% OF 18' HDPIE 175.0 LF 0 0.10% OF 118" HOPE 10+00 11+08 12+00 13+00 14+00 15+00 18+00 17+00 740 MAIN STORM 1. J SCALE HORIZONTAL 50' r Ono ocoo 00 72 0 700f ------- 'CIO 7 041 U 7 U 7 0 11+00 12+00 13+00 14+00 15+00 lO+UO *u MAW STORM 1.51 (1.5-1.9) Or- ui ------------ OF 15" HOPE 00 1-4 740 it moo OZ RCP OF 15" RCP OF WX23" 700 OF 1 4"x23" RCP 10+08 11+00 12+00 18+00 11+00 �� � ����� STORM ���� ������FILE SCALE U HORIZONTAL 1~= 50^ U ERTICAL " ` 72 70 10+00 11+00 12+00 13+00 14+00 ' MA IN' STORM 2 1 -60 (2.1-26) SCALE of 72 70 ' 6,6 00m it ro Of 10+00 11+00 �����T �� �� �� ��i����� STORM ��^�� �� ^� ^� v� � ��.���_��° � � � � SCALE HORIZONTAL 1~= 50` VERTICAL 1°= 18^ .49 17+00 10+00 -^^ /14 NOTE: 1. LENGTHS ARE FROM CENTER OF STRUCTURES, ACTUAL LENGTHS WAY VARY. 2. INSTALL VDDT Std. |S-1 INLET SHAPING IN ALL STORM DRAIN INLETS. 3. D|-1 GRATES TO BE VDOT STANDARD (PG. THE CONTRACTOR 000ORDINATE WITH VDOT INSPECTOR TO MILL OR OVERLAY EXISTING PAVEMENT PRIOR TO PLACEMENT OFCG-0. AND ORDERING AND PLACEMENT DI STRUCTURES | (SEE PAVEMENT WIDENING DETAIL ON SHEET 2) | 72 70 11+00 12+00 13*00 ' (000 04 ROOF ISOUTHERN 14+00 15+00 16+00 co 000 OF 1-4 18+0& 18+0& Date: Feb. 25, 2009 Designed by: NWB Drawn by: NWB Checked by: RLB III 41 OD Revision Dates ry LLJ LLj LLJ � � Job No. 1559—BB LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts DIECAST TYPE IV, ONE 250-WATT CLEAR A 16 KAD 250S R4 SHORT, CUTOFF LUMINAIRE ET-18 HIGH PRESSURE SODIUM, HORIZONTAL 91120302.IES 30000 1.00 310 POSITION. DIECAST TYPE IV, ONE 250-WATT CLEAR C 16 KAD 250S R4 SHORT, CUTOFF ET-18 HIGH PRESSURE 91120302.IES 30000 1.00 310 LUMINAIRE SODIUM, HORIZONTAL POSITION. ONE 250-WATT CLEAR E 10 KAD 250S R2 DIE CAST SHOEBOX ET-18 HIGH PRESSURE 93091103.IES 29000 1.00 310 SODIUM, HORIZONTAL POSITION. STATISTICS Description Symbol Avg Max Min t T`E 1_. 0.6 fe 6.1 fc 0.0 fc i Arm-Mounied _ Flat Lens Cutoff Area Lighting Intended Use KAC reflector is optical -quality aluminum that works in tandem with a light -diffusing ERIff AD For parking areas, street lighting, walk- prismatic lens. ways and car lots. Electrical- Ballast is high -reactance, high C[717tQUi a Features power factor (70-154W HPS,104M &150M) or high power factor constant-wattago au - Housing - Rugged, die-cast, soft -corner totransformer(175-400W MH&HPS), Bal- aluminum housing with 0-17 nominal wall last is copper wound and 100% factory diickness. Extruded 4" soft corner arm for tested. pole or wall mounting is standard. Finish - Dark bronze (00B)corrosion-resin- Door Frame KAD die-cast door frame tant polyester powder finish (DOB), with has impact -resistant, tempered glass lens other architectural colors available. which is fully gasketed with one-piece bonded KACdie-castalu Socket -Porcelain, horizontally (position) �� tubular silicone orientedrnogul base socket(t00M&t5aM s ninon door frame has prismatic, impact are medium -base) with copper alloy, nick resistant, tempered glass, drop dish acryl- el -plated screw shell and center contact � N is lens or drop dish polycarbonate lens. UL listed 1504W-600V. 4KV pulse rated. Doorframeisfullygasketedi,vithone-piece tuhularsilicone. Listings ULListed {standard}. C5A Gert fiedorNOMCertified iseeOptions).ULlist- Optics KAD reflectors are anodized hy- ed for wet locations- IP65 certified- droformed and segmented aluminum. Four cutoff distributions available: R2 (Road- way), R3 f Asymmetry II R4 i Forwa rd Throw) and R5(Symrnetric), Segmented reflectors are rotatable and field-irlterchangable. Ordering Information Example: KAD 400M R3120 SPD09 Designation Distribution Voltage Mounting CptimisfAcressories Hiah Pressure Sodium KAD Hydrofnnned Reflectors 120 Included Installed KAD 70S R2 Type II ioad::•ay zoo, SPD04 4' square 1I aril{' i,suLl LPI Lamp ineluilk HAD 109S R3 Type III asymmetric 240t SPDO9 9' square pole arm SF Single MSR, 12OV, 277V, 34Rr (I TR) KAD 150S R4 Type rd forward 277 RPD04 4' round pole a11114 or Double fuse, 203'V, 24011, 48DV inla T6} KAD Z509 lhraw, sharp cutoff 347 RPD09 9' round pole arm PER NEMA heist -lack rscaptacla only Inn KAD 400S RI Typo V square 480, WWD04 4' veood pole or wall'( photocontrol) Metal Halide Scumentcd Reflectors TR' WW009 9' vmod pole or .•call D,RS Quarts restrike system 125W max.. HAD 100M SRZ Type 11 asymmetric WBD94 4' wall bracket 120V lamp not included)5 KAD 150M SR3 Type III asymmetric WDD09 9' wall bracket PD Power tray" KAD 175M S114SC Type IV forward Shinned separately WTR Terminal bock° KAD ZOOM] throw; sharp cutoff KMA II arm adapter EC Emergency r,41mil KAD 259M KTMB Agin mounting bar SCWA Super GWA polar: sla,l llall8s] Ilya wilh KAD 324 1 DADl2P Degree ann (pole{ oily Itoots or 175141) KAD 350M1 DAIII Degree arm (t1,+a111 CSA GSA Certified KAD 400M NOM NOPA Certified (consult factory) f0' aeiorel Brchiwca9al c0 ar+; sae 039s 4"5. Shipped separaielv7 PE1 NEIN twist -lock PE 02OV-2401Il1 PE3 NEIN na+ist-lock PE 1347Vi PE4 NEII twist -lock PE 1480Vj PE7 NEIAA Parisi-Inck PE 1277V) SC Shorting cap fnr PER option HS House. -side, shir:hl (112, R3,. III (SR2, SR3l, KADVO Vandal guard KAD NG Wireguard IN 111-4 1 Ivl�st as ordered :+,ith �C:YYH. Dml0ial tcenti-t-) ur less of to ru: ise ,a ted. a r nsultfartn y4,ray. il06il'tyln C:B,a.ly. 77 i�",.InCcnera 3 motor:Amu47V; Kam, FF., 1.2 F'1.11tr9 '� 1ip9!(1TOU;7CaS/,769U; 170V.27R+, 34?N:6',ipsas12nV:337V. 4 SPDN, RPD09 o1 VOwD49 vus-II-dlnI III.,,-inai es Sc-tare tT:2 t#4.5, `•., .- - _1_ ate arterael or II Dh1R5 or DWI ddllllg patwr. He"ght 7;6;13.t1 5 QRSMsvai eb sir seleatwat-s. 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mmilI 10.1• b.1 A!P I b.t�lM �.t bt b.,-ilhr•ib1-,Rt 'b.Ill. 11 .1 '1 'a. 41q, • p1 , o, b., 'b., 1n, b 1 b 1 b 1 b 1 'I %., 'I 10.1 b.i 'Si 10.1 b.i 0., Oa b.i b., b., 0., b.i b., b, b., b., b., b., b.i b, i • �"" GRAPHIC SCALE 60' 0 60' 120' U100- SCALE: 1 "=60' LIGHTING NOTES: 1. LIGHTING TO ADHERE TO FREDERICK COUNTY STANDARDS. 2. FIXTURES ARE TO BE FLAT -GLASS, AND CANOPY LIGHTS ARE TO BE RECESSED. 3. LIGHTING FIXTURES MAY BE ADJUSTED ON SITE BY CONTRACTOR IF NEEDED. 4. CALCULATIONS ARE MEASURED ON HORIZONTAL PLANE AT GRADE. 5. LIGHTING FIXTURES TO BE TYPE SHOWN OR EQUIVALENT. LEGEND 0.25 0.25 FOOT CANDELS 0.5 0.5 FOOT CANDELS 1.0---- 1.0 FOOT CANDELS 2.0----,.- 2.0 FOOT CANDELS 5.0 -- 5.0 FOOT CANDELS 10.0--- 10.0 FOOT CANDELS N _ E_-_ HIM , =r% C WAREHOUSING LOGISTICS DEVELOPMENT 1 346 PLEASANTS DRIVE HARRISONBURG, VIRGINIA 22801 PHONE: (540)433-1 900 FAX: (540)442-1 632 E-MAIL: INFO@INTERCHANGECO.COM Date: Feb. 25, 2009 Scale: 1 "=60' Designed by: NWB Drawn by: NWB Checked by: RLB II +0� OD Q 0 Revision Dates 1..:� LLJ Z U 0 LLJ o m > 0000 Z Q cl:� WN F_ 0IN C Q Z C.�LLJ= Q c� Z F-- w Q W m Iz =o F- Z o w M J L Lj = 0 Z Q U LJ F- Z Drawing No. 7 of 12 Sheets Job No. 1559-BB LANDSCAPING SCHEDULE PARKING LANDSCAPING REQUIREMENTS I HLES GREEN SPACE 30' '34=' QUANTITY AREA TREE RATE GREEN SPACE RATE TOTAL AREA REQUIRED,' REQUIRED O LABEL BOTANICAL NAME COMMON NAME SIZE SITE/BUFFER — O,� , ., , TOTAL IMPERVIOUS 1/5, 000 SF >100 000 494,910 SF 129 '; \ 1 ZELKOVA SERRATA ZELKOVA 2" CAL 13/0 PARKING 1 TREE/10 PS 5% OF AREA 13,121 SF 5 656.05 �3.3' SF *NOT PART OF ORIGINAL PLANTINGS. TOTAL REQUIRED 134 65S 05 TYPICAL VEGETATION BUFFER SECTION ACER RUBRUM RED MAPLE 2" CAL 21/0 TO BE ADDED TO ORIGINAL IF USED. _- TOTAL PROVIDED 134+ 660SF+ SCALE: 1"=10' CUPRESSOCYPARIS LEYLANDII 4 EXISTING SLOPE R HUMUS TO BE LEYLAND CYPRESS ROTOTILLED INTO 5 I ? ; , �.` �; � SLOPE CONCRETE MOW STRIP p Q TOPSOIL CURB, SIDEWALK, OR PILAUS STROBUS ( WHITE PINE 4' 63 2" MIN. MULCH `r 4 t �% °` 112" PER FOOT FINISH GRADE 7 CERCIS CANADENSIS Jl 6-8' B&B 1 0 , l � WATER RETENTION �- �� SET TOP OF ROOT BALL EASTERN REDBUD 2" CAL / '+ �� 1" ABOVE FINISH GRADE t' S BERM FINISH GRADE— s 2:1 TRANSITION ,a 1 <; �, PRUNUS SERRULATA SNOWGOOSE' SNOWGOOSE CHERRY 2" CAL SLOPE ' '' �' ' ` ! ` \` �� 1, 1 T a WHERE SHRUB PLANTING OCCURS: �, ! 12 INCHES TOP SOIL AMENDED — ' � a �- PLANT PIT WITH AND 1 INCH HUMUS I\ r-� FERTILIZER TABLETS �,' ,� a BACKFILL ` t ANGLED SIDES CHAMAECYPARIS PISIFERA FILIFERA UREA NANA' GOLD THREAD FALSECYPRESS 36 92/0 ROOT BALL `r COMPACT BASE ROOTFERTILBALL R TABLETS SHRUB PLANTING ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY HOLLY 36" 1 17/0 AMENDED COMPACTED 3 x ROOTBALL 3 x ROOTBALL BACKFILL AMENDED AREAS —SOIL PROFILE 32-�42 TREES BACKFILL BIO—RETENTION 10 TREES AND SHRUBS PER 1,000 SF OF BASIN AREA PLANT PIT WITH COMPACTED AMENDED NTS 85-96 SHRUBS LNI MIN. 2.5% OF THE IMPERVIOUS AREA SEE ESC BOOK RECOMENDED TREE & SHRUB ANGLED SIDES BACKFILL IMPERVIOUS=9.5ac. — 10,353sf BASIN 127 TOTAL (2:1-3:1, SHRUBS:TREES) I BIO—RETENTION 10 TREES AND SHRUBS PER 1,000 SF OF BASIN AREA 28-37 TREES SLOPE PLANTING SHRUB PLANTING DETAIL MIN. 2.5% OF THE IMPERVIOUS AREA 74-83 SHRUBS NTS NTS IMPERVIOUS=9.5ac. — 10,353sf BASIN SEE ESC BOOK RECOMENDED TREE & SHRUB 111 TOTAL (2:1— :1, SHRUBS:TREES) o I 1 ` I 1 op ry 1 I I _ _ I , I I _ , > � I e m` I { i ! r r E, c r yW s 3 ..:. 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'r " 1.1 +r £: 'f ^r -£ ♦ L% ,: ,. r. r.: 1, :rr!, ., ✓, r r ., r,r£ f.. £, •. r, rr, -`!.. :'i:i ,�.t. ,✓ ,'`r' �.•f 'f > , t - � / , , yam;. ^�'. ,�, ,,rr. ...,'J _ ,.�:- , � ,: � , ,, i^ ! f `' `'" r-G. .�' / �!d"^• LL— — — —,.—- —_ —_ ——_ ----— — — — — — — — — — _----"— I I ♦♦♦vI — — — — — — \ /------------ -} — �♦ / I M GRAPHIC SCALE I I 50' 0 50' 100' I / SCALE: 1"=50' `TREE (MULTI —TRUNK) SET TOP OF ROOT BALL NEW RUBBER HOSE 1" ABOVE FINISH GRADE SNUG AROUND TRUNK AT CROTCH 2' MULCH 30" LONG 3/4" PVC GUYING CABLE FERTILIZER TABLETS 2" MOUND FINISH GRADE DEADMAN — (3) GUYS AT DEPTH EACH TREE MINUMUM- - AMENDED BACKFILL COMPACTED AMENDED BACKFILL AUGER AN 8" HOLE 6' DEEP 3 x ROOTBALL o1 OR THROUGH THE HARD PAN. D (BACKFILL WITH AMENDED SOIL) �8" PLANT PIT WITH ANGLED SIDES AND SLOPED BOTTOM TREE GUYING AND PLANTING DETAIL NTS TREE STAKES —�►�� r NAIL OR STAPLE i L' y�- i� 1 J .•C 8'-0" TREE STAKES r TREE DETAIL RUBBER HOSE WITH WIRE INSIDE 0 TREE BASE PROTECTION SET TOP OF ROOT BALL 1" ABOVE FINISH GRADE 2" MIN. MULCH AMENDED BACKFILL 2" MOUND FERTILIZER TABLETS FINISH GRADE ROUGHEN SIDES AND BOTTOM OF HOLE q I + ROOT BALL \ AUGER AN 8" HOLE 6' DEEP OR THROUGH THE HARD PAN. 8 PLANT PIT WITH (BACKFILL WITH AMENDED SOIL) 3 x ROOTBALL ANGLED SIDES AND SLOPED BOTTOM COMPACTED AMENDED SOIL TREE PLANTING AND STAKING NTS BIORETENTION AREA LIMIT FLOW LOW CHECK DAM rAM"O' DAYLIGHT 4" DRAIN TILE , 0 10' M 15' MIN, 1 ( BERM T FLOW ■1111111► SWALE A' PLAN VIE W NTS 3:1 MAX. (TYP•) s i MAX. PONDED SWALE — f '` WATER DEPTH K (6 INCHES) / r P MIN 6.0" CC?EIER /2.5'MIN PROPOSED GRADE U 4" DRAIN TILE W/ BIORETENIN SOIL FILTER 0% SCAND FABRIC AND SECTION ' A —A 8 x8" #68 STONE 30% OMPOST NTS 20% TOPSOIL BIORETENTION AREA BIORETENTION BASIN ADJACENT TO A DRAINAGE SWALE NTS LANDSCAPING NOTES: 1. LOCATIONS SHOWN OF TREES AND PLANTS ARE APPROXIMATE. EXACT LOCATIONS ARE TO BE FIELD DETERMINED BY LANDSCAPER. N 2. TREES ARE TO BE PLACED MINIMUM OF 10' AWAY FROM WATER OR SEWER LINES. 3. 6.7AC t WILL BE LANDSCAPED. 4. ALL PLANTING SHALL CONFORM WITH §165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. 5. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. 1 W A R E OUSINN G I L O G I S T I C S I DEVELOPMENT 1 346 PLEASANTS DRIVE HARRISONBURG, VIRGINIA 22801 PHONE: (540)433-1 900 FAX: (540)442-1 632 E-MAIL: INFO C@INTEPr-HANGEC❑.COM Date: Feb. 25, 2009 Scale: 1 "=50' Designed by: NWB Drawn by: NWB Checked by: RLB II Revision Dates L L1 I_ Z LLj z 0 Z ~ D W o EnJ > co Q N L`1 . _ o a r) Z I— Z <t z C UU Q LiJ W m U Z — O 0 V) z Lt M W � Q Q —� LJ = Z TQ 1 U LLJ Z Drawing No. 8 of 12 Sheets Job No. 1559—BB C (Q S Cu z Q Q 0 N Lo N N m a m Lo X 0 m m CD Ln Ln 0 0 N U jo ■!TT1�i111 8" stor 48" min. 8" 24" select back -fill 6" 1/2 O.D. 6" CONCRETE CRADLE nnru+ral harirfill STANDARD concret 24" select backfill 6° 6" All backfill to be compacted to 95% of ASTM D698 maximum density. ^w^•^' hackfill 24" select backfill 6" 1/2 O.D. "stone 6" CONCRETE ARCH nan rnl ha Vffl 24" select backfill 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- MAR 06 2" custom setter cast in place access (meter by FCSA) door, centered in top (see note 1) meter interface unit (see note 4) varies at property line 2' max. standard flat top (see note 2) for 4' diameter manhole concrete pad 18" dia. x 6" deep finished grade 1 d a 4" stone ---.. ° -- roadway box 3' riser section for 4' 4 2" CTS polyethylene 27" - 29" r- diameter manhole tubing (PET) 200 psi ° 12 with cutouts w/ SS inserts at all :. d•6 nn i co ect ons 3' min. n saddle with corporations to P water main ball valve curb stop with PJ - (CTS) both ends with 2" gate valve operating nut VIA 2" min. .:.:�6"'stone support blocks beddingsolid under custom setter 12 gauge solid insulated copper wire for line tracing, P coupling u li J X FiP co taped at 10 foot intervals MIP plastic plug NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 in traffic - model n . H1 R2424 b off a area ode o } 2. Water service crossing street shall be encased in SG H 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk across street 0 o y , to one foot beyond sidewalk. 3. Install 12 gauge solid insulated copper wire (for line tracing) from corp. stop to into the meter box I wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve; terminate with 12" tail piece]. 4. Meter interface unit requires 1 3/4" diameter hole. CUTOUT DETAIL (typical) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 1/2" and 2" METER INSTALLATION -8- I '- Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL SIDE JOINT LARGE SIDE JOINT PVC DIP 6" 8" 10" 12" 6" 8" 10' 12' 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 -- -- 20 40 10" -- -- -- fii -- -- -- 20 REDUCER L ws: L I L t J f In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8" 10" 12' 6" 8" 10" 12' 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- MAR 06 concrete pad 18" dia. x 6" deeper ,- finished grade 4" stone screw type 48" min. adjustable location marker valve box restrained joint_valve stone restraints to main .�;. 18" to 24. 8"x 8"x 16" solid block for 12" valve 6" thru 12" xN:'c c.oncrete pad 18" concrete pad 18" dia. x 6" deep -i r--finished grade dlia. x 6" deep 4" stone screw type adjustable Note: valve shall 48" min valve box be bevel gear type valve restrained to main ::. 60" min. over -excavation :.?.. .................... %f'i"� ............................. `stone 8"x 8"x 16" solid block Water 14" thru 36" GATE VALVE JUN 06 -9- 4" stoned 24" min. Note: valve shall I screw be spur gear type type adjustable l valve box valvem�^ss restrained to main 8 x 8"x 16' solid block Forced Sewer MAR 06 �•+ Lr-_-{_ Lr -{ In addition to restraining each joint of the tee, (1) any joint Lb that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall I be restrained per a tee's Lr and a 450 bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 101 20 20 1 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PiPE (Ft) FITTING PVC DIP DEGREE 6" 8" 10" 12" 6" 8" 10" 12" 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 -3- i" dia. schedule 40 steel pipe filled with concrete 3 and painted yellow finished 7, grade S }. 18" dia. concrete / encasement `fir as required finished grade 2'° min. - 6" max. stone 0 BOLLARD DETAIL DOWN BEND DEPTH 4 MIN. ill Ld DOWN BEND RESTRAINED LENGTH finished grade L u� Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SIZEIIYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) S1ZEITYP£ DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/01P 45, 22.5 & 11.25 20 20 10" PVC 22.5 & 11.25 20 20 8" PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12" PVC/DiP 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12" PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12" DiP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 MAR 06 -4- NOTE: Wee holes shall not be subject to being submerged, If P s l 9 9 installation is in an area having a high groundwater table the 9 Authority's engineer shall be contacted for hydrant relocation. stone to be minimum of 6" above top of base stone inint pad V-6" dia. x 6" deep V' 4" stone screw type adjustable valve box ,- locator marker FIRE HYDRANT ASSEMBLY -10- mechanical joint swivel tee with 6" branch APR 06 MAR 06 top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" finished grade \ 1' 6 r 24" min. clear opening min. above grade in undeveloped areas 9 P ) square skid pad 6" thick 1. around manhole frame in developed areas 3/4'" x 2" butyl P E-- a joint sealant adjustment rings 35" max. (11" max.) 24" min. in undeveloped areas 3/4" concrete anchor 4 bolts (4 each)CNI ;I- 0 4 . o 4:. concrete ASTMG-150 finished 4000 psi 4 Q grade .e 121or16' yP•) exterior of all sections to have waterproof coating d°.. 1" nominal size butyl joint steel reinforced , sealant applied between polypropylene steps ° joints and on exterior side ° of joints joints are to be sealed with "0" ring gasket <. ' variable 4'-a' 5" 4 - pipe to manhole ° connection to be - • 6 by flexible sleeve invert channel to provide a ! 3' 0" min. smooth transition in to ou#, for all connections a 2'-0" max. 4'-0" max. __:='^'i P to of bench to be ° . ; ' : {: ° precast invert or grout bottom to form channel p/2 same elevation as top 6" of pipe •4e "'.g• i o v• Z° ° 4. 'a d .. _ .4 - _ o_ - A. -w o O :.� w de d d 4 _ .d 4_ 6" stone:.....:.:.:..::::..::.::.::.:..::.:::.:.:.:..:::.:.:.:.:.::.:.:.:.:.:.::. r...:. bedding NOTES : 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be flush in top. 6. There shall be a 0.20 foot drop in elevation through the manhole. STANDARD MANHOLE -13- MAR 06 Date: Feb. 25, 2009 Scale: NTS Designed by: NWB Drawn by: NWB Checked by: RLB ll 0 (0 E ONO °v as 4 N p U) v C E `may. L_ L IlJ a > ,n N m w o o m c0V) *LO - L � w w = z 0 JI 0 N N 0 w d Revision Dates ry LJ Z W U ,^ V J_ 7- La : w o Q m > 0N0 CY_ CV LLJ 0 O Z r)-- H Q Z Q V W rY Q V (D l' Z CL F- Z (n 0 jJJ LJ _ 0 W W 0 Z Q LJ_ _ U LtJ Z Drawing No. 9 of 11 Sheets Job No. 1559-BB 2 A EXPANDED STEEL MLg" It LA, I LNLI BEVEL SLOT DETAIL 4PETIIITTCO FOR CASY FORM REMOVAL) A ISOMETRIC O I 4., X a. ' ti .yam MN. STEEL OR - ALUAUNUM OR STEEL 08 INCH MIN. RIVETS OR DOLTS ALumiNAIM f'Li T£ - - COMPATIBLE W rH POST MATERIAL: U-TYPE ROLLED RAIL STEEL POST AT 1.33 L85./FT- ON ALUMINUM ALLOY bQ63-16 78 LBS,/FT. ..�.x.- SECTION A -A PIPE I.D. SLOPE OYIEl4SK1?NS CLASS CONCRETE CUBIC YANR4S L FA 4" 2:1 2° / " r-2 " 0.17 4 ' 4.1 4'-s` 1•- !yx 0.26 6" 24 2-10/2.-1 1'-5 " 0.21 4.1 - 3" r 3Y.. 0235 UNDERDRAIN OUTLET MARKER DETAIL NOTES) I. TYPICAL ENDWWAL.L TO BE PLACED AT THE ENDS OF ALL LW*RDRAIi OUTLETS. SARRRNG LOCATIONS PWHE RPEN CDI ULAR 4 IROADWA AM FLUSH WIT THE5T RES. ENDWML T13 9E oN5TNLED 2 OUTLET PPITES SHE" dR MMG TNOONPPEERFOR tT D. S40o TH-BORN. PIP1:, MEE.TWO THE. REOWRiMENTS 3. ExF'AMDDO STCEL ME:,1I 1FLATTCNMI SIOLL IIAVE OMNINGS Of Ar4VOX.''/z" X V AND WC.IQII A4VA 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.. 5. STFFI Pft'RTS AND PP ATFS TO RF PANTrn oR rAt VANam W Arr.nRnAWF WITH THE BRIDGE SPECIFICATIONS. IF PAINTED THE FINAL COAT SHALL BE 140.13 ALUMINUM PANT Rf1AH) ANTI OR NO. 11 WHITE PANT. 6. MARKER TO BE PLACED AT ALL EW-12 UNDERMN INSTALLATIONS. MARKER WILL BE PAD FOR IN ACCORDANCE WITH SECTION 301 Or THE ROAD MI6 0400E 7. SPECIFICATIONS. ,nM STANDARD ENDWALL FOR PIPE UNDERDRAIN, Ir '04;INIA )EFARTME, 7 OF TRANSPOR-A-.-_IN 233 302 5D1 I -DI-1 STAV:DARO DI , f RAd'ACy TOP lM GRATC DI I r. I4 BARS 84" C-C /•' - "`� .4 NAGONAL UAMAGALII I TYYPICtA.dORfER$ C-10" 0uwrER DI-1, 1A PC ALTERNATE TOP - I-1-t LIB =-ns 0 NONE 1:i=1= =emu- 4..-10" - ...4:.,-ft,I RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" -6'' 2 5" 1w 2' 4' 181" '' - 2 21" 3,„3 4" 3-2" w DOWELS S80G GFIOUT 5 L AFIs 1 (WITHOUT GRATE) ��. -'f 163 LES.) NOTES: I. SEE GENERAL NOTES PRECAST FOR ADLMONAL DETAILS. 2, CONCRETE TO IE 4000 PSIMNNIMn.AA- NOTES: 1 RENWORCING STEEL IN ACCORDANCE WITH ASTM C-478. ASTM A•-497 'ONGUE AND GROOVE 4ANI TO LIE OF FABRICATORS DESIGN MEETING THE (WINE FABRIC) AND ASTM A-015 (RLINFOFROa,IG BAtSP, APPROVAL OF THE ENGINEER. A>N75 ARE TO BE SEALED WITH MORTAR, OR O-R?NG GASKETS OR EK; 7Y4- RUBSFR, 4- CONCRETE COVEN AND GRATE ARE TO BE F'URNIStco AS A SINGLE WRIT. . ALTERNATE ,DINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANDARD DI-1, IA FOR DETAILS OF FRAME AND CRATE 6. DIME.NSION'S SHOWN ARE LWMUIJ ACTUAL. DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANuFAC%ACR. SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 105 :'IRGINIA UEF-AR-V--%7 OF TRA.NS.F"3R-A-• A7 233 103.03 302 FE GENERAL 1. METHOD "A" PIPE REDOING SHALL BE USED FOR ALL TYPES OF PINE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H FIEGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR. TO FIRM BEARING SOIL. CIRCULAR PIPE L D ' OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3, X - WIDTH OF GLASS I BACXFIL.L MATERIAL BEYOND THE EXTREMITY OF THE PIPE. % - 12" WHERE 0 IS LESS THAN 36". X - IB" WHERE d IS SG'* AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEI IN4; MATERNAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS N DIAMETER WITH HEIGHT OF COVER IS'OR LESS. 5. REGULAR SACKFI.L MATERIAL MAY 8E USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOVNOATK)N TYPES FOR ROUTINE ENTRANCE PIPE tEXCEPT PLASTIC PPE) 30" AN? LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL ARID CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT MET (DII OUTLET PIPES MSTALLATI)NS- ELLIPTICAL PIPE' 1, S, OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 INSIDE SPAN DIMENSION OF PIPE. 3. R - OUTSIDE RISE DIMENSION OF PIPE, 4. X - WIDTH OF CLASS ISACHFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X 12" WI4ERE 52 IS LE55 THAN 36". X - 1B" WI4ERE SZ IS 30 AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BECOINC MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 30" OR LESS AND HEIGHT OF COVER IS' OR LESS. 6.. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOVNDATION TYPES FOR ROUTINE ENTRANCE PIPE WILRE S2 IS 35" OR LESS AA HEIGHT OF COVER 15'OR LESS. PIPE ARCH 1. S - SPAN DWENSION OF PIPE. 2, R ' RI9 Dri£NS14N OF PIPE. 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS IAACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. • 12' WHERE 52 15 LESS THAN 36". N - 18" WHERE S2 IS 36" AND GREATER 5' WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOLOATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15 OR LESS- 6- REGULAR BACKFILL MATERIAL MAY EE USED IN LIEU OF CLASS 113ACKFLL MATERIAL FOR ALL FOLINOATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS S`E.II:4,lM irfftL'K.f NEW.1/04 GENERAL NOTES s z 107.00 1 ARGINP^ P,Ni_%iE5- )F TFiAtiE?ORTA-0N _ T-D1-3,� CURB DROP INLET THROAT SECTION s� gTANDARD IC-2 } � FRAME AND COVER 20 *4 BARS.., d -d +3 BAR 4P4 tlAHS-�. .r' �•. 2 OF 2 VOR ALTERNATE DETAIL. MN FACE BLOCK SFF SHFFT 2 QC 2 FOR ALTERNATE DETAIL. ALL RID ^Ali, 65 ON £ =4TII W,44 BARS # 3 BARS 04 BARS NOTES, 1. SEE GENRERAL NOTES - PRECAST FOR ACUTNONAL OETALS. 2. CONCRETE TO BE 4000 PSIMfIiIMUM COMPRESSIVE STRENGTH. 3, REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 FOR RENFORCNG BARS. 4- REINFORCN4 IN ACCORDANCE WITH ASTM A-105 FOR WELDED WIC ASH. S. DIM€NStONS ^ )WIN ARE MINIkNNIi. ACTUAL DIMENSIONS MAY VARY WITH MMA)FACTURER. 6. Tk4S UNIT MAY BE USED WITH ALL STANDARD R-3 L DH-4 CURB DROP INSETS. I. EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS (+3 UNIS7 CAST IN FACE AS SIKOWN. 1TIiCSE LOOr-, MAY BE USED FOR LIFT. NO FOR TEING IN THE POURED W PLATE CUTTER SECTION. FACE BLOCKS ARE TO BE SEALED WITH GROUT OR POLYSULFNDE SEALER. 8. STANDARD ST•I STEPS NOT RECED IN THIS TOP UNIT. SEE ALTERNATE NOSE DETAIL. SHEET 2 OF 2 7 ♦3 *4 \ t BARS 31 HAR, LOCATION DF HOLC TO • '�`"'t L-r' DEEP NOTCH VARY ACCORDING TO TYPE SLE ALTERMAT FOR INTERLOCK OF INLET CONSTRUCTED, DETAIL R 1I 'JARIES WITH{ MANUFACTURER TYPICAL MINIMUM BAR REINFORCEMENT W_. I7 2Y 2- BA RO BARS ENTE SMOC'� W-20 BARS ON 4" GENTETcS. W 20 -4 e4 DA5 _ �2 111-20 w W 11 .' f '' 1-0 2'-0" H W .,It .E• W-20 W-1171". W 20 212" LOCATION OF HOL.F TO: W2 •,' D- -P NOTCF@ VARY ACCORDING TO TYPE FnR INTERLOCK. OF INLET CONSTRUCTED. MEET IOF 2 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT STANDARD PRECAST TOP UNITS £V. 3/03 VlmK,INIA JEFPAT.M-crlT OF TRAN5PC)RTA ;:•v 103.05 RECOMMENDED MINIMUM HEIGHT CHART 2 PIPE SIZE H DIMENSION CONCRETE PPE t5. Id>" 4•-V1 21" 4'u3 � r Z D C; °d to Do 12" 4' _4", 15" 4'-71✓�" 2 4" 5,_5. am p �151 a 'm 1k` Lys d 12' 4,_4„ 15" 4'-7 4" t8" 4'• 10/2" 21" 5'-1Y4" 24`. 51_5.. 27" 5'-81/4" 30" W-2A` „ 6,_S„ 42" r-31., rptcwfcamm RITL1#a 105 2" 302 T-DI-3,4 -Sl"ARD IC-2 FRAM AIi COV€R 0/4 f rI PRECAST FACE LK� O M 3 $AIRS 1" a.dl ,. PRECAST THROAT 2°' 45• I - �A- 2/2" I, ■ 6% ", P ' CAST FACE OF BLOCK 2" 6" ISOMETRIC CURB DROP INLET THROAT SECTION 4 ALTERNATE DESIGN` EIARS "1t---: I. n r m _- 3fI" x IL" HOLES EACH END Mt .e PRECAST L/,�" / SEE NOTE I -I I FACE CF RI nr.K ! j l 1 Or f BCC LINE r` RADIUS ft' ' 1� NOTE: 2" I I DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJECENT CONCRETE. I I ALTERNATE DETAIL FOR FACE BLOCK ------2'------ DETAIL A (NOSE TYPE B) PLAN CLIMB Lt'a- .. a„ MNrlMprrA '� ._ 21 ARM LI C J : 4" NOMINAL 4"' ;t` �` 4a• �� �` _ .. - - - - - - - - - - - - - p Y [ DE AI- FOR 2 I - .1 I 4„ +.I 4" 4. a - - r _ - - - -, DOWEELINGG TO CURB L FACE OF BLOCX BACK VIEW END VIEW r NOTES: ALTERNATE ALTERNATE NOSE DETAIL B 1. 2" x 4" NOTCH MAY WE FORMED WITH STRAIGHT SIOE5 IA;nRI:I: DETAIL A )DES OR TAPERED SIDES WITH RADUS, 2, ALL DiTAILS NOT SHOWN TO BE IN ACCORDANCE tFOR USE WITH MOUNTABLE CURB) WITH SHEET IOF 2- 5iIELT 2 OF 2 SPECIFICATION REFERENCE STANDARD PRECAST TOP UNITS >os 233 VIRCIAiIA ''_PAR7MEFNT OF TRANSPORTATION 302 103,06 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FLL:- , TOP OF ftl t_ FOP a -I . - f '.:kt...AND L H�-- - _ GROUN13 LINT' t.T_�P'"---�-. -- ..-_-- Ft011cv "-'"'""--- - - _ � GID INN MiILF s rrrrr rssr rrrrr r ter. ,- srr✓rr ss l rrr ✓r-✓1.rrr 1s ✓ri ✓✓r ICI( OR r s r• D•12'" �I /r, ., -11 r r F-DING EARTH SOIL D/2 I = 1 D/2 ) BLODNG Ell MATERIAL MIN. 1/10 D I I I - . MIN. 1/10 rt I ' I ' ING 1 Fes- }-s� Y MIN- ` C D TI MATER;,t OF HR x IAprERiaL - N1F 7f D 1 % t+F- MI1'MN. 2a FOUNDATION 'SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAD{, ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE M'MN. 1.5 x 0 -A MN 1.5 ■ D 0.4 +dud + :°- x ' MAN, 1.5 . C MIN. sS x D I 'AN. '.5 � TOP 0& TOP OF FILL Ftlt � TOP OF SILL "°'-;� --H rrrrr rrsrrrr i'r+' � _ rr rrrrr � � � .r� . lam"' - _, � rr'r .e%+,its � T = rrrri rr..ri rrr.+ _ 1seJ'r"!r•rr�rr'rr I//f..�iJ/I<Jrrf rirfrrrrirrc sr'rrrirrsrrrr .�." rr ✓rr if���f / � _,�✓f�f� rir rrr ���{,r >jsi✓r✓rri.ir ,err✓✓✓✓,irsi D•12" I r �i •` r/ L 12_ r✓/r GROUND -12" - !/fld/rrsr ,+ir!✓fr'rh+ rrrrr!�?r , rrre'rrrr - GRQU rf/fJ�/ . - ✓ l LINE r'ss'ii .. /,+d/•i✓ LINE - d - NE _ O/2r ' _ D/2 r _ C/2- L ,. .. I EARTH 1-3 - ".z �- ROCK JR r° / 4 MIN. 1l IO D X �-•-BEGOtNC 4-D X MAT€R`.& MINI.1/10 D - UNYIELOINr - .SOIL„ -'•:�ki.•1 J0 "D6tNC z MAT>HIAL tiL NORMAAL. EARTH FOUNDATION Of H MIN- fill, ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX .24" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MNATEWAL N ACCORDANCE WITH NOTES* SECON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS s BACKF�_L MATERIAL IN ACCORDANCE EXTENCED TO 12" ABOVE TIE TOP OF THE PIPE, WITH SECT' IN 302 OF THE RDAD ARID BRIDGE WT SPECIFICONS. FOR GFNFRA NOTFi ON PIPF wOFi1NG, Srr tMLSTAN I ATIOIN OF PiPF ril VFRTS REGULAR BA KFJL4. 'MIATERIAL IN ACCOROANCF, AND STORM SEWERS GENERA. NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRJDGE SPECIFCATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REOUIREMENTS FOR CWSHER RUN EM$AWMENT AGGREGATE SIZE 25 AHD 26 MAY BE iAED IN PLACE OF CLASS I BACKFLL: SLEET IOF 4 INSTALLATION PIPE OF CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL -METHOD "A" ,_L,, ;3/Q .... NIA DEFARTME4- 0,- TRAN•rSPORTATIO! Ii, 7.;11 I... I PIYY . ICI■■■■■■■■c■■■■■■■■■■■■■■■■i■■I �-_--------•--------------------• 1•■ Ali ., - I ' i c'MIN._ PLAN S-U SECTION A -A "'-A L-VAFIABLE -MAX. 20' tO' MAX. ,. r KEYED OOtNST. JOINT f, „ AjlRPLp ARS A rnl�juT�TERAC R _ip # JARS C. I ---- - 9". N13" DIAMETER TIMIS L" WEEP HOLE FRONT ELEVATION OARS F �ARs B �0 (CUTTER REMOVED) .. g II„r.fj 1 5x'!," BENT fPLATF- DErJECTI+DN B'B TYPE A. NOSE T SHALL BE USED WITH CG-3 L CG-7 STA�ARGS. 4'L%*"X2'jZ"%'/4" TYPE 9 NOSE DETER STALL BE UM MTN CG-2 STANDARDS. TYPE A TYPE 8 °Jr" x 4" VSTTUD SHEAR CONNECTOR MELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO AN(A.E IRON AT 2'C-C. COWCTOAS AND IS TO BE ANCHORED WITH I/t~ x 4" SIUD SHEAR NOSE DETAILS WII TO BENT MATE AT 2' C-C. PAVEMENT D{-3A L DI-38 L DI-3C L WARPED PAVEMENT Im LOW Fl�t�t 1 f1=0W �i 1 1 I DETAIL WHEN USED rOR AE ON GRAMS ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER fill 2 BOTH SIDES TO BE SYMMETRICAL SHrFT !OF 2 STANDARD CURB DROP INLET ?rrraTx:r 1211 _ 3011 PIPE; MAXIMUM DEPTH (H) 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION �U1 104.09 TABLE OF QUANTITIES 01-3A,35,3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete AIRS A BARS B BARS C BARS D BARS E BARS F 9.AR5 WEIGHT Ft. Sq, Ft. Cat. YdI, No. Lin. Ft. * No. Lin. Ft. Nil No. LAP,. Ft. No. L ^_ Ft No. Lin. Ft.41 No. Lin, Ft.* No. Lin. Ft -It Lbe, 01-3A 2', 6' ll5 2.26 - 1 5.4. 3 7" fi 1'-0" 22 < 116,- 2"59 5 r-6" 2 @'-7" to W-V-" 3 0--7" 3 .. 4 6., 3 6" 4 1' " 44 G' 2.75 1 3.02 5 3'-tS"' 8 6-7- to W-10- 3 5'4" 3 3'-2" 4 S.. 3 r,6" 4 1-0" lt1 8' 3.d'7 1 3.46 5 5'-6' 10 .7' " 3 5' 7" 3 3"-2" 4 F" 3 1-6" 4 1 -D.. 158 DI-38 yr 12' 111 5.50 3.90 4.34 5 5 P-8" T-6" 14 18 6 -7• to 8 - ID"' fi -T" to 8 -10" 3 3 5'-7" 5 -7- 3 3 3'-2" 3"-2' 4 4 t" 11, 6" 3 3 1-6" r-6" 4 4 1-0" -D" 204 251 'A' 6.42 C78 5 tt-6" 22 6 -7` o 6"-10" 3 51-7" 3 3`-2" 4 1 11'-6" 3 T-6" 4 1'-0" 290 Is, 7.33 .N." 5 13"-G" 26 6 - 7" to 61• IO_ 3 5'-7" 3 3'-2" 4 T3'-15" 3 1•-6" 4 1'-0. 345 IS' 8.25 6.0 5 151-6" 30 6-7" to 6-10" 3 5-7" 3 3-2" 4 ,5 6' 3 V-6„ 4 1.-0., 391 20' 9.17 6.00 5 17'-6" 34 6'-7" to W-10" 3 5'•7- 3 3 -2" 4 17-6" 3 T-6" 4 1' 43e S. 2.75 3,Dt 10 1'-9" 4 $-7•" to W-K)" 5 5.7" 3 3`-2" B 1,,.9" 5 11"6" 2 11-0. 8' 3.67 3.45 10 21-9" 8 6-7- to 6'-10" 5 -7- -7" 3° 2" 2'-9" 6 1'-6" 2 T- " 158 10' 4.58 3-0 to 3'-9" 12 B -7" to 6 -ICY' S 5 -7" 3 3 2' a 3'-9" 6 1'-6" 2 1.-0.. 205 12' 5.50 4.33 10 4'-9" 16 ' • 7- 5 1 3 3 2" 8 41- " 1 6 1'-6" 2 - LV-3C 4.6-42 4.77 10 5' 9" 0 6'-7" to -10`° 7' 3 3 2" 8 K'•9" 6 T-6" 2 - 2911 1& 7.33 1 1O 6'-9" 4 •-7" 5 3 2" 8 6. 9`• 6 r-6" 2 T - is, 8_25 .65 10 7'-9" 8 8 -7" t o W-10" 5 3 2" ® P 9" 6 T-6" 2 1- •` •' O' 9.117 10 1 5,-v 1 32 1 5 1 5. 1 3 1 3'-21, 1 8 1 81-9" 6 1'-6" 2 1' NOTES 1. DEPTH OF WIF (H) TO K SHOWN ON PLANS, 7- 04 X 8" SMOOTH DOWELS AT APPROXIMATELY 15, THIS AREA MAY BIE EARTHEN, TIE WHICH CASE PTO LPRE AT ADJACENT &%8EVMND �`t 3DIHTS WILL APPLY ONLY TO 2. THE "W' DIMENSION SHOWN ON THE STANDARDS O ABM7iT G COtNCRREETE t�N AND �J ER, AND SPERFCD ON THE PLANS WILL M SETTLEMENT: MEASURED FROM 7 HE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE, 8. 3' DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PAS. THE AMOUNT PLAN "H" DMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PROS MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL .2"X12"' PLASTIC HARDWARE CLOTH '/:" MESH OBTAIN T'RLIE QUANTITIES. FOR INLETS OF iMdENSIM SHALL BE DETEWOCO BY THE OR GALVANIZED STEEL WIRE, MlNV M WIRE DIFFERENT DEPTHS ADO OR SUSTRACI 0,32 CONTRACTOR FROM FIEND CONDITIONS. DIA ETIER 0.03" NU�ER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT Ot tH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS CLOTH ANCA ORI!D FIRMA-Y TO THE OUTSIDE OFTHE STRUCTURE, DM.P TO ME SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF AWAE JRON AS SHOWN ON SHEET 1 IS-1. THE COST OF FURNISHING AND P ACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 JS TO NE L -FI6" AT 41.10 LBS./FT.. MATERDALS iNCDDENTAL TO THE SH~ IS TO DF COVER OF 2". INCLUDED IN THE 80 PRICE FOR THE STRUCTURE. 18. 4t DENOTES LENGTH OF ONE Ill BAR. SON. ALL REINFORCING STEEL TO 1E CUT CLEAR OF I4 THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2", f9, ALL REINFORCING BARS TO NERMS. 4. APE 1S tOG«aR THAN TttE BOTTOM OF THE STRUCTURE. THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WREN INLET IS USED IN 4'-0" MEOIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI), PRECAST CONCRETE tS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STAND04G OR PONDI4Y OF WATER 4000 PSI. PROPOSED CURB. IM THE STRUCTUIRE, THE COST OF FURNISHING AND PLACING ALL MATERIALS 94CIDENTAL TO 12. LENGTH OF SLOT (L) WILL. IN EVERY CASE. BE THE SHAPING IS TO BE INCLUDED 04 THE 80 5HOWN ON PLPVWIS. PRICE FOR THE STRUCTURE. 13, IF INLET IS CQNSTAKNGTEO IN MEDIAN CURD OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4`0" WITH INTEGRAL CURB, CUTTER IS TO M OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS AMAY BE CONSTRUCTED WITH CONCRETF BLrInKS IN Ar.C`X.WOANCE WITH YH'C DETALS SHOWN ON STANDARD DRAWNO DI -NM. Sheet 2 of 2 1 `� STANDARD CURB DROP INLET 233 12" - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 302 VIRCFIA DEPARTMENT OF TRANSPORTATION 74.10- I/x SLCTION CAST IRON -•{• - I/z SLCt<.ON SILLL NOTES 2' T" LUGS TOM 1.31/z" L 2Yz' ■ 21/t'" x'/4' CAST 1111 , 10'-4"' LONG .`f fH OF INLET TO BE SHOWN ON COLLAR S; ANS. FOR DEP.H GREATER THAN 10'li$E A-i;-" `-- STAIVOAFtQ DI -IA B i-. BRACE RIBS CAST ALL IRON 5-EL e I 43.5 LEIS s [is w. UOING `NCLUDNG r JG5 CONNECTORS THE H` IAENK)N SHOWN 0% THE 5TANOAROg ANDSf�t"CIrC ON 'ate PLANS STANDARDS �I WILL BE MEASURED FROM FIE INVERT OF ONE WELDED THE OUTFAL+L PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "A" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL ¢P'OSES AND THE ACTUAL DII CONNECTORS ;SHALL BE DETERMINED BY THE TO COLLAR COWAACTOR PROM IIELO uOfNiilTit N$. : WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD tS-1_THE COST OF FURNISHING AND PLACING ALL MAIEWALS ILIDEINTAL TO THE SKVNG :S TO 13E INCLUDED N THE EPD PRICE FOR THE I x /av x 4j Vz x 4, STRI CTURE.PLAN S (GRATE REMOVED) WS L ,TUO SHEAR CONNEC=ORS IN 'HE EVENT THE INVERT OF 7HF I OUTFALL PIPE 15 HIGHER THAN THE SEE BOTTOM OF TIE STRUCTURE, THE INVERT DETAIL A SHAPED .� WITH CEMENT MO AR TO PREVENT SECTION B-B WATER ft SrRt�'CTUREDINGRHENDING COSTOOv FURNISHING COLLAR DETAIL /„°MIN RAISM AM PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED 21/ L TTERANC IN THE BID PRICE FOR THE STRUCTI RE.. DIMENSIONS FOR CAST IRON ONx Y QUMP NO N4ASTE )MAINS PO WATERWAYS STEPS ARE 10 HE PROVIDED WHEN H IS 4'-0" 06 GREATER. FOR DETAIL'S SEE STANDARD ST-1, DETAIL B t3ETA9L A T cM MAY PE PRECAST OR CAST- 4'-2" HARDWARE ?-b- � � J *4 X 8" SMOOtR DOWELS AT CLOTH T-3" 2'•7" ( Aa. B� APPROXIMATELY +2" C-G TO BE PLACED N ALL AREAS ADJACENT 4" DEPTH AGGR. urrwx"x..�. '` I68. I'7[s slit "4 TO A1a)TTWG CONCRETE O PREVEN7 SETTLEMENT. IN LIEU OF DOWELS Iw s $4H x 5" WiH1" A Iul A ? X4" No, MAY 6E f6tDViDED. ,I tJ S T F SEE STANDARD T-DI-3, 4 FOR �H" DIAMEIL';R c,l W •� !S LOLL. AdR . WEEP HOLE B. ALTERNATE DESIGN. E DE 3"QIAM£TER WEEP HCO SEE NOTE y p z z z Z ,?., L Pd,.AS t!C HARDWARE CLOTH `I4" iaE:;t9 v14 MESH" OR GALVANIZED STEEL WIRE. MII*W ii 12"-15-'-18'" OR 24^` - WIRE DIAMETER 0.03', NUMBER 4 MES- i4 in io- -�-HUMEHE WARE CLOTH ANFIRMLY HORE TO DTHEE T tV LV tV ti1 b 0 OUTSIDE OF STDUCTTURE. A ����MHME S. CAB'. N PLACE CONCRETE 15 TO 3£ °' Z+ c s E€ � CLASS A3 3000 PS)). PRECAST OF. AL B CONCRETE IS TO BE 4000 PSI. SECTION A -A I/2 1" 1° -N ?'° ' tO. ANY ALTERNATE METHODS OF ANCHORAGE MEETIaNG Tt APPROVAL Of THE ENG ER 4:,1_ CONCRETE QUANTITIES FOR MIN. DEPTH - ��!! H- MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS S'4OWN HEREON, 12°' CONGRETC PIPE - 1 440 Cat, YO, CONCRETE APPROXI«1ATE WENT r,a I- ;,, CAST IRON 1S"' CONCRETE PIPE - 4528 CU. Y0. CONCRETE +-I I•+ �'•-I 11. EIT NO WS DRAMS TO WATERWAY R T f" G R E 353 _ 8 LSS 18'' CONCRETE PIPE - L020 CU. YT3. CONCRETE T t,.E TTERAX: IS REQUIRED ON ALL OI-1 L RE 24°' CONCRETE PIPE - 1.817 CV. YD. CONNCRETE SECTION C-C SECTION 0-D GRATES, LOCATION IN LETTERING MAY VARY BY MANUFACTURER. 000 0,469ER ADDITIONALFOOT OF OF DEPTH, GRATE DETAIL STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' REV 8/07 VAGINIA DEPARTMENT OF TRANSPORTATION _ 104.Di Date: Feb. 25, 2009 Scale: NTS Designed by: NWB [Drawn by: NWB Checked by: RLB II (� o I E N d- QI �N o c 0 S C j i L 3 N Y _ ` Z 0) O Z] N Cfl W CO o m CO (n d- M j w I = z LIJ 0 n. 0 cv I w u Revision Dates Of LLJ LLJ U O_ ry� Lit 0 W > 00 N J W N � wo (D V) Q F_ Z H > Ld Q Z 2 Q 0 F- w Q F_`J �< LLJ L•L•I m ~ ILZ Z oN 0 V) > < w LJLJ V-Q LLJ !L V Q 2 If LLj - Z Drawing No. 1 0 of 12 Sheets Job No. 1559-BB 1 GEarEXTT:.e ORAiNAGF FAARIc. UND:RORAA Sti&L BECENTERED UNDER QURe AND t UA t (OVERLAP '-G" AT TOP' PAVFn SFin(,; xR --/r/••.._- 4EQTEa TILE DrtAINA4t FAaRiG f�;',I--�' PAVET '``'��(OVERLAP 4'-0" AT TOP) U 11 SU AS - • " �AVELt'4T .. MATER AL -.' L1QM5 T,rBIL17F rd s • °"n �'('•.. MIN. SLINGRAOE OU TLET MP[ M131 5i ktAT T,At, °. SEE NOTE 1 SUBGRADE - +-,"'IITLET PIPE #57 AGGREGATE. #8 AGGREGATE OR CRUSHED SEE NOTE 1 '-0'• GLASS UEE" :RUC #8 GRADATION REOUIREMENT, 1-9. 41• PIPF VAR 057 A=EGA'.E, 08 AGGREGATE OR CRUSHED `E' ' F / AYt L GLASS MEETINGY 6 GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION ■ r LO 4 UP TO ELBOW. PIPE 15 PER.FOMRATED 45• ELBOWCQINNEC.Bcw ?fil1AARY DR€CTION TR_-LESWiT�RECA?E OF WATER FLOW D RA1NAGL FABRIC NON PERFORATED / / OUTLET PIPE ITYPCCAL) ..LOCO 45' ELBOW ` y PIPE TO wNNLL`-NUN---^ BEGIN 'wltH 45• WYF 45• ELBOW CONNECTION V-0" MAX. EW-12 (TYPICAL) OUTLET PWE NO SCALE ,HEET IUF 2 UP TO ELBOW. PIPC It; I"CR�'C,1ATLU STANDARD PAVEMENT EDGEDRAIN -,w BlDI VRI INIA DEFA -NE%- OF CEO EXTILE DRAINAGE FABRIC (OVEN AP 1'-D" AT TOPI STNALi1ED OPEN GRADED DRAINAGE PAVTWNi LAYER StSBASE LAYER - r SUBCRADE ..I_ SFF NOTF. 1 , N PAVED SHOULDER -N0.218 AGGREGATE LONGITUDINAL PERFORATED PIPE L Or = CH-SHiNG S. Ri NG 14+ a I TR AA.. -YG 103 A I AASHTQ M 252 ICAI ION 7rrEREN(.E 24C 211, u r •.1" 957 AGGREGATE, 48 AGGREGATE OR RUt-it1_% D,. ^.A55 MEErINc #a CRADATRaON RE(,i6tEMErvT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS TYPE OF INaf CNuS'•hC '. W r 4' rocu D nMI SMC:TH WALL PE 70 PS+ )E lE iE PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) UNUENORAN SHALL BE CENTERED UA::EH (URA A1) ': I' H. M WALL TWCK*SS :WIN) - 'NCHES GEOTEXTILE DRANAGE FABRIC 1, L_ , i4?'f iN; TESTED ACCORDING ':) AS TM D 2412 Al 5% iDEF'LECT10%. (OVERLAP 1'-0" AI "OP) � t �. - STAHLIZED DOWN GRADE -F S QPEN GRADED PAVEMENT . 4L ,' Si-GULDER -EP DRAINS I.AYER SEE NOTE 9 R'u'D SLSBASE LAYER ` +UTL'T MAIN L'NE PAVEMENT NON-PERRFORATrl .Y CC%FCC-101 IPE SUAGRAOE PIPE _'- SEE NOTE 1 0.3., "'PIPE - - - - F - - - - #57 ACGRECAT}, #ARM ACGREGAIE OR CR �.^•1-, GLASS MEETING 08 GRADATION REOUIREu.4T. .. L- 4.:RF+3'D. / ST;a_WA 4 RLQ'D. CURB AND GUTTER SECTION `' (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) sHDULGLR 4 HAYtMLN '. NOTES: t 4" MNIAUM,PROVI)ED ATTAINING MNAAIM 4" OF AGGREGATE ON TOP OF PIPE. 1 EDGEDRAINS IN GORE AREAS 1. WHEN THE LONGITUDNAL PIPE CONNECTS DRECTLY INTO A DRAINAGE STRUCTURE (DROP INLET, MANHOLE, ECT.I. NON -PERFORATED OUTTL€t PIPES ARE NOT REQURED. 3. INVERT ELEVATION AT OUTLET END OF 'OUTLET PIPE TO BE A MINIMUM OF 1"0' ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRuCT(AE 4. ALL CONNECTIONS .ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE - - - - ARE TO BE OF THE SAME CRUSHING' STRENGTH AS TM OUTLET PIPE, COMMERCIAL SIDEWALK OR 5. OUTLET PIPES ARr 10 BE NSTALLEO ON 2% MIN. N3%DESIRARLE) GRADE AND PERFORATED ENTRANCE UNPAVED SPACE IOCAtCr, EVERY 353"MAK!MUM OR M£ NOTED ON PLANS- UNDCAOR,W akOERORAt 6 OUT rT PPE TO BE %rCtPELY CONNECTED TO EW,t2 OR *OTHER DRAINAGE 1KNCH WITH AGGREGATE ' STRl1CTURF. _- '- =_ 7. WITHIN THE LIMITS OF A COM MERCI,W. ENTRANCE, NON•PFRFORATED PI'E SHALL BE - U'LIYED IN LIEU OF PERFORATED PWE. VAINLIKE ROADWAY g THE LENGTH OF PPE WTWEEN THE WYE COhsdfCTION AND THE EW-12 St-tAtl BF ': 1•� LIMITED TO NO MORE THAN Y-0- TO PERMIT CAMERA IcSPEcnoN OF Tr-E MAIN 'LINE § Ir 11NDERDRANI BETWEEN THE LIMITS Or $T D. C Rw cf HER O+RECTION. ---00MMf.RCIAI. ENTRANCE CURB RET(1RML`i & GUTiFN Wt-L BE NON-PERrDRATED PIPE. uATIONS WHEN FULL DEPTH OF STABLIZED OPEN -GRADED MATERIAL CAwOT EE MAINTAINED UNDER CURB AND GUTTER, N0. 218 AGGREGATE SHALL BE USED LfQ..7tN CURB AW GUI it!{- N0.21 9 ASGREGATE MAY ALSO BE USED FROM TOP OF STADL'2E0 OPEN -DUELED MATERIAL LAYER AND CURB AND GUTTER. STET 7 �r^ITK)ATIbw FIEHERENCE 75A STANDARD PAVEMENT EDGEDRAlN REV /D ��� VIRG:41A �-7pVii-WEN- OF-R)JSFORTA-.ON a8Q7 NOTES; 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI I' PR'ECAST- 3. COMBINATION CURB 4 CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE' OF CURB) SHAA.I, IE PAD FOR AS RADIAL COMONATWN CURS !, GUTTER. 4-FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB NO GUTTER BE CONSTRUCTED PARALLEL TO THE SLO SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CR?TERIA FOR THE USE (E CC-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A 2" R OF T.HE YDOT ROAD DESIGN MANIAC. i p p p • D� p p Y_T, 7„ p p p p p ' - "- - - - - - - - - THE BOTTOM OF THE CURB AND GUTTER MAY (E CONSTRUGTEL PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7"' IS MAINTAINED. THIS ARFA MAY ITF CMXV(':RF'rF AT THE OPTION OF THE CONTRACTOR RE-ERtN E COMBINATION 6" CURB & GUTTER n 'v'RCrN!A: DEPART MEN' OF ". SN.S-CR'-T^N REV. 9/06 20t.03 • SpARE TtlHF_,_ STEEL S1Gt4 .PDS•TS - Gquore tubesteel sigsT Pasts' shall be fo iGoted fCDT7: h.at-rDued; eaT bon shot steel, �tri cturul steel qualiky, aonfuTmir,g to the r"L4T45mants of ASJI A10i1, Grade 50 liXwt t'�te: yield strength rafter co'd"fal Onirlg shad ` t,s 60,000 p�rrurlirrwr Me, steel gauge jiull �e 1.91'.gauge for the ?.;' inch by 2 inch Costs and' 10 gaups for ttz+=.'2'/7 inch I)y 2%zl,>'h PcstS. Naas-Ciadd,m'd DutSidel'shall�4 .gNticxlired n eletardar.cG wish the requirements of. AST:'ti A651 Co Ling Deskrat°ort:G-9D. Posts. shall use a:l, in -ground anchor syutem lhar pTav'das .a stCble t6tallal on anti'' OIIoYrs ecsy- rcpla;;ement . of Yid_.sign pasf,116 the anchor Vm en aftc-r• ,rehiculcr. iri p C-t. 1�4sts shall conform tD f:ca' bfealtQ'Ndy recJic omu is of AA511') 0'; I. Storteard. Sped*i tidrL. for. S.truc:urolSapuurts fcr liltiTtt ghwDy Signs; Luriires, and Traffic Signals { 9a E if ffn includ'ng revlsionsl: The ::onfrac ar src:lpravide a-apy of the FliWA's accotance IeEfer h6tafir.q carnpClancs .lvF',IT bredka ay requ,remsnta rat• the timz .poi` cotulag:, S7bmissiun' of•-the`.poats. Posts shoal have. %ineh- .t4Y- 'fAginW aper:7ngs Aar -knockout -spaced 1 inch cn- e`rtsrs an cll lD ll sides_ Pdsks Shall ba. insfull ;T in accaTd�nt:z v,', }hg mgTiufacturer's recarrlmendations: paylTlelTt w111 ma'da undet Si n'.P6st Stec1(Siae3, _`near Feet. I Y I I I A of #WWW >� 3TREET APPROACH sAMC 3URFAMANO (RADIUS TO BE AS I C AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON PLANS) NCI i/I III , (RADIUS TO IE AS NAUTAL ;;UMti(NAiIUN SrtOWN ON PLAi3) CURB AND GUTTER / CC-8 (SE NOTE 71 -----1�" \ I rI SIDEWALK I IS NOTE 2) e., I OPT)ONNAL 6„ - -�. a.• -ivy. I �-.. .... •-••'}-• FLOW LINE ••-•'••.-•• a. EXPANSION EXPA JOINT JOINT NOTE= WIDTH '0" 2'-0 OR A5 MANJNE ROADWAY I SHOWN ON TYPICAL SECTION. A PLAN VIEW MA#LINE ROADWAY SLOB PARABOLIC CURVE EDGE OF SHOULDER OR F10' 8 X MAX. SLOPE GRIMACE ® _ D OPTIONAL FLOW LINE --- t D D MA NLNE ROADWAY - - - "-' ` - I 8X MAX. ® - Q SLOPE CHANGE � D 5' MIN.-/ COMMERCIAL ENTRANCE �{ CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A 9 GLASS A3 i. . i. -_ CONCRETE - SECTION C-C GENERAL INSOTTEE�Spp� ,TR{ p� HE 1. CO E. NINE. &OItI4 MUST 9E t SK�EDTINCACCc PATH AAS14TO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VOOT ROAD DESNSN MANUAL. INCLUIDINIC S#,)NT DISTANCE REOUIREMENTS. 8- WHEN 71+C CNTRANCC RADA CANNOT ACCOMMODATE 71C TUJRN94G REOUtE.MENTS Of ANTICIPATED HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK 5 CURB RAMPS W( I KIN) i Ht LIEN i b U+ I Ht KAUII,HUUWLU Bt INCREASED TO 7 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CtM FACE ON INS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLECURB CONFIGUIRATION. 4. SEE ST9DAM CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD, 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A POR793N OF GUTTER TO PRECLUDE PONDWNG OF WATER. ENTRANCE NOTES 8, PLANS ARE TO INDICATE. WHEN CONSTRUCTION OF A FLOW LIE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7_ MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE 4EXCEPT ANY SUBORADE STADkIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMTTED N THE ENTRANCE-) B. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES, 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "0" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE- THESE VALUES ARE NOT APPLICABLE 10 STREET C(N KOTINNS, ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE GRANGE D" DESIRABLE MAXIMUM r_GH MORE THAN 1500 VPD O X 3 % MEDIUM 5DO 1500 VPD S 3 X 6 X LOW LESS THAN 500 VPO 5 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS 'grFE� yC� METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES 't I4CINA. DEPAF.TMEN_ OF -RA4SPCR-AT ON CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 7, OFTFCTAAV F WARNING TO BF CA AS.S A-3, CONCRFTF (CI ASS A-4 IF PRFCASt) RAC FLOOR 8 T2 FOOT INN EINAL G H7 AN 'T� CTON VERING THiEOF PEDESTRIAN THE TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE - WARIA/G MAY BE USED WITH THE APPROVAL OF THE ENGINEER - TYPE A n. FLOOROROR BY tl�W PERMISSIBLE CONSTRUCTION CONSTRilTION il' NTjiMA H LRE DRAW BARS. PERPENDICULAR 4. E RAMP FLOOR IS PRECAST. HOLES MUSH BE PROVIDED FOR DOWEL BARS SO THAT ADJOW4 FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SH&L BE CLASS A-4. NR� 5. REQUIRED BARS ARE TO BE NO- 5 X NIT"' PLACED 1' CENTER TO CENTER ALONG DOTI I ^,1006 Or TI RAMP FLOOR. NO OCPTI I OF RAW` FLOOR. MINIMUM A i CONCRETE COVER 11/2'. _� 12•t M 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7_ CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY 7HE €NO VEER. THEY ARE TO BE PRIDVIDED AT INTERSECTK)NS WHEREVER AN ACCESSBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHIETRER SIDEWALK IS EXISTING, PROPOSED, OR NONE)OSTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED AEI VEHICLE STOP LINES, EXISTING LIGHT POLES. FINE HYDRMiTS qfW INLETS, ETC. ACCESSBLLE RO0I1��TrFFS PROVIDE A CONTINL S _ 1RN065?R `C ED, STABLE, FIRM AAD SLIP REStSTANT PATH CONNECTING ALL , 1"r I M^# ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN 8E APPROACHED, ENTERED 5�1 - AND USED BY PEDESTRIANS. - xx 8 RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTS PROVIDED THAT y M9N THE CURD OMKV4C IS PLACCD WITHIN TtC LIMITS OF THE CROw�WALK AND { - AT 7� 2" HIGHER T AJ THAT THE SLOPE AT THE CONNECTION OF THE CM OPT IS 1� EDGE tOF PAIwF_ AST PERPENDICULAR TO THIN CURB. AT X , S.AA+F_• AS -SP OF CURB 9 TYPNCN OCOTF T€ S�WILL.K IS 4C"►�•�C, V N TAB: ENTRANCE RAWCANNOT TYPE C AFrIC REFERTOST'RNAtlWDBNG 3 GOWfEbRCFIAL�RA ANTICIPATED (HEAVY HEAVY UCK PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10, WWN THE MINIMUM WIDTH SHALARE L K THE WIDTH (E THE= IN CONJUNCTION TH A SHAKO SHARED USE USE PATH, 1.6" - 2-4" TRUNCATED DOME C-C O o 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 aI 00000000 000000 + '� v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 o U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.2" 111 5OZ 65Y OF BASE DIANE7ER o a o 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER 0 0 0 0 0 0 0 0 O O O O O O O VARIABLE OA(:C OIAMCTCR �__PAMY�'NL4''IAI�TS- TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEE- OF 4 CG-12 DETECTABLE WARNING SURFACE SAEtfICATIYN AERIIL71Cf GENERAL NOTES .n5 2C3 `1FCWA DE=Aft-MEN- C= TRA\5°OR-A-!CV PERMISSIBLE -� E CMIHSTWIC.TICIN I *S DOWELS. S" LONC JOINT „ r o 12" C-C ! ,l T J TRUNCA-CD DOMES ASEE SHEET IOF 4 FOR DETAILS BACK OF CURB- -12.1 MAX. 48:1MAX. 7Rt 1 SECTION A -A �2' PERMISSIBLE JiaKUi Iwry SECTION B-B NOTE: FOR GENERA. NOTES ON THE DETECTABLE WARNS:NG SURFACE. CFF SNFFT 1M%' 4 A 4' SQUARE LNOING AREA OUTSIDE OF ALTERATIONS TRAVELWAY St TALL SC Y THE T EFMAARKEEti WITHIN .$?, CROSSWALK AREA 3 X N mod' �DIE O 0 CROSSWALK If1I C ROSSwAP K TYPICAL PLACEMENT OSSWAA TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROS5wAALK (WITH BUFFER STRIP) "HIS DESIGN TO BE USED FOR CONSTRUCT" THAT 04CCRPORATES WOER SIDEWALK. LANCNC (48" W10E)REOLWED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH B FEET FOR NE6 CONSTRUCTION. 6 FEET FCR ALTERATpN.S. SHEET 'itCHVITK_ °' CG-12 DETECTABLE WARNING SURFACE �rrrrrvcr �7 TYPE A (PERPENDICULAR) APPLICATION NEW 71011) VIRGINIA OFPAR'MI N' ;)I AIANSPORIAT!0N 203.OSA h+-= EDIT T EXNNG PAVEMENT I ' (AS DETERMINED IN VU TACK COAT THE PROPOSED CONSTRUCTION JOINT FXISTNNG ASPHALT LAYHIS - PROPOSED ASPHALT LAYERS ------- EXISTING S SBASIESJS A -------- PROPOSED SUBBASE ------------------- COMPACTED SUIBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LONERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHAI.T WADI NING LAYERS ® PROPUSED MINIMUM 1 VX RICH THICK ASPHALT SUWACE COURSE (SEE NOTE 9) I( MINIMUM 12 INCHES OR GWATER AS NECESSARY TO ABUT THE FULL THICKNESS DF EXISTING ASPHALT LAYERS AS DETERMINED H`r CDRES (SEE NOTE 3) NOTES= 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BT APPROVED BY THE ENaNEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXSTING PAVEMENT. SUDSLNRFALE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL � ADOWSSED IN THE PAVEMENT DESIGN- 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE COD'S &HALL BE SPACED NO MORE THAN ISDO FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1i/I INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE RROPOSEO PAVEIEM WIDENII0 SURFACE COURSE, UNLESS WAIVED 67 THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MIWNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCFPTABLE PAYMENT CROSS -SLOPE +DID EFFECTIVE SURFADE DRNNAOE. 8, EXISTING PAVEMENT MARKINGS MD MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05te) OF THE SPECIFICATIONS EXCEPT THAT ALL JOIKTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315A7(c) OF THE SPECIFICATIONS, ASPHALT PAVEMENT WIDENING �"IE R Y Tvo7 FOR WIDENING SLIMIECT TO TRAFFIC 3173.QY YMMA DEPARTMENT OF TRNNFORTATION 3T5 ♦5 rmwfi C, R" I r"r: A AT 12" C-C � -�4 5' MIN. "-PERMSSN E CONSTRUCTION JOINT B j .jL B I ^ RAMP (SEE TABLE)' A IRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE - Of ROADWAY CURB BACK OF CURB 48 70 :1 4 -1 �,� SECTION A -A 12�1 MAX t2=' MAX 2' � �FrrZw^G1OL- CONSTTRUCTUN Ja:AT SECTION B-B NOTE; FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4, TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MIN.VIJM Rr.VP LENGTH IL•_I 4 CURB 6" CL448 0 4 6 1 5 7 2 D e 3 6 9 4 e t2 5 fa TS 6 4 t5 NOtE: THL REWftD LENGTH OF A PARALLEL RAMP IS LIMITED TO IS rEET. REGARDLESS OF TYE SLOPE. r C? 0 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK . lgat µAIL g' MINK; _-JA 4' SOUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR N-K PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA �.OTEAt I)A NFF49�"`' CG-12 DETECTABLE WARNING SURFACE 502 TYPE 8 (PARALLEL) APPLICATION d,,',NIA Dr�ART1A'NT C7-RANSPSZ-ATICR PL A -de-, PERNISS£1'�..F CANS'. 5''"wm JOINT I I A -w-J \1-1RVNCATED DOMES SEE SHEET III' 4 FOR DETAILS TANGENT PLAN C0-2 @ACK OF 20 SECTION A -A NOTEr FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION PVN)WAY GRADE IN PERCENT NAN:Ml1M RAMP F4CTH IN I LL I 41' CuR9 C' CURB 0 2 4 t 2 5 2 3 5 4 = 3 5 5 1.1 6 ? 14 7 13 15 8 15 13 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3 0 (/1 U� H CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AD THE CONFIGURATION OF THE UTILITY SrRtP MAY VARY 70 MEET EXISTING FIELD CONDI7DNS AID ROADWAY GEOMETRICS PROVIDING THE OW44SIONS AVID SLOPES ARE AS NOTED, V. 7/0 203.08 Y X 2 ' AT X .2" HIGHER THAN - EDGE OF PAVEMENT AT)K)K,SAME AS TOP OF CURB THIS COM MED (PARALLEL 6 PERPENiICULAR) DESIGN FOR ALTERATIONS CAN OE USED WITH ADJO44NG BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X SO" MI+L OIWENSIONS. THE SHORT PERPENDICULAR RUN TO NNE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNNECTED TO THE SIDEWALK WITH .A WARPED SURFACE. 11 1 4 r: - CG-12 DETECTABLE WARNING SURFACE RIV I:: TYPE C (PARALLEL & PERPENDICULAR) APPLICATION ;•rt i (:, : 'V RG NIA DEPARTMENT OF TRANSPORTATION 4'fCFICA?4h RTrIIENrI '05 4G2 Date: Feb. 25, 2009 Scale: NTS Designed by: NWB [Drawn by: NWB Checked by: RLB II n F� 0 ..+ O d o C4 M O rT� C,4 Q, O..I..� � cV p c �W�Qv� L lT L LD �J ~� � y rn o �1 Cn � N m v ,,) w c 0 (O to t PL��J W v w I = Z LLI O OIL Revision Dates LL Lj Z UJI U O w 1r10�/•� m > W 0 V LJ / /•L Q I-, o a Z > W = Q LLJ U 0 0 I- LY Q ~ Q w w fn CD z Z CL 0 V) w o Q fY Ld M tY � _ W V z I fY ILLJ Drawing No. of 12 Sheets Job No. 1559-BB 1n 0 0 0 .5 tU STOP SIGN 30X30 Standard: The STOP sign shall be installed on the correct side of the traffic lane to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.26) shall be installed in advance of the STOP sign. The STOP sign shall be located as i close as practical to the intersection it regulates (mounting height, 7 feet), SECTION 2B.06 while optimizing its visibility to the STOP Sign road user it is intended to regulate. STOP signs and YIELD signs shall not Placement be mounted on the some post. Figme 3846.. Examples of Cm&walk at*ings 0110 9 S a •oYl 9 I 1 �I '� Spacing of IinirAr GO, IOCIcd to avoid wITW path Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required to be made. .err �� ..... Typical Traffic Control Stationary Operation on Shoulder (Figure TTC-4.0) NOTES Guidance: 1. A ROAD WORK AHEAD sign or SHOULDER WORK AHEAD sign should be placed on the left side of the roadway for a divided or one-way street only if the left shoulder is affected. 2. Sign spacing should be 1300'-1500' for limited access highways, and on all other roadways 500'-800' where the posted speed limit is greater than 45 mph, and 350-500' where the posted speed limit is 45 mph or greater. Standard: 3. Channelizing device spacing shall be at the following: Posted Speed (mph) Location 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' 4. The buffer space length shall be as shown in Table 6H-4 for the posted speed limit. 5. Cone Taper Length (L): Speed Taper Length Limit Lane Width in Feet MPH 10 11 12 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 450 495 640 (Shoulder Taper = 1 /3L Minimum) 50 500 550 600 55 550 605 660 60 600 660 770 65 650 715 780 6. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high -intensity amber rotating, oscillating, or strobe light shall be parked 50'-100 in advance of the first work crew. Option: 7. For short -duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating, oscillating, or strobe lights is used. 8. Vehicle hazard warning signals may be used to supplement high -intensity rotating, flashing, oscillating, or strobe lights. Standard: 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. j 'S[E ROJE I.4 i(Fi-.Llcr SIC http://www.virginiodot.org/business/resources/1-WEBwapmCOVER.pdf PAGE 213 NOTES Support: 1.This layout depicts signing requirements for designating the beginning and ending termini of construction projects. The purpose of the signs is to inform motorists when they are entering and exiting a potential construction area. This layout also applies to multi -lane highways including limited access highways. Standard: 2.The "ROAD UNDER CONSTRUCTION" sign shall be placed 2000t from the project limit, or 500f prior to any other construction warning sign. Option: 3. On projects where there is a one time set up of construction signs and the length of the actual work zone is unchanged during the project, the "ROAD UNDER CONSTRUCTION" sign may be eliminated as directed by the District Traffic Engineer. Standard: 4.On roadways having a median wider than 8', left and right sign assemblies shall be required. Guidance: 5.All connections within the project limits should be identified with project termini signs. Option: 6. The signing shown (60" x 24") is for Primary and Limited Access highway systems. For Secondary road systems, 48" x 24" may be used. TYPICAL TRAFFIC CONTROL Flagging Operation On Two -Lane Road (Figure TTC-18.0) Guidance: NOTES 1. Sign spacing distance should be 500'-800' where the posted speed limit is greater than 45 mph, and 350-500' where the posted speed limit is 45 mph or less. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Appendix A, Page A-8. Option: 3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work zone to permit approaching traffic to reduce speed and/or stop before passing the work zone and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-4.0 on page 6H-4). 5. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties. (See Section 6E.01, Qualifications for Floggers) 6. Cone spacing shall be at the following: Location Speed (mph) 0-35 36+ Transition Spacin 20' 40' Travelway Spacing 40' 80' 7. A shadow vehicle with at least one high intensity rotating, oscillating, or amber strobe light shall be parked 50'-100' in advance of the first work crew. Option: 8. A supplemental flogger may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flogger station or queued traffic. Guidance: 9. If the queue of traffic reaches the "BE PREPARED TO STOP" sign, then the signs should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (See figure TTC-39.0 for additional information on highway -rail crossings). Standard: 11. At night, flogger stations shall be illuminated, except in emergencies. Option: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flogger is visible to road users approaching from both directions, a single flogger, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E). AMS CkAV4 WWI (FIE un 'TTC4- http://www.virginiodot.org/business/resources/1-WEBwopmCOVER.pdf PAGE 149 -%T�; X-11 0 a 1 -4 Joe x ,o,r* .PDWW On T -L r ' d Ige "17T-C- I S.14, http://www.virginia dot.org/business/resources/1-WEBwapmCOVER.pdf PAGE 177 :4 -mot TRANSVERSE PAVEMENT TIE-IN TRANSITION LENGTH -. 11f2" MIN T 00STING PAVEMENT ;,_A D SURFv,, - TOR B GE DECK PLANING TRANSITION PAVEMENT DETAIL OVERLAYING TRANSITION PAVEMENT DETAIL TEMPORARY PAVEMENT wEDCE NOTES 1. TRANSVERSE PAVEMENT TIE-IN SHALL BE USED TO PROVJDE A SMOOTH TRPMTION BETWEEN NEW PAVEMENT AND EITHER EXISTING PAVEMENT OR AN EXISTING BRIDGE DECK AS SHOWN ON THE PLANS AND DIRECTED BY THE ENGINEER. 2. THE EXISTING PAVEMENT SHALL BE PLANED A MINIMUM DEPTH OF f(k' THE FULL DEPTH OF PLANING SHALL EQUAL THE PTH OF THE ASPHALT OVERLAY. 3. TRANSVERSE PAVEMENT TIE-INS SHALL BE CONSTRUCTEC A WNIMUMI OF 10 FEET IN LENGTH FOR EVERY NCH OF DEPTH OF PAVEMENT PLANING PERFORMED. 4. TRANSVERSE PAVEMHEXT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.051c1 OF THE 5PEC4FICATIM LXCLPT THAT ALL JOff4T5 AT TIL-IN LOCATIONS SHALL BE TESTED US34iIi A 1O FOOT STRAIGHT EDGE IN WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPEC iCATtt T1 VARIA11ON FROM THE TESTING EDGE Of THE STRAIGHT EDGE BETWEEN ANY TWO CONTACT POINTS WIT" THE PAVEMENT SURFACE SHALL NOT tXCEEG Ile'. PLANED SURFACE NOTES TEMP. PAVEMENT WEDGE 1. TEMPORARY PAVEMENT WEDGE SHALL BE CONSTRUCTED .'• SMFAGE I&A ASPHALT A LMMUM OT 3 FEET tN LENCiT•- FOR EVERY INCH OF DEPTH OF PAVEMENT MILLING. IrX+��l1 !RIDGE T eK EXISTING PAVEMENT WEDGE DETAIL TRANSVERSE PAVEMENT TIE -III 210 315 31D VIRGINIA DEPARTMENT OF TRANSPORTATIONNEW 9rU8 515 H e RPJiMAL SECTIONAL ELEVATION NOTES I. MMM oft ga r. "1IESIZE w�FL�F,Z a crn� asHr SPECRW ON TINE PLMIB OR AS DNEL'T@ BY TW ENClEER. CAPPEH) WTIH 4 19M or A991111 ATE No. xa M zo. 2. WDTN OF eEOM MATERIAL SHALL EXTEND A i OF er Wr= THE MR OF THE BTRUCTM 04 Al amm 3. N131*tO FSTDICTIINE ODE iE AM FROY TIE WMFT OF TIE SMKMW Ta BEDDING THICKNESS TABLE FOUNDATION �� eEoc KHM [b) N0F&AL EARTH 40 FOR H ! 74' G'FORH)V ROCK f PER FOOT OF K NUS. Ir SO" Yam &93I E>f aN TIE PLMM,i OR OR AS D111181=11 BY M SWIM DRAINAGE STRUCTURE BEDDING FOR DROP INLET, MANHOLE, AND JUNCTION BOX YEA WA117Ea1T OF IR14P RTAVM Date: Feb. 25, 2009 Scale: NTS Designed by: NWB Drawn by: NWB Checked by: RLBJR 6. IINNNNNNNII 0 O o r , D M U L p U) 0 v N C 41 E ID .& Q > In 3 ® I� LID � Y I--+ (A0-0 0 N 0] LI I O 0 m rY"1 ram, � L I = Z w 0 O_ 0 N N 0 w Z z a Q 0 x z a ��✓ �' z00 0 Revision Dates f� LLJ Z W U Z O H o ID �,, 00 m > N - N J cy_ IY N � 0 (n N 0 Q � :Z I- � W LLJ 2Q W 0a ~ Q ww m CD �-- -J Z Z 0 V) Cp O Q -t 0:: LLJ M L,J = Z Q U 0_ LL1 Z Drawing No. 12 of 12 Sheets Job No. 1559-BB 10