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SW8960210_Approved Plans_19970107
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I I RAlL FENCE I .L . . . . .. . . r. . . ._.• •t . . . . . . . . . •I . . . . . . . . . . . . . . ©0 G + GL - GROLINi? LlGIIT I i 73 5' . . . . . . . . .4''PVC'. . . OOSE•'CRAa%EE t . . . . . . . . . . . . . 5T SEPTIC TANK I ` �• '+ I, . . . . gg .'.'.'. . . . . . . . .. .. . {^ . RA1 " m I 4 PYC \ ' d Of . . . . . . . . . . . . . . . y i ,..' _ .. r , . WM WIATER METER = _ �R L SEWER ,.j .. 's ? ,I t` ..- _ - _ -. I I �- • _ . _ ,. *....• I rr I Q' •t . *4., .:->t,ly tF: aiT�'�".1►. . . • t I - - -,a,.s`- '^y,-:--�s-•.. .»-.-:..- _ - _ _ CB = CATCH BASIN a ' , RELOCATE f I q �. .. . . . • . . . . . . . . . I } Sl:.R„* - , ,t.a a". - V,wn �T ` I , .+ .• . . . • . .. . . . . . . .. . . . .. $ lA@ - ( ,, .,. . . '�7*! w •e .,a. ,.e» o ,, I I .'fie , .I". s . . . . .®, . . - -`t.+ !rtM - �, I , •r . .I . ,; Br���TRoc 8QX I .t . . . . . . . . . . . . . . . . . h . . . . . . . . . . � . � . . . . . . . . . . . . . . . . . . . . I �' SP m SERVICE PW.E I I ; z Lj . . . . . . . . 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' _ �_ .% ♦ jj33 ., E C O R R A L R O U P O F r< ! :. ,�•Isu, ' •aEw l' INIh. 25.5 ` lyy.2274. eyq. 1 ' I ,. .. ., . v - «,I� k GUTTER ✓ 5 _ . t :. ;_, , - �T. ,...r..•.:, ITT �RB� . M ORH EAC1 t 4 h I ' + �� , e' *%: v • _,t, ;--•-29 -. --- TOP 26.48 `• a /t=• i•+�� f•t , ` r. > '�NJ' INV 2337 • . '•' ..• MOREHEAD TOWNSHO. CARTERET COUNT'(, NC PREPARED 8Y II (ARENDELL STREET) JOHN L. P E E S �INQ I� >- I U.S. HIGH WAY 70 - 100 R/W 409 JOHNSON BLVD. JACKSONViLLE, NC 28540 - 9 PHONE; 910-346-9800 DATE: APRIL 20, i 9J6 I � m - - - - - - - - - - - - - - - - - - - - ---+, - - - - -+, - - - - -fir -- -I - - - - - - +,�q,a - - - •-}- - - - - - - - - - SCALE: 1" -20' E.B•302 , PG:1 4 JOB 952420 FILE NAME: GCMORE&D`WG , �_ Z 1 '' f_` o � OUTERBANKS DEVELOPMENT INC. TH,E CORRAL GROUP OF MOitEHEAD ADIl 1.77 ACRE$ , I �k-` � REF: PORTION OF D.B.. 745 P. 976 P.O. BOX 3074 P.O. BOX 1685 ,PARKING SPACES: 149 ? _� &"4� , PORTION OF D.B. 751 P. 401 ATLANTIC BEACH, N.C. 28512 JACKSONVILLE, NC 28541 ZONE COtiIMERq,tiL HiGMwAy a ak' D.B,' 757 P. 41 WATER: MOREHEAD CITY RE: : I ,.; , ;e,;� - LCITS ?3, ?4, ?5 AND PORTION OF LOTS 19 - 2?, 26 & 27 '- a OF M•B: 1 P. 259 SEWER: MOREHEAD CITY ., ,, n Y• , i_; ' •» g t.u- .', "sL�'«-:. y �+i +`�" :+'�': :4kv, 6s .e ...a' .- x tx> .">"F k . ".. - �'8 �° ." N .,a" a..r M1+w"e R' a 4• � h � a9a 4 CAST EiDN MANHOLE COVER ^ NOTES: 1,TANKS SHALL BE INSTALLED ON ALL I" KITCHEN MWSTE IN BRAIN LINTS FROM DEWEY BROS. INC. CATCH BASIN s RESTAURANTS CAFES, MEAT MARKE TS, � e PVC OR C.1. TEE 9 OTHER FOOb FRAME A GRATE CH BN 2000 rs . HANDLING ESTABLISHMENTS. PLUG WITH 3IR" 2.TANK L_ VENT HOLES �� SHOWN IS 12MGA CAPACITY a IS TOP OF � + 6 J ,, s AYAt LA BLE LOCALLY. r '6} 2►3 '' 3. t200 GAL. CAPACITY SHAM BE THE e• ' STANDARD REOUtRED SIZE: r GUTTER LINE • 4. SMALLER OR LARGER TANIeS MAY BE APPFlGVED-FOR SPECIFIC INiTAt1J►TtON3. 4. PROVIDE PROTECTION FOR TANK IN TRAFFIC crElwOut �,,, { 8" A g OR CONSTNJC`r TANK 70 WITHSTAND wtt� L S" BRICK ., T OAOS ri/REGE55 SaOT ia,rs.6 Ct>MC PAD 1 2 2» a� p�p�p C���� / --r-----�1 3 o" ;. 6 OF TANKSSOI WS.ED PERIODIC CLEAN rttr GRADE v srn c>�ADE S£� •• O •O• O . MAY !,C USED PRE A ,cif►..6" � Z T. IN MARti1MAL INSTALLATIONS THE DECISION, O 0 0 0 0 u � �. LIEU -CIf PRECAST / "* ,�11$$ L THE NEED OF AN IT'WPTOR OUTLET ` c 0'r $fiAl iBE MAD DY CQf-MMLE UTIUTW_µ S. ANY DESIGN NOT CONFORMING TO THIS 4" Z"WALL THICKNESS OBAWING SHALL BE SUBMITTED TO a r TEE BAFFLE VENT �, f r GREENVILLE UTILITIES FOR APPROVAL. 4q AT TOPLON 1/4 SEND COMB I k �i6 BEND 0210 v u ° . a F. cn 4 4 . AA 4"SLOT 1N BAFFLE �- �-- `- v ° ° d e � d d A �-' �, �- J �qy2• -� TANK WA - c 5, D � WALL MTTH MESH I -LINE EROSION CONTROL PLAN NARRITIVE ANGLE JOINT E�_9L NE 2500/ CONC. ap •s CONTINUOUS FOOTING t ` 1. OBTAIN PLAN APPROVAL. INTERIOR WALL 2. CONSTRUCT CONSTRUCTION ENTRANCE. TYPICAL CURB INLET 3. CONSTRUCT DRAINAGE BERM AND INSTALL SILT FENCE SEDIMENT TRAP ATEACH DRAIN TO INITIAL SITE GRADING, MAINTAIN IN GOOD CONDITION UNTILL NEV CH BN 2000 SURFACE IS ESTABLISHED. NOT TO SCAB 4. STRIP TOPSOIL FROM ALL CUT OR FILL AREAS AND STOCKPILE. " EXTpprry� [� � 5. ON ALL DISTURBED AREAS, CONTRUCT TO FINAL GRADE, SPREAD TOPSOIL, FERTILIZE, Ef1tORC:. � SEED AND MULCH IN ACCORDANCE WITH SEEDING SCHEDULE AT EARLIEST POSSIBLE �/ DATE AND WITHIN 30 DAYS OF COMPLETING THE GRADING WORK. 1"� Cat�{(Af��(�1 t1 Gr,EA Ii�cFjG jpP� NOT 1© SCALE 6. WHEN GROUND IS ESTABLISHED, REMOVE SEDIMENT TRAPS, CHECK DAMS ND SILT FENCE, AND FERTILIZE, SEED AND MULCH IN ACCORDANCE WITH SEEDING SCHEDULE 7" DEWEY BROS. INC- 24' X 36" I DROP INLET CH-BN-2 1/4' THICK STEEL PLATE PIPE ID VARIES BRICK CONC. GROUT FILL PIPE ID + 12 c_ter Z 18" A QA ° 2500# CONC. v n c d G v G c a n FOOTING s al fN1v' 1 4" 8" 3 0^ 8" 8" t E 4" 2' 0" 4" ( 54" MINIMUM 5' 0" -`I No. 909S-G1T 4- 0- F - ANTI-SEEP COLLAR DETAIL NOT TO SCALE '' INV= 24.5 f Total Weight(l h TYPICAL DROP INLET Less With - Size A B C Q E F Width Strainer Strainer NOT TO SCALE7_7 �� e 3/• 21'/. 17'/. 7s/r6 4 4 /. 11'l• 3'a 14 15°le _ ."."+�IrF a• aar - - 1" 22'/4 1 T'/ra TSha 4 43l+ 13 311• 15 17'il 1'/." 255/1 20ah 10'la 5 611a 14 5'/t 40 4211. 1'h" 2P/,a 211/4 10'la 5 6sla 15 5'l• 40 44 '�- 18 C M P 2' 3031• Me 103/a 5 6'b 16 51lt 40 4711a ;1 EMERGENCY SPILLWAY ELEV= 27.0 �A� iLION/ EVCN 0, V���It�►�IV� �HEL _'� NOTES: � I EARTH BERM ( oRERjF{ �I P,E� A /� 1. La IS THE LENGHT OF THE 6: 1 SIDE SLOPES ELEV. = 24.6 ~ RIPRAP APRON. l 3: 1 SIDE SLOPES 1: 1.5 SLOPE f El.= ZI.O^ 2. d= 1.5 TIMES THE MAX STONE :wW ve&ti'rbTl✓I� DIAMETER BUT NOT LESS THAT 28 3. IN A WELL-DEFINED CHANNEL 6: 1 SIDE SLOPES 4" F - - - -- -- - I I w I - r 5 ) '11 EXTEND THE APRON UP THE 27 0I 5 �IDr-) _ I _ - - POND SURFACE-24.6 - CHANNEL BANKS TO AN INV 24.6 �- I_ - I- I _� I -__ 2 I I- I- ELEVATION OF 6" ABOVE THE { i 26 MAX. TAILWATER DEPTH OR TO THE TOP OF BANK, WHICHEVER IS - -- - - - - - - - - - = LESS. r 25 4. A FILTER BLANKET OR FILTER - - - - - - - - - - - - - - I 1 e BETWEEN THEFABRIC ILRIPRAPD BE NANDLLED f - '24 - � PON BOTTOMI- 24-•.,CM I I SOIL FOUNDATION. 22.. I CONSTANT POND ELEVATION = 24.6 (48' X 48' ) La I f 21 i I POND CROSS-SECTION I I 2.0 I _ I -SIDE. SLOPES .� i °° � r I Qa BELOW ,SURF-ACE..' L_ O / I I I. . ,• • a I J v �u� I ( I O n ox GR o �- �:i EARTH.'8ERIOS - rO R E O P Y EL,EV;. 24'.6 - _ 11,0` I I 1: 1.5 . SLOPE... ``` ___ I I SECTION AA I ! - � I-i � �-� ► ►-� i �- -� .. I I •. /S - Z'L - \ NOTCH RISER AT ELEV- 25.63 FILTER BLANKET TRASH TACK WITH RISER W/ ENCLOSED BOTTOM ANTI-SEEP COLLAR t . - /4 REBA (4.O.C.E.W.� - (SEE DETAIL) RIPRAP OUTLET PROTECTION DETAIL (D- 10) I WA 1:3 �Dmlzll FOR PIPES OR FLUMES/WELL DEFINED CHANNEL INv- -. a 'to ARFLOOD _ _ _ - _ _ NO SCALE TO OUTFALL DITCH 1" RAINFALL DESIGN ELEVATION - 25,-3' ' �I,G} ELEV. 24.6 I I t�j� ' 'i 24" 18" C.M.P. INV. ELEV.-24.5' 2"PVC PIPE PERMANENT POND - _ _- ;,Qs;t+ssrsssrs.rs., I W/CAP - 3/4" i- i!=1 ;-III=1 I I I- - a*°a 0� H I I -III- I=1 HOLE DRILLED _`III-III I -III-- + IN .=' ;25.3 RIP RAP I IN CAPPED END I=1I I-I I(-1I -- RIP-R•AP (W/HARDWARE 1.5' SEPARA1101 -I i 1=i I`i ANTI-FLOAT BLOCK � CLOTH SCREEN) ' III;III-' (40 CU. FT. CONCRETE) ' 1 L- - - - - - - - - - - - - - - - - - - - - - - - - - - -J WET DETENTION POND PLAN / SITE PLAN & 1/2"BITUMINOUS j y DETENTION POND PRINCIPAL SPILLWAY "ABC STONE PAVEMENT °rsstesassMN` SEDIMENTATION & EROSION CONTROL PLAN (TYPE 1-2) PREPARED FOR NOT TO SCALE THE CORRAL GROUP OF MOREHEAD m a 80 LF 12" RCP ® 0.73? MOREHEAD TOWNSHIP, CARTERET COUNTY, NC TYPICAL PAVEMENT PREPARED BY N POND DATA: NO SCALE JOHN L. PIERCE - SURVEYING 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 cr POND PLAN BOTTOM POND ELEVATION - 19.6 PHONE: 910-346-9800 DATE: DECEMBER 15, 1995 2 SCALE: 1 " = 1 O' CONSTANT POND ACE AELEVATION 2 34(SHADED AREA) - 24.6' SCALE: AS NOTED FILE:CARDPG2 f 1" RAINFALL DESIGN ELEVATION - 25.63' � Q 1" RAINFALL DESIGN SURFACE AREA - 2,610 S.F. SHEET 3 OF 3 REV: 3/5/96 ,r„ ° 11 �:, i../� ' 3 ' y. , i4, •"'ry 4 ' A y ,�I'll°,Is,_11 S "o` pike-------------------- k� �1,10 4,1,,I'j __ . fiJ��� �3 � ----------24--- ----- -___-- - --------------------1,0'5'----23---------- ---, 3`' --------- _ ,yik° _ _ r +- - - - -- - - . —+-_ — . _ — — . - - . t _ . - - . �.- ._ — . _�_ — . - - - - — _ — Ok- .0 SITE ib"v --------------------------------- -23---- - ------------ iDITCH -- ------------- ------------------- ATLANTIC & EAST CAROLINA RAILROAD -------"------------------------ ATLANTIC do EAST CAROLINA RAILROAD U.S. HWY 70 ----- _ --- -- 150 R W k 11. ,I �0 150' R/W i'I" 4t1R° 4 -- --- �- / 1 a 35 LF 1 e'CIAP V- 24.5 y 4' x� t3` I OUTLET ``� �►►fr� ____ ---- - 0 °,1, ' td \a �� �. -� ..ter Ilb �� l'Nw — +,Ib -- -- ---- --- - 26- ------------ -------------- - �-� --------- �' -- ---�,P-' �,,,*a - -__ _ - ---------- - --- t11 — -- --- ----- ---27 28=____________________ -_ — -------------- ----------—------ ---- VICINITY SKETCH ) - 11 L — - -- - - - - - - - - - - - - - - - - �41 40- -- ----- --- -----— ------- --- ---to I - - - - - - SILT S 62'37' 36" E 189.16' o�__ _ _ GUN 0 EIP NOT TO SCALE ------- x, X -- 27 - . . . � ..F _- .yr�y . '"-'�_ 25 '��� I E _..�� I 6 RAIN INK FENCE X ,. .„..,,.�_x» ..�-...__._�_.-_, SILT I --•m- 2p4q'�Co�AP9 ''Z9 I X CE ">. , I :i �' - ` ,.,...,_..,..tuts.;..«..,,,,,.,_,.__"_ __---�. � f" I I i I " . . .,,..,,...�,..,�F,_-.� t � I roPOND , . i i 15 LF 18•RCP I =y, SEE DETAILi a O.e1c N/F 1 �° l I I o� +�6°, '��a DLO"} rn CTatT k i 1 ' I CONSTANT POND�t4} . 24.6(46'X49) S.F. TOP- 28.5 ,' v—"•3 ;. 1 ,. �� � PORTION 04 1 i I �`INwI 25.3 �tv- 25.42 �, ® D.B. 751 P. 0 ', 1'DESIflN SURFACE ti N X �: `^ � AREA- 10 S.F ` I I I G�c. � Y i "tv X °*w., - 2Q63 (61'X51 '-, I\ I , p I BOTTdAPOND ELF 19�''' i Q��� ,. � • _ s T 'R RartiK DES- lt� - — — t, / — — — — — `c� O . i GUIDO' BIANCO Lil Mw 253 --_- -� a t I D.B. 6$0 P. 218 , , _ — -~'I I Syr �i. O� \ -�- X ��. '' I EXISTING DRAINAGE N x as ® . �, - v � FLOW �, 6'SCREN FEr+CE ,� X �� z�do ; 1. i+ + e'CItiA1MJ1�K°FENCC '�'- L 0 I I q , . _ ° . 4 . 1EIP j>tq , °6`•Ti IICI�"COIVC. % �91 I V• 2e•11 ° & . SER fR AI1E� '�' " , T 75 LF 12'RCP O 0.77fi ._ .�... p ° --* — — — — _0 - , - i _ I _ - 4'PVC COMPA 1 ° °° - _ _ t ,,, - _ _ 7. ' v , �� ®+ _ TOPS 280 , w I 6'SCREEN �' , IIiV`.25 8 '� � 15.3e• 4 SO.t 3»• X® � - SEDIM�tT ITw a ' 6• GRASSED AREA SCREEN / f' ,I I,., -I i � I FENCE�L i , , . I I �p�1,''.'' � I 6L240' 00* E 40.00' 'Il, 1 1',+ Q34 r m•s I SI$ PROPANE i �lU�, I I WIRES I k I j +1161 +111,! 4,L1 a1 P " I 'L , ( — CO 2e 4 X c I . � i � --- IN 26.10 QT • { A E 1 PAD ', ' 4 4 t _ I I I -� \� - 1 � I 12'RCP � 0.6101 � I I I ��. \ v EIS - EXISTING IRON STAKE I I ENI SEPTIC TANK I d i f a SIS - SET IRON STAKE T1tAd V *88 ECM EXISTING CONC. MQN. '� 1 I ' I "ISPK SET P.K. NAIL ; I i ( 4e112 ` - j IL.� -E- - ELECTRIC PQWER UNE _ --- " PP POWER POLE ONE ITCR p! - .. . . . . . . . . . .v. . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . : MH - MANHOLE MASC{1R'• BLDG. 4' I F` 4.� 28.ao �O, LItiHT POLE I• r. 1 V LP = RAIL FE CE i i�AV�' 11 ` DadJE DRAINAGE UTILITY ESMT. I t 1 ` ; t . . . . . . . . . � _4Y I 73.5' . . . .I. . . . . . . . . .,. _ - 9 T Gl = GROUND UGMT t — — I . . . . . . A _.- 4 PVC � ° foj-. . . . . . . . . . . a . r $T sl 1 - - TANI( ti ST SEP11C - - _ SEWER r� tN/ - NAB !I '�ER _ ,+; :.:.. ,: I I i ryA r� coNc.1� ,"�k `• � CATCH BASF i I M1.. . . .I�. . LAB . . I .-- a t ,_ 2 uj . . . . . . -%%' . . . . . . . . . . . . . . . . V. .�. . ., T$ - nPHONE 90X , I . � ' 1 :� .r � �y . . . .. . . . . . . . . . . . . . ,. .�. . r s . . . . . . . . . . . . . . .. . . . '• . . . . . . . . . . . . . ,'� ` 3• a Ee - ELECTRIC BOX I I I 1 TO DETENTION I F . . . . . . . . i?s y `- ,-.,,. ,-._..,, �,_ _ . SF' = SERVICE POLE I POND iJ I x . . . . . . . . .'(- .. .'. `. . . ,� ,t &tom '' + a WV = WATER VALVE ; --,*. � —� a--- . . 6 c�vi p .'Jr coNc 'r, °' I 5 3' I +'. . STfl o£ ENnc�N CTdcT ', �pNCRETE WALK I C — �r. . . . . . . . . ,sLA6 a 0'� 0D -, i P.OMp. ' D.B. 751 P. 401 ,,.t CO - CLEAN OUT I I - ti ti SIGN I { + �, y• � f1i - FIRE HYDRANT L-- utl %+ CMP - CORRt1GATED METAL PIPE . •DRAINAG i + t • I — — — — — —. . . . . . . .-. --` - — — +-t 2�' I + �' r, DRAINAGE . ` ». MW - MONiTERMG tirEtl I t ;. :'BREAkCJNE I , �, U , + , 6�' .t + I 3w i "-- — C4 + BREAK LINE „t 'f. _ ri, .. a ♦ . + ft � .t . t i� ' �� � "�• 'r 1 1' � a tC e,y } .. HANDICAP SPACE I : ,. .L. :.� P � .. 'I . � .� X I i ! , i N 0 �, 29»!S EXISTING ELEVATION I •1; t, +. ,L 1 r . t. L .,. , :j'i 0 �'I 4 .. r, r 3 11 `+.: m PROPOSED ELEVATION I . . . I % . • I I . ♦• �, AL c c. T N 1 j e •� , • :�' .,. i I 1' a I N a CTION .r r .• o ! I wTRAFFIC DIRE }} . . . . ,'£XIS tNG a + i 1 , IM C0 �'. I , RCP - REINFORCED CONCRETE PIPE I - - PARK�IC, . 6 _ 4 t tv ,. TYPICAL , •- , I- XIS'JgZG.[ 2J�IIdA,I"��r. . ,' 1 ter f 1 .' ,� I � . , ,.w . ' wC Tx� , I . .. .'. '• ' .. _ . . . ( i DENOTES EXISTING IMPERVIOUS AREA i FL,01N F.t. •.ASRHAET . p .11 ti I j' . .- .:I' pp p TYPICAL '\• .t. ,' .I r, •. . I N dy'r s„ I. ,F• .I s . .. I O h1 .� , . % t : . 1.. 4'. "�Q t 3•t' I . . • . I .j O'OVERHANGI i� — —I I '\` ` _ .. A T'EX1$TING ... . . :. I . •.04 T % . a � . .:OUTER BANKS f3E-, ' ,;� P• ,;,..: !,%.. f� + _ L' •.�,.. • J. �� I ,.. , I . 9,� , PfA2TI OPI`'OF tom. <, ,` 'til . "I '?y'1r �1'�' �+t, I t ♦ * .ry 1 t THIS IS TO CERTIFY THAT THIS SURVEY [T:B. 7i45 P t976 , r.I +. •• , . 'I . a I \' •, 1 ,,:,., , :. .. i ,` V. AND MAP WAS PREPARED IN ACCORDANCE t I ;' , I , . 'I . , •I WITH THE STANDARDS OF PRACTICE FOR + I I . . , •i- G• f - , .. ' . i ,.. r L LLD' ` .% SURVEYING IN NORTH :._T_.- ,'— G . CLOSURE 15 -TI I i _ :50. 0 al , +' .) c I :. . .. FLOW t 1:1 I ... ,I: .,. i.y t , ,t. 1 0,000, THAT THIS MAP IS + •f +-T-•- r - `fr I. NOT INTEND I: �— r ,Q61g, RECORDED• a I Rl '11 .. � • . ' � -I... ,�: --. ---, __rr- ,-r t- -�--� -... 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GUTTER L. .rr ,,pta �•�� ' '••!�•;t. . . `s-.,ar•,...-a-,_"-2 __-�U 2e.4e + .+ + , - - �+� -,. ,� I ,�; `' ;{, INV 25.37 92 LF 12'RCP iME .�, MOREHEAD TOWNSHIP, CARTERET COUNTY, NC '� '�L - • S. .., :� , •o rnE `� . C,�r PREPARED BY f 4Y .• I - iI (ARENDELL STREET) �fe�ee►e,3°` JOHN L. PIEROE -- SURVEYING , �, 11, e 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 I I- y11 �,�• II U.S. HIGHWAY 70 — 100 R/W PHONE: 910-346-9800 DATE: DECEMBER 15, 1995 {, _ _ _ _ _ _ _ ,�_ _ _ ��_ _ °' _ _ _ �� SCALE: 1" =20' F.B.302 PG.1 ixa t - - - L - - - - - - - - - - - - - -+' °�- - - - sA - - �-- - - - - JOB 952420 FILE NAME: MORSTORM.DWG �' r,, REV:3/5/96 - " r , r s 20 10 0 20 40 $0 REV: +/r/16 �r,ka ` OWNER: DEVELOPER: SITE DATA: J I" LOUTERBANKS DEVELOPMENT INC. THE CORRAL GROUP OF MOREHEAD AREA : 1.52 ACMES t - * �,° .• P.O. BOX 3074 P.O. BOX 1685 PARKING SPACES. 116 �1T REF: PORTION OF D.S. 745 P. 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I a" " ,:',�, 7"- ,�,'4 �1' i��,,��iZ�,��,.�,kvt,!Co,",,- ,�&.�,�, I �"A . - � ,, ""-.,I, L A'.�� I I I 'Ii r," � '": "'. ,,:�" . ; I �-, , I � �� ".1 ,1, _.,I I I I I " �- , .7��,X r 1, ,-` 1. OBTAIN PLAN APPROVAL . " W$�, . -K, 11 1� , ,� , I # It I % I I '', I '. I , . I , 1". I fb .�. 7 , , 'L �,,,,,��_ ,�r' � I , . . . � I I" , '!�, I� _�r,, I , � %, , . # I w � � I . :, � , ,, , 1,11,"" I " � ,� 1�_�� I , , -I,'- � � '�� - � I . � , . ,", ,� , I" __ww� , ,"��:� �""',"� " ",, " ;� 1, ��, I I - .- BAFMIE WALL; � , , I �, ,,�,i�,,�:�,��-," � "'� r , ' I I I " , ," �_ I , # L I ; I .. '... . I � I ' _ _ �, � '�w' ._ �,"t,�,." , � rYPIRAL ,CUM.1NUT , 11 �1` ' I . I . "I k�ll ,*-, _; 1 � . I .1 �', ""r' �� ___", L� &�,� , �, .�,, 2. CONSTRUCT CONSTRUCTION ENTRANCE. ,,1.1,�11 I """� �r�I' I I . ,,,- I I 11 . I I I . ,.-, -,,�I , �"', ,:",e 7 111. 1, , �, I I ,� , 1 . r�', , I� I 1.1. :1 "' R, " ,1, - .1 I , I. , ,, , I _ 4,�iO, L - . � - I I I .. I - � I � 1'1'111!1',,1 �_�� , I I I I I r' .. I *_� ,� I pl, I , I, , - I r �, 3. CONSTRUCT DRAINAGE BERM AND INSTALL SILT FENCE SEDIMENT TRAP AT EACH I I I ,i, - I � , ,I" , - I . I I .1 I, I I I r '','� ' I I I I I—,,"I" i"'', ,, , , I . .I - 11 '' " ,,,, A� '; � � I �"11. ,��' TILL 1, . - ,. I " ��I�,, 11 � 1��,IJA*l � -i� , � "I 1, , 11 . , , -0 � r ;; . .11 NEW 111. � - f, 11 Ill:,, ," , 'e,,,-. . I - I . I I I 11 I '.,'�, " -,,� ,��',�,',':���. , � I ,-,�, 'l-,1 � I CH ON 2000 , , I 11 - �_�', I" '' 1 I , � - , � . I - I I . , DRAIN TO INITIAL SITE GRADING. MAINTAIN IN GOOD CONDITION UN , 11 e I I I I : .�, _ ., �. � 1 ,�, , , ,, , , , ,�' ' ' I'l , ,%' , - oi_ �� � I :� I I . � I I �, ��I I , , , . i � � �, ��6_�" t�,, �;""-,:�-�-0 , , I - " — � �',,, . ,, I 11 . ..... _ 1�,�: _ , , 1, -, , _.1 I I "I�I �,. , � ,� . , :,',,�T""It',' 1;1 , , . -, , ,� N-,�,,��,,,�v I , I 1' , �"�� , - � , �,,,�, - , �,�il i4 � I e , , X-4 , , I " .1 I- I I , � � � :� , � , I � I . 11 I �. �, , " "' I - , : 1 1�7:�,'11," I � . I " � 1; I - I SURFACE IS ESTABLISHED. . � "T TO " � , " :,:� , , , I I - I � � _ v""_ , ,� , I , 1�� � , ,_ � I 111. .1 t - . . . j � o , ,]"I I � I * 1, ,,, I I I ,� . � I 1 ���,` I , , - . I : _ �,"�, - I � � � L " � ',,�4 , ,, , - L,� �,�",, ,"T ,�; � I � I ,I I I , I I It, I'll . " I 11 �� ", I W. . � � I- I , . I 11� 11 I � � ,- � �, I , , �1. # �� I , �, '' I , , I I .. I - � ,: .,_, , � , - I - , , $c 4- I - ,,:I , � _', � ; , 4. STRIP TOPSOIL FROM ALL CUT OR FILL AREAS AND STOCKPILE. 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E ,I,�"*I, 1, �- -I DATE AND WITHIN 30 DAYS OF COMPLETING THE GRADING WORK. "I �� L� � ' I , - � r _ , � , , , � I , 1. I � ; ; I I , �0 1, ,��, , I � -L v � ,� I I I I,� . I I . I - , _ I I � I � - 1 _�; ,� - . . . . I � � . I I � I I � I A� ,�, , , . , , , ,,.,r,,,,, 1 . I L I . , , , , ,,� " ,� I I I -` .,,,, � ��-,,'7 1 1�, ,,� ,:1, , , . 1 I " ' I � , , - 1. 1_fv I I � �, � I 11 S SILT I L I � - 1 , �_ � . �, I I , , ,,�,, , I I lq 11 , , I � 1,��,,,,� ''I . A 1 . ; , _ , � _�, � I.. .. I I I, I I I 1� I wmm, f , I � I . I � ;; - L I I I _ � Ili I I I 11 I . �, I � � , , �i�'�' 1�I , , -I, ;��,_, ; � I _. I � .1 I I I I - ,�. ,,�,0 . 6. WHEN GROUND IS ESTABLISHED, REMOVE SEDIMENT 7W , CHECK DAMS AND 1- _L I I I I 1�1 _ � � I , ? :I .. .I . � . . 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