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mQ ya aTk UNIT NO. 4
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<br />W WCONSTRUCTION
<br />1.04 ,; �+� � 0i N o �, W� ~ 0 104ANN
<br />QUANTITIES
<br />44U C U Q N Fi// 3751. R.G. w
<br />Top of 4111 -hr` p r� STREET SYSTEM
<br />102 102
<br />EX%5 74o Compact Original Ground 104,360 S.F.
<br />I OConcrete Subgrade Compaction 38,430 S.F.
<br />A — S.F.
<br />Aggregate Base, Cl.II (0.33') 104,360 S.F.
<br />l l00
<br />Asphalt Concrete, Type "B" (0.171) 48,890 S F
<br />100 % 02_0 �° Asphalt Concrete, Type "B" (0.201) 55,470 S.F.
<br />8.301° hS/`aD "9Z/ -4 � � Beveled Curb, Gutter & Sidewalk 5,478 L.F.
<br />z Survey Monument // Each
<br />Street Light 11 Each Street Sign 4 Each
<br />f717 96
<br />STORM DRAIN SYSTEM
<br />1t
<br />10" Storm Drain 83 L.F.
<br />I/I5`1`2// 235 6F. -6'v55. 050/° 9675 12" Storm Drain 797 L.F.
<br />11II
<br />(N yJ— 15" Storm Drain 277 L.F.
<br />1 111 j/w. 960 lNI 40 GF. -InK 97.5 �S/CB. 18" Storm Drain 397 L.F.
<br />96 21" Storm Drain 155 L.F.
<br />III
<br />s Side Inlet Catch Basin 9 Each
<br />111 I y ) 9 �y� 48" Storm Drain Manhole 5 Each
<br />6 •
<br />EziS
<br />v..�� >• - / v � SANITARY SEWER SYSTEM {
<br />94 f I I _. t _ 4 .. -, `sem y p _ _ 94 6"Sanitary Sewer /,709 L.F.
<br />INf 8 Sanitary Sewer 961 L.F.
<br />Sanitary Sewer Manhole 9 Each
<br />X 2T e y9iJ ►�' ~ Sanitary Service 64 Each
<br />EX Yz. /o
<br />° In✓ 9?5P Z1751",711Z1751",711 121'67,0 Z,91e17a/s WATER SYSTEM
<br />92
<br />"� C5E1 5B LF, - I/n! 96.8 C� S/CB. H p� _ _ 9rt
<br />(N.' I 28 GF - InY. 95.00 @ : 5/cB. g �'
<br />8" Water 2,791 L.F.
<br />S 8" Valve 5 Each
<br />In51`a// 21.OLF /5"5D v� H Fire Hydrant Assembly (Includes Tee,
<br />_ ti O (NW) 7,0 LF. -Inv', 96,0,0&,51C,6 y
<br />6" Valve & 6" Lateral 5 Each
<br />a v C h S I" Water Service 64 Each
<br />H q o y a V g 99ys / Aim Oe%ase Ya/ve in Marsha/e 2 Eac/r
<br />0 Vi
<br />ell
<br />l 4 Q a
<br />i
<br />6+00 ,'�� 7+00 8+00 9+00
<br />JUNIPER
<br />J
<br />\\a rte_, - \ / / �j�/ J� CUQB D97A • CURB D/1T 9
<br />R= 276'
<br />ql. 7d'
<br />a \ rr 7 = 55.97' ,\Ga o �1 pp 7= 20.35 ` 41
<br />5 << neo qq. A\ Z
<br />/
<br />10+00 11+00 12+00
<br />13+00
<br />VENUE
<br />3 3
<br />O
<br />X
<br />CURB 0,9T/I + CUQB OlJ7A : CU.QB D.47/I : CU.PB DgTi9 :
<br />R= 20 P= 27B'
<br />d = /06°49'5/" d - 22°/2'/4" d = 30°57'2/" d = 7B°29'501 v �o /
<br />r L = 37.29' 1 _ /07. 73'
<br />7 = 26.95' 7 = 54.55 7 = /25. /6 7 = /6.34'
<br />s/
<br />v 1-1a°
<br />�\�C�o,\��p\v O . �' O Q�0 -
<br />I / \far. �5i
<br />106 °� o ° / rGoI Its �pvE 55 _
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<br />4.y-----
<br />\
<br />•51 C 4 m
<br />p�
<br />CURB D,P7A
<br />R=322' �0 209
<br />P� A = 6/° 23'2/" \ Y Q +
<br />N0. I DATE REVISIONS
<br />6-/9-87 Fina/ check 6y CoanXy
<br />2 - 8 -901zz- eu, h/ 3 e
<br />PRINTED ON DIEPO NO. IDDOH CLEARPRINT
<br />31-1W4, dR - 47PSN&E
<br />la -"aa. 00 - ARRO/YNEAD DR/YE
<br />em5x 5a1-veY Mon.
<br />A. 6, 100.34
<br />BY DESIGN Lo, SE,O. DRAWN BY RLS;. EB✓�'• APPROVED BY
<br />?L5. 19
<br />SUS&T410 BY'
<br />R.C.E. DATE -/J-87 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />� 213
<br />212
<br />STREET SYSTEM
<br />,-o
<br />caRB D,vry
<br />Limp Sun
<br />R = 406'
<br />cZ o
<br />d=46°45'2/
<br />Lump Sum
<br />o
<br />�z
<br />7'x /76.37'
<br />4
<br />/.3f 72.0/ ✓UN/PER AVENUE
<br />/Ot00.00 - K'/1_DW0011 0R/11E
<br />Gons� Sor-vey Mon.
<br />f. �. /0% 77
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />323 W. ELM ST., LODI, CALIF. 95240 PH. 209-368-6618
<br />I
<br />UNIT N0. 3
<br />Cl/RB caRB 0,7,47 :
<br />Q=20' R=452' CONSTRUCTION QUANTITIES
<br />d = 92045'2/" d = 026'57'
<br />Z=32.38' L=SO.A6' - __ _- -- --- __
<br />7'= 20.99' 7 = 25.47'
<br />0
<br />bx � X ' Ca�sY Beve/ed G.G PS.
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<br />PIjE�
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<br />\0
<br />JUNIPER AVENUE
<br />164' W/ARROWHEAD DR. to 86E/WILDWOOD AVE.
<br />6" Water 1,722 L.F.
<br />8" Water 1,515 L.F.
<br />6" Valve 4 Each
<br />8" Valve 6 Each
<br />Fire Hydrant Assembly (Includes Tee,
<br />//Yd7any, , 6" Valve & 6" Lateral) 5 Each
<br />Blowoff 3 Each
<br />1" Water Service 46 Each
<br />/" Ai_ ,Pe/ease Ya/ye in Manhole / Each
<br />BEAR CREEK TERRACE SHEET OF /2
<br />UNIT NO. 3 81 4 JOB NO. B#976
<br />FILE
<br />SUBDIVISION IMPROVEMENTS NO.
<br />G- 790
<br />STREET SYSTEM
<br />baa,
<br />z
<br />Lot Grading
<br />Limp Sun
<br />v m
<br />+ a
<br />cZ o
<br />Site Clearing
<br />Lump Sum
<br />o
<br />Roadway Excavation
<br />T3,490 C
<br />v
<br />Compact Original Ground
<br />96,260 S.F.
<br />Concrete Subgrade Compaction
<br />35,140 S.F.
<br />Aggregate Base, C1. II (0.33')
<br />96,260 S.F.
<br />Asphalt Concrete, Type "B" (0.17')
<br />41,470 S.F.
<br />Asphalt Concrete, Type "B" (0.201)
<br />54,790 S.F.
<br />Beveled Curb, Gutter & Sidewalk
<br />4,977 L.F.
<br />Survey Monument
<br />9 Each
<br />Dead End Barricade
<br />3 Each
<br />Street Sign
<br />5 Each
<br />Street Light
<br />/0 Each
<br />STOPM DRAIN SYSTEM
<br />Z/" 0 Flap 6afe / 6rouletd .Pip -.Pap
<br />Lamp Sum
<br />12" Storm Drain
<br />452 L.F.
<br />15" Storm Drain
<br />2/0 L.F.
<br />18" Storm Drain
<br />120 L.F.
<br />21" Storm Drain
<br />915 L.F.
<br />48" Storm Drain Manhole
<br />5 Each
<br />Side Inlet Catch Basin
<br />7 Each
<br />Drop Inlet Catch Basin (24")
<br />1 Each
<br />SANITARY SEWER SYSTEM
<br />6" Sanitary Sewer
<br />1,784 L.F.
<br />8" Sanitary Sewer
<br />729 L.F.
<br />Sanitary Sewer Manhole
<br />/0 Each
<br />Sanitary Service
<br />46 Each
<br />WATER SYSTEM
<br />6" Water 1,722 L.F.
<br />8" Water 1,515 L.F.
<br />6" Valve 4 Each
<br />8" Valve 6 Each
<br />Fire Hydrant Assembly (Includes Tee,
<br />//Yd7any, , 6" Valve & 6" Lateral) 5 Each
<br />Blowoff 3 Each
<br />1" Water Service 46 Each
<br />/" Ai_ ,Pe/ease Ya/ye in Manhole / Each
<br />BEAR CREEK TERRACE SHEET OF /2
<br />UNIT NO. 3 81 4 JOB NO. B#976
<br />FILE
<br />SUBDIVISION IMPROVEMENTS NO.
<br />G- 790
<br />
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