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HomeMy WebLinkAbout712 ESTIMATE OF QUANTITIES GENERAL NOTES OE'S C R / P 7"/ O N QUAN7/7"y T C NORA • / CONSTRUCT' 0.25' A .C. PVMT OVER 0.50'A.0. ARCH16ALD AVE) IG OO s.,- 2 .F 2 CONSTRUCT 0.21' A .C. PVM'I' OVER 0.33' A.B. (i EM9N KLUSMAN JADE ITE ORANGE Sr. 59 /88 S. • N 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND 3 CONSTRUCT 8" CURB & GU'T'TER PER S . B. CO. S'I'D. DWG, 115 3 060 L.F. THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS . ¢ C'ONSTRUCT CONCR-ETE CROSS GUT'T'ER PER S . B. CO. STD. DWG. . 119 / 260 S•f• 5 CONSTRUCT CONCRETE SIDEWALK 4`' THICK PER S . B. CO. STD. DWG. 109 /2 638 S.P � G B A4 ON A V E N u E 2 . STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD N0. 303 G -CONSTRUCT CONCRETE SIDEWALK RAMP PER S . B. CO. STD. DWG. 110A 2/O S.F. AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. 7 CONSTRUCT STREET MARKER PER S . B. _CO. S'I'D. DWG.' 303A & 303 4 Est. I _ SHEET Nom. ¢ —� g CONSTRUCT $ CURB ONLY PER S . B.CO. STD. DWG. 115 (MODIFIED /53 L,R f • f- •� •• •• •• �• 3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 9 REMOYe 4rXisT/NV BARR/C,4ZW 72 L F � � FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY /o CONSTiPdCT vAiQ/,qgL� AC CAP. �EAT.�/E/Z TO AO//V G 790 S.'-- C .� RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING • // C.ONSTR!/CT CONCRETE ,BLGr.�ClvALG PL'�R STp• �AN /VO. 30/ G!'r2 L.F ' DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT /2 CONST/PUCT OR/X.-*YA Y I $ I I 12 13 SUCH FACILITIES ARE SHOWN ON THESE PLANS . G 9so z 3AJv AN W °I 10 /j cays7-• 8" A.c. oi,rS- X93 t•f`• /¢ GOiV3T c34RR/CAO£ _ AYBIV J 5G "L•F j W I w 4 . SHADING ON STREET PLANS INDICATES A .C . PAVEMENT TO BE INSTALLED. k I , 5 . AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT - Q ENGINEER TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO LEMON AYL_/VJJE w j COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN PRO✓e'CT S/TE 5 I 14 15 16 17 N MET. Q ] IB 6 . AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE h1I SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO N/4Nt.t q I COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS IL j COMPLETED TO VERIFY: 4 p ` A. STABILITY, OIL CONTENT AND SIEVE ANALYSIS V OF ASPHALT SURFACING. 'K Q I = B. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT WI d OF AGGREGATE BASES . 3 V CRA/VraLF STREET I Iq K kYC/N/T Y RAP � � j W 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 9656 NOT TO SCAL 25 24 Ih1 41 �J .COMPACTING ORIGINAL GROUND, AND ALL SUBGRADES SMALL BE PER- I I FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SMALL BE SUBMITTED TO THE CONTRACTS I ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR 2 i 26 go APPROVAL PRIOR TO PLACEMENT OF SUB-BASL , BASE AND/OR SURFACING. 4j 8 . ROAD DEPARTMENT ' APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM (q OR ESTIMATE OF QUANTITIES . I 9. /F ASPNAL T CcW6*RETE /6 70 ,BE F�L.4C6�0 01,VW 0TL y e-W SUBCiPAjOE 4 I Z'j 22 21 01L STEP/L,4,Vr PES/STL.Pd"O B y T.[1E E P/J. iO.P U5£ UNOE.P ,4.C I I I � /1iV0 fPC.G. S!/,4L G L/N/FOiP/y1L y Af�i�L/EO .4/T'�/6r M.4wU�.4C77/RE.PS i 1 1+ I iE'ECO�f9�NE/VOEI� R4TE' FO.P T1/&' R!/G L P4l�EififE�/T til'/OT// P.P/O.P TO �l�l�/NET. I /NOEX MA P SCAL E /W/00 ' S/�IGiOTX/,E06',ES �c',E�/.C/O 5'�1GYJTis/ G'X8'X/�e"�'.�,G/T F./�C',•E Cd.�/C,2„�'T.E �sr''A'/%z" .5T•G C//.4.1/.!/•E.G T4P! .BTit�1.P-.4/•GS' ,Qf,DC.� w,4,D.•G �' 6'-O^' •'//G•4� [„/til%E.2T @ .8Ti�1•, P�///Cf/ TO .P.EG'„E/!/-� ��Or a�,cY f,'/2' �. sT,G. ,ei.Bs @ 6�o c•. w.EG.o /.dsio.E //a''Sq. sr,C. Tr/.ai.�/6 � �Dr,E.• ,a,G.G M,ET,4,G cu�1,f..G .P_.,Ec,.E'/l�,E 33 33' .Posrs // / /�' 2G ' ll' ,YLq.Y -4 o•C. � 7�1/O G'o.4T.s' O.� . ,Gar .B,Goc.�,2//sT- , . , �.rr,��,�,N 25' 3° - '. •- , , ,, •i 3,� N Paeewarr,�„Es.ovv �Jv Mss /321jh , kj )1 /CAL SCzC _1 - �. a/V �VE/VG/E _ '.. • Nor ro sc�4 e -- .�. s.Ecriov �o sc.4,�,E - .• •• •. �, . -, • ,' �. Raw - � Raw O ,c�'rfli,G .B •• 60 30 ' 30 ' N!�w "XB".riG"5'PL/T FACE GO.r/C.e•ET CGu/C2ETE S/OElr/�.L C TRAcT 4wAY OF`t/,q,G,G - P.4/�t/T,PJ/G/.vG BG�•G� /00 � S•E.E .o.ET///.G .B � .G.EFT 50 ' 50 ¢ /'DAR /4' 3G• p SP.G�T" �.4c.E G'pt/ce,Er,� B.000.� �t/fJ.I.•C.. H'ROUG,vr /RoN 4 /.5' 3•5' io.s' 33 i O Q 3d' 1/ " T. '- 5, /o'+ J3'j EX/BT PNMT iCA/L, gEesr �1 ' d T. 0.22 > 4 F /f F. L6✓EL LINE _ L CONSTRUCT ION NOTES 'O' rA��' '� �t O6T.4. BON LEVEL L/NE I — —— - /1/ --yrs 7T NER7 9/Lt EF�j 2 0 /2 O CONSTRUCT 0.25 A.C. PAVEMENT OVER 0.50 ' A.0. • ' I • 1 /A/A/ fEATNEP P1gCE 0•/D'A.C. TO ¢r AND ' 5 2 ri 3 TOEX/f . FEATHER 2'til/.i� 2�----CONSTRUCT Q 21 A.G. PAVEMENT OVER 0.33 A.8. 3 3 fLOPEYAR/FS f,?/•B TO 4;g_5 e 0 CONSTRUCT_8" CURB & GUTTER PER S S . B. CO. STD, DWG. 115 _ V �4 MaP eAR 0 TYP/CAL �L_CT/l�N� ARCH/QALO AV�NU� O--CONSTRUCT CONCRETE CROSS GU'T`TER PER S . B. CO. STD. DWG. . 119 S REE NOT TO .SCALE O CONSTRUCT CONCRETE SIDEWALK 4" 'THICK PER S . B. CO. STD. DWG. 109 TYPE 'By 5PL/TFAcL: TYPICAL SECT 10 N ORA Gam' T T CONSTRUCT CONCRETE SIDEWALK RAMP PER S . B. CO. STD. DWG. 110A CaNc• ,ac,rwAtl 4 /'E,Pr, BAR 7\ CONSTRUCT STREET MARKER PER S . B. CO. STD. DWG. 303A & 303 f�E O6TQJG 4` Q 29'e.c, ✓AOf'/TE ano' KL USMAN A VE/1/U� - - (8 •CONSTRUCT $� CURB ONLY PER S . B.CO. STD. DYJG. 115 (MODIFIED)/JTC,P05$-r+U '� SpANL7REL <1/'d✓6 #4 JJoi�•BAR NO T TO � O( 9)RL`'MOY� �X/ST/w� BARR/CAGB 10 v Op/VSTRUCT YAR/ABLE AC CAN. PEATNelT TO ✓O//V• 5PL�to�01,44zrr' 11 CONSTRUCT CONCRETE ,6GOCKWAGG PER STP.. fL,4A1 30/ 7 302. DETA/G NEPao.V•© 12 O 4"TNICA' PER S.B.6o• 570. 9wa. /O 9 TYPE aq,� �s�oEw,g4r a�evE J s/DEI�sJCK GOidS T B" O/XE P�� 5.B.Cc• STO. DINS. w•Q //7 F'E-R rYPIC4L SECT• ON STO. 9We!;. /V-Q/// � ACL� B 1JM/N. � V TICONTRACTOR /Q CO/✓ST• ,BdRR/C,eOE' �'.P 3,8. Co• S • Old. 4V O , ' PRIVATE ENGINEER'S NOTICE TO NOTICE To 3 '� OCONST 8/lRRJc,4pE .oER S.,FS• Co • 977J• OK/6i. /V_s 30,5 305 a. •'�'4'�°ir`3'`'I'� •�• `• '•�� :� + The existence and location of any underground utilities or structures shown CONTRACTOR SHALL VERIFY ALL 'P4 'y0'r on these plans are obtained by a search of available records. To the best of e`:`• .: our knowledge there are no existing utilities except those shown on this CONDITIONS AND DIMENSIONS plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- 3 et. BL ,paRs 3~°y' aLTNo<t�Rs tect the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER 24y 2¢ plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT lines or structures. &C.S. 14814- OF WORK. © STRUCTURAL xmlz - 3PL/T EsIC� AZ 0CeMW L NO. DATE REVISION APP. PREPARED IN THE OFFICE OF / IMPROVEMENT PLANS -rl BM 234 FIELD SOUK REF. CO - NTY Or- SAN BERNARDI hL0 FOR W.O. NO. 0 L>dc.ia,i9�7 �fW-40 a,?A,Ols ov att.ved srRE£T 'f✓.4oEir4r.4vg. SJIJ,�'. sr 3 , ,, MAOOLE & ASSOCIATES, INC. © �, y•trt.� ��� DEPARTMENT MENT Cf//SELEO ❑ /N wesr CURQ RerUR/v OF s,.w• CONSULTING CIVIL ENGINEERING Added We11 deiaJs TRACT NOO7 3/ 78 REVISED STREET sECTior/s . COR/UER OP LEMD/V ,� AME Ti�/yST © s 5 c- I uns 'gyp ' ROAD NO. 17802 SKY PARK BOULEVARD 0Vz4WlEO : Ac?PRo�JEO BY: Q ORL�W N aY: F-y8 NO. IRVINE, CALIFORNIA 92714 �`x,"�'Y9656 e� .ELE V. /394.85 PHONE 714 • 540-2066 CHEGICEQ 9Y' A55�T. ROAD COMM. E GR O[aTE I f-lp_ 77 RECOMMEtJDED BY T lT L. E SHEET SHEET I OF041 M40O-E RG.E 14814 d E NO REVISIONS 6Y OATE COUWT\V ENG1t,JEER DATE OO ` f............ h \ N 6 - tev n � ti EX/ST !iR�U/IJQ L \ \ / � � {• : , � � o '� s h \ 1575 -- —��- z - /270/t•145 fAN A _ 4 q Q Ql O ltfOi n �� R 10 N ` 4 .- St \ ' f '` o o}' NORTk 5� 10 0 //] 3• d�� 7912.` / 0000 /565 1584 �r lsf G O 1575 Kc,0000 0000 N yr -- _ R,4 / / , _W n h / kh / N h "41 _ 0000, � 51 t / 4 000, 5 ` 0-100 0 �,./ O IN e zssa•70 0000 5o Yc /56 1580 /575 cjxrsr �Rcwrvo s7t/ cum Pr / `69 NS H a 'R : - _ f-St t5' - '—''�� --+.i c� n r` K 4C Q -2 � INA 29 ° a f IN 7N o 44 O 0 h � PROFILE R \ x HO R IZ,, 1"- 40' r— _ VERT. - /O // 12 /3 14 15 O % Z 3 PLAN SCALE /' 9.0 - v W SE�MO/V' ANQ NUDE PLAN SCAL,& /= 40 ' Q h � ( ZI 20 19 19 13 S o ri KL U►. I MAN AVENUE e C .•' /(.:. /! = O:k ®CONST. SPL/T F,4ces t � � 4 , Q 0LaCk 41-1- w/TaP $ N I I SEE SHT /110. 3 14 Q I t CoN9T 9PG/T-fQ� WXo& V/!r-/X,1W Xsl/G /'EX I ( rJ `'evevl'ty4LG PCK D� /G� OErA/L ON SNr. / � q, t !itTEO P,4�EMEHI 4 o.V 9N�ET / �' ` 9st`. ` 41 P'e,4/rV H : I 14 15 l6 17 O v 40) oo rsri�G OCK r��=�Wsrss._ - - — - - - �1 A i•'?::F 'i1 f L j5� ' /(/EW rJ/TGf7 (�a ga, V �) —_ exis r• 6 CONC• AL� .•— - �;'.;?`. . ___ avar r0 O r6v Q v P�.. mr rRAC ,.� ,. .- _„ Fci✓ �` c1Y/,) _ cis �i �1 c cxK�o 'rR �tib1�1t I I�' '---►`� \\ J I O ' .Y•i�. `h� ` i4-- - r POW G/ti -_ .f- • --- a--_— s---- F--__- 4- 4-— -'-- —f- —t---�-- _�_ /SLOW f N� ,r- s 1- Me7I�L L� M m - _ _ �xig /.vs Dire ro f3s XovEo� _ __ -- yY� -- ,-,,,� - - _ __ S --- --- -- --- -- -�-- - /-j-j-- -- --A-- -- /-r- -/7-/-r- eX/sT �P%/7-/-T- -- - r -- -- /-rs/7 - -J- -- - �f/r -- �- -- 'y - J7711iZZ J / �. / - O777 / .�f � / / ��j/ 12/ �/ / �/ / / i ����/ / i° / —�/ / / /� 5 __�j --,- �--I s505 .4.ec/'ie,eco Ava. �X 5”2BMa v AYE` I I -------- - -- --- - - - - - - - - - --- -- - jr olty. `. f�. 1 19 60 ,h I ARCHIBALD AVENUE 38 3B , M li 24 19 el 25 60' • 30' 30' coNSTRUc©rVN Ndr4rs /s' /Z• /O cONgT 0.25 A•C• 0VM1- 0VER 0.50 A.B. CURVET RATA.' 2O CoNST 0.21' A•C• PYiVr• OVER 0.33'A•B. %1AP517& AVe'/t UE Q co/V5r• B CU,Q� $ v�UTT�R PER !7 10. Co• 5T0. Ot�t/6•//5. SE2 SHT NO. 3 D R G T q 9o'4d'�/3" ZO.00' 3/.d9' 20.27' QO c0/✓e✓T CO/1/C. c, 5 CUrrEiP /PE.P 5 8. CO• 0n Or'YG. //9. ORA R /� GE C 7/?4EE T O C01tV 077 CDNC. 9IZ725 14z k ¢ Ts//CK .DER !9-0. Cb• 5To. OIYG• /D 9, Tx'!5r 3 y M V V / © Go�VST• co//c., 5io��vg4� R.4'ti/P r'ER 5..8. s•�3• Lo• sro• o`YG• /ro.4• ®O GOit/gT gTiPE6-T m-41,e&6/2 PEEP -6..8. ca • 5r0. OGU�. 303.4 { 303• COiV97' 8'/CURB ONG S/ .o6R 5.8. Cp , STG7. p�.t/6• //5 ('�LIOO/F/EI>�Ar 0055-GUTr��'•SRANOREG 0 �PE/>!/IDfr� Et'/.5T BA.�I.P/C�IL7l • 1 110 O/VST I�AR/ABGe A-C. CAP 471 /T 40 JO//V• v II CgNsr• CONCReTe /3LaGKlNALG PeR Sr9. PLAN 30/ 3�2. DETA/G: ort/ /Q O CO/Vg.r ca vc s/OE WALK 4°'TW/4C Pte' 0 8-a• VrV- Pgla- /0 9,, TYPE:f y PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR w. 0. NO. MADOLE & ASSOCIATES, INC. p Re- 'sed rn� ;i. , 'Z ROAD DEPARTMENT TRACT NO. ROAD NO. CONSULTING CIVIL ENGINEERING 4: Re�rsed wall on <t,rcl„fx,(d Aveave !�(1 17802 SKY PARK BOULEVARD - d sec iv - •?,�8 DRAWN BY: APPROVED BY9656 IRVINE, .CALIFORNIA'92714 DESIGNED BY: tJ� � 7'S FILE NO. PHONE 714 - .502M ' • CHECKED BY: a' � ASS'T. ROAD COMM. ENGR. DATE ARCHISA40 AVENUEGf r . No. 0-112. _ RECOMMENDED BY ORANGE s;r/?EET SHEET 2- OF 4 kh. -MADO.LE R. C E. 14814 DATE NO. REVISION BY DATE COUNTY ENGINEER DATE J. N. 102- IG3 • �V� 25' KC. L 3/69' / V r f g(i N MCA4tON Ilu b4 OM�M 0 li 5 2222.. 2222. 2222... ' t t o �3 X 29 $ � �V�S -� � v �; � � �► � � � � /sof � �y.�/1/"_ - 4goo dp f �1 G _� I gob r Gv a 0 14 /5 3G.48Kc- � / / tl! �- � G �► f N roj e/o Q L=7 72 Pl /5G/¢/� C/��� � G• n ,�� � - ° N � _ yt � �} p a i � � �� � 4.3 p/I�CRotW C/NE f o, .. D 1 Q� ° Cli'V S` : k1 ` �l� p► N l! \ �' s !` �+UR� H 0 m S V . V N TQP Q , E/jG o� ,, , �' y,4\ H ti �•r° 7Qflk o W A y M/ N. p 3 4. 4 u M UNC 0 t4% M a /580 �.'JOj ° ,.r p1i .� I o v l5 � /539 p - ./' t=3209 \ ��` \ � ((y / v Q• �` • N lv RCie- .� G= 4774 ,G• 0•C •3� s�a Pf /970 9f � ¢ 0:9B' Y•Q• :gas' a�4s'rt�:'.x�vs �� p� �� �h v` ;P 1� x•40 -� R/. /sr�•;�i Ij ` 4p 4 '�' kt 61ZAI» O O.C l\i • '� V 0 � �/ 2 _ v /5ro/ /a1 6A5 GSR,/ " /5'6Q N a �. ou a A o �.� @ f b fel / G : n Cl�p U /� tv1 n V: l9 V / y }� o�N — WK�- 0.5 y R' { � � _• , � p„� f3 r: a} Q O ��gNyymNN a•, s1 � '4 � � /'� ' • 57 C(ffZB t� p \ hp► O M N l4 N �► 7 � O� �� ' 0 ,I V O 1p '1 , ` ` =3// ` Its ¢:QZ L=dGIle 4Q t 4 5B LsO G49 ac• � � Pr/S93•G2 x . v /.f 7<:; f h o `` f /- 4776 L= 7.78' L=3208 PROFILE HORlZ., .1"�40' ._...... O. o '.. x y 1 = - . r o i _ /0 �/ �2 %3 /4 ERT . �' /5 /6 9 /O // /2 /3 CURVE DATA D R L 7 q 6'3/' 3 "' 268.Od 37.09 /lo•// ` - B G"51, 30 on-op 2777' /3 9Z' 7J C JD'4G 32 ?0.00 3/.G9' 20.27; .' /? PLAN SCALE . / =40 F 9'33'50" Z'10•AD' 4/.73' Zo°J/' AN SCALE �f0 O ELS G 117' NO. 2T PL 250.00, 29.93' /4 98' LEMON AVE H '5/' 38" 250.00 29%3 ' /4.99' SEE SNT No 4 G / b'S/ 38" 232.617 ?778 /3.59 - y 60 ✓ 6•s/' 32'' 2GB-00 3208' la-as", I /8' /8' /2' K 89'/3'28" PO.00' 3/./5' /9.73' 3 30 9b'gG'32" 5-0.x' 7922' so•�a ✓�I i :� ZZ 23 24 N /O°/2135" 232.00" 41-34 W-n' 0' lea O /O /t'4/'' 2Gece' 4776 x394 V 0 •¢ S 6 7 m I I o 38.00' :laza' 3?.44' 0 Z 0 1-•I 0 O=ti O -. I :��c�' I s Po Q /0'/2'4 " 2370oo' ¢456' ?2.34'' ti m V � � f i• oJ V h A q1 ► t V O R /0'/2 '35" zso•oo' 44.0? 22.33' S T //0 0•/22''43/5"" 208.00' 4776' O � . N 2:5-14 0 oo � 0 v vE�& M-00' 4/•3500.73 8 D to >; \ s's yy QUA sV /37'53'/8' /39 58' /30'.65 O er.•:1s ;,,, , ,; ;.-.r.-. •, �f'�,��;�.. `!. y, g R x t t { 4 ' a s `W - ....K ; —w \�^ F YY�//VVV \ R O y. —is �EJC1 ST GRaUNO _ �•� ' ' � N 01 0.5/e 4s 41 'k19 k7 gQ 1590 ' M V /Gg'1 $ \ ao � G- O•G• — a � m { n1 ,/590 � /ST �"�► � /59 _ 9�p - o0 s Q , to tA Of a PROFILE HORIZ. 1" — 40' i VERT 4 PLAN SCALE.' /"=40 it110 a ,��% /4&JA gti'���v h� ti•�� A` ay�yf� 2 cA N h %B99 ; i ��9 k 9 t/OEW,41,C rPA 20' 4000' h / Nt I I q P CONST.SP.0/T F•`'1C.6 � ( � '� r � � Go' ! yq1� I I Cao�,eET� B.CGY I 50 woc- �v�row 'v-/- :p , —3 GONErR UC T/ON ND 7"ES. 30 30' I /t 4/L 'PER OETA/L n 1'7� 33 I � �. oiv sar. /. Q' 0 v o 4' 3 6 ` D CONST 025'd-C. Pv/L1r OVER 0.50'A.8. CON5r 001 ' q•G. PYtiIT' OVER 0.33'A.g. :0 7 a I I I I S 9 JO i 1 12 ARCS/ dAL D A VP/V 0 ST 8// CURB P°60rrE/Q PE.P s•0. Co• sr� P IC. 116 !l(L U5 Al A VfN!/E see s r UE j ® Co�V5T CoNC• C,?oSS-0c/rTER P��• s.a�sro. awe. /iq• NO. 36-6 � y �0 SEE S// . , G 5O CDNsT. GDit/G. - s/IJE�YqG k .���Ty/cam ,oE�P • Co. ST1� D`YG CD/Y57" COi1/C. v^/IOE(i1/,¢L,� rPq/17io PE� �r'•,8 CD• STO. .U�1/(r. //D A. p• Q CDNST STR�"E r yJ,41fWe5? t ale 5'•,8. Co 07V �GYl• 3d 9,J � 0 ® GO/t/57: 8 Coww oN6Y /��'.? 5.,0. Ca STI9. 014/6. //5 �,l7crp�P/60�A O ,�EyIO!/E Eyt'/.5x//1/6 .BA�PR/C✓�OE. G•.8• �o 01ra. I9GY6•//7' J� cz�Q TYP• 5Ec/' OA/ S70• 'D!?�6•,4/s ® CO,t/9T BA,�R/cApE' .o�R s•B. lo• 510. 944/6'• /Va 305. LEMON AVENUE . �g 3a5 � 305 a. • PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO. MADOLE & ASSOCIATES, INC. p ,ea�s�d P/ocktVa//af cab �rfarn � �, ¢?o-� ROAD DEPARTMENT TRACT NOOCONSULTING CIVIL ENGINEERINGAdded ROAD N0. sir• section DRAWN BY: APPROVED BY: DESIGNED BY: 1 •S•'1•! 9656 1 FILE NO. 17802 SKY PARK BOULEVARD �� IRVINE,' CALIFORNIA 92714 PHONE 714 • 540-2066 CHECKED BY: ASS'T. ROAD COMM. EMR. DATE ��/V/�� �� A ,�C DwNO. 112.- 0- 1 2. J--/o -77 RECOMMENDED BY /�/ [� SHEET 4 OF 4 b M.. MADOLE R. C E. 14814 DATE NO. REVISION BY DATE COUNTY ENGINEER DATE J. N. 102- (63