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HomeMy WebLinkAbout8" WATERLINE & 8" SANITARY SEWER EXTS TO SERVE A&L SANDBLASTING CO.Q y rQc C4,0 8„TS pp 0 �\ 7 68�34 oo; / RoNoN 25 m EXISTING 12' W.L. FIELD VERIFY LOCATION AND DEPTH 15 cy� IN E S W z J O Ln U + Q.o :El , W U � 25 MAN! i �Y I� m 15 8' IN @ MANHOLE I.E. 13.22 m W z rR m V oQ DRAINAGE UULLT W z U 0 O ~ 0+50 MANHOLE MAI14TAIN MINIMUM ' BURY 245' 8' PVC A WA C-900, CL 150 -77 8' IN. E. I.E. 13.46 245'- 8' PVC AS TM D-3034 11 0.33% N 25 0 15 8' I.E. 14.23 10 10 10 1 1 1 1 1 1 1 1 110 o T 07 0 0 Lo o un o Lo o Ln 0 07 Lo o Ri Lo Its o cU Lo o cl1 I� +o + + + + + + + + + + + + + 0 0 0 0 — A .-� cu cU CU cU cU PROP. 811 PVC. SAN. SWR. SCALE: Hi 1' = 20' V , 1' = 2' 001 Ir W Q z 0 a U m Z Z 0 a 0 a Q � ❑ 0 o o 5 a a 48 w w� �x 0 oz zx w� 00 w� v c� �a �wca N N NEE N��SE NO $ 35 32 E CNP\F 4? 177.61' �� ' ° :' a� a a °•e d°ae. .' � d d '.P °. ♦. A p° 1.�.0©� a. '° ♦ � p" ° a .°..d: e �a•.. _ p.°,°. (b PSQHF� °. ° a .: �/�d� ° ♦ d !° . Q °a' � .a_n .° . ' > ... a d' � e. ° .° y p' . .0 .°. n < .: :d ♦<' .\ ( J a a ° .a •a .., $ �,. :' •a b. A. 4d. r� n6 °�♦ �.a n'. d' .: �d 'A 'a' °� "� � d ° ° ��0' �'° °p: ,: .. d a ♦° P. �8' .a >° .e .. ..y tr a'. ° p. �°: p• :e � ..a �'<.. e .. .. .° ': � ° °� s p.. a.� d .e ° aJ�y� .° � C m CJ p^�:J \ .• ..° p. 2 � •. e. .. ° � .°• :♦: a e .5;.. ° a�' np �.; a ♦°'�♦� n >•..>.Q ��° .. .' ♦.. s a �y ^_ ;s � .>' .♦.: e .a' p d. �4<' a° ° a a. °. ;ed' .�. :e n ,..d .'°� f ,7 '� ♦ P °° e'° °. d °.�.. °.. R SE ' a ,y ° •_°: �6J _........ h°�I ♦y. ., °a aD° O°p•q• e V BU JL R p A. aa;' ° (6ae . .'an°'. d „RAP ,ad .d a .. ° .° . po Y�L v ° a il '°°a. p'n d ° .appa' •gd .d° ., trp ♦.. Lu. °.e ;y.<: a .� va� .°.°. a •a" •'♦ a � °-'e :a � "'• •d' a > 'p .a°.d ..°' 'a. :e a p e .. � a � ° ° IA. . •9 .' .•° ...' a: <d♦ .g °'d .a .'d ° •a ° qp. :°a.s °d.. .da .°• ° ♦ M 4%. F�, (� P• 1"'�V• a.' d ..♦•°p.♦•: °. ° ♦ a °•.�•. p ', n ♦d:.°:°. •:° .. 8 1 ♦ d :�. .•0 d ° °• 8'a.. a ° •° d. °, e ° ° :: 4b p.• °:'e .:.''° d, a °s.• ab .'a a' :° pa.d P,. ♦°, ° d , a a ♦4 �.. °.. °, 6. T ° ° p°: .. ° d' ° a e pQoO• PN•S �• d�.° ', � s n ° ° '...a ...•'P . dO q .e . stb p.a :. °. _a'a' a ° .p /�, ` O O O Q� CH. LINK FENCE ,a > '�Y. e. n o . e.. :p.ea .' ^i ° 'q ..: <: • n'° ° °. °. ' '< 6•.°a "; PROP• G�MP\N ado ° e > . a. . i , 10 Z Fo? O O \ PROP. PROP. 8" PVC ASTM D-3034 SEWER LINE fi � - - --------------------------------- 8" PVC AWWA C-90, CL. 150 WATERLINE �--------------------------------- -- ----_--_-------- ---_--_---- ---_--_---- ---_--_---_--- -_ ---------------------L \ P P P P P P P P P o f N70°55'00"W 1219.63'1 - Lo STA, 6+80 8" 45 BEND N HL&P CO. 10' ESMT. & AOJ AERIAL ESMT 5' WIDE, FROM A PLANE, 5' ABOVE GROUND UPWARD (H.C.C.F. NO. H-054872) 1— 8" TEE �1— 1— 6" GV&B I 25' UTILITY EASEMENT TO THE CITY OF LAPORTE, NON—EXCLUSIVE N.C.C.F. H131558 1— 1— FIRE HYDRANT 8" PLUG w) V U + + co N 25 25 w .J w -j S Z = Z Q Q c c NATO AL GROUND co 20 a a MAINTAIN MINIMUM 4' BURY MAINTAIN MINIMUM ' BURY MAI TAIN MINIMUM 2' BURY 385 L.F.- PROPOSED 8' PVC AWIWA -900 CL. 15 WATERLIN — _ - — - - - �_ 15 15 I 8' DU _ W. 8' OUT _ LE. 1 .00 I.E. 1 .2 I.E. 14.33 200'- - 84 L.F.-POP. 2' PVC SCH. 40 FORCE MAIN ll - 8' PVC STM D-303 @ 0.33 . 10 10 CD CD n CD Lo Lf) CD CD Lo (U CD CD Lo n CD (U CD Lo n I� o o Ln (U CD (n Lo (� CD Lo CD (U CD Ln Uj CD Lo CD Lo � CD (1-I Lo � + (m -f + -t . f + + + d F + + + } d + 117 + I Ln Ln + � { tD + + �D �D + + I� + + + + + + co m 00 SCALEi Hi 1' = 20' V: 1' = 2' WATER & SEWER LINE EXTENSI❑N A&L SANDBLASTING & PAINTING CO. Ft. Ca^ , iTfi 1728 N. HWY. 146 13327 o b« ATE ECEMBER 1, 1999 H. CARLOS SMITH DRAWN, ENGINEERS AND SURVEYORS, INC. SCALE, CAD FILE �N j J,W,V, r P.O. BOX 529 423 N. HWY. 146 3294-99,dwg PROJECT, 3294-99 ( LA PORTE, TEXAS 77571 PH. (281) 471-4226 FAX (281) 471-4228 SHEET 2 OF 5