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Home My WebLink About6.1-1703LEGEND PROPERTY LINE • o CENTER LINE -- - - SAWCUT LINE ------------------- EX. -- --- -----_---- EX. EDGE OF PAVEMENT-- - --- .. - EX. FLOWLINE - -- - -- PROPOSED FLOWLINE -- EXISTING GROUND -- - -- • -- - -- -- --- EXISTING CONCRETE NEW CONCRETE a NEW PAVEMENT s f DETAIL DESIGNATION SECTION LETTER SHEET WHERE SECTION IS SHOWN i I[ -- FLOW LINE C. CENTER LINE I W PROPERTY LINE OF -� CURB FACE TO TOP OF CURB TOC --- TOP OF CONCRETE FC -- FINISH CONCRETE FP -- FINISH PAVING TG -- TOP OF GRATE TOD -- TOP OF DRAIN TP - TOP OF PAVEMENT EOP -- EDGE OF PAVEMENT BOS -- BOTTOM OF SUMP MTCH -- MATCH EX. GRADE BOW BACK OF SIDEWALK FG -- FINAL GRADE EG -- EXISTING GRADE DA -- DRIVE APPROACH SWL -- WALE G.B. -- GRADE BREAK TOS -- TOP OF SUMP HWL -- HIGH WATER LEVEL BTM -- BOTTOM OF SUMP INV, -- INVERT TAN -- TANGENT Y W Y W W W W i LANDSCAPING CIDs W SHEET 8 TS: TITLE SHEET RD --2: AKERS PLAN --PROFILE RD --3: ROAD SECTION & STRIPING PLAN ;MATERIALS ITEM :.r#S DESCRIPTION "QUANTITY 1 SAW CUTTING 2) STRIPING ui 4 Lij > 5) AC PAVING 0 LL, ujco • er CURB AND LL CROSS CUTTER # ADA. RAMP A 1- 0 Lo�r NOTE EXISTING CONDITIONS SHOWN ARE PER C.O.B. PLANS � r ,� r A r' es ,� r► ,t A i • 4; k. ' i # r a► � s A r ! w qr x ! r � ® w r • ! r ■ : # L A A r► X • f # ! r • A. w w d R R 3 '. R 3 • A � � ill A .Ri � " � aRn � r A w n r # r ♦. t � A rY j� � : ■ j 1111. A � : ill w r r w ` a r ili R R ! r R r r A i R � i r A r 3 � R A x.. ♦ - A.. r ! R ■ R R s R ! r A A p M ! A r A 4 •, ! R � ! R r r R n w r r A A A i R A ` w • l # lr r w i► � A• k 'i A � p r � MI A � 1 R A R ;t • � � A w A � � � � / � r Ll"FORNIA 2ENCHMARK B�rrr _ R rrr TOP OF CONC. MON. IN L.N. 0 C jL THE BEARING OF No835'49"E FOR THE INTERSECTION OF TORI LORENE WEST LINE OF SECTION 36, T.30S., AVE. AND ABIGAIL WAY PER TRACT R.27E., M,D.M ALSO BEING THE NO, 5947 - PHASE 2 STREET CENTERLINE OF WIBLE ROAD, AS SHOWN PLANS ON PARCEL MAP NO. 9848 RECORDED IN BOOK 44 OF PARCEL MAPS, PAGE 174, , ELEV.= 345.25'{ USGS DATUM } IN KERN COUNTY RECORDER'S OFFICE. aA 93 err lrr NOO-35'49"E (BASIS OF BEARINg�_ 9 i r. ! !' Imp S ■ # w 3 ! y r r 7 s s y• w �Rr ! N w 111 �. w d ,A �. � p �. • � L a A - � x ai c � • � � a a t r d � A � lr d A � R � r � a ' j ♦ A, � � � A } e►.. �. r 1. - - A _ A .. rr A d •. y r A. A N A • A x • • r i ! # si► :. A � .: � # 7 Ili � � ;. � �. � �. `. - � ... r y � • A ;. w w ! w tllr I �: � d. wR :. ri � : � ,� � r► tM � �: s a � # A � w t •# # � �� s► 1 • w # r ! r 3 • j � i1r R r' R � R k.. + A ! . # ; : r CONCRETE r DETERMINED •. i ! • M • A. A PROPERLY r # r .NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, O B. ASTM •• SLABS OR CORES #r Aw# •!LABORATORY rr -. TESTING. ZINC STEARATE # A r # SUBSTITUTED PARAFFIN. A - A C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE . A ASPHALT 1, A CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY A. ABRASIVE R A GRINDING EQUIPMENT DIAMOND BLADES, B. REMOVAL L A.., REPLACEMENT, A A. OVERLAY.C. PLACEMENT OF AN ASPHALT CONCRETE METHODTHE BY THE CITY ENGINEER. THE •' SHALL BE AT THE CONTRACTOR'S EXPENSE. 8ABRASIVE 1RrR" GRINDING BRING SURFACE d.. SPECIFIED SURFACE ". O.R A ADDITIONAL A GRINDING SHALL it PERFORMED, •: OR : A NECESSARY, ENLARGE "rlc ,. GRINDING :. A i A SO A LONGITUDINAL GRINDINGLIMITS OF A. # A. ,A:. CONSTANT FROM, AND PARALLEL x R A: j THE # . NEAREST ... w A PAVEMENT t R TRANSVERSE .. CONFORMGRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL REQUIREMENTS LAST FOUR PARAGRAPHS OF , M OF SURFACESSTANDARD SPECIFICATIONS. A FOC` SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT LL r # REJUVENATING # A A. A. AGENT '..r ASPHALT AS DIRECTED • R Y THE CITY ENGINEER. 19. ARTERIAL rA A COLLECTOR STREET BASE r A A#♦. SHALL M►. CRUSHED r AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 FO THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SEC11ON 200-2.4 OF THE "GREENBOOK ........... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. w MU RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE rd.. A, SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OFR A R IMMEDIATELY PROR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: . WHEN ASPHALT CONCRETE R CONCRETE r A. ASPHALT -r ;4. A BE PLACE GRADINGON THE PLANE, A GRADING PLANE A 1 ANY rO,. SHALL VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. SUBBASE r (OTHER MATERIAL i THAN . r BASE A A R A CONCRETE BASE) BE PLACE GRADING PLANE, GRADING PLANE AT ANY POINT SHALL NOT VARY MORE ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY !, T CALL BEFORE YOU 1 DIG 1-800-642-2444 NORTH AREA 1-800-422-133 SOUTH AREA UNDERGROUND SERVICE ALERT (USA) Z � 140', U � �O 1 1 n m VICINITY MAP SCALE: NTS NGINEER'S STATEMENT: -«i A �• A • INV # Ito APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 m REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE REVIEWED BY: TRAFFIC ENGINEER DATE 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SHALL BE BE A NOTIFIED AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC DEPARTMENT R ANY WORK PERFORMED WITHIN EXISTING A MrSTREET RIGHT—OF—WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE d A SECURITY BASED ON A APPROVED !iMa Ie ESTIMATE FOR ! • O! PERFORMED BPOSTED PRIOR r 1M ISSUANCE OF A. PERMIT. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE . �/ r REQUIRE , ENGINEER'S # !t O• PUBLIC RIGHT—OF—WAY A # ESTABLISH NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE ry STREETS, PARCEL MAP wr Or PUBLIC rrTRACTS s� WITHOUT RECORDED MAPS) UNDERGROUND R SERVICE ALERTS SHALL CONTACTED WORKING• i(1-800-612-2444) COMPACTION TEST ! COMPACTION BE THE RESPONSIBILITY # . . r: /CONTRACTOR , : ! 1 r i NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. INSTALL MARKERS yrr CENTERLINE Ow. FIRE HYDRANT LOCATIONS NOTE TO STAMP .d M A CURB y.CE ! ACH SEWER LATERAL - A STREETLIGHTA r ARE r # BE LED A SPECIFIED R ■ SPECIAL PROVISIONS SEC11ON r 6-6.01 OR AN EQUIVALENT AS APPROVED # w ` l R CITY ENGINEER. llr ANY ITEMS IN THE PUBLIC . # w A ARE DAMAGED A OF DO NOT MEET CURRENT R..... a s�*UPGRADING A y BY R# # WORKSLIC REQUIRE REPAIRING # A w r AND/OR r A AS PER CITY ENGINEER. VERIFYPRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL AREMAIN SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SUBMITTED w ! ■r r 1 A. ar APPROVAL . 1. DAYS PRIOR r w a PAVING. ANY IN PUBLIC RIGHT—OF—WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS A # PUBLIC WORKS REQUIRE i. i BY REPAIRING UPGRADING erA! x PER CITY ENGINEER. UTILITY i . i •SHOWN ARE APPROXIMATE SHALL CONTRACTOR'S A R# ON DETERMINE EXACT HORIZONTAL AND VERTICAL LOCATIOF ALL EXISTING UNDERGROUND PRIOR CONSTRUCTION. REPRESENTATION R ` s' MADE A ALL EXISTING UTILITIES ARE SHOWN HEREON. O ENGINEER NO RESPONSIBILITY r r UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. SIDEWALKMAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE WHERE MAXIMUM SLOPE SHALL BE # ALTERNATIVELY, .# A ENGINEER d APPROVE . r!r BEHIND SIDEWALKTHE A. OTHER PREVENT SIDEWALK. NQJES 1. ♦.LL STREET i IMPROVEMENTS BE O CITY OF r a ! r !STANDARDS. 2. ASTRIPE OR PAVEMENT A r - INGSHALL BE r r REMOVED w . Ar. . REMOVAL CONTRACTOR METHOD TO BE APPROVED #.RD # r 3. TEMPORARY PAVEMENT DELINEATION TO BE DONE BY THE CONTRACTOR. 4. TEMPORARY PAVEMENT DELINEATION TO R MAINTAINED CONTRACTOR STRIPING 5. STRIPING AND SIGNING TO BE DONE BY THE PER PLANS a d AS DIRECTED ENGINEERCONTRACTOR. • is PERMITTING, r rr DONE NOT R A A. WEEK AFTER STRIPING R - A L. TITO BE SUPPLEMENTED BY THE STATE CALIFORNIA STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006. 8. PROJECT SUBJECT PROVISIONS NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY TERMS GENERAL d r r TO DISCHARGE R# WATER ASSOCIATED CONSTRUCTIONWITH (SW r • ORDER • • BY r # ni R AS AMENDED R ! f i ! !i D !1 A ORDER i i#is Dif MUST BE FILED WITH STATE WATER RESOURCES CONCTROL BOARD IN SACRAMENTO . - AY BEFORE BEGINNING" CONSTRUCTION ... ACTIVITY. COMPLIANCE A GENERAL A # w REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, r! w CARRIED •RD AND ALWAYS AVAILABLE . AA. !• # PUBLIC INSPECTION DURING NORMAL HOURS.CONSTRUCTION 6.1-1703 �'► THESE PLANS A - r CONSTRUCTION d ND ARE TO ■i E CONSIDERED PRELIMINARY UNLESS A STAMP SIGNATURE" • '' BOTH �O THE ENGINEER OF RECORN AND APPROVAL #•r.A STAMP WITH A "WET STAMP A SIGNATURE" LOCAL GOVERNING AGENCY ARE PRESENT. TS OF 3 SHEET ui Lij > 0 ce 0 LL, ujco sJ CL LL 0 cg 0 0 Lo�r ui CIDs THESE PLANS A - r CONSTRUCTION d ND ARE TO ■i E CONSIDERED PRELIMINARY UNLESS A STAMP SIGNATURE" • '' BOTH �O THE ENGINEER OF RECORN AND APPROVAL #•r.A STAMP WITH A "WET STAMP A SIGNATURE" LOCAL GOVERNING AGENCY ARE PRESENT. TS OF 3 SHEET r 35Z ,WIBLE ROAD 0. P. PAIM REMOVE EXISTING A PAVEMENT I 0 -1 0 p EXISTING R.O.W. & CITY/COUNTY LINE R,r. R ig EXISTING CURB, GUTTER AND SIDEWALK 6 ................. -E 7-7--7 '4 ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . 4 . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... ......... ........ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ini wZ ry 8 p 0 ILL 0 CLac awM00 of M (n _j 3: 00 0 c6 D X z "i (n 0 cf) N 0 d D 0� + + + F- pe) 0 pi =) co z (o Lo _N V7 V) -1 0) < _j Z � -j z Lj F- 0 :D 0 F - <<N C) z (J) + IV) d o (f) c) 0V) t4) z2z REMOVE EXIST. PAVEMENT cq 6 o REMOVE EXISTING '5 d 3F 6 xj No -4- it, . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . .. .... .............................................. . . . . . . . . . . . . . . . . . YANOW-7110 n! 3 8 W Z0 w0 c1q F= m U-1 0) 00 00 0 :D co 0 (3 wz cq Do 00 V) z z o• D 0 OIV) 0 3: 3g: W<< + Z- ::�: 0 V) www z9z OL"a < 10, 20' 40' P L -jmmL- .1111111OW10t3mLoEm OrmthOADO POLJAM `WEW SCALE"wa (D ROW (E) E.O.P. z C5 + 0 0 6+00 . ......... .. - tKY F- Affiammok, A F- C) X w (E) E. 0. P. REMOVE EXIST. PAVEMENT cq 6 o REMOVE EXISTING '5 d 3F 6 xj No -4- it, . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . .. .... .............................................. . . . . . . . . . . . . . . . . . YANOW-7110 n! 3 8 W Z0 w0 c1q F= m U-1 0) 00 00 0 :D co 0 (3 wz cq Do 00 V) z z o• D 0 OIV) 0 3: 3g: W<< + Z- ::�: 0 V) www z9z OL"a < 10, 20' 40' P L -jmmL- .1111111OW10t3mLoEm OrmthOADO POLJAM `WEW SCALE"wa RMIL91191i aru,Lw-jwj J -r u l�si �wwj 0 (D z F- 0 z Ld 00 z z 0 29.60' T = 17.88' F- F- C) X w w V) L� Zu- M z Z >•• 0 0 F F- D 0 M Q- w 0 0 (N ri,- m z (-o c) < 0 (f) ()o (.0 LLJ 00 < Q 0 C t4i) im 1* oo m %- rl�, F- (0 t-, F- 1141- 00 w 1'-- -4- w �4 0) 01 C4 C� Cq < 00;9 Ljj .. � 0 ',e C14 00 ui * r- 144- Ld * 0 . x n Lo m cr- I Z) ui 0 w (3) (.0 * 1AJ + cr- Lri (3 0) Lri b 00 L6 000 b -T: 0 .10- D N 't + + + `0 (6 (3 L") (6 C-) w (6 u') 4 (o 4 D m "i + + cd uJ x pel M + (6 + LJ cii po LLJ Po F- I* V) Lj'q- :52 C) (n Lli LO r) a < > ry Z Gi Z >: < LIJ < X F- V) 0 z > 0 LJ >: V) U) < z > > F- ui w Lj z 0 F- 0 > > c/) 0 z < > ui LLJ Ld F- 0 X F- z z a < i x F- > LLJ F- 0 (/) uj EXI"STING M< -1 Owwm C-) (D U) w -1 -1 u- v)w 0 Ow u- v)w 0 -1 -i (f) LJ u- V) w w< ov)w -J %t F! S=0.09%— S=0.26% S-0.17% S=-0.20% S-1.1% EXISTING FLOWLINE EXISTING GROUND PROPOSED FLOWLINE AT FLOWLINE RMIL91191i aru,Lw-jwj J -r u l�si �wwj 0 (D A = 00 z L = 29.60' T = 17.88' cf) w +00 4+00 5+00 6+00 —i Q -Z Gia :4 ki 110.] PROPERTY LINE CENTER LINE — - — - — - SAWCUT LINE EX, EDGE OF PAVEMENT - EX. FLOWLINE------- EXISTING FENCE CITY/COUNTY LINE— NEW CONCRETE NEW PAVEMENT AV% sk a IL I willmofts L;or,d*T %JIM OT=%11%m �-jCONSTR. TYPE "A" CURB & GUTTER PER C.O.B. STD. STD. ST -1 AND SIDEWALK PER ST -8 CONSTR. TYPE "'A" COMMERCIAL DRIVE APPROACH PER C.O.B. STD. STD. ST -3 NEW PEDESTRIAN EASEMENT PER DOC. # 000216035611 0.45' AC OVER 0.90 CLASS 2 A.B. OVER 12" NATURAL COMP. TO 90% 20' MINIMUM RETURN RADIUS CONSTR. NEW ADA RAMP PER CALTRANS STD. A88A CASE C NEW STREET LIGHT AS PER C.O.B. STD. NO. 636M1 NEW ROW DEDICTION PER DOC. # 000216034922 AP%L E m %,,iuRVE DATA Cl: A = 82*1427" R = 2000' L = 28.71' T = 17.46' 352 Oft 0 0 %,iuRVE DATA I RMA C2: cf) A = 83*37'12" z L = 29.60' T = 17.88' 6.1-1703 THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELINIMARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OFRECORD AND A APPROVALSTAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. SHEET RDm2 OF 3 SHEET cf) z cf) w z >•• 0 0 Lu cc 0. 0 U*) CIO Lu THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELINIMARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OFRECORD AND A APPROVALSTAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. SHEET RDm2 OF 3 SHEET ROW o s • o 0 0 o a o o 3: 7j � EDGE OF EXISTING PAVEMENT ev I 1 WIBLE ROAD oil • I of EDGE OF PAVEMENT Ilk4 ow LEGEND PROPERTY rir s EXISTING CONCRETE d NEW CONCRETE :. CAL --TRANS DARKER OR STRIPPING DETAIL CONSTRUCTION NOTE 1 EXISTING STRIPING r REMAIN EXISTING CURB, I► illi GUTTER AND A. r 3 TYPE OM -2V OBJECT MARKERS WITH M i MARKER 1. ALL STREET = w . OVEMENTS NEED TO BE TO CITY OF BAKERSFIELD STANDARDS. 2. ANY CONFLICTING STRIPE OR PAVEMENT MARKING SHALL REMOVED CONTRACTOR (STRIPING REMOVAL BE APPROVED BY ENGINEER). 3. TEMPORARY PAVEMENT DELINEATION DONE BY THE CONTRACTOR. At• A TEMPORARY 'rAw PAVEMENT DELINEATION MAINTAINED BY CONTRACTOR w y• STRIPING Ilr COMPLETE. 5. STRIPING AND BE CONTRACTOR eis r PLANS AND . DIRECTED BY THE ENGINEER. 6. WEATHER PERMITTING, STRIPING DONE NOTMORE THAN A AFTER STRIPING r REMOVAL. BE SUPPLEMENTED r STANDARD . rr STATE *.. DATED CALIFORNIA .. '� 1. N ♦ PLANS A ♦. SPECIFICATIONS a S A A• 8. ALL EXISTING STRIPING REMOVED CONTRACTOR 6.1-1703 THESE PLANS A M FOR CONSTRUCTION O ,A. D ARE , BE CONSIDERED PRELIMINARY STAMP w SIGNATURE" FROM , tri THE ENGINEER • RECORD AND a APPROVAL ♦ r WITH A STAMP r ' w SIGNATURE" FROM THE LOCAL AGENCY ARE PRESENT. R/W RAW RAW R/W � � 30' 60' 13� � 30' VARIES 13' 0+00 TO 3+90 12 54' 19' 50'-2"FL . U. FL ' � SAWCUT CL OF ROAD I I I i NEW C&G PER I• Typ. C.O.B. STD. ST -1 i I � 1.4% i I I EXISTING � �,51% i 2% EXISTING GROUND LANDSCAPING GROUND 1 2% • LANDSCAPING El UI�,rLII—I � I—) I I—I � I—III—III—) I I=� I I=I � I=III=III—III—I I —I I �_� I I=III=� � I=� I I I � I I I I I � I I I I I I I I I I � I � � i-��_��-��-��-��-��_��-��-��-��_��_��-� — — —It — — —_� — — � � 0.45' HMA PAVING 0.45' HMA PAVING NEW SIDEWALK PER 0.60 CLASS II AGG. BASE 0.60' CLASS II AG6. BASE C.O.B. STD. ST -3 STA. 3+29.16 TO 4+25.00 TI=8.5 1.50 95% COMPACTED O.G. STA. 4+25.00 TO 5+43.82 T1=8.5 R=36 1.50' !35% COMPACTED O.G. 3+29.16 — 3+45.90 = 60' R_45 3+45.90 — 4+25.00 =VARIES 5' 10' 20' 5' 10' 20' ROAD CROSS-SECTION "A" ROAD CROSS-SECTION "B° SCALE: 1 " - 10' SCALE: V - 10' 6.1-1703 THESE PLANS A M FOR CONSTRUCTION O ,A. D ARE , BE CONSIDERED PRELIMINARY STAMP w SIGNATURE" FROM , tri THE ENGINEER • RECORD AND a APPROVAL ♦ r WITH A STAMP r ' w SIGNATURE" FROM THE LOCAL AGENCY ARE PRESENT.