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NOTES:
<br /> NOT A
<br /> - See rote 7 _ r . One st-eet sign is regj ec THROUGH
<br /> m a each intersect on STREET
<br /> S ti 2 Typ- t. Block numbers ore in C ecquired Sign - State of Calif.
<br /> SUR `ronro- the San Joaquin County Hwy, Code W53 (24"x24")
<br /> kA yir� ST_ Co^,m„ my ex eopeme^t Department. or as required b the _Sign - State e Calif. Hwy
<br /> R 3 3 4 R m a ° " 1 00 E ?- Seeimprovement plays for ` Public Works Dept. Code W',-42 (32"x30")
<br /> A - - - A - ocction of cf`ic co. rol devices. o o '
<br /> 4 The length of the street sig-
<br /> us
<br /> X112" R (typ) N voles due to the length of
<br /> M NUstreet n lrne.
<br /> �j 2"X2" Square Perforated Steel m END P1, `v t
<br /> A STREET
<br /> See _tc nda rd Drav -g No. F-23 to' V C d w ILS"
<br /> TYPICAL STREET SIGN proposec sdewa'k Is an locate s. Tubing W/Penetrator Anchor Per -
<br /> . r "Ulti-Mate" Sign Support System c Sig Co if
<br /> 6. Stop sign zn
<br /> shall be or ti (Western Highway Products: °' � Hwy Code W31
<br /> .2" PATTERN LETTERS creas a-.d or irterrol subdhlsion
<br /> 1 2"X1" FRAME st eets: 36' for ru al a-ecs and 1 -888-273—(l ' ) 6234) Q (30 x 30 ')
<br /> COVER - for streets which 'n -rsect County ��� "��/ _ 2' x2 Scoa e. nerfore-ed
<br /> tee steel t Ling (ulti-Matte sign
<br /> LIFT `ro - roadways " s P d sged d by e.,ppori system)
<br /> HOLES \ a W17, 36 sop ahead n with its )
<br /> MACHINE[)- app-opr o'e pave-rent markings. N
<br /> SEATING 1 ST 7. Use the fol owing for tern-incl sheets �_ 3ian-Calif Hwy
<br /> SURFACES —�
<br /> MAIN � less f-a-. 3C0 °eet Ir length: � Ccce Type OR
<br /> 00 E
<br /> S.oS° TYPICAL SIGN r24° x 2L'�
<br /> :.
<br /> s
<br /> Black symbol
<br /> on yellow 2°X2 Square Fe.foroted Steel
<br /> N
<br /> Clear to T , bockgraund o NOT A THROUGH I � T './- ° T INTERSECTION SIGN
<br /> i E g,p0" ubirJ r enetrotor Anchor e�
<br /> 2 1 �_ ecge of D N "Jlti Mste" Slcn Support System
<br /> pcver^ent STREET SIGN (Wester^ Highway Products.
<br /> 1 1/2" 6 --I Edge of pavement L— 1 -888-273-6234) (post ccross from incersednon)
<br /> DIAMETER
<br /> at bock bock o` dke � I I
<br /> L
<br /> SECTION A—A \ —
<br /> 6' rural Stop and stree- /
<br /> NOTES: -3'-6" (4'-6' ?' urbcr sign loco;ion / I
<br /> 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON to edge of paysme-t _ ��..11 2 i o TERMINATED
<br /> CONFORMING TO ASTM A-48-CLASS 30. �-
<br /> 2L FRAME AND COVER SHALL BE HS20-44 RATED. S ��` ' '� ., � -� PLACE DETAIL 22�-_L2 II h (D STREET BARRICADE INTERSECTION SIGN
<br /> 3. FRAME SHALL WEIGH APPROX. 22 LBS. BERKELEY WAY v
<br /> COVER SHALL WEIGH APPROX. 7 LBS. 12" WHITE
<br /> 2"X2" Squcre Perforated Steep I L2� clecr _ � X I THERMOSTRIPE 1" X 1"
<br /> 4. FRAME: AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL Tubing W/Pene[rator Anchor mer WOOD POST OR
<br /> CONFORMING TO A.W.W.A. C203. "Cl; -Mate" S gn Support System V STEEL POST
<br /> 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. ('Western H'ighv�cy °rodu_ts,. STOP AND STREET SIGN 6' PAVEMENT DELINEATION,
<br /> SEE CALTRANS TYPICAL I
<br /> 1-889-273-6234) LOCATION DETAIL INTERSECTION STANDARDS
<br /> TYPICAL STOP AND STREET Ir URBAN Loco-, ons INSTALL STOP FIBER ROLL
<br /> STREET SIGN PER
<br /> SIGN INSTALLATION 3'-6' or are to face cost
<br /> In RURAL Locations q
<br /> 4'-6" or r,ore to face of post _ FLOW
<br /> _ . �FLOW Ate-],
<br /> SURVEY MONUMENT FRAME 8c COVER © STOP 8c STREET SIGN INSTALLATION 8c LOCATION STOP BAR DETAIL _- - _ =111 " - 4INGHES PLAN A
<br /> _. .._..- 6" MIN..i
<br /> Existing Vor _ Existing 50 X 50 MM (2" X 2") STAKE OR CONSTRUCTION STE RIGHT OF WAY
<br /> Pavement / pcver-ert � V- °r -{ 4 J-BAR DRIVEN 1 INCH
<br /> _ f25 MM) BELOW TOP OF BALE STRAW OR HAY BALE EXISTING
<br /> 50 FT (15 METERS) MINIMUM
<br /> 4 INCHES (100 MM) MIN. GROUND - SECTION A-A
<br /> 0 PLASTIC TARP COMPACTED SOIL 6" to 12" DEPTH OF WASHED WELL
<br /> Nin. 05' � - Variable slope (10% max.) NYLON OR GRADED Y-4" FRACTURED STONE AGGREGATE NOTES:
<br /> to meet existing groura WIRE BINDINGS STAKE TARP TO GROUND FILTER ROLLS SHALL BE CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS THE EXPECTED FLOW PATH.
<br /> SECTION A-A EXISTING GROUND ill 2. SUPPORT POSTS SHALL BE A MINIMUM 24" LONG 1 " X 1 " WOOD POSTS DRIVEN A MINIMUM OF 6
<br /> _ L _ ii .. ' I_I =11 -III I_II LI INCHES INTO THE GROUND. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART.
<br /> A 8 INCHES�- 6 INCHES 3. FILTER ROLL SHALL BE IMBEDDED A MINIMUM OF 3 INCHES INTO EXISTING GROUND
<br /> RTW W_ � RtW III_II ' (200 MM) GEOTEXTILE MATERIAL (150 MM) MIN.
<br /> 4. CONTRACTOR SHALL MAKE INSPECTIONS WEEKLY DURING THE WET SEASON, MONTHLY DURING THE DRY
<br /> 4 INCH (100 MM) MIN. 118 INCHES (450 MM) MIN. SECTION A-A SEASON AND IMMEDIATELY AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL IS
<br /> REQUIRED. SEDIMENT SHALL BE REMOVED BEFORE IT HAS REACHED ONE HALF THE HEIGHT OF THE
<br /> Alternate edge Res. 15' RFILTER ROLL.
<br /> Com^' 25 R SET BALE N TRENCH
<br /> DTch fowlire—\ SECTION A—A
<br /> - - - - i- - - - - - 12" Vii,, diameter cross ANGLE FIRST STAKE TOWARDS FILTER ROLLS
<br /> pipe when recuirec. 2 STAKES PREVIOUSLY LAID BALE
<br /> Mater it per (See notes 5 & 6) PER BALE A A
<br /> chart below1 DIRECTION
<br /> 15 FEET
<br /> A III (4.5 METERS) Or TRAVEL CL
<br /> Set pipe in fine withMINIMUM
<br /> Edge of existing paver^ent R W R�W
<br /> x frg of ch at A
<br /> e ,a,i-o C 25 to n,5 _ IT
<br /> -.w exit flow Ire, 17— I_
<br /> -50'--
<br /> RURAL 'DRIVEWAY PLACE BALES TIGHTLY 4 INCH (100 MM) PLAN VIEW
<br /> TYPE W STRUCTURAL SECTION STRAW BALE ALIGNMENT TOGETHER WITH NO GAPS TRENCH �- 25' — 25'
<br /> NOTES VARIES VARIES
<br /> (min.) Ma.. (n+mJ AC AB (min) PCC FRONT VIEW 1 . STABILIZED CONSTRUCTION SITE ACCESS SHALL BE
<br /> RURA_ OR TEMP NOTES: �
<br /> '2' 25' 2" /4N 4" CONSTRUCTED OF 3" TO 4" WASHED, WELL-GRADED
<br /> RESIDENTIAL
<br /> AC s 1 PLACE BALES IN 4 INCH (100 MM) DEEP TRENCH ALONG THE CONTOUR FRACTURED STONE AGGREGATE. MATERIAL SHALL BE _
<br /> �YG, TEMP IN THE SHAPE OF AN ARC WITH THE ENDS UPHILL OF THE Al CENTER. BALES PLACED TO A MINIMUM THICKNESS OF 6 INCHES, 7 6 12 126 7 ~I
<br /> VARIES VARIES
<br /> �OMIV ERGAL, 15. 4,1, 2" 16" SHALL BE PLACED SO THAT BINDINGS ARE HORIZONTAL. SLOPED AWAY FROM THE ROADWAY. I
<br /> -EIcIP IAD.,S-RIAL A� HH 2. BALES SHALL BE ANCHORED BY TWO 2" X 2" (50 X 50 MM) STAKES OR 4 J-BAR DRIVEN 2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 1 I —2% 2%
<br /> THROUGH THE BALE AND INTO THE GROUND A MINIMUM DEPTH OF 18 INCHES (450 MM).
<br /> NOTES: STAKES OR J-BARS SHALL BE DRIVEN FLUSH WITH THE TOP OF THE BALE. FEET (15 METERS). WIDTH SHALL BE A MIN, OF 15 --
<br /> = SWLINE OF PIPE SHG.J_ 9E A MIN. 0'= 3" BELOW DITCH rLC'`.N LIVE THE FIRST STAKE OR J-BAR IN EACH BALE SHALL BE DRIVEN AT AN ANGLE FT (4.5 METERS) OR GREATER IF NECESSARY TO
<br /> TOWARDS THE PREVIOUSLY LAID BALE TO FORCE 7HE BALES TIGHTLY TOGETHER. COVER ALL VEHICULAR INGRESS AND EGRESS. gLOPE ,; VAR SLOPE
<br /> PNI MAX. OF 112 DIAMETER OF PIPE, SELO'J GIT-F FLOWLWE_ PROVIDE AMPLE TURNING RADII. V21 MAX _ % 2:1 MAX
<br /> A.: c-. intersection, no driveway shad as placed w-�t-in 30' 01 the 3. AFTER BALES ARE STAKED IN PLACE, EXCAVATED SOIL SHALL BE BACKFILLED ---- --
<br /> pont of irter,ectbr the master cleared R/dJ lines. AGAINST THE SIDE TO A MINIMUM HEIGHT OF 4 INCHES (100 MM). 3. THE ENTRANCE SHALL BE KEPT IN GOOD CONDITION
<br /> Orve `oys s I be at -icht angles to to st-eet. 4. CONTRACTOR MAY SUBSTITUE HAY BALE WITH AN EARTHEN DIKE BY OCCASIONAL TOP DRESSING WITH MATERIAL AS 2" ASPHALT CONCRETE (TYPE B) R=4
<br /> 6" A.B. SHOULDER��
<br /> 4 Cir( drivewots aye tc be no laser trar 75 Detweer centers (residential) AFTER RECEIVING APPROVAL FROM A CERTIFIED PROFESSIONAL SPECIFIED IN NOTE 1 . L OVER PRIME COAT R=5 (ASSUMED) 1' MIN.
<br /> 3C Detween centers (com mercia ) IN EROSION AND SEDIMENT CONTROL. 4. ACCESSES SHALL BE INSPECTED WEEKLY DURING 1' MIN.
<br /> 5 o en cross pipe is used, R shall exterc a min mum of 2 past the toe of til. 5. CONTRACTOR SHALL INSPECT BALES WEEKLY AND AFTER EACH WASHOUT. REPAIRS PERIODS OF HEAVY USAGE, MONTHLY DURING 9" AGGREGATE BASE (CLASS 2)J
<br /> sloes of - r�teway,he dcli fit she' m
<br /> I be copocced to 95% -e'c:ve compaction. SHALL BE MADE AS NECESSARY AND SEDIMENT SHALL BE REMOVED WHEN IT HAS NORMAL USAGE, AND AFTER EACH RAINFALL, WITH
<br /> Max num fill slope 2:1 . ACCUMULATED TO A DEPTH OF 6 INCHES (150 MM). BALES SHALL BE REPLACED WHEN MAINTENANCE PROVIDED AS NECESSARY. PERIODIC 6" COMPACTED SUBGRADE (95%)
<br /> ., Pipes shall be Reinfo-cel Corc�ete, or 0.079" Galvanized Co,rugoted Steel pipe, THEY HAVE BEEN DAMAGED, COLLAPSED OR DECOMPOSED. TOP DRESSING SHALL BE DONE AS NEEDED.
<br /> V =_ize caries according to :he -ycrcuis req!uremen'..
<br /> DRIVEWAYS , RURAL, AG & TEMP 7 TEMPORARY CONSTRUCTION ENTRANCE ® TYPICAL CROSS SECTION — BERKELEY WAY
<br /> SEAL
<br /> ao. oe., sc E V I 1 0 N S DTM ANTONIO M . CONTI - CIVIL ENGINEER JOB NO, 03013 DETAIL SHEET SHEET
<br /> - ---- P.O. BOX 1396 PHONE (209) 476-0970 DATE 10-02-03
<br /> 4 � WOODBRIDGE, CALIFORNIA 95258 DATE: I I ISI n DESIGN SJG BERKELEY WAY
<br /> R.C.E. NO: 62009 DRAWN SJG STOCKTON , CA OF 4 SHEETS
<br /> A. M. CONTI, CIVIL ENGINEER EXP. DATE: 9/30Z05 CHECKED AMC
<br />
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