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06040003 Site Plan-East Half C201, West-Half C202 Rcv. 3/29/2006 DOCS
- oil- 4 �• - vs. yc��'4'- F +�_!w.sv!er i �.. y +4 . ••z fi �._ = .3' -w:'� 'i . - .ems. �°T' - - a� =T I _ ' a _ _ _tea _y_ a . �. � 4 , 5..�:a>S.vr.� ��=u _tF :..era- a..Y�.:��; e._1�-..n ,..��'>si -.S::a _fu. �._.= :�.a- �...,:,_<- _.�. _ .. _� _ �_ � � - ---- --� -Mi .mss. -.,� ..,,•._...�.w _ Y••r..�- �..,c -s_ .,_e...?ss- yes,- -air • �6 3., i_ 5 �a :r b t S` ..4 .i� Yr .± ! f G� is �~ w.i" \ /C� �/ i f 0 r V] 90 a r� �Y �s n •. n c: E� E'. 4-- Q M c-- 7) i d- 0 %T S aJ D4 co )0 a -r _0'� c 0 xj K 0 .z rJ C n l Ln i K *.r� �-•� 0 L1_ ek CD 0 C) �. B D � 4 0 0 ` v 0 «i E �7 1, 7 M U C �0 U > C— 0{: c� u i d I . -_ . F . ... t-i )R NORTH 0 50 100 150 ..j - - _ _ i �� .. ,,;_''_'_'✓."- .a'��'- ate. �_yil u as GRAPHIC SCALE IN FEET = �, 7 77 LEGEND L 4 SYMBOL DESCRIPTION SYMBOL DESCRIPTION_.tat`. a OA INTEGRAL WALK & CURB U� EXPANSION JOINT AT BUILDING 4• t t BQ CONCRETE CURB AND GUTTER (TYPE II) OV CONTROL JOINT t �3 PHASE 11 COMBINED CURB AND GUTTER (TYPE 111) OW EXPANSION JOINT OO EXTRUDED CURB XO REGULAR DUTY ASPHALT PAVEMENT j F l EO CONCRETE CURB END TAPER OY PROJECT SIGN (SEE ARCHITECTURAL PLANS) CURB TURNOUT v DIRECTORY SIGN (SEE ARCHITECTURAL PLANS) r. OG CONCRETE WALK O 10' CONCRETE PATH TO BE INSTALLED BY CITY Mu - — -- - PER CITY LETTER DATED 04/15 %0 4' k. -- -- - = =- _ 0 CONCRETE STOOP (5'x5' UNLESS OTHERWISE NOTED) - -EX. f- _ GRAS — = - — SS 8 ASPHAL1 PATH ` C) 6" CONCRETE PAVEMENT CONCRETE PATIO AREA (SEE ARCHITECTURAL PLANS) 8 (ASPHALT) OK 7'x7' TRANSFORMER PAD - PROP. OD 10x7 BICYCLE PARKING H I, ,� _ -60'--HALF 77- -- - - - __ - f w - - — - LANDSCAPED AREA SOD WITHIN R,O.W. � `�' taa c= R W Q ( ) c 1 EE CRO..SWALK 0 2 0.1-C-, � � � � � � -�= �� ��-�. ` � �/ � / ems 1 % � (/ .r ` I � . • tip �, SOD M 4" PAINTED BLUE PAVEMENT STRIPE AT 45 ANG E 2 0 C It DISABLED PA`ftNikr N I S YI`1BOL .• �-- o �-- 0 (GRASS) Q i ! � N 4" PAINTED BLUE PAVEMENT STRIPE °`� DISABLED PARI.INO SIGN a '� � � � @• � � < --- ---- T O F.� 0 —)- - ! .... I i ice. f °-° ls. LJ►.i 0. V) _ CURB TRANSITION y 26 II 0 4' PAINTED WHITE PAVEMENT STRIPE CU >ti..- -s..' ..r ;3• sew. .; 1" :""F...`bs,.ii:'-'+'s' y ";''`T:' f.a-. (N n - is ti .� �PHAL) Q DISABLED RAMP 4 NUMBER OF PARKING SPACES > c O 0 B OR DISABLED RAMP (MULTIPLE) PROPOSED !uONCRE -rE •- �;0 cf) � i I/ I I U)1 ;' T TRASH DUMPSTER SEE ARCHITECTURAL PLANS ----- �- _ �- _ _ �- LA PROPOSED HEAVE' D�.�T`i AS�-H� � �.�1,fE.�.� a I i. A PRECAST CONCRETE WHEEL STOP L 'J 1 - I -:.. _I 1 � ► - I - r I � I I . i PROPOSED FULL DEPTH ASPHALT PAVEMENT W z 0—) saw .r4 I STANDARDS � . Col . 25.' R . < A - _ 1.5 GRIND, RESURFACE AND RE- STRIPE �. ` `` -- - ,.:. CONC WALK 4 LO �:....... G (GRASS G............. ........ PARKING DATA SITE DATA '�R (PLAN DER (CONC) (Pl . ......... .j r i "` .. ...... .... , r,i ti, ---�_ REQUIRED ACREAGE } �3 ...... F1 7 PLANTER �, t ( ) TOTAL PARKING SPACESM ; 1 .:: BUILDING ONE 5.474 ac. z t:4 1.300sf (320,000 sf) 1067 BUILDING TWO 8.822 ac '�a- D :. • DISABLED PARKING SPACES BUILDING THREE 7.927 oc, gi c6 E LAX 0NG MERE 1001 ANDOVER = 20 PLUS • ' 1 FOR EACH 100 OVER 1000 22 BUILDING S,F,5 CO PORATE PL 62 000 S.F. y e • * F rr.i ^..kt ,w/ Mt �'}�� °YFI,�r �.' i'i. +y ...i . t BUILDING ONE `� �: BUILDING TWO '' o- BLDG ONE R�,�,� �A� ~ k�R.. 129,000 S.F. (32,250 PER FLOOR G ' • _ ,r`` r` PROVIDED, BUILDING THREE 129,000 S.F. 32,250 PER I"LOOR:s Id ;l` 62,000 S.F. STANDARD PARKING SPACES 1253 F" •' F.F.E. 832.36 . DISABLED PARKING SPACES 19 :, F v '�,, TOTAL PARKING SPACES = 1272:` G NC cct pit r NOTES's_ ON POND \L POOL 824.52 R. FLOOD 828198 '. FLOOD N 827.07 p FLOOD CV 826.16 U W T ra: V Ld rLv V Z 0 I~- Q Z F— Z 0 orf 66 1 0 r LL- ter• ^- (GRASS) i i P SE II rm r 1, ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT, C -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB, -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING, L� 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE, 3. THE SITE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FORy t_ ALL FIELD DIMENSIONS. IF ANY DISCREPAMCIES ARE FOUND IN THESE PLAITS • i \ _j � `�ra FROM ACTUAL FIELD CONDITION, THE SITE CONTRACTOR SHALL CONTACT A /E IMMEDIATELY, +' 3 44 PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. YK ` 5, ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGPED DURING CONSTRUCTION FROM TRAFFIC BY THE SITE CONTRACTOR SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS 1 ti COMPLETED. M 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS, << y 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BAS` LINES r #- y PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. `° 5 0 If Ike Z,. 8. t i DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE s. SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. EA 9, ALL STRIPES ARE TO BE 4 PAINTED, WHITE, UNLESS OTHERWISE NOTED, .4 1 ILI 10. THE SITE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE _ _ 7 far. ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY �.: � �. s � � CK. FEDERAL STATE COUNTY CITY OR LOCAL AGENCY THE A dT a MOUNT, LOCATION ,� � � AND SIZE SHALL BE PER DIRECTION OF AGENCY. 3 c z 7 11. IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REMOVE ALL MUD, ;� � � � Lu o DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR ® L Q = PRIVATE STREETS OR SIDEWALKS. THE SITE CONTRACTOR MUST CLEAN THESE - � - � t-- ca -- �.- S DAILY IF NECESSARY. THE SITE CONTRACTOR M U T tiv - S USE WATER OR OTHER �-� � � � �' �- w .- METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM, , . 4 9 Fl: Ln e- C7 O cm C Ljj n� ..1 LA.J F Co LAJ . J C)j 3 +� LL- . LLL ✓ � � a7 a_ L- IL C"::) c0. fkA '�..y // 1 [.•. �F ' 06...., ! �7 a � �- s -v'�I! - �� ¢lam I asl' S _�` � � , T � � •..i- f5 rim tis•.r i ..•A � a 4.,.1 � � � � i DRA,t. t:,!G NO. SHEET 5 OF 18 OB LIB ! 1-800-382-6544 .rt CALL TOLL FREE E -� • � ITLE: WE .AN — EST ALFa - - _ _ .:4.4 _ '•"t.r ?"'; :- .r- +c= •e'- -•n�Ss"... v�-a. s+-rNS k ;.firv.+.� -R -. .,ra's� -s «.��.- ..�,. ' 'a-iL- 3 a =-- - ->�ic.- •;,.- �- s.s-' ` vd- �::-:: �: :.k.- a- �.,_s.d= ..°s:.�la1_.cf� a.:.:.v°:: ter '.� *- �,- :,::y:.r..s €��.+.s., ...�m6�.��° — .� i i I ,. is ... r �I P t i' 1,, .} �r� ' r -t.fi - _ a J :..O � 4 .ss -,tea SENCHM.�RK LAND SERVICES NORTH NC. DATED JUNE S, 2004. r� -1 WOOLPERT ASSUMES NO RESPONSIBILITY FOR SURVEY OR ,.� �`.�.:�- z��. -r•��_ of . 7! EXISTING CONDITIONS SHOWN ON THESE PLANS, - -- ��� [i 0 50 100 150 ,. 6 _ _ - - E' - t _ _ �,. g.� al 4 j : d vj f7n =111111 I ir" - I - - :z. E f, -1 r - F -, ;-fin- .zrt--�'� ..ae w GRAPHIC SCALE IN FEET ,� _ . -' . -` Ilk ;I N t � 1 4 i -: A. c j i 1-1 , AA _ it t 4 a .a • - :, , �, may.. «. 11 -+� I .� _._' t.* 41# w s �i 3 �. ��. v_�. ��. _ _ _ _ LEGEND I 4 j - . �_. v in i d �P "., ..i _ - , . ! - �� F { _-, C5 ILI i 1-i 1 , 11 I ?., SYMBOL DESCRIPTION SYMBOL DESCRIPTION r '��� � -j 0 1 4 'l R - -� t.i '� I Y� { y i ;, i yJ I Q INTEGRAL WALK & CURB V EXPANSION JOINT AT . BUILDING h v t . i i-' c' 6 CONCRETE CURB AND GUTTER (TYPE II) v CONTROL JOINT � i.� = . - Y =. , q O O a _ c0 COMBINED CURB AND GUTTER (TYPE III) WO EXPANSION JOINT .1 -0 I O EXTRUDED CURB 0 REGULAR DUTY ASPHALT PAVEMENT �I I • 1 �l E0 CONCRETE CURB END TAPER OY PROJECT SIGN (SEE ARCHITECTURAL PLANS) [it -- - -- - - - - -- - _ -- -- - - - -- -- �-- - : --- r' CURB TURNVUT OZ DIRECTORY SIGN (SEE ARCHITECTURAL PLANS} - --_: I------ _� (D ASPHALT -' � - � li B � � G CONCRETE WALE: ' O _- _Z O 10 CONCRETE PATH TO BE INSTALLED BY CITY ____r -- _ _ - \ e -] -1 - _-=_ =� PER CITY LETTER DATED 04 15 04 P� 9 _ _ - _ - - - --__ = _ `�� - E H CONCRETE STOCP 5x5 UNLESS OTHERWISE NOTED -� >_ -� . (_ U9 17 - - -, - --- - _ -- - -- -- - - - -- - - -- - - -- _ - - --_ -_ --- -_ _ - -- -- - - - -- - - -- _- - - -_ -- - __ -- -- - D 6" CONCRETE PAVEMENT Be 8 ASPHALT PATH m � � O T I 1 P� 8 cc . (D-,� L. 11 r CC CONCRETE PATIO AREA (SEE ARCHITECTURAL PLANS} � K 7x7 TRAN F R PA �+ - -- -- \ S CRME D 9 �) t� m _, -- - - - -- -- - - -- - - R____ - -- - - -- --- \ 0 - T- - - - - - __ -_ -- - - - - -- - _ - - Q 10 7' . _ \ 'x BICYCL�. PARKING �A � � � � L o0 00 91 IIj ,, 1 .r 1 ` O LANDSCAPED AREA ' (SOD WITHIN R.O.W,) 1 � m = % _ �. ) 1- I \ i I �, 4 I. \, r � SO j SOD ti _ arc c� m w A /� � �� _, � o � � EE CROSSWALK Cad 2 O.C. � � w � m ME , ----.-j iL H 1 �; �, 0 4 PAINTED FLUE' PAVEMENT STRIPE E--� 1d 5 ANGLE, 2 0 C ~- o .. 1 I �``'` I ,�-� s� ...� < /�/ , DISABLED PAVEMENT SYMBOL � v = � v . K Il Q 3�� i t �-•- 6� ,GRASS ; I i � � � � ui � - , -g--z;- % y T 4 4 ---i -- ' - _ _ - �r -=L' - -I = -_- -- -_,;� � -;_- �--- _ ~-_; � -i --T- - .--.� �-- _ -_ -- - - - -- ---� _� - - -- _ -� --- 4 PAINTED BLUE PAVEMENT STRi E 1 ` 1-51 O P DISABLED PARKI_ o J '� ~ T I i { i �, ,, I .� r- I _i _1 ; ( I _ _ _ I T - L. �:2'.'.'.... fj '�' PARKING SIGN s o r� '� - 1 [ ti V v.. t� n_ {► ' i i { C I { { I , \ 0 % CURE TRANSITION e'; I P 4 PAINTED WHITE PAVEMENT STRIPE f,> I t, % f� i 3 / . Q DISABLED RAMP ] 11 '�% \ O 4 NUMBER OF PARKING SPACES ; , _ 0 C I _ �� Ln - i 4 p \ \ �� -It . - �;�, I I I � �'`'`�/�� ♦ R DISABLED RAMP (MULTIPLE j Y 0 O f i S \ . PROPOSED CONCRETEf 00 {'I'� 'I cn {;I, ; r s { i I 1 { { ( ((AS P IALT) S R TYP 'A l I \ �- - __-- 1_�;. �, �_ ! - I.__ I I _ I _1- L i i _ { --i -- - i ? -mil _ _ \'�'p B �,o .� T� TRASH DUMPSTER (StE ARCHITECTURAL PLANS) ' • G =i I - i '- - - c� -r _ �-- -- - -+ - _ GRASS ) \ tom! -_ - - I -_ __ _ -- - - _ - = __- - \ �, t; - - - �- �- - i - . + �` I - _ ---- -r t \ T I 1- _ ; i ?� i -1�;� -- - 1 - - -- PROPOSED HEJ~VY DUTY ASPHALT PA1,fLMENT :.j 4 ! ! I �� ..... • ... • .... (ASPHALT) S PRECAST CONCRETE WHEEL STOP to U� ., i I I i I I ! , i Q I I1 f I i r o \ \ C i w ,- V J I O `� 7 - I 1 I x 1 12 `'' C 0 N C & E I--- _ . Tlk, J. �., i�� t r I t 4 ! I I I + I L. i I METAL SIGf� Of 0 !..i r-- { :...I .................. :..'.' :':': '.'.':':'.':....':':':'.'.'.'.' :'..: - __ _ PROPOSED FULL DEPTH ASPHALT PAVE��lLrJTITHlr1 R,O.v,� �� ... . I .- , : ............................. . _ ~=� _ PER CITY S T ANDAR , -1 Li" c c 11 DS I S ' % { ; ............:G:.......' . 1 0 A � } --- - - -- - - -- -- - -- -- - - -- - - - _ - ............... - ___ - - _ - - ___ - - -- - - {- - =L 3 PLANTER' C� • C O N C �j'A L K f ^`: - , �,, - - -- - - ; _ .�.� � Y - �'.........� -- - T- - - - D : \ ��4 Sp -- _- �" --h N w - ,,�_.,, � - ,�� �6 - I -, .j� �-, I �_! �� l .\ '.'.'.......... .............. _ - - :T I 14 1 I 1 l \'v f 1 I ; n 1 4 -� I - - I_ it f t p'= i si �� -w ` ' 1 , ` \. .. . ..'... .'. .'.'..'.� V \~ k'' e s � a I. r , P, �,f r` Rai >, �� 1 �, .� r ,; 1 �._�; 'IVr <` . .... . . .. ... . .. , '` ,` - ��� '`'•� ... *.,.'l,.%%*. 1. � : \J i I /- I �• t mil` 1 l X,. 'v'�: �-+�_ . . . . . . . . . . . '\ . . .\. . . . . .� A O �`_ _ = P���' �T� A - '� `! +'; •� -i�r * .... * ...... .. -- !' t, i �� f`. i...7 \ � I I _ ' i, - ,__ - \ 't- _:tom ��.�.�•'. .' -'. .y�jl� O •, ` VO - - v !, i `� 4 ; ¢ .,- 1. Ir ,j F L ,' ; t V I L- I \ - -- I t '\ j .. .... . , .. �� • L I R YX r.- . 9 REOU ED k 1 t . , A E �'_ _ v .. - " ;. :`� ............... %,�, O .......'.'. TOTAL PARKING SPACES CREAG r � z f f '� ::: ::::: ..........................:. BUILDING ONE 5.474 ac. ;' y ,� L/ - 1.300sf (320,000 sf) 1067 -j "- -- r ,�� ::. O BUILDING TWO 8 g n '/ ' r^ �� ° �''� 4n ,� t= ',��, --� °- _, 6/` ' �;:'.. 4 BUILDING THREE 7 K r �,� >' �'� � � -- DISABLED PARK��VG SPACES .927 ac. .l H 8 ... .... ... ......................_........ tK i c�,i......' .............. ..'.'..'....................... `L 1001 AND OVER - 20 PLUS - C0L �' �r� �� `� �'�s j �' ::'::':':':':':':'::':':':'::: '::':':: :::':':':::':::'..... :' i FOR EACH 100 OVER 1000 22 BUILDING S.F. ii ,n o �4 t \ �O .............. . _ 01�QGE - - , C� r / }� Vl� ` ".' r.C'iry 'II- �iL `. -,\ w y�� �++5•n�j t "f'vS �'� 'S ,� BUILDING ONE o 00 S F (1) . \ ( ASPHALT) ,, <., � BUILDING TWO 129 000 S.F. 32 250 PER FLOOR I 62 000 S.F. ?� R: - - .'. ° J. PR VI , r r 4, BUILDING THREE 129,000 S.F, 32,250 PER FLOOR r:, -! F. F. r- 832 36 I / ' a N 11 .� A p / 19 0 � STANDARD PARKING SPACES 1253 �!; 1 60 ?� DISABLED PARKING SPACES 19 r� . j� `ti I TOTAL PARK N P -- �a p. 16 p ;, I G SPACES 1272 - .tea- cam- � -� O ,�. .�4 'i cc N :........ , 3 E t, . �� y �(^ 1 r y1 `( .:} �. .tr / ? : 1 11 • � x .T.. ,: . P•} , � Q 0 1.1 G,., t1� . .1 -� A' . ..................... i 1 X 1 N oTEs: :.:............. .. ...... / - - 'I . w G . � 1. ALL DIMENSIONS IN CUR A F �. ... . _. / BED REAS SHALL BE BACK TO BACK 0 CURB. "2? I Z �' .......... E li . ... W -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. �: Aq 1 6� (18'x5') -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. ;� w rid .. - - - '- '- '- .•.'.'.'.'.. ' : :- :' :' - � -ALL DIMENSIONS FROM BUILDING SHALL FROM F F I. V �� ' .. Z Q LL BE RO ACE 0 BUILDING,; Ln . cp - .* ..... ............................... 1 1 00 W = r O r' �,, 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5 UNLESS NOTED I t U OTHERWISE. r PROPOSED MERIDIAN 0-1041 '• ° � � ° so0 �� �: Ul ... I C-) " .' W 3. THE SITE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE i1 0 C. ; CORPORATE PLAZA 15 E STARTING CONSTRUCTION. I'HE -SITE CONTRACTOR SHALL BE RESPONSIBLE FOR 00 (14) N I ALL FIELD DIMENSION F I ANY DISCREPANCIES ARE FOUND IN THESE PLANS .� � �` BLDG. 111REE R � 0 (8) I W S. � a =I z \1 50,I PENNSYLANIA PKWY, -I FROM ACTUAL FIELD CONDIT,'CN, THE SITE CONTRACTOR SHALL CONTACT A E 4 , N oo _J I �.r1 I - 129 000 S.F. 6 -d � 0 _. IMMEDIATELY. � -� = r ° V F.F.E. 832.36 0o n' { 0 i . ,., 14 ,--- - 0 8 1. , u H (18x5) U 1 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS V I l . ., _ ( NE R .$ Q�� r• t, CESSA Y _-1 , ,�. 0 9 .. :t I N --' p � ;� is 1-0 � -P, e. . fr I ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED" `" A TYP, w � .� '� 1 0 o (TYP.) `�' I DURING CONSTRUCTION FROM TRAFFIC BY THE SITE CONTRACTOR, t . LL_ ¢' 1 I � (STONE) I ft r-z -- I �" N x � z i SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED } i (0.0 , , 8 0 14 , I w t� AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK I F } �- e 4 18 24 l S z I ;_; u f f 20 12 24 18 ,�, � COMPLETED. � :� w j W. f , I --- S W t 1 f - -- 9 t o Q iv I--- s . I V _. Z �i-. *. gY= >, k , 0 14 < -4 6, ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. � r.: �.: F ! al e. g. t L LL �' 1 J /fr I tr . w 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, h aj: w ['�.-- E0, � .� X PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. . - a = -•� - -e Y E w r. 3i , - i t dn' ! � ,�i a '! � Gym '' _, �_ t . r- 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, � 1 r � ,- e�." i 1 .11 I / eo-,*s a G (7'x5 H 19 oN ° �► STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION, SEE ..7, ,� r g a P " SITE P F "�" i C,;aam �= I E LAN OR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. to - a. -� 1 4. 1 G (TYP,) w �.-� �_ r,� fi .. (19) I 9. ALL STRIPES ARE TO BE 4 PAINTED, WHITE, UNLESS OTHERWISE NOTED. F tl -- . _,:• �4t, _ E n - -c) a" O - 11 0 , / __ 17� 1 1 1 1 I- I -, 17- I I I I I io--Se_tx n "a-wm 62 1911 Q 10. THE SITE CONTRACTOR SHALL BE RESPONSIBLE TC PROVIDE AT HIS EXPENSE I ! � fl-a i X A p p , I w \ ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY S, • i i° CL � : � � � TYP, p FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION I � ,_j a w 0 % m , o, ,.,_., { AND SIZE SHALL 6E PER DIRECTION OF AGENCY. F- w•, > - 18 2 4 N N . 7 �. 3 . z? p � 0 18 8 0 (14 1 1. IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR T R T _ Q�� , r 0 REMOVE ALL MUD, t. 11 Q . c o !� - � O / DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR ° � � = a Q . r- __�- _ _ _ �, PRIVATE STREETS OR SIDEWALKS, THE SITE CONTRACTOR MUST CLEAN THESE ! � c> `� ' 1 O:f 0 1$ 90. c - -, DAILY IF NECESSARY I:M }-_ � " =' `z ---i � z ,� o t�. - - - S. �. (14) IL� I I . THE SITE CONTRACTOR MUST USE WATER OR OTHER l< L = �-- > D � METHODS TO KEEP o I o cn z cn Z t co �- BB � .� � .� � �� EE AIRBORNE DUST TO A REQUIRED MINIMUM, � .15 z LL p 9 _ (°° i E v o c, E5 m ,� 1 p P N N P Z � t� � U� ,� - t) - AV T YP, -� -� X F�2 .r cv a . (TYP,) � - �, U . .& _� {TYP.) u ; I CD CD 91 I -� r ' I FS � � -1 k. L�.J W (14 $ .. w w I I -- -- -- -- °' l.Sr FE1i0 - __- i � Z ___- -_' ca ca w _ � ---- -.__ t I � z l__Q p a i (GRASS) --- �- � � N y;, -CI•�IAli1 LINK FENCE -' -- _ . 1 {- 0 � � r . - J �,j 6.6.a ,� _,W .. }:, .`; EXISTING R �� .- /W VARIES �25 BUFFER YARD oa ` - �_ 1. ��._ (GRASS) BRUSH (WOODS) --� p • --, ` ) o v mot- v .11 - _ CHAIN LINK FENCE D� _ _'i t i w 0 w E- 0 r, {l 6; t .. U V U J � f`r �' La,3 U I Q O 1 ( 11 �aCt�Z= O0 U °1 (GRASS} L_,.! w w w o- cLCLL�a. I' S n O �. 0 V 0. I ll �j i 9 © o0 h, d- O 00 • r •.� ® N O N N I I I I I - (N ,2 i oo .,�„ N M . ..r• I--- r-- r- ,r-- y t� j I I I i I 'HOLEY MOLE'r L �_' y.- to cn ui LO to E , vi i 1, '< OC700C �; i- `- - --� - _ -- __ - _. ___ - _ �._.. `r ,r--� t` tom: N N N N .// J ,� .: '11- P P . P_ 1 , �� A AS I I I N T R T -- �_ _ .�. ING NO. 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