Laserfiche WebLink
1, <br />CORRAL HOLLOW ROAD,�,1 <br />� � + GoN�TtzUGT 'fYP� 1G � <br />�G�.TGH D 9IfJ <br />'2 iL <br />i A- <br />a4 roo o ,I z <br />ti <br />c <br />O ! p. <br />:O <br />t - � : O <br />ZI <br />� � N a L <br />�3 <br />+ t <br />N � <br />S <br />SL S <br />W <br />771s <br />J� U <br />GiTA.2toa , <br />HOC-_ <br />GoFJ6TIz�GT TYPE <br />- G/`TG1i r=rsllJ I <br />_' ExI�T�NG( aucp PR-IVi�TE• <br />_ atz�-I hl <br />Z <br />A10 <br />k <br />c <br />n A<� <br />y� '�7 <br />naPtivlJ <br />1, <br />CORRAL HOLLOW ROAD,�,1 <br />� � + GoN�TtzUGT 'fYP� 1G � <br />�G�.TGH D 9IfJ <br />'2 iL <br />i A- <br />a4 roo o ,I z <br />ti <br />c <br />O ! p. <br />:O <br />t - � : O <br />ZI <br />� � N a L <br />�3 <br />+ t <br />N � <br />S <br />SL S <br />W <br />771s <br />J� U <br />GiTA.2toa , <br />HOC-_ <br />GoFJ6TIz�GT TYPE <br />- G/`TG1i r=rsllJ I <br />_' ExI�T�NG( aucp PR-IVi�TE• <br />_ atz�-I hl <br />Z <br />A10 <br />yo <br />m.Ta "_ 2 <br />r; <br />k <br />d <br />n A<� <br />y� '�7 <br />naPtivlJ <br />Q <br />° <br />QNN <br />Q <br />0C <br />O <br />1— <br />LL <br />Z <br />3 <br />3vl <br />8`10 543,911 <br />41,011 <br />G <br />fq <br />3z <br />'Js <br />�1' 30I <br />31.381 <br />P/W <br />5 <br />tidl <br />d <br />3/,9.14'1 <br />�/ ISI <br />lP <br />50 <br />100�1 17 <br />41,v(o <br />- <br />N-- <br />LOT 7 <br />111 <br />Q ai chi <br />7 } <br />N <br />it <br />229.35 <br />(= <br />yo <br />m.Ta "_ 2 <br />r; <br />k <br />1� <br />n A<� <br />y� '�7 <br />naPtivlJ <br />Q <br />° <br />QNN <br />Q <br />0C <br />O <br />1— <br />LL <br />Z <br />3 <br />3vl <br />8`10 543,911 <br />41,011 <br />G <br />4 <br />201 <br />�1' 30I <br />31.381 <br />P/W <br />5 <br />tidl <br />d <br />3/,9.14'1 <br />�/ ISI <br />lP <br />50 <br />100�1 17 <br />41,v(o <br />- <br />' <br />Z <br />3 <br />-4 8"PAPZ allo CATCH BASINS A9 6Ew � <br />FR1vAra DRA/uS AND n BE MAINMNfr; < j <br />By MH MAK77A) OLLEAIDDRf 7.0STA <br />DRAWAGE ASSOUAT/OAl - (7YR) <br />(S6E ENCRo4CNMENT PERMrr oN F)Lb S <br />f,G OV15IzIv&Y <br />vel' I� <br />TiP�- vVEI=I.�-Y INTO <br />�x1�iT11JG� I'��EMENT <br />b' 0' <br />0 Ex 4- <br />3 <br />N <br />LOT 6 <br />PHILIP MARTIN COURT } <br />lel I "' $01 µ10r4WIJ 1r4,- <br />O 0 • <br />r -x 1hr. & 10 1 0 l;; <br />0 <br />5,17A-61`0040 10 6TA. ro r60. 00 <br />P90P05eb 6LEV.: 6.70 <br />6•1p <br />!I <br />G IJ AVE p4fi� <br />k <br />—1- <br />n A<� <br />y� '�7 <br />naPtivlJ <br />Q <br />° <br />QNN <br />Q <br />0C <br />O <br />1— <br />PHILIP MARTIN COURT } <br />lel I "' $01 µ10r4WIJ 1r4,- <br />O 0 • <br />r -x 1hr. & 10 1 0 l;; <br />0 <br />5,17A-61`0040 10 6TA. ro r60. 00 <br />P90P05eb 6LEV.: 6.70 <br />6•1p <br />!I <br />G IJ AVE p4fi� <br />IJ O, <br />f'A�I�S <br />n A<� <br />rF+ <br />naPtivlJ <br />Q <br />z <br />J <br />C <br />Q <br />0C <br />O <br />1— <br />LL <br />Z <br />3 <br />3vl <br />8`10 543,911 <br />41,011 <br />G <br />4 <br />201 <br />�1' 30I <br />31.381 <br />P/W <br />5 <br />tidl <br /><1'IP �4' 35" <br />3/,9.14'1 <br />�/ ISI <br />lP <br />50 <br />100�1 17 <br />41,v(o <br />�G <br />Z <br />4dl <br />229.35 <br />(= <br />� jII I 1 <br />h� <br />�o 0 <br />0 <br />�1g <br />0" <br />0 <br />�xiST. 0 <br />11�- I 41 <br />LOT 10 <br />W 31 GiIG, L' <br />W. (R) <br />IOa NI'2 4T• LT. PEIz PG(+E <br />'VTPNn�ae�, T -n4^ 1 - <br />POLE MOUNTED (TYP•) <br />LOT 11 <br />4' o" <br />L <br />S? <br />�tz1�e I�wl� v <br />w I" MAX. x. <br />Vi1R. mm Far - <br />^G ovF.�PY <br />TYPIG�I. tza @ rHII,If MIA-FTIOg. _ <br />O <br />C5 <br />E` <br />T- z s% Ijol: T- Z T 4 m <br />"•.: � Z �l�_' _ � `tea 1U {3j� � U 1% � 3.3Ye � b 3 14 <br />ts� 4y � Z) $✓ <br />0 � <br />43 <br />QL <br />o 1n V� +u t`U 41 S 4 <br />Gu GIP 96 j1 . P7 ai �u " +u Q c1 <br />Z" A.G. P VEi= PRI M E GoPT, fYP. Z" P.G• 2" �.G. " o <br />�`� o o�� o } 1"GIpy9�SP•�. 1 1°GIAG��i/.P�"G�PyyiC�� 1 pio <br />a s r h <br />3Se 1,/-MM��s dopa ��MME�� tzo�n <br />Palo,,- <br />G"G�p <br />�i ou e <br />GxT�. us <br />2 or oo 2 or 60 9TH, yip+ yy Li�MMEf2� �o�-a <br />e1y \ Pro o5ed Profile 6lev.. 6.7o I" lo' <br />8— EXIOT. — <br />8. 46 E.P. � 8 t' <br />8.46 6 3•S o Proposed tinl5hed grade e 0/W ( e s w) a elev 5.10 <br />7— _ —7 <br />�— 6.7o P. w _. <br />—6 <br />E ge o A.8 <br />$— Shoulder 56 —5 <br />4— alw a/w e wiw — <br />�X 12' 4' 9' Iv' F d.E. IIFT-MA-T6 . <br />N <br />3- 6.�o P11E EMEI�1 <br />—3 <br />�x1 �T I NGr s3 t ► y EXiSf. Grade 6" Caber Nallve Cobble /de — 7 6q6 E P DEME"T —7 <br />Ptz 1 �/TE t I N <br />1 ' 2=` <br />' Co. 14 EAP I ti <br />5min.— --- — — -- — — — — — —6 � Exi51. ground z 7- 8-q3 <br />(evg.5.7) r' <br />s 1 ��Y► .�— 'M1 <br />— s <br />- 5 - r <br />i <br />—4 iMeCLO) al (5"C1665 1r A.B• t0�' <br />Q.20 C. 7"C1a98 1Z A.8• Ad - <br />Culverf 5' Min. — 3 TN46-1- <br />�LUr: , 3.R 5.10 —5 <br />�E <br />S E C T 10 i anchored M Culver . 1: r�lnl:a 1.0� TYPICAL SECTION SIEGFRIED ENGINEERING, Inc. � <br />SCALE 1 = 2 3 STA. 0+80.40 t0 STA. 5+93.39 CM Engineering a Land Survwonq a Sfruolurml EnglneerMig ■ Planning � <br />SCALE: 1" = 1 MORIZ. 1' = I VERT. <br />SE JOB NO. 5679- 121 G - 4704 ' <br />z <br />~ <br />Q <br />Q <br />z <br />J <br />C <br />Q <br />0C <br />O <br />1— <br />LL <br />Z <br />o <br />W <br />Q <br />LL <br />� <br />U <br />W <br />O~ <br />U <br />ccW <br />Q <br />CL <br />Q <br />li <br />F— <br />Z <br />T- z s% Ijol: T- Z T 4 m <br />"•.: � Z �l�_' _ � `tea 1U {3j� � U 1% � 3.3Ye � b 3 14 <br />ts� 4y � Z) $✓ <br />0 � <br />43 <br />QL <br />o 1n V� +u t`U 41 S 4 <br />Gu GIP 96 j1 . P7 ai �u " +u Q c1 <br />Z" A.G. P VEi= PRI M E GoPT, fYP. Z" P.G• 2" �.G. " o <br />�`� o o�� o } 1"GIpy9�SP•�. 1 1°GIAG��i/.P�"G�PyyiC�� 1 pio <br />a s r h <br />3Se 1,/-MM��s dopa ��MME�� tzo�n <br />Palo,,- <br />G"G�p <br />�i ou e <br />GxT�. us <br />2 or oo 2 or 60 9TH, yip+ yy Li�MMEf2� �o�-a <br />e1y \ Pro o5ed Profile 6lev.. 6.7o I" lo' <br />8— EXIOT. — <br />8. 46 E.P. � 8 t' <br />8.46 6 3•S o Proposed tinl5hed grade e 0/W ( e s w) a elev 5.10 <br />7— _ —7 <br />�— 6.7o P. w _. <br />—6 <br />E ge o A.8 <br />$— Shoulder 56 —5 <br />4— alw a/w e wiw — <br />�X 12' 4' 9' Iv' F d.E. IIFT-MA-T6 . <br />N <br />3- 6.�o P11E EMEI�1 <br />—3 <br />�x1 �T I NGr s3 t ► y EXiSf. Grade 6" Caber Nallve Cobble /de — 7 6q6 E P DEME"T —7 <br />Ptz 1 �/TE t I N <br />1 ' 2=` <br />' Co. 14 EAP I ti <br />5min.— --- — — -- — — — — — —6 � Exi51. ground z 7- 8-q3 <br />(evg.5.7) r' <br />s 1 ��Y► .�— 'M1 <br />— s <br />- 5 - r <br />i <br />—4 iMeCLO) al (5"C1665 1r A.B• t0�' <br />Q.20 C. 7"C1a98 1Z A.8• Ad - <br />Culverf 5' Min. — 3 TN46-1- <br />�LUr: , 3.R 5.10 —5 <br />�E <br />S E C T 10 i anchored M Culver . 1: r�lnl:a 1.0� TYPICAL SECTION SIEGFRIED ENGINEERING, Inc. � <br />SCALE 1 = 2 3 STA. 0+80.40 t0 STA. 5+93.39 CM Engineering a Land Survwonq a Sfruolurml EnglneerMig ■ Planning � <br />SCALE: 1" = 1 MORIZ. 1' = I VERT. <br />SE JOB NO. 5679- 121 G - 4704 ' <br />