Loading...
HomeMy WebLinkAboutNCC191524_MODIFICATION Supporting Documents_20240923 co 0 \ ..3 , s,'`' lirro = RvP- AP v* ROCK LINED SWALE ppllWiifil \ o C'', Illpion . irt• � �� ROCK LINED SWALE 61• ,� 4„ � :, d c ti , illIAPPI ,�� , 18" PEP = ,k it �t� �ii � 1 10 ,. --11111.1p.�_ _ PIPE •IEL . , z DI `fl /� ' % � �' P PPS S�` _� � • � _. yr 0 ��_ ` PAD m ia w m Lz z , / �,����I'' '1 RV Di A �,0111111.1141 ,. � -isow_R\P-RPY"vy�� '__ ..' i��_—� � _, x � �o .. �, �— ,ITV I TA is �,w ,� /14411116._ ,,iv4 v,::,.. A . 4 1gpi C= 0 I461 ellillprz - Numm-4111111W-._ •�itosi ���' PE R pP0 • )( 4*. S \ J 111.t �411011._ _ fas R- ♦s\ �Al, -� � s 0 ��` �',,��� . •� 9l / o_ U Oftlikik 0• vv_0,_ •: a \ lim Wog __ � �� > z ralimm..44111111**111, ` 1111111 -- �N FED » 0 ♦,� WI Z eL 0Z t Q o STAR MOSS ROAD 10+00-16+00 0 Z 0 0 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 135A9 GC I [4n 6 I 3535.65 �� I z52z 65 I 1 3527 5n 1 I min 5n I 3530 cn I _3526.50 13525.75 13528 50 3557.00 I JJTJ.VV I JJI TL.'V I I YJL/.11 1 I JJLJ.VJ I 1 vvc .vv I I I JJJV.JV I 1 J°L; .VU 1 I II - .n 1 `50.51.6 0 O 36 I tou I +50 I +10 I I +00 I I +10 I I +m, I = + 0 1 +50 I TJV 3600 Lu Q o 0 _1o + 0 0 fl O Q o + Q M 't C. + o LL • 0 j + O In LO J QQ J P7 N N Q InI cn 0 co O Q M H W ppW�� N 0 N j a w 35bU 5 J L'ROPOSED FINISHED GRAD c_ w 3560 \__\\\ >_ D fie KK JEHLE \-___ IrvinTian nn� 0_ W Revisions \ 1 EXISTING IIVb bRHUL 1" Date Description 3540 j4*-0o \ 3540 a _ _l1CCvv�D_ p_I'EP PIPE" PROPOSED 18" PEP PIPE INV. ELEV. 3518.00 00% _�--- - ...�. — — Designed By. INV. ELEV. 3513.00 •0000% 9.00 TURNOUTS SHALL BE INSTALLED 00 0 - ___ D P J APPROXIMATELY 300 FEET APART 5.00 Drawn By. D P J AT THE DIRECTION OF THE ENGINEER Ong Checked By. 3520 BASED UPON FIELD CONDITIONS 20 ENCOUNTERED DURING CONSTRUCTION O- - 60'VC - DPJ 100 VC Job Na.:190001 15" CULVERT CROSSINGS WITH CHECK DAM I Date: INLETS AND RIP-RAP OUTLETS SHALL BE NEW WATER LINE 12/25/20 INSTALLED APPROXIMATELY 400 FEET APART 100 VC - Scale: AT THE DIRECTION OF THE ENGINEER BASED SCALES: t No.:S SHOWN 3500 1 " = 20' -0R. 3500 Sheet UPON FIELD CONDITIONS ENCOUNTERED C-21 DURING CONSTRUCTION 1 " = 1 0' VR- T. 1