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SHEET INDEX �°
<br /> Arden anT
<br /> Con:v�a
<br /> Sauaasenia
<br /> GENERA/ � SHEET - La Ruler° Mather
<br /> r Davnur,tlge - 1 r Fere
<br /> e
<br /> 1 + - LOCAT/ON MAP, VICINITY MAP, SHEET INDEX, AND PROJECT CONTROL 7 �4O{Ck� base
<br /> N - .'.• / mow_ 'Ni..rs lJnftiemty .�uH.a Rarxha
<br /> °f California Davis Y
<br /> 'EST TFn TO - 0' O 11 11
<br /> \ _ / ` 'MHl1PLAN AND PROFILE Hodn Murieta
<br /> SHEET INDEX 2 Vineyard
<br /> STA. 1040+00 TO STA. 1050+00 3 D!i
<br /> 1 o - - - STA. 1050 00 TO STA. 1064 00 4 �i� Elk Gro- �
<br /> o - '"""'"' STA. 1064+00 TO STA. 1078+00 5 [1-�y}
<br /> ;:, � a .'•. -. ",� o .. Iii Laguna West Witton
<br /> N I< W N STA. 1078+00 TO STA. 1092+00 6
<br /> .1 STA. 1092+00 TO STA. 1106+00 7i f
<br /> - 0✓ Vacaririe [°ae
<br /> - 320 _ `P STA. 1106+00 TO STA. 1120+00 8
<br /> k 0°� STA. 1120+00 TO STA. 1132+00 9
<br /> 1, p000 _
<br /> - 30 gravis STATEN ISLAND
<br /> It 1 C Typ/CAL SECDONS AND DETAILS 4ir
<br /> 'n / OZI FSI ce - .Y+.'r'ar'-.,_ Grand
<br /> w i Iley Fa.rS'eEd
<br /> 0 00 3ase Ayer Island Gal
<br /> Oq LEVEE 70 r�F'� Su sun City Is?arta
<br /> II oo 00� Ogg SIPHON 17 / Thornton J�
<br /> - Collierville
<br /> -- c - _ mac, T_ O oo I 9l _ LEl1EE SECDONS . hl crr.�w �, Isia;,d
<br /> STA. 1040+00 TO STA. 1057+00 1p s' plana Rio Vista enuld n I'a Lockeford
<br /> G Is3ar:d
<br /> Z STA. 1058+00 TO STA. 1075+00 13 Islan dj Lodi
<br /> 00 ' 00 STA. 1076+00 TO STA. 1093+00 14 v,-r Tn�Ir t
<br /> i �'� o Vrizzly rs and
<br /> o • " .'.. STA. 1094+00 TO STA. 1111+00 15 Island
<br /> '
<br /> PROJECT AREA, "` a sr.er a ware a�rre
<br /> p0 STA. 1112+00 TO STA. 1129+00 16 Tra.r lsfand Fmpi"K;,,,,5, 1040+00 — 1132+0Q. ` 801" C—ore6arPoiirt . . rand T...tIsland
<br /> w ¢ N STA. 1130+00 TO STA. 1132+00 17 Navalgr -I
<br /> Wea ns s+ ,!A.a d nmw Rndge Mo}ada
<br /> i ro
<br /> SiaFton Ri b r0.Qntip[tf"'°0 Island Trac: 1 l Linden
<br /> 1760� 00N SIPHON SECTIONS �kr� t..'
<br /> 11
<br /> 1d Lincoln Village
<br /> \I SIPHON//8, SIPHON%7A, AND SIPHON%7 18 onLOrd r _ou try C},lh Ae ,
<br /> : 7 �9Z fC—d—Acr-
<br /> ;`f° C A V A i, R A N SIPHON ff6 AND SIPHON ff5 19 Pleasa nt Fiil3 Cla Tan Stf�oy[kto'Y'Illi"'
<br /> _a;-" l V"••a"' o ' Coats t Centre rttmund 1�K>frnedy _
<br /> f 00 TILL STAGING PLAN + l T
<br /> .19120 O� a' —t C, '.� C•IuobL S?•E:y
<br /> if � I HOG SLOUGH SHEET INDEX, QUANTITIES, AND DETAILS 20 M'wE
<br /> _ Fre
<br /> 7100 �00 STA. 1040+00 TO STA. 1132+00 27 A Park i m ea61°
<br /> nrh T3fi�r
<br /> SEateuwdM i7
<br /> o � 00 OZ£' -. _"'„„ ra9x mo 117” 7� II•
<br /> a
<br /> o dant�`ffe RlaCxhmvk Lot ircp
<br /> 0 �1
<br /> ®2021 Mlcrosok Corporrtian®2021 TomTom
<br /> OV
<br /> 0
<br /> o6p °° VICINITY MAP
<br /> e ,
<br /> — — 7040! °° PROJECT CONTROL
<br /> _�u ABBREVIATIONS
<br /> 020
<br /> �I 1 QD 00 - „n,.' STAAON PID NORTHING EASANG ELEUA77ON
<br /> AF ACRE-FEET MAX. MAXIMUM
<br /> It R A C K '1' R A (' T AC ACRESMHW MEAN HIGH WATER HOG SLOUGH AE9876 2,249,447.34 6,285,797.75 1L50
<br /> AB AGGREGATE BASE MHHW MEAN HIGHER HIGH WATER
<br /> 9B0'�~h pp `0Zb APPROX. APPROXIMATE MLW MEAN LOW WATER HPGN D CA 10 MRB ✓54846 2,234,548.19 6,250,528.92 12.10
<br /> 961 00 o r, BEE BASE FLOOD ELEVATION MLLW MEAN LOWER LOW WATER
<br /> CENTER LINE MSL MEAN SEA LEVEL
<br /> 9 CC CENTER TO CENTER Ml MILES BAS/S OF BEAR/NGS AND COORD/NATES
<br /> 0 b� 4A - CF CUBIC FEET MIN. MIN/MUM
<br /> 00+ b O CY CUBIC YARDS MISC. MISCELLANEOUS
<br /> 1 THE BASIS OF BEARINGS FOR THIS PROJECT/S THE CALIFORNIA STATE COORDINATE SYSTEM,
<br /> 0 DIAMETER NTS NOT TO SCALE
<br /> i r o 0
<br /> '• ` , OC ON CENTER ZONE 3, NAD 83(EPOCH 2010.00)AS DETERMINED LOCALLY BY A LINE BETWEEN STATION
<br /> 0 > � D/S DOWNSTREAM
<br /> _ O ' _ OD OUTSIDE DIAMETER HOG SLOUGH""(PID AE9876)AND STATION HPGN D CA 10 MRB"(✓54846).
<br /> EST. ELEVATION
<br /> p0 Oy EST. ESTIMATED REED REQUIRED
<br /> 0
<br /> EG EXISTING GRADE SPECS SPECIE/CATIONS BASIS OF ELEVAAONS I k
<br /> 00 - SF SQUARE FEET
<br /> .n.-,. FG FINISH GRADE
<br /> SY SQUARE YARDS THIS PROJECT IS BASED ON THE NORTH AMERICAN VERT/CAL DATUM OF 1988 (NAND 88).
<br /> o 00 FLOW LINE STA. STATION STATIONS AND RESPECTIVE ELEVATIONS CONSTRAINED TO ARB
<br /> GB GRADE BREAK
<br /> 1 ods HP HINGE POINT TN TONS
<br /> `s1 000 0- ID INSIDE DIAMETER TYP. TYPICAL NOG SLOUGH (PID AE9876, ELEVATION 77.50)
<br /> 00 OA 0 LF LINEAR FEET U/S UPSTREAM
<br /> s 64 \ 0 BASIS OF BASE FLOOD ELEVA770N
<br /> a -" 00 ° 'I' li I: 7•I I u
<br /> I; , .I. BASE FLOOD ELEVATION PER SACRAMENTO-SAN✓OAQUIN DELTA, CALIFORNIA, SPECIAL
<br /> I'
<br /> o QO 0 0 00 STUDY, HYDROLOGY BY US ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT DATE
<br /> 6p0 s r A T 4 O oo FEBRUARY 7992. ELEVATIONS CONVERTED FROM NGVD 29 TO NAVO 88 BY DATUM SHIFT OF
<br /> +2.4.
<br /> o°o MATERIAL NO TES CONTROL POINTS
<br /> LEVEE FILL MATERIAL PO/NT NORTH/NG EASANG ELEVA77ON
<br /> HPGN 0 CA 10 MRB N .. - - ------ - ._ _ ___-___._
<br /> •\ - ______;_ _____ _____ ___ ---`e-- - COMPACTED EARTHFILL MATERIALS SHALL CONS/ST OF NATURALLY OCCURRING OR 773 2,245,104.60 6,264,280.92 77.92
<br /> CONTRACTOR BLENDED LOW TO MEDIUM PLASTICITY SOILS(CL, SC, OR SM ACCORDING TO 714 2,254,01388 6,266,444.36 72.29
<br /> THE UNIFIED SOIL CLASSIFICATION SYSTEM). COMPACTED EARTHFILL MATERIALS SHALL HAVE A
<br /> ^° `"Y'k.>, (, `� •m, T s 150 2,246,565.41 6,264,558.00 72.27
<br /> LIQUID LIMIT OF LESS THAN FORTY-ENE(45)AND PLA57IC17Y INDEX GREATER THAN SEVEN
<br /> (7)AND LESS THAN THIRTY(30) WHEN TESTED IN ACCORDANCE WITH ASTM D 4318-70. 151 2,247,998.66 6,265,394.54 77.99
<br /> MATER/AL SHALL HAVE A MINIMUM 207 PASSING THE NO. 200 SIEVE WHEN TESTED IN
<br /> ACCORDANCE WITH ASTM C 777-73/D 7740-00. 152 2,2491732.25 5,265,885.42 7301
<br /> V
<br /> p - -- AGGREGATE BASE MATERNAL 753 2,250,972.52 6,267,26313 72.57
<br /> BASE MAP PER USGS 75 MINUTE QUAD MAPS FOR ISLETON, THORNTON, 754 2,252,708.43 6,266,818.23 7376
<br /> o, BOULD/N ISLAND, AND TERM/NOUS AGGREGATE BASE MATERIAL SHALL COMPLY IN ALL RESPECTS WITH SECT/ON 26-1.02B OF 155 2,254,60365 6,256,570.15 13.27
<br /> LOCATION MAP THE CALTHANS STANDARD SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE, THREE-QUARTERS
<br /> (3q)INCH MAXIMUM. ALL IMPORTED AGGREGATE BASE MATERIAL SHALL BE NEW, NOT
<br /> O' 1,500"3,000" RECYCLED. AGGREGATE BASE MUST BE CLEAN AND SHALL NOT CONSIST OF PROCESSED
<br /> RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE(PCC), LEAN CONCRETE BASE
<br /> (LCB), CEMENT TREATED BASE(CTB), OR ANY COMBINATION OF ANY OF THESE MATERIALS.
<br /> 2
<br /> nes;�m
<br /> REVISIONSsy M. BERBER
<br /> ROFESS/p RECLAMATION DISTRICT NO. 38 SHEET
<br /> p REF. DESCRIPTION APVD. DATE syr V. FANG Way Bons* ore ��Oe•'C C.w.�•9!
<br /> Cons ting Civil Engineers,A Corpoxauon
<br /> B a R.C. WAGNER os�sCli m NORTH MOKELUMNE RIVER MULTI-BENEFIT PROJECT DP
<br /> ry
<br /> m N Awm.tie 2151 River Plaza Drive r A
<br /> By R.C. WAGNER 12/31/22
<br /> sa:a»°pro,calfraia 95833 CIVIL = * LOCATION MAP VICINITY MAP zI
<br /> Ph:916-441-6850 �TgrFOF CAUFOsxEETs
<br /> o�
<br /> SHEET INDEX,AND PROJECT CONTROL
<br /> a a naa JULY 2°21
<br />
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