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FIELD BOOK R E F. COUNTY OF SAN BERNARDINO W. 0. NO 1 TRANSPORTATION DEPARTMENT BASE LINE H06440 1 0 Z DESIGNED BY DRAWN, Y CHECKED BY M D APPROVED BY ROAD N0. LEGEND : 0 0 4 RECOM DE / W 157700AN I x m , ; a N.�� SR.= N,�. HELLMAN TO ARCHIBALD FILE N0. p x t>E M �_ �� S MITT D Y S = GUGAMONGA COUNTY WATER t�IST2IGT SEWEK UNF � lY 92-97 G _ 5Ou-MERN CALIF GAS COMPIANY GAS LIN i^ 0 N J (} L� �, �j 113 /ASST. ROA COMM.-ADMWISTRATION DAT w - CUCAMONGA COUNTY WATER D1STRtGT WATER LINE W j W J J Q IY OJ GIN R D T i A.G. = ASPI-AA(..T CONCROT� �- p RANCHO CUCAMONGA AREA Ef�GE c PAVEMENT Q -d-� - MARK REVISIONS APPR DATE CHIEF DEtIGN E NEER DATE LINTY ROAD COMMISSIONER ATE SHEET 3 of I1 ® - A•G. OVE_RIAYC � M.W.O. = SAN GAE5RIEt- VALLEY MUNICIPAL 'AATaR � � 4: � � 0 � � Z d�•A� Q9µ J =� ,� sJ q �+ � f�15TRIG"1" 1NATEF? LiNc N FEAT14F-R TO MEET EXIST. MY�r �-� G o H p PLAN & PROFILE 30 2 F -N -fi- BL K. = 15t-OCK 9 _v 5-rA. IZ + IS 4 J 6) 4 = A.G. PAVEMENT MISC. AREAS + V W d 4 O 7 C VI CUT F-xIST. PA T: f 1 l 111� STA. 11 +9 5 J U Ij y, c� 2 2 ap � � � a4 � � � v' � ��T �� � h a N � Qr � Y � > � r � 1 V° •� in h Q BEGIN PROJECT a 3 $ a X 0 3 n I S7A. t4j Z CONST. GURa A GU36t000O a Q �, Q r rte -Zu � � � � � �� V Q u m � � � rY4 � ZU � tiJ Q �. -4r � PL•AGE PAC2KWAY CON GR3TE Kenr�el`i N.Lif7Yi//g G.E.X4''44 Z e — o - - - - --- - - � Q .� t- o � w � I� I Q I l yy 1r Im - CU-r A MEET EXIST. Culla 4 GUTTER O 1 V 0 V c0 I�v Q F' < I,r W Y .X STA I �,_ Q rn 4 I I� II y i9 + Q Q �� �j �g Z F�- {- `� ZQ , PFCOTEGT e.XIST• PARKWAY PRINK E�v'S, O v ' - Q to a r -N oc 7 :+ Q 0 w 2 U �►; PlAtrrs # LAwN,I N Hca II Q � 3 i N �X1S-T CURS GUTTER TO Sia PRG7TEGTEO IN PLAGE. Lo or) _ 4_r .n: ra-• w . _ _.. _.__,_.,_ _ _ _. v... _ _ _ ` `f G�.1. GUTT 9 CUT 1.1�3t� ST CU2t3 ER —s cs S.89° 52'37'E• `� ��a,Nr�ors�� GAs LINES ON5'r. GONG. cFzass G TEt? -_ - ° (. SURVEY 81 IMPROVEMENT BASE LINE j I 895 1E X32 33 34 35 37 , 19 38 - 39 4Q 41- ,o_ 4 _ `\ U MW rc X 1ST MWD FEATt•- E:e To MEET EX1gT, PWJT�— - MWn -'� 4 ° a I 1Y _ STP+• 3�� 00 \ x -- x — x— x x x -- --- — _ I = � �. r GO I.S-r cu wPk G u -T F- ; -- - -- I CV Rf3 GUTT R TO i3E CONST. /�,•C . fD1l�� E,P 4. Fv Z7.08� RT. IMF' PROTEc'T30 IN PLACE ST Ac A 3 O.laC�CUT EX1S'T- PAY,T. Fz/W2 cotAaT, culla ! W GIN .C. IKE 3G' wr imp. STA. 3f� 1• Zd END A.0 DIKE OC3 RT, INA? ST. CURi`3 � GUTTER �FSE /�. O I STA. 4p+ 45.00r � j STA. 3ca-� t5 ,O CONST. 51C3�.WALK CONST. S1 f�EWALK \l E.P. 4 PT. 27.0£ RT. C IMP' - PRGrTEGT EXIST. FF-NGE �cJ CONST. Cr�IC, c3k.1�, WALL � } ,�i �►- `� '� -- GoNS i' GG7NG• r31.k. WALL Sy a} - kp A v' `STA. 3G+ ZO J GENERAL. NOTES I ^ } Q V Q 9 D �GDi2 1NTF,�15�GT'10N I�ETAiL_ 5 €� � - � � H� �7 �. L � � �vi vi �� 1 DETAILED RIG1-IT QI= WAY MAPS ARI- oN 1=ILFS SE.� c=-HT. h THE OFFIEE E CG�UNTY ROAD , I N C "Z3 a (1 �i CUT EXIST, PAV T � > � } .�- COMMISSIONER 8ZS E. TI.•IIRD STREET S-TA. 8+ao.00 CONST. �o WlCP �NCr�ZTE IOW." rC SAID CEtZNARDrP,IU, GaLiF._ SES FILE NO. r Z� aD © p69 6I f/ g'r Nd�.,r��' N0. 110 � J57700 AN t 9Z- 97 � Q tj 0uuua� Z•) FERMI SSION PAS r5 EN 0('b -0 FORT ALL d '-� �- 4 , — WOfZK SHOWN " r$109- THE RIGHT OP W ¢} > N ► `' - _ �' WAY PLAN F- - FE,AT"F-g TO MEET EXIST. PA%JT. 3.) THICKNESS OF A.C. PAV'T. FOR MISC. AREAS IS O•EO A,C EXCEPT W SCALE, I"-50' I STA. 3+coB.00 THE DRIVEWAYS P.N17 PARKINCo LOT ARE O.ZS' A•C • 13.M. # A- Z19 - FO. CHiZ `C3 ' - 1 E3.M. F'D. CWI Z. 0 � ON NORTW ON- SOUTH CURES ReTURN GUt4?F3 G3 = EAST OF CLl RETURN NOtRT��A,ST COQ'.; AT SCauT4-Iwl✓ST CoRNSK I LICSN ST. t�ASc u► -4i N ELL MAN �A5E LINE: FLFV• 1 3.89.Q Z `- ELEV. 1 3 83,fo5 � STA..• q t +9 3 � {, i Q e 6EGIN PRO.,ECT STA. 36-tOOOO " r Z 2 +'Z + 4 r N + - ; J N - Q + � + b 0 + 0 W Y N 0 Q + 0 I 1390 0 � 0 4 + �► F- � � � �� � t9 �- � v i Q 6� t 1390 0 N 9 +� N 41' r + pp o 4 m V V 1 } 0 + Q► + Iji t N r r v 7 Vy v !s� Q 4 �" +� 0 F 0 + d4 F '� - 9 3 � 9m mN _ utA � � N1 Oto Q � � � Q �- 1- �+ 0 �' _ r N v � c Nva N vN � � to 4 s Q cn I W Q ; m H �► Q U N N N r V N + ' 1385 � � � � � � ' o - -- -- � �'� � - � � � - - W � � F � �+ � 1385 � t.01 �° Iso V. d - [lm - -h O."7Q "w '�.2q o -- 1380 ,z 1380 - . Q EKtST.; GRoUN17 � .IMP 80% !, G !.�M IV._ AVE. _ ;. Q ; > RFZOFIL.F G�2p�DE U 4 Q INAPR_QVEM94�'T Q 1375 F J- � 7 1585 x Q �� $ 1385 a w �► CJS . � • 11n + � � (D �- f' (h � 1370 r O ~ 0 Q MM + t O 130 T� W N = NELLMAN 0 7 S N 180 .. D y 1n PF3UFIIE GRAF�E F S fit Jai/I 1515 @ c� coNST. Z 1 �?S % PROFILE NELLMAN Y x ��..� �� •��� I SCALE; HORIZ. I"-5O' VERT. I' = 5' 5CALE, HORIZ. 1":IOp� t h 3 7 Z 38 748! B�<-V) s11E.ET . 14 35 9 5 so Z 3 , 7 I I '7 9 _ TC�'A L, < 7 4 Cc E;c 5 � - 7 6 10 I I 12 36 37 38 39 40 41 42 43 44 45 W. 0. NO. o- 4. FIELD BOOK REF. COUNTY OF SAN BERNARDINO H06440 v`��.1�t� . Sit;E1�1A+x•y<�. '-{ w°� TRANSPORTATION DEPARTMENT 13ASE LINE M 4 DESIGNED BY DRAWN BY CNECKEQ BY COMMENDED/APPROVED BY ROAD N0. ,a# a 9'�' SR �'��` HELLMAN TO ARCHIBALD 157700AN z �- S iT DAA _ /*pT FILE NO. { � u N � Z �C P � _ //jr!/ S.T.. COMbt,�c'ADMINISTRATION JEC INFER 92—97 / RANCHO CUCAMONGA AREA MARK REVISIONS APPR DATE CHIEF DESIGN ENGIN£ ATE NT ROAD"CbMMlSSIONER ATE SHEET 4 of Ax wx t� ti10 • O w � tL57 ' !8' ( r in f 1 w �} x ' N !� �' r n a 12 1 PJ q3 � _ , a 3, _ PLAN & PROFILE a: v •A ,� �,�' / �� i 3 a: 4 \Oil a A/ Kenne T N.Linx a -3 iZ A.G, 01W - �-' FCNTF•IE_R TO MEET EXIST FP T. -� i" I AIL.ROAD WPI L REMOY r i,� ��' \ `�� �.� r =;, J 3TA. I t +50 . g Z© L.•F. Or-/RAtL �, Q Q �s/y t Z d fzEL.OGA c3UMP�R `S ?✓ Q� (PLACE ASC• ON PARKING LOT \�j�CON3T, GUT �\\ p•� /��9�v '� FOSS' tNTER5ErTION DETAIL 4� T- EXIST. PAV`T. I f�!?.GE A.C. c�lt•cEIt Q`v �v x E 3NT. ? ` "CONST. i 3 A.0 C.D/V�t APR O ____CUT EX15T. PAvI y STA. I I +DO �) INSTALL 54 L.F. � --�y lJ r ZQ� G•S.R /. EXIST. 30 G.5.P �ST lG2 i� O `�✓ /� F�T'STA, ID ET >X19T, rAv T. 55EG. A.C. Mi KE cttirb;`34s� P20-TECT SKIST. LAWN O I;X{5T. CLl2es G!_1TTElZ "?"Cl ,i �� �'� PLACE_ A.G; �/ %'� v ST . SZ + la ��r ���.►111� IN PACE �. I 'r 1 N P1ST. ClJR5 GUTT-EK �!/ CUT EX19T. ('URa GUTTE!? j�` ! ' y I i�4- PROTEG aD PL..AcE N N SZ `��� r 5 A- O . - CONST. GUSJC GRGS`� OUT-Tap- RAV REM�Ja(E� �11/ - ._ 2 m v--7-r�-�--r► -+�� /i fir"" \� , ��r-.`C '•y�c--�C�' ��"���--�. �5Z Z ( 3 y '^ CONST, CATCN G 31;' ,, .-y y. ► �t.A.CE: A.C. DI KE E)CIS'T, v 1 Y J x O' y, r _ 7 r Y Y r v u �] a • G fi. All - INS?ALL t4 L.F. 5& C.S.F? _ =_ ` - Ex15T. CURS GUTTA f/ To am P?O-reic. °O -`9 I _ _ -_ _ ---- — ,•_ _ ; T-"' 11�i �I. CL '�/ G m i�N �. �sE L;N'c` STA. —,—,rw fCi - T .{: T ` - — — —T--. — — _ � RIQ 9°52 8'E - T T sYo. Io+�o.00 5 - S. 59 33 E. - - MENT BASE LI �x13T. 3o c.5.a 2 4j E. _ S.89°59. 03 E. AME IO-- ° ` _� �. SURVEY 8� IMPROVE NE 4� AF�ANtDOIVEU UNE -� 4� =_ � 5-6 - w _ .',� , of fit — -49r — — w 50 51 52 � 54 5 - - --6 — -—MWD iCy__ _ - CPNS-r. RR-• f,�AeC LINO STA. +01.40 S 8 i�rE LINO 5TA. 50+i�.aor--- -M ,�— ,i i _ E:xlsT. - y �. Q " /� E�oss IS �� �_�' SIC?t••iAL-. >.St./•lFk.tt�j �� rE(AYTors sT. s A. ! t0 � raot3Ear�s 5T. �Ta, 10+00.'00 + , ,� �r� �� �, p� r <' I �fl ��� �`� t�'3 :��= ts_ ---L MWD ExlyT Coo F7,C.P T - - --- CONST. Ft.t?. SIGNAL. iSLANG3 �� -i7: � v �`_ _ - INC- _ _ p�PT�?-7.00' R�c� MP..� � _QD. cid - - - -- - -- ,I'. -- _ r MWS—�i--p i-'ti �, .�� •c- ''�. .9, •..• :ta'.v. ,•..y• ,• -`••. •,d -� .r:` : .g — - "* \;,. - 'o —W V ESTA�ST+ v �, -' �►. I ,; ; PER DETAIL 7415� �Q`U���� ?�' PROTECT MANt�I.Q iN PL.� E EEG. A.C. DIKE_. — - 3 ,, F?Iw ,�. 0 / ,r � � _ 5 f�X40 0 � = g e U , q ,l cows )T. CuRe GuTrER E x15T. Cuiea s'-�:-r-reR r �� ( _ , IMP. -Y '� �i ,�' i x . C9 / �1 CONST. CUIRC3 GUT-rek, + rk �`� CONST. ru�5 �GUTTER ,k� u ,� Q G� '� �•� �w,y 'c' ff �I ?Q r3E Pr?OTEGT�D � � � END CLR9 � Gu-r-rE.i� ,Q � � N (P ��`1� �� Q %P ' S EXIST. 4` R. R � 1N F'!_ACE (� PROTECT EXIST. PARKWAY STA. Cj) 45 ,50 O w qq d + h 4Q,p'Lp Y co' �, , C1 N1 ( Q �. 0 U, _N a PLANTS �; GAS VAULTS 1N PtriEc � � Q L Q N l�COti3T, / N;GE C�l�t Tc 31tJ;,h�,'}LK �� / y p� �,> '�. I� 18 GOT MEET EXIST. CURB > GUTTEF: PRc7TEGT Ek 1ST. FENCE QzQ E- �~ a �' N d tt A.G. DIKE: ZS A,C PER G1TY &-rANGGARV Nr?. 3i7 (� �/ ¢\� fir �,�Q S �� tN PLACE G / STA. Ei0+5© ` � y. ¢�Qj -4-/� R Ax ZZ 4-, �,�� t Its U O.\C�QQC,` ���, AOR GRCa i NCa j>errAI I_S 30 30 FEAT�EI? To MEET EX 1,5;r PAV T. 4 ww�.4y Y. 0 ' - �, n td rJ Ew�' e•��T. l tM STA. 0 4.4 S Ip v�- '� N � W it 14 NOTE= +�EMUVM t-AEADwAI.L,s GSP TO �a h �,WG�� �i.�` Q� J W s ZEN i H w 3 � W V wITOIN is cr � GF R12. Ti�Ar—KIS. x, y� d. �I- OL FOR INTERss✓cTlDid � o� � � s� � � ��. � TYPICAL SECTION i Cx t�t�t�`T 2t_Y FIe_L_ REMAt t�J t IV G >n ° TDST A i L. SEE SH7 d o v7 Y �, F- w Q I� Q0 •- V �� - ASPHALT CONCRETE ROLL { RDxrtoN o� w I-rta 51ar.i`r,D ,� s: 3 J Z .� u ? �3 19 1 a.►v PLUG r-Nt�S WTO CC*1 A T � y,9 � � a � IF- �- ur S L, . . �� a g� PLAN8 V' u 3 a o 4 W r a - o � ° 3> Q 0 SCALE: I"=2' ��_ 'U►� 164 �� 3 w Iw �3 u m �3 dine •X, k IX SCALE: I =50, I i t3,M. FD, GHIZ,.❑. ON N4R1H • ROBERqS ST GLtRa G3 ± EAST Ot= GVRa RF-TQRN NOftTN FJ�ST a - o = r 2 �" I- 0 i x GURU 4ER N'ELLM h,N N ,� C 4t 0 w �0 + + O -- abls; . LINE g 0 E.L�cV. 1383.GS STA. 41+9 3 . 1375 - � ' 1370 �, _ r o !12• p 6 1 0 +25 +50 , +75 _ - Jl . r Q r V V r � d) d} + V, + 0 4 SCALE- HORIZ. I =25 01 1380 m ' d� N � 61 Q 4 a cJ U+1 � i Q > Q -Q t 0 f tR t to fn N N IV + f Q U U1 CIOI- � �- 4 � r Qr • t� � � � o 10 A tri + r U - �o al til N � c I o t N 1375 — I- �► A r 1375 i`- O 6) 1370 a r + + -exls-r. GRouN'ra 1370 t' - _PROFI LE GRAPE r _ ✓✓/;� ���� � ��� 1365 13 65 1114 IQI AMETHYST ST. N N � � � '� 1360 Z , r r IA rr^� O .i - 'f � -I• I� .. Z' oil 0 ' J fi �' F��`> - 1375 PROFILE SCALE: HORIZ. 1"=50' zoy I MPR+wa MENT 1370 VERT. I"= 5' EX13T Gt UN17 jr 1 10 +50 11 -4-50 �s t� 9 gR2(a 214 4-S, 380; 310 304 -32S , S43 Z:7-7 z(aZ . SUET 4.55& ` f 1 O.1 ss 9 3 t o O 8 3 Q ZO ? •5? CcaTA lr .4:-7 �.at � e 45 46 47 48 49 50 51 52 53 54 55 56 57 ` 4f i o ` FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. 6440 TRANSPORTATION, DEPARTMENT BASE LINE o � � ROAD N0. tQ DESIGNED BY DRAWN BY CHECKED BY 5� COM, Df [7/APPROVED BY 157700AN ai N k r/ HELLMAN TO ARCHIBALD FILE NO. J 4 y � r SU IT Y -3Q/ y ST_ RO COMM.= ADM STRATIO :- DA 92-97 aCIL 1 OJ EN IN 1 DA)-E , RANCHO CUCAMONGA AREA r- (j MARK REVISIONS APPR DATE Oiff-DESIGN' E t*cnR " �� Dg1TE- NT OA COMMISSIONER " DAT SHEET 5 Of ?, 0 U = wpC oC ( r N a` Qp 3 (0 d e a 3 Q r i i o _ `' 3 � i ' vq _ I; 12� �3 a PLAN & PROFILE Lv ' °` q o '� � _ 3x13 # ' Q I li a a 3 # 3 z � � WjQ ' > N 2 Jou Q �I Q o h � 3 2 � o A 1 �' "a• s 3'W a O 1 sTA EXIs 240 0 ' � i(� t1 c 0 ER A PT, 27.08� LT. � I M R' I END A.C• rx KE 3Co' LT. � 1 M F- B SO.0c. I I STA. Ca 1 -1 C?.GAO �I ; lli I � wW P } PSASE LINZ STA (AO +44,48 - IVY PLANT�rZ t1 �' bo {3 T CE KLU 5 A N 4 E, STA 1 O+00. 00 —1 -��- -�.-� //T �t �? E3 JWit_ - - I(1 _ - -GLUT- L 1 NE � / 'j` `" - -__-____ --7-: —' G ✓— _ ` O 1 11 i ✓ i nth Q 1 I I' ----s -� - a �� w - -� — N _ 9 22� E; , i0._ _ S.89 5852 E. �.�SURVEY IMPROVEMENT BASE LINE S.8 9 33 E. — — ._--- -� 10 L _ — I _ Gu_ -�,.r N _ _ - — —— - -- v . _ - - - - �� . __ - --.�_ _. . = m-- - - - - - - - - - . - �-- - _ s. - — ,�'177-7,71 _. -+ ° � �� :. J % i'J -� .rte �% j6 V 169 �7�M �7� —_-__ 7-2- 6; -2- 59--7— _--- T- 60 6 ET- -- 2- _ 6 f 65,,_ w - _ w r� i MWD - —W 1' r —w to � � _ APSA,t�y 01�1�� Ea"�'WATr;R m -T- MWDy r- --_- _ - - UL _4 _ j� j ;:.Aye - _w_ jr ``1 W a 1 f- - .0 OIKLr _ PROTECT URtWA1t�NTF\L •': �-r PLACE, A. �7.i err PLACE — R�w--� } J I II I Ex►ST. cu�e� GuT-re� o s�� 11 (u, w1w FLAG r- A.C. DIKE --� � `� � 0 � aa� ti' r3A5E LINE STA. �II E,R 4 PT; 27.0$ WT. C, INAR � ��� PS�Ot EGTE� 1N PLACM I � k '5r'A 01 +74,00 UP 4 PT. 27.08, RT imp. laRG 1 F3 A LD a'TA. 1 O_-+CX7.00 STA. Ca4+7a.00 ; EtJO A.G. f?IK 47' RT. iMR _ 9 13EG. A.G. 011<S 47a RT. IMC �I l=EATHeR TO MF-E t' EXIST. PAV`T• I l STA• a'1 t24.0o II�.I . -aTA• CAI i��,4.f� - , I) STA �00 �08 ' Iu � Ell/D 1:1R0JECT PEATN�R TO MEET- EX.1S`f. PAV'T 4�''•.SO RT- ' s0 y Z - STA. GO+ 44.48 ENO A"C' DIKE 4 MEET exls'C. S TA. 68 t 08 00 BERM 33� RT. IMP. i t, J fil Q �: • STA. La 4 + 8 3.Oc7 = j �I T Z O III E U a M Xtj r h W � 00 (` 11>1 1! Z � I }a a 2 � 2 � Y18 r a j > � d - Q Q> hIY ? x I> r W r ' W 3 T g 3 zQ " 3 a s v ° �o PLAN a a ' F 3 W d 3 Q N SCALE: I"=50' 13.M. NO. A-105 F17. C11iZ.aX,• ON CURES R@TURN oN ARG�t©ALD Ar S.E. COR, �l O i r 4 Q 1365 1365 01 + N t r N u�� +� 9 0 f 0 � � 1360 1360 - _ `r ¢si � - - . d � N t � } Q f � { � p d k - � II _ 10 N q N _ _ -O [� 10 10 w 1355 es 1� �' } w �, v 1355 _ o h Ip wo 4- 1350 1350 N 1345 1345 O , 4O 1 D END PROJECT . , S TA. 68 f 08, 00PROFILE , SCALE: HORIZ. I"=50' � J VERT. 1'0= 51 93 _38 3�3 38 3Cn 5Cv S8 34 C? O SNE�T' 3JI GRANS 10, 1.3¢ ' i 5 1 Z l J 1 2 to 14 . 1 <a J d TO T'A L.S. 100 -1"�TA LS t , 3 Z {; ; 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 i SHEET TOTAL NO. SHEETS 6 II COUNTY OF SAN BERNARDINO W TRANSPORTATION DEPARTMENT Q O BASE LINE GUT # Mee T EX/S T f=,4 V'T (26. 50' e-r. 97 /mR HELLMAN TO ARCHIBALD ' � GU,P� ,PETy.PN/„BATA RANCHO CUCAMONGA AREA 5030Q/ 2 °� ,r2+ 00 If W. . NO. H0�6440 FIELD �KRECREF MMENDED A PR VED BY ��' 40' T Z7. Ca8 SUBMITTED ''PT. g /MP. /G� /1/� w a �_ /3 CG/�3 �c'Erc/RN GRATA 80 PROJECT ENGINEER DATE �$ ROA - DMINIi ATION T CONST. CURVE t�/.aTA ro �i (/ ONST. /8 A:C. �/w 4i to `J r` W 5TA. 39 t c�4. 00 �� -3 6.'# R= 240 R= 2O a O WE iiiii' E I N N IN DATE OUN OAD 0 I iIONER DATE r= 54.1v8 7'7 /2. 55 �� , SCALE i'�= 20� G = /o7. 92 � G= 22.4/' 1G,4CE .4.C. OrV �?Rk/NG GOT W ax T. /9 'A.C. /.�/w INTERSECTION DETAIL s: STA. qo >, zo. 50 HELLMAN AVENUE a � r( U 5T,A. EN/7 COrVC. /3G/c' WAC.f. 28.50 CT. CO/yST. 0 0 W GG/7-TE�P ST/� // r� 5,100 0 (�- N 61vo A.C. /.�/kE ¢�WG. CURB �6 UTTE�E? SI W,AG�t'4�CG�/C. 131X a; 57'A. /O+9/.4 9 EN/� CU�f'/3 ¢GUTTc'"E"' /3�'G. G4NC, l3c,t- `Y•4 G G 2Z 'G T. RT. COrV 5 T. Q w,4cG. SrA. 40 Ie[oo 4Co.50 �► , . /WO- W N� „C F v N �O GQ�V$T, GGNG'. 13G� W.4G G TYPE 8 GONST. CONC. 3K-,t' f-YA G L TY/lE/� • �.C.,P 40 Rr. /M,4 E d �► I f s/G7Ewac� �' Fa.P .Q-T,4/G E' s vr. _ _ C 5TA. 40 f 95.Deo FO/i"'��'T.�/G /'_ f- .�4`Y C(/T �P MDI�E" Z Q h t SEE 5LIT.�, 5/ E CUT-t/NX/5 r" 4•G. EX/S T, A.C. TO r?/s-s� -7, . E,Y/5T. CGY�r�'' w.4CG L1J W �..,� --- /U�D O 50 �,P STA STA, ,r.J 5TA. 97404. 77 5TA. 40tCoCo.l07 �� '� GV'E'3 ` -�, v QNST R N GeAl__ 7,PANS/T/PN f` IBCAC�' A C. m LJ ti `���v`\ C/ G v r7E ti .COMP 1JC rA/4- SEE .5<!T. ' F s -MAN + N 0° 3'77-7 W aV Q" h 1 5TA. 4?fe4CXo G�tr� \\ STA. 117'4,9 a, ,SQfiMw, N c �� f oNG" c` T. aavC. c,t' MA m � Mf1N O E -� O � p,l � Ay G TER G�t/5 C 8 G✓ Q ,c-oR G�ErAIc sEE �N t? W ,�u� a , pN CE /2 -�- COWC. �'3G�' kVA C.G. 4 -r 28.50 GT. cover � R N y> j ° r---- y0 \9 t , 0- 67A. N `J ,�" 3a 50,pr, g/,WO 250 ice/ EA UTT 2z LT, CGYVST. 7fGR 5TA. 4l tD/•43 CUT-4-IN '�' Ex/5 r s//, AG.•� TO r3E' sTA. /2 t/S.Oo / Q Q 5TA. 8 f 9fo.40 G (3�� XQ } i P,POrE'CTE� /N DACE A 1JR ,. s ra T ME T EX/ST. GNC, lN.QG CONST. CONC. �Gk NSA j y� Gc.K R cavi r 1�G./2 C."i v C J cu E C L v �.�,4 v) 5TA. e+ 80.ao �rAce- re'. e C A-Oe �.:;o`, G� G n�YVP q'- f 5TA. /p+ 63.a✓ qj 5EE 5//T 2 CUT MEET EX/sT. _ ✓ •F�MOil6- giii , 5TA. //193 OD `9 5E L//VE 5TA. 4t /fit// 3•C. CUT EX/$.r c A v'T, !�Y/Tf/ ,�/N/5!� 7V I ' '5r,4. /otli /- </ / �,.; . � 5TA. 4/ 130.29 � 5TA. 8 0 80.GAO N MA C EX /3EG. Cowi /3G,� AVAL, 4l0•5 SRT. N Q Q f 5TA: 4/ /B(n. 3(o O V N � �; 1 o W 7 8 .� g N IO W � � \� AVE. Q ccs 0 S 0°00 26 E + + �, w h � !t AV'r / • G (,,� 0 �'EATflE,P 7V Mii6,4'/5T. �i V r EX/5> CGZVC.�r�A�G GONyT/Z �yt�E A COrV ST CO/tiC. F3G ' o STA. 0,,105.00 ' CGYVST. CQNC, iVA G G TYPE' A �?,P �� Q � a `C , WAIL. 7Y/aE'C �R G, :7,,4/G 5EE' 611 i 9 Q � J I rb�crr E'X/3T. CUPT3¢GUTTE',P 3!o LT. /tire. STA/i 5EE SNT. 2 V .• YU h 5TA; 42 f 4Q.00 K 4 N V C'41RG3 A=,d-TU%=,A1 �A rA CO/V5 T. CUiPYE /�4 TA l N � 0 E C h? 22 ,E'T. ctw,5 r /311 /2 C.,�' CUT /YIEET EX/ST. I-Ak, CONC. I-YAC.0 ENS CU�P� GUTrE�P 22'RT, GYw--5T Q Q �•1 I R= 20. �'= Z`y'O ` 5TA, ,9120.03 `� I T= /2, 55 5TA. 8 +25.00 STA. 8+ 51.80 • � ' T= 53:ZS ' h a,C.,f �iPT. /MP. F3�'G. 8"G.,�: h 4j � G= 22.4/ c6wc. �SG,e ",VA4 G PT. 28.50�?r Ccwl� 5TA. 4/f BCp.3G I 5TA. 6 f 60.6W _ I Pik l( NOTE•' 7'�F'.dNS/T/ON F.FOM 8 CURB FACE ,4'A CE' 13e'Tkvds E/V /3.CV. r ` W ` I �` E C.rP, G'1/ 41-4 CU�P/VEiP'S. I � NIP II 00 CU,9a &167 IAW/OA TA k41 F r= 30.4Z' rn , W G _ X9.37 3 , 4 a W 9 ,. Z a i SHEET TOTAL N0. SHEETS 7 II W COUNTY OF SAN BERNARDINO -9a so' TRANSPORTATION DEPARTMENT 2G 2G 1`55G• E.R. reET. Z7.C0&.' UT, E.P RET. OA-'A r f�1 IMP STA. s3 + 7s.SA A - 90ozo, 00' R SE LINE W R= t8"9Z' Y. T= 1,0•xHELLMAN TO ARCHIBALD V L= 29, ec*' Q �D E.P. RET. 23.08 Lr. � , RANCHO CUCAMONGA AREA � � AMETHYST 5T, 5?A. ICt•+4Cr,.33 Z W 0 Z R1W --� SCALE- I"= 20' 0 Y Q a� W.0. NO. H 0 6 4 4 0 FIELD BOOK REF. Q p U ��2 E P SUBMITTED BY RECOMMENDED/APPROVED BY Ln P OJECT E [NEER DATE A RO . - ADMINISTRATION `i ` i � F'EATs•.I�R To P.�IEBT irXiSt'. F?��lT. 84!5F- UN- STA. 54+21.87 GUT,IIXIS_T. PA _r. N m STA . 11 +50.00 d? ` �AN eTUYST ST'. STA, 104 00 STA. 1 i+30.00 / 1 0 MOT � / CHIEF DE LGN ENGINEER' ATE UN0TOADCOWMI S ONE p N 0 25'03"W +AM�TH- � , Y CROSSING AND 00 E.P. 19.08 _-SrA. t o 8(0 �T CUT �IN� - .� INTERSECTION DETAILS Z a LLL ROBERDS ST. & O rr4- ��Z MEET EX 4 CONC. CURB "'± Q 4� 2Co RT. �, A.M e-nA YST s-r >z W AMETHYST ST. to ENO E,P RET. 2!5.05 FLT � -- (� �.AMETW<6T 5T. STA.10145,ro�3� _� !r'7� I PLACE A C, ON PA(Z KI NO LCAT O F� G, M.P. RET. 21.08 LT, � w Q q tMP. 51-A, S4 +C"o3.S3 L1 E.P, RET. DATA _J O= 89'34' 50'' (L 2 2� 18. 92' T= 1 8.76 - L= Z9.S8 13 n_ a , C � f ; �S FEAT! ER TO MEET swtST, PAV'T. / //If f 80 O vj S S.SO LT. c 1 M P. GIST EX IST. PAV'T. / V/ STA• 4-7 +"74,00 STA. 10+?O GON�1". G!-�fT'GN P�ASIN STia. 4t+12.00 j Q SCALE I"= 20' FOIA OC-TAIL. SEE SNT. g ' MEET 1=X1 T. CURP� GUTTER T. lMi� STA. 4C 1.41 .cam INSTALL. 54 L.F Z4" C.S.P -� r '� BEG. CURS GUTTE2 E TENo EX►ST. Z4 P. _ �7'� �'T' // CUT MEET EXIST. GUR 5 GUTTER 40.50 LT. �� A.C. PI YT' FUR yy �./ G, L:T � tM? t.. .P. �IMR STA.49 �80.50 / / - - -- E I DETAIL_ 5EE SNT,8� STA. 48i-t4.�i ' t5 X7.50 LT. LMP ' \ STA. SO + 49.50 �h� Pi-AC O,ZO A.C. M._F3T �xIST, cuRps GUTTA-ta �-T, �� TSTA. 50+49,sp 5M&k. 1+8P�.�3 /,� G " IMP. STA, 40+"tO.G78 � G=XIST. CURt3 * GUTTER TO h oil, Q t EXIST. CURB GUTTEI? TO 6E PR0T'GCTS0 IN PLACE '►; : . cn F ' �. r8E PRc�TEGTEt� tN P>✓A�E EXIST. CURB GUTTER TO 43E CONST CLlRr3 GUTTES? E.P. E,P. I j ./�_ f / , CONST. GRASS GUTTk�a' ____� r Wil. _11L. ` I / FOR OETAIL 5EE SP. O PFROTEGTEr� IN PLACE „ DIFY EXIST. CONST, CUP?a GLITTER CUT L"INS l � INSTALL 14 L.F. 30 C..S.P. - � NO. 9 FLASHEIRS � 1 I CUT � MEET EX ST PAVT,_ DW G. NO. � � SNT,ig CUT �{MEET EXIST. GUR5 GUTTER CATCH r�ASIN �� AUTOMATIC GATES � I STA. 49+�T.OU p STA, SO + Ca5.00 4" +� .4 , INSTALLEn 3Y CTf'N� I ' MEET EXIST. GLITTER LlP / 1� 0 p C UT ' MECrT ck 15T. PAV'T N 4.50 2ACD. F-r. S-t"A •47 +04.50 /�/`�--EXIST. 30 C.S.P I PROTECT trX1aT. N o V TAI. SO+Cos.c�o t MANHOLE IN PLACE Z 11 49 � "� i 50 5 46 ;,� --- ---- + -,r-- 13A-SE-LINE+ �M • -- - r + - S 89°52 41 E S 890 59'03 E i CONST. TYPE C3-Z CURc3 /� - �I �aO�RAr�.i PT, STA. Q0430.50 EXIST. Cad' R.C.F. cf�, F O r'ZC sT S +IO O0 oO GUTTER. FSR iRAIL2OAiD GLASNE�'S / AUTOMATIC GATSS STA.474'71, 0 SIGNAL. ISLAND TYP SECT. � It`lSTA LI�EO P.SY DTNE�Ss �� CONST. TYPE .5-2 CURi3 � GUTTER FOR SEE Se✓IT. ;? / V Q� RAILROAD SIGNAL_ ISLAND TYP SC CT. m / I I CUT U"F_ GCOh,IS"T: CUR43 �{ GUT'T'ER -� ENr3 CURS GUT TE2 QQ_ CUt`15T (::u74 ::u a 41_1T'T cIMP. STA. 4"i+21.a0 �EX15T. GURr3 GUTTER TO i3>; PROTECTIrr3 IN PLACE WEST RAIL. 11 GUT MEET CX15T. PAV'T' I I 517A. 4a+00 5r rn R1 w Raw___ _F / GRADE IUO' EARTH SLOPir VARIES RAILROAC� TIE ti I�ITCI.•1 TO oRAIN 6' FT r�Xr A, 41 7 GU'TTGi 4'1 KT', IMP. STAB• 4'1 +?O.CO � m P' SER MurA►L 7W 5 y1 EXIST. e4' C.S. TYPICAL SECTION to - o ­4 � IMP EARTH DITCH i 4- SCALE: I"= s C / "k 0 i - J s, FIELD BOOK REF. COUNTY OF SAN B�RNARDINO W. 0. N0. BASEL N06440 TRANSPORTATION-.. DEPARTMENT gAWN BY CHECKED BY ROAD N0. DESIGNED BY D RECOMMENDED/APPROVED BY „ � NELLMAN TO ARCHIBALD 157700AN ; j 30'C.5.P t PLACE MORTAR COLLAR AROUNJO 5 +� 7ITMEB �3 I r FILE N0. T.R CMM.—ADMINISTRATIO -0 A-TE 92 -97 PIPE AND IN RECESS . COLLAR SNAIL �— JEC EER DTE aE MIN, 8'' Tu1CK IN LF-AS-r DIMENSION ,�30 RANCHO CUCAMONGA AREA CUT ANt� REMOVE EXIST. glr 9RcN 014E EXI ST.,, GRAT5 a MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEt*-.— ATE 0UN Y ROAD COMMISSIONER DA E SHEET $ of GONG. AND STEEL. 3"f CLEAR � CONST• MANHOLE WITH - t CLAS 'CONC. SPDXY DRAINAGE a MISC. D . C7F PIPE TO P31~ INSTAt,L�fa(TYRJ , - S�AII PSE USED AT JUINT � (NI<.,E.L. 1372.3.5 35.5 Lr. rt mfo.. STH 44-+-?4 GRADE TO MEET EXIST. CZROUNr> ` r r--•�-1 � �. ,. � O Imo' � r PIPE INLET ELEVATION REINFORCEMENT AROUND PIPE 0 .� NO, SCALE I j PLUG HOLE W ITI-I J CLASS A CONIC. (TYR ) t} �a FOR.. c�-cc.�-r >3hs+N I St,4PE GAIN. STEEL STEPS INSTALL 3/4N GALV +�� , *4 @ 12`a O.C. �'4 Q 12 Q.G. STHIEL STEPS MAX, I Sa AP T. FOR CeTAI`. + ` 'A00- 44 r3AR S SEE TN15 SWT, TU'T'; A 4 , n if I 104 42 FOC2 RE I N Is AROUN D PLAN. o B�TN WXYS A\_� �. -�.� ,, PIPE SEE fOETAIL I .� Slabs. � _ 4 /— SCALE: 1/2'x= I` TOP ,► TFC I S SNT. A O ! + 8" CURB f--ACP- 14A , � i $ GVRC'� 'i"ACt� I z MODIFICATION TO EXIST. - CATCH BASIN STA. 47+25 -0 SCALE: Il2".= I• - _ 1 i _ I"�' CURS Cs�OE M uT`Tcx' R � `, 12" GURd tPACtf PLAGE M(QPRTAR TOP':OF IVt/� WHQt E. EL V(�"1�lota = 1374. 84 SECTION B - B SCALE: 12"= 1' I „ 'TC 1315. 44: T.C. 1375,1-7 I � c� /I ExPp CSN J 01N"� Fr.t.., 1374,18 4. , • NOTE: CATG4-t PSASIN SL��� . .: PLAN 3OI � SP `� � 4� r �� CLASS A CONGRa~TE � IL NO SCALE -' CATCH BAS N , - — PLUG LIOLG' W 1-�'N GLASS ,� � i uJ l%� CLR. (TYF') _ t 4 f�Af2@ O'�O,G. • ' Z F-PDXY ' SHALL 13E APPLIED? - �. #,4 EARS�TC7T, w1AF-pE .NEW , o-12 GONGC�ETE JOIN. ilh- SECTION D D NO SCALE 1 I - 1 N 5TAL L 13/4 GA�_V. STEEL. STIEPa MAX. 1 S A.PAr<r - + DRILL 14OLF-5 tN EXI ST. X{ 9" 24 ` -,� I ! GONG. GROUT STEPS J - 30 R.C.P f�' Co` w� �` , 1N 1-aOI.ES. EPDXY SNALI _ �� � � I USED. FOR TA L. I IO 1.3E U R D' 1 I I lsRt7T�G.�1 E'EN /�F� I ' � '✓. ✓ l V V V -T! I -F-7 J >r , i (r S 24" C.S.P. t , ► r � I SECTION E — E _ � �.5.�► • ; V • SCALE I/2"=1� #: G3ARS -= INV. E.E.. 136'a. S.7 , TC7T: Z (TYP) _. 111 0 j 38.00'L"F. S I Me. 51A. 47+Z4.(00 00 ' ;:'r MAtJHt` l.E FF�AM� 6 Gp1/ . � R Sf'LrGIR1L Q4ti/�."N�.?. -T z ,i n ,l • ,` t\ + n ,n• ,. i ,� „ • r , • ' �' • = S}.-liT. 1 I �r 1 I ^ . v r n v i +, J /� •t • t • v t 5�I, t MIN NOTE ' STEPS TO PSE 1NS-TALLFO _ IN EX15T. CONC. SHALL Ak NOT PANE 3�' "OOK ON $" I1D A A-,, ENDS. STEP DETAIL SECTION C - C SECTION A A SCALE I"= i NO SCALE NO SCALE C�� } • I i SNOT SHEETS I 9 II ' w COUNTY OF SAN BERNARDINO a DRAINAGE SUMMARY TRANSPORTATION DEPARTMENT j BASE LINE CULVERT PIPE - INVERT DATA "ASPHALT 'CONCRETE ,DIKE 3, V) HELLMAN TO ARCHIBALDUJI i V) LINEAR FEET •; V) w i. INLET ! OUTLETI z ; Q W - DESCRIPTION STATION LOCATION s LIN. FT. DISTANCE �: s, ;z jy DISTANC w 2 /.._AA5ec G/NE" , Yr` Z t d •r RANCHO CUCA MONGA AREA STATION ELEI�AT,ION STAT'lON ELEVATION o N F— - -� O I RT. OR LT. `s':, RT, OR LT. � � �/� a: � �;. }; A 4 �,8 ! 'k j , .�,.. t. STA. 3(d x/5.00 TO ,STA. 40 f /5.Q0 O 8 7 " y4''fi ` 47 >`2�.25 3Ca✓�D'GT. /3�rt .�p7 47f25•GV z4.0OrGT" /3rv9.05 7,8 , A /N5T,gGL 30, G ,S:P 47t24.00GT. STA. 3Cot34.G� TO ;�aTt� 38 t�d00 L7�! /8/,GO w.o. N0. H06440 FIELD BOOK REF. O t9: ' ' '' i. Ejo ,� `4 47/49.t� GT. STA. f /8.00 727 ✓T.4. 53 t 52 SUBMITTED BY RECOMMENDED/APPROVED BY GYo4 54b� ,� 47 174,00 86.60 r, /972 34> -J7•1•2,.cf.�i?O' X8,00 GT• /3G•9.�o7 7, 8 i /NSTAGG 24 C.S:GT `., GGGCG,P 2//ZO7t309 Cc(4SP1,'.TI)-y,f.32...t;'y2x. u.t} r•r at:tsv'"F,.w,4.r�.r.—'^,...:',.p�.1.4ViR7/,Li�R"4'`�EOc G•A.wE/M'"/TF�M11'3.cP/,..-�►rUr'�'to"/li'Cx/N.-/ ',3Pr..G•�r L;+_i{v�:/L.JQGIE.C�.,4r/v(¢4,s.,G/E8..RN,.T.Yr./drE���t�ef".L;.S_Y/,�"iI.',"iP;G"i.`A,r•#Q¢v,OEi..?x.'Pw.�..:rI`tO'(,7,.:y,.ES,t.`O-�.,.G3T�r'`rc:r/P'`A,Ns'�t,/x.'F;rEj r�``E`4A T',c"TTaraOr;yc..�4P:t�'.�,,��rF'E,/_Il,�,.',;''',.�.1T'., l3.,.;'`�...:.Y.T�a t.•f`_,r"{`o..O, r•/Q.1,�r'.-:i`,r'Ii�/:j,m,tpr»•".r-'`sL:r_`'':?..r `>Lj,°r 1;Y��•`. fi�>•"3w;'`°.'�'':i. i•-; _.Y`.. t<I;�i,,} ' �/T—i�PA���F'G✓..G.I�F�C"3/'"L` � DS/{F/��•�✓E11 El�tiYi`'AA,' •�L�.�`\� K` ,jS��;,''�orf�,..<.�'"y 3jA`'/ Px�I.�. �t,Y,i tA?_�r'E✓Z5.X�4�yT:(E"`�P1_+NT..IDs'�'337�"2�..0'4C".0> �•FaPt/./V1 (E''.t ' al/./�P'�d-'r/S4PPrPi.E...(.�,'f,.!s/ix//L'AVGYE'T», .y M'a. r 4 '5Sy/5n;"TT_}t/Lr'A•+;A`_r�,f�/oo GT 5/co 48.00 'GT72. 90 . 48500 40.G� GT /370.77 7 ' iG.'_.`�•.Y:_rkX'D_-,.',5�/t�E/5.4--.�.N.t-.T:_..%-t._2uv-t_:<'v4.©T,•�,-3..Oi,x.:',..="wr��!..3'ro"a�•`U-•��.*-'"�•�,_ 1r4 `./`C"_....'.r_:T„•T•A„.��.E.a+a•..A/... ._G4•5 L,47.• ;Qf.".0�-!.5,090+_.`ma..,,Sx:,F.�.yG.F»'T,T7•i,'T''`i..°i.;.�4(t./'r..Ys•.Y., � �tE `ri U�-n�/�I a� 2°l>�o4Z394/O/82Q80/BA..•..•42.054(\8�°/.7 0!04 o53° /O ° e P �Ej�CTt�t✓N NOEER/ DATE ATiE ce/O 7 ROAD MM ADMINIAION 9it.40dU rp 3TA . o/ 3A 4747 DNST - -A 52. 0T ' 97A 2 , 0 AF 525.50 MOO/roY G/ �'C . / EGHNGIN AT7 g ROADCOMMINER %AT� N 00 ET2/,00 s5TA. ;67r. TOTALS r oo ro 5TA. '6 74.00 te . 3/.88TA. C 5T5TA. 6 4 f-73 00 A17.7 A. ' M STA.G4t78.00 TO 5TA. C4:”53,00 C>r EGE /o 4NETtiYST sr �GACE0 /3Y 0,1AWCA=5 CLASS B CONCRETE MISCELLANEOUS A.C. AREAS 6rA. /o 5TA. /O.*46.33' Gr3/. 57 T. i I N DESCRIPTIONSQ. YDS.YDS. (.�ETURN -+4- TY.FEll' N-/ MA,PKE, 5 DESCRIPTION 7Qo7Lo T4STA /0 <a- STA /Qt86.00 P� r,GUAJ ' . /5TA, T ;TA.An . O _ EAIA IDIAPeC YS �/o AP�POACNES 5/CMAC. /03 EN/� TOTALS G /8 LLQNTi4 ¢1poA C605E'/J AAldA0 TE' VALEVC 'EG4 •1P/Gi/TGAWE CG05E7 AA/CAO G 0GT) GEF•T C,NE C60,: CO ANEAO TOTALS EC4. 60 TOTALS /067 . qt- ee e"5IAV f• C A.C /N/7IAe- COR (O/6 W5z4^ P To ~, AAFcCA N ®(ZZJ'� mwwQ(8!Vy1am/t��,I+, —r,(/�,3i.o'��A( �t/TS.'�G/E0?>✓S0� -=—��:s..ya/Li,,,i.�`r�st>,/aLPts.wa a.�t.a+�>..i'.,.`'.35'•a.•'.,0s0ON,,'f{.4 w'v�r}i/r���...r=¢L.-.s�._f.f•.�^¢.t'ir+{;v t`'.f tw.'_T.3a�j:.iI?T`;t's'rry t,.t,A�:P.,,.'rG.k.A«o-r3r.•�G_,../'3"�.F03v.f,"j�0.+'/�S*a;05�.;G r'i..�ia.'.,a`//'.__rt�-FryU'r**,:>",'^./}x.'3,,t.r','„�F`f.'G�.'..”r/'.,.C..fi�_,$.,g�(��5 y3f�`,,.•...,,..}1:.•�i,•y._s+x�r,Fl,,t:�s°,'!y•.f'y.�.."—.`ft;•-••es;1 ft...-�t,.�9 t:sC:y.'.�iYii',.:"`._g..r:sti_+t.'.i'a.S)";. }�.,Tf A t�Y>r.,r3 r'.,:'i t'f,j..:v,t,,••c.;.j.,,rr.ftr''.,i•,p,J'WA.1`}",�:^,.r r,e\,.�:��yr..•f-,•as}�Yr.:>,_.r/..„....:✓•ia,jii•i..,-Q,.;k1^r/Xi�1..{,.is x",/`,S,Ja1 1';'L".•;�tIio.N�h1:�.,�l}. �,.�.,, ArP_'rrs�> • T-�//w3 Ge/d C `r ;.„,-,.•�.u,.--R,�WQv< ,'`i,•.,-.q,•a+'�M+1}`�.�..r-..:�-f.'.yr.t,.a.s1�y+•r..r�"�»;..!.,(_�,t�.;,-'t'a',,•c.•es."r.i•l,'"t�,.�,w' _�t7�''�}i"•x t..�,'.<ir,.r,!"-t`a`1._••r,2:,';'.SMar.IIy.v'L.y t•,.:�.s;t°.tt"���k•t".�1�,`,.`'�.,�•t;•-+...r"I,�,.t_;:J:.>•r-.A»{'.34;!~,ti i'..".Y ti','x�,i�fI7.;.•,(.•;...i.'�...:t:•°'�.y*.'A»,>f�`~,F•.�.`,.,'ti,•,`,'•t+r'=".___d 1'r,l..r..'-.".j..-`:a e,w..r._.,°::�'�^r,t's.,,�,�„-.v.,,11•/,1rS~�', F,",:.°'_!"..�)s,"•. ..M�;','r! t.r"ja':•'e..,."pp l✓'r''1/t ,/1-',./_t,,.k.,," ,,e!irfi-Krrb i.- l�¢)J rT.IElF�AG�Q-Yjh�i'►"V�N�I1fill/,[,.'J GEl��J?y,l,IqMOQ/TGCEO�/C�Y5//NSO�'�/�PR�5!///5EEE/ENJ0/A•ES�DLT'DCS/L/aO5'ET+/IT/•`./rNGrEtNgV�'YG'�t�EGEYr�TV7E'iET A4iGE RFVL!cEr�'-:cZ'r/ Y,oN-;1`U�,�'/M.7�•Ci5-t�;'!i1 S�G{.kNv'<!=/3'a,•Y,/Gc.,'pt�rFV,.,/rUE'�{rL0+�,/E.S,r_Tj/OO.r�'`.0',.S,G r/S�.FF+'�r:'.N�V G�e,/4/�SO'tX i i3.R_../�•/Yc�?E.5a!�/t:aO GA•^�N,,,».,TnTr}i*,Pa.T1xo--,'.- -vC,~t,�1,,.•'Ed/�,'e J,.k f`.tTE"ei.`!/t'^rtstr'?.,�w'.\",...2��,.`i;,K',r"�ir is`.t{1i<S.if,}r':or..•r..1,.'*'� ;z a.j,,ay•rlf,rr`.'.'.L o j",!.,;�.r,ta>Fy%_:"°o.,,,.-R r}„-'t...'•�\•.�'rt7�,O,;.r'_ti'yr.,.r�°!Er �,»x�..>•i..'F:%�,.t�.p;',►.y�r'1 r 1 I r r..`d".• 5.:,�9..:,•'.�fi- /or� t+- D i.T,•(gR i.?`:..„.ir,":;:s\O',t.J.r.'”.7_t, e.'+,.8\• D'> 5 Mi:0 S.r-`s0•s3rA,,'��t��.A.!/. NJ►`Gra..�'1k E-fG°'ti«�T,J/'/P+i E'iEE*T'J.D GT�"x E/..-�l�1T- 0_E\./A3'E'�/03'•OPA !l�!5VtE \ e -13A�5e VAR/E5 N .:.'O•- � U(H 7� wit�t ° o GE I STA. // cA9 VA STAGE Il — 4 t '�yA': 51,FArP .V . / /O') , k O 604t# P .'� a tE TOVEF/�sE'iCE'�`(`1;'J�•C�GT,R 1 �P lot. T� SE-1C- ' M/N. OFEnJ G3T4�FA.C" / i r/A/ C� P/ /3 , W iPEMDiEEX/STGA /E •/ oo a 7.6 JI ` Is • • TYPICAL SIDE STREET G! VE CLOSURE NO SCALE 0.50,AGGiPECATE /3A SE Cr/d d /19 \ * /3E COWSTSTAGE 1:1ET��5E5 J /5!11!4 -�•IvAiE7G` l ya 3 E,G#E'O'LN N ;o '` SEE f0,4FrAl3G E OEG!/V,5AOSf%4GL 13E ND. 1UAN STAGE I CONSTRUCTION STAGES 64056/0 GANE5• 2.) 1EEM0, E STAGEI NO SCALE ATO 5TGEZI CONS>�uC]'ION. • : rn /.RGG. /3E t ;t to �{t �s45-r �TFAF F I,C COC0 TROL DIAGRAM O 571'E4f T(SC NO' SCALE` (/ O1 J D Q T ♦ ziT � h - _-C+ • ♦ - - .. ' R i SHEET TOTAL NO. SHEETS 10 II COUNTY OF BERNARDINO Lu Q TRANSPORTATION N DEPARTMENT 0 WEAKENED PLANE JOINTS BASE LINE ' CURB a GUTTER .-, r..------.- HELLMAN TO ARCHIBALD --24 --" -R?z RANCHO CUCAMONGA AREA 3 I/a" i AI,.TERNATE r W.O. N0. FIELD BOOK REF. F44W t.INE ' H06440 SUBMITTED BY RECOMMENDED/APPROVED BY $PANDREL SPANDREL I s I /30AA PRESSED CURB '� l� fl � / 1 f �G y A S f OJECJEN EER DATE S RO OMM. - ADMINISTRATION DATE CU 8 aGUTT�k �MAT CtFF IEf DESIGN ENGIN E ATE 0 NTY ROAD COMMISSIONER ;.• a OTION GNU CUTOFF A �I41- PaNSIaN JTs �. DIK 50' SPECIAL DRAWINGS I L PLAN KLAN " FOR ROBERDS ST. USE 6' z • 19,-6 Q 0 � 0 1 PE114":1' r' N ,y• �' ��•' a• a ;;.r. .• o I"LIP �' 0 STgEt, TROWEI,. FINISH Q' 4• °,a � .4. w ', .p. �. LO X10" .' SECTION, •• ., �„�.'';••� O 1/2 R .. Z 4„ M' SPANAREL CROSS GUTTER 6 A 9 A W SLOPE I/4” i" - 1. DRIVEWAY APPROACHES SHALL BE CONSTRUCTED OF CLASS"B"CONCRETE SIX -J i�tv t' o �. o ; n v� 4. Q, .�. . � :,_; m P �• 4 a INCITES THICK. ' a " " '. �' a .°•Q' 4 A ,e ILL 2. BROOM FINISH REQUIRED. PREMOLDI_Q FLOW LINE 1/ "� EXPANSION JOINT FILLER SECTION, A-A SECTION B-B NOTES I . DIKE SHALL BE CONSTRUCTED OF TYPE B ASPHALT CONCRETE. NOTES : TO THE NEAREST jGINT- 2. PAINT BINDER SHALL BE PLACED ON EXISTING ASPHALT CONCRETE PAVEMENT L CROSS GUTTER SHALL BE CONSTRUCTED OF CLASS "B" CONCRI?TE' PRIOR TO THE INSTALLATION OF THE DIKE. . " 3. SEE SPECIAL DRAWING NO. 8 FOR RESIDENTIAL CONCRETE DRIVEWAYS. S M" R5 AtJERE9 ON AN EXGF;6GIVE ' • EIa"E'e . 4. SPANDREL $HAL(, BE 8" THICKNESS CLASS "B" CONCRETE. SAN BERNARD;NO COUNTY TRANS.DGIARTMENTSAN BERNARDINO COUNTY ROAD DEPARTMENT SPEC. SAN BERNARDINO.COUNTY ROAD. DEPARTMENT SPEC. SPEC. DATE,: F.VC. X63 ASPHALT CONCRETE - John R. Shone COMMERCIAL- DRIVEWAY DWG M. A. Nicholas GROSS GUTTER DWG. M. A. Nicholas DWG. COUNTY ENGINErAR NO. I COUNTY ENGINEER D l K E NO. Z DIRECTOR OF TRANSPORTATION (STA. 43 + 40.00 NO. 3 1/a' 3/4" I/4'"R SLOPE V4N,I' —w-- SLOPE I/4"'I" _� 3 3.. M °�. + 3/4" DIA. PICK HOLE :4k • • ,< Cr wz to t 7`x_1'� ♦ 22'" DIAMETER � o ! / PROTECTION BAR 3/4"" O GALVANIZED CLEAR OPENING '6 :• ' ! A CURB ARMOR AND SUPPORT BQLT$ / I/2N ROUNp STIRRUP , SHALL BE ALHAMBRA FOUNDRY Q A•391F OR EQUAL.. v GUJTER. FLgrf LINE - - 4 • '-^r 4 L-ENOTH SHALL, BE OPENING x I SUPPORT BOLT t (ALHAMBRA FOUNDRY A-1572 OR EQUAL) WIDTH PLUS 12 INCHES _ , f ( , CATCH BASIN STEEL PLATS 40 $E 14SED eftY WHEN kfewti W4 Pt 4. OPTIONAL,HOOK t WES. ' ' I. EQRN s • ♦ ' •. � QTI?$ AND OT HERpETAIL.S SEE SP. DWG.N0;5 •� ,: .• L�...�.,_„." A 2•tTEEL'PLATL� SHALL NOT BE USED ON CURVES. 23 s "" IA, OV ;► /a 0 COVER M ,. TAIL t STEEL ANGLE � SUPPORT BOLT DE Z ---- X 22'" DIA. CLEAN OPENING " 111 OPTtONAtr CHOR 2' 2 - 4 (1/2"x 6 DS) . --26"`DIA. = CAT BASIN WAL I sI ct 105° ' ' N il � lO- % • i E 16 G V. STEEL- ` AN E 3%Z- 1/2"" STEEL A C AT 3'-0"" O.C.(MAX.) . NGTH SH BE OPEN G WIDTH PL 12 INCHES STEPS $HAL E ALHAMBR _' MATERIAL: CAST IRAN ( GALVANIZED) �$ FOUNDARY -3320,A-3 aTE ANGLE CHOR -T� OR EQU r CID NOTES 1. SEATS OF FRAME AND COVER SHALL 8E MACHINED TO PREVENT NOISE. ¢ Rl .� 3/4 NOTES: 2. TOTAL WEIGHT OF FRAME AND COMER APPROX. 130 LBS. ""'{ _ , w — 3. MINIMUM CLEAR OPENING 22"DIAMETER. AL6 OTHER DIMENSIONS ARE NOMINAL. ! " Z 3 L' A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4'" IN DIA. SHALL BE } �3 O INSTALLED AND EMBEDEp 6�'AT EACH END. _ m R�QTE$ 2. ALL EXPOSED METAL„ PARTS SHALL BE GALVANIZED. .,STEP NONE REQ IR WHERE NV' -6 OR LESS. IN ALL ONE 3 $TE 16'= ABODE r wl-EN•VAI` 'E TMN' 3"-b• rt,E,ss CA NIZED S t- STEP 3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED?'ON CENTER, (D ' 4 Q V) N ,5-0. WHE 1P IS MORE 5.-0-0 STEPS HALL BE N - VENLY SPACE C� L2": INTE 1S FROM I6■= VE THE FZ 0 WITHIN tZ*= F THE TOP OF E' BOX. 4. ALHAMBRA A-1530 OR EQUIVALENT 1 PLACE ST 4y WALL WI OUT PIPE OPEN GS AND UNDER ANHOLE. m SANB�RNARDINOCOl1NTYTRANS.DEFT. SAN BERNARQINO COUNTY ROAD DEPARTMENT SPEC. ` 0 SAN BERNARDINO COUNTY TRANS. EPARTMENT • SPEC. CATCH BAST N SPEC. MANHOLF, FRAME: 8c co CATCH BASIN $TEED. PLATE F 14-7-4 DkTE'+=.v.c. 1-64 D �� L JF Ila- John R. Shone DWG.. OPEN I N G F John R. COVER -� PARKWAY DWG. Dwro. John R. Shone DWG. Shone Nd. z GAt,.VANIEp &TEL $'�"EP Qirector o>t Transpgrtation NO. S COUNTY HIGHWAY`•ENGINECti NO. 6 Director of Transportation NO. 4 � is oc I � SHEET TOTAL NO. SHEETS II it COUNTY OF BERNARDINO TRANSPORTATIONN DEPARTMENT 1 6 RIBS EXPANSION JOINT AT END OF RETURN, � rr� �O See Plan / ��^- AND STRUCTURES BASE LINE 0U 0 O � r-CURB LINE aQ0 p00 HELLMAN TO ARCHIBALD O 0 00 p VariesI Lip O O c14 0 �T�= �zrt yes -ft-3`To or11�-- GUTTER LINE RANCHO CUCAMONGA AREA - -�3•-�1=J�A--I�- .T.z ' 0.25' ASPHALT CONCRETE � ` "`' o - - W.O. N0. H06440 FIELD BOOK REF SUBMITTED BY RECOMMENDED/APPROVED BY /F PLAN 0.0535 CUBIC YARDS PER LINT '/ 18.7 LINEAL FEET PER CUBIC YARD FOR D/W STA. 37+ 60.00 a STA. 38+02.50 PROJECT EN NEER DATE S ROA - ADMINIS RATION D T USE 3' APPROACH a 4" PORTLAND CEMENT CONCRETE D/W. CURB ELEVATION-x CURB LINE zl:kl 24 I/4" DIA. 6" I/2"R PLACE PAVEMENT I'/4' A80VE GUTTERCHIEF DESIGN ENGI AT UNT ROAD COMMISSIONER i I a \, i SPECIAL DRAWINGS26'DIA. 8 m rl/2"R 24 5/8" DIA. _ `� rl/2"RG I,R t rl i/2 / \ 23 3/4" DIA. Iz /� e a e . e L" A 4 . p O N I" DIA.PICK HOLES , d PREMOLDED Varies (6 Normal) I '� ,XPANSION Ln 31/2" 22" DIA. 31/2 I L I/4JOINT FILLER a 29'� DIA. N -- - _ — 0 PERMITTED 24 Z w L d ( ALTERNATE 0 n- ) I 1 SECTION EXPANSION JOINT w 0 _J NOTES _ 6 RIBS NOTES: SEATS OF FRAME AND COVER SHALL BE ' MACHINED TO PREVENT NOISE. _ '��•, Depressed Dike f 2. TOTAL WEIGHT OF FRAME AND COVER I APPROX. 380 LBS. 1 3. MINIMUM CLEAR OPENING 22"DIA.ALL `��4'� T OTHER DIMENSIONS ARE NOMINAL. i I. CURB AND GUTTER SHALL BE CONSTRUCTED MONOLITHICALLY OF CLASS "8" CONCRETE. 3/4 " I M 2. WIDTHS OF STANDARD STREET SECTIONS SHOWN ON PLANS ARE TO CURB LINE UNLESS MATERIAL:CAST IRON (ASPHALT COATED) I „ OTHERWISE INDICATED. 3. 1?4fERYAI= SHALL BE VARIED :1`0 AbbeW MAT64IiNG, OF dGINTS 04 A9jAGENT EXISTING? ".`IPR-_.'-_'_EN. 4. , 5L wl ir=p; GURB AN9 GUTTER IS PLAGES BY AN EXTRUISIGN MAGI 1INE MINGR FINISHING MA* BS DONS ALHAMBRA A-1310 OR EQUIVALENT SAN BERNARDINO COUNTY ROAD DEPARTMENT SPEC. SAN BERNARDINO ODUNTY ROAD DEFARRTEN MT $11 SPEC. MANHOLE FRAME & F.:_ ;:�,�ir;�,�c c")uNrl' ROAD t� r,i;li. r�r DATE: i v.0 7-65 SPEC. v v .K - John R. Shone DWG. . _ Key. v.E. .7-n John R. Shone CURB AND GUTTER DWG. COUNTY HIGHWAY ENGINEER jj COVER - ROADWAY N0. 7 = ___ E'vcl^JEERING Dlvls! `r� ASPHALT DRIVEWAY DETAILS DWG. -- ---- DESIGN N0. $ COUNTY HIGHWAY ENGINEER NO. 9 I —n Fm N rn � . r ib CO 1 0 (00 z `�` z Dvm. No• S 0 T SHEETS a ; .SEE �..�H1' ss� `3 '� -- COUNTY OF SAN BERNARDINO TRANSPORTATION DEPARTMENT Q11W LOCA TION MAP 13ASE LINE a Ne l/m a e7 East -io Q rch i,bo 1 d No �c ,00r. Coco' ©ngcr Qj � - o �+ �,/omesfea Assr�. _ �Carlcho CUcq°mOi79'Ci a•recl' o ` �Or CUCq'rr� W.O. N0. A/064WOFIELD BOOK REF. SUBMITTED BY RECOMMENDED/APP ROVED BY 1r) Nomes�ead.Qss�. u � a � p /Y1.g �/ N ( N �• �p0 ►ROJ C�{ ENGINE WW DATE ASST. ROAD COMM, - ADMINISTRATION DATE 0 rn� • CHIEF DESIGN ENGINEER DATE COUNTY ROAD COMMISSIONER DATE V 14 � 4a J` _ 0' ? �.QO✓BGAw ke n 1 l2u>ce/ 1k,27p 4002 NO•� ,��'--� � t� r1o�o iis-�� ,��vs pARc�L a Q>r Q o Q IN '9 �h ¢ ' • 3 be crcqu��-e� r odo/i�ior��r/ �P/G!/ 0 ul /, �recr of Tem of Er A� .�I�• PA�G�G �Q 33133' Par. 2 $r. 3 r ® F' ,� y d •I / / W 5�4`,✓i�� X5.89°5J�21�"'E O � t(1 _ ��f 589'52 37'•� �h� `�1 ?" � � r 1JY. 71iY. -ris. A?7W V PRay. R�IK �Q 5 !JO G8 i p I• N� A o QI 3 �W p°r yL11 f T.9 a G �•� �� / • 1��- o Cc�c.Fru% Garr CIJC ONGA VIMY-WRO 7',�,7,, 60fl . ''C " �p 1 3 -3 M. 2//67 � 1 t. 7, /Vo 6939 P�� j�Z2 pAR rsl,B. 9//49-52 Cl�GA MONG A 'C>b � NO/YlE.STEAL7 .455'N. NT IPar. .3 Pca� 2 /�93 �o AcG?U s m oN c/zE-s __ pP Igo Q Qd(.a Grontor FEE ESMT ©T3aER AREA JRE�A o � �• 00 I h o 2.94 2-94 N Pp � •� 202- 212- 0.9 0 N OW�rI/, ✓eriy � crry Rye. Co.f.��-�,Shren Chrisf Ch• G 52 3 ec.2 I(a-79 31q (9G,24/5g1 O.R. O.GZ� T.A7E• 420 /. /8 CW0PY'r14 /NT'L /N,D615T 00,Q',Q7. " R��'l'-- RecA-�379*r 177 (gCoCo4/332) O.O/ 7"RE. 2.70 2.69 +65 - m -�- �— —S i m 4 ,T..—1 T L.�r T �--— ' - 5 r pTo,/. 0.A .f �, �i1 rYJUO,QE, ✓. O. � ON. � 7-R. . /.14 1.1-4 7� �. 78 mFivi l �;rXfs 2 Z O � 13 r t .3 � ~h PA'�GEG Or Gp7 p/7�S �10it/E O. Cu7 7 2.2227 � 2-22-78 935CeJ14/�ao3�r �1 �Q �,D' 8� 5e . 3, r. >s�� I mos- /¢ * uo-rE ' tet. anp<ov� ate. -7-at--78 ol � m �,8. /I��/,3 y �J}f'E3.��9 su.B.s,4R©, A.-�'reu> ✓. ug � o.a¢ r.r��. 0. 09 0.25 u W G. N10 ;t ZOO- o// -Off r 1 SHEET TOTAL t NO. SHEETS COUNTY OF SAN BERNARDINO TRANSPORTATION DEPARTMENT � J BASE ,, LINE j x Hellman Avenue East 10 Archibald Avenue 4 t.� POR. CUCA ONGA HOMESTEAD A350CIATION RANCHO CUCAMONGA CITY M.B. 614& 11� 11 1z h W.O. N0. HoG44o FIELD BOOK REF. �a I SUBMITTED BY RECOMMENDED/APPROVED BY PDR. PAROL MAP No. 4002 rn PRO ECT ENGINEER DATE ASST, ROAD COMM. ADMINISTRATION GATE Q I CHIEF DESIGN ENGINEER DATE COUNTY ROAD COMMISSIONER DATE v 5 370.39' 2 O O.1 l(01.23' Is' Is t85.1(.' Tj Z 'i q. go' go' Ilto.�4 I 4 PAR. 2 PAR. 3 ° 03 r 1 Oji Loi Ac net /./S Ac. v-f o r Ul l� y� d gyp• I ��°��'� 3 Qp�- ��, 3 O 33' I 33 I leep� _ w 4 O�• 5.34' _ LL 1pL Jo ,°, N N T( J N Q 3� MARVIN N. B�NDT�et � T}{OMAS A. Pt�CNL J of �x N P,lJ.2. NO. Z PACIFIC CoN� RETNIZENI IN CHRIST CHURCH � Z E L11.1E 921 SE LINE ER 0\0613 a+ v c ALTA LoMA O"M CHURCH P.O.gOlt S98 A 9188 SAS 2 >�A N J Ry x /o O N ALTA LOMA CA. ALTA LOMA CA A. 9258 6, BASE LINE ALTA LOMA � N � RICHARD P.KIvz ��s 89• lG4.66' 202-24Z-10 202-24.2.09 ALTA LOMAT CA k.I 202 242 07 202-242-0� Zoz -09l-38 7M LIO" ST. ROB`C. S. SUMAtER31 e{ ox 202r�2 -2 -08 I DOUGLAS K. IrIOtJE�e� �>< � 202.091-39 W ALTA Lw'k CA. d 9t90 13ASE LINE (0 Ln 9404 VALLEY V16W -[ 202--24t-2O ALTA LOMAT CA. I 40 Q3 ALTA lOMA� CA AUGUST H. EtT R 30 202 242-II 1 (Q s� 202-091-17 P0.Bay, 7250 Is' Is' . ,zi 6� 7 ' 194 9U ' 9U - Itt;.�4 - N. '/4 Goa.SEC. 3 T.1 S., R.7PJ. o 4 tJ�l Tra6'E .so9EdsPme.rf /24r.lv6"E5. 4 M rz� t i• 4-I + M M UD.tot per e-f No. 6945 /� / 44) Pw r D.R. l-'938 /� � Y 1355.l8. Peir?Tr.ac�'�Nbt 3331,- _ 9A-SE, LINE - ""' 19-7.92' 32 33 34 35 3(0 8�0.DO' P,-- 377radNo. 3573 38 9 4 41 � v 42 i 41 4 A-5 4(v a `� GXISTIN� R�W _ o S 30 , J 367.s 8' 120' r � ANDREW J. SUBSARO 2/'°>. i `\a� 25' 30' 6 ONTARIO) CA. 91164 �o- �. y0 P�J.2 /VO. /O N. �Q to• suj N 202-011-03 n COUNTY SAN BERNARDt�1 �.. 1ao,�3'- y• r 30' o• t08-431-0Z Z 2z �• 20 Easy dor ingress-egress 43,' L�1 POR. LOT 3 �. 202-611-47 ZO2 Olt-58 ALTA LOMA /ASSOCIATES per- �.R.(3058�329� C/o l PW/Nr R. MARKSON ��� ND 9 G• �- 7o' 1014 POUNDS AVE DOUGLAS K. NONE e} ix /f,• 3 WRITTIER CA. 202 FASHING LN STE Mo `V TUSTINI CA. 202-ot1-p2 3 — S Zo8-431-14 �, 140' N c�1 p A POR. CUCAMONGA VI EYARD TRACT, SUB. -,C„ POR. CUCAMONw, FRUIT LANDS IN SECTION 3, TowmsHip 1 SOUTIH , RANClE 7 WEST MA3. 21/G7 M.S. 4/9 / by QI DGNTi �b PQ S 18 2so ' m T CT o. 729 /40 i tih W LG .ND Ma. t2► 8-39 FOR. BLOCK II n �< INDICATES TEIJIPORARY L�IGNT OPENTRY �T 3 m - F;;c TAKE - OPTION TOTAL TAicIrLl �N u 88 14� i DV4G . No "I I to A. ^ N i 4 SHEET TOTAL N0. SHEETS 3 4 F COUNTY OF SAN BERNARDINO 0 TRANSPORTATION DEPARTMENT 2 z 4-,s' 150'' 6O M BASELINE Hellman Avenue East to Archibald Avenue $� RANCHO CUCAMONGA CITY II i I W.0. NO. "b"40 FIELD BOOK REF. N SUBMITTED BY RECOMMENDED/APPROVED BY (r ►RJECT ENGINEER DATE ASST, ROAD COMM. — ADMINISTRATION GATE I iOg QD +� —COU p HIEF DESIGN ENGINEER DATE I COUNTY ROAD COMMISSIONER DATE TICA�- po%1.1TS 140' 25 los' 65.93 PDR. CCA NGA HOMESTEAD ASSN. M.B. 6/4(o f` Q I��y yn LOT IZ BLOCK 12 _ Q -aTREETN N 20 140' PDR. L T 6 BLK.B ��.e• A10• 4 1� I CUGAMONGA k Q MES EAD ASSOCIATION O G20WTN IN ►EQNArrprlAL ti0 qL los' M.1 1. (o 4fo Z 11JI�USTR(ES` COtzP. LJ w PEOTONE 1 ILLINOIS _j 0 Li - 140 25 140' WAYNE F. BRINDLEYI at ux WA`lNc pENN15, e,•} POR. C )Cl1M000A 140MESTF-AD ASSN. %ALTA LOMA ANI HOSP 7289 AMETHYST 231 S. EUCLID AVE 63.$' M.Q. b/46 fo 603V• HENRY BODN>=R Lor 12 � BLOCK 12 ALTA LOMA, CA. � UPLANDS CA. Note: R/�v 'LT V >� rRE re So>w L. McGae zt al 42(,6 VALLEY AM ME � RDTHOP . RICA L• M50N,-t vx X0`1 6 Zr t qOMARKALEYAISpER 939CoAsT (3t. 3 I701 IJASHPoRT �. 202-1(0l- 10 ZO2-Iioi-09 �ROPf05ED R/�h/ v. l;NCINO CA �,$ 3 33 conts>`i. , LA�ouLA I CA LA VE . �o RIJE CA. LoZ-o9l-l0 �R.' po if 0 6A �� Io4 0' IbyS 1, 154.42' eXISTING ' 160-93, N t EXISTING RILV I35�.48 ParTract tJo 3331 � I 5 Q: - 45 4(0 4 48 49 51 — 52 (A-20.,3_5"��in 6939 53 -- n `=5�• 55 5(0 (1420.98 �r T"'i IJ-'-8z4-3)5 =:Y} I N1 dI c"tn y .�•4.� (�. 8 m o m 1 0 +, +I ` - --- + 240.55 ' ' °' 67.5 i PROPOSEp EXISTING R�Gv KEW EXISTIVG R/w—�� / _m M I EXISTING R/u1 �I ' o.s.L. I <T�EGE'TCO� 20' �0 32' t�9.54' 73 ' 30' 3O rF I 30' _J. .110. 7 i f�,4.2 /VU. 5 tog-43Z-17 GEOFFREY R.TIPTON)etux 0 MERMAN REMPEL e_+ ux I 0 n ri 0 p� �I 1 9519 BASE LINE N N 'v• q3 \41 PO C30XX 505 4 k�l (D CUCAMONGA CA . 79 Dc - 3I 1 N p I ALTA LOMA, CA L' 1 �Z I L� 2 zos-432-1b JOHN D. OORE: 208-541-OI M gyp• !�• I 2 P �q.5 I 95c5 $A E LINE (, lip TRACT No. 9 Po 2 gl I 9� 0 MA 121�3 8.3 I I ALTA LO . A CA ?$ �� "ILJ I (OT 14% � I J I rn QO moi' 1 I I I POR. LOT 3 rs' 2os-432-Is PoR. LOT 2 a N N D 1 N 3 , �-- , c ,-n E-€Tr — - Vii" 71 J I I / I 15 POR. CUCAMONGA LANDS ` 4 I `" M.B. A-/9 7(0 zoo QQ LEGEND Q0 INDICATES TEMPORARY RIGHT OFENTRY N _n } F m z 6 o _ IN �N .3 m 233.05' 135' ., jILI SHEET TOTAL NO. SHEETS 4 4 W COUNTY OF SAN BERNARDINO TRANSPORTATION DEPARTMENT a 0 �.– 6 4.8.2E f f II BASE. LINE I N Hellman Avenue East to Archibald Avenue e RANCHO CUCAMONGA CITY PARCEL MAP No. 793 I z _ F.M.B. G440 40 . Sl10 PAR. No. I W.O. NO. N FIELD BOOK REF. Ia SUBMITTED BY RECOMMENDED/APPROVED BY ROBER05 CouPa FROJILCf ENGINEER DATE ASST. ROAD COMM. — ADMINISTRATION DATE �-o� to V &D • PAR. No. 2 CHIEF DESIGN ENGINEER DATE COUNTY ROAD COMMISSIONER DATE C,\) I PAR. N0,3 I 202-141-39 25.00' Q I a I wd `N I 16a.z6' Q N Q d I rrs oo BENJAMIN ,J,akd MELgA R, FRANKLIN v 94(.5 WILSHtRE BLVD. STE. 305 1 ,BEVEtRLY HILLS GA, I I -------------� .; � � 2o2-ISI-40 • JAMES T. at)a LORETTA L. HOD50N) e.t al I r rso.00' 3687 N. VALENCIA AVE (� I PAR. No. I z Z SAN BER NARDINO,CA, °r° N p 202-1�1-32 I �I ( PAR. NO. 5 oe SIL ALTA LOMA CENTER 4 333 So. FLOWER 5T No 95 I POMOMA FIRST FED.SAVA0A0 -ui Al N I I LOS ANGELESr CA. 399 N. GAREY AVE r PO MONA) CA 202.161.38 yr� 20Z Int-4Q I I 50' 50' 254 313.26' 'a � EXISTING R�W _ ,$'ouffiLmeGot6,B/k B, Cv�gmonya/�omesfeadAs�. -7 4 N — 1 591.2 D Pe. P.M.A),,.793 Js- Cor.Lof G N EXISTIN�GR 1A/ �— 021.20'per D.R. 7879/939 v a v � r (1420.88' Per TYACIl No.8248) r - ---t-- - L- — -T - - — 7 —C.-� � ; - - 3 8 s� b� �fi - - - - �$ - - �0 -- -71 I 137.00 pev r. 1 —�--- (,S Co(cl. 4 Pe-Tr. 24 �� I (09 m 5 7 53 59 !'00 I lo) po.at48) M b2 (o - m o I EXI5TING R/w r � o Ll J s s 1 J 30' 30' ' � 1 DOROTHY A. R ICW-?,S PROPERTY INVESTMENTS WEST INC. I h 9635 BASE L i E P.O.BOX 7 50 <r; I ALTA G,OMA CA NEWPORT BEACH► CA • `•' 8 I I 208-031-19 208-031-18 208-031-52 208-031-53 N `- i N Rni ..................................... j- I EPP—,R 1 3 Qp fig. 74 GV0 �t0,11 aI� ............... ....._.._...........................;................. 5 -n �. F DoT I M /03'1 Z W O � t m� 3 mA •-4 �� 16375' 1 •24' o m fr o,. No. fI14� A