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GENERAL NOTES: NOTES: EROSION CONTROL NOTES:
<br /> I. ALL IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE I. ALL DRAIN INLETS SHALL HAVE EROSION CONTROL PER DETAILS ON SHEET S.
<br /> I. A PERMIT SHALL BE OBTAINED FROM THE COUNTY OF SAN JOAOUIN REQUIREMENTS OF THE COUNTY OF SAN JOAQUIN IMPROVEMENT 2• THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE
<br /> COUNTY HEALTH DEPARTMENT PRIOR TO CONSTRUCTION OF WELLS SPECIFICATIONS AND STANDARDS, AND THE LATEST EDITION OF THE WATER RESOURCES CONTROL BOARD, ORDER NO, q2-06-PM,OF THE S
<br /> AND PRIOR TO THE DESTRUCTION OF THE ABANDONED WELLS ONSITE. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, DIVISION OF GENERAL PERMIT NO.CONTROL
<br /> OA THE DER 14 GTOR SHALL DEVELOP,
<br /> HIGHWAYS STANDARD SPECIFICATIONS. IMPLEMENT, AND MONITOR A STORM WATER POLLUTION PREVENTION PLAN
<br /> 2. CONTRACTOR SHALL LOCATE AND PRESERVE ALL FACILITIES INCLUDING 2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF (SWPPP) IN ACCORDANCE WITH THE ABOVE PERMIT.
<br /> GAS, WATER, IRRIGATION, SEWER, POWER, STREET LIGHTS, TELEPHONE AND WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT 15
<br /> OTHERS WHICH MAY BE IN THE AREA OF CONSTRUCTION. RESPECTIVE UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE 15 TO PREVAIL
<br /> UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO THE COMMENCEMENT OF AAND THAT RE TO BE ONLY
<br /> MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY TRAFi=1C, CONTROL NOTES: NOTES:
<br /> 5. A 10 FOOT PUBLIC UTILITY EASEMENT 15 TO BE PROVIDED ALONG ALL 5. LINES AND GRADES: ALL DISTANCES AND MEASUREMENTS ARE GIVEN I. ALL TRAFFIC SIGNS, MARKINGS AND STRIPING SHALL CONFORM TO THE "MANUAL 1. Frame and Grate shoo conform to
<br /> STREET FRONTA6E5. AND WILL BE MADE IN A HORIZONTAL PLANE. GRADES ARE GIVEN FROM OF UNIFORM CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS" AND Standard Drawing No. D-16.
<br /> THE TOP OF THE STAKES OR NAILS, UNLESS OTHERWISE NOTED. THE 2. Two feet minimum below finished
<br /> 4. P.G. d E. AND PACIFIC BELL FACILITIES ARE TO BE INSTALLED BY THE AS SHOWN ON THESE PLANS. rade in new development. In
<br /> CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR 9 A
<br /> RESPECTIVE UTILITY COMPANIES AND ARE TO OCCUPY A JOINT TRENCH IN existing street*, may be less than A //
<br /> LINES, GRADES OR MEASUREMENTS OF THE WORK IN THEIR PROPER 2. A MINIMUM OF ONE 10' TRAFFIC LANE SHALL BE MAINTAINED AT ALL TIMES, WITH approval of the engineer.
<br /> THE 10 FOOT PUBLIC, UTILITY EASEMENT. 2' with thea \�
<br /> PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ALL TRAFFIC, DELAYS LIMITED TO A MAXIMUM OF 15 MINUTES. A MINIMUM OF TWO 10'
<br /> 5. WATER MAINS AND SERVICES ARE TO BE INSTALLED BY THE DEVELOPER EXPENSES INCURRED IN REPLACING STAKES THAT HAVE BEEN REMOVED TRAFFIC LANES SHALL BE MAINTAINED DURING NON-WORKING HOURS. TRAFFIC B �� \\
<br /> AGGORDING TO THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS FOR WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL CONTROLS SHALL BE IN ACCORDANCE WITH SECTION 12 OF THE CALTRAN5 A A _
<br /> PUBLIC, WORKS, CHAPTER 4. CONTRACTOR. STANDARD SPECIFICATIONS.
<br /> 6. SET BACKS ARE REQUIRED BY ORDINANCE OR DEED RESTRICTIONS. 4. ALL MAINTENANCE HOLE, LAMPHOLE AND WATER VALVE CASTINGS AND p 1
<br /> 1. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN JOAQUIN COVERS SHALL BE ADJUSTED TO FIN15H GRADE BY THE PAVING
<br /> BUILDING DEPARTMENT PRIOR TO PLACING FILL ON LOTS. CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETED. SEWAGE DISPOSAL SYSTEM:
<br /> 5. COMPACTION TEST: CONTRACTOR TO PROVED COMPACTION TESTS
<br /> 8. THE CONTRACTOR SHALL FURNISH AND INSTALL TRAFFIC CONTROL IN STREETS AS REQUIRED BY SAN JOAQUIN COUNTY, AT THE I. ALL LOTS SHALL HAVE PRIVATE SEWAGE DISPOSAL SYSTEMS SUBJECT TO B
<br /> 5IGN5, STREET NAME 516N5 AND PAINTING IN ACCORDANCE WITH THE CONTRACTOR'S EXPENSE. APPROVAL BY SAN JOAGUIN COUNTY ENVIRONMENTAL HEALTH DIVISION.
<br /> COUNTY OF SAN JOAQUIN IMPROVEMENT SPECIFICATIONS AND STANDARDS, PLAN VIEW
<br /> AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 6. DUST CONTROL: APPROPRIATE DUST CONTROL TO BE PROVIDED FOR 2. LEACH FIELDS SHALL BE LIMITED TO AREAS SHOWN AND SHALL BE A MINIMUM PLAN VIEW
<br /> MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE ALLEVIATION OR PREVENTION OF DUST NUISANCE, AT TH£ OF 12,000 S.F. OR AS APPROVED BY SAN JOAQUIN COUNTY ENVIRONMENTAL see rate 1
<br /> q. GALL USA TOLL FREE 80042-2444 BEFORE PLANTING TREES,
<br /> CONTRACTOR'S EXPENSE. HEALTH DIVISION.
<br /> TRENCHING, DIGGING FENCE POST HOLES, BLASTING, GRADING, EXCAVATING, 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND 5. REVISIONS TO LEACH FIELD LOCATION MAY BE MADE SUBJECT TO ADDITIONAL Mortar
<br /> DRILLING, PIPE PUSHING, ETC., GALL UNDERGROUND SERVICE ALERT FOR FEDERAL SAFETY REGULATIONS PERTAINING TO HI5 OPERATIONS. HE PERG TEST IN ACCORDANCE TO SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH Grade Rings 20"
<br /> UNDERGROUND CLEARANCE. USA WILL PROVIDE INFORMATION ABOUT, OR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN OR OTHER DIVISION MINIMUM REQUIREMENTS. e -
<br /> LOCATE AND MARK UNDERGROUND FACILITIES FOR YOU. DEVICES NECESSARY FOR PUBLIC SAFETY. THE CONTRACTORS 4, SEWAGE DISPOSAL SYSTEMS ARE NOT CONSTRUCTED AS PART OF THIS GRADING Mortar �-7 -a �1 1/4• 3/4" 1/B"
<br /> 10. A TEST WELL WHICH SHOWS THAT THE PRODUCTION WELL WILL MEET ATTENTION 15 GALLED TO THE REQUIREMENTS OF TITLE 5, CALIFORNIA PLAN.
<br /> APPLICABLE STANDARDS IS REQUIRED PRIOR TO THE APPROVAL OF THE ADMINISTRATIVE CODE, SUBCHAPTER 4, ARTICLE 6, "EXCAVATIONS, 18" R.C.P., CL III 3 1/2"
<br /> TRENCHES, EARTHWORK." SEE ALSO SECTION 5 OF SAN JOAQUIN 5. CONSTRUCT INDIVIDUAL 5EWA&E DISPOSAL 5Y5TEM5 UNDER A PERMIT AND 1 1/4- -I I--1 3/8" �-5/8• L
<br /> IMPROVEMENT PLANS OR ANY WORK WITHIN THE SITE. COUNTY STANDARDS. INSPECTION BY THE ENVIRONMENTAL HEALTH DEPARTMENT AT TIME OF DEVELOPMENT. 1/e" 2 2"
<br /> 11. A TRENCH SHORING PLAN SHALL BE SUBMITTED TO AND DEEMED A SEPTIC SYSTEM SHALL BE INSTALLED ON EACH LOT WITHIN THE SEWAGE i_ - 22 1/4•
<br /> ACCEPTABLE BY COUNTY PRIOR TO THE START OF WORK. SHORING AND 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DISPOSAL AREA UPON CONSTRUCTION OF THE RESIDENCE. SEPTIC SYSTEM SHALL
<br /> PLATING WHICH 15 SUBJECT TO PUBLIC TRAFFIC LOADINGS SHALL RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF MEET SAN JOAQUIN COUNTY STANDARDS FOR INDIVIDUAL DISPOSAL SYSTEMS SECTION A-A
<br /> BE DES16NED AND CERTIFIED BY A CALIFORNIA LICENSED CIVIL ENGINEER. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS INCLUDING A SEPTIC TANK AND DOUBLE LEACH FIELD SYSTEM PROVIDED WITH Mortar (typ')
<br /> AND PROPERTY; THAT T14I5 REQUIREMENT SHALL APPLY CONTINUOUSLY AN ALTERNATING DISTRIBUTION BOX. Class "B" concrete SECTION B-B NOTE:
<br /> 12. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF AND NOT BE LIMITED TO NORMAL W0RKIN6 HOURS; AND THAT THE Grote shall be fastened to from*
<br /> INCLEMENT WEATHER, AND RESTORED TO THEIR ORIGINAL CONDITION UPON CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 6. PERCOLATION TEST, 501L PROFILES, LEACH FIELD LOCATIONS, AND NITRATE SECTION A-A with 18' of 1/4" heat-treated chain
<br /> COMPLETION OF WORK. THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR LOADING STUDY; PREPARED BY ANDERSON AND ASSOCIATES (JOB NO. 5g18q, ft .r.e w �� ft reM y
<br /> 15. WELL DRILLING AND DEVELOPMENT L065 TO BE FURNISHED TO THE ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE NVADDENDUM) PHONE: (20q) 561-5101. 18 STORM FRAME & GRATE
<br /> COUNTY. PROJECT, EXCEPTING FOR LIABILITY ARISING FRO M THE SOLE DRAIN INLET
<br /> NEGLIGENCE OF THE OWNER OR THE ENGINEER. JLD DEW (18- STORM DRAIN INLET)
<br /> err• COUNTY OF SAN JOAQUIN ee. SEPT. 19911 COUNTY OF SAN JOAQUIN SEPT. 1991
<br /> q. CONTRACTOR AISREE5 THAT HE SHALL A55UME THE SOLE AND COMPLETE .. NONE NONE
<br /> RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF
<br /> CONSTRUCTION OF THI5 PROJECT, INCLUDING SAFETY OF ALL PERSONS Q CW- DI¢ Q CW - M7
<br /> AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br /> AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
<br /> CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE
<br /> COUNTY OF SAN JOAOUIN, ITS ELECTED OFFICIALS, OFFICERS,
<br /> EMPLOYEES, AND AGENT5 FROM ANY AND ALL CLAIMS, COSTS OF ✓� , ;`
<br /> LITIGATION, DAMAGES, AND ATTORNEYS FEES, FOR PERSONAL INJURY
<br /> FOR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO
<br /> HAVE OCCURRED DURING THE TERM OF THI5 PROJECT. ' ':tl ins= • ''r .
<br /> Any Fzf3rSC;r1 SJ` a � +tuS i1";iWlTh� Shi,Ulr"�°• �
<br /> All information RV inspertin:
<br /> Existing Var Existing powment
<br /> bewith materials .goal to or THRUST BLOCK DETAILS
<br /> pavement Vor. better
<br /> r than the existing pavement
<br /> and base Xn quality. New dowment Street R/W
<br /> shall be 1" thicker than existing
<br /> Min. 0.4' Mtn. 0.4' pawmenl, minimum 9f 0.25 feet.
<br /> New base shall be 1 thicker than
<br /> Min. 0.5' Vary slope to meet existing base, minimum of 0.5 feet. E.P. Metal lid qn
<br /> ground maximum 10% slope 10 meter Coxes Coat iron lid (all locations) 454 Max.
<br /> SECTION A-A y hriat c-zee
<br /> Existing Pavement Exist. Ground d, eco eq7/_
<br /> l 3 *>o
<br /> Rattle-proof, machined
<br /> 6" Min. --i �g^ g• 6" MI . Saltom of Ditch Christy 812 box, seating aurtooe m �0R/W A R/w (TVP') - - _ _ nyp•S (if any) or equal meter FOR ALL STREETbox ter LOCATIONS e
<br /> - - 11' /' peel M 1Y max. '� �� �� 6" 14 1/4" 0"
<br /> 3-O" WyNs to o min. •/ 3• p^ S/8'
<br /> A \ rNalM aompoelbn / \ /An
<br /> gle 2' asphalt concrete 11 1/8" Flnished grade �,a A^ -y{, "A• -y A^ Min.
<br /> N1601 957. u
<br /> @•mots Material per. ee. 25 and shoulders, and variable , Sl
<br /> A
<br /> �. chart below tca`• i 90X outside shoulders. BEND TEE OUTLET DEAD END TYPICAL SECTION
<br /> Ditch flowline - - - Go Voriaoie Com tin 24' max.
<br /> THRU
<br /> pec e 9• O1 THRUST BLOCK
<br /> 12' min. diameter Q. Iayer� to a minimum
<br /> cross O• relatM compaction D+12" 1 H
<br /> required O.D./2 ;of 85X.
<br /> (see note 4 k 5) Dant in 6" n V Connect8" !�
<br /> CamFOR OFF STREET
<br /> to a m lmu ky�iw Adaptor ."r with THRUST BLOCK DIMENSIONS
<br /> tompoclson o"1 / / iii ` Corporation 2 hone clam t2 a rt LOCATIONS
<br /> _ Pa pa FITTINGS A B FITTINGS A
<br /> Sat pipe in line with 10" Min. O.D. 10" Min. 10• Min. O.D. 10" Min.
<br /> Stop 24" min 99onver below bottom E Concrete base to be L
<br /> existing ditch at A Edqe of exfatinq pavement O.D. O.D. rvica Clamp of ditch (k any) Extensions iv around wM box. 22 t 2 t'- ' 1,
<br /> #2'-0'
<br /> 3-$$ee Concrete base not 45 - 4-0 3-0elevation that will ( " leklrger+ 20" Min. + 20' Min. DDoo necessary when 90 - Snaturonot ytdrolnoge able Strop) OU7 - - 4voM box is located TEE In bock of sidewalk. DEAD ENO 3'-0" 4'-0" 4'-0'
<br /> RURAL DRIVEWAY RIGID CONDUIT FLEXIBLE CONDUIT NOTES: 221/2 z-o t N 3-0 -0
<br /> TYPE W PAVEMENT 1. Service line material shall be type k copper, polyethylene 45 3-0 2'-6' 1 4- 4-
<br /> (YInJ 0-
<br /> (min.) AC/AB (M%.)PCC or polybutylene plostic. 1 90 4'_ - •_ 4-0
<br /> RURAL OR 12' 25' 2" 4" 4" 2. Plastic pips up o 1 1/4" I.D. service shall be ultra high TEEOUTLET •_ •_ • •_ .
<br /> a:/ - molecular y1sight (UHMV'), Polyethlene as manufactured by No. 10 bare soft drawn DEAD END 3'-8' 3'-0' 5'-6"
<br /> _g
<br /> RESIDENTIAL NOTES: 'Driseopipe , Orarwlsburq or approved •gaol with minimum copper wire along all non metallic
<br /> pressure rating of 60 Psi. NOTES: pipe
<br /> 3. Plastic pipe for 2" I.D. service shall be PB 2110
<br /> AG, TEMP 1. Relotive compaction of materials shall be tested in accordance with P0lvbutykme or approved equal with minimum pressure
<br /> COMMERCIAL, 15' 30' 2- /8' 6' the State of California, Dept. of Transportation Testing Manuals, test rat ng of 160 psi.
<br /> TEMP INDUS- < method No. California 216 or 231. 4. Corporation stoV shall have oration cock threads. NOTES:
<br /> TRIAL 2. All exists moment shall be neat cut to line 5. An le shall have swivel corporation and lock wings. 1. Valve box and lid shall be Christy No. 0-5,
<br /> rq pe prior Right
<br /> trench excavation.on, 9 a10D nut Brooks No. I R T or 4-TT, or equal.
<br /> NOTES' 3. Jetting or ponding all be permitted within the street Rght of Way with 8. Mgle atop shall be vertically plumbed. 2. All lids and rade rings shall have
<br /> a 3 year bond. 7. Size of service line shall be as required by the County, 91. All IhV91 tel lea s�all 6e 0ured
<br /> 8. Mueller Into-tite fittings shall conform to ASTM machined noting surfaces. oqo na unEiigu soil a shall
<br /> t. At on intersection, no driveway shall be placed within 30' of the 4. When shown Hy soil composition and cempoctubiiity ninety percent (90X) 9
<br /> point of intersection of the master planned R/W lines. compaction may be used when approved by the bDimetor of Public Works. dseiglh'all D 2Prec 3. valve lox shall ben manufactured for the be Class "B Concrete.
<br /> 2. Driveways shall be at right angles to the street. 5. Special bedding requirements may be shown on the plans or specified in 9• Meter *holt be Precision Mater Inc, model PPM 5/8"x3/4" valve box supplied or pipe of correct size can 2. Th ust b10ak di *onions were
<br /> 3. Circle driveways are to be no oi0ser than 75' between centers (residential) special provisions. with attachment connector spuds be used• calculated to olrow a soil
<br /> or 80' between centers (commercial). 6. Shoulders shall be as shown on the plans or 10. Lockable corporation cock will recode the meter and entire bearing volae of 1,000 pounds
<br /> 4. When cross ( ) p specified in the special setup w81 be in the eonfln*9 ops the water box. per square foot.
<br /> pipe is used, it shall extend a minimum of 0.5' past the toe of fill provislene but In no coin Chat the shouldw be len than three feet wide as meawred 11. Non metallic services shall how a No. 10 gouge solid, bore,
<br /> slopes of the driveway, all fill shall be compacted to 95X relative compaction. from the edge of pavement. soft drown copper wire laid along the service lin, and accessible
<br /> 5. Pipes shall be Reinforced Concrete, or 079 go. Galvanized Corrugated Steel I in the meter box.
<br /> pipe, the size varies according to the hydraulic requirement.
<br /> .r DRIVEWAYS * TYPICAL TRENCH BACKFILL
<br /> RURAL, AG, & TEMP ry JLD WATER SERVICE VALVE BOX THRUST BLOCK DETAILS
<br /> JLD
<br /> eve y COUNTY OF SAN JOAQUIN rSEPT. 1991 J D e..w JLD *-
<br /> COUNTY OF SAN JOAQUIN r SEPT. 1991 .,r NONE 'e""'x w"�a era w R - 29 ter+ COUNTY OF SAN JOAQUIN r SEPT. 1991 err w JLD
<br /> sr. NONE �'�"°r^'se se*4 w.+e e. ��,-wen see* COUNTY OF SAN JOAOUIN r SEPT. 1991 n.r w COUNTY OF SAN JOAOUIN r SEPT. 1991
<br /> R - 17 sr. None sr,w. ., mor NONE eerrr s awe mor w,,,r " ew NOPE rewwee a rave see erre r.
<br /> 0 CW- W8
<br /> CW W5 CW-W4
<br /> SEAL:
<br /> 9ROFESS
<br /> REVISIONS
<br /> `� T Fes/ F, MIRHCE�u Fo S[�D�G�]4C�OM�� C �1���C C � Q UAS H N I C K ROAD SHEET
<br /> N0. DESCRIPTION DATE BY � ry4' ss =,i
<br /> w 12 b6 C-15372221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523
<br /> * LODI, CALIFORNIA 95240 IMPROVEMENTS
<br /> oily cfvn �� DATE � � �l- O �j
<br /> i 9lFOF CAI.W 7. R.C.E. NO.: 15372 NOTES BC DETAILS SHEET of s
<br /> E.F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31 -05 FILE NO.
<br /> 00647P4
<br />
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