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Home My WebLink AboutRc St Improve Plans 237/1 Thru 242/1 237/1 238/1 239/1 240/1 241/1 242/10 N o� J p� � M 4 EX f6T� GJ?oUN.�' @ � ,J02rH TOP OF GuZo EXIssT. GROUND h NOP TH TOP OF CURS n M N I * 5!o0 � �, � NORTH T.C.sro PROPOGEC NORTH TOP OF Z �1 v 4 i ,/ `` CUk6 P FILt p Dp 6 Ti `� lq gg L. g . EX15T, NORTH ..ECOE OF � s r r V NORTH E.PFA�.IEMENT PROFILE °Lw GENERAL NOTES <0 1, ALL WORK. SHALL BE DopIE IN ACCORDANCE WITH THIS PLAN , -rHtsAN 0aRNAR- li !, r- wo I; TH1= 5TATof c ALIF h=PT; OF -TRANSpoRTATION STANpAR05 I 15PEcs, 2, BENC4 MARK DATA -CMS. CROSS ON 6.9, CORNER OF PCC Hr,1OWALL AT CI ME, CORNER OF BERYL. 67REHT AND NINETEENTH `✓n?EET ELEV, 1527.n4 - Nw 3,. "AT THE COMPLETION 01= PWIVNG,Jp A MATERIALS REFbRT SHALL BF„ zOP05Ep NORTH TOP OF 1550 SL1aMIrrEa To THE sTA'Ce I•.) CALI FOKN [A , Pr_-PAI2.TMENT OP TRAN5- Gi1Rep PROFILE 1 PORTATION L157INC ALL TESTS OF VETEt2MINATIONS COMPUET'ED `v VERJF,1 " A. JF-VALUE., CJBVE rNALY81e ANP SAND EQIJJVAL.ENT OF ACIGRE6ATE BASE, 5. 5TABILIN, OIL CO,J-Ldr AND 51FEVE ANALY9I0 OF A3PNALT 5URFACE, NORTH TC. 4-, "OMPACTIOPJ 7ESTa OF FI,�,SANKMENT CONSTRUCTION TRENCH F3ACKrJ1l, " Wes- CGMPA::TJNC DR16114AL aROtJND, AND ALL 9UG-GQADEES $HALL 13E PERFORMED �,�` lu AT NO CO5TToTIiESTATEOr- CALIF09NIA. A WRITTEN REFORT MITI' THESE COMPACTION TES75 914ALL BE BUSN)ITrED To THE STATE OF cAL(raF_NiA Lu pr [545 17rPA1ZTMENT OP TrzATNzPORTATION FOR APPROVAL P91OR To PLACEMENT 4 OF SASE MATERIALS ANDIOR suRt:ACING , � Ut 5. AT ' HE t�MPLETIdN OP ROLIC7H GRADING A MATERIALS REPORT AND TH - PROPOSSO STRUCTURAL SECTION SHAI-L $E 9u6MITTED I3Y THE PROJECT ENGINEER 'ro THE STAT'C' OF- CALIFORNIA omPARTMENTOF rizAkIs- POATATION FOR REVIEW AND EVALUATION , APPROV/AL_ 5HALL 5E GIVEN ^ WHEN ALL 'STRUCTORA.L_ SECTION KcQUM JREENTS HAVE BT BEEN ME r, I G, TI-I� APPROVAL OF THIS PLAN MOrSs NOT INCLUDE THe 1=�TIMATI EE 1550 N or- RLIA,NrITII~z. r m d� 7, A Pr--IZMIT i-F:OM T44� STATI✓ I?r--PT. OF TRANSPoRTJON WIL.!_ 13E- a`D ^ tZEQWi2Er3 1-g!G?z. TO AN`-( SNCRDACNMr--QT OR GOt,Is7 IZcJ i'; t�N ui WITHIN fLIG•N'r OP WAY - l= �'-- NORTH E,P g, ALL PIPS I INKS OR '5u55TRUC7-UFZES OFANY KING) (AND-TEL.EPHQNE EXlSr. NCdPrK E[?GE _ :. OR POVV_E PnLC-s, WAl'�R MF- T2RS, VAL_Vc1> HYDRANTS r--Tc.) SHOWN -�.__ ' a;z NoT SNL'NN ON THESC pL-Ar,^-s wIT111� THe L I K� tTi , OFTH IS of= I°AVEb1ENT PROFILE `v 1545 DEVELOPMENT OK IN AD.3ACE-N7 AREAS WHRRE' I MP90vEMENT -- WORK 15 To i5r-- i->Owa SHALL P>r_- REN(oVerD OR fZ:E'LOGATap_ AS AT NO GOZT To THa SAN f3C-R•NAF-PI NO c0LF4TYTRAN15l0J27-A- TI(DN De-PAFZTMr-NT) IT zNALLL. F3); TH•L-_ OWNaR� R> sPONsI131L1-fY 10 NOTIFY ALL CONCer,JVG-p, q. WHI-N ASPHAL_7 CONCRE-:T� 1z PLACer) CAN NATIVE SOIL WH (CH 001,45I0TS OF- A IZOCKY MATERIAL- THE 0LII3G9,'AI7E= SHALL 0E PtZt-PAP-eo F3Y RC-MOVItJG ALL (2OGK5 WHICH ;P7J2aTIZufar_- A&o✓e THG SIJDG-I_ADr_- ANr) ALL VOIDS OfZ SHALL a SILL E12 WITH A FI^PEA Rv17Gt7 &AATE-IZIAL OP A gUAl.-1 Y I✓TT TH I— -I H E= N T I - MAT-R 1A L • 10, ADC-4uATE- sTAKEE-`•' SHALL. J3E SF-7 5Y 'THE E-NGINEEF2 TQ _ *i4AP>LE THE- CONTRACTOR -F•O CONSTRUCT THC- WORK To ''- THI= PLAN CuHO!✓s. 15ra0 a " EXIST. PROFILE O ^ ,i EXl5T. 4 'PROFILE EXIST. t __ _ u ii c9 v O � '� Ln IA(�_ W v to V r 155�✓ r N o 1645 hROFII E' 5GAL E EXIST NORi'L:l%4o'; VERT' :"=4' 1540 5 6 7 g 10 11 I'L i3 14 15 o Z 11J Q UJ JI �I H N 2 3' D� J ¢ $E- z UGW Z3ul 4 I¢ I Q c 7 WN> N I N(a' N ti ciC Z' 1 ;� cr) I ,n I n m Z k + x ! a I 61 W Q1� CONS' T. 92 B CUES +� I I + Z W U I +' z � �. U Ya05.245' 155,?.33 Cy' BX_4"GA9 MAIN F L. �� :O JOIN EXrs`r. PAVEMENT w 21 MIN. FEATHER OVERL:AP- PRINTED I S' GUT. r"ER STATE STo. NB -A -_ I r 15 /6 , CONST ALLEY APRON COWST. �l Dr_ -WALK PER. l5' _ 15' CONST: ALLEY APROPi ,ten ''� Q Z PER Sr0 PLAN 125 (MOD rv- STD.f 5.f5l. CO. STD. togTYP>r 13 PEP sr0. PLAN f25 (wa CO. :-,gj zo, J 1548. 1545.84 IZ4DE 7U DRALN TO EXIST, DITGH _ly,�rEXIS =:_ -�- i. EDGE OF FlAVEA4ENT X �\T • h —_SRC - �� a, �R\C o EX5T, rJFZg1N;aGE DI?GH N EXIST re '14T74 ST.— TRANSITION -- -- _ — F--- N Sq 3ro rT-1, -f _ 5f3 E 11 12 _ _ 13 14 C.AP EXIST. A.C.—' i JO1N %CIST. PAVEMENT W ll 2' M/N . FS1 TNER OVERLAP 19 Th ST!Z E E T _ a' TA T E H W Y. FIELD BENC;'I MARK RCNALD MARTIN AND ASSOCIATES, INC. IRLHII FCTS ENGINEERS COMMUNITY PLANNERS CH IY P.C.C.4EA WALLON ATTHI RTH CORNER I 11" 111901I SOULEVIRD COST, MCS/�, t4LIf0RNI4 N111 rxl S9 1= OF F'.HEADWALL AT .NORTHEA•rvT CoF,'N!~R OF BERYL. A14D NINET6E.A'7,P 5Tk,EET E• LEV. J 527. a4 �� CY Bni c Q 7- 74:11 L RPY� E. JdI-INSON R. C.E. 2010 1 DATE r�ARK 5CALE VICINt T Y MAP 32' IE 12' _ 1'7.83' 2:17` CO 4" pcc: EKIST'• PAVEMENT PRATHE:R 'V N. F� TO. PLV,GN 10"t O\ � `STD. PLAN 10q l a VAR1E� �-= 1.00 F.L. ALLEY �:0 CONST `"A;C. APRON OVER _,,A.E3. CON9r. 8, CURB 'IamEe TYPE A2-B Pit- STATE'dF CALIF. DEPT OF TRANS• TYPICAL SECTION NO SCALE awv No. Z31 N. O. NO. REF COUNTY OF SARI BERNARDINO ROAD DEPARTMENT NINETEENTH STREET ROAD NO, ..:,, - nESIGNEO Br DRAWN BY ctKWED BY APPROVED By BETWEEN CA2NEUAN 9T. � BERYL- ST. - FILE NO. .� .....a....... _..._. _...�.._ STATE H1NY- 30 _ suBUItiYEa BY ...�__.,.V c.;e a..•Y4�a1;Niv�NuH''aaan5.__ _ t,n��. INf7�X N� B7 •-fo5 FECOPMENOEO,APPROVEC BY SHEET I of MASI6N7 - APPR GATE AS$T ROAD C011 ION a- NO, DATE CQJN'FY ENGINEER DATE QUANTITY ESTBAATE NO. DE9C1?IPTLON QUANTrN 1 "A.C, PAVING IN/ IWO. 13,690 S.F. 2 SID_-w4Lk'6 21666,91It , 3 A.C. CAPPING 2,¢00 6F 4 42-8 CURS �G!/T PER SraTE S49 NBA 7001 F_ 5 ALLEY APRONS 70r?5,--, REDUCED PLANS 0 1 it I III 2- 3 3 INCHES ON ORIGINAL P-AN- r 0: 0 t GE1v.E,?A1- NOTES 44L "ORK SHALL BE ,W ACC0R0,4NCE JY/7tf TN/5 -' ` "'t -. . _ _. ' -: /'LAN, A/✓rO T�/E C044W-Y OF SAN THE C/" Y OF .PANG'NO CtK'AM'oNG,4 .4/✓G? CA47&,91VS S7.q/V0,9eo5 AND SPEC/F/CA7/OtYS. -" - 2. C'OMPAC7101V 7-:767'5 OP aWS4MKAf.EN7 CON157'4rUCT- {'��- /01j 7i2E-VCH BACKf=/GL COMf'AC7EL7 ORIGIM-ql- - GRoutvt?, 4No ACL SUB»GRAOF.5 SHALL BE - Ar /vO COST 7 THE C17Y OF Rq�vcHO CVCAMOA/GA. A N1R/TT4N kEF'O T �. y 7*H THESE CO,1?-AC7-10/y 7E57,S SHALL 8E ` 5UL'4,e17'TE.'Q M THE C/TY OF eq,'VCI10 APPRp F'qG R&e'O,e 7b PLACEMENT OF BASE ",47 T e/ALS ,41Y01OR SU,eF.gC/NG, i 3, AT r//E COM114 E7'#ON 0,- 14 VI/VG, q "A 17ele/AL 5 SHALL 64E SUBM1'r74%0 TO THE• C/7-Y //VSPECv� 2 4/57'ING ALL TESTS O,L L7E7,6,GM/N.17/P"5 COMP4E7"E'O 70 ✓E,C'/F'Y 514-VE= ANALYSIS AN•O SAND T ECI)UIVALSNT OF AGG&--GATE BASES. t b)S743/4/7'Y OIL COY-r--/V7` ANQ -- ANALY-5IS OF gSPHAL7 SURCAC/MG. _ - � � ¢,,40.:QUATE' ST.4�c'ES SNAGG .6'E SET BY TyE _ E/VF/IJ4.`-k' TO ENA$LE T+WF CONT'eACTO,e 70, C;O/V-TRUC:TNE 7PVOsIZAC TO THE PL,4^/. - GRADES. /1/NEizE CURB W golENT5 A,2E LESS THAN O. SO OF A PE,eCENT 7'HE? - _ - ='- • • ENG/NEE,e SHAL 2 BE C.,gLLEL> 7 VET/EY _.._ 7•HE ELE YA7"/OtV OF CUR16 FORMS F'rti/O, TO - - THE POU,eING OP COreETc . S.ALL PIPELINES, 5US5rRUCTURES, TEL4PI%O//E OR W.g7E,e ME7E'25, VALVES, HYD2gNTS - F,7V- 5POP-W O,e /✓OT .SHOWN ON THESE PG:.4NS - - W/rH11V 7-M LtMITS OF TNl9 DEVS40pAfEAlr OK /N ,ADJACENT gEEg6 WHEPE >rt.{PROVEME^,/7- - /S TO BE PONE SHALL- BE e--"OVc-D O,e = 4£--40CAr--D AS e--QUtZ--0 Ar NO EXPENSE TO _ _ OR STATE. IT ZHALL. C3E 77yE OWN-Flel -- _ _ dEVELOPETc'S F'ESPON6/B/L/TY 7U N07-/1=Y .4L1- AGENC/E5 CONCE2NE43 OP ,4FFECTE0, 41, s/ram l3 /4 /5 /6 /7 /8 1 9 61 » � N e � 4W > BASE x/NE ma� 1 24 CURVE DATA , i n ( w Z d 9 W K u1 (� Z 2 c.r !o m Q / tj Q m { \/� 5 u� i ^I \ i ( In sn Q p tr p Z ( UI F` d ✓ x pri N •! rJ 01 �' .I �1 u; a p 0 M W xi ri Z X' W u yQj ,�i d 0x xf •• P,POPLs,,.0 ,R.�ti z/N� 0 �t WI t V uTv�E F L •. -.... .... —?—+ .,, ,r cy -d-. �iN t zy U 4� - - - , A E TU 95AIN TA EMT VITCH I w ..- hp � , ... ,.— k --•—r �.. 2• as. �� - '� Pk. B_. uC_P. s6wF...E.' ..✓T'$.'._ _...._ "�< '� . —_., __ _ _—. _ — ,_ _. ...__.G �_.. _ .—..._ ._.— , ._ ._ . � K `� _.�._ N� y'�E..— , I � —La. " 't • .�yy4 '< /5t 83.27E , �8 ,., � _ -- EX. E. /p � „� � T- I m43 tt EX CURB AND 24" GUTTERS Q.. � AVEh T.*J' 54,-,SF.`i� 7'.:J'v 1 Y 41 �.(1 Z 6 V �i Ill N o tAt_T�2,treS, (D i J _._ ---- _,a CUNSTRUCT/ON NOTES x Nlm ti *om --- �� /2'___._ /�— CONSTRUCT "r7.C.,% A.B. (57/c�UcTUI2AL SECTiaN TD ��/ �5' 10 �+ �� I'2+-•- -� -/8' 2' BE DETEeAlI NED BfiS45D ON• RESUi.r5 OF R-VALtf 7ESTi. -a-t� 7, I �- �5 4' /5 ✓91 l� Srl?E T y --,�---v_9_-E--_ HIGH/q-��q — 30 -d- � CpNSTRU,::T 8-CURB 49 GUT7"ER (CAL7-2,4N5 .,. . L�/.iE�j'1 � � i 2.ilo � , /+.� OI � ..,yN E L6V. SNO IN/V ✓ \\ ON PRO/ /LE �I_- : �^L i%4/ziE� s / 7 713.5; r,. CtJNS7RUCT "i " P. C.i . SIl3ElilfAGK PER S.a C. T. t� STO, /09 ?YP F'C. G.�y„,f2 P�. ` Y-�-.— � /O GON5T,�tJCT WHEELGt•/AI2 .C:AMf� - - - _ EkY57' PAVEMENT—�-✓�- � `' ° 3 �--•— ,9t'7c/t15T MANi�OLE TO Gk'AD,E _ �9 -- INSTALL ST�E67 7,eEE saw cur z' OiEk/fir/NG•_ 'r 5 fD4t/ER POLE TO HE RELOCATED By 11TflEliS �a N� PAV6'ML�NT.-1Nd .3ALic To A 2 I INSTALL 57,eEET L/GP, 3 PER SO. CAA-.. EDJ5o/`/. APRO/V' / ST.eA/G,YT EDE• GFBATHE,2 F ,L /+/ErvA.c "70 E,/srn/�, 70aC0N57-HUCT ALLEY APRON PER S.8.C.HA 30, /15 l IYOPIREI QT — CaNsr�vC7' CURE -re,41VS/TtoN A,eOUND RETUizIv OlVty. . IV. ; 5 THE SArISFACT/ON OF' THE CITY E/YG/NEE e. /j , /MUTE' : BENCf-/ MA.l�/'� : �/�� RON.glt� MAFi�T/!�/ ry` Af550C.,IN�. APPfr:�r�E"O r' G1iATE: s L7WG, NOa .ALL WOR(t WITHIN THE t,GHT o� �''r ARCr4IITECTUR-5 • rN�/N��r�/nt� _.� » ' C/TY G>. R.aNCHo CUC�1/N�/v G,q f WAY CIF l9rH SreRET SHALL COM- �XISE, c.!cOGIS ON 5OUfHc-,45T COMMUNITY PGANN//v'v `,! Y _ /895 NPWPO27 BLVD, --. -._ .•- TYP/ C.'�1 L S� C 7't t�/�/ .� .. _ _ _ �_z. 7q 2,3 --- PLY YV/TH THe feEgUl/7cMENTS OP Ct?21VLR ` P. }/EAGt^tA rL C05r,4 MES,4, CALL:=. 9ZGZ7 / T' NOT TO 6CA4-9 T//E CAI-1,e0,2NrA 0,EPARTMENT OF AT A'O&T/-IEAS7` •: /,/E2 H P/�O/�E: (7I-4) 833-8yeO f 9 / H TREE -T- Tie.,/✓SROeTAT/bN ENC-COACH B�leYL AMC) ^1N,6 T '-tr.'YTH PLq/V pg_PARED C/ND.517 TH-� svpwiles/o,v OF RECOM/�I�NDEU A9,EN7". 5Ti2EET. � ;� % ;IF aaBs2 G/�1/7q �___ P ' ' .� -(67-A72 H/GHWAY 30 j il'13•i9 ADD LINPEh WEWALK 06AIN5 Q A 5 B. PER M'/T N(Q a �-e,.c. E ST/B RYG 57} PATE 27 o'REV51DN BY 74EPAT/OAt I57 �' p SHcET / F l QUA/YT/ TIES Na. /7`EM QUA�v'7 t T Y I AC / A• 8, 17,550 5. F 2 TYPE .42-8 CURB d GUTTE,e /, 020 L.F. 3 40RCC SICEWALI; 3,524 S.F. 4 eA/SE Al,4jVV .LE 7Z7 6R4OF 3 EA. 5 RE 4<5r,4TE ROW- Ee R04ES SY OTHE,�=- S E` 4 G cONC. ALLEY APIeOAI /,200 5, 7 6"-8' CURB ONAN ONLY 7,e 8/T/ON 3/ L,F 8 INSTALL ST. 4/GH7:5 PE/2 S.C.E. 2 FA• 9 IN5TALL 5T TeE:'E (20'O.C.) 41 EA. /O. WHEELCHA/k .eA/V,- G EAa N° R L T 12.00 9Q°7" 13.8a�' 12,00' D 30 X REDUCED PANS 3 INCHES ON ORIGINAL P-AN MOMMOM ON MEMO a —_No illilwooffiffin Mumma@ EMME ME Emp; IN MENEMENEEME loon—MOMMEM am Ill I MINE -a --- MEMM—= am-- MIM—MMM: —a= 011—M OEM MEN MME ME E M— a= Maim p === l;w-'-4p babsia�iam —W— a-Mm =a- Es a==== Maim -a== ==a= I =N= Mm MEE -MMMM --- M MEMM-- —m- vid- W-4-61 wo, 10 m a== 5--mmmRs" 1-I&EM =UM —M MIMEMME =a= -1 a BE R, =99 a= ==a= -5s= a== M �-ia = W'SM =Mamim -=a= m ==a== a=== =a== mmal='ma ---- -- Maim Mm -am- ===a== __m M- -MM-w- mamimm=== IMIM malms-EM ;== MaMMMMIMMMIMMIN IrSpTg: SOME — 104MMI ==Mm—M a=== MIME, —MMM =Mv�-Ia--- m— MMMm==== -=M=M MMMM=:==MaM:=m MM= 10 . =Mmalmla w§== a==— --- MMMM= am I Em—=—= MEMO-- M = MMMMIMMM====� --- ==:MMaa:Mm -.am M ==MMm = =10MMEMEMMIM --'a— HxMMEffiMMM=:;;�—= =lEMMM Mal —=MMM== ------ M= - 0 Nn W al ell I a oz- a Z =MMM=M== a= am ME = M EM =:ma M a== mo-gMEMMIMMME MEE =a MMISUME-EMM= - ME = =5 MIMMEMEM-WaMl malm -low am_ Ml�'= OEM== MMM = -M -===========MMM=M- I MEN 'i - - ME —Me MES MMMMMM==== =—==a== MMM MMMMM am MEMOMM a=== aliam = a===== MW =IERMEEMMEREM =a==--- ===--== ===== gggial-Sliam MOM MEMNON= 0- MMMMM--= MEMMM== = I ==- -21=1 - MEMEM am-= Ell - m almm =lrl--M a=-== a ==am am Ell: al = M. -am alp-z 2- F-0 ---- ==:cZ -- M. M==== M ------ IMM am= --a-= Mal Z == =a-== =Mmm=m am= =r Ig. ME Z= al MENEM =ISMMmM- --a= am MEEMMEM al Name- a=- aliamm- --K- am IENMMMI SMEM-M-MEM MEE --a= ------ am: =a- ====p gs EMaMila= jm= M ME imam a OEM W.'. w: fC5 TM LA' M- EMOMM-ME I -as ME -1mals 10 WE mmm-=� I ====a== -- wEE Mc= -ON, ME ;_- M =M=M = ---- ==�:Ma= - . w am M MEE - - Mal M M=m MEN M NNIMMEallow -am al 51TE 0— C01Y67-RUC7 A.C.1 XB. (,577,1�-UCTURAL S�-C7-101V 7-o e-- o1y.,?,Fsvz-7,s 0,1::' e-VALUa 7�'S7)- 19TH STBEET SCA46: REET kl) CT 8-CURB V GU7-7---&- (C-AL7-,el1V5 7--KR-- ,qe-8) cc 9-� nlL C01115 TeU < �'z �)- .c CON57RUCT 4" PIC.C. SIDEEWALlk�* , BASELINE RnA� ADUUST iWAIVA104,-- TO 6RADa. tj 1, �17E' SEE CIN OF RAMIRO GLiGAMON6A c "� "2EX15T I'X3' HKLE Lu 11CIRM MAP qi co cr ROMFR ROZ-H TO BE Rj�FLOCA7-EO c-'/ 07-11eRS. L. 6TA14DARD FO?i VETAIL OF UNVER - CoNc. 88NVUIF li (� fli -1 . N, IiT� 510EWALA PhAINAGE STRUCTLIAE, 1- to 41 �j ji COR5TRUCT CALTMAN5 TYPE GO INLET 5TUCTLIBE H =,q' C �,TV 1274-14 WrT4 LOCAL 2 7-y�---AO-SCU�1243eGC17-7-6�e 3 S 7 314-RCIC. sl-�6w4lle 4 -1141S-= M.H.'S TO GZAI��5 5' MI=5 PP BY'OrAWef; 7y�� "A-C.s. RVIDVE eMPLACE A0445 2550 5.F 8 N-A-C.R (Z0000) 3t 4,,Cr 9 CMIECT To EXIST SMAMMIAIN I ZA 10 WW--E4CJYAhC 9AAfc:' I 15A. tl WS7AI-4. 57'OP SIGH I -�A - /a liVSrAl J_ 57-'-aE�-7- L "'qte.<4�e i AFA /3 W57-At-f- 57. 415147r. I EA MSMOA/ ��DAf 8-4-64 W" T 710 81 CS. � -18'GUr, 78 '5-F 16 1,v*-rA1-f- 5T.- -r1ZGC- (ZWO.C.) 14 -=A - tn 10 VEPRE55ION (07 P78-? -) WfTR RICYCLE GPiATE TYPE 2-1-12X 5T[?. 977 - 3-A I ol FiEMOVE AND HEPLACE ACIAS 14 C8)— CO3VS77 24"R-C-P Oj CONNE-CT TO EMT STMH 91 PEI? L,4.0. U. D 67D 1? -Ei90 EY.41' �M MiOIIiE I REPUIDE AOMB V.c r CONSTPVOT WqEELCqAlq qAHP PEA 0ETP 5TD //0. /fo. 7.1 5X. NEW PP. LOCATtON �r 0 7 /-Z, 63 INS 7-A -I/- 67-1?�5--7- ;7D, 57',-,>. No, 7,:Iw, cL EXISTING PP 'LOXIEN RIW -EArY--R A,C. 11V7-0 !Fk1STl1VG 577 111,677ALL STR-=�57- 4/G/-/7-S PER SO. CA4. 1501S0,eV 7-0 S,47'15j=AC7-10,V CA474'1;'A"�5. 141 > G iV WA Y ZO /.9 TH, STREE7 STA7 Fig qv'E8"'w EA15T AO L4"AC/9"Ab MN )i W; ,4 4. tI 2000 9 41t "I S2 z .1 1 —+-- --- hATIVE MAT'L NOTE. REPAVE IBENCH FOR ?A" UP CURVE VATA CM tn o'v WI TH 4AG I v As. 3 A L T 7;n 6EE PETAIL AT LEFT F !!�j In Ln SANV bECONG 35.0 W B06114 24" 55.09'1 35AZ' I Or CONGFUE AN9 ROUNP J L24L, RCP "�.UMRT PIPE EVUS zl� fj CHIP PIPE TO SURFACE 0/ COA,'57-PLA� w I 7-RA N S / 770 IV /-,eQ4 � 6 ' C UR6 4,4 e4 & G U r 7---/? DETAIL A", NO 2 OR 3 &- MATE. wim coNcurt 7-0 8- CURS �' li"S" SU7-7-,Ee A�eOUN�0 CURS CATCH BA51N. SINGLE BUFFILL 0 SuTr�A 3AW CU,' UtIII PAVEKENT' fi" 1N6rA4Z- STA555--7- Teie-- (Zo, a c) : . - eit ANP Bk! A A :�T.KgfiT EVU ir TRENCH ERIC HNNECT PETAIL FEATRE6 NEW At IMTO EXI�TING TO 5AT15FAVIU& V CALTRAN5 INSPECTOR 7- Ylf�:'l C A ;S�E C 770/V /VO 7W eENCH MARK 41='RA'O V"o OA -1,EF c RA��eMO ow(s, /Vo- A�Cr 717) 5CA-,6 l RMA A1?coqz7--=C-rUA.-- ALL WOI?Y< WITkIlAt rH-& RIGIVT CHIS,5-L CROSS 0 SOU -HEAST 0,- I-VAY OF 197-H STRI567- 6H,4t-Z- CORIVE,,�? 0,1 FC=� 14,6A0WAZ-,L COMPLY W17'1-f 7-HE REQUIR4' AT NOR7�V�5,,IST CORMC-R 0,= 85R')'Z- CALrAMS ENORIOAMEAtr rle '�F r 15Z70,54 6 ,0,9RIV17- "0. F-24-77 57A7�E H1G,14P%4Y 30) (SETW49�51V CARIVELIAIV S7.7 4V'8ERY4- sr) VA Tx5 CO3&fMU1WrV 1>l-AN1V11VC- /895 1V,5-W,4'0R7' C0571,4 A,, --=SA CA4/AIq 9Ze.Z7 C17-Y -cNGIHE-5�R IYC-=, /Vo. 23869 /9 TH S -4 r J-c?=c-G T %6 PLAlY 0�e-5,1"�AREO UVD--R 7-14-5 R--- C 0 AWAY ti IVD --z:> 30X REDUCED PLANS 0 1 2- 3 lifil! 3 INCHES ON ORIGINAL P-AN-d- CO3&fMU1WrV 1>l-AN1V11VC- /895 1V,5-W,4'0R7' C0571,4 A,, --=SA CA4/AIq 9Ze.Z7 C17-Y -cNGIHE-5�R IYC-=, /Vo. 23869 /9 TH S -4 r J-c?=c-G T %6 PLAlY 0�e-5,1"�AREO UVD--R 7-14-5 R--- C 0 AWAY ti IVD --z:> 30X REDUCED PLANS 0 1 2- 3 lifil! 3 INCHES ON ORIGINAL P-AN-d- L 31.3 2� 0 cli 91.89il—of-19d Vertical A,_w(ve_ ri/C I. 2%� ./-Existing drainage inlet E (71 LO :> .01 E-4isting ground at to "a 0 0 Existing North flowline Co orth Right-dif-fty Z �N 0 'D o a) 0) + a, + -1.00% W J— --- — — — --- — — — — — — — — — — - 7 +1 jK of _L�,urb to be L1 'construtted OD U, + 0 C 'a IOd Vertical Curve C T u) to U 56 MP cross ulvert > 'r, to Jil/C it? % - ")-- — —_ — im tr ; o — — — — — t- Ib M o) - — 0 W tt -t- ------- — /I I __ . (6 - - 4 t to Ulti ate centerline 4 i� M CD �r tj i ------------- -7 S If T + -::. - +620% ------- - 00/- :t m� !T T 7 :-I� -------------- -4� + -0.2-0% -1495 (Cepterfine) Cq 2: 1--Existing 24" CIAP Exl�>ting centerline L) a) > i FL EWst1rig --...ground,,at. E x I �atl n, - South f low line 0 rq in, 0 -of-Way 2 '1 Riqh 0 1495 (Sout h) Soutt t — — — — — — — — — — — — — — — — — — — — SCALE Horlzonto; Ve,fical 5+00 6+00 4+00 34-00 01-00 14- 00 Remove all AC paving withii si%oded limits indicated. ConnDact Remove existing AC curb native matp�ial to 93% ConsYruct drainage inlet p@r Construct handicappLd ramps per California State Highways ?elative ccmpaction rind replace SEE SHEET I Son Bernardino rounty Standard 110-B Standard Plan Type GO with 4' AC poving. Except FILE NO 119800 connected in line with L) within 27' of centerline of TC 1497 42 < 19ih Street rep 3ce with 5-1/�' 67-66 11- 1496 5 existing 24" CSP : L.1 Curb reiurn U-1 H=3,8' CID AC paving. Feat"her I' over --Existing AC dike to be removed and r- In LO 00 R = 2G' Calif. state Highways Standord r- Do existing AC paving A= 89-42�45" replaced with curb and gutter per 0) 7 R= ?-0, 0 -Construct d0veway approach per q I a Remove existing AC CL existing drainage Inlet 14 -.1 paved drainage swale CL CELL Drawing 129, W=31' '13 /—, R/W T= 19.90, A2-8 6' GF) r- a) a. Existing sewar manhole— V L=31.52! S5.43 �L SonSernc-Aino County Standard t — — - . - - . %4 . ."! Existing PCC headwall �u . . - , I , - — — — — — — — — — — — — — — ": , -, , , e, _ — — — — — — — — — — — — — — — I'll , _, — — — 1:'M_0_ - — — — — — — — — — — — — — --- ��Existing top of AC dike Z 16 2 - 3 (;�C IiP 0 0 S cut and remove exislirig 0 C! 1489.93 01 wcn� 2' feather t-) meet existing E Inlet and replace to match new top to Existing drainnge 1 \--Remove curb of existing drainage 7e inlet P-v .9 03 in + + and re . oce any damaged dike Existing Flowl�ne of cLab q- existing 24" CMP '\�Dver .ve, to e0sting ridge in + cli 0J existing '13" CMP Transition frorri a 1-1/2 [J. existing drainage inlet with an expansion joint. o,, C1. paving from edge of 0 (D both sides. Omit expansion joint from this end of proposed gutter) 0 0 gutter to a Z' gutter a + 0 0 10 04-00 0 0 191h Street curb return 0 9 T R E E-F---- S 19 th Gas valve box riser to be lowered to grade :,.isfing edge of pavement - — — — — — -- — — — — — — — -- - — — — — — — — -- — — — — — — — — Row of 25 Jlyptus trees r R /W 0 r 0 cli Exioting paved re-Idential driveway U.1 LO C 1) R/W 0 R/W 01 a., 6 CL GENERAL NOTES --- AND VICINITY MAP 3:� 33' SEE DRAWING NO Construct curb and gutter SCALE 1% 2d CD .1 7"'1 119800, 67-0-6 LEGEND i ) Indicates existing elevation 2. 2/8/74 DESIGNED pr V krueptr engineering Ll PA & associates ZHEC1 14L civil engineerina - land surveying 568 norih moUntain view� s0e 230 r,�4X 884-2159 son b3rnardinr,, california 92401 SQ,LE Aq -qwm DRAWING N' G-4-123C FIELD BOOK SUBMITTED RECOMMEN per Calif. State Highways 6. ?7' Varies Standard AZ-8 On site grading 1- 1/2'1 �d or flatter (not in Slope contract) 11/4"/ ft Con.Mruct sidewalk Replace I' of AC paving per Son Bernardino Existing pavement 0.46' thick over native County Stan&, d material compacted to e No, 109 Remov of existing AC dike and paving. 95% relative compaction TYPICAI SEC I ON Constru0 curb and gutter as per Calif. State No Scale NO. Highways Standdrd A2-8 WC, COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLAN W. 0. NO. ROAD DEPARTMENT ROA5_N-,, ISH50 19th STREET iT I CHECkCD B%- I APPROVED BY 4� A I ALTA LOMA LD 73 - 0757 LIMITS 96-96 Y__ ASST. COUNTY ENGP, - ROADS DATE m/AppriovED BY 14 'EOUNTY ENGlNEER`___ 11 SHEET I of :oMMISSIorm - Eii.R. DATEI k 30X REDUCED PLANS 0 1 k3 INCHES ON ORIGINIAL P-ANI W I Z G= SrEd o � tyy • CUfJB 11ETUNN � v /00'!/C. '� _v 1,500 LT ExiSTiNc cRoaNa e" �T a N p 1` `g `o V Z 4 ti W FUMA9 T.C: GRADE 32' LT. -( - - - - - - - -t d.2 _ 0 EX15T. 3611C.M.P CA 55 CULVERT �� '----------.- Pf3aP05E0 T.C. G/iIiDE 3Z'tT. • � -.- �, _� qry` EXIST. 25'" C.M.P. U—�._^-- f."/.= 9�20'---- �• ._-Ji' 1490 LT m 1ILTIMA72 dmoz- U o D 4`t0� m p 4 Z m m EX/5T/NG GPfIOE Lg � L /f/Flo P9QF/LE c� SCALE> h'0l31Z. /r''20' ', I D 1 2 '. E Lf ca1sa 15ETu15N oArrz A n GEA161AL NOTES AM TRYST r X6AI E f A 89°`/'? 4-6 N - t !. ALL WO fS 611AZL 6h: MME /N fiZ65,04Nek WITH THESE PZ/IN9 ANO THE C17ANDAM* AAQ) - d 1 - �I T3g64 a k Iv SPEC/fIOA71eN5 Of THE CITY O,F' 11INCIIO GIJCAMaN9A AND CfILIfOANIA 5Ti1TE DIIUS.':ON 0 �2' w � AO' 11 � � EX/5T/NG L!/!f6 Pc GUTTEfj EXISTING .0,160 INLET V I W 4 H/GHWAY9. 1I FX/yr f/lfE� "l e a �I I II II p Iv��j �2. -*W-ET Mf1 f�liEfi9 PEfi ✓/ V 6EANAAD/NO COUNT? 9Tf1NDA `fD N0. 3)3 fiNO 303 -r4 ✓HALL 9 - f3ELOCATE HYOfIwNT I A 0 4/ 33. 7I E.G.13. r/0/N EX/5T/NG G v `�y � rjGALE ° / ' 20' CONSTP�UG'TEL7 AT THE INTEfiSEGTION. j ! S �DEWALff , GUP�6 r]Nd GUTTEfj \ I It y "- EX157 POWER POLE I97d7c�0 E W N NEW LOCgT/ a \ , x GCI`�a 3, COMPACTION 7E579 OP E111bANf514,6NT C01y'671 GT/ON, Tf3ENCH BACf5fW AND All. SUBGPADES 4 I' i EX/5T. 36 ngc 1 SHALL cE .,._F0�ME0 AT N0 C05T TO THE CITY OF lg/1/VG'fIC) CUCA1vi0NGli AM9 A Gt/fi/T%f-'N 1 T. q�' mm + PX/5GUY .PD<« EXIST/NG yIDEWW-15 EX'/yT/NG I \ t \ N '� 1j Cry G' IfEPOf5T cf/ALL 8'9ZI I E ITTEp TO THEGAF NGA -ITY /34A16 IO -XAMLIENGINEE4IMG fJEPT Aol j q�. , I ANO rJNCflDft Td BE f1E/YIOYED 3 f3EMOVE I \ I 1 (� GOAIC. GU/t Its `)q k�' °PPROYAL P/9IOf3 TO PLACEMENT Or 0f16E Mf1ZEf31ALJ AND 01i 9Ufif/1Cl/UG. ELEGT.9.� � r �� flEMOVE 50.OF EX/5�/NG 2'}•"C..GLP ..., -• "i \ i `m'�n' / - I F I 60NOV/T 7� ANO /N9Tr1/L 2�"X'L¢� /B'G.M.P.TEB I t �. Ex.,STIN6 f ,r11*vLIN13 fENCE `} Wf/EN f15?yf1LT GONCffET6 /� PLACED dN NAT/UL Sd;L GYN/GN CONSISTS OP f1 fi0C19Y hlATcii/f1L E 1ST. SEWER M/1N1144GE I o b.t! 1 �� T�iE SUBCif3ADE SHALL B6 f'r3EPAf1E0 6Y 13EMOUlNG All, .�50Cfs5 17/fI/Cf1 Pl 64;r &0E AB4 —r- THE l CJ t-- ---�--------- -- -`-- INSTALL NEW 114ANhOGE FRAME SUBGRADE ANO ALL UO/Dy 0/5 OEPf�E59lON5 9 ALL 5E FILLED Wlril A "INE 61511,0E .H117Z7A/r9L _ t ---- - - t-= - -L ^--- EXIST. A.C. 5F_/3M '- ` - AID' COYER ALHAMBftA FOUNJI3Y 6 I _- --------- _- 0� fl (Uf1L/TY BETTEFf Th:AA; r E /N�TALc 47 ELecr. ------------- ----- --- _�-_ _---_ THE NAIVE .v,.9TERlhL. 2 EXISTING CURES & 6UTTEf3 �. X�5T1NG OVA/Nf1GE i.^.'LET !I AT COMFLETION G,c PA�IN6, A MATEft/r}L5 3EPO.FsT 9H4Z.L M 91145&ITTED TO TI1E COWAACT& m `qp hm T EtE M00IF/ED, SEE DETAIL. r0 t ftEMOVEO, ti, /✓ BE MOD/f/ED AR,OE).?IL m{ ENG/NEE/y OF iNE CITY OP fS1lNCH0 CUCAMOMOA EW61MEEF51M DEPT. uSr/NG ALL TEST OP o q7 qy. m I I DETe6M//:lAT/ON5 COMPLETED 70 VEIBIFY. (A) 5- VALUE , 9/EVE ANALY915 AND ANO EQUIVALENT iF l r I 9GGfif6A; L- 64! E0 Cb) 5TA,91G/TY, 411- CONTENT /'VD 5MVE AMUV,915 Of ASPhALT 91141W/M, e a A PEf;M/T WILL BE r3tgU/iSED 1"67m THE arr OF f A v61 O CUG'IMaW AND ME CAVA013N1A STATE 1116/1WAY DEFT. PM/M TO ANY ENCf3146CH1 SENT OF C0N57i3U67I0N 141/7-IIIN W + I EX/yT/NG 3G" C;M.P. TMIEIA EAb5514EN7 0/3 PIGI/T-OF GYAYS, �( Ql(/Pi I V k b I Gl.055 G!/LVEf T r Z' t 7. h1 L. L.4,rElwl CUTS IA/ GITY 10,41NX/9/NED ,3DADGYAYar SHALL 3E TE6TE0 TO ✓Eft/FY 0,ENf-b'1 ITION m li✓ NEW 5' y(�'� �� I o • n I 11' t : + BAgs A OEPT.H TO 90% fiELAT/�/E COMP/1CTIC,i i /f•C) AT 1/A/3YING OEPlHra TO WITHIN 0.5 0f G14,91NG PLANE o pG'TP� +_ /NT 5T WALL AND T.�lE TOP 0.5' SHALL BE DE6v`;/PIED TO 95I �4 I I • 06 T114 T Z � EXISTING WALL N. , Xpp �p PCr m N r MEMOVE CaA,5 MAMA!MAMA!OF EX/9T. INLETS AND FSE, ONST/iUCT 6 fAll.GONG/vUDINAL CUTE SHALL FjE TESTED IN f1CCOftDANC, W/TH TfrE SfEG/PIED LI2JIT9 f1,NL. • pp e 6 / kMLL TO 5'//PP ji- NEW M/JNf/OLE F554ME AND COVER. rf3EQUENC1A5 OUTLINED /N SECT/ON 6 OF THE ra .V BEf$NA5D.N0 COUNTY ✓Tf1ND/J%fD5 A/VO , TAT_ H16 f%GVA / -3O> CONST. ofiA/NAGf. INLET PEfi �_ ,ry fSEMOVE EX/raT• Fflr1ME ANO G/fATE SPEG/F/CIITIDNS. NQT,� 4j • L= CAL/.�OfSN/,9 STATE H/GHW4Y5 � STANDAAO PL RN 0-7-f (y �iGG ELEGTP/CAL WdtSfS SHALL CONFORM TO THE TYPE CAD. `� n b., I 4"-' 9 /3ENC// /,'AF3,e' S,/3. G"O. 8-32--A51.3.9S5 L-7/5/C 7-E9P 50//TC957" /?ETUFd/N/ qr ��ATE 6TANDAf3D SPEG/FIGAT/©ND DATED t1iJNUf7f3Y' G_— 3 EXIST. PAVEMENT. /v'TER5ECT/O/✓ 0,r /9Ty STR6C-7- 4,V4? /3G 3YG AVE, / ¢/' C-AST o� � F3Cf3YL 9YE'. � 1979 AND STATE 6TAM9Vi,)D PLAiVS DATED MARCH 22" 50, OF /9 �� STR. ELE!/ /525? 702 -) 3eA4,0D&L TOP Or` EXIST. CATell BAEiN I%77 d j. A1W �` f?1rd I i'— I 1 Td SdPPOr r 11SW A11WIM6 FRAME MA16T)'311CMIN / �N/%7ES k�10 I I I ( •n GONNEGTd/j PIPE `t/ ��" I I EX15T- AWAINAG.� /NL6T 57MIM,41E l�—CONS% `f,, 9.C. OVEf� (d BASF 27' x f 3d"LONG.) /G l�R. t I \ (� p„ G' I �T (Id BE /YIOD/FIcO AT TOP) l-CONST. ^URB & GUTTEfi f Efi CAL/R STATE H/GH6AY5 STO. f72-f3 (6 "C•1 3O- C01Vr 5/OB(/✓ALI5 -EA 5.6, 60, STD, M'7. 25 ., •, e. : e • . � J I I (D--CAv-,* 9lDEWALIi Rf1M/7 PEff S•fi CO. 570. I10'o, t 5 CONS?. Oft/UEGVAY APPfJOACH PEfi Ci.A C.O. STD NO. 129 + _gEMOYE EX/5T. CU/3B, ©--60N5T 4111*16-- /ML )- °M C/LIF. STATE h1611&1Y9 y7-/,7. GO. GC/TTEfj .AND SIDEWALf3 �' GO,VNcGT /$" G:rj.P. LVTO EXIST. GVGET C5TJ(j6TGf3E, O-1N5TALL IB"C.M.P. STORM DRAIN GD.tiNEGTOfS f/PE. ti 3 DRA/NATA ME !N[ET DE/G:S a -r EX/5i PflVEMENT Y:fG�C�;Ei1E/g� ING. Fi$OOit ��F0 NO ll C/TY O= `.J 2' A.C. PEATHEfi � ST/SEET PLAN ANO P/�0/'/LE t C/liL ENG/NEFNG - --_ i9AiW110 iC1/CA-414QNGf) p DESIGNED DY DRAWN GY CNECItEC GY PDR` fVCt i APPROVED BY 1 _. R/sawN aftaWl✓ w.u.,>7. /9 TH7,31T TYPICAL 9ECT/4N - 19 TH ra,55EET r26-7. 'r .' � v�' r FILE N3 STA: 0f4 7 TO STA. 2t58.0L' DATE W.rJJ M EEYE/f t14,E 2?.C>d2 -�.�- -- �,ti,_._ suoa,ttcD eY�- _.,- rat STA. DfjA00.00 TO . 2t:58.00 E _ RECOMMENDED V APPPyiVi!' RY p NO SCALE 35e4• GENTf3AL AVENUE ff/VEftSIDE� C�1UfGRN/A • _ �' `1 "`-"" /J Co87'$300 14RK REVISION _.._ PPR 7 _ . - ff' -� SHEET t w, s -a � E A DA E atE c/ry ct EEq Is.cE. 2368 DATE a K W.a 3©X REDUCED PLANS 0. i tLLI_E ]_! 1 t I j 3 INCHES ON ORIGINAL_ PLAN-J "I N z, I yt)), 4. 'y /,y _11VrC Me.,v Lt FS. 1490 1490 so' ]�, I '� �� I I "o -4'1 J V, 'PLAN SCALE 2 ,10'_ 27' =40 44 ZrI co ), ro ip -U to FOR REL0C4r10A1 rRAFj11C SIGMAL LE rA: 8, SeE �-IZE NO, .97-99 ARCWBALD ...... A VENUE SEE DETA/1- PE o? --FeaMer Yo)Jol� 2'over e-x;st. A.C. rq FILE IVO. 97- .9, 10 12 V AV, 07 060606 17, 20, 0-1 ki r1D 9 '1 � / 0) V) try 0 Z3 4A V ^41R - �; -� 1,&4ST CL1,78 Gj DA,,q CJR Viff &4 �IkCORV� 581� 4. " �4 ,, A= 43 t, P=2,964 A= 6*4) 40 1 4-,z� I bi lza-m, L 74.96' �Rz3000 L=350.5E 7" 175.4 6 /3' 2 7' 1054,IL_l 5 CURB IPTM. C111M.PTA1. �018170�V� C1JR8 19TR c C'1' E, al 4 8 9 44 3.5.q 6=7517S�90" A =87 4=04'1938" ?= 30 R=20 A1=20 Rz,�O R = 0'.9 =J6.98' L =,16.18, L z 3715 L = 30.42' L z3?.93' = "3.86, T= ?5.35 T=26.74' T= IF-02' T= 2/.57' 5EE FX MO. 97- 5 5 S 33' 1 - 17'01- YarleS .36 1 14, 1 Id � —3.5' �-- 0, 1 - 'Ve W -eether 'Over ak?�;f, 0114' —1 % ANORL.45L fil/ EA(GIA&EZA.110 CO FIELD BOOK L e V, 50 e �5 81 0 M P14 R, k' A VE. 0 0 /0 JO;.17-1-1 POM01VA, CIAMIF (M)623' Ae. Peiemen� TYPICAI- 7'/&A/ L APC918,41� D AVENUE gise eaSt CUrb M G&VER.4L N074W .411 wank shall be done 11'2eccoroance wilh these plans &�7d the San 5ernai ol�o County 51andards and Sperifi&afffivs and ffie Sfate Dept. of Tr4n,5p. Specs, Lo, getic4 Mark Dale :,64-NC1-1N,4R1,(N0. &-e3) EW1496,322 (r4'P.- oescrl,6tl�o seeselom) 3. Vreel marker per Sa/7 Bernaro'lho C:,unl 7d q Sh - No. 303 a/ 303 -A S;Wl be constrac/ed a/ the 4, Compaclion �es�s of �,177bankme!?� cons1ruciloo, trench backfill, compacb�g orioi�al gravl7o.1, dl7ol d1l svb -grades shall be performed at no cost to Sal, Bernardl;7o CozInly. 4 wr;tlen repor� wilh these compacllbo lesls shall be �,Tjbm;lfed �r Me Co,?4-act5 kllnl�i�lrall�17 Dl�ision f the Coilaiy Road" Deparlrnen� for �6,oprovdl, prior to placemer,, oil bese Ma�erl;51,5 Rqe�llvr 50r/acil7g. 5, 41 �17e Colnpl,-�Ioy7 of 1-6,Llgh a ma�erl�IS report 6,'20' 117e proposed s1raclare/ secfion shall be sablwHed by the Deve1qp&r!s 4`nql�eei lo �he gection of Sa/7 geroarollbo Co41171y 0,osd DeparYmen� for revl�w and evaltla�lbn. 4,oprovdl w111 be g1ven wheI7 all slrac�aral sec,11�17 reqa�rexenls have been me�. 6, 411 Naler, sewer, and gas malolr and la�erals, shall be consirtleled prl�r . to 0 a IlIng. 7 ';41 lhe nomplefi�o ofpayi:,?g, 3 lnalerl�Js repor� shall be submiHed to the Con7�ac�5 &91�eer o7l San 3ernaroll,�o Cozialy RodoDeol. . 11sli;7g d1l tests Or C/e/er/77/�73�/,�/75 xmple;4ed to pe�h'y , (d) 19-11,714�e, Slek'C dn.71y5iS anol 5anol eqzlivale,,7� of eggregal'e bases. (b) Vabill'1q, oil content ?no' sieie 3n4lysis of dSpha# 541rf&�,'_7- If asphaff concre�e /� )o he p/aced ,4irecily an subgraole, a SOY ster;4:7.,; 'fered by the ERA for 41se vnder.4.C. and PC,C shall be zinl�`Orm�t regls appll&o' at Me manufachlrer's recommendeorale for the full pavernenf wi�21M prior k paving. 9. A permd from Calif. Dep�. of Transpor�a6on ?,,7d Coanty 7,ansportatio'? Dept ,orlbr to any encroachmerl' or cons�rucHon wA;a their right of way. /0. 411plL7e ll�es or subs�rut,-kres of any A-In*ol (and �elephcne or power poles, Wd�Cr me�ers, YalVeS, hydrdt7IS, efc. ' ) shown or not showi2 on these plans will7h? the /;�ni�S 0 f Ibis de ve lopm en � or In' adjaCel)� areas Where jMproveinen� Wori, Y� to Lc done shall be removeo'or reloc8leol as requir'ed a� no cos� to fhe San Bernarcll�c Co 4112iy T1,d12sporidAl�n Deparimen�; # Shall be Me ow:neis y lo nohig all agenc.4- ncerneol. CONSTRUCTION AJOTL.*-., eEIVCH 44ARK A10. 8-29 @--Cons4 4.0 Pavement Per General Aoiz #6 0,5 mile Ea.0 along 49,rVS,' from Const AC Berm Per 5td.-#- 117 kchX6alo.4,ye.. 356'1V71-1h Le 18;W Const RC. C. Curb 6aHer Per State 5fd #,42-8 St 0/7 the �4 CliYa Of �Ve,-177OSa consA PC C. Carb Guffer Per Silo' *//5 4i-e. (7el.-17er *e) 17.5'Alest af Z Consf i?C.C. Sfdetialk Per Std. *,*/05 Ilermo-,-? 4w. /'-1 o;r �oe of @—Const RC.C. RdMpl Per Std. #//,9 Mool Soalh wd,11 (2)—Ins�all Barricade Pei-- Std#395�305A (&1w/de �4oeep), (Z�— 117siall Post fiwAh 9e.,'1ec,`or Type W-,PJ Per Std, 4-306 20 01c Vax Id6s. 322 (E�—/,75/d// ?d "RC P - 2000 0 @0)— h73;�aJl Guide Marker Per Std, * 304 @— Cuns�. Temporary 3"A.0 Pdvement @�--Consf. PC.C, Cross Gotter PerTt., A�115 6 1 ___ J, 30 CC) 1 SEC TION A -A See 5td, 206 C-Pb 0,08121�_q Details Cons;lrzictlon lVote-s REF COUNTY OF SAN 9ERMAR04410 ROAD DEPAR."IrMENT 11717N Wh AACRCO GY APPROvEV ijY S08MOTED BY_ t�E EVISIONS A�ST ROAD MMISSIONMl iSR DAVE f 11-1111D A VQW15 Ul /87H IAIDEX M49 STRE'E'r IMPROVENT PLAIV AiYCP18ALD AVEiVVE 1NDZ-X S7-66 k D"'Ic., No, L-:% Z. W 0 NO ROAD NO 127150 -F1 7 No i 67 �z N 0 30X REDUCED PLANS F -3 INCHES ON ORIGINAL rLAN-� Z&