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Ell SHALL 8E D01'/E /!'/ ACCORDANCE W/TH THESE PLANS, THE C/7r' OF �/. ALL UlORK � /� �/� //Y/ ���fAIC&r FOR /� � � �/'ti/i� RA/ICHO CUCA110NGA STANDARDS AND THE STA//DARD SPECIFICATIONS PUBLIC WORAS CONSTRUCT/ON-CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR W/TH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANAli Am Am Immomm - AdW DARDS AND SPECIFICATIONS. Ami 4 EXigAl7g 5,WYey 1Wd 7u/Ve/7fa1idr/ 2. ALL PIPELINES OR SUBSTRUCTURES OF ANS' 1<7N0, TELEPHONE OR POWER POLES x FIRE H-'DRANTS, ETC. SHOWN ON THESE PLANS WITH- �a �erfif /hafl have /`a/er�rifiec/ a!/.SUrYey rt�or�urr�errf5 of V EVES, � 9 y WATER METERS, A IN THE R/CHT-OF-WAS' L/M/TS OR /N ADL/ACENT AREAS WHERE IMPROVEMENT A pr& record fhdl could be dis/vrbe��blv fh/� �'�'J�'�f. /a/ 5'�tra/ or�urrl r/5 wORK IS TD BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED /N PLACE _,_. , yvhich Curren/ axis{ rr/ The �"/e%l are�'ha�l/i? o� �`�ese ,r�/ar�� �i AS REQU/RED AT NO COST TO THE C/TS�' OF RANCHO CUCA7ti;0NGA. are a/eseribec/ a5 fol%w5 = "None" Q Q Q G WORK ON THIS PROJECT SHALL FAMILIARIZE HIM- 3, 2/�',/Ez' ,�1--- j- Ig 7-11 3, ANS•' CONTRACTOR PER FORM/NNew SELF W/TH THE S/TE AND SHALL BE SOLELfl RESPONSIBLE FOR ANS•' DAMAGE TO '�'T�'U RECTLS' FROM HIS OPER- �a kerl/1E�/7 /�.Li/?Y!//c= /P C. , 24�0D ST.�'E-T c� EX/STING FACI L/T/ES RESULTING D/RECTLS' OR /NO/ 9A �/ P71 _ AT/DNS WHETHER OR NOT SUCH FAC/L/T/ES ARE SHOWN ON THESE PLANS. $ M THE C/7 it OF RANCHO CUC AMONGA ENGIN- EERING FRO 4. A PERM,/ T SHALL BE O T EER/NG DEPARTMENT PR/OR TO CONSTRUCT/ON. Cc � ,;' 5. CONSTRUCTION STAK/NG WILL BE PROVIDED BS' THE G/TS' OF R ANCHD CUCA- �x�.��T IWONGA AT THE CITS''S EXPENSE. STAKES WILL BE PROVIDED AS REQUESTED BS' ONTRACTOR AT NO MORE THAN 50-FOOT INTERVALS SUBJECT TO THE APP- THE C � �-0�� � �� Q ROYAL OF THE ENGI NEER. CONSTRUCT/ON STAKES AND PO/NTS UNNECESSAR/LS' WILL BE RESET AT THE CDN- c .�: � .r�'` REMOVED OR DEESTROS'ED BS' THE CONTRACTOR �f•'OT�//GG �' /'/-� 7-RAG7-ORS EXPENSE. G. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTIL/ S' LATERALS MAINS OR CROs-5/NGS SHALL BE CONSTRUCTED PR/OR 7-0 PAVING. W 7. COMPACTION TESTS OF ALL FILL, COMPACTED ORIGINAL GROUND AND SUBGRADES SUCCESSFUL MF4FT N . _ C/TS'S EXPENSE. UN SHALL BE PROVIDED BS' THE G/TS' AT THEcSJr7� E Q COMPACT/ON TESTS SHALL BE PAID FOR BS' THE CONTRACTOR. CONTRACTOR ]� SHALL NOT PLACE BASE MATER/ALS AND/OR SURFAC111G W/TROUT PR/OR NOT/- FIC4TION OF S&C(3E5SF&L COMPACT/ON TEST BSv THE CITK - A �G��0� ,yam' ' ',�9 • �. AT THE COMPLET/ON OF PAV/NG, A MATER/ALS REPORT SHALL BE SUBM/TIED - - TO THE CITS' ENG/NEER L/ST/NG ALL TESTS OR DETERMINATIONS COMPLETED 1 TD VER/FS' STAB/LITS', OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TD INSTALLATION OF ANSI PAV/NG, A MATER/ALS REPORT SHALL BE A1167/&`T SUBM/TTED TO THE C/T�' ENGINEER L/STING ALL TESTS OR OETERMINAT/ONS COMPLETED TO VER/FS' R-VAL UE, S/EVE ANALS'5IS AND SAND EQU/VALENT BSE. a. 7i /1//4. 4 OF AGGREGATE A /SEE . I^ � r15tr'llCf/OI7 /VD e5 Esf!/�ra7`e ©-cQtrer7fifie5 32 Co/75. drive a ptvach er Cil 5'fd I'/ar�et/o. !D/-T e� (w=3 435�'.F. VEMEENT Cons{ ' f' GiP•5fd.�f'/An r{//o./D3 yP 2 8�2�• /D. PAV/Nfi SHALL BE PERFORMED /N ACCORDANCE w/TH R VALUE AND PA �`e ° TESTS TAKEN TO DETER M/NE STRUCTURAL SECT/DN PR/DR TO FINAL PLAN , `V 33 sirlev►�alk per , , , , 3¢ Caret Masonry refai��n�y Iva//Per G'if �5.�d X04 firrrshed liri�fi fiver�C'ock' Veneer � l�S G.�" APPROVAL). =1®G� e u b u//e and rive roa.Gh r G• .5C•9��E/ �� /nate. ex. C r Q�dla r' /1PP �o IQE./'/TrOv�. PX- r+efaini/1 wall 219 1.)r. //. WHEN IMPROVEMENTS ARE TD' BE PLACED ON NAT/VE SOIL WH/CH DONS/STS / /� g E SUBGRADE SHALL BE PREPARED 8S' REMOV/NG ALL .. � -,��"•ShrET N 3y Rerrrove ex. 5ro'eWa7� ��4fJ SwF.' OF ROGkS' MATER/AL, TH C PROTRUDE ABOVE THE SUBGRADE AND ALL VO/OS OR DEPRESS/ONS 38 Relacafe ex.,str'�ef/9hf {'torr/ ,5'fa, 36491 fo ..�fa. 37'ffo�"' l �Q• RDGkS WHICH 6'NT NO. SHALL BE FILLED W/TH A FINE GRADE MATERIAL OF A QUAL/TSS BETTER THAN 9 ConS�: curbsi�/e �rairT 4v//f perCi¢r✓�"fd THE NAT/VE MATERIAL. �--Gond. corb5•i�/e drain eatlef aper 6l v 5fd, P/Q,ry Np. hD7-6 /Ea Access R v 3a /o be h'ecorn7`rvcfed oar Cr'y.5'fc�! G'lar//�a, /42 2 Via. E�G�UE 42 Z"nsfa//.S'tree/ Trees LQyersfroern�a�Irr�ica- avrei Muskogee scrape Rlvl- `/e/lybr��,z r /2. /F THE ASPHALT CONCRETE /S TO BE PLACED ON S&BGRADE, A SO/LS STERI LAN7- ...�1 ' `p•�° REG/STEREO BS' THE E,P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UN/ G'.�9 T/ 1 or? ,yarn//fort .sf,and f'�atar/us AcerIfo%a�Londor7 f'/tee Tree Jrr//erwa., .Ave c/Sl4/. 2Q O.C. 27Ea, APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL FORMES' APP 643)-ii�4// 4"i`?l/C. Drain ��e 7`�ir'ovgh Curb PAVEMENT WIDTH PR/OR TO PAVING. AIRIAI /3. EST/MATE OF QUANT/T/ES /S PROVIDED BS1 THE ENGINEER ONLS' FOR THE CONVEN/ENCEE OF THE C/TS'. THE CONTRACTOR SHALL MAKE HIS OWN DETERM/N- F,Y vqp/E5NOW WINo 95 AT/ON OF CONSTRUCT/ON QUAN7-17BEFORE SUBM/7T/NG A B/D. ANSA 2 32' /2' WORK REQU/RED BS' THESE PLANS WH/CH /S NOT SPEC/F/CALLS' �PVVEX Ot 17-EM OF aNT. /VCS L157-EO IN THE EST/MATE OF QUANT/TIES SHALL BE CONSIDERED AS INCLUDED EX. //gk'!ES /7' TO 25' �. ' /N THE "OTHER /TEIt OF WORK". ,/. l TLE 5#EET, /VOTE, ET.41Z __j` TY,�/G'�4 T/C�/i/ CO,Uv'T ,5 .9.C. /-.91�E/-1�'.�/T OG'�.P .•�-•� �•�-f3 s 5 ,�? s9 B /4. STREET SIGNS PER CITS' OF RANCHO CUGAMDNGA STANDARD NUMBERS 40/ AND '-4--.. ,, 2` ' T T f „ 402 SHALL BE CONSTRUCTED AT EACH INTERSECT/ON. ' --� �'� �'��'�"� 2 G'1..�,�/v�-'T 8 �'G'.G' G'U�'f� G►'UTTEiP �'�.P' G'%qL' TiF'�9Nar' �'T/`? •��'�' O./O' /5, ERRORS 4ND/0R OMM/SS/ONS DISCOVERED /N THE PLANS DUR/NG CONSTRUCT/ON Q :t /,I 3p ,r.� ,pjuQ ,q ,q`/, N,�/,�- 7',Q. 93 4-00 70 ,�T t O THE ENG/NEER FOR DONS/DEBAT/oN, � SHALL BE PRDMPTLS' REF-ORTED T /�� T- /Tj'-'' Ora" .9,f/C. /G� ° CORRECT/ON AND DIRECTION PRIOR TO FURTHER CONSTRUCTION. 2�fa H ll N TSP E' 5rX f V-CSD T� M. -A C .�r T, �..�D�.��UTT�.� �.a�ari� � SHALL BE IN A NEAT, CLEAN, HAZARD `�''" STREETS '•z a - �!M/ � / WORK SITE AND EXTER/OR !V RO&GHOUT CONSTRUCT/ON. SITE SHALL BE CLEANED "` _ RLS' STATE TH O T / f to ��,9Ty/�,r-7G° O!�ZA":' FREE e ORDS _ R T v rA 7 TH E /N5F'ECTOR. - �• - a. . � � til/C TQ�1! �'T �o,�rrsT �� �,qcK� ,��-,�c�,�� ,T.� m UPON REQUEST O ���� `..� CO.C/a'T. �1' �C ��"�P�� iP/'/T�'' ,�" .9�f/C.�iC.� �•'C/C'.9/�D La'�9 . /7. CONTACT ALL UT/L/T�' COMPANIES AS REQ&/RED, 48 HOURS PR/OR TO EXCA- ! 7`' ! `,4 y ,D,ET411. ,�/`� ` /` VAT/ON. PROVIDED FOR CONVENIENCE ARE THE FOLLOW/NG: 9 l.�,C/ST. /2 P.G'� Cl/�'f� C�'UTTE�' • CD.US'T /..�•P/!/�'G/.9f''.9i'/�'•PD�G'•��'�•P C.'®. Gain .E?.99iC/G'.yG� A. SAN GABR/EL VALLES' MUN/C/PAL WATER D/STR/CT G'�C//,�C/ ' .�'TiP�/�I� /�C�iiC/� UC.9�1D.r%/O.9,S''T/..7. Z-21Fa 1W, 969 5 &/ ,(i;'Ym=Tah'.�S Sf10�//V FOR BASELINE ROAD CONSTRUCTION CC>•l/vT. CD.(/C. /3Gc ,�'l/.9GG /'ESP G'/Tl-'D,�'^F'.9.,C%/C.�G�' MR. 808 STALL/NGS 2/3) 9G9-27/8 TA. 10-.A 0a ?p X4. /3 7410 T �'T � Tom' Q) T'.4 /0 00 T�' T I.� � �Tr...�. /�,�� ,vc� 8�� ,�,q ,�D ,r,� B. GENERAL TELEPHONE 80D) 422-4/32 rt/T. �: EG OCi9TE 'T. �'Oc„r.1iP./C'OGE FOR UNDERGROUND SERV/CE (71d) 983-/8// G. SOUTHERN CALIFORNIA GAS GOMPANS' 800) 422-4/32 eel000lgJ 0,el-5 ,q, c, O,!/�i�' G?.�g'.�i'U�C.PEfaATE 155 ,SOUTH "Gu STREET l7/4) 884-94// ��/� 5.,p�/il/ C X,19T Co'O°9°9 C'c!/77Ei�' , 'ia39�//�iE�E�:' •�'• C'/Ty' G?/�"�.9rf/c'.'•�D SAN BERNARDINO, CA. 924/7 /V.�P/GV ' S' 33` C4G'�'/yl'�(/�•4 .5'T/? '. rC/G� 2O �� �'� ' D. CUCAMONGA G0&/v73-/ WATER DISTRICT (7/4) 987-259/ EX !/RSP/Ev //' 22' 22' 9G4I SAN BERNARDINO ROAD O'TO6' EX. JIWIE5' 177-0 27' 2" RANCHO C&CAMONGA, CA. 9/730 41 10 -'--- __...� E"X/5TH. 37 5' C®.!/,9TH CD•l/C. ,�OC.�'e.'c%9GG /'�"•P G/T-' Dry"�.9 GSD 2, 71a) 593-7../7.� Gk'D. WATER DISTRICT ~-�,,., 1 E.t'/aT. //til�k'D!/�iYIE/VTa PE.P T.�P, T%7 /..�iPv'�C/� 8/2 (i��--.9.9 v�'y®l J,C/,�i�/.(//vi��/�Gcl/T.S/�'/l��iP �'l.••�.t`'' E. METRDPDL/TAN AT P.O. BOX 54153 YE•UEu�i�' S ANGELES, cA. 90054 CD,C/�T•PC/CT b'7.PEET LO A ' 1 .5'` °>,t5OD L�//yE.1/5' < ',8 C.9:• Pd.f r c'oord.B peve% er F. SOUTHERN CALIFORNIA EDISON COMPANS' (71d) 93G-58GI 1 �14 �.�.. ,��� �1 CD,U.9T.PUc°T,S'T,PE�"T />/Ury Y•9 D _ _. _._. 2885 FOOTHILL BLVD. Z ;/MIN I a . o irL• �� 2�v"Gtr U/'-15X1 ' t v o mets 1 SAN BERNARD/NO, CA. 924// 4 20/p �''��° `20 0 _� C� _ Q :`o: •�'� Co.U�T,PUGT,9r,�EE"T L/�//7=,�//�.�/�,(��sb'U/PE� 5'o/�/Ury . l 7/4) 9<97-2225 2� 3 .;� ,� „� S,SQD z L//JEiC/y�"' ( � XOR / E" TU Tiy,E BY T S) G. D.c.A. CABLE ,: �`"',�, l� ` '� '' - , CO�t/�t/E'CT CU�S'Tom,5c IV.4reW 6'fl vlC'E /'/�'EL rt/ c a . 9155 ARCH/BALO AVE. SUITE #302 ,• 4 1 M,X ga,�>•:. ,,, O C&CAMONGA, GA. 9/730 2 c RANCH 2 !6 `. 4 /�E'r917E/c''-C'U1- fi•9/c'/E'�5' �"/c�Oif/I IJOQ ,�T C�UTT,En Z/P" TO O.DD' y 1 ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO DOING ANY WORK L/�t�l/T`S `5'f�o'G�//t/ ON /'L'�I�t/`S' 8. E Q l f E 'L �E!c' G/TY 3 t E" TY WITHIN THE STATE HIGHWAY Y RIGHT F WAY. ® el 2 //VAS rAl-L /c'EPL,E"CTo� AW141 %?5' r G� " a• `�� 3 -101h rR 1 19. ALL WORK WITHIN THEHIGHWAY RIGHT F AY LL T TA STANDARDS /rVST�4LL k'EELECTok' S/6""v !�c/`8/ f E/c� C/TY A f f �'. #i STD. S�U�o 4 � .. . 20. STRUCTURAL SECTION INDICATED FOR HIGHWAY PS FOR ESTIMATING ONLY. yEAl�E/?-C"UT ��4k'/ESS' O./o TO O.®O GliL9fTs` u/yG'G�/R/" G'�t16''L.4/US ° Q T5. GRADING AND APPROPRIATE LAB. To BE E D ETERM►NED AFTER Al/t/. 7:� 306 ACTUAL SECTION 8 G'(J�t/t/<ST U�t/l.�E�PS/OElrl.4Gk'®,�.e4/it/ 5'TiPI/CTUk'E 3X'•3 k//OE PEk'" C/TY S'Tl� Ala 507 TESTS. T.1. F SHOULD BE USED IN THE DESIGN OF THE HIGHWAY LANES 29 CO�t/eST CO/1/I/P�IEPC/4L G�iP/GSE APi'�'OAC'r�! h/-35'�'=d"' �Ek' C/TY STl.�? /U4. 30 USED ►N THE SHOULDER AREA. 3o Co�c/%sT "h'/O'y/,�o�l!FE�tIC/�t/G ow ToP oma'P,POP l"�"T x1,41-1-6 v� ,"SQ X/6 OQ. SECTION. A T. 1. OF 6.O COULD BE U /"S'O x15 G.4. SU/F'PO,PT PoS'TS' � 4'OG;, k/ 2'" WIc'GY M�' ¢� 4Z4 E,f��gEp�UJEwT :r/y -r 16 0,4. ,fX11-11f1 S C�ToP¢E BOTTO/Ll� 4a 3/ CCJNST: ra"PCC DRjvbb x,4y PE' CAL T/c'.AN' .STD. `'NS-A T"Y F H A NL`;H 0 u"UCAM " "G . /2• /2' 32' 32' /2` UN A �X/5TH 2' l0' /�?' /01 /O' /U' /O' EX/5TH 2 /C> 20 /O / 1 TMil Y 2 GP,D TANS F/C'OM F , Gk'D 1 .. E. i�TEi7J , ----� J. Too./'ovE,�tAr /i'To/O' 5' oma' 10 TO 10 .• W1 t IoIZ f 14 ,q / 5 / � t v l� :w , � T0/ _ ! . /4 v,4 t .. TO 2.88/ / �, o v0/2/�Jr-4/o ©�i7/ 'ell 7 ` a ���J p 0/a .._ ---__..... •�5/ X. d � �. � ���y 1/1 0 7/�.._. ®-----.�. �✓j ,.f j, /�5, 3 Q a la°la �a�-- -�--= ��/ r A� ./s,.v/rte.>y�//`s;r,;• ,.. ��� O DATE •- . 4 VA �. ; .. 4?8j ` . // ' 4�s �s S: cu 99- B G�r� � �.� APPROVED o rt 01 6,: . °' GNR,AL )t/4Tto.S /8,/9, 2Q -36•SG TTY R.C.E. No. 23889 ''� � a C ENGINE w,,,.tt 9711.sr. r/�9 ! sc cps , �N R . A\Cwt-,imellan Naf� dor..gfy'eef � � �/ �' �� � z RECOMMEND I All °5'freet Trees are to be /A e r/?a�corclance•Wlfh C/` �5'�urrdarc/f 14/75w �g,� DESIGN � A WAI NSGOTT & ASSOC. feu �«��. p ,/}' DESCRIPTION OF DATE CITY 22400 BARTON ROAD l =.f?,POPA�SEO DEA/. , p,9(/G 2.Prior fo>`he Corrrrv?er/Ce�erff o/'a�y P/arrtil/ ,�i A �d/�r�. ogle rB�r ,�ha//be r R E V I S1®�N . AP P o SUI T� 200 t " P TF1-. C0AIP6//T92324 ,. �Uf'1rf/S�IE'� f0 The �/��//7� �' Dr. U/��(//SUQ! TOXIC/ /P.S O!" /7 /G'!?fQ�E:�/G/Pi?G'/F /rICX GRAND TERRACE. GA. -1 1� � - 7 /. /� y r , i to A ®A►at t 1 ®N. T DRAWN TELEPtlOD!� C714} 824-1775 SHEET ,�,Pa,�asEo �Eti PRvPosto X 8 '�`/'qT '� �°er urre Bar i//.�o!/ erjdr� fes;, def m®� h fh ��Y114 c�or► c �u T T,9. t i O' v ,4. 39t 7. !F/049aQ�� ��.r��® i r ` ®®' E� c� .�/r�TEtP` ASSoe- 'K -OF /vF 3. A//.5 ,reef Treed are subJec�` fo ln.�,pecfiort Qr,� Acc�ance b die /V. T, pRc�vs�A it/®k'r1l SIRE- 0/c" /9r'v ST : O t 9�.4� 4itl[Y /} D!!!% . SC's' t�t�rv�R Lt��' CHECKE:D ,�x'�-? 3 3! ,� �./ p G t tN ICrr l� Y _R.C.Ew, DRAWING N0. (moi ,y. Inc �* 1 -•N ,�. J'A reed //"�tQS are tD e /pIQ7I/�'G �ei''/�U�//G' � f?/"DYf.' / 1G'/Q✓j'$ Dl?It/. 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RAVE-ME1vr OVER 157- C'�_'qss A CO1,15r. 4- /0.C.C. SIDEWAb�' 1:?ER c1r),, OF RA'AICI-10 CUCAMO"6A SrD. wernem 5rA*e&cr IM57,476 L 2&0,�ec�� ?3 M�0' 1,1 ocFAI06- DW6. A/O. 310. �j N 8 59.50 co"gr. rRA"5. 8" rO 12" C.14. W-1 e6o. kx� SrD. DW6. A/0. 308. Ak 1;'t N FEA rl-IER A.C. OVER EX15r. A.C. RA VEMEA1r /0 /0 '< 18 lql k "�%'() lkjj� co"sr. 8u A.C. BERM PER C17-)" OF RAI\ICI-10 CUCA1401\16A SrD. DW6. A/0. 313 4V -lee -033 co"5r. 12" R.C.C. CURB 6urrER PER srD. DW6. /\/O. 303 04. 2poz OF RAUCI-10 CUCAM01\16A SrD Oo)- co"sr. DRIVE,11VAY APPROACI-1 PER C17 C160.0 RErWAI 113 w t_� N-I-k'l �eN t� - AS 51-10WAI X 7'a�e,45 SI-10AX OA/ 147ZAAa D W6. /\/O. 305 W .4 go 1000 100" '�C'nz _'j (r- -*I % 2700' '4j 1� Z5 vl� 3 4j Ili Lu 4?.41 L�u * 9) �J_ IN ��ns Orl-IER,5) 6,00orIq rl�e,*vo. 1@2 - REZOCArE EX1\5r powER R04E (BY % 45 �j IZS % N A�; R) leerkveEi� - 0 colvsr. 0.1' A.C. OVERZA Y Y co"sr. ' O.25' A.C. OVER 0.33' A66RE6ArE BASE 41 00� I �t&�- co"sr. CROSS 6UrrER & 5PAA1DREZ PER ClrY OF RAAICI-10 CUCA1401\16 C01,15r. 51DEWAZi< RA14P PER Clry OF RAI\ICI-10 CUCAMO"6A SrD. A 5rD. DW6. "0. 308 MODIFIED AS 514OW" _A QD 7-: -bI�k .111.,A 1 75. DW6. "0. 812 AS \51--IOW" F11\11,51YED Wlrl-1 RIVER ROCK VEAIEER > v ("y 0 71HERS) c-,01V1VF07_ C64�7ra",rR 1,V,47ZW 5Z'1r-P16',F 7-0 TIZE aC,47�67,9 A1.4r.4-7P IWFrele Al 11w 31,- 14 rAO7,6:1 Wrrf�P IF�FZaC,47XOPIV /r e CC P,) 2 7 L FO lq,64P,�5-,f-C61T V41?IZ-,5 0 aS',47 (5!VT a ao'z- 7-s Sgowv aAl PLANS' ----------- Ila -1— - 71/ _Y % r7 /P��7 r-rA7 C17�- 67P 4a5 ANP lc�Fe 67P 406 7- 1 7 D V5� e6WZFC7,i9le ".4 Al_ 1A1,57,-4z_1_ 1?,FF1_erroe 516AI 1'241 PEl? Clr�' SrP lf03 411P/cL-`/e S7-P 406 Lj lw 7 o a aa'z 11WIrs s1laAIN altl Al 7- 801w Z7_ SO Iro a,4 IA147 a1V 70 lc'lc�P A," 6 6 4 '(4001 -p gar '-67W- 7-1 7 -7— -AQ F,551PF. PF^W C>UTL:RT- LOW CAPACITY FM Cl-TY 5TE7. 10-7- C4DV4VMU6T CU A 0- N3 I -) N 0( N. 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"0. 311 & 310 14 co"sr. rRAA1s. a- ro 12- C.f. %4 ?1,15r. CROSS 611rrER & SPAAIDREL PER ClrY Of RAAlCI40 CZICAMOA16A cL (3� RN SrD. DW6. "0. 308. is I -k I I - Ilk coAlsr. SIDEWALK RAMP PER CAL rRAAls srD. Aio. Ale V-1 4j%3 x R -Izg tu�. i - t kl,4;t coAlsr. 12- P.C.C. CllRa 6ZIrrER PER SrD. DW6. A10. 303 M lk M-I 113 v 'If V - 4 - �i .4 'n coAl5r. DRIVEWAY APPROAC14 PER ClrY Of RAAlCI40 CYCA1.fOA16A SrD Mi 0/, A 14 W 1,001 W411 IACZ-A�0�s i.11ihA_w1_ 16 3 R4 '_4 I x7r. DW6. AI0. 305 W - AS SYOWA1 ( X-3') K\ tit ', I ;;) � @-co"gr. coAlc. BLOCK WALL PER ClrY Oir RAAICI-10 CUCAMO"6A sro. IR A-Z DW6. AIO. 612 AS 5140WAI) eel/^6)��v 0was-Q-10"01we STA #1 44.62 SEE SHT 6 , REZOCA rE Ex1sr POWER POLE (BY orYER,6) 0 9) 1� Sb @��- REMOVE EXIsr. PAvEAfEA1r 1> . � A 1� 4: 1 SLOPES & CUT FILL SECTIONS AT 19TH ST. WOE syser 4, 4V 8-26-96 Q�- covsr. 0.P A.C. 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BY �&N 0 APPROVED STA. W078 Vt.? Z4--- 1 X_, V 11; ' 23889 SrA 6f37 TO 22 100510 7- 470" 7-10 900144PATICKT& 1,�0 www" RC.E NO. *ol TO STA. 13,11 y", CA� EE 0 c i T lif E N 43 1 PN STA. A? let R E�C�M EE N 0 TY C747y'j5110 7,4/ A DESIGN 6 Z/ STREET N PICAL SECTION HAMILTO A (f01V�57X?Ur,7-10A1 1\107255 10', Vert. 1' 4 4'c:, 1:7ZA Cz54;) SCALE : Horiz. ZL=- ro 0115 X&A Alal-�2117'012 101 it CITY OF RANCHO CLICAAMONGA do 41S G71�?eZF7- 770150 14122 v; GVA 4&,6tq6/- 12�2)550 14 F 50.'! .4GC9,5r90,ffAf1,4 IIVDICA _4 ENGINEERING DIVISION ZAIV79A�� 4CIC01-ZOINO 14 1 eo 04 A SECTION SHEET 574azz 7 Afi I>f I DESIGN St TR OR A AA AFFIC 1-39 'EZA450 JAWVZ, 10\A4 1A 1W IL''ToAl '5017AAff MARK NO. 99-EB .14516 X100 204 2205. FA UR Z y DRAWN BASELINE ROAD 40 1-1A1`i7CAi95 :-.ND `P4F .4 CITY OF RANCHO CUCAMONGA BENCH /15 0RO1,V ;r),' r t/,c=A/nrx;, e A WS 9320 Avio; 4�R a�, trkf 5—OF WEST SIDE OF 0NAA617V.9A7A9W5 GVA RANCHO CUCAMONGA CA 91730 NAIL IN CONCRETE HEADWALL ON Ismyr6lill 4.114414 0 7-RE67 rWEC P,6R 00 SE14FC: 6 7r A71q 9e9 1862 HERMOSA AVE. AT SOUTH SIDE OF TRACKS, SPRR r /27;,42F Why, h0li-Rje�_17eR_ 1, �p VL_ DRAWING NO. c sole's CHECKED -I0 AO% "A ELEVATION 1374 .075' 011we APP412- 04 1;1jtdmrr MCCIt N't BWF J mom R.C.E,NGJ immik #: 'caam*10c VfZA,f^J pp� mr4ro W11E18h: 7*12116 C5AI76W ey In pwGill All f //-/011-by DATE md'j� FILE NO 41 c,57_X14E5A67 LeEe 6.Aillill 6E PZA WA�e 1\107,6�0. 6000PI.401 1 AffVe-' Pf" jz�=_,.=57C.37'd 7(22 7XIE FA(:,-A=- 61=7 ca"1411pow (IN465i5 074-111111 V !111 -7 g2 r7 el,a d4=- C,7' 70' '11110VA67MAW-5carloW ANO .044016550RA1749 e),-'Z'Aiiil 5. AZZ STUAW IME I= owl INN Pq t I lllw�lloo� t 7L3____77z .... ..... loom J, t m: _:::.i J.:. -:.j _p�� 7'. ........... .4 �A -4. ... .... ... .. ...... .......-—----- ------- ... ... ........ r ...... 7 ... ... .... .... ..... . . ........ ... .............. ...... ............ ..... L ............ ... . ....... .. ........... ............ ....... ..... .... .... ............. . ..... .... ... ....... . ......... ...... .. . . ... ..... t 4 4 + 4 .... ...... . .... .... L -A 7. 4 4 4 ....... ........ ....... ....... ....... ...... .... ............ ......... .... T .... ... ... .... A ... ..... .... :t . ..... . ............ ...... ......... t ...... ....... ..... .... ..... ....... ......... ...... .. ..... ..... -7 ... .... ...... ..... ..... ...... ... ... ......... ------------------------- 1 4 ...... ... ... . ... ....... ...... . ........... "j, ... ........ .. .. .... ... 4 ........ ...... ..... ..... L ::L*m::.j 'U f A W) . ...... .. ........ . ..... . ....... ..... ....... ....... .... . ..... .... . .. ....... -1 ... ; � I AT �4 t.... ...... ...... ...... ... .... ...... .... . ..... .... .......... ... .... . .. ....... .... ....... ....... ..... ..... ..... .. ........ ..... ..... .... ....... .... ...... ....... ...... ....... .......... ......... ........... ...... .... ...... ... ..... .... ..... .... .. ... .... ..... .......... L ...... .... ....... .. 7- t ...... .... . ... ..... . .... .. ....... ... ... ............ ........ ..... ........ ...... ....... ... ...... .......4-, ..... .....t ... ........t . ..... .... ..... .. . ....... ...4 4 4 .. . ........ t ............... .... ....... lot: .... ... ... ..... . ....... ...... .......... ......... ........ ..... .. .... t ... .... ... .......... .... ..... ...... .. ..... ... L ...... .... . ...... ............ .... .... ..... ......... ..... ...... 4-' ...... ....... .... ..... ... ....... ...... t ........ .... . ...... Ex . .. ....... ....... ......... + . ..... ....... ...... ..... .... ..... .... ... .. ...... ... ....... ...... ...... .. ... �4 .. .... ... ....... ..... . ...... ... .. . ...... ... ........... ... ........ ...... .... f t t 1 1 �.: -:::j.- :::.: + .-1 '' I I � I :� I I A 1. : . ......10 12 13 14 SCALE : S . CONS TRUCTION NOTE HORIZ : 1 40' 44 0 so 00 r ks coNsT s- ,4.c.PAvFvENr OVER *' CASS Z A.�- z CONST So PCC �CURB & GUTTER PLER CAL RS STZ). A2-0 VERT 1* 4 ' (Wk: 0 a a PCC SIDEWALK PER CITY OF ft.C. M. 310 311 (L C4J CONST. 6" PCC DRIVEWAY PER CAL rRANS STD. NO-A REMOVE EXISTING PAVEMENT cn S 2 EXIST. INSTALL REFLECTOR SIGN (W81) MR CITY STD. 403 4091 cm -,v ol oil r EXIST RIW--%-� #6w- %I r -1 - 1, * PVMT FLARE 0 12' TAPER/ 5:1 T 4 1 RACKFILL 2 lu + jq-a f CL a: BACKFXL V/ 01RAWrL 3 Q > t x co w 4: 1 SLOPES CUT & FILL SECTIONS AT 19TH ST 08-2&sr, (� 2 ki a w cl > (/I\) SCE POWER LINE LOCATION 7-22-86 lu CITY u DESCRIPTION OF REVISION DATE APPROMED oar PLAN PROFILE )VENT PERIN11 13 RE'0111'RED FMM CALTRAN PRICK To Dar" Ara *MR WITHIN THE STATE HIGHWAY RIGHT OF WAY. 19TH' .STREET L v MROAtW 44' It. ALL WORK wrrHiov rHLr w&wwAy mrawr oor WAY SHALL w To srArE srANDAws SrA 10+44.62 TO STA 13+22 &2o. srRucTURAL SLrCTjoN INVICAfM MR . M&WWAY IS MR ESTINArrms omLy. ACTUAL SECTION TO BE DETERMINED AFTER #RAVING AND APPROPRIATE LAD. A : DATE:7-3-&,o rEsrs. A ri. oor o.s SHOULD BE USED IN THE DESIGN OF THE HIGHWAY LANES SECTION. A T. 1. OF 6.0 COULD BE USED IN THE SHOULDER AREA. CITY ENGINEE RC.E NO. 23889 DESIGN RE Omm N Ao Aa, GVA /PAUL CITY OF RANCHO CUCAVOWA -914 ZZ ENVNEERINS DIVISION DRAWN WSION & TRAFFIC IECTION SHEET 9320 8ASELINE ROAD OVA RANCHO CUCAMOROA CA 917" q 14) 969 1062 - AVA-. Aw otte-msA*_7_JL DRAWING NO. awF DATE MIE NO- - 1094- t F I T 4 1 4 4 77L.F. OF 63't OF�mCot- Alf4L L ,Gyy/ �PEMO!/AL �PE�LACEMENT ,PEMOliAL ON EACH 611 NEW CONC. W INEX. rA 1430 1430 /455 5e 3.-,V �14of ro At �O f •'� �)�hk T 5U. FA�2 C8E�' %�° T.F3 m f 73. �.lP rs✓ oxoo33• 4i o y (- 01 5100 r.0I T✓ 1=533' ; //G67' rF11z667jg6f7� v ^ < . 3 9 r7.1-Vr,- Nj WO 1420 1445 A M34 IoW 054000��5 O*50 0 75 P,POP. ,+� � v� AOL f5 S!/�PFACE o i0jel114F 1�•4Y do STA. ?Jit 98 014u9 Of z5 o*so 0*475 ifu� 4 M55W7 0,?1l1,FWXv LP 5rA. z?7-A 95) 55 L.F. OF 32 L.F. OF NEW CONC. qW Z71W A7,FAOvAL �,PEPL.4CEM'T. loPEMOve- f✓.4LL BOTH Slj9,FS R 56 IR,c Wle - E.R:FIN�✓H 1430 41-1 h =?.67 -Z3+T O j, ,TF ��� f67' ITUW y N 67T.F406,r ssy \ r� V �� d7Amp CO/t/SrA'0Z1 T/ON AlOTES CONST CO,4/C 46 OCt- h/AL[ ^E'P lYrr of , ..4NCf,'O MC4441 it I STD. DRG. 1420 NO. B/Z (-H-4S 67H0Ao N) A9 S O ?i0 7.4 AM � �It,��� / 5 4�wppop ti W DSP/I/El�l/AY v oQ jkpF ESSI At s��2 �PE/G10!/E 59.¢ L.F. OF EX. 6�PA!/EL �PE�GIDYE /B.GL.F. -• •.' • � �, A i OSP/vEl�l/AY f �QE)04,I WINEN/ =oI.. OFA C 0 le E- v Q No. 28248 CONI, Q 3 s o h 3 EX rs� I� o� CA��E POPOP ,fob OvI!L � V � O E:4' � 71 W . 0.WrA4 ,/ 1°i 1440 \ SALf��ICE Fob ti p 40 '`'��2 ff=?.66' 3 67 Ts✓ --jlcrs4[� ��s'ioE Os✓NE, pQ DESCRIPTION OF REVISION CITY 38.00 T.F H=?6 7' H=f' [� N _ 37. 33 T ^ ,PE�� � DATE APPROVED 3Co.33 .F, G7� ' . : CITY OF RANCHO CUCAMONGA V H ' //= ` IT) 5.3 N �P=r BP=S' 37.33 ^ 'S,F 66 61 // 6 N ti v // ^ 3r,F I \ = mom, l�iP/!/ ;W.4Y .0Z:or41Zf 30'mac. N. a ^TF s= X080% HERMOSA AVENUE 1430 1490 APPROVED BY DATE 0*?5 0�.�0 Of75 /'�'Oo 1-25 CITY ENGINEER R.C.E. No. 23889 1 DESIGN RES;,O EZDEE W i ,44UL L A W22400 4 OE BARTON ROADASSOC. R•�'.E. s/ 3 L7 DRAWN DRANO TERRACE. -2324 SHEET, 7P/I/ElY4Y STA33 * ?0 Q TELEPHONE 14) 824-1775 SCALE: /"' /O'h/OP/Z. v�iVE�W� OE �i� O STAT10A 331.70 4'{iEAO CHECKED — Fs[p I DRAWIN SCALE: /'�ZO" R C E No. R564 DAT FILE No. tB?24 282.24 o9eA4 R4Z NOTE✓' C'O�/5'T�PI/CT/ON NOTES L ALL 5/6N/N6' 5re/P//VG e PAVEitilE/VT 1YIWRI011W- 511,41-L BE//V C WcO- P/LWAIME Wlrll T1/E C-00061vT 69/T/ON Ort' 7X/E "MMA IC "WNU•4L A11616 1511&-V BY ThlE 6r,4TE'OF 1�— E,PECT 5/6N5' ONMET,QL /�05T5' /�1 — /�iq/�(/T STDI�"'�` STOP B�iP CqL/FOPN/.9 OEP.4PTMErVT OF T�PA/V5R�pT.9T/O/S/ � Tr�,rE SPEC/A1C ��Y/5/0�,�-', �-- PA/NT I2"YELLOW 57,-RAF 2. T//E e%4CT ZOO-47701V OK-ALL 5/6N5 Sy,4LL Be DE7�,e"IIWSO /N THEE/ELO BY THE ENGIAIEEAR 3 041AIT /2" Wf//TE STEP/PE 3 10,41%/7 2V'w/111/TE ST.P/1:Lf' J. ALL 5T,P/,o/NG 5H,4LL BE "CAT TRAClmo",ow •4Av;eo eD BY THE emG'//t/EE,P�1P/O,Q �-- pq/�I/T 8" `YH/TE STS/i�'E TO =-11V,41- 5TP/P/NG. 4 ALL COrUFL/CT/rYG SMA111,G'ANO 5TAP1*014' NOT 5110LYN lid/ 771E AZI ^15 511.4ZZ &F 5�— /W/NT DOUBLE YELLOW!/5Ml, E A7EM01/ED eY T//E CO/VT�PACTO,P. 5/6/1/5 S.�S/,QLL BE S9L lY•4GE0 ANQ OEL/I�E.PEO �— ,0,,4/�I T TGI/O-!�t/�4 Y L EFT TU�PN LANE TO THE C/TY Y,4R,0 P,4/NT 4" W�1/TE L,4NE L/it/E �8 -- PA/NT 4"YELLOw LANE Z1N&c- 9[}— PA/NT RWEMENT•4RM91 W ,I / •I h RZG8 Q / R26 /p F.9CE OF CU.PB OFACE OF CaRA5 8 8 08 C!) / 2 ,CJ�Sfil /> •AG'E GIF CU,P� 3 iow "Z7 FACE A4"4"alee p / o A V W H4"lz TOS/ srpz�Fr EST/il oMrE OF QZ14NT/T/E✓ 5/G�t/S ST,Q/P/NG �,- NO. GiESC�P/PT/ON . ND. G�✓CP/PT/ON r/7 ¢ 2 /2" YELLOW STEP/PE L.F. 1S7 3,R- . $ ¢ 8" WH/TE 577e/PE /F 13/0 Q� h v /O ,P-2G E.4 /6 5 oor/,eLE YEzcoW sr,PioE L F 1360 6 77VO-WAY LEFT TUAPN L.F. 1676 SZE,q / NH/TE LANE ZINE L.F. 704 fACE OF RETA/M/N6 WALL 7 4"G � b �� � / G/-// EX/ST.00 r-; R_� E.P h / /7 EA 3 8 4" YELLOW LANE Z-We L.F 1674 3 � � o EH 3 /3 ZQ"&/f//TES'T�P/PE L.F 58 4M�.P.�/.lis ❑ / L E,4 2 OJ /2'00 4YE�/E'C/T.9P�ParW E.9 DOUBLE yFL[01Y a} 6 / ST.PEET.U.9�1E 9/6'•C/S' MEErbYIST. R-26B EA• 7 /2 ~5'T0vo.91row/O" EA. 4 a ,✓ w /0 R-268 EA / 1r / W 75 6A. / 0�A/NT REO OW CURB s /9T// S7.'S/S P20'* Cf 8-e6-,% $wf Q © P.4/N T RED ON CURB 220' f "�f • � M/B� EX/S T E.P. O FACE of CURa �ST°.�}A6 70 IA/ 6� ��- 2 DESCRIPTION OF REVISION CITY DATE APPROVED cn MEET EX/S7/NG EDE6 WE �� w 6 Z CITY OF RANCHO CUCAMONGA W 510941IN6 Of 5;rRIP/N6 PL.9N HAAS/L M&5T�PEET y��Q�pfESS�pN /977 ST�PEET JSS�II E. C7 AZ STiPEET &Z �:�z��s APPROVED BY DATE " CITY ENGINE R.C.E. No. 23889 DESIGN R EC7f NDED Of A0�� L A WAINSCOTT a ASSOC. 22400 9ARTON ROAD SUITE 200 DRAWN GRAND TERRACE. CA. 92324 SHEET O fG TELEPHONE (714) 924-1773 —8 OF CHECI DOA/ E)(I?00- do.102 DRAWING No. i5� 7- RCE No. :8248 DATE FILE No. 2$2. 24 r 1 c✓ W# RORu C/ 0d R� d ISI(I � � - A vo O -- 9 FACE OF CU�P,B Ell -- _.._ - W 4 °� �' lk TO T.9�.P Ely r v ,000rFACE OF CURB a Zao' Q 3 v CENTER ARROWS hV PRA./EC7ililrD CURB CANE oSTP W63 gT,-P .P.9�S'E/� 50,4L e. r 20- �D to h wci aca n d 1S kI Wv FACE OF CUA3 2 /3FACE OF CZIA6 I � 7 � 7 b b y /f 7si — 14) — W y ioo' 34 35 i � AgOt k, h ;,z 501 — w w - so, /3 .� 90 Q JE v °J FACE �-CU�PB a , % 1 UA U IW STOP o �o All V W C.4,UE T.P�dI�S/TiE:X/ FA-CAAt;-1//TO '1J�0,? f HERAIOS4 4MENUE Rd 1 R5 R24 1 R� I RdG ��� ca /0 Till D f Oct= 1Z t i f�9CE OFCU.P� DESCRIPTION OF REVISION CITY \ a � DATE APPROVED a: 60' Pq/�1/TED /SL AND � ��— �, „ zOo a Z � s 8 CITY OF RANCHO CUCAMONGA /GS /� / � STP/�/NG Z,4AIN W ° f�E�P/l�l045A AVENI/E It ./ -/ ./. .� ✓. L Ovikof sS/pAPPROVED BY DATE Ep�Fy CITY ENGINEER1�6tffR.C.E. No. 23889 DESIGN RECOM ENDED 22400 BARTON ROAD ft M4 L A WAINSCOTT 6 ASSOC. AllW� it/UE 1t DRAWN SUITE 200 SH {� -__- -- J►J,, \' Q J��, / TELEPFfONE�(7E4)AC . Ct2491773 9T OF � CA���� MEED ExP. PLId,9D DRAWING No. ,y R.C.E. No. T ~ OA /8 ' FILE No. ZB?.04