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4L 4' EX E?/OR L / SH TI NS SH4L A BE D/REC TED SO 48 M? 7 TO DIS rURS 40'aACEM 7 MES AND SWEE TS.
2, LANDSCAPE- NAFER14LS 544LL BE MAINTAINED IN A HEAL7Hr CONDI FION 31 -,IAL ,75PL40I70.
Top 3.9 6 j7 -5. SPECS. SE 1,15 IN THE SOIL EROSION NO SEDIMENTATION CONTROL REPORT.
38689 4� THE CON TEA C TOR SH4L L CHECK 4 L L 011WENSIONS AN 0 CONDI TIONS 4T THE WOE 41NO E -POR T 4L L
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5. THE LOC4 TION 0 F EXIS T ING UQL I 7 / ES ACROSS OR A LONG THE L!111,F OF THE' PROPOSED WORX -7R ,VOT NECESS4,17;'L Y
E T O,`v' THE AMID WHERE ARE ONLY 4PP.j1FOXhV4TI 0 R C THE CONTRAC70AI SHALL 0 HIS OWN INIT1471VE LOCATE ALL UNDERGROUND LINES AND 43 jVE ESS4, Y.
THE CON TR4 C TON SHALL 85 R55PONSI 81 E FOE NO TIF YIN6 MISS U TIL ITY 800 - 552- 700! 7. 'O SLOPE HALL BE 6RA0170 THAN 2:1 UNLESS 3�TH SPECIAL ONTION SLOPE 51745!L1Z4T1C_1N 45
COUN TY i APPROVED BY :
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--AS WILL 655EEOELI SPECS.OR 07HERWISE STABILIZED IN ,� 'TEO E R EN T S Oi- THE 4LS5Y4RL5 COUNTY SOIL EROSION 45D SEDIMENTATION CONTROL z TION SHALL BE LEFT UNSTASILIZE0 FOE A 7-,IlyeE PER100 TRE47EN THAN 90 04YS.
0 N NO ARABY THIS SITE DURING THE CONSTRUCTION
S. A 304 50' 004VEL 04D SHAL7 SE M41Wr41NED 47 THE ENTRANCE T:9 THE P45.5'100 O CLEAN MUD AND DEBRIS FROM THE TIRES OF ,EP4,1?7 VEICLES. O P 4 EN T 5 P5 C S 545 S TO E 4 0 0 E. W T 5 P / 4 L S I Z E 2 I OR 2 A C OM PAC ED TO 4 DE - T 0 F W TH'
PROOYSL E 5 E4 L.
ALL �qE TO THE FICiE- OF WALKS 4NO C61FSS AND THE EDGES OF W,4,LLS
UN L 55 S 5 H 0 WAI N N 0 0 0 THE P WIS E .
0. W4 T f R 4 N 0 S4 N 7 A R Y 55 WER 5 HA 1 j BE S U PPL / E D 5 Y TH E 4L 9E41A R L E CO UN T Y SE C E U Th't Y. ALL /11475P!ALS
4NA ME74005 OF CONSTRUCTION SHALL COMPLY W/Tz�/ THE STANDARDS SPECS. OF THE W4TER SERV/CE L4VERWS SHALL BE TYPE X COPPER, MINT WATER SERVICE LAFERALS
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ell COPPER IN01VIDUAL W.4TEF METERS SHALL Sa 516 S4NITAR! SEX'SR LATERALS SHALAS5 4"014. KQ&
Y r 0 R T S S/ 7 E SHA 4.. L SS 6 " 014. IAND PRI VA rE COL L ±7 0 170M. IN50LIT W45TE 015POSAL SHALL BE A CHIEV50 WITH INDOOR STOR401 7P ov -V ag 2 8 0
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o 1 JQH lit, N T E,- L WALKS TO 1?iz-- A MINIMUM OF j L ? A III< I0 IIL L71 Hcf G D10, I0 2 0 C all ICj ILlulian TV. Ritter jou5e Jill I I I Iz 0 i1v 5 0 R -3,3 6 7 iI I',7 e 0 11 /,r, 61 r V a I1111 lit Ill 0 iP L O 7 2 4 ------------- II -50 IC F 22 I4
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1184"1"L41VOS FIRST L A *D TRUST E9 R E �E_ N 3 R 5 R if E G S. 70 9 6 By 2 4 00 gp Res wr D WNER: LAND T. Z P 4R 7 O 6 IF, 2 6 Zcnod U 0, OP -FR: I 1 M En"!
Z O 41 E D R 0. S. 729 /O 5 L 0 T 4 2796 H)'O4ULIC ROAD R_,' 0 1L L 5 , VA7. 2 2 9 0 L 0 T Grover yorlaire s 3,q 8 t�,
0 4 - 9 73 5 J 7 2 5, 550 60/ S I T E S E N 0 H 14 R K L 0 T 2 C. Dirickson POESEN ZONINS PUD PRESEN T USE V4C4N F 6 2 2 0 6 E�is. M.H. No. 35 PROPOSED ZONI/1'6 PU L' P 00 SAL 5 Rim ei. 410.03 Inv. 393.88 rOTXL SIFE AREA 4. 9 2 ACRES L 0 D R A N A G E S T R LIC T U R E S BENCHNIARK DATUM SASED UPON R E4 IN 0 4 U , L O T 7 1 C E i z a A e f b S n z i a U-S..&S. MEAN SEA LEVEL /V 4 I IV 0 2 14 CIRES
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DRAINAGE PIPE 514LL 2 D R A I N A G E C A L C U L A T I 0 N S Q SAN. SE\VER F R 0 M TO DRAIN. AREA RUNOFF COER I N CRE M E N T A C C U M T 0 T A L I N T E N 3 I T Y FR U NI OF F D I A L ENG TH 3 LOPE C A PAC IT Y V E LOG i T Y W A T E R L I N E r DI 3 D 1 2 0. 7 49 49 2 65 5. 4 in/fin 2.65 Cfs WROP 60 I 6.5 of s 5 . 0 f p DI 2 DI I 0. 6 .6 37 6 65 4. 4 2 5. 2 K/ h� 4,42 cfs WROP 29 230940 2 0 t c f s 15, fps DI I 0 U T 0. Si 3 2 7 S A N, SEW E R * 99 j65 K/h� 5,4 7 cb 15"ROP 9 5: 1 6.5 Cfs 5.5 f p s 5 a 4 7 STORM DRAIN STRUCTUR E F I R E FI Y D R A 1 T VAL VE SLOW OFF
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