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HomeMy WebLinkAbout6.1-1833 Revision 2KERN HIGH SCHOOL DISTRICT n PANAMA LANE CTERTC BUILDING &LOGISTICS I i '"REET IMPROVEMENT PLANS I LIST OF MATERIALS 577M47ET OYAN7177ES NOT TO BE USED FOR BIDDING PURPOSES OLD RIVER ROAD DFM VIANIIIY LENGTH OF ARTERIAL STREET 838 LF AG PAVEMENT (0.45) 1,410 TONS CLASS LI AGGREG97F ENSf 1.55 1,435 CY URB AND CUTTER 92 LI MEDLAN CO'_RR 1,680 IF SIDEWALK J260 OF CROSS -GUTTERS AT DRINWAYS 1,665 SF BOMANITE STAMPED CONCRETE MEDIAN SURFACE 3600 SF 57RIPING GRADE EZEVA77ONS FOR THIS PROJECT THE ADJUSTMENT FACTOR HAS BEEN UNF LINES C4LIRANS DETAIL 9 3,660 LF LEFT TURN LANE UNE ICALTRANS DETAIL 38 715 IF RIGHT 76'RN UNE LINE CALTRANS DETAIL 38 210 IF GORE STRIPING CAIRTINS DETAIL 38A 1.200 IF BICYCLE LANE LINE PER CALTRANS DETAIL 39 1 125 IF HIKE III SM801 WITH PERSON J Dt BIKE LANE ARROW 3 U LEFT TURN ARROW C41DANS TYPE IV L ARROW 16 U RIGHT CAL]AANS TYTURN ARROW PE IVR ARROW 1 EA C4 4V57FF N ARROW 1 FA CROSSWALK STRIPING 480 LF DONS 15 CAC7RANS TYPE H5 -P 2 U CAL HANS TYPE 6 -IR 1 0 CACTRANS TYPE R9 -J 2 EA 04LTRMrS TME R16CA CIA CAL TRANS TYPE >24-2(OA) 4 EA CAL TRANS WE SW24-30) 4 -TT - UCALAANS CAL AAMS TME SR4-T CA 4 EA CAL TRANS TYPE 54-2 1 EA C41 TRANS TYPE 55-J J U CAL TRANS TME W9-1 1 U CAURWS TYPE W4-2 1 U STREET NAME SIGNS 2 U T N 0 R RA. PS .44743E WCU C.D.B. TYPE A' 35' OPENING DITCH 849N 2 FA STREET UGH7S 1 FA TRAFFIC SIGNAL lPI7ERCONNECT 800 LF Ell REGIONAL TRANSPORTATION IMPACT FEE (RTIF) BOUNDARY FOR 17347 L.F. FOR ONE ADDITIONAL I I NORTHBOUND TRAFFIC LANE TO J - PANAMA LANE (PES. sFPARATE ,N) J a f SEE $MEET ST02 SERKSHRE ROAD' BENCHMARK PAN2 ':a �� Il 13 _ 4 BEMa1 i THE NORTH BOLJA04RY OF TRACT MAP NO. 6359, PN45f-1. DJECT ITE - ��_ cos RD�,� 19 0 20 21 22 i O LENGTH OF MLE070R STREET 1,,348345 LANE 29 AMICUj � F3e - �� CONC All TRACT 6825 STREET LMRROVMEYT PUN EZEYA770NS -0.13 TO MATCH i 25 GRADE EZEVA77ONS FOR THIS PROJECT THE ADJUSTMENT FACTOR HAS BEEN A.C. PAVEMENT O.3C 1,095 TONS EP EDGE OF PAVEMENT ! o ti 0 D RIS R 1119 rICE p a l- h Y9 > CUSS lI AGGREGATE WL 1.00 1,835 CY 7 a ELI' - L ( RXISIHED PAD m o �r ' CURB ANO UJTTER -1-095 LF [-13 13 18 9DEIIALK 5,995 SF 15 'J Y .. CROSS -GUTTERS AT ORNEWAYS 1,950 SF T { SIPPING, - LANE 1WE5CAL]RAATS DETAIL 9 2600 (f r LEFT TER [ANE L/NE CALTRANS DETAIL JSLL 815 LF RIGHT RJRN LANE LINE LIXPIANS DETAIL J8 455 IF CEN7fR DMO/NG LINE CACIRMCS DETAIL 22 200 U TWO-WAY MEDWN UNfS L'4LTRANS DEfA7C 71 1,955 LF - ]URN A ROW _ C4L7RAN5 TYFE N L ARROW 6 CA C4C7RAN5 TYPE IVR ARROW 4 EA{ - f CROSSWILX STRIPING 985 LF ' SIGNS 10 FA � CAURN✓S TYPE RZ6 CA A TANS PfW9-1 fA�� V �� ��,N CAL7RANS TYPE W4-2 1 fA H TRUNCATED DOMES 50 OF ; RN4 RAM 350 CF - � , S4WCl/T CO.B. TME A 35 OPENING CATCH HASIN 57REE7 LIGHTS 3 FA I mAl srGNAt INIthLONNEcr .365 F ,' i I I 11 L1 i n SITE PLAN SCALE- I- = 250' PR( moi-/�"✓`a APPROVED BY ROBERT T. SWANSON DATE R.C.E.NO 43032 APPROVED BY. JIM M. SCHROETER DATE R.C.E. NO. 4fi185 ENGINEERS 5TATEMENP THESE PLANS AND SP£CIFICARONS WERE PREPARED BY ME OR UNDER MY DEFECTION, AND, TO THE BEST OF MY KNOWIFDC£ AND BELIEF, COMPLY WITH CITY OF BAKERSRIELD aROINANCfS STANDARDS AND DESIGN CRITERIA' AND THEY INCLUDE ALL IMPROIEMENT REOUIREMSIRS OF M£ ADVISORY AGENCY OR OTHER RENEW BOARD. ANY ERRORS 0031OJS OR kl77ONS a' THOSE ORDINANCES STANDARDS OR DESIGN CR17ERIA ENCOUNTERED DURING CWSIRUC17ON SHALL BE CMY07EO AND SUCH CORRECDOVS RERLECTED ON CORRECTED PLANS SUBMITTED 70 THE CITY ENGVEZR XL 2- Ill APPROVED BY.- ROBERT T. SWANSON DATE R.C.E. 43032 (EXP. 03/31/20) i APPROVED BY.' PUBLIC WORKS DIRECTOR NICOLAS FIDLER R.C.E. 61069 (EXP. 12/31/18) 0 DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE STUART U. PA TTESON R.C.E. 44898 (EXP. 03/31/20) REVIEWED BY.* TTRAFFIC ENGINEER RYAN STARBUCK SHEET INDEX rca/a-jt� DATE THE "W9 OF N00330 7 BEING THE EAST LVE OF THE SE 1/4 OF SEC77ON 35 T.30S., R.27E., MOM ALSO BEING THE CENT MNE OF OLD RIVER RO40 WAS TAKEN AS THE NX OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION BEING A PORTION OF THE HE 0 OF 7H£ SE 0 OF SECTION 30, T.30S, R.17E. MOM APN 541-010-10 UTILITY NOTE NOT ALL 07TNTES WERE LOCATED BY THIS SURVEY AND SWANSON £NG/NEERING, WC. ASSUMES NO RESPONSIBIUT/ FOR UNDERGROUND UTILIZES OR FACILITES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSHDE SOURCES N gpP4tvvgD BY, R�%BEkT T.-`4✓AMsc:V DnTE A-c.E- N0, 43O3Z. 1All Ax'tl'Y` 71M M. SLHRCE-L'CP - DATF R.6.E, TIC.IfG(S5 1 1 f 4 13 BENCHMARK PAN2 ':a �� Il 13 F0. TOP OF CONCRETE MONUMENT AT THE INTERSEC770N OF PIN£ RUT DRIVE AND i THE NORTH BOLJA04RY OF TRACT MAP NO. 6359, PN45f-1. DJECT ITE - ��_ cos RD�,� 19 0 20 21 22 i O EZEVA90M = 344.54 (U.SGS DATUM PER TR -6359-2 IMPROVEMENT PUNS) ANAMA LANE 29 AMICUj � F3e - �� CONC All TRACT 6825 STREET LMRROVMEYT PUN EZEYA770NS -0.13 TO MATCH i 25 GRADE EZEVA77ONS FOR THIS PROJECT THE ADJUSTMENT FACTOR HAS BEEN V, CONSIDERED HN THE DESIGN OF THESE PUNS. THE "W9 OF N00330 7 BEING THE EAST LVE OF THE SE 1/4 OF SEC77ON 35 T.30S., R.27E., MOM ALSO BEING THE CENT MNE OF OLD RIVER RO40 WAS TAKEN AS THE NX OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION BEING A PORTION OF THE HE 0 OF 7H£ SE 0 OF SECTION 30, T.30S, R.17E. MOM APN 541-010-10 UTILITY NOTE NOT ALL 07TNTES WERE LOCATED BY THIS SURVEY AND SWANSON £NG/NEERING, WC. ASSUMES NO RESPONSIBIUT/ FOR UNDERGROUND UTILIZES OR FACILITES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSHDE SOURCES N gpP4tvvgD BY, R�%BEkT T.-`4✓AMsc:V DnTE A-c.E- N0, 43O3Z. 1All Ax'tl'Y` 71M M. SLHRCE-L'CP - DATF R.6.E, TIC.IfG(S5 1 1 f 4 13 "NIC 1' 18 � 17 J 6 PAN2 ':a �� Il 13 F0. FOUND BK 1 PA DJECT ITE - ��_ cos RD�,� 19 0 20 21 22 COX FA ANAMA LANE 29 AMICUj � F3e - �� CONC CONCRETE i 25 ASPHALT PAVEMENT TAFT HY r NAMAA EP EDGE OF PAVEMENT ! o ti 0 D RIS R 1119 rICE p a l- h Y9 a ;E& 7A _JI. s 12 `a 7 a ELI' - L L. A12 RXISIHED PAD m o �r r_ CB r [-13 13 18 15 'J A65BEN (£) IM, EVSDNG TYR TYPICAL F0. FOUND BK BOLI( PG. PAGE COX COUNTY OF KERN C.O.B. CITY OF BAKERSFIELD CONC CONCRETE A.C. ASPHALT PAVEMENT FG R7NISH GRADE EP EDGE OF PAVEMENT TO TOP OF CURB F. FLOWANE RF R7NISHED FLOOR FP RXISIHED PAD 7P 70P OF PA "ENT CB GRADE BREAK VICINITY MAP N.T.S LEGEND: p EXISRNG FIRE HYDRANT ., EXISTING POWER POLE o y*� �}, 6 PROPOSED FIRE HYDRANT T PROPOSED 7RAFFAC SIGN 075TNG STREET LIGHT AND NUMBER �Xe3°o3 PROPOSED STREET LIUHT AND NUMBER CURVE NUMBER O TAPER NUMBER Q CON57RUC770AI NOTE -- .. -- -- EXIS77NG STORM DRAIN UNE - - - -_--_. EXT57WG FlBER OpTC LINE EXIS7WG WATER UNE EXISTING SEINER LINE ----- r ----- DIETING GAS LINE --..-. * ...---_---- EXISTING FENOZONE - EXISTING ELECTRIC CINE ------ ----- EXISTING OVERHEAD ELECTRIC UNE - - - - - - EXISTING PROPERTY LINE -- EXISTNG RIGHT-OF-WAY --- EXISTING CURB & GUTTER EXISTING GRAPEVINES --- SU PROPOSED STORM DRAIN LINE 4Qp, PROPOSED DESIGN R"A BUT CAL TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE CAL TRANS TYPE NI ARROW LEFT CAL ]FANS TYPE N ARROW LEFT T NEW TRAFFIC SIGNS R RI I' - STOP R3 7' - RIGHT LANE MUST TURN RIGHT R5 -I' - 00 NOT ENTER R6 -1R' - ONE WAY, RIOT A9-3° - NO PEDESTRIAN OOSS/NG SYMBOL RIII(CA)' - BIKE LANE R81B(CA)' - END k26(CA)' NO PARKING ANY TME SW24-1(CAJ' ASSEMBLY A - SCHOOL ZONE 'SW24-2(CAJ' ASSEMBL r B - SCHOOL zaNE SW24-3(CA)-SCHOOL CROSSING AHEAD SR4-I(CA)' ASSEMBLY C - SCHOOL SPEED LIMIT SIGN '55-3' - END SCHOOL SPEED LIMIT 'Al - STOP AHEAD 'W4-2' - LANE ENDS MERGE LEFT 'Al - RICHT LANE ENDS 'Al - THRU TRARTC MERGE LEFT NEW STRIPING- SEE PUN FOR ------- CAC TRAINS DETAIL SAll ' BOMANITE STAMPED CONCRETE BERKSHIRE25'NA74 ROAD A 0. D AC/ 1.90' CC U ACC BASE/ E75' NA 7427 COMPACTED 70 958 OLD RIVER ROAD - 0.45" AC/ 1.55' OL Il AGO BASE/ 0.60' NA UAT COMPACTED 70 95X EXISTING SWEET LIGHT 0) FOUND MONUMENT -"-- EXISTING TRAFFIC SIGN 6 PROPOSED FIRE HYDRANT T PROPOSED 7RAFFAC SIGN 075TNG STREET LIGHT AND NUMBER �Xe3°o3 PROPOSED STREET LIUHT AND NUMBER CURVE NUMBER O TAPER NUMBER Q CON57RUC770AI NOTE -- .. -- -- EXIS77NG STORM DRAIN UNE - - - -_--_. EXT57WG FlBER OpTC LINE EXIS7WG WATER UNE EXISTING SEINER LINE ----- r ----- DIETING GAS LINE --..-. * ...---_---- EXISTING FENOZONE - EXISTING ELECTRIC CINE ------ ----- EXISTING OVERHEAD ELECTRIC UNE - - - - - - EXISTING PROPERTY LINE -- EXISTNG RIGHT-OF-WAY --- EXISTING CURB & GUTTER EXISTING GRAPEVINES --- SU PROPOSED STORM DRAIN LINE 4Qp, PROPOSED DESIGN R"A BUT CAL TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE CAL TRANS TYPE NI ARROW LEFT CAL ]FANS TYPE N ARROW LEFT T NEW TRAFFIC SIGNS R RI I' - STOP R3 7' - RIGHT LANE MUST TURN RIGHT R5 -I' - 00 NOT ENTER R6 -1R' - ONE WAY, RIOT A9-3° - NO PEDESTRIAN OOSS/NG SYMBOL RIII(CA)' - BIKE LANE R81B(CA)' - END k26(CA)' NO PARKING ANY TME SW24-1(CAJ' ASSEMBLY A - SCHOOL ZONE 'SW24-2(CAJ' ASSEMBL r B - SCHOOL zaNE SW24-3(CA)-SCHOOL CROSSING AHEAD SR4-I(CA)' ASSEMBLY C - SCHOOL SPEED LIMIT SIGN '55-3' - END SCHOOL SPEED LIMIT 'Al - STOP AHEAD 'W4-2' - LANE ENDS MERGE LEFT 'Al - RICHT LANE ENDS 'Al - THRU TRARTC MERGE LEFT NEW STRIPING- SEE PUN FOR ------- CAC TRAINS DETAIL SAll ' BOMANITE STAMPED CONCRETE BERKSHIRE25'NA74 ROAD A 0. D AC/ 1.90' CC U ACC BASE/ E75' NA 7427 COMPACTED 70 958 OLD RIVER ROAD - 0.45" AC/ 1.55' OL Il AGO BASE/ 0.60' NA UAT COMPACTED 70 95X 1{, Uj ~ 2 W ry� S N LU 4.• ccf) V J ga+� ® �u 4 mH�n 4h� Z j O �U TRACT 6916 -- (EJ CURB, GUTTER, SIDEWALK AND HALF STREET PER TRACT 6916 19+00 SANCUT AND MATCH ---- -- (EJ A. PAVEMENT -- - ,1 ------_ - - FOUND 2' 8C 7.483 ELEI 3455J - � L. PROPERTY LINE, II 11 II II II I, I, II I, II II p O � I, I, � II II II II II P, A, A, A,e U IUp U�w tir UV ciV tV�V CiV CiV ryUq��i L�1pC�iV cps �i Cmf� � ctV 2CSV d'm UV tiV ycy��i ,i� rV� �y c�ooi p4p�� ti��i' WOp wOwwj nn�Ob NN N� No^]i �� N� 6n 200 �S0 pN ��� N42m0 q4N T� �0^6�Q O C`S O�fi qn WO¢ZpNti�nNtiNip�$�tiyiffhR COQQi �tim��in 21xtW@^i tiNti<n w22ti,ntihm�ZWtiNwtiN p�KtiHti,n NNp�NNwNU•- ,Nti,aNnl"NtN� cK2lU'NeNi �NN 22A}NNNN 5; t'; cxU��'ntlaNti,n-noNtihe-f Z�pE`v —ntisNmtiiN-n _ N"ytiahU�ff.F —Q�2�i�NtiNn�•NtiNonoF¢: hU eNNtiynII l�Nff"nII ; 2�I nN'Ntiy7i wnn�NNn ,Il o TRACT -6 5 ��"I. NmnhtiylI LM )89M07 13 23+00 71+00 T4+0 15+ 26 n�effy"'i - R/UV PER DOCf218085196 J X J52 ¢ 11 � II BERKSHIRE ROAD - PROFILE Dena Tangent SCALE.' 1' = 50' HORIZONTAL a �g II jj �e 5 N b 350 J J CiV �U� WJ42J" 840' g� 3011' J48 ao a,ne U N N N 345 - 1 _ -� _ 0.25% NO PARKIM �y$8 a -s 11 O6 344 ---- -- li - - 09000100" --. ----- 342 44.43' 1500.00' 001'41'50' 340. 08 46.14' 30.00' 338 . L..__ ; .L 19+00 .. 20+00 ----. ----. 21+00 STTE 12+00 V'5; 8'o� m DETAIL A DRIVE APPROACH SLOPE DETAIL SCALE' 1 " = 30' M' PER OOC RP6(CA)jc2/ 11:> FLOWAGE AND OWNAGf PER DOC1218086195 ,I a�L ¢ 11 � II BERKSHIRE ROAD - PROFILE Dena Tangent SCALE.' 1' = 50' HORIZONTAL a �g II jj �e 5 N b II 1 J J CiV �U� WJ42J" 840' g� 3011' 100.00' ao a,ne U N N N V'5; 8'o� m DETAIL A DRIVE APPROACH SLOPE DETAIL SCALE' 1 " = 30' M' PER OOC RP6(CA)jc2/ 11:> FLOWAGE AND OWNAGf PER DOC1218086195 ,I a�L J PRO005ED 57REET UGIT PER APPROVED STREET IMPROVENd✓7 PLANS FOR TRACT 6825 TRACT 6825 x � � BERKSHIRE ROAD - PROFILE Dena Tangent SCALE.' 1' = 50' HORIZONTAL 11 II jj �e 5 II 11 II 1 10.00' WJ42J" 840' CJ 3011' 100.00' 01775'Or 15.17' U U ti�5 xe�� �$ J W o 01775107' -� 0.31% -ti$ NO PARKIM �y$8 1y2 11 O6 47.11' JO. 00' 09000100" J000' 07 44.43' 1500.00' 001'41'50' 12.21' 08 46.14' 30.00' 0887870" 29.12' ER TCR PU M S 30.00 oO Ven �"ob2� h� �h uV 0m0 'p tyn m0a� 14 Ci na va Cil 56.37' �� 0894157" J862' lF L A ��(P, b � FLOWAGE ANPORMN4GE-FASEME'NT o E� PER LbCi1F648F193 C ti W ti ti F � O ti ff U ti¢ G41 ¢¢ ¢ ti J PRO005ED 57REET UGIT PER APPROVED STREET IMPROVENd✓7 PLANS FOR TRACT 6825 TRACT 6825 24;00 x 25+00 BERKSHIRE ROAD - PROFILE Dena Tangent SCALE.' 1' = 50' HORIZONTAL ' J jj �e 5 840' ` 1591' 10.00' WJ42J" 840' CJ 3011' 100.00' 01775'Or 15.17' U U ti�5 xe�� �$ J W o 01775107' -� 0.31% -ti$ NO PARKIM �y$8 1y2 11 O6 47.11' JO. 00' 09000100" J000' 07 44.43' 1500.00' 001'41'50' 12.21' 08 46.14' 30.00' 0887870" 29.12' ER TCR PU M S 30.00 091'41$0" Ill CID 44.4J 1500.00" 001'4150' I� Cil 56.37' �� 0894157" J862' lF L A ��(P, b � FLOWAGE ANPORMN4GE-FASEME'NT o PER LbCi1F648F193 2 Z K W 3 Z O 4 W N R a pN P o J J UV ¢ J J CSW W x N M N� ryS ¢ h0 hC r U w BERKSHIRE ROAD — STREET CONSTRUCTION PLAN a. �I� ¢ R v,Ui VIII 2 x u, zl y y h h 0 2 SCALE' 1' = 50' HORIZONTAL a m i �lI p o 1' = 5' VERTICAL ',S4 CSS UV T.I. = 6.0 R= 7'1 VN not Wok, 0 VN HN K'iN w 0/� V FSH S r� H Ste. aU ti� nh W Nin ,nh 24;00 x 25+00 BERKSHIRE ROAD - PROFILE Dena Tangent SCALE.' 1' = 50' HORIZONTAL ' J 1" = 5' VER77CAL TL = 60 R = 11 840' ` 1591' 10.00' WJ42J" 840' CJ 3011' 100.00' 01775'Or 15.17' NOTE' 95x COMPAC770N FOR RILL PAVEMEVT SEC77ON 70 AT LEAST 1.0 FT UNDER AND EACH SIDE OF CROSS -CURERS AND DFM' APPR04CNES. I`APPROXlM4 N I 7E (EJ CROW AT CENTERLINE_ ` -A� ass a Y� d2 PROPOSED WEST RDWLINE II I DETAIL B DRIVE APPROACH SLOPE DETAIL SCALE- 1' = JO' NEW RWSF! G AT CFNIERUNE 29+00 1 11 APPROVED 57REETMIPROVEMENTRL0S FOR 7RACT 6825 _ Curve Table x Length BERKSHIRE ROAD - PROFILE Dena Tangent SCALE.' 1' = 50' HORIZONTAL ' J 1" = 5' VER77CAL TL = 60 R = 11 840' ` 1591' 10.00' WJ42J" 840' CJ 3011' 100.00' 01775'Or 15.17' U U ti�5 xe�� �$ J W o 01775107' 2 0.31% -ti$ 47.12' �y$8 1y2 DETAIL B DRIVE APPROACH SLOPE DETAIL SCALE- 1' = JO' NEW RWSF! G AT CFNIERUNE 29+00 1 11 APPROVED 57REETMIPROVEMENTRL0S FOR 7RACT 6825 _ Curve Table Curve / Length Radius Dena Tangent C1 1591' 20.00' 0453473' 840' 02 1591' 10.00' WJ42J" 840' CJ 3011' 100.00' 01775'Or 15.17' C4 3011' 100.00' 01775107' 151' 05 47.12' J0.00' 090'0000' J0.00' O6 47.11' JO. 00' 09000100" J000' 07 44.43' 1500.00' 001'41'50' 12.21' 08 46.14' 30.00' 0887870" 29.12' C9 4801' 30.00 091'41$0" JO90' CID 44.4J 1500.00" 001'4150' 7272' Cil 56.37' 36.00' 0894157" J862' I W P -.._ 4. v... _ � T w 1 0 9 XCS M'D T J ✓ I✓ _. F,/P�OLF Pcn M! 7'0. F 4 7Af7Ji - s�liA/S, K P NTY / 34+00 SA CUT AND MATCH (E) A. C. PAOWENT 7670V4 it 0'I , N57ALZE0 C 1 1 � '4215086196 4s= PROPOSED R/W PERJQ i OOc I cc � r 1 p 1 F � f I ' I SEE SHEET ST03 - OLD RIVER ROAD ----. J1+00 -.-. ----. J2+00 ----. CONS7800ON NDTES' O7 CORNER RAMP PER CITY OF BAKERSR£LD PROPOSEO STANDARD DETAL ST -10 WE A" (GLTRANS S)AIOARD RSP A684J. O ORIYE APPROACH PER CITY OF 34KERSFIEZO PROPOSED STANDARD OETAL ST -J. TYPE A' GTCH B45IN PER CITY OF WDISRELD PROPOSED STANDARD DETAIL D-14. ® STREET UCHT PER CITY OF 84KERSPIELD PROPOSED STANDARD DETAILS ST -73, ST -24, AND ST -25. 0 TR4MC SIGNAL INTERCONNECT & PULL BOXES PER CITY OF PAKERSPIELO PROPOSED SFANGRD DETAILS T -J4. © TYPE B' CURB AND CURER PER COY OF PAKERSFI£LD PROPOSED STANDARD ST -I Q7 55' WIOE COMBIMA91V SIDEWALK PER CITY OF BAKEREREED STANDARD 5 J ® TYPE AI' NFOAN CURB PER CITY OF B4K£RSF7£TD PROPOSED STAKARO ST -2 Q9 STAMPED CONCRETE IN MEOGW PER CITY OF 54KERSFW PROPOSED SIAiKARD L-12 Z lc-rrl ?-16 -/ 9 APPROVED BY: ROBERT T. SWANSON DATE R.C.E. NO. 43032 ;-,k" 9/a/(a PROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 v SCALE: I"= 50' 50 25 0 50 100 CITY RECORDS NO. v Z 350 --. -- ---. -.. 348 Clj W m e W 0 0DaX 346 p IIJ44 a� M 1 n 0 342 0 J40 ; !Jim - lF L A - - b � J4+00 Z lc-rrl ?-16 -/ 9 APPROVED BY: ROBERT T. SWANSON DATE R.C.E. NO. 43032 ;-,k" 9/a/(a PROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 v SCALE: I"= 50' 50 25 0 50 100 CITY RECORDS NO. v Z a Clj W m e W 0 Q a� W 'I 0 0 ; lF L A b � o 2 Z K W 3 Z O 4 W a I o ¢ W x N M y � W lh U w a. �I� ¢ R v,Ui VIII 2 I u, zl 0 2 a m i �lI p o 0 W U o O w 0/� V FSH S z H aU �� Uocc gyo O � Q W o Z Q J � N m o U �v w q 1= 0 O r co JJ JJ J'J JJC JJ JJ JJ Pon JJ J Jg 'J J jJ _iJ JJ Cb JJ JJ bn JJ �1J JJ J csv csW �� csW csW cs `i csW csv nw $csW� �, bti £+I: de uv�y u� cs 4: csW csv �� uW uw nb ci li �csW� SF&�i iOLR F01e NE csW cs NN b hn `�� R'8m �N +�nbN N y{ n b + bs be V uN b w6 W `mm 8n n `ox., ^^ JJ$ g`�i v�2� min\, sN a��� �.� m ti ebJJ �1AlLaES A1�SWPFS. iw.h n:n `S`8 ANQ'L4wsi : .6b y° ma ``� 8tj M 2 �3 �nN-FnnnW bb a ++ ++W ++ ++ ++¢ n ++ � NN hN2 NN Ni NN wN .�T.�T,, ��qq�iiyy{{ ttoo bio c�oo ��pp nn nn nn tu o,a �'q ¢ qa A�' O N��� y_i N'RI NN ryry ryry NN ANN NN C5 NN NN J •VN NN : tg RLL OCA GRJTO h Hti tiff V�� Wtiti wti�titi tiff N� H `X4W�l �ti tiff wH otiti �wlq.. ill �tiw ¢ til til c y� cltiti �titi ����YYYY QQ NAMEg6N�'' 'n In o b y y <n a i' C W c•, In In b � � � N BLNINDSIES WW Clny wv,ln�o'1„yW"m,nWyy Gln cti WW o Eby yti �yy I.,y�'I.,�.,c'mb �' n IAI!'�GGCAII'1CAIr�C ui/vI I nil l�iit 'Fi�A�i ani ��vPROPERTYRNf- �., ; 'I ! - �!,_ i�l 1° a.%/ `''RTIi LrQMPUVc SAWCUT AND MATZO (E) AC. PAVEMENT ti ti4I X4�y %,Q,''ya' 4 1n 4 NG7 �l bbl V a1 W N 3 MEaw la PLAN --- -- - - 1 B ' 8 _ LD R ER R°AD ` �� AM1O MAS SAWCl/T AND MATCH NEW MEGAN. SEE "54WCUT AND MATCH (E) AC PAYMENT (f) A6 PA4£MEM MEaAN DETAIL PLV. (E) A.C. PAYEMENI TRACT 6359 ZA T 7 43 `� 3 o� �� R�w�, .,L _1,, z W a 11, ELIz z g g « 2 ��' cc e7 Z�W R Wry lue /` �WiR W N W�jb W_ W 4 W U CS4 (i4 U i U UW 1 Ci 1 U V4 V (� W cc co OLD RIVER ROAD - STREET CONSTRUCTION PLAN SCALE 1 ° = 50' HORIZONTAL APPROVED BY: RO ER WANSON 1" 5'VER04L n m 2 �� I 11 RAE NO. 43032 DATE T.I. = 9.0 R = 74 S/��� V NOTE: AND COMPACTION FOR FULL PAVEMENT SECTION A R LUST 1.0 FT UNDER ttt / S -z / �Aq (�� APPROVED BY: ROBERT T. SWANSON DATE it � � `,yLln� AND EACH SIDE OF CROSS-CUTRFS AND ORIlE APPROACHES. R C.E. NO. 43032 zi i W y) P Q- � 41 APPROVED BY: JIM M. SCHROETER DATE J F J � /�W�/�" S- 'L3 SEE srovit FOR IVEW 2 R.C.E. NO. 46185 J J J W J J }gYs'e^i "1 / IJ `� q z i �oC APPROVED BY: JIM M. SCHROETER C7RAD85 110 S6S. q:, o W DATE �b T � R.C.E. N0. 46185 � N^I 2N N N N N N N N N N N N N N N N N "1 ^' W�ti ti ti4W'12� U��??Wy w�??�yy l>ry ti?y ti�?y ��?y ti '$ d ti�?y w�>y Utiy? ti v oln� C,nV �N�l�ln W' �i <n� �<nV �InW �W NW �.n� �InW �NW �InV �InW W,nV In� `n� � at 152 ----. ----. ----. I -TV_._ .--- I---_. _..-.... _.......-.... - •---__-- _____ -_.__ 1 . r-.--. 351. 750 ----. -- _- 'I -__ -. 1 ----. • --. --i _--__. T ---. .1 __ `__- '- __----I�� ;_-- ----.1 ----. i _. --. J50 A4ROX/M47E E TOP Of II; NEW CAADE AT N . ----. .____ --- _'• --_. .--_. .----. ---- ---- --__ __-_. _--_.. 1 --- FSI CENTERI/ryE - ',. M 748 ---__ --__-_i. -___ - _ __- PA4fMfNr AT CE)WEMA4f ----. ---- ----I� -_-__ _ _ _-_ _ . � a :1, m 146 _._.---- ..-._ .. ---. ---. _.___ - --_ r ____ 1 J46 I r I I I au I � � I _ '' 344 -. -- ---. - _.. - _. - -- �I�- u� w ----. - _. --_- - w h __.'144 WEST ROWONE -_ PROPOSED 341 142 340 1407+0\ 30+00 32+010+00 21+00 22+00 23+00 14+00 25+00 2800 79+00 T700 J3+00 34+00 16+00 CATCH 845/N N0. 4 0 TAPER DATA N0. O TAPER DATA N0, O TAPER DATA N0. OUTCH 8A5/N N0. 3 OLD RIVER ROAD -PROFILE STA. 29+76.42 EL. STA 26+J851 F.L.NORMAL F.L. ELPY 34522 EL OEPRESSEO F.L. REV J4505 R m O STATION Curve Table ELEVA770N 24+0843 Curve Table 345J6 EP Cxw j Length R,&, Delta Tangent Ceoe j Length Radius Delta Tengot C71 46.98' 30.00' 0894257' 19.85' C21 1.X2 2D0' 037505' 0.69' 012 45.98' J000' 081 19.85' C22 1.44' 200' 04108'1 " 075' C1J 47.27 J000' 090770X' JR 15' C0 4127' 60.00' 0397418' 21.49' C14 17.27' 1500.00' OO1 D7'30' 1164' C24 J 14' 1.00' 1800000' MIRNITY C15 3095 10.00' 08840'7Y 19.54' C25 6.08' 2.00' 1747726' 4011' C16 J1.88 ! 1000 0917977' 1047 026 6.28' 200' 180U0'00' INRNITY' 017 2Y 150D 00' OO102J0° 7364' C18 4 1.00' 1BOO10'00" INRNITK C19 i4 ]40,82"' L00' 180'OODO' INRUTK CZO 60.00' 01858'45' 11.23' SAWCUT AND MATZO (E) AC. PAVEMENT ti ti4I X4�y %,Q,''ya' 4 1n 4 NG7 �l bbl V a1 W N 3 MEaw la PLAN --- -- - - 1 B ' 8 _ LD R ER R°AD ` �� AM1O MAS SAWCl/T AND MATCH NEW MEGAN. SEE "54WCUT AND MATCH (E) AC PAYMENT (f) A6 PA4£MEM MEaAN DETAIL PLV. (E) A.C. PAYEMENI TRACT 6359 ZA T 7 43 `� 3 o� �� R�w�, .,L _1,, z W a 11, ELIz z g g « 2 ��' cc e7 Z�W R Wry lue /` �WiR W N W�jb W_ W 4 W U CS4 (i4 U i U UW 1 Ci 1 U V4 V (� W cc co OLD RIVER ROAD - STREET CONSTRUCTION PLAN SCALE 1 ° = 50' HORIZONTAL APPROVED BY: RO ER WANSON 1" 5'VER04L n m 2 �� I 11 RAE NO. 43032 DATE T.I. = 9.0 R = 74 S/��� V NOTE: AND COMPACTION FOR FULL PAVEMENT SECTION A R LUST 1.0 FT UNDER ttt / S -z / �Aq (�� APPROVED BY: ROBERT T. SWANSON DATE it � � `,yLln� AND EACH SIDE OF CROSS-CUTRFS AND ORIlE APPROACHES. R C.E. NO. 43032 zi i W y) P Q- � 41 APPROVED BY: JIM M. SCHROETER DATE J F J � /�W�/�" S- 'L3 SEE srovit FOR IVEW 2 R.C.E. NO. 46185 J J J W J J }gYs'e^i "1 / IJ `� q z i �oC APPROVED BY: JIM M. SCHROETER C7RAD85 110 S6S. q:, o W DATE �b T � R.C.E. N0. 46185 � N^I 2N N N N N N N N N N N N N N N N N "1 ^' W�ti ti ti4W'12� U��??Wy w�??�yy l>ry ti?y ti�?y ��?y ti '$ d ti�?y w�>y Utiy? ti v oln� C,nV �N�l�ln W' �i <n� �<nV �InW �W NW �.n� �InW �NW �InV �InW W,nV In� `n� � at 152 ----. ----. ----. I -TV_._ .--- I---_. _..-.... _.......-.... - •---__-- _____ -_.__ 1 . r-.--. 351. 750 ----. -- _- 'I -__ -. 1 ----. • --. --i _--__. T ---. .1 __ `__- '- __----I�� ;_-- ----.1 ----. i _. --. J50 A4ROX/M47E E TOP Of II; NEW CAADE AT N . ----. .____ --- _'• --_. .--_. .----. ---- ---- --__ __-_. _--_.. 1 --- FSI CENTERI/ryE - ',. M 748 ---__ --__-_i. -___ - _ __- PA4fMfNr AT CE)WEMA4f ----. ---- ----I� -_-__ _ _ _-_ _ . � a :1, m 146 _._.---- ..-._ .. ---. ---. _.___ - --_ r ____ 1 J46 I r I I I au I � � I _ '' 344 -. -- ---. - _.. - _. - -- �I�- u� w ----. - _. --_- - w h __.'144 WEST ROWONE -_ PROPOSED 341 142 340 1407+0\ 30+00 32+010+00 21+00 22+00 23+00 14+00 25+00 2800 79+00 T700 J3+00 34+00 16+00 CATCH 845/N N0. 4 0 TAPER DATA N0. O TAPER DATA N0, O TAPER DATA N0. OUTCH 8A5/N N0. 3 OLD RIVER ROAD -PROFILE STA. 29+76.42 EL. STA 26+J851 F.L.NORMAL F.L. ELPY 34522 EL OEPRESSEO F.L. REV J4505 R m O STATION OFFSET FROM ¢ ELEVA770N 24+0843 7.00'RT. 345J6 EP 24+/593 6.B7' RT. 345.38 EP 24+2143 6.2 .. J4541 EP 24+3093 5J7'RT. Jd545 EP 24+3843 4.00' RT. 34550 Be 14+5143 1.00' RT. M.60 EP 24+6843 200' LT. J4569 EP 24+7593 JJI' LT. 34573 EP 14+83.43 4.16' LT. 345.77 EP 14+90.93 4,51'L 1. 345.80 EP 24+98.43 5.00' LT 345.86 EP j STATION OFFSET FROM ¢ ELEVA7701V 29+01.58 000' RT J4857 EP 29+09.06 0.21' LT J46.56 EP 19+16.60 0.81' LT. J46.55 EP 19+24.12 1.83' LT J46.53 EP 29+11.65 125' (3 34651 EP 29+46.72 6.50' LT. J46.50 EP 29+61.79 9.75' L L 346.50 fa 29+69.32 11.17 LT. J46.49 fe 29+76.82 1219' LT. J46.49 EP 19+84.34 1279' LT. 346.48 5e 29+91.85 1100' LT. J46.48 EP SIA77ON OFFSET FROM ¢ ELEVATION 29+57.18 11.00'RT. J46.J8 Se 29+67.18 1066' RT. J46.41 EP 29+7718 9.76' RT. J4848 EP 29+8718 818' RT. J4860 EP 29+97.18 6..00' RT. 34867 EP 30+17.18 1.00'RT. 346.79 EP JO+37.18 4.00'LT. 34694 EP JO+4718 6.18' LT. J46.97 EP 30+5718 Z76' LT. J47.00 Ce J0+6Z 18 8.68' LT. J47.03 EP 30+77.18 9.00' LT. 347.06 EP NORMAL fl fLEv 34417 R SCALE 1 = 50 HORIZONTAL �. 2 DEPRESSED FL ELEV. 344.10 R5 7' = ' VERTICAL T.L=9.0 R=14 N SCALE: 1" = 50' Cn ��nn gi g Wz t N h 8 8 i 50 25 0 50 100 LCV++ J q2 Ci J _l GG j.�£i v J r J J W J Lw{_ (Vlf Gf UUP tih CSv VU U� U �iU� UU ON U� 0<'U UU *�+i72rvaj J^rvYjn•.�^R ^ ^! ,¢q0 q0*F lil* W l0 v N v i E� "� RELOCATE SIHLL I i M Z ffi 42 H y d W" 4 m y C m H H C w y C W ,n H W; C m C C a $]REFI (lGN7 (IYP.J R y C W ti C' NAME SIGN TO Z Q V HIND SIDEWALK \\ 2 _ 4 CTERTC CAMPUS SEE EEr sl roe - sER�YSH,FE pogo z �__�� „...:;INDEPENDENCE HIGH SCHOOL CAMp,US PER LINE 1 SII - NO PARK/ND " Z �- V scN4aPuc �v m. tf Q <. /� .®.✓.®...-..®,®.®.®,®.�.®,:_. �'i]!J .e.i��na�S.,y \, ,,\ .,, _ Ty /RR/GATT S ( EE - _ y T _ I, 4 ®:.".. 7.-.. .®.®._.�.�._. /IL`. WPfR OCg':108619E ] - .% l .,, ac - ` 5 %I 4- T Y 1 �`�' �„ _•:,.I _ �` - �" ���� to c� 5 --._. - ...1 ;tj m U 6 �I , 8 w 9 V _ OLD RIVER ROAD f(� - ---a �; a o> 2 > F-+ 17+00P3+00 --_ ' ?d+ -J - - ; >. 28+ 30+00 3l+Oq 8 9 T2+00 1- T3+0 J4+00 O -a co 8 9 OLD RIVER ROAD - a zo cry -' < z K w TRACT 6359 _j Ne TRACTA 7243 ` m �m CONSIM/CTION N078' � .,'` O7 CORNER RAMP PER CITY OF BAKERSRECO PROPOSED ® CATCH 849N PER DETAIL I/ST71. z W xAl STANDARD DETAIL ST -10 CASE A' C9 M4145 ^ n ti D 1 CATCH SON PER DETAIL T1I. ~ g STANDARD RSP AOM). 0 ?/s' " " '' e �` '� ( � 8 $ 'b �`^� � �' �,y � Ty h 8 8 $ �8 (t 11 � W �' O DRNf APPROACH PER CITY OF WERSRELO PROPOSED M4NHa£ PER DETAILS 3 ANO 4 ON 5711. AF-- © J J J J J J J I J U l J S7ANDAR0 DETAIL ST -3. y J J o y Q3 TYPE Y C47CH LYSIN PER CRY OF 84MERSRELD �i ".l "a a •,, 3 a "�$ a 3 ° pi �' % m u b m n n n �v' W � a v�' PROPOSED STANDARD DETAIL D-14. �e�' Po N "d n U n e }o. g m m ,� °o' 4N o' n vni h m F.' �' 3:4f` 47' co O I? �n",Fn n O+ *^ ® STREET LIGHT PER CITY OFPROPOSED STANDARD DETAILS S7 -1J, ST -14T-24 AND, AND ST -25k `~'•f oti w ti oti �ti Wti `f oti oti w w ti ciQ =1i oe �$ TRAFTIC 516N4L INTERCONNECT & PULL BOXES PER CITY h OF 8MKERSFIELO PROPOSED STANDARD DETAILS T-34. © TYPE E` CURB AND CUTTER PER CITY OF 84KERSRELD PROPOSED STANDARD ST -1 O 55' IW°E O STANNDN SIDEWALK PER C` Of OLD RIVER ROAD - MEDIAN DETAIL PLAN 55'A C STANDARD 5-J ® TYPE `u' MEDIAN CURB PER CITY OF afzwsm0 SCALE. 1 ° 50' HORIZONTAL PROPOSED STANDARD 57-1 1' = 5' VERTICAL O9 STAMPED CONCRETE IN MEDIAN PER C17Y OF T.l. - 9.0 R = 14 HVERSRELO PROPOSED STANDARD L-11 crrr RECORDS Na. R R R/W Z Fri o R/W so, Imo ---PROPOSED R/IY _z i� W 115' z z ISI 7 PER DOC1216OB6196 r^ W VJ Q� c" I a h L3 I 1 R m III! ; 55' 70' k k 45' 45' k k N w 48 61 2 34' 34' 2 W NEW BOMAMTE MEDAN SURFACE 7.9' ��REMOV£ (f) CURB J2, U i rn (f) TYPE M ; S, A0 014N CURB y S4WCUT AND MATCH FLUSH WITH IXSNN l GAC PA MEM SII 15$ 25% 2% 2% `� (TO REMWN) 1.57-25% Q O o _ -__...2 I - a � U -. _ NEW 55' COMBAA]lON SIDEWALK (EJ COMBINANON SICK O �(EJ ._ EJ coMBmwrroN � 5/DfWALY FUTURE COMBIAAnON 5/OEWACK� pJ0' IYPf A' AC. NEW CURB 5. GUTTER (E) CURB & CUTTER NEW TYPE MEDAN �(E) M 1.55' TYPE A AG PAVEMENT SECTION CURB 1.55' CUSS 11 ACG 815E COMPACTED 70 95X (£J CURB & GU77Elf (EJ CURB & GUTTER CLASS 1.00• CUSS lI AGG 845E COAIPACTEO I AGD, a4sIED 70 959 PAVEMENT SECTION 0.60' NATIW COMPACTED TO 959 1.00' TO 95% (E) PAVFMENT SECRON 3 a 2 o 2 0 SECTION A -A: BERKSHIRE ROAD UW SECTION E -E.- OLD RIVER ROAD Z Z TI = 6.0 R = 11 STA770N RANGE = 110+14.01 TO 12J+91.44 SOAL.'' /' = 10' cf) co U � T.L = 9.0 R = 14 STATUN ±24+78.00 SCALE. I,= 10' CJ] 0 cc 0 0 R/W a=oF" C7z�wa W R/W R/W R/W m U 140' N v w Ua 90' t'- PROPOSED WIT i 70' 1 70' PER OX1218MI96 O I � I q k 34 J4'(E2 ' � ; I I I� I I __-_ _• 15k2.5% 1.5x 2.5% �% 2. xl ON -SNE A.0 PAV7NG NEW BOMWDE MMW SURFACE 7' . .:: ,_ -- ,: - - - NEW 55' COURN4710N SIDEWALK AT ORTYEIWY (E) EDGE OF PAtEMDVT 540CUUT AND MTCH RUSH WITH EXISTWA.C. PAVEMENT. N71/RF COMB1N47TON 5/OEWALK 9$_36% 15F--5 5X (E) CURB & CUTTER 0.30' TYPE A' AC. 1.00' CUSS l! AGG. EASE COMPACTED NEW CURB & GUTTER 70 959 �. " ,. ,.. � � � - - -. - ---- ` - �N (E) PAVEMENT SECTION 115 NA771E COMPACTED 70 95% 1 2 WlOE CROSS-GO]7ER A' AC SIDEWALK AT DRIVEWAY 1.55' CUSS 11 ACG 845E COMPACTEDDP TO 959 \� 0.45' TYPE A' AC (E) PAVEMENT SfCRON (E) CURB & CUTTER 0.60' mtlNE COMPACTED TO 95% 1.55' CUSS lI AGG. WE COMPACIM TO 95X NEW TYPE M 0.60' W PE COMPACTED TO 959 MEDAN CURB SECTION B -B: BERKSHIRE ROAD SECTION F -F OLD RIVER ROAD T.I. = 6.0 R = 11 STATION RNG€ _ ±23+91.44 TO ±26+49.02 SCALEI' = 10' Ll. = 9.0 R = 14 STATION 225+56.58 SCALE.' f'= 10' IV R R RIW PERDOC12�8086196 R/W 117.1' 9856' 586' 585, I I 4649' 52.07' 61 52.5' 52.5' k I k k I 12 I 3549' 4EOr 10ll 84MVE 8VE MEDIAN SURFACE U2ANCUTWITH (EJ EDGE OF PAVEMENT _ 049 EXE NG AC. PAVEMENT 15%25% _z% 2x 5%25% / - FUTURE COMBlN4nON SIOEWACKJ I _ .�. .•., ,r�aa yadr'� SIDEWALK NEW COMBlNAnON`'"r NEWSIDE �r 7 Ar 'Y .� X E x, ` "-F } } 'T }-.` t _ �(E) -- (E) 4710N (E) CURB & CUTTER J 0.30" IYPf A' AG NEW CURB G C1/7TEF ALK PAVEMENT S€CPON NEW TYPE M �(E) SIDEWALK WALK 1.00' CLASS' 11 ACG. 845E COA4PACTED 10 959 NEW CL;% A' CUTTER MEGAN CURBS 0.45' 7YPE A' AC CURB & GUTTER (EJ PAVEMENT 560001 1.25' NABVE COMPACTED Tp 95% 045' TYPE A'Aa 1.55' CUSS // AGG 845E COMPACTED TO 959 1.55' CLASS 4 AGO. 645E COMPACTED TO 95% 0.60' NA71VE COMPACTED TO 959 0.60' MAINE COMPACTED TO 959 SECTION C -C.- BERKSHIRE ROAD SECTION G -G-' OLD RIVER ROAD V. = 60 R = 11 STATIOrN RAW = 126+49.02 70 227+49.02 5C4LE.• 1' = 10' TI = 9.0 R = 14 STATION 218+7500 SCALE 1'- 10' PROPOSED R/W R/W PER DOC11/B086196 R/W R/ W R/W I/0' 1223' � I I � I 60' 623' 49" 61' 6' k 54' 5570' k k k •,� I 3B" 50' I U U U " Q ±18.5" ±126 t&B t3f5 I ,- 15k259 1 1$ FU uRE coMeNnnON sOEwqu t� =I .Jxti+L"-++11 . } v ' NEW Ss' COA/BNAnON ` £ OF PAVEMENT (f) EDD SAWCUT AN MA H RUSH WITH EXISRN AC PAVEMENT. IXISIING PA'2MENT RTO BE REMOVED WEST OF S4WCUT �� siaEwqu' � � 15�s.sx (E) CURB & GUTTER 0.30' TYPE AC 1.00' CLA55' d ACG B4SE COMPACTED 70 95% NEW CURB &GUTTER NEW COMBhY4110N -, x, ? �, �.... k y ' �. ', ' -.` ' '�`(E) - - - A COMBlNA710N (E) PAVEMENT SECTION 1.25' 1A7AE CQNPAC7f0 70 95X 5/OEIYALK NEW TYPE M NEW TYPE M 'M' ZK NEW CURB &GUTTER 0.45' TYPE WAC. MEDAN CURB 045' IYIY' A' AC MEDAN CURB �) CURB & GUTTER 1.55'Cr.. USS l! AGO. HESE COMPACTED 70 959 1.55' CL455 N AGG. 84Sf COMPAC70 TO 959 0. s0' N47RE COMPACTED 70 95% NEW BOAGWNE Mf DAN SURFACE 0.60' N47NE COMPACTED TO 959 AM LANDSCAPE ARFA SECTION D -D: BERKSHIRE ROAD SECTION H -H: OLD RIVER ROAD T.I. = 6.0 R = 71 STA71ON RNCE = 130+54.67 TO 132+6385 SCALE' I'= 10' T.J. = 9.0 R = 14 STA7708 129+&710 SC4LB 1' = 10' R/W I 6• k �I kl ACU' 2 NEW COMBINMPON SIDEWALK I NEW CURB & GU7RRJ R/W tnr NEW BOMAAwF ME7MW SURFACE f3 S4WCUT AND M47CYl - 9' 1' RUSH 0H EYlSBNG AC. (fJ EDGE OF PAVEMENT PAVEMGNf 15%25% 159 25% �-, �(fJ COMBI/ATION 045 PRE A AC SIDEWALK 045' 7YPE A' AC �(fJ PAtEMfNI SFCnON �(E) CURB & GUTTER 7.55 CUSS 1! AGC. BASE COMPACTED TO 959 1.55' CLASS !1 AGG 845E COMPAG70 TO 959 NEW TYPE M 0.60' NATIVE COMPACTED TO 959 0.60'NATNE COMPACTED TO 959 MEDAN CURBS SECTION H. OLD RIVER ROAD T.I. = 9.0 R = 14 STATION ±31+4500 SCAL£ I'= 10' CITY RECORDS NO. Z Fri o Z a a� _z i� W O � m z z ISI N m v z� r^ W VJ Q� c" I a h L3 1 R m III! ; w I 2 2 W rn SII Q O o ! I a � U � o O � z a 3 a 2 o 2 0 UW 2 W w Z Z Q U z4 cf) co U � w ��J iZ cc En CJ] 0 cc 0 0 = O V a=oF" C7z�wa W Es Y E R m U v a N v w Ua i O ® 'vwJ� GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, THESE DOCUMENTS SHALL BE MADE LATEST EDITION, AND STANDARDS PERTAINING THERETO. A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. CALL 661-326-3049. 5. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN BASED ON AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO THE BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY, PRIOR TO ANY FURTHER WORK 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN. THE EVENT CONSTRUCTION STAKING BASED ON THE CONS'ULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS :S ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS, 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND IMPLEMENTATION OF THE EROSION, SEDIMENTATION & DUST CONTROL PLAN AND THE STORM WATER POLLUTION PREVENTION PLAN; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING OR SPECIFICATIONS, HE SHALL SUBMIT A WRITTEN REQUEST TO THE ENGINEER FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT. 15. SWANSON ENGINEERING, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS.' ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC. 16. SEE GRADING, WATER, STORM -DRAIN AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. CITY OF BAKERSFIELD STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DRAWING ST -22. 3. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE FOR THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED FOR THE LOWER "R" VALUE IN ACCORDANCE WITH .THE REQUIREMENTS OF THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FEET BELOW FINISH GRADE ON LOCAL STREETS (1.5 FEET TO 2.5 FEET AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN NOT LESS THAN 90% RELATIVE COMPACTION FOR A MINIMUM DEPTH OF 1.0 FEET UNDERNEATH SIDEWALK AND CURB AND GUTTER. THE LOCATION OF TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. 8. ALL CONCRETE TO BE CLASS B, 5 SACK, 2 1/2 TO 5 1/2 SLUMP PER CITY STANDARDS. CEMENT SHALL BE TYPE II. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37 - BITUMINOUS SEALS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10, NEW STREETS SHALL BE EX'iENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS SHALL BE MARKED WITH AN "S" STAMPED INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET THE APPROVAL OF THE PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS NTH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STANDARD DRAWING T-19 SHALL BE LOCATED NTH THE SIDEWALK, 6 INCHES FROM BACK. 15. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING, 16. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. CITY OF BAKERSFIELD ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE AODITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE 6 (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "PERFORMANCE GRADED ASPHALT BINDER" IN SECTION 92-1.02(8), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE: HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. S. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF RETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE :NED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE NDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE ;OP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN S. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED )RARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT ER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED NTH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT OR MORE THAN 96% SHALL BE REMOVED AND REPLACED NTH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16, THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING NTH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION." OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR AND LOCAL ROAD BEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AS) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 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 -OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRACE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 8. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE)IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOT) TO COMPLY NTH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED ASSOCIATED NTH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWO) MUST BE FILED NTH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE NTH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (WPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C380021 HAS BEEN ISSUED BY THE SATE WATER RESOURCES FOR THIS PROJECT. CITY OF BAKERSFIELD ADDITIONAL NOTES 1. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 3. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 4. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 5. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) 7. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. S. NOTE TO STAMP AN 'S' INTO CURB FACE OVER EACH SEWER LATERAL 9. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENT S OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 10. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 11. NOTE TO STAMP A "C" ON TOP OF CURB OR MEDIAN OVER EACH CONDUIT LOCATION. 12. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 13. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURSING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 14. INSTALL BLUE PAVEMENT MARKERS AT CENTERLINE OF ROAD FOR FIRE HYDRANT LOCATIONS CITY OF BAKERSFIELD STANDARD PLATES 1. THE FOLLOWNG CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST ED1 DON THEREOF, 10-26-89, UNLESS OTHERWISE NOTED) CYIY STD. NO. DESCRIPTION OrY SID. N0. OE5CRIP170N E ST -1 CM AND GUTTER (T PE A', 6' AND IC-) ❑ ST -17 WDE 070SS-0TTER ® ST -2 COMMfRCYAL ORIVEWAY E ST -18 MEDIAN CURBS (TYPE "U" M -I' AAD V-27 ® ST -3 SIDEWALK ❑ ST -10 PRIVA IE STREET GATES ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -11 RET SE CONTAINER PAD ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -11 )RENGI BACKFILL AND CONPACRON REQUIREMENTS E ST -6 PAVEMENT PATCHES ® T-1 STREET SOV, POST TYPE ❑ ST -7 CROSS -GUTTERS ® T-5 MAJOR COLLECTOR TRANSITION AT 1NTERSEOG N MIH MAJOR ARTERIAL ❑ ST -B 26 INCH PART CIRCLE CULVERT ® T -B ONE-WAY MEDIAN OPENING ❑ ST -9 57REET SPECIRCA77ONS ❑ T-12 MINIMUM ACCESS DESIGN E ST -10 STREET SECTIONS ❑ 7-34 TRAFFIC SIGNAL INTERCONNECT -WRING AND PULL BOXES ❑ ST -IDA STREET 2C710NS ❑ D-10 SIDEWALK UNDERORAIN ® ST -ll STREET CROSS SEC77ONS ❑ D-11 DRAINAGE BASYN ❑ ST -12 ALLEY CROSS SECRON E 0-14 CATCH -BASIN, TYPE A' ® ST -!3 SURWYMONUMENT ❑ D -I5 CATCH- BASIN, IWf A-1' ® ST -14 STREET LIGNT, MAST ARM TYPE"" ❑ SW -4 MANHOLE, TYPE A' W7H DROP COVIVECTION ❑ ST -l5 CUL -LIE -SACS ® SW -5 fRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ ST -16 S7REETKNUCKLE -RERERGCASS S7REETV6W7S NOT ALLOWED CALTRANS STANDARD PLANS 1. THE FOLLOWING CAL TRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST £01 HON THEREOF) CAL TRANS 570. PLAN DESOMPTIOLI E RSP AMA CURB RAMP DETA25 CITY RECORDS N0. J CONDUIT STREET TRACT o j 6916 �. DEAL 32 (E) DE7AC 17-- ^- i (1J OEGIL 776-` -- 1500'RADNS I 9+00 l fOGE ofPAWMfM-D(7AIC 2 EDGE Of PAVEMENT � I FUNR CURB h GUTTER -FOC ND 2' 6C LS8318 - ccEV= 34553' PROMRIYDNE�,� R76 �� h � `2 a w w NO RARIIING SYGW a TF 2TG J455J PROPERTY ONE OL VOGEL WAY C a R26 CA STREET [lI R26 CA N h NH Gi � 'x IXISRNC CURB 8 o� O N R/W PfR DOC}'11808 N I 7RNF,0 SIGNAL (SEE TRAMC Hl7ERSYZ'TXM' ICY iIRAC• T 6825 PUI HW SIGNAL PWJSI-IYP. PARKING .SIGN o (� � STA 25+BZ06 GL L TRACT 6825 3+00 TRACT 825 6 z IL (SEE NAMC mPJ +. � " W4-2 g� I — C z -- VJ 1 I �� I• ° I ° =.. I < r1 A;r B£7AIL 29 _ W JUT VI A9hflW 9 �nPE W ARROW W W ARROW�-y V�7a TAPER 36:1 _CDETM �ERKSHII , e ' DETA4 32 N 21+00 22+00 24+ i + 6+00 27+00 18+00 29+00 -- — — -- r 2a,r - e 7500' 8a0/OS OFlAL 37 STREET LIGHT '. '.�`OETNL STREET NGNI 9 R26 CA R2B[LrA) �y PER DOC121B0 0- 9 1 SIGN -- - - -- - OETA[ 9Df7A1 22 RO CHEVRON GORE 57PIPING TYPE W! (!J ARROW DETAIL JLA' r�.ar:n v' C D .•zX R/W PER OOC 6196- PER DOC,1218086196 n -PROPOSED CURB R TERTC CAMP CTERTC CAMPUS 13 1 J I I f I I I t! f ;' C - N SCALE: III= 50' 50 25 0 50 100 BERKSHIRE ROAD TEMPORARY STRIPING PLAN APPLIES BEFORE THE SOUTH SIDE OF BERKSHIRE ROAD IS CONSTRUCTED WEST OF THE PROJECT SITE NOP KING SIGN (TYP.)-� 7CATS KING NAME SIGN-` NO PARKING SIGN -- t_ m 1 j U t O 4 4 � T, I -- KC° 90NoM_N , H 'f PER PIA fJ7 OKK 49 4l PG. 8a J IPS dfPN COONTY/, afiWe i R Aell 9-16- i 9 APPROVED BY: ROBERT T. SWANSON DATE R.gC.EE..�N,O. 43032 4- f( Ll j APPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 CONDUIT STREET 22 ; I ! TRACT�VOGEL WAY �NrnsfcnoN CROSSWALK STRIPING / e STA JJ+4745 UCTTMAIE STRIPING PLAN SHOWN FOR WHEN TRACT „*. a ' 6916 - � 6825 STREET IMPROVEMENTS ARE COMPLETED. I\ INIERSECnoN WJGFt war 200' _ TRACT 6825 , STA 2,5+8706 CL TRACT 2'WDE mW — CROSSWAK STRIPING , - ----------- DETAIL - DffAL 9---, ....�`— DETAIL 9� P£ N (L) ARROWDETAIL 9DfAll 9DTAIL 29 OfAC 32-,4-, DEAL J2 �� DETAIL 27DETAIL J2 I - _ ----------- FOUND 2'8C 1 8J18 �� h � `2 a w w NO RARIIING SYGW 5\ �e p { [h TF 2TG J455J PROPERTY ONE Z C a R26 CA STREET [lI R26 CA NH � 'x O N R/W PfR DOC}'11808 7RNF,0 SIGNAL (SEE TRAMC Oy SIGNAL PWJSI-IYP. PARKING .SIGN o (� F+ti W 3+00 03� I IlJ z IL (SEE NAMC mPJ - I — C z VJ 1 I �� I• ° I ° =.. I < r1 A;r W JUT .) �I�����`IIY�1�I�1�'�� V�7a i R Aell 9-16- i 9 APPROVED BY: ROBERT T. SWANSON DATE R.gC.EE..�N,O. 43032 4- f( Ll j APPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 CONDUIT STREET 22 ; I ! TRACT�VOGEL WAY �NrnsfcnoN CROSSWALK STRIPING / e STA JJ+4745 UCTTMAIE STRIPING PLAN SHOWN FOR WHEN TRACT „*. a ' 6916 - � 6825 STREET IMPROVEMENTS ARE COMPLETED. I\ INIERSECnoN WJGFt war 200' _ TRACT 6825 , STA 2,5+8706 CL TRACT 2'WDE mW — CROSSWAK STRIPING , - ----------- DETAIL - DffAL 9---, ....�`— DETAIL 9� P£ N (L) ARROWDETAIL 9DfAll 9DTAIL 29 OfAC 32-,4-, DEAL J2 �� DETAIL 27DETAIL J2 I - _ ----------- FOUND 2'8C 1 8J18 �� h � `2 a w w NO RARIIING SYGW Aell 9-16- i 9 APPROVED BY: ROBERT T. SWANSON DATE R.gC.EE..�N,O. 43032 4- f( Ll j APPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 CONDUIT STREET 22 ; I ! TRACT�VOGEL WAY �NrnsfcnoN CROSSWALK STRIPING / e STA JJ+4745 UCTTMAIE STRIPING PLAN SHOWN FOR WHEN TRACT „*. a ' 6916 - � 6825 STREET IMPROVEMENTS ARE COMPLETED. I\ INIERSECnoN WJGFt war 200' _ TRACT 6825 , STA 2,5+8706 CL TRACT 2'WDE mW — CROSSWAK STRIPING , - ----------- DETAIL - DffAL 9---, ....�`— DETAIL 9� P£ N (L) ARROWDETAIL 9DfAll 9DTAIL 29 OfAC 32-,4-, DEAL J2 �� DETAIL 27DETAIL J2 I - _ ----------- FOUND 2'8C 1 8J18 �� h � `2 a w w NO RARIIING SYGW 2TG J455J PROPERTY ONE . PARKING SIGN, a R26 CA STREET [lI R26 CA � 'x O N R/W PfR DOC}'11808 PARKING .SIGN o � R%J! PER 0001218066196 I ' CTERTC CAMPUS �� I• ° I ° =.. I < r1 .) �I�����`IIY�1�I�1�'�� i : ryNO PARKING S2ri' Pf Q `2 91 — NO PARKING SIGN- CTERTC CA N BERKSHIRE ROAD - ULTIMATE STRIPING PLAN SCALE.' I" = 50' HORIZONTAL I' = 5' I£RBCAL *UL 77MATE STRIPING PLAN APPLIES AFTER THE SOUTH SIDE OF BERKSHIRE ROAD IS CONSTRUCTED WEST OF THE PROxCT S17E 7%PE. N (R) ARROW R W PE� / STREET LIGHT x6 ( N07 TO BE (NSJ j 0 PARKINL< SIGN /� �ja ` "y{RELOfi77EP S7R hall SEE SHEET ST08 BOTTOM AND SHEET ST09 R V -f T o'I R ROAD -�` TF w Z 1� w Tr.. a I _ ` l YKE 9 A` P� 5J 7RASIC(SEE p� K TRA777 7C SIGNAMLL O Q KERV COUMY T3+00 PUNS)-IYP. J4+00 TTxp SIGNAL (SEE RA c J L r-441(TYP.) "Vz //�Lc aJ o H p = ct 6-.� -ji IF I - I/ ®2 J Z 0 O nPJ , EET NAME 5/CNJ ` •_ � � Z � ^ ~ o µ OPOSED Rei% PC,- j 3D I Y Qn PARK/NG 8/l�� {{ o° SEE kll I M I ooI s o R kff SCALE: 1" = 50' 50 25 0 50 100 CITY RECORDS NO T a w w a � 'x O N o � V,W I SEE SHEET ST08 BOTTOM AND SHEET ST09 R V -f T o'I R ROAD -�` TF w Z 1� w Tr.. a I _ ` l YKE 9 A` P� 5J 7RASIC(SEE p� K TRA777 7C SIGNAMLL O Q KERV COUMY T3+00 PUNS)-IYP. J4+00 TTxp SIGNAL (SEE RA c J L r-441(TYP.) "Vz //�Lc aJ o H p = ct 6-.� -ji IF I - I/ ®2 J Z 0 O nPJ , EET NAME 5/CNJ ` •_ � � Z � ^ ~ o µ OPOSED Rei% PC,- j 3D I Y Qn PARK/NG 8/l�� {{ o° SEE kll I M I ooI s o R kff SCALE: 1" = 50' 50 25 0 50 100 CITY RECORDS NO 20 oo I j. INDEPENDENCE HIGH SCHOOL CAMPUS v� PROPERTY uro F (£) TYPE N (R) ARROW (IYR) 70 REMAIN ---. - .0 _..._'_ _ _ - _ _ R W PER DOC 218086196 I�oil (E) STRIPING OETVL J8 70 RCMAIN r U -- PROPOSED CURB & GUTTER u (E) 5TIRW DETa1 39 TO RaWN -(f) CURB & GUTTER �—(f) EDGE OF PAVEMENT -_-_ (f) S7IING Dfra( 39 70 RfMNN _ BIKE SYMB�7L 3 ARROW TO REMAIN -([). M CURB TO R£MUN _ _-. .-..• -„-r ---;, - -. f EDGE OF PAY. _� -" _ �. -_ _._-,___-._____ (EJ FOGS UNE 57RPIX TO BE REMOVED (E DETAIL 9 STRIPING TO REAWN -- - w� OLD RIVER ROAD J e o (MEDLav cuRe (ra aE RcuaVED) foo - - ted z�tDo = Karoo (E) W N O aRROw M) 70 REMovFo �26t 28f (E) MEOW CURB 70 REA(AlN (E) MEDAN CURB TO REAWN-2 - (f) 57A1P/NG DETAK 9 MTM (E) DNGONAL STRIPING 70 BE REMOVED &ARROW E S7RlPMG DETAIL 39 TO REM N BIKE WE SYMBOL (TYPJ 70 RfMNN () E SNIPING DETAIL -- 70 REWMN () f TYPE N ARROW TO REW/N E S]RPING REAL 38 70 REM4M1V f CURB & GU7/ER () (RJ (TP) (1 J __ --- ----- �•-_ - (E) CURB & GUTTER TRACT7243 INDEPENDENCE HIGH SCHOOL CAMPUS (E) TYPE N (R) ARROW (TP.) TO REMAIN PROPER7Y BIKE LANE SYMBOL & ARROW (RP) 70 REMAIN vac _ (E) CURB E)S7IRNG DETA( J8 TO REAWN d (E) SMPNO DETAIL J9 T REMAIN `=(E) CURB & 077ER- (E) SNIPING DETA9 J9 TO REIWN V (E) RETNE 9Nc o REAWN (cJ DETAIL 9 SWNOTO RSWIV—J (.`�T r) R(5A fs (E) MEDbW CURB r GENE 9-f— a crmro— (£) STRIPING AERIE J9 70 REMAIN (E) MfMNY CURB 1J PROPOSED MEOW (E) BIKE LANE SWOL & ARROW (T)r) 70 REMV (E) 7YPE N (R) ARROW (IN) TO REMAIN (E) CURB & GUTTER TRACT 6825 Ll � o a O cz- m w PROPOSED CURD & GuRb? mU J� -(EJ TYRE N (LJ ARROW (TVP.) TO BE REMOVED (E) FOG CINE STRIPING 7D BE RfM0YE0 SEDGE OF r PAVEMENT _ a o m (f) TYPE N (L) ARROW TO BE REMOVED C X �O UU q m i � N N - NO PARKING 5TON .s 4 pQ� TRACT 6825 n ✓ N 00 50- f. 63729' (JE STRIP LYG 70 BE REMOVED BIKE UNE SYMBOL &ARROW (I)P.) Bl REMAIN BIKE UNE SYMBOL & ARROW 70 REMAIN (E) SIRPMC Df7AK 39 70 REMAIN � (E) CURB & GU77E (E) IYPf N (R) ARROW TO REMAIN TRACT 6359 - Lu •,U i D m ej OLD RIVER ROAD - EXISTING STRIPING PLAN 76--� 7YPf N (C2AKROW—J 7PE N (L) ARROW (E) S7IPINC DETAIL J9 TO REMAIN (E) STRIPING WAIL 38 TO REAWN--'� TRACT 7243 PARKING SIGN 1 1 Z5 1 30 100 L1GHT w 32+00 33+00 J4+00 J5+00 -- (E) STRIPING ro BE RfM0YE0 (E) TYPE N (R) ARROW TO REMAIN ' (E) MLDAN CURB TO REUNNL (£) SNIPING DETAIL J9 70 REWWN (E) STRIPING DETAIL 39 70 REMAIN 1W11 BIKE LANE SYMBOL & i49 W TO REpWN y E CURB & GUTTER S7RIPN&' DETAIL JB TO REAWN � � () DE (E) BIKE LAW SYMBOL & ARROW (TVP.) 70 REAMIN — 091A 9--a- `�MM & & n vl�n nvF+ NG TAIL J9 TO REAWN (EJ BIKE UNE SSYMBOL ARROW 70 (E) 57IPIREMAIN �(E) cuae & GUTTER DETAIL .TBA TRACT 6359 LLti (E) TYPE IV (R) ARROW TO RLMaN— (E) 7YPf N (R) ARROW (7P.) TO REAWN � I . 12, W?DE YfuOW CROSSWALK STIP/NG' Y W og W O Q (-)i OLD RIVER ROAD - ULTIMATE STRIPING PLAN f)RS & GUTTER (E) DETAIL 21 TO REAWN _ 1--7 - (E) STOP W TO BE REMOVED r, TRACT 6359 (£) STOP 7Fk7 70 BE REAfOVEO� 1 (E) TYPE IV (R) ARROW R7 BE REMOVED (E) SIDP TEXT RI BE REMOVED (f) TYPE N (R) ARROW TO BE REWOVED . LIM STRIP/NG RETNE 39A TO REACNN (E) WHITE GORE LINES TO BE REMOVED (TYP.J (E) S7RPING DETAIL J9 TO REMAIN CAMPUS � o 2OTERTC zzI w m PROPOSED CURD & GuRb? mU J� -(EJ TYRE N (LJ ARROW (TVP.) TO BE REMOVED (E) FOG CINE STRIPING 7D BE RfM0YE0 SEDGE OF r PAVEMENT _ a o m (f) TYPE N (L) ARROW TO BE REMOVED n ✓ N 00 50- f. 63729' (JE STRIP LYG 70 BE REMOVED BIKE UNE SYMBOL &ARROW (I)P.) Bl REMAIN BIKE UNE SYMBOL & ARROW 70 REMAIN (E) SIRPMC Df7AK 39 70 REMAIN � (E) CURB & GU77E (E) IYPf N (R) ARROW TO REMAIN TRACT 6359 - Lu •,U i D m ej OLD RIVER ROAD - EXISTING STRIPING PLAN 76--� 7YPf N (C2AKROW—J 7PE N (L) ARROW (E) S7IPINC DETAIL J9 TO REMAIN (E) STRIPING WAIL 38 TO REAWN--'� TRACT 7243 PARKING SIGN 1 1 Z5 1 30 100 L1GHT w 32+00 33+00 J4+00 J5+00 -- (E) STRIPING ro BE RfM0YE0 (E) TYPE N (R) ARROW TO REMAIN ' (E) MLDAN CURB TO REUNNL (£) SNIPING DETAIL J9 70 REWWN (E) STRIPING DETAIL 39 70 REMAIN 1W11 BIKE LANE SYMBOL & i49 W TO REpWN y E CURB & GUTTER S7RIPN&' DETAIL JB TO REAWN � � () DE (E) BIKE LAW SYMBOL & ARROW (TVP.) 70 REAMIN — 091A 9--a- `�MM & & n vl�n nvF+ NG TAIL J9 TO REAWN (EJ BIKE UNE SSYMBOL ARROW 70 (E) 57IPIREMAIN �(E) cuae & GUTTER DETAIL .TBA TRACT 6359 LLti (E) TYPE IV (R) ARROW TO RLMaN— (E) 7YPf N (R) ARROW (7P.) TO REAWN � I . 12, W?DE YfuOW CROSSWALK STIP/NG' Y W og W O Q (-)i OLD RIVER ROAD - ULTIMATE STRIPING PLAN f)RS & GUTTER (E) DETAIL 21 TO REAWN _ 1--7 - (E) STOP W TO BE REMOVED r, TRACT 6359 (£) STOP 7Fk7 70 BE REAfOVEO� 1 (E) TYPE IV (R) ARROW R7 BE REMOVED (E) SIDP TEXT RI BE REMOVED (f) TYPE N (R) ARROW TO BE REWOVED . LIM STRIP/NG RETNE 39A TO REACNN (E) WHITE GORE LINES TO BE REMOVED (TYP.J (E) S7RPING DETAIL J9 TO REMAIN -TYPE N (L) ARROW oTYPE N (L) ARROW v DETAIL 38 DETAIL JM -,\DETAIL 9—r1 v (E) CURB & GUTTER (IJ STRIPING DETAIL 39 .0 REAWIN \ (E) STRIPING DETAIL J8 TO REMAIN 1 CHEVRON GORE STRIPING (E) IVP£ IV )?) - ARROW TO Rt VkW APPROVED BY: ROBERT T. SWANSON DATE R.C.E. NO. 430332 ,.� rn`-arJ44eAn, q/ I f / I a PPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 BIKE (ANE SYMBOL I &ARROW 70 REMAIN � ® I to 12' WIDE YELLOW CROSSWALK SMIPING E) CURB & GUTTER >� wrNfc.A`Tat J9 _ 9 F- DEfAtt 38 _ (£) MAN CURF AIL 9 �YJ CITY .RECORDS NO. CURB & GUTTER u � o zzI w m mU J� C X �O UU � N N - NO PARKING 5TON 4 pQ� R28(CA) 1 y R£COCA7E0 STREET NAME SIGN I 41 i F CAMPUS NO PARKING SIGN ! - 2 W PARKING SIGN R26(CAJ/R81(CAJ�` 3 jr � W Io Lo2� I{ SEP CURB & oum DEFq!t J9 o, ISI I w� 0 N -TYPE N (L) ARROW oTYPE N (L) ARROW v DETAIL 38 DETAIL JM -,\DETAIL 9—r1 v (E) CURB & GUTTER (IJ STRIPING DETAIL 39 .0 REAWIN \ (E) STRIPING DETAIL J8 TO REMAIN 1 CHEVRON GORE STRIPING (E) IVP£ IV )?) - ARROW TO Rt VkW APPROVED BY: ROBERT T. SWANSON DATE R.C.E. NO. 430332 ,.� rn`-arJ44eAn, q/ I f / I a PPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 BIKE (ANE SYMBOL I &ARROW 70 REMAIN � ® I to 12' WIDE YELLOW CROSSWALK SMIPING E) CURB & GUTTER >� wrNfc.A`Tat J9 _ 9 F- DEfAtt 38 _ (£) MAN CURF AIL 9 �YJ CITY .RECORDS NO. CURB & GUTTER u � o zzI w m z C � PII i { � N N a 1 � I 41 i F ! - 2 W 3 � W Io rc! o, ISI I 0 N 2 W O J �o= III 4 Z l O Q KO b Q!0 m'm O 3 O 0 j LLI a SUR V S � � ~7 _Z AIC U Cn o � < cp) V \J Z5 Jcc FN ® Lu > (/(\T-E � Fra V J c(.) p Q J z(30 P� CS Z n W z� �o Y �/y� FSA N m O U ® V h U a m v ti O 0 m W co v _ NO PARKING WRELOCATED STREET NAME SIGN l PROPOSED R/W PER DDC I U, NO PARKING SIGNS (E) STRIPING DETAIL 39 TO RI (£) STRIPING OFTA2 38 TO REAWN (E) TYPE N (R) - ARROW TO REANN s �o E�o)[ s-',. �ARROW OLMO }a� ,P32�LY7 :OEIAllL (E) CURB AND CUTTER E) CUR@ & GUTTER �o7YPE N (L) ARROW BIKE UNE SYDBO[ OfTAQ 38 DETAIL 9 & ARROW b ,DfTAk 9 n. (E) CURB & GUTTER _ -- STRIPING DETAIL (E) STRIPING DETAIL 39 TO RI (£) STRIPING OFTA2 38 TO REAWN (E) TYPE N (R) - ARROW TO REANN s �o E�o)[ s-',. �ARROW OLMO }a� 12` WIDE YELLOW CROSSWALK STRIPING CN (E) CURB AND CUTTER E) CUR@ & GUTTER TYPE N (R) ARROW BIKE UNE SYDBO[ (E) STRIPING DEIAL J9 & ARROW ,DfTAk 9 vSIPoPING DfTAlL 38 --^_-- -- STRIPING DETAIL (E) EDGE OF PAVE (E) LTETa[ 29 (E) Al 45+00 46+Gq- 'NIPING OCTAL 39 — (E) TYPE N (L) ARROW STRIPING DETAIL 334 _ -- (f) -FOG C1Nf STRIPING ---- ---. I) £DG£ OF PAVE `(EJ CURB MD GU77P (E) TYPE N (u AR�W DETaL 33 0 _._..... ..m-'Tf+OO -, anaC Je 12` WIDE YELLOW CROSSWALK STRIPING CN V E) CUR@ & GUTTER TYPE N (R) ARROW BIKE UNE SYDBO[ & ARROW 7PE N (R) ARROW vSIPoPING DfTAlL 38 --^_-- -- STRIPING DETAIL W 'NIPING OCTAL 39 — CHEVRON GORE STRIPING — — _ STRIPING DETAIL 334 _ TYPE IV U ARROW (E) TYPE N (u AR�W DETaL 33 0 _._..... ..m-'Tf+OO -, anaC Je --- '- ---------f-�=--"- �; _,� - - �.�.._,— (E) Zia t Y� �. r r MEDMN CURB ­7-DETAQ 9 57DEI, 399 70 D BEANEMUN; CURB & GUTTER (E) FOC LINE FOG LINE 22 TIDE w ARROW (£) TYPE N (R) ARROW- � r .7_RE_MN�N�_ L (E) SIRIPI� NC DETAIL J9 TO AMA /E) STRIPING DEra[ J8 TO REMAIN z OLD RIVER ROAD - ULTIMATE STRIPING PLAN SCALE: V = 50' 50 25 0 50 100 I WAWA 22 (E) EVIE OF P41509- (£) EDGE OF N OLD RIVER ROAD - ULTIMATE STRIPING PLAN SCALE: 1„ = 50' 50 25 0 50 Loa FOG LINE �(fJ CURB PND CJU77ER (E) OETNZ 38-,,, (E) DENZ 29 - -- 45+00 (E) YFOKV CURB (E) TIFF N (L) ARROW (E) W N (L) ARROW - TYPE OF ARROW (E) DETaL 22 (E) FOG LINE STRIPING_ -- (£) CURB AND CUTTER { Z (E) FOG LINE APPROVED BY: ROBERT T. SWANSON DATE R.C.E. NO. 43032 -�-"R/u/rq APPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 (E) 12" WIDE WHITE - CROSSWaK 57MPINO (E) OETA[ 22-�- .�� 7W£ N (L) ARROW)�(E) W N (C) I u CITY RECORDS NO. CN V z O 7 F� Z ® zgQ y ro Fi G/9 W m W w� a l C w � IiZIL� 1 ' 0, J t Y� !ii ti � � r r Q t 13 11U w z ' C9 o W a' o' w' o W M'' 0 ¢ J: i ¢ O � J till H 2 � O Qgiq, I > 3 4 o W � U a S Z �l aU C7o b O p ^m V (r cc Z5 O> cn p U Q J � p O Q = Q ni 4 W ® Y �� N o N /y� W O t - U a 0 c �� N8 RU UU a p STREET LIGHTIML INSTAL NOT 70 BE NO PARKING SIGN � � I R£LOCAIED SIREE7 N4ME(SA� - - �� TI-nTi1 PROPOSED R/W PER I 1 ,� I b Oa U p STREET LIGHT J03GED �/ a PROPOSED TRAFFIC SIGNAL NOT 7D BE /NSTALLED `O p w nA (SEE 7R4FRC SIGNAL PUNS) ` NO PARKINGR� CA) RELOCATED STRFt7 N4ME S c _ 12' NIDE YELLOW (E) 7?PE N (R) ��� Rte, PER CROSSWALK STRIPING (E) IYPE N (R) ARROW TO REMAIN ARROW 70 REMAIN TERTC CAMPUS Doc 0 g (H CORE & GUTTER (EJ STRIPING DETAIL 38 TO REMAIN SIREE! [/CFlT RKELANE TO !N CAMPUS DOC J `^ CURB R GUTTER NO PARKING SIGN ^- „S No PARaNc scN PARKING SIGN NO PARKM�' S/GN �} fr. -, ''a'.�+, R76 CA BI PROPOSED CURB & GUTTER r On PROPOSED MEDAN 80RB - _ Atoo y �JT+DP J (E) DETAIL 29 — - — (E) DETAIL 29 TO BE REMOVED 70 BE REMOVED Ill BIKE LANE SYMBOL W & ARROW TO A'fMa� CC�� , 111111 _ (EJ CURB Q GU77FR e O TmE N (R) (H smiRNG DETAIL �Q ARROW 70 REMAIN (EJ STRIPING DETAIL J8 TO REMAIN -- (E) TYPE N (R) I ARROW 70 REAGIN (E) 577 TEM TO BE REMOVED 1 (H rrPf N (L) ARROW TO REAWN (E) STRIPING DETAIL 39 TO BE REMOVED (E) TYPE N (L) ARROW TO REAWN 1111 (E) DETAIL 29 TO RE164IN- (E) TYPE N (L) ARROW 70 BE REMOWD- 'o J9 PROPOSED LYIR8 R GUTTER BETAB `x R „ a o m OfTAK J9 CORE SIR/%NG — a TO SE REMOVED - _ ..00T d _ a DETAIL 384 DETAIL 9 i n i (E) nEX/BLE DE0070AS 1.. _ ..�.... _ _ �. _ _ ` „ a - DETAIL 384 BE REMOVED . - ~ PROPOSPD"MED1W CURE`— PROPO$E07RFr7C S/GNK — o a m PP I (H STRIPING DETAIL .79 TO REAl4/N RE CHEVRON STRIPING _.... .__ V- TYPE IV 0) ARROW J 00 314-00 (E) DETAIL 384 70 SE 0 - 34+ 35+00 - --` DP DETAIL 38 aJa--7Mf __-,._.,:.-.... -_- _.. - � _J N (U ARROW TYPE N (L) ARROW HYPE N (L ARROW (H TYPE IV _ H �� - ___.__-_._ __n�-��-_"' BIKE LAME SYMBOL SAIL 12' WIDE C0W (E) MEOGW CURB ....-.. . s T (L) ARROW TO (fJ MEDGN CURB (fJ TYPE N (U ARROW & ARROIY TO REMAIN DETAIL 384 �aL 9—��— CROSSAML� ZINC �pEraL 9 — W��AA BE REMOVED -�. lO BE REMOVED BIKE LANE SYM80L PROPOSED TRAEFIC SIM L(} 1 BIKE ZOE SYMBOL . J _. __.. - _ DETAIL _JSq.___-..._ ,� .......... ...._ & ARROW 70 REMNN (SEC TRAFFIG SIGNAL PIANS) �(H TO RENC Dfra[ _ _ ____ — _. __ _ -__ _- _. _____ _ (fJ CURfB &GOITER —TO W TO - _...... 39 70 REMAIN -__._— - -.- __ T_._ "..__.- __ _ _ _ __ —_ _ _ _ _ _. $ y!' .. ..._ _ -^"-'-'-- f STRIPING Df7a( 39 TO REI.L4/N TO REMAIN (EJ STRIRNG OETAIL J9 7D RfAA4/N �' i { A - - . r `(H CURB & GU77ER „ (EJ WRB J, GUTTER ARROW TO REAWN GORE CHEVRON S7RlP/NG (E) STRI%NG DETAIL 38 TO REMIZV )® (E STOP &R TO BE REMOVED (H Rr-I TO BE REMOVE (H Pf N (R) —I (LJ STOP 7FM 70 BE REMOVED ARROW 70 REMAIN ICU d (H RI -1 70 BE REMOVED n PROPOSED Sr SlGN4L [ (E) NG AIL ISfF IR9FF7C C`1 SlGN4C PUNSJ g„` EAM (H TYPE N (R) ARROW TO 8E REMOVED IN 1 TYPE N (RJ ARROW TYPE N (L) ARROW 7 .. (H CURB & G4177ER— (E) TYPE IV (R) ARROW 70 SE REMOVED 11; (H STOP AHEAD STRIPING 70 BE REMOVED -_--. BE WREMOVED -. ....-. II� I t F � 1 i 1 � (E) DETAIL J2 70 REAWN i • it ,; _-- .-.. .: OLD RIVER ROAD AND BERKSHIRE ROAD INTERSEC71ON - EXISTING STRIPING PLAN N SCALE: I"= 50' 50 25 0 50 100 I W117113 r/0000/0A VNIZZ-1111111,11111110111A • 1 50 25 0 50 100 APPROVED BY: ROBERT T. SWANSON DATES R.C.E. NO. 43032 -?k q/Lr/r4 APPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 CITY RECORDS NO. v z z z O �G cn w Z w z z (H CORE & G(BTEA q � O IYPE N (L) ARROW (1 � I 01 II u ti Imo; Lu : TYPE N (R) ARROW tcc� I�1 co fl 11 � (ca )J ` 1 (E) WE I TO - REMOVED 1'--B£ �I - I I 1, 1. u • 1 50 25 0 50 100 APPROVED BY: ROBERT T. SWANSON DATES R.C.E. NO. 43032 -?k q/Lr/r4 APPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 CITY RECORDS NO. v z z z O �G cn w Z w z z T SW24-1(C4)�,,, TRACT 5916 NM aw vxp�mim Y 3 TRACT 8825 NOr IM AM InSTAu.BD _Yc i r-. APPROVED BY: ROBERT T. SWANSON DATE R.C.E. NO. 43032 ?1�" 'Yh `%/I/Iq APPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 / N 100' ii 50 0 100 200 4 IN BARS 06"E..G.I FRAME & COIk"R 2" '4i BARS M 4" OC IR -3' A A 8 AHS BENT DOWN ` ANO IMBEDDED INTOCJRB� Gy/FTER THE WALL 12" (IYP.J BACK OF SIDEWALK PLAN VIEW ALHAMBRA FOShill GAL✓ANIZED— FRAME AND COYER,SALSIO it 2 - STAINLESS STEEL SOCKET HEAD SET SCREWS (SET OPPOSITE AND FINISHED FLUSH) OR L -0i CLASS 3' CONCRETE PROPOSED UE" RCP WITH Rod J451a >.,,, Ti (TYR INHOLE WM 2' EP CONE DETAILS & 4, SHEET STI b ROUNDED, RAPE 55 ow Trow r zz a Rcp 5 a WI G l WIN C,J p CONTINUOUS WATER STOP (CS) `3 > CLASS J' CONCEDEA WALL THICKNESS 1}" CLEAR REINFORCING SEEC, LEE PLAN NEW _ 525' rRaASAarccve Li sully W r I i MIN,p4 8AR - P77A( Or 4 E 6" TYPICAL IT" REINFORCEMENT AROUND PIPE TO a 48' FZ TO CL I 111 5^ i �0J5" PL FRAME & Ill BARS 0 6' GO.. J4 BARS BENT DOWN✓ BACK OF AND /MBE DED INTO SIDEWALK THE WALL 12" (Ti PLAN VIEW X 14 BAR - ICAC OF � 7MlCAL 12" MIN REINFORCEMENT AROUND PIPE ALHAMBRA FOUNDRY GAL YAIDT59 FRAME AND COYER ,SAHJO WIN 2 - J" STAINLESS STEEL SOCKET HEAD SET SCREWS (SET OPPOSITE AND FINISHED FRONN OR ECUAL 60' RW PROPOSED 18'RCP WPM NO JOINTS 13" CLEAR CLASS J' 3.67' ')✓,C'sp l2'(7YP.) CONCRETE rearaa vcuw ,,L14` �'/ mxwx Ma[s:Nlr 3ah5�' (f) ON-SITE MANHOLE �� \LV I 9' (E) T8" ON-SITE - STORM DEALT PIPE se �¢ I v� �o IF �P� s ROUNOEO, R=PIP[ ihW' O?� CONTINUOUS WAI£R c''p WALL MLCKNESS STOP (TIP.) ,p4 BARS AT 12" GO, 807H WAYS AN ,4 BARS AT 12" 0..C. BOM WAYS IN CLASS J' WALLS AND BOTTOM OF STRUCTURE WALLS AND BOTTOM OF STRUCTURE CONCRETE l CLE FROM CE OF WALL 2 - J SECTION A -A SECTION A -A (2 AW AR FA ) (2" MIN CLEAR FROM FACE OF WALL) GENERAL All o GENERAL NOTES L ALL CONCRETE SHALL BE CLASS A" AND SHALL BE WITTILY 2-1/2" TO 1, ALL CONCRETE SHALL BE CLASS A" AND SHALL BE W THIN 2-i/2" 70 ADJUSTING NUTS TO BE PGH7ENE0 N 5-1/2" SLUM'. d � 5-1/2' SLUMP. AND STING IN PLACE WHEN m a P(A7E lS !N PROPER POSITION B" i MIN,p4 8AR - P77A( Or 4 E 6" TYPICAL IT" REINFORCEMENT AROUND PIPE TO a 48' FZ TO CL I 111 5^ i �0J5" PL FRAME & Ill BARS 0 6' GO.. J4 BARS BENT DOWN✓ BACK OF AND /MBE DED INTO SIDEWALK THE WALL 12" (Ti PLAN VIEW X 14 BAR - ICAC OF � 7MlCAL 12" MIN REINFORCEMENT AROUND PIPE ALHAMBRA FOUNDRY GAL YAIDT59 FRAME AND COYER ,SAHJO WIN 2 - J" STAINLESS STEEL SOCKET HEAD SET SCREWS (SET OPPOSITE AND FINISHED FRONN OR ECUAL 60' RW PROPOSED 18'RCP WPM NO JOINTS 13" CLEAR CLASS J' 3.67' ')✓,C'sp l2'(7YP.) CONCRETE rearaa vcuw ,,L14` �'/ mxwx Ma[s:Nlr 3ah5�' (f) ON-SITE MANHOLE �� \LV I 9' (E) T8" ON-SITE - STORM DEALT PIPE se �¢ I v� �o IF �P� s ROUNOEO, R=PIP[ ihW' O?� CONTINUOUS WAI£R c''p WALL MLCKNESS STOP (TIP.) ,p4 BARS AT 12" GO, 807H WAYS AN ,4 BARS AT 12" 0..C. BOM WAYS IN CLASS J' WALLS AND BOTTOM OF STRUCTURE WALLS AND BOTTOM OF STRUCTURE CONCRETE l CLE FROM CE OF WALL 2 - J SECTION A -A SECTION A -A (2 AW AR FA ) (2" MIN CLEAR FROM FACE OF WALL) GENERAL All o GENERAL NOTES L ALL CONCRETE SHALL BE CLASS A" AND SHALL BE WITTILY 2-1/2" TO 1, ALL CONCRETE SHALL BE CLASS A" AND SHALL BE W THIN 2-i/2" 70 ADJUSTING NUTS TO BE PGH7ENE0 N 5-1/2" SLUM'. d � 5-1/2' SLUMP. AND STING IN PLACE WHEN m a P(A7E lS !N PROPER POSITION 2. SLAB TO BE POURED MONOLITHIC WIN SIDEWALK WHERE SIDEWALK IS 2 SLAB TO BE POURED MONOLITHIC WPM SIDEWALK WHERE SIDEWALK IS a` g o, N' OR REPLACED : SURFACES OF All fXPC5E0 CCPlCRE7E CO 572UC7E0 ALHAMBRA F CURB ARMOR CONSTRUCTED OR REPIACEO. SURFACES OF ALL EXPOSED CONCRETE ALHAMBRA FOUNDRY CURB ARMOR SHALL MATCH SLOPE FINISH COLOR, AND SCORING S ADJACENT AIRLINE LSA -3911 N7M ANCHORS OR EQUAL SHALL MATCH SLOPE, flNlSW, ITS OR, AND SCORING OF ADJACENT #A -39i1 WIN ANCHORS OR EQUAL CONCREE NORMA[NFORGNG CONCRETE Ti7-6"EXCEPT WHEN' NORMAL STEEL, R--ij" J WALL HORNESS' 7=5'EXCEPT CEN' ' STEEL GUTTER J WALL MCKNESS y- CUTER SEE PLAN lEW H> B FEET 8" SIT PLAN SLE PLAN NEW FLOWIN'E y > 8 FEET 7=8" FLOW[/NF > 8 FEET 7 8" zi L > 8 FEET T=8" _ a CURB CATCH BASIN WALLS SHALL BE INCREASED 8Y 2" MINIMUM /N THICKNESS IF CATCH BASIN WALLS SHALL BE INCREASED BY 2" M/N/MUM /N /NICKNESS if i ..' —� �2" CURB HEIGHT POURED AGAiI✓ T EA2M /N LIEU Gr OLTSIDf FACE FORMS i 2"HEIGHT POSTED AGAINST EARTH A LIEU OF OUTSIDE FACE FORMS U 4. i REAGGRG /C NOT FGHSHED MPN Ham' OR CESS AND L=Y OR LESS 2 4WHI RONFORGNG NOT REQUIRED WHEN H=8' OR LESS AND L=7' OR LESS 2 � WALLS EXC_ ON^ THESE LIMITS SHALL HE REINFORCED Will NO 4 BARS WALLS EXCEEDING MESE LIMITS SHALL BE REINFORCED WM NO. 4 BARSl" X li SUPPORT AT 18" 0 C, BOTH WAYS ALL REINFORGNO SHALL BE NO 4 BARS s AT 18" 06, BOM WAYS ALL ISHNFORGNC SHALL BE N0. 4 BARS 1' 1-1/2' CLEAR OF INSIDE FACE UNLESS OMSWSE SHOWY. 1-1/2" CLEAR OF /NSYDE FACE' UNLESS OTHERWISE SHOWN W!M A' NUTS, .� BOLT HE W 5 ALL EXPOSED METAL PARTS SHALL BE GAC YA/i AFTER FASARH PON. i I 5. ALL EXPOSED METAL PARTS SHALL BE GAL YANIZED AFTER FABRICAAON PROTECTION BAR °n R -i 6. SUPPORT BOLTS SHALL BE INGULLE0 WHEN LENGTH OF OPENING 2 6. SUPPORT BOL IS SHALL BE INSTALLED WHEN LENGTH OF OPENING (SEE NOTE 7) EXCEEDS 510" AND STALL BE SPACED AT NOT MORE THAN 5'0" NO. AND i EXCEEDS 5'0" AND SHALL BE SPACED AT NOT MORE THAN 510" DO. AND 2 W NOT LESS THAN J'0" 0..C. NOT LESS MAN J'0° 0. C. `0 S77RRUP 24' 7 WHEN CURB OPENING EXCEEDS 5-1/2; A PLAIN ROUND STEEL .a'r 7 WIEN CURB OPENING EXCEEDS 5-11, A PLAIN ROUND STEEL R=J" LIPONSTION BAR 1" IN DIAMETER SHALL BE INSTALLED. BAR SHALL BE PROTECil BAR 1"IN DIAMETER SHALL BE INSTALLED. BAR SHALL BE N IMBEDDED 5" A7 EACH END, IMBEDDED 5" A7 EACH END. 8 PIPE SHALL HE AS SF£CLEGO OR AS SPECIES 8Y ME EMOS EER. ME STEEL PLATE 8. PIPE SHALL BE AS SPECIRE0 OR AS DIRECTED BY ME ENGINEER. ME ANGULAR CVT ON PIE PIP£ SHALL BE MADE AS DIRECTED BY THE ANGULAR CUT ON ME PIPE SHALL BE MADE AS DIRECTED BY ME STEEL PLATE DICA R DETAIL ENGINEER DETAIL � 9 ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE 9. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF ME SPEC/RCAT/ONS IN SLED "STANDARD SPEC/F/CAAON$ CIA IF OF SPEC/FICA PONS EN777LE0 STANDARD SPIRTETCAPONS, STATE OF � � CALIFORNIA, OfPARTAIENT OF 1RANSP0RTArl CURRENT &FRONTCALIFORNIA, DEPARTMENT OF TRANSPORTATION", CURRENT EDITION. 1 7F MODIFIED CATCH BASIN DETAIL - OLD RIVER ROAD SOUTH 2 i I MODIFIED CATCH BASIN DETAIL - OLD RIVER ROAD NORTH ME Drax /5 4" T. i MORTAR, DRY BACKED "— SNAILDW z' L'EfP CONE W]lV LAttWINS AW WRYY(G PUN AT SUFFALf YXfR$ AN A YANNIXF YA4YW MS EY(LND MwN NA(IE3' M.4"MFAs ii MAO M M WAIL ARD MIAM MLow MANNA BEIMEQI vms a (aWx xnuts trv(Rx W3T M'M' 9N0 All will ( .YMfASW AYAWIWEARFM Rrz ' MYC'LMMII'rLR nk RW HMFM MY MLY1 11SM REYOtEO M'fWOI MMlSAAO ]III'640YIX W, MWL Bf KASRAED sMWM I wM WxwrupxrA¢ ii P' WCR rz WED I. ML XtlM'94VL LSWMY R( RE AMYGWE42ip15 M IK MrW9 iVifl cvnREn s/ANDATd( 3 mIwoiir fl O-CALWG4A'10. OiPARROIr M WAV91MtrARIN; WAmNr(Rlnov. 1 ALL IOAMD YAWIWEA'W'!S svALL eERSLm WM MrNr sM M AFflNI(ID EWA(. NLp)E' M YY.FW£5 wrsrs YM)AMD AAO X w.RANEDW MRkDW LVMOE a re[ J. F'FGsr AMATWCIDYAWYWE well MAIL w 0.WslA l N ACIXRDAN(t WM ME mvi: S M ASN C-AlA O'WRIff mill 1. 'Id $ wl`llHIXL$ M MWA (Inas uRax Max re"m WMarzrt WALL MLNaD WM T-(4IX' W AaRo(m EWM. s mvW PAO MMLL �sOZI WM A warz fl(WMII£D pMdrO GtlN4N0 As fER.ffCRW AYlMB 6 Rk SlAAOAW .ffEWIG1/kNY fl ALLWWtS EILL W'.WWIN AMN91f0 Wt sRII 1RONf1. 9k]f M21LL BF PRlMY FM9WD iM 9A� ,i PUN Al au r TYPE ' A" MANHOLE WITH SHALLOW CONE 26TH 25 LY SFE DETAIL 'A' �— I ➢" 12/A 2a" mEAR OPLMNc Wy" SECTION A -A 2' PA RE MY (fliFR$ LABEL IZMER' TRAIN' AS Alill BLf A r 1 1/2' SRF DRARIM'C am M /MY£ ZlIeli (.NYn ALL RAAY6 ANO MWFS Mill W r , MAY ISSNIIIW, R&2GIV WARv; AN= NW LS SC.G ANO M-Mror AND WALL HAW A MMAYANLpT M191. CASTINGS SHALL 4YM:cmr A Rd MDIOMWS W ME WZY' AnWs FM NIS Y -RW GSAl ERIN R3l IttW Asx All rzsr aMMWJ, UKIS Na xa ALL FRAMES ANO WW?S SAIL W Mi RM AQMACY W'TV AND MAIL BE MARMFO R M'rs (Rra is IXUi INE sArs I?THAMES AAD 6i6SWG FAWS LR Mf COL£NS %Yl YAWwI(D FM A 9AMM AWE-RCp,'N4 NT &-IwtN R2 RID CASMGS CASA MAIL W MWMYttYCY C(EA4F0 AAO OIlMO Ill N A illA l4 V�FY AMWA(RC WWKYMp M F0.GPorz A MDIECRI£ aWnxc RY NAYEW'YNYRACNMYC GWPANY MLI([ M RIE UIflYR SdX (Y ]HE WwR YA1tlKME MAYS sNAL1 i WE ill IA/pAY05IN YWs MAN 250 POUNDS m i MWL Xf)M( wr(ES5 MAN I10 HMB6a5 MTAME MAN A FW PCIAOS tYAAwWt C01aR5 MIM! NALf A 4]f-APAPIWG 96W R'O: NW£ [M' SpE rliE MACHINED SURFACES 10 12" TAPER I 'OUT FRAME PLAN DETAIL "A" MANHOLE FRAME & COVER DRAINAGE S7 ITME CLASS D' CONCRETE DRAINAGE PIPE CLASS 3' �x 7C0N7#VOGUSfiV8b&*AT5R$W(i PIPE JOINT DETAIL APPROVED BY: ROBERT T. SWANSON DATE R.C.E. NO. 43032 01 Ill S�2SA94 APPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 C77Y RECORDS NO yVy Z o I� O� Q N v o, a i W d � "z m a Z a` g o, w a 2®RRTh -t 0 i HtEfl � Le590N b�°a' � °sd soy 5�Q <S/93N zi I EDF U I � W i I I i 2 III i 2 W I m N h I � � � I 4 3 � O m o 2 �N� 5 � o o h 0 Q � o Z E -- W Q < U U F -I H cag>w OU J c p W 0O =(s^ z Q = o 61-4 m W a LL V l N a h v ti i LL� O