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SW8981110_Approved Plans_2000214
wstjppt Y 1 Ad 3 Atlantic Intr coostt Water y LONG BEACH $7 REVISIONS_ o. 3 Dote Description By , EVISED BIDE SIZE z 01-07-00 .AND SIDEWALKS. MVL h� 4a _ h I_ PHASE 3 PHASE 2 PHASE 1 + I �'• 1 SOUTHPORT CHANNEL WIT I __._:. LINE CHAN i �, , ,k S_ GDOT e _ I CLAS B N I I I �4:A I > EROSION CONTROL STONE I I oPe e� a / w mow .0w INV. 27.5 WITH _ TST ' N0. 3 ° 10 x10 x18 E.D. ••. - -1 ( I 6. TH o I I` _ „INV. 2 5 WI TSF TSF TSF + C ..� TSF o, • I I A : _,,,,,.... ,� .. , S ,•, <.,. R.iS. Rfl y.t . . a., r n "..... '.. ..•. nw. ,n .» x.,.. .v 1 .. ., x .w .+.. f, _9, .. a`....c...,. t.. ,. B..Cii C_ „m..„.... :,,,, LG.3..„. S... C., 3,{.. .. .. , , ,., -' RAs sWE gCAC N � `� tip• PE .. • • F _ Atlantic Ocean g �' o • .�. �., .. x� I ti 5.1 P N GR WALE NQ. 7 5.1 OPEN GR S SWALE NO. 4 ti 5.1 0 . EN RA5S_5YALE 5 . . . _._ „ .,w _ sk VICINITYE p d o -__P_ __ 24 CONCRETE - I h� 11 I 3 IN . 4. W TH 1 .o -TST 0 i 2 + 29 5.33 NTS r 1 1 cx1 4 $ E. o � CURB & GUTTER �,2 NO I - p two � � • ,.. ~ O to � � � Q• fit! - � I � 2 AM" ` e;v ;.: + .� -:, }� � .. 'r �.- +� � � Q 4. � ., - d h I I I I Sy+ h h I . P ..• ......® �.. �.�.,, -.....� .. "' . ,._ ." _.•. ,_.,..'.,._ ........ .... _..... ,, .e. ..... ........... is..... ....). G9IE .__a_. .t h'°^ zT;: i.:•?• 00 .,k, p 1 x 1 o x6 eQNc. � I I TYPICAL BUILDING F®G`� RI,� 0 VALVES n _ r ^_', „ .�• } $ i . agaaoo 00000q � „ ( 1 » _`� 40' 2O U fL1 M NT I as pa a a p 10 1 Q xs Ct>��y+. DUMPSTER PAD p oa opgoppopp `+ :. a •, :.. ['71 ',, : y •. Q OpO000appap O � • : { { -. , appa DUM ERPA,D { o a s. � I 21 _6: GTE 1 � 1 .� I o 7 � ; appp p pap a 114- / 4-[� L 1- 4 34±J O Oq op Op . , O O O O f O ! 4 a f . . -x i + o 0., VALVE T N 4 �1� 6 .GATE L E , _T �• 1 FIRE HYDRAN I T N0. „ T;,NO I : w w , 1 6 BLOW OFF o a `� E 5 ASSEMB , Yti I 1 FIR HYDRANT I 3 'x3 'x24 CD I I F i i I ASSEMBLY -y .4 ,, EROSION -G N 0 g ,n o , Ir-., STONE a� u� { rQ N �y I 4 SE ICE J h1 --CONC. FLUME o _, W . + 1 + (TYPICAL) w w + , ( ) I _, , I I I I II I 4J w ! � I + LL. li { L (. Ito � t . + I 1 + I I � I L_ I , ! , 0 I 4„ S I I 4„ L w I co I 4 SERVICE• �, ( I TYPICAL TYPICAL) { c� ( ) ( (TYPICAL) ti „ Y, I I I• I _-.�--------24_ CONCRETE- ,,10 LF 8 RCP + j CURB &,GU ER I { 1 0.5%', ' 1 { / I I o - is � ��•, MATCH - LINE A-""f"1 - I a k .- th O I r M : p 0 ti S' I 4. + + + F { t + ( I ( I! !I II W 6 co. w I I 1 !! II _II + TYP. t, O9 ., I i�t I1 {! II dl 4 , EDUCER / GATE VALVE / �, . S R p I tll p _ 10 L CP �.-� 1 A i LEIS I II I I! 11 fF it , _ , ., :.. ONST I C o 6 C.O. • •, .._,,, ;, � �.. I, � , � , Iw 1 I II I! I! I _j. TYP. ? 4, ENTRANCE cn >n cnl „( } r }. o ��/ :°O l! II f( III ` �. i I 0 L 48 RCP cn :, '� + i o ju 00 I h v � , ,> •, ,. r �,> �.. � 11 I L I I I I E cn 1 R P .,. I , 10 F 8 C ; r�... .. 12 x8 TFE _ :,. • . r , . ..... � EXISTING MATCH EIS 5% r ATG .. ... 1 2 GA E { to , ,. .., to , -fit___ , ASPHALT GRADE � 1 8 _ G VE o, h + ti „ I o c91 h i `L h N , ti,, I j, `�y » F- G.Q. Z 3 P. \ 1 I I I ( n t I{ a � • I j o Lu 1 + II I N N ` (1) n I I 8 TEE ,i l l i , { ( to ( II II tZ �. 1 (� r ►n a u� „ „ EXISTii�IG SSMH No. 8 a TS f N0 1 o rn , I I , _ rn (1 } 8 x6 RED CE I I I I I Cv , o TOP (FIELD VERIFY' oo � • r7 to M M , 1,. _ 6 GATE _V LVE 1 I ( I • 1 � o j ,� : I O � I„ INV. 11.84� cfl I 1 - 6 ; C.O. ; II I I I .., I I -� -� w w + Stv;H N0. 1 I ! I . I I ,TOPI II I . t 22.5t MATCH LL:FINISH GRADE • w c� �.. , � � � I II {I +I II (.XISTING `.aSMH No. 17 0.4 j L T 11.7t TOP (FIELD VERIFY) I„ EXIST. INV. 1 ! I ( ) I i { _ 1 O E • 1 NV. 11,2.Ir IE .D VERIFY � �n I ,100 , Ih__8 i V._ IN 14.0 _ NEW , N N -p o I I va CQ cn 10 L c� o ccS 1 ,� 1 I I N EXIST. 12 _Ss : EXIST. sS r+ . 0 I I 4 + P (3- R C L \1J i ( 4 CL �. 4 ;I N , , , r t ( I o o 0 2� 1 r; , 19 l 0 76 t _M 4� . ,•> > 29 24 $.750 20 9 2 9 19.75 39125 16 2 2 ir- 29 i N 3�.25 1 29 o. 3 5.'3 I I _I P EOP--------__ _ _---- -- -- -- -EOP y� ..1 _� � , � ,� EXIST. 12 WATER MAIN ; E.�CI.�T< 12 WATER MAIN -+-� w w o I I I I ___ __ .. `� �.._. _.i o O fiJ U as , 1, I � , w I _ _.� . _ I P t ,. R tt ; e LL iL N C% Ti YY I La. N I I - r co c� ii ( i , t0 1L t y I L z k , C© O ti � w t 6 GATE VALVE � _, cn I 1 &" BLOW OFF ,r I� I , I h h 0 f 0• z I O ,�., ..,,, ,,�..�, . ��,: ti "°� s [ -- 0 x1 x6 C NG. k � w .. _ ___ .... a.,. a teak t- t - - 1 FIRE HYDRANT ', , , , ti� 1 O I �; BENCH MARK q o a p p P T R P CL { o 0 o t t h Dc 00 00 0 ..ASSEMBLY _ '� .,.� _ TOP OF 'NUB No.1 Q01ro* _ _ 0 0 `i ti. 'L I I04 11 3 » e 3s 1 _ +`� {, +; ` I� + ; + + ELEV. 17.15 } 20 U I LI +rw - P 2 6 GATE h 1A x 1 P A o 2 fi GA E tiy- 0 0 2 17-77 GATE o _O ) h I I -� .._..._ . _ _ ,.... _..._ _ , , , ,, , . ; -,...; � SSMH N0. 2 �� � -� -�fAL FLCitE V�Ct�/L I , .-i tti7E5 0 ''Lz)N"C " ,� v ... .,. .,.-- --.•.. -..•- �.•--- l .. 1 TOP 2 4.5 ; t� � � E. � iF_ �� N `y : r' ; L: ��`, t t 1, 1©x10 x6 coNC. / s � d ; , .. ; .: I INv. 17.0 NOS l i� C. i,,�3_ii��,- �1 JI, t �,�#1 � E TYP. THIS SIDE PVC SS ® 1.03%� t s �,tr. 8 DR 35 PVC S ®0.-t% R DUMPSTER PAD "T I _ �_ 1 6 90 BENd i DiVtS10� OF 'A� >I��. 1° ., 1 F �HYDRANT, [ 11 3' � 1 � oI I o O_ 3 o h e ti _I ,4• I�i lW4 _ r ( (. ate SSMH i�'Ct. 4 :-- - SSfi41W N0. � � �.� O M b\ I $ n \. TOP 30.0 N TOP 28.15 u� I I I I 8 INV. 22.0 ' 8 INV.�0.6 ,. s oo 4- 150 It1T M.5-L � { I I I I � 'I CARS 1j0' y0 CPA 2PH�E 3/ PH PHASE i \\ ¢'•+ �/ '..e I, SEAL ; LEGEND -.\ n I r'' •., .�, ,.• ..EXISTING CONTOUR { I I %�,p •....,... \. o� I oo i I 1 I { f G ~G �EXISTING SPOT ELEVATION NOTE: NO WETLANDS EXIST + PROPOSED SPOT ELEVATIONON THIS SITE. SITE DATA ,/0r[it�\ r. ��. TOT?_ AREA 11.0_ ACRES ( I I ---- ----' STORMWATER RUNOFF DIRECTION ZONNG + + I DATE 05-06--99 ,...-.:----- BUILDING AREA 57,876 SF + ' ;., ?.:.,.. CONCRETE AREA DESIGN PGT PARpING SPACES PROVIDED 194 LINE �.,,_.� MATCH L E 1�Lv WOOD AREA ASPHALT AREA 78,754 SF DRAWN CONCRETE AREA 7,629 SF .,..... _..._... a -a,.. r.,. eec.,,.ee•e,. _` TT Iti�... LIMITS OF DISTURBANCE 1TE PLAN + „ 4a WOOD AREA 12,t}g0 SF 1 = F/- W P Q0 { N 0 SHEET 1 OF _ 3 I98074