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<br /> GENERAL NOTES SHEET INDEX
<br /> 1 . FOUND 4" BRASS DISK STAMPED M1 .11 .GA, 1964. DEPARTMENT MPROVEMENT OF WATER RESOURCES, CALIFORNIA ON THE N.E. CORNER OF THE
<br /> BRIDGE ON PATTERSON PASS ROAD OVER THE CALIFORNIA
<br /> AQUEDUCT, ELEV. 251 .19' DESCRIPTION SHEET NO.
<br /> 2. REVIEW OF THESE PLANS BY THE COUNTY SHALL
<br /> NOT RELEASE THE DEVELOPER OR THEIR ENGINEER FROM THE RESPONSIBILITY FOR THE COVER SHEET C1 z O
<br /> DESIGN OF THE IMPROVEMENTS AND FOR ANY DEFICIENCIES RESULTING FROM THE FOR
<br /> DESIGN THEREOF. STRIPING PLAN C2
<br /> 3. PRIOR TO THE START OF CONSTRUCTION, THE DEVELOPER AND/OR CONTRACTOR SHALL
<br /> IMPROVEMENT PLAN AND PROFILE C3
<br /> ` KWA 'Tk AT B E H7
<br /> CONTACT THE COUNTY'S FIELD ENGINEERING DEPARTMENT AT (209)468-3014 K E LEY EROSION CONTROL PLAN C4
<br /> AND REQUEST A PRECONSTRUCTION CONFERENCE. AVE@ CROSS SECTIONS C5
<br /> Mu" UNTA N Hu`p� USE r
<br /> 4. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE COUNTY TRAFFIC SIGNAL PLAN T1
<br /> PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS.
<br /> ADESA
<br /> 5. ALL STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TRAFFIC SIGNAL PLAN T2
<br /> PROVISIONS OF THE CURRENT COUNTY ORDINANCE CODE, STATE STANDARD O a a a a a
<br /> SPECIFICATIONS, AND COUNTY STANDARD PLANS. THE IMPROVEMENTS ARE
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<br /> SUBJECT TO INSPECTION AND APPROVAL OF SAN TION T COUNTY. TRACY ,
<br /> A
<br /> L I y� A ®CONTACT THE COUNTY FOR CONSTRUCTION INSPECTION AT (209)468-3014 AT !rL m Q Q Q Q
<br /> LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK TO ARRANGE FOR INSPECTION.
<br /> OR N
<br /> 6. NOTIFY UNDERGROUND SERVICE ALERT 800/227-2600 AT LEAST THREE WORKING DAYS I Ii
<br /> PRIOR TO ANY EXCAVATION. THE USA AUTHORIZATION NUMBER SHALL BE KEPT AT THE 24. ASPHALT CONCRETE SHALL BE SPREAD AND COMPACTED IN ACCORDANCE WITH ` C'4
<br /> N
<br /> JOBSITE, m 1 0 0
<br /> THE REQUIREMENTS OF SECTION 39-5, "SPREADING AND COMPACTING
<br /> EQUIPMENT," AND SECTION 39-6, "SPREADING AND COMPACTING" OF THE STATE I � ( N 1 N N
<br /> 7. THE DEVELOPER/CONTRACTOR IS REQUIRED BY STATE LAW TO ACTIVELY RESEARCH STANDARD SPECIFICATION. } I °' 1 01
<br /> WORK AREA PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REFERENCE MONUMENTS I i M to 1O ro
<br /> AND REPLACE THOSE DAMAGED OR REMOVED DURING CONSTRUCTION. 25. PRIOR TO INSTALLATION OF NEW ASPHALT CONCRETE, CONTRACTOR SHALLb j z N I
<br /> COMPACT THE BASE ROCK MATERIALS WITH A VIBRATING ROLLER OR WITH A r-,1 y y y
<br /> 8. ALL NEW UTILITY DISTRIBUTION SERVICES SHALL BE PLACED UNDERGROUND. MECHANICAL TAMPER TO OBTAIN A MINIMUM OF 95% COMPACTION. THE SURFACE , I y Y cYi y
<br /> OF THE FINISHED AGGREGATE BASE AT ANY POINT SHALL NOT VARY MORE THAN L- �__----- w> W W w
<br /> /' U = ox o
<br /> 9. PRIOR TO PLACING CURB, SIDEWALK, ASPHALT CONCRETE, SUBBASE, OR BASE 0,05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED ON THE PLANS. THE f - - - - - �__ - - - - - - -
<br /> MATERIAL, ALL UNDERGROUND FACILITIES WITHIN THE RIGHT-OF-WAY SHALL BE SPREADING AND COMPACTING OF AGGREGATE BASE SHALL CONFORM TO THE r - - - - - - - - - -�""- - -
<br /> INSTALLED, BACKFILL COMPLETED, AND THE COUNTY'S --' I ) z z z
<br /> REQUIREMENTS OF SECTION 26-1 .035, 26-1 .04 AND 26-1 .05 OF THE STATE Vallejo --F��__'-��'----------"" "� i ( g �
<br /> CONSTRUCTION DIVISION NOTIFIED BY EACH OF THE UTILITY COMPANIES HAVING
<br /> STANDARD SPECIFICATIONS. o
<br /> -----'�"-" SE PARKWAY
<br /> FACILITIES WITHIN THE WORK AREA, THAT THE UTILITY INSTALLATION HAS MWMAIN FIO� Q r O
<br /> 1 _ z
<br /> SATISFACTORILY PASSED ACCEPTANCE TESTS. 26. EXISTING PAVEMENT OUTSIDE THE WORK LIMITS DAMAGED DURING --- - _ �_._ z
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<br /> CONSTRUCTION SHALL BE REPLACED BY AN EQUAL SECTION TO THE San Ram Concord �� I�� - - 1 0 V
<br /> 10. WHEN WIDENING THE PAVEMENT ON AN EXISTING ROAD, THE EXISTING PAVEMENT SHALL SATISFACTION OF THE COUNTY. 1 j w
<br /> BE SAWCUT TO A NEAT LINE AND REMOVED BACK TO AN EXISTING ADEQUATE 10
<br /> mhmpn 1 - - `' 1 1 y
<br /> ( ) . u",n omo l" - - - - - - - - - - -�_w+-��s' -' - - - - - - - �. J a a a a
<br /> STRUCTURAL SECTION, OR TO THE ORIGINAL ROAD SECTION 1 FOOT MINIMUM AN gerke�e adyet - - - •
<br /> 27. EXISTING AC PAVEMENT SHALL BE SAW CUT ALONG THE PROPOSED EDGE OF J SEE SHEETS 2,__37_& 4 Z
<br /> EXPLORATORY TRENCH, OR POTHOLING, MAY BE REQUIRED TO DETERMINE THE LIMITS REMOVAL TO PROVIDE A NEAT CONFORM TO THE EXISTING AC PAVEMENT. alk d Dandl KEY MAP
<br /> OF PAVEMENT REMOVAL. PAVEMENT SHALL BE REPLACED AFTER PROPER BACKFILLING Ramon
<br /> WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN TH_ MATERIALS USED IN THE San Francis
<br /> 28. AT THE TIME OF DELIVERY OF EACH SHIPMENT OF ASPHALT, THE VENDOR
<br /> ORIGINAL PAVING, m OR on Leandro Dublin PROJECT LOCATION N.T.s.
<br /> SUPPLYING THE MATERIAL WILL PROVIDE CERTIFIED COPIES OF TEST REPORT. "r�,k,s
<br /> 11 . SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO THE TEST REPORT SHALL CONFORM TO THE REQUIREMENTS OF SECTION 92-1 .03, LLA Castro Volley Tracy L0
<br /> .South San Francisca rvertnare
<br /> IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR "TEST REPORT" OF THE STATE STANDARD SPECIFICATIONS. an Bruno leo:onto I
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<br /> SHALL CONTACT KIER & WRIGHT AT 925-249-6555 FOR SUCH FURTHER EXPLANATIONS 29. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONIBILITY FOR JOB SITE CONDITIONS LC) N
<br /> AS MAY BE NECESSARY. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND C3J
<br /> SPECIFICATIONS MUST BE PREPARED AND CERTIFIED BY THE "CIVIL ENGINEER" , AND DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS ,n
<br /> aster ty V) D un
<br /> SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO TODNORMALRMRKINGPROPETY; THATHOURS ANDTHISUIREMENT THAT THESHALL CONTRACTOR SHALLAPPLYNUOUSLY DEFEND,AIINDEMNIFFY,D NOT BELANDTED HOLD LEGEND O '
<br /> IMPLEMENTATION. THE OWNERS, SAN JOAQU I N COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, >- N°Pa Alto Miipito LLJ 1 o
<br /> REAL OR ALLEGED, IN CONNECTION WITH THE PREFORMANCE OF WORK ON THIS PROJECT. PROPOSED EXISTING > N
<br /> 12. NO TREES SHALL BE REMOVED UNLESS THEY ARE SHOWN AND NOTED TO BE REMOVED - - _ - - _ rn
<br /> 30. A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED AND DEEMED ACCEPTABLE BY an Jose PROPERTY LINE
<br /> ON THE IMPROVEMENT PLANS. ALL TREES CONFLICTING WITH GRADING, UTILITIES, OR COUNTY PRIOR TO START OF WORK. THIS SHALL ADDRESS ALL PHASES OF WORK, upertin - - - - - - LOT LINE
<br /> N Ln
<br /> OTHER IMPROVEMENTS, OR OVERHANGING THE SIDEWALK OR PAVEMENT SO AS TO WHICH WILL IMPACT PUBLIC TRAFFIC. CONFORMANCE WITH THE TCP SHALL BE - - - MONUMENT/MONUMENT LINE = L0
<br /> FORM A NUISANCE OR HAZARD, SHALL BE TRIMMED AND PROPERLY GRADED AND MAINTAINED AT ALL TIMES. North BLOCK/RETAINING WALL C, �TIMES. "
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<br /> *-n- !----*-- FENCE LINE
<br /> SEALED. THE DRIP LINE OF TREES TO BE SAVED WILL BE FENCED, AND NO GRADING 31 . CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES DURING Nap Not to Scale 1 -"r""--------l'--- EDGE OF PAVEMENT 0 y c
<br /> SHALL TAKE PLACE WITHIN THIS FENCED AREA. CONSTRUCTION AS PER SECTION 10 OF THE STANDARDS SPECIFICATIONS OF THE ----- ASPHALT BERM
<br /> STATE OF CALIFORNIA AND PER SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC CONCRETE CURB W
<br /> 13. EXISTING CURB AND SIDEWALK WITHIN THE PROJECT LIMITS THAT ARE DAMAGED OR WORKS REQUIREMENTS. CONCRETE CURB & GUTTER Z o 0
<br /> DISPLACED, EVEN THOUGH THEY WERE NOT TO BE REMOVED, SHALL BE REPAIRED OR ..Ref = DRIVEWAY J
<br /> 32. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT SIDEWALK Z c
<br /> REPLACED, EVEN IF DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK WEATHER, AND RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF North T- BUILDING LINE W o 0
<br /> PERFORMED BY THE CONTRACTOR. THE WORK. oo.m i SPOT ELEVATIONso
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<br /> 33. ALL COMPACTION TEST AND MATERIAL SAMPLING AND TESTING SHALL BE THE �� 1i0 -' CONTOUR LINE
<br /> 14. EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO OCTOBER 15 AND SHALL RESPONSIBILTY OF THE DEVELOPER. LOCATION MAP 0� " -0--0STORM DRAIN-MANHOLE & CATCH BASIN - > n
<br /> BE MAINTAINED DAILY UNTIL APRIL 15. THESE FACILITIES SHALL CONTROL AND CONTAIN BASELINE -�^� R" - RAINWATER LEADER Y U �2 a
<br /> EROSION-CAUSED SILT DEPOSITS AND PROVIDE FOR THE SAFE DISCHARGE OF SILT-FREE D1 SCALE: N.T.S. i11- # C• ELECTROLIER
<br /> ■ 3
<br /> STORM WATERS INTO EXISTING STORM DRAIN FACILITIES. DESIGN OF THESE FACILITIES 1 UTILITY BOX
<br /> MUST BE APPROVED/UPDATED EACH YEAR PRIOR TO SEPTEMBER 30. EXIST. R/W M/L EXIST. R/W POWER POLE/JOINT POLE
<br /> 62' 62' T TRAFFIC SIGN
<br /> CJ TREE
<br /> 15. ALL TRAFFIC STRIPING AND MARKING SHALL BE THERMOPLASTIC AND SHALL CONFORM TO i
<br /> FC FC FACE OF CURB
<br /> THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND SAN JOAQUIN COUNTY STANDARDS PLACE TACK COAT ON EXIST. VARIES VARIES VARIES TC TC TOP OF CURB
<br /> AND AS SHOWN ON THE PLANS. I PAVEMENT PRIOR TO OVERLAYI BW P'+'E BACK OF WALK
<br /> 0'-2.5 TOP OF SLOPE I FW FV1 FACE OF WALK
<br /> P.U.E. 4 FL FL FLOW LINE f� ~
<br /> 16, ALL STRIPING SHALL BE CAT-TRACKED PRIOR TO FINAL INSTALLATION. FINAL EDGE OF EXIST. F2 �(
<br /> 10 10 I CB CB CATCH BASIN
<br /> INSTALLATION OF STRIPING WILL BE ALLOWED ONLY AFTER APPROVAL OF THE STRIPING TRAVELED WAY COTG COTe' CLEANOUT TO GRADE ty
<br /> LAYOUT BY THE CONSTRUCTION INSPECTOR. I (FOG LINE) I SDMH 5') H STORM DRAIN MANHOLE
<br /> 17. ORDER OF WORK FOR ROAD CONSTRUCTION: I 7' PROFILE
<br /> RE E RIM ELEVATION O
<br /> ELEVATION SAWCUT AT BASELINE I IE IF INVERT ELEVATION t
<br /> A. ROUGH GRADING CRO PER PLAN a Rs 'd dh P P PAVEMENT •
<br /> W/y \�i B.C. P.C. BEGIN CURB RETURN �� H
<br /> B. UTILITY INSTALLATION \ I
<br /> } E.C. END CURB RETURN a
<br /> C. PAVEMENT CONSTRUCTION --___ �� __________________ __-------__-__ �� MATCH r A.C. A.C. ASPHALT CONCRETE Iti!
<br /> - ------------ '� VA „ s A.B. A.CI. CLASS II AGGREGATE BASE a
<br /> D. RN�BTALLCONFLICTING
<br /> STRSPRNGING, PAVEMENT MARKERS AND SIGNING, AND 4 - L--------------'"- --- ----- Sy ��.es OF SS OPE OP A.S. AP S. CLASS 11 AGGREGATE SUB-BASE �•
<br /> _ : s.�k,�u.i^ , �y ,^ ., -s r wi �«.1F.w•4s` Fam.? at dr.4
<br /> E. INSTALL FINAL STRIPING GRIND 1 EX. PVMT. \ x P) ,; FH N FIRE HYDRANT v)
<br /> F. INSTALL FINAL SIGNING AT INTERIM LOCATIONS IF NECESSARY AND OVERLAY WITH 0.55' A.C. ` EX. ET. EXISTING
<br /> „ , ; '' s, x ,f u
<br /> ( ) \ � ' �` "`�F � t .,� P �' MIN. MIN. MINIMUM ti
<br /> G. COMPLETE FINAL STRIPING, PAVEMENT MARKER, AND SIGN INSTALLATION EXISTING CURB, 1 MIN. OVERLAY 0.90 A.B. T , s "ar wP PV PV PAVEMENT n
<br /> ALL WORK SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS SECTIONS GUTTER & SDWK. 1.40' A.S. PROJECT SITE t ( ry e ') PVMT PvM_, PAVEMENT
<br /> TI 11 LG LIP OF GUTTER W w
<br /> = v, f ^ Y P r,
<br /> 3-4,5,7,8,9 SECTION 19(AH.C) , AND SECTION 39. R = 5 (d lsntlrmmyr tsu,' x y v GB GRADE BREAK h+i
<br /> FOGL r } L FOG LINE STRIPING
<br /> 18. IF, DURING CONSTRUCTION, ARCHAEOLOGICAL REMAINS ARE ENCOUNTERED, u£ " '4 ' Tc
<br /> TYPICAL SECTION � � a R �", e axe .�c '� }, „,�, M/L t1 j E MONUMENT LINE
<br /> CONSTRUCTION IN THE VICINITY SHALL BE HALTED, AN ARCHAEOLOGIST CONSULTED, � Vi PVI PVI POINT OF VERTICAL INTERSECTION%.
<br /> MOUNTAIN HOUSE PARKWAY 1 A `�, "`' w P- 0 W
<br /> AND THE COUNTY PLANNING DEPARTMENT NOTIFIED. IF, IN THE OPINION OF THE � � y [� n
<br /> s � ` • ,,,r ,'`'-. ''�i's• s<`' ea`4f3. `'�lrt : as * 0 11
<br /> ARCHAEOLOGIST, THE REMAINS ARE SIGNIFICANT, MEASURES, AS MAY BE REQUIRED BY k, �t y � 1�P, � ��r � .,�,, „C,
<br /> V �
<br /> THE PLANNING DIRECTOR, SHALL BE TAKEN TO PROTECT THEM. N.T.S. -
<br /> a t4, M, COUNTY OF SAN JOAOUIN
<br /> Sr
<br /> �
<br /> 19. A CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL OSHA) PERMIT BASELINE �a' °! c P} F,- vi 1yrx xe a i sa DEPARTMENT OF PUBLIC WORKS W
<br /> '~�r 5 7zt.c yF` ' m.+ e cr 4a?.
<br /> SHALL BE OBTAINED FOR TRENCHES FIVE FEET OR GREATER IN DEPTH. A COPY OF THIS EXIST. R W � a " "�1k1
<br /> EXIST. RAW y$ilcvA soGEt k til ' ` SCh ,b``*�eY I/
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<br /> PERMIT SHALL BE SUPPLIED TO THE PUBLIC WORKS DEPARTMENT. AN ADDITIONAL COPY
<br /> SHALL BE KEPT AT THE JOBSITE AT ALL TIMES. M/L
<br /> , x-yr y`k ysy€ � • � z "? � V7 a,
<br /> 52 VARIES } tt „� APPROVED' ,... O
<br /> 20. PRIOR TO ANY CONSTRUCTION WITHIN COUNTY RIGHT OF WAY CONTRACTOR SHALL OBTAIN I " i " s ae
<br /> S AN ENCROACHMENT PERMIT FROM SAN JOAQUIN COUNTY. I T + hmt ; SENIOR '6fV1L WEER DATE H�
<br /> VARIES VARIES
<br /> RCE NO. EXP. DATE
<br /> r 21 . AGGREGATE SUBBASE SHALL BE CLASS 2 AND SHALL CONFORM TO SECTION 25
<br /> OF THE "STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD � f,� a
<br /> SPECIFICATIONS, JULY 1992. " AGGREGATE BASE SHALL BE CLASS 2 AND SHALL , VARIES VARIES VARIES m '`
<br />� 2 PLACE TACK COAT ON EXIST.
<br />+ CONFORM TO SECTION 26 OF THE "STATE OF CALIFORNIA DEPARTMENT OF I ' PAVEMENT PRIOR TO OVERLAY ,,sx ')e; P _ P is ,�u 1 '°"`• '' j �.{
<br /> „ I 4 -18 0 -12.5 0 -2.5 . ,* 40,x ,
<br /> TRANSPORTATION STANDARD SPECIFICATIONS, JULY 1992. ASPHALT CONCRETE It Pyf s Pyr
<br /> J SHALL BE TYPE "A" 3/4" MAXIMUM, MEDIUM GRADATION AND SHALL CONFORM TO TOP OF PROFILEk kyr U
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<br /> SECTION 39 OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION SLOPE ELEVATION Srdir
<br /> J STANDARD SPECIFICATIONS, JULY 1992. - 2% -- - DIRECTOR OF PUBLIC WORKS DATE
<br /> BENCH NEW FILL SLOPE - ----"--------------_ _------- - COUNTY OF SAN JOAOUIN +
<br /> 22. ASPHALT BINDER TO BE MIXED WITH AGGREGATES SHALL BE PAVING ASPHALT AR- -
<br /> 8000 AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 92, "ASPHALTS" 9 90X MIN. COMPACTION _ T-- -\ 4 I A�, AT �-j x, +� j
<br /> GRIND 1 EX. PVMT. L:: iC K C ! - �
<br /> A OF THE STATE STANDARD SPECIFICATIONS. AGGREGATE SHALL BE CLEAN AND p}• /i 0.55 A.C. AND OVERLAY WITH \\ O QROF ESSIpy4� L
<br /> FREE FROM DECOMPOSED MATERIALS, ORGANIC MATERIAL AND OTHER 0.90 A.B. ''� tT -
<br /> S 1 MIN. OVERLAY Q� Es R. Mc
<br /> j DELETERIOUS SUBSTANCES, AND CONFORMING TO THE REQUIREMENTS OF 1 ' 1.40 A.S. Ref. y�Q�` CC, [-T
<br /> DATE 01-14-02
<br /> SECTION 39-2.02, "AGGREGATE" OF THE STATE STANDARD SPECIFICATIONS. TI = 11 ; n
<br /> - R = 5 a North No. 53447 a SCALE 1"=20'
<br /> 23. PRIOR TO PLACING THE NEW ASPHALT CONCRETE, A TACK COAT SHALL BE Exp. 6-30-03
<br /> APPLIED TO ALL VERTICAL SURFACES OF EXISTING PAVEMENT, CURBS, GUTTERS TYPICAL SECTION VICINITY MAP DESIGNER A.M.
<br /> i AND CONSTRUCTION JOINTS AGAINST WHICH ADDITIONAL ASPHALT CONCRETE IS sTgr OF1CAl.1F \p / JOB NO. 99549-16
<br /> MOUNTAIN HOUSE PARKWAY 2 SCALE: N.T.S. F �a�• ' ��
<br /> TO BE PLACED. THE RATE OF APPLICATION SHALL BE APPROXIMATELY 0.10 PITEPARED BY OR UNDER THE SUPERVISION OF DATE
<br /> GALLON PER SQUARE YARD OF SURFACE COVERED. CHARLES R MCCALLUM PE 53447 SHEET C 1
<br /> N.T.S. - l.r 1
<br /> LICENSE EXPIRES: 6-30-03
<br /> OF 7 SHEETS
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