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I. CRE
<br />-
<br />I. CREEK CROSSING 0R SHALLOW TRENCH SNL MWIRC SPECIAL PIPE DUNE IRON AND PVC PIPE
<br />AND CIEASEWNI PER APPROVAL OT DISTRICT £NGIAEER. OUTAE OF I ROADWAY ORSHOULDER2. DUCTILE IRON PIPE To BC POL VETMn ENE WAPPEO IN SPECIFIED TRAVJM WAY
<br />AREAS PER APPROVAL Of DISTRICT ENGINEER.
<br />J. SACKrILL SHALL BE WCINNICALLY CONSOE IOArEO AND SL ICEDi PLACE 3- AC (MIN) OVER
<br />UDEN THE HAUNCHES OF PIPE AT 6"-11' LIFTS OR AS 12' WIDE TAPE MARKED TYPE S J1/4' AS (MIN.)
<br />RCCOM[NDED BY SOIL ENGINEER. 'POTASE LINTER' NO NATIVE AATER/AL WITHIN
<br />N
<br />4. IN ROCKY OR INYICLD/AG SOIL. THE TRENCH SHALL BE EXCAVATE& I2' OF SUBORADE SPACE
<br />A MIN. OF 12' BELAY THE PIPE AND THE TRENCH WIDTH SHALL Of 95X COMPACTION FINAL 12'
<br />INCREASED TO )2' PER MANUFACTURER SPECS.
<br />5. ME THOO OF COMPACTION FOR MATERIAL GREATER THAN 3' MINUS MECHANICAL Y COMPACTED.)
<br />BACKFILL TO BE APPROVED BY DISTRICT AND SOIL ENGINEER PRIOR 2 USE TYPE '0' NATIVE MATERIAL 90X
<br />TO SACKFUL IND. 9 COPACTIOW IN NON -ROAD AREAS
<br />6. PIPE TO BE PVC FOR DIAMETERS 12' AAO LESS. (PRESSURE CLASS TO BE USE TYPE S' OR TYPE 'D'
<br />D1ERMINED BY DISTRICT). PIPE TO BE DUCTILE IRON FOR DIAMETERS _ MINUS NATIVE (W/ ENGINEERS APPROVAL)
<br />GREATER THAN 12'. MIN. PRESSURE CLASS 750 FOR 16' OR LARGER AND 90T COMPACTION
<br />350 FOR /2" AP,SMILLfR. ALL DUCTILE IRON PIPE TO BE CLASS 50. H
<br />7. DISTRICT WILL RCW/RE CUT -Or WALLS AND TRENCHES TO CLWTRp.
<br />PERWABIL I TY AAD/OR REOUIRE GEOT£XTILE BARRIER OR WRAP FOR USE TYPE "A" 'B' Ol. "E" MATERIAL
<br />TYPE 'E" MATERIAL MLT MECTOG A TYPE 'A' OR 'B' SPEC: W1 APPROVAL OF CITY ENGINEER
<br />S. TYPE "D' AND 'E' MATERIAL MUST HAVE APPROVALS FROM SOIL ------
<br />BOX CUFACT/ON
<br />ENGINEER AND DISTRICT ENGINEER. '° - -- - 95X COMPACTION (MECHANICALLY COMPACTED
<br />BACKFILL k4TERIAL: (SEE NOTE 4) 12'
<br />TME 'A' MATERIAL: S/B' MINIS IMPORTED SLXEfNED SVD WLTN MIM. SAAR EOVIVALEWV 50 PER LOCATING WIRE 110 COPPER
<br />CAL TEST 217-6 ALL GRADAr1OYS TO Of APPROVED BY DISTRICT PLR. r0 (INSULATED) TAPED TO TOP OF PIPE.
<br />TME 'B' WTCR/AL: ff*ff4Wt(*GAT£ BASE MR CALSPECS.
<br />TYPE "C'. AATER/AL: I' LNIIFORM GREW" OR NYN CRUSHED ORA/N'ROCK -racr Or OR6ABImmmm. GROUND ORIENT PIPE SO THAT MANUFACTURER.
<br />PATER CONDITIONS REWIRE TYRE 'C' WYERIAL PER APPROVAL OCl2Y ENGINEER. SIZE, MATERIAL, ETC. ARE AT THE TOP
<br />GRAIN ROCK TO BE MRAPPID. IN I.YOrT ITIK FABRIC-, OF THE PIPE.
<br />TYPE '0' MATERIAL: CRUSHED ROOK OR SOH -ROCK MIX (W rIVE) NOT TO ExCfEO 3'. LPD A 6' MINUS
<br />ANTERIAL My BE USED WITH SPECIAL CMWDC94TIOS AND CO DIAYS BY CITY
<br />ENGINEER. THE MATERIAL SHALL BE COMPLETELY FREE FROM 00000001S. OR OTHER
<br />DELETERIOUS MATERIAL. NOT TO ALE USED WITHIN 12' OF PIPE 00 ENGINEERS
<br />APPROVAL. COPACTION Or VIBRATORY fouiPAENT OR OTHER APROB DEYICrs. Cf rY
<br />)g4•?4 WY REQUIRE THAT MATERIAL BE SCREENED. LOCKEFORD CSD
<br />TYPE 'E' MATERIAL : IMPORTED AAD/OA ALAN IMPORT (JOB) CRUSHED MATERIAL ScRIEN{BOM-WASHED WITH CONSTRUCTION STANDARDS
<br />MIN. S -E. ON JO PER CAL TEST 217-O. ALL MATERIAL FREE EX. LMNIC MATTER.
<br />WTCR/AL TO BE i/2' MINS FOR 12' PIPE OR SWLIER AND 31401" FOR 16'
<br />AND LARGER. MATERIAL GRADATIONS 10 INCLUDE SONE MEDILM AAPINE SAND (18
<br />• H • SIEVE 701200 SIEVE). A LAYER CK GEOTEXTOE FABRIC SHALL BRACED BfTMEEN TYPICAL WATER TRENCH DETAIL
<br />/p3,9 THE PIPES AND INTERMEDIATE BACKFILL ZONE FOR MATERIAL ADI.WING A TYPE
<br />'A' OR 'B" MATERIAL SPEC.
<br />DNS:DATES SCALE: NONE
<br />X83. 2'? /00' p6 DATE: AUGUST 2003 w -i
<br />DRAWN BY: JAT
<br />D.D.+11" MIN. _
<br />)00' 06 .� -_ O.D.+24" M4X.
<br />H REPLACE W/ 3' AC (MIN.) OVER
<br />6' TYPE 6 3/4' MIAVS AS (MIN) I (SAFETY FACTOR PER ASTM -C12)
<br />-11' TERRA TAPE OR EQUAL
<br />0 n _
<br />/p0, Ob O EXISTING_
<br />LOCATING TAPE TB' DEEP
<br />PAVING W/!N NOW-ROAO AREA, 24'
<br />3 0) W/!N ROAD AREAS
<br />/OO 06� `aD C.3
<br />BO -Q
<br />FINAL 12' 95X COMPACTION 3
<br />` 3 MECHANICALLY COMPACTED. USE TYPE '6' OR 'D'
<br />o O Ai' MA TERI&S
<br />r.IrT-C'•; ^ ^• I r -r •N 7 USE YYPE 'B' QU "D' ALM TERIALS Z �- 9OX COWACTIAV IN
<br />LY L C) :_ I- i • �, 36 pt 0 90% COMPACT ION I N ROADWAY $ NON -ROAD AREAS
<br />Ai Ni r- y ,,y' Q/ `p Z (INTEAWDIATE ZONE) 2 (INTERAEOIATE ZONE)
<br />23 AJfQ P.U•E \9 x
<br />ALIT,: t_ 1 oa 10 3.
<br />o ?19 00 Z !g
<br />0
<br />`'m 3 2
<br />\_ ° USE TYPE ', "B' 'C'
<br />LJ
<br />8O O 9 nj B ® � y 90X COMPACTION AOR 'E' MATERIAL
<br />nh 8yy. - -
<br />\ "' 3 TRENCH DETAIL
<br />� °� , B. '. m PVC. SDR 35 (N/NIIAXI)
<br />63
<br />' 95X COMPACtlOV
<br />O TO Irl \ - BEDDING AND WTERIAI S: (MECHANICALLY COAPACTEO)
<br />DE TME "A' MATERIAL: J �}.�
<br />n K4 h J I G°O,R'0 _ ),a /8' YfA'VS IMPORTED SCREENED SAID WITH MLR '�v Eow AL CNT C �Q T{�$'{ 117-6
<br />•) Cl` Q - '' , bG TYPE "B' MAT£R/AL:CLASSSZDAATWRFGATE ASE�RVC4LSPfLS TY lB/F -
<br />°h \ o N e P
<br />Tnsays
<br />�, )00.12 , :• TME -C- MATERIAL: I' UNIFORM CRUSHED OR NON CRUSHED ORAWNtaOr `> Wr'T�R
<br />CONNECT TO EXIST/NG �'� O Z s s' '�93 33 „� /?� - �G" 5' CONDITIONS REWIRE TYPE 'C' MATERIAL Wl?.A 'aM_ g f - _ AIN ROGc't0��
<br />MAINTENANCE HOLE CONNECT TO EXIST(N6 3 `� - Oq'D� - / BE WRAPPED /N cEorfx7HE FABRIC.. •i
<br />B° WATER MAIN �9 a 30 n 7G° TYPE '0'WrfR/AL:CRUSHCO ROCK OR SOIL -ROLA MIX (MA RIVE 6'
<br />�,�R P ' ' ` • / ' ' My 6E ISE& WITH SPECGL CdSIOCRAII ,
<br />O / / I 37 / ' NAE W TENIAL SHALL Bf CCAPLF7ELY rRCf A,. .
<br />' '' C0Y°AC7ION 8Y YI&lAIORY CW/AE'NT OR OT
<br />/ ' \ ,9. S G' � d � n N -_ 37 / W TENIAL. wr TO @' InEO rI rH/H a4
<br />�� 31 ' rY 04 O' 0� 3 / J /, MATERIAL OF SCREENED. _r e
<br />00,10
<br />TYPE 'E' MATERIAL N/MA'PlED A11DAL?P .YON IMPORT (KD) CRUSHED�iMIr '7b $MAL w I.
<br />90,'11 /�i / S.£. Or 30 PER CAL TEST 217-6. ALL MATfR.I IRE CX. 1C MFY7ER TENIAL To 6E
<br />. H NAL. / I/2' MINIS FOR l2- PIPE OR SM4LLER AND 3/4- MINUS FOR I6- ANY LARGER. AMT IAL
<br />i \ S g. �' i IJAME-O' / CRADATIONS TO INCLUDE SONE MEDIUM AND TIME SAND (P6 SIEVE TG 1200 SIEvE): A LAYER
<br />"
<br />O\ 22 3 i�31 A l 32 �° SIAL 6TD- 9 p60",5N/5' E (etINE' / ' OF E. FOR MAT FABRIC STALL IN PLACED 'A' ON THE PIPE AND INTf aEO NATE BACKFILL;
<br />9V` � \ ' 1J bg, l L Q= INSTAL yA358" X � / � ADres: Zc4,C. FOR MATERIAL nGr MEETING A TIRE A' ar 'e' sPEc.
<br />\i 1. CREEK GROSS/NG OR SHALLOW FRENCH SHALL REWIRE 6 TYPE 'O" MATERIAL REWIRES 24" INCHES
<br />35/c� ( 1 (J% 72 ( i � � l SPECIAL PIPE -PER APPROVA LE DISTRICT BACKFILL ABOVE PIPE.
<br />P 3 2 BEDDING FOR OTHER APPROVED PIPE TO BE 7 TYPES 'C'. -0- AND 'E" MATERIALS MAY MY BE
<br />Q� N6 R APPROVED By DISTRICT ALIO PER ASTM C-12. USED WITH CITY ENCINEER AAVSOIL ENGINEER
<br />P 60•g• - I (,B• ,. O s '�( - 3. DISTRICT WILL REWIRE CUT-OFF WILLS AND TRENCHES
<br />l O' N APPROVAL.
<br />51J� TO CONTROL PENEABILITY AAVAW REWIRE GEOrexri4c ..
<br />O °3 / , / " CUA'_ IAE. DATA BARRIER ARAP FOR TYPE 'E' MATERIAL NOT AEEIINC A LOCKEFORD CSD
<br />N B N66 �. TME -A' OR '&' MATERIAL SPEC. CONSTRUCTION STANDARDS
<br />•I _' (y" / - A - ' + i / CUA'VE A?A4141S 4EL7',4 LEA/GTN CHD/eAO 4. SHOVEL SLIDING TO BE USED ALONG WITH
<br />NUM6E/2 (AFET) gA(G4E (FEET) BZ1q.2/A/G 1-4wdrTq MECHANICAL. (VIBRATORY) AT 12'-16" MITTS.
<br />S0 262°9907" 229.85 - (FEET).. EWER TRENCH DETAIL
<br />pp S
<br />%9C71. S I / 510P BAR'. 9 22 SO 394609" 30,39 S89°23'00"E 29, BB
<br />O �' .._NO'M`E: IMPROVEMENTS ANA. °
<br />23 'TO 739`7.''78 69.35 /J,96 21 97 'E 60.00 REVISION ' AT
<br />- SCALE: NONE
<br />``B E NCR 4 25' SO /54'/034'° 734.66 577'391596'.6' 97,50 DATE: AUGUST 2003 gg-�
<br />DRAWN HY: JAT
<br />26 SO 9/429G0" 36.36 W/ /S'S3'06'E 35.36
<br />S -n QCl:�� ... As. PQR C-A"-r&snssrITrreti
<br />5,�TadxogcwN.¢rgr. 'j��P ,.IT 27 SQ 4/°2-V 36" 36,/S/ 7V,97617'52':E 35.36
<br />- .. U.4 ;14 LJ �K RE vIRER•_ L., 28 825 9°28284 /36,42 N7/°/4'96''.E 136.27
<br />36 _ N1 /,
<br />_ `
<br />ly p0"� - W. .--� �.� S�A�L /'
<br />7 72 E (sf(N6 Rp ✓'
<br />- /
<br />29
<br />d2S
<br />9°50`25"
<br />69.7/
<br />4/69'00'9� E
<br />,go 825 _: 9'37'59"
<br />66.7/
<br />N734/5"00B
<br />i 31 28-
<br />I
<br />32- 800 �I''9g'02"
<br />GG O
<br />A/68 57 33 6
<br />33 800 17'94'26"
<br />66.)9
<br />A773'q/'97".E
<br />39 775 ✓0/3'20"
<br />/6.98
<br />7V67'/3'02"6'
<br />35 775 1`23102"
<br />1(5.7Z.`
<br />A/75°2223"---
<br />13 KO
<br />36
<br />50
<br />-//',29'32"
<br />36.14
<br />"675-t2F 4/2 E
<br />SO
<br />9/ 29'36"
<br />36.1'`/
<br />563`/3'36 -e
<br />38
<br />SO
<br />26245'060
<br />229.35
<br />139
<br />SO
<br />37`.3933'
<br />32.86
<br />A153 2S'!J "E
<br />1/O 50 125 0932"
<br />196 .49
<br />'P1fFg��f�, VERTICAL DATUM DESIGNED W.GA,
<br />No. 13444 < DRAWN D. EIFERTSEN
<br />U.S.6.S. BENCH MARX
<br />BRASS DISK STAMPED 4//06"
<br />* "1960°, LOCATED ON NORTH SIDE CHECKED W G A.
<br />CIY4L �•
<br />OF S. R. 88, STA 407,,1t 50
<br />>F-CpLj4b TOP OF CONCRETE r:7tLVERT APPROVED
<br />HEAD,WAU S.M.EL. 102.1451 eCE /391/4
<br />fY. i•34•oJi
<br />REVISED
<br />ATTEBERRY &
<br />ASSOCIATES
<br />M • PYRP[RMN • MALAMAMPaB
<br />3494 Rash Creek Rd_
<br />_ Canbridge, Ip. 83610.
<br />(209) 257-3562 -.
<br />32. /9
<br />Ob1 _
<br />18.72 i`ffF?SCtItSDS �• _
<br />3s.36 ND-ChangesWr,A + A'y-'-
<br />35.35
<br />r /BgIPer6on_Using or? fteusvffty
<br />32.28 T"S*vfwit;
<br />SHEET
<br />LOCKEFORD BLUFFS SUBDMSION UNIT NO: 2
<br />M ,2.
<br />PHASE 42
<br />UTILITY PLAN'
<br />L'.
<br />SAN JOAQUIN COUNTY. CALIFORNIA N 3 8
<br />
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