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HomeMy WebLinkAbout6" SAN SEWER EXT TO SERVE 1507 PARK DRI w UJI z m m � m m C m G O w Z Z 0 Z Q • a m ? � 2 o cc �M 0 0 N.T.S. PROJECT LOCATION sH �S 0 0 O 0 'P' NORM ST. DEER PARK & NORTH 'L' ST. N M POINT'S NORTH 'H' ST. EV BOUR'S CUT BLVD. � t AIRPORT N / \ `F- SPENCER HWY. WEST MNN Q p m Q G % o 90 � H ¢ W. 'G' ST. m O 4 o FAIR 0 PARKWAY o J m j W ¢ a GALVESTON WEEMS BAY = cCABE RD. SHOREACRES LOCATION MAP Not to Scale City of La Porte, Texas Planning Department CLP PrNo. 20001 MAYOR Norman Malone COUNCIL Michael Mosteit Charlie Young Chuck Engelken Bruce Meismer Howard Ebow Peter Griffiths James Warren Barry Beasley ACTING CITY MANAGER John Joerns r, I_ "0 r ,11.D1. 0. 10 1. I SHEET SHEET TITLE N0. 1 Cover Sheet 2 BLK#12 SURVEY 3 Sta. 1+00 TO 3+82.5 4 Detail Sheet PLANNING DIRECTOR 4 w, DATE: 2—ZO — 03 2003 7101 Sheet I of 4 CITY OF LA PORTS _ PST DRIVE ( ASPHALT) a 24 23 22 21 20 19 18 17 16 15 14 13 12 1 1 10 9 604 W. FAIRMONT PKWY. LA PORTE. TEXAS PLANNING DEPARTMENT ENGINEERING HOUSE # 1507 DIVISION PARK DRIVE SURVEY OFFICE E 6 1�h rn GARAGE 9� . • " - �G �Q� Qi � 012"OAK• G OPK - 9" - S BRUSHLINE - &TREE LINE 4. \� DRAWN: R.J.S. "v J x1� y .I 0 4"OAK \ o. M.H.# 1076 EXIST. \ G \ 1 b 3"OAK 017"OAK =- OCLUMP AS TREES �G 6 •7 \, 0"&4"ASH fig• X •2"PALM 016"OAK 011"OAK 4"PINE CHECKED: G.R.M. s auc 016"OAK 0�' p18"OAK '3"YUCCA / \Q \� APPROVED: D.K. ` 012"OAK y- 017"OAK Y CHNNUNK FENCE 2 r \� \g 016"OAK Q16"OAK / - 8 REVISIONS 26 NO. REVISION / ISSUE DATE 1 ORIGINAL ISSUE 1/03 2 REVISION ISSUE 2/03 f\Q• 7 3 27 \ry AP 6 0# 5 5 6 016"OAK 28 wLfr �w 011"OAK 5 �C(j 1507 ° 2"OAK / N PARK DR. 29 4 PROPOSED OAK o 15" OAK - SAN. SWR. ,, (80, pt, o, OAK ' 3 >;, SERVICE �G ,�s?�' M.H.# 1153 2 SCALE:1 ° - 20f LOTS 9-15 N. RIM EL= 13.56 W. 12" PVC I.E.= 4.10 E. 8" VCP I.E.= 4.45 BENCH MARK: "X" 1/ 1/. FROM F S. S. 10" PVC I.E.= 4.16 CHISELED S.W. COR. CONIC. BRIDGE LINE IS 2' sTu6-our) @ LITTLE DEER CREEK & PARK DRIVE ELEV.= 14.42 ('78 DATUM) PROJECT: SHEET: 2003-7101 � O DATE: 02/03 SCALE: "=201 L R:\PROJECT FELES\7000-SAN SEWER RELATED\7100 03-7101\2003-7101 1507 PARK pg2.dwg 9 a� F [Z] = N m a w 0 m 04 z¢ C7 a m w �w AO o o `.�J• � I m o�o�zo GENERAL NOTE: I I I I I i I BORE ACROSS DRIP LINE IF "LIVE OAK" IS ENCOUNTERED. ALL TREES FELLED �\12"OAK MUST BE REMOVED AND CARE GIVEN TOADJACENT PROPERTIES. 1�7 � 16 15 14 13 12 1 1 10 9 GENERAL NOTE: "OAK BORE ACROSS DRIP LINE IF "LIVE OAK" �� z I IIS ENCOUNTERED. ALL TREES FELLED p M MUST BE REMOVED AND CARE GIVEN TO CJN NADJACENT PROPERTIES. cn Q V �. 29 28 22 26 25 2,1.p ."0 �v HOUSE # 1507 PARK DRIVE 3:1 ARUSMLINE BL- A TREE -LINE "2 � " > D - M.H.# 1153 N. RIM EL= 13.56 PROPOSED M.H. "AAS lork4 ASH _ PROPOSED M.H. 5� j W. 12" PVC I.E.= 4.10 OUT N. 6 I.E.= 10.31 _ UMP -ASH' THE IN W. 6" I.E.= 10.41 •?' \v PROPOSED 21 E. 8" VCP I.E.= 4.45 S. 10" PVC I.E.= 4.16 •' S/8» OAK - _. • 2-OAK.: •: N 0 4"OAK I CLEAN OUT • ' �j•_ (S. LINE IS A 2 STUB-OUT),8"OAK 01 "OAK K ( / 010"&4"ASH- 6 ,� ��' •2"PALM 016"OAK '3"YUCCA 011"OAK •4"PINE 015"OAK --- --- 11 „OAK Nc _ _ _ _ _ _ _ ROPOSEDI6 LF6"SDR 35@0.50% x6N 14"0 ` c 0 . _- A18"OAK _ ®/®e_ a PROPOSED 107.2 LF 6" SDR 35 @ 0.50% 17"OAK 0 \ "Y 1+00 014"OAK I 016"OAK I 60OAK Q16"OAKSTA. / ci S. 6" P.V.C. 112»ia ® ��� / STA. 3+72.5 4" WYE/CO (9 LE.= 9.48 1s o e / s I.E.= 10.95 'W SCALE: 1" - 20' SCALE: 1 " - 20' � ' eea"OAK ® - 7 - '`�'� BENCH MARK: BENCH MARK: M 0 / z CO. CHISELED "X" S.W. COR. CONC. BRIDGE CHISELED "X" S.W. COR. CONC. BRIDGE J 2"PALM ` ®tlo •\ @LITTLE DEER CREEK &PARK DRIVE @ LITTLE DEER CREEK &PARK DRIVE 1 2 3 4 5 6 = I + � u N% ® ti i + �\ U `� - 6 ELEV.= 14.42 ('78 DATUM) ELEV.= 14.42 (78 DATUM) Q / 1-0VOA Q 20.00 ! 20.00 -- - - ---------- --- ---- -- - - -- -- -I----- PROPOSED -- - -- � --- - ------ I -- - - ' PROPOSED --- --- PROPOSED -- - - -I------� -----j -- - .-� Ln ^?. CLEAN OUT18.00 iI 18.00 F-i- I2 � + - + - I 16.00 STA.1+00 SAN. SWR. M.H.#1153 I N. RIM EL.=13.56 N U Q Q ~- Urt NA.u. Q I Q I I EXIST. 4"' SERVICE j ( I I j 16.00 W.12"P.V.C.I.E.=4.10 E.8" P.V.C. I.E.= 4.45- -� I -- --- - -- -� - I.E.=12.19 I -�- - r ------------------ S.10" P.V.C. I.E.= 4.16 (S. IS A 2' STUB -OUT) ! I ! ± ( I I I 14.00 I -� - I _ - .I. i -NATURAL- -- OUND 1 14.00 STA. 1+00 ( I I -_ I � GROUND i I 12.00 6„ SDR 35 --; , -, I- -_ -) -�- ---- -- -�--- I - ------- ! ---------- - -- --- - I ---- 12.00 I �- I I. E. = 9.48 ( I i - ► �� I o.5o�r0 - PROPOSED 107.2 LF 6 SDR _ I 10.00 165-3-L-F-6-I I � -0. .SDR- - ( ----- I 10.00 �ROPOSED I I 8.00 I I STA.2+65.3 - --! STA.2+65.3 i II 8.00 i 6 SDR 35 Lu IM W Imo, 6 SDR 35 STA, 3 72.5 I i 6.00 I.E. = 10.31 -'� n -� N - I.E. = 10.41 - 411 WYE/CO I ! 6. o0 _ - - SIN I.E.= 10.95 4.00 _ I� i� v) 4.00 2.00 ! I i 2.00 1 +00 2+00 2+65.3 1 1 1 2+65.3 3+00 4+00 5+00 CITY OF LA PORTE 604 W. FAIRMONT PKW LA PORTE. TEXAS =910, \ A ENGINEERING DIVISION SURVEY OFFICE DRAWN: R.J.S. CHECKED: G.R.M. APPROVED: D.K. REVISIONS NO. REVISION / ISSUE DATE 1 ORIGINAL ISSUE 1/03 2 REVISION ISSUE 2/03 3 REVISION ISSUE 2/03 5 6 SERVICE BLK # 12 LOTS 9-15 FROM "F" PROJECT: SHEET: 2003-7101 DATE: 3 OF 4 02/03 SCALE: 1"=20' R:\PROJECT FILES\7000-SAN SEWER RELATED\7100 03-7101\2003-7101 1507 PARK pg3Al.dwg CLASS B �lmmmmmmmmmmmmmm ©�mS�t-m�SPSE6E■■■■■■■ SPIGOTz comp"k BELL AND i ► GROOVE DETAIL OF PIPE JOINTS N.T.S. 0 w vl Ca Z N ow = m a � E 0 a 02 d O E3 � LL Q \ U) N W U A SECTION A A" CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OFPIPE ORABOVE - MINIMUMDEPTHY. E" CEMENT STABILIZED SAND, THOROUGILLYRODDED, PLACEDAFTER PIPE IS LAID. "C" EARTH FILL PLACED SAME DAYAS PIPE IS LAID. "D" EARTH FILL PLACED NEXT DAY (OR LATER) AFTER PIPE IS LAID. NOTE. CLASSA BEDDING USED ONALL SEWERS I5"AND LARGER UNLESS OTHERWISE SPECIFIED. BEDDINGS FOR PIPE SEWERS N.T.S. 32" DIA. STANDARD MANHOLE FRAMEAND COVER SEE COHSTANDARD DETAIL SECTION ADJUSTMEENNTl /RINGS TO BE COMBINED AS NECESSARY (NOTE 2) AND SEALED WITH APPROVED SEALANT -PRECAST CONCRETE BASE SECTION PRECAST OR PREMIX CONCRETElNVERT RESILIENT CONNECTOR (TYP.) PROVIDE 6' BASE —� EXTENSIONFORALL CDEEPI RTOROMt�HOLE GREATER TFIAN I5FT. 5) 411111 RESILENT i i i, MINSLOPE 4 FOUNDATIONPLAN 4'-0" DIA PRECAST CONCRETE MANHOLE N.T.S. UNDER PAVEMENT NOT UNDER PAVEMENT A- CEMENT STABILIZED SAND BEDDING PLACED BEFORE PIPETS LAID UP TO FLOWLINE OFPIPE ORABOVE B - CEMENT STABILIZED SAND BEDDING, THOROUGHLYRODDED, PLACED AFTER PIPE IS LAID. C - EARTH FILL PLACED SAME DAYAS PIPE IS LAID. D - EARTH FILL PLACED NEXT DAY (OR LATER) AFTER PIPE IS LAID. E - CEMENT STABILIZED SAND COMPACTED TO 95010 STANDARD PROCTOR DENSITY. 'A A" BEDDING SANITARYLINE BEDDING & BACKFILL DETAIL N.T.S. z s 7/2' I t 3/4' SEC. OFCOVER � THRU 12"x 2-I 2" RECE S __� 314" HOLES LETTERS TO BE RAISED 118" AND 2" HIGH USING LINES 1/4" WIDE. 1511 /-1118 (-2 ]!4 L 3/I67 t'�17314 im Il/8 3116r 2114 u 'wow 7,83 j� yln mp?ml� (8 3I2 314 .-�� 2114 _ ,2776 ~75116 3/j 763(4 HALFSECTTON HALFSECTION 32" MANHOLE COVER 23.5" MANHOLE COVER WTTHFRAME WITHFRAME 5-12 CENTERING LUGS 4 -12" CENTERING LUGS FOR 32" COVER FOR 23-112" COVER NOTE -- MATERIAL. CASTIRONA.ST.M. A.8 CLASS NO.20 STANDARD MANHOLE FRAME & COVER 9" 6' Z A PLAN CTAAMADT / ACT 1DnAI AXAAt M D SECTION B - B DROP MANHOLE N.T.S. COVER741 47THFRAME r _zr�� 23112" COVER WITH FRAME N.T.S. ST. 2 FRAME 8 ;ONC SECTION A -A SHALLOW SAN. SWR. MANHOLE N.T.S. NOTES: 1. GROUTING OFMANHOLE STRUCTUREANNULAR SPACE WILL BE PERMITTED INCASES WHERE INSUFFICENT WORKSPACE EXISTS FOR PLACEMENTAND COMPACTATIONOF CEMENT STABILIZED SAND. PER COHSTANDARD SPECIFICATIONFORTUHNEL GROUT. 2. THIS DETAIL ALSOAPPLIESTOBACKFILL OF SHAFTS WITHOUT STRUCTURES. 3. ARRANCEPIPEJOINTSASSHOWNWIiEN USING RIGID CONNECTION TO CAST IN PLACE MANHOLE BASE. 4. NEED COAL -TAR EPDXYCOATTNG ONINSIDE OFMANFIOLE. HALF SECTION UNDER NATURAL GROUND NATURAL GROUNDINN ----------------------------------------------- f. _� - - __ e- SUBGRADE 1 COAL -TAR COAT + 4"MIN. L-6" MIN. '-*F" MIN. '-6" MIN. UNDER STREET OR DRIVEWAYPAVEMENT NOT UNDER STREET OR DRIVEWAYPAVEMENT NOTES: Z. "CEMENT STABILIZED SAND" FOR BEDDING OR BACKFILL SHALL BE COMPACTED INACCORDANCE WITHSECTION02221 AND SHALL MEET THE REQUIREMENTS OF SECTTON02229 OF THE SPECIFICATIONS 2. "EARTHBACKF/LL" SHALL BE COMPACTED INACCORDANCE WITHAND SHALL MEET THE REQUIREMENTS OF SECTION 02221 OF THE SPECIFICATTONS. 3.6INCHES OF "CEMENT STABILIZED SAND" BEDDING SHALL BE PLACED IN THE BOTTOM OFTHE TRENCH BEFORE LAYING THE PB'EAND MAKING UP THEJOINTS. BEDDING FOR SANTIARYSEWERS N.T.S. TYPICAL CROSS -SECTION N.T.S. RANDOMBACKFILL IN TRENCH ZONE PER SPECIFICATIONS CITY OF LA PORTE 604 W. FAIRMONT PKWY. LA PORTE. TEXAS PLANNING DEPARTMENT ENGINEERING DIVISION DRAWN BY: J.R. CHECKED BY: B.S. APPROVED BY: C.M. REVISIONS NO. REVISION /ISSUE DATE 0 ORIGINAL ISSUE 2/03 PROJECT: 2003-7101 GATE: FEBRUARY,2003 SCALE: 4of4