Loading...
HomeMy WebLinkAbout662 3 � ESTIMATE OF QUANTITIES GENERAL NOTES DESCR I PTI O N QUANTITY 114 4AC T NC) m 9452f .C 1.1,G 4117 54, 0 3 2493 I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH TSE PLANS AND G"�C.C. G'U.eB 6'UT7.Eie 3 292.G•/4- THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS . PC.C. C.e4SS 6'!/7T.E.e 2 7l0 5 _5F 3. STREET MARKERS PER SAN BERNARDINO COUNT' STANDARD NO. 303 l_- AND 303A SHALL BE CONSTRUCTED AT EACH ERSECTION. 3. ANY CONTRACTOR' PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY CC,vC. B•c.OG'•� Gt/.4.G.G �lo'�S//c5'�/ /, BC -L•F t g TN 5TI2E ET RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING CO,C/C. B4O00,� `S/i -4Z_1.3' Td ro'f�//csi�i�J B.31L.F � I - _ - - - - - _ DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT ST�.E.6T .C/.4/y1E S'/S.v 7 .E.4• NORTV LINA g•B•CIO• SUCH FACILITIES ARE SHOWN ON THESE PLANS. .�4.ee/!r.4o,� /re 8.G•F �� / �R�ADvVAY EASEMENT 3 E E � 8 N E E T N O- 4 32p VA2169 Q 4. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED; C1z4r4e4NCE' "Wet,EFeS 28 e4. �. S' aVENIFNT wmV ! Q 5 . AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE L C IA' NorTi or(E- owlEe, II �{ 2J PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT (N9TA L C'LEARAN E /B w11cr 19:7',Pgye54, 2 2:11 23 24f des rG �y 28 S eu ENGINEER TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO MAR►C�RS@25'o.c. 1 �f77 / ¢ � �,z s.e.60.R.o. , COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL r4PE�2 7v ro'wroE® I 9M. No. 3o4 BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN TD VVA.7�770/ i 2 MET. - 2 � 6. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE ' Ks=;"; ; ' ' 1•o`.MIN• SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS EptaE PAVEMENT 2' O I o S E EET O. 8 W bJ COMPLETED TO VERIFY: 3 PES E V V N4 t�L.4N5 I �0 �G .33 0 A. STABILITY, OIL CONTENT AND SIEVE ANALYSIS 32OF ASPHALT UJ B. R-VALUE, SIEVE FANALYSIS AND SAND EQUIVALENT W S4 ,!/OT TO SC.4G.E ` OF AGGREGATE BASES . / _ J 9 3' 7. COMPACTION TESTS OF EMBANKMENT' I" CONSTRUCTION, TRENCH BACKFILL, ryw Q N = COMPACTING ORIGINAL GROUND, AND ALL SUBGRADES SHALL BE PER- /I�P�YN?l�1I/�4�9553 7"U189�44.9/ FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT 38 WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS Vp rP/Es 7U 35,34' sr,4. 2G2��- ./3 W � Iil . W W ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR /4,001 Fmom STAB /,I ew,,-oo (fjl V1 APPROVAL PRIOR TO PLACEMENT OF SUB-BASE, BASE AND/OR SURFACING_ To �rQ. /tet�,s•43 cv I / 7 b 8 . ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM TU ;r95.� .JJ I _ _ OR ESTIMATE OF QUANTITIES. I /7.A0'feGWl STA./mot//.65 Tb V 9/,V4R/957U /.5,.93' I� � 9. IF ASPHALT CCUC051 1$ TO W PLACED DfOTLY ON gU1IGR'ADE, A 054,/9/,�41,S5 001L5TE2lLA1JT 12E016Tr12BD I5Y TUB E.P.A. FM USE UMVeP A.C. AND PC.C. 10014ALL W UNIFORWILY APFt.IED AT TWE MANUFACT_UFZER'S WZCIOMMENPEO 12A71E Folz TNI; lzvlC L P4VEMWT NIOT74 P(zloa TO PAVING. TrP ter 40 s Q. ac.•a i TYPICAL SECT ION HAVE-W AVENUE N NOT TO SGA LE WIN 610 R/W RI`IV 8 8� R/W 1 0401 30' 30' 44' 44' I gE E S 7 / • tA' t8' iP' 12' 32' 3 ss' SS' s' p 9 ,F• �. �- Z W Q Ij4n .05' y4•/FT s = #'l fo.of' �✓4 �t=T. ,� _ �J �t ter: - 4 2.0 •4- 2 rlu •<; O - M e e a 4.. i W * T ¢ 2 3 QN TYPICAL SECTION 60 ' R1W TYPICAL SECTION 88' R/W __4 L NOT TO SCALE NOT TO SCA LE R R/W - - W N4.7 7 � � /N/ R/W CL R/W N .S o gE 3F{T _ 5 s/15e1�,4z-X8 25' S, E,�SE,F�EC/T 33, 33' 5' '7' Ig' t ?' 5' t l' 22' 22' 1.11 4 SZ 51 - t ,rs' 4': G ' oS 5a' mss' o.s `' •� ger • d �� /i• 10-S 04 1 6 \ I 197W reAcr .va. 9432 _ go'S.B. CO. L7R4iNQr-M5 ANO vriL/TY EA5E'Ai16AJ7- /t=Tc 14'T I/4,IFT 5.0�, 4' I 1.0 1 , J --2.0'0-- — - - -2.� ._- 2. 0,CA IN gAleeO. ,4 CCE-55 ' - 112 ' /2 I TYPICAL SECTION SO ' R/W TYPICAL. SECTION G6' R/W . t °o sre,EE7- NOT TO SCALE NOT TO SCALE _ _VIC'IRIA -- /7 GEE elf 2 PRR/ATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE �.Ei�/�'/� Rifer' .CLQ 21� The existence and location of any underground utilities or structures Shown CONTRACTOR SMALL VERIFY ALL C111S *O~ A1•E CO.� CVGIi.E".e7- I WDEM M � }•� i , 7EMP. ,�c on these plans are obtained by a search of available records. To the best of CONDITIONS AND DIMENSIONS /4.f�40l�t/.4.L.L• .Glf� CO,e /9T// �/�PAlN AND /LMP BMERG AOCES� our knowledge there are no existing utilities except those shown on this I i �i4�•c'�.L C/,� -y.L.�/U.E plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- f y'4�'E'u gCAI.E I"- �� l 6EE T- /VO �o77 T- tect the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER A/0r ro SGAL E plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT s lines or structures. OF WORK. ' NO. DATE REVISION APP. PREPARED IN THE OFFICE OF IMPROVEMENT PLANS - MADOLE & ASSOCIATES, INC. FIELD BOOK REF COUNTY OF SAN BERNARDI NO FOR W.O. NO. CONSULTING CIVIL ENGINEERING ROAD ' DSPARTMENT - TRACT • N019 ROAD NO. 1DESIGMED BY: APPROVED BY: 7802 SKY PARK BOULEVARD IRVINE, CALIFORNIA 92714 panwN By: J�( 9 4 ,Z3 �l WG. 1 14. ",'W'`) FILE PHONE 714 NO. �(o 2- 540 2066 CHEGKEIa !3Y'/f, ASST ROAD COMM uGR. GATE (� = ti 9452 -1 blu 1*11� It QODED sTQUGT. SECT' TITLE SHEET SN EET OF f8 ' .j. MADOL E R.G.E. 14814 DATE NO. REVl51pNS 8Y A E COU1J1-v E►�iGtt�IEER DATE .J.FJ. 102- I So i i OD x0 M � NORTH ,BOUNO Z 4AI/ E Nt • 0 D ., o � � DN N4 � � xh � � �� --� � Q a o o o �• oh D ,, � oa � m \ u ° % � X cp N � Oh q0 � � x � � `" � - t�iN o0 x 100 C} P/. _ /32.89 Awa7bP Of ,�.G � LU.eB °o N N o — h m m h � m � N � � � m ,�xisr seoU,vo � O X370 Z) 1�s p --' X � Tl�� N I� PROFt LE. , "OP i Z. l = 40 i3yo 185 186 187 188 189 190 VERT. 81 191 192 193 194 195 VeTrLC-r-T0R WALL HA Ve/V A VE h hxb^ _ w. Z//-/16rS-EC. --7a $ , W. .G/.!/,6- ,Al. O°l3'i7„� N — 6� N 4�4/'��r E ( it N co Ql —•B=zo' N2d � 6 a Q N 4 H , 11A W 4. (3 r9c 50.00 60 oo' 6o.00' 60 00 0.�0 60.00 60.00' 60.00' 60 00 - �, oC - - -- o - - - -50 oor - - o C)C) ��” 1n -- - - - - - - -- - - -- - - -4 - - - - - - - - --- -- -- - - - - -- -�'- N 9 TV.1302`(• N ' S I ,n j F?-IW �0 7�}�Go O FENT N CONST" WALL v-1714W SRZE E 1-Sf DE FAGS !8 *AN 31:RNAizptNO aJ Q/w LINE F�joM 32� l2 �nilY AT- - 'C7,4/,G,4'' l8 18 •191+A-1- o �It� LA !B 18 ? A tai 95.o t► �. NO 5CA L E 3 4 T - 10 12 13 � 14 15 --i �• ( I� II N� 1 2 5 6 S 9 I ! 7 SEE SHEET N0. 5 o R L T PLAN oM A 90 00 00 �o.oo' 3•.42' 20-aa' SCALE I 40 _Covsreycr�oy .C/OT,ES Co,yT�,yU,E,a 0,30 A,C. RAV,--A44W T OVER 0.33 � CLA SS Z A•,C• eEX r2FRIOR G7R' .� ��//�T �?,e,E,ET ,(/�q/YJ.E S/G�/ P.�.e .T.'6 CGS -- 3 ,f/O.//S C J—CcIo�.Cv/Ss'Tr CcOo.�/C.. •4�.x.1�z>0,�5' ' CON ST• PEFLECTOR WALLS 4G;' ALLS@4G;' PLACE EVEtZY loo C.C.Oie O P5Z QETAIL- ON SHT• q .d/o. /io 9 ::29 /8 POJVA51e 4102-6 TO B6 ,�E,C.004T,E0 Bi' �TiS/6'.e5' THF 6F1-i ')F F(ELO BOOK REFEREWCE COUNTY OF 64N BEPWARDINO WO. NO• 16 `MADOLE & ASSOCIAT S, INC1 ROAD DEPARTMENT IMPROVEMENT PIANS FOR ':CONSULT ING CIVIC ENGII\ EERINCROAD NO. TRACT BRAWN BY BY: '17802 SKV PAQK BOULEVARD j DESIGNED BY: \ (��, FILE NO- �(/ !i!/ Cie. /9Tiy S7iE�.E.ET IR 11t! , CALIFORNIA 92714 C�S `9 �`2`T'�1O, a� Z; 'PHUN E_714 540 20G6 _ i y (0 8 CuEc1�Eo BY ASS'i 2otaD COMM. ENGR. D�Tr✓ C f •" . ® AVPeD-DEFLGGT01Z , WAL.L.S g A V C I� A V N u E -- _ — �COMM1r1JDED 8Y ' /,Iic.�7 l ADDED STt2l1CZ". SECT j SKEET OP F�/,e,�//.S/�,E�� ' MAOOLE R.C.E. 14814 DATE NG. REvcStOh1 BY Tt✓ c�aut.�rY euGiNEER DATE FROM VIGT�(ZIA�C. NOi?TN TZ� 19T d.N. IOZ - J3c> P 0 o - 0 x 0\ I o � h N S, � N co L--60.07 IL Cp 51 A1,4 A14, 414, 414a 4 RIO hi • � I T 1/7 of 0 � •E.G� �U.eB /.d/O \ ,� 195 196 197 198 199 "VOERT" I"= 5' 200 201 W J I \ J —�—. o i a •+• N!11w 2Gb�28.13 � INT• � NO /3 /7 y✓ �, N in l - � - N. O'O/'Gb"E'. - W. LWS 5567. 3�0 W - NOZ-rH e)CUM D LA N E N. O° 14' 13"1<. _ - �a°° 8 D�° - N I U,, N @-7 7 Ex �rvEMeNr f N r6„ Q ��y�L �� w W ----- -- ---- — _ w UN 1RL9 60Q7'- - - -- — �.��- -- — - -- - -- - - - - - - - - --- - - - -- - - -._ VIA — _ - - -11078'- -- - 4460' r0.00 6o.cr� 6"1• �_ 5 w LL 1 1 13.45' ( FTRSt^x>✓)i- I 5 Wrvl=Eas�M�+vT 1 f2/W UNE I OJ CONST WALL WITI4 -rp T}It; GSE Me 9 CONST WALL FAIZALLE I A R_41 86 o �� 57RE9r SIDE FACE TO CURB W erle ET WALL OF 3&M 5E!9NARDI �S 32 ON K/w LI N E Fgom 18 FAGS 14.Cn FROM GURa /8 STA 1431+41.55 TC FACE FROM STA.19Cot95.00 5"rA. 1`Jro+95.00 TO WALL B.r—13M.199t&,9*a '1.44' t� I112.�� +Ito .1 5' �- 5'S.C.R.E_ 16 1 7 18 19 20 21 2 2 I ao�z•r. . Q 3 ��E E 5l-}EETT N 0.4 !0 TN 5T. CURVE DATA PLAN coysT,eueT�o v 1,07 ES 14 R. L . T. SCALE l$$ = 40' / G'O,C/ST O 30' A-C. PA1/eM,,--.VT OVC-rR O•S3'CLA5S 2r A.B. 4617, MIOR STiP.� O $938'4 6 32,00 50.0'7 31•So f'•E� �',B. CQ STl, Olit/c5' .Ulm. //9. - to G'O,l/ST Cl�.f/C• �.,eoS'S' 6U7'7`,E.2 /"•E.e �B CD STO ON/G'. .UD !/.9_ O 7 CO,!/�T CO.I/C. S/O,E!�(/Q.C.� -sr�• T�5//C.G� f',E.e �.B. CGI �'7Z7. ,�`f/6'. .&,:57 O,Cl�'T CQt/C. s/o,E f/.9.C.� ,E'.q�fJ� �.E',e S. B CO. STIP Z GkVe5' •Ua //D F'.�� .S B Co• �"rQ ,Owu' ,Ua .�O/ ,yam� I `L J 0-1 0W,E,R VZ-, 7U B9�2ELCCA72E,D 0Y OTHEP-5 .B.l_c�G'/�i� ����, - FIELD BOOK REFERENCE COUNTY OF SAN 6ERNARDIW0 W.O. NO. PREPARED IN THE OFFICE OF � (•�0A►D pEpARTMENT IMPROVEMENT PLANS FOR ROAD NO. MAI)OLE & ASSOCIATES, INC. TRACT COQ CU,C!/,S.eT CONSULTING CIVIL ENGINEERING DRAwN BY: APPROVED BY: DESIGWP-D 6�(: Ll 4-v--o NO. 9432 1-(LE NO. 178 2 SKY PARK BOULEVARD J C�tEGIGED gY; ASSr. R04D CO��M. EW- R. DATE �� � - L C4.E'. /9 'STi�E, -7 IRVINE, CALIFORNIA 92714 T R N�MEN P AV E � V `� E W U E PHONE 714 540-2066 1 ADDED 5 2UCT. SC-GT. �C� DED BY NO. REvlsloJ BY dA COUNrY ENGINEER DATE r�CM VICTOIZ1A Or NOIZM TC) 15T14 rJT - SHEET 3 OF: 8 J.N. 102- 136 k r r 4 . N W V Q W 12'd 100 VG. � � � Pl•= 1t�3/• 02 V � 0 $ Ito N a a N a N O m � M 4 v + -- 1432 �t I ,�-�� R= 0.50 0 --- - - 2 `, _,- - - - - - - - -- - - - - - - --_. _ - _ ...._.- _.._._ - - - _ _ _. -_ 1432 1430 71t) SO 1428 5.0% . . (428 Llrm E' 4- 4- U) "rop OF souTE-t CURB Q D a a oio a O xQ-0.so x d Q- 0.50'io - -- -- - t432 Va � N 1432 1430 - ti h m m m 1430 I42$ _ --- -� r� N - 11l � tYN \ m Ips LYS; t t d�4 a/4 e/4 '6/4 0 _ l 8 0 t9 C- W L� ?o7�VG SDiVG 31-,g vC. 3i .src` L= 91.42' /¢2779 P/:143/97 PiPO�/GE P/=3335 0 t 2 3 4 5 ��T•:U��% 6 � . t a w N N� p -2w 612 �- w F�- T E N TA T I V E T'iZ . No, 0158,40 lS1 I I �' I pUQ r I, I p ? ko N ( v �F cTOR wAu- D w I I�+ ( Q gwcKWAt"L- Llc �} I TA LL CLE, MAWE I- V 1 I- SrD�WaLK O )✓ ftp > MA2KERS IS 25'0,C-- P�2 A T f t I NI ? I -i- Q moo•O�Co.R.D. `3 D. NO.304 ✓ .n S T E E T I •• - j 0 i N.BOCIAID I /' - N I:DGrE OF �B Eo�R0,4 WaY 3 D _ r nQ • - -- -- - -- - / - - 7 i ctJ ►25Co 12• 15.2144 _ 49.I G 25. I _� TtzAG'T• D2.'(. - 6 2 s 2ILI N - _ -_ - 1 I a�' on. �� /: .. �.�8 nor euxK 2 I a6 78.45 73.00 62 43 62.4�J E�2. 55 � �C•04 3 92 . 13 SECTION A A --\ W r- 'I 20 RAP. W14, NEfG�fT �: 1 O ( ,.: E tL I_ 2 2O 9 9A (o'NIQ N E5LK. .I �'�� �s �h �- F1zoM moo'ro 3' EXISTtNG � �' � I v � � � �� 4 1 �� ( 3 m DEFLECTOR WALL DETAt L TENTAT IVE 2 op I I !I��. -� SsloEwot d V 45 LF * ,(� I1 22 22 11 r IW , d NO SCALP- T2 A C T p () --24, 4 i O 9 A �o �+I�u 4) ' � � � 1"" T2. NO. X1.34 7 1 � +I RET wal-L F 1 5 EASEM T I 71,A`$NA-oro2 2 23 24 25 26 27 28 -- �'I !o'Hl4N BLK•✓ I I Rlw w>JE WA-� PLR SEE SNEEr NO. B PL o-r PLANS f' 12 M2V-VVAY VARIES CURVE DATAt R L T sE� stiEE r wo. 3 CD,UST,�UCT/O,!/ ,UOT,E"S i 8�38'46 20.0 0' 31.29' 19.88' a/ -•----CO.USTD�%4.C. �r�!/.�"�YI,E.UT O!',F� O 33' X4`'3.4.Tl' 4- "7 �3�•F_/1'`l.�•e�O.E� 0 89 5 3'44 20.00' 31.38' 19.96' PLAN .3 CO,C/�'7-8 �/.eB�' G'�/7 ,, - .�.�.e 5T,47�OF C,4L/� 5T0. A 2-B O 90 06 16., L>0.00 81. 4 5' 20.04' N s 1 (---CO,f/S'T ne,-"-Q A,UO S/'.4,�/O,�„E.G �.E,e �:B CO. SCALE 1 40 c�o.�sr �a.�c ceOss G�rr,E,e P, sB c0. 15 312 .o O' 91.42' 45•'72 ' --G'O.UST- CO.C/C. S/O.El�.4•GrC� -st" Tiz//C.Go•E.e S.B• Co. �'TO O�i(/G. .UO /�9 Ty�,�';!"' . OE 3°25'08" ' I gao•00 8`-�•S�' 44.'7'7' �- CO,U.ST CO,C/C. B.GOC,� `(/-9,L,G P.�.e �'B. G'O �7O O`vG. .UO. 3n1� y= F 3025'00" 1490.00` ,91 ' 44.1{•7 ' COIV-7T GONG. BLOC.�C � ;',Fr!//V/iV/� WALL PE�Q OET,4/L$ O/V T�4CTNO. 9492 --- G,oeA P1NG. PLA/VS. © 3°Z67,013 1, 14210,m 88.31 ' 44, 1-7 ' �4 COrVST. OAA RI C40E PE,P ✓.B, CO. STD. .OWG. /t/O. _5T03 O t�----GOrt/57' 7EMPO�AA?Y P.Q 1/,EMENT PEEP 6yTZ� O`(/G. AVO. .345y4 t9 CONST. D6FLEGTOR WALLS e? 4S' PLACE EVERY Lodi C.C. PER DETAIL ON SHT 4 i i .B.E.IlG•f,� ���� PREPARED I N�T H E U P F TC:1 'OF ,c�`cG0 ,8�,� �Ef CaZ141T y 4F �A•t1 8 .2�t/A,20/�c/O MADOL.E X ASSOCIATES, INC. ,>QOAO OEi��•�Tif�lEiC/T ��10QOVEi�1��r PL`�iV� COQ CONSULTING CIVIL ENGINEERING iQOAO NO. ,By - 17802 SKY PARK BOULEVARD OEs�csc/EO B� IRVINE, C`Al `F O R N I A 92714 __ �' ZA 6 NOw 9 F/G� N4. cp PHONE 71�t .7n(lnf6 pp A �QOAOGOM.N 6S/�/Z O ,uOT F!/.el//Sf✓.EO� B► � 64�s «,, KED�yA t 9 `�"� S T R E ET -- - t ADOF-0 5T2CT SeC:r 4L7 L /vloEo y Ff;e'O M N AV E N AVE. EAST X92.5('TO Tlz. P �2 ( Jf1ET OF 8 A10 E-`(Af1A1 4rW 4W4e 24XSO PRINTED k f f L= 104 604 6 L=140.40' I �4E A.2+48. /4 3, 21I t2, kME2G.A� I ► 8f.14 b 31.42 Is I ts� e 0.a&' I � 3. N a o TOS OF .C/.LY 140 o 50 i /48/ m sdY /401 k 1410 v �_ ,E'.Y 10'„ /480 0 YG. P/. 82.14 alt to � O N o0 1* N � a g � �� �ql � � �t� �� �� , cv op l� cry reg W Mop M � -{. � .�, \O CJ• N ch t � 141f 1411 L.. off) /480 �x G.eoc%v� /484 Q ' pk �� g 1�� L= 3!•426 � c=a o6• 4a a v o � o0 4::S oo o 0 b Tom OF S:C Y ° v O OO 4. G'!,/�8 � O t""4' -4- n. as i 1QBZ a °0 �� D• �2 3 �� ��46aa� o; /482 1401 1 I� GO`YG. .E�t: 6',eOU.U.D D•G 2 33,?0o Q V G. 0� —' ` v Q �� PROFILE LE , �� �' 2 3 4 5 VERT I” I" _ 0 �, N .N� DAWrA N1 AVP,. o� D�KO�I"� AVE f �� CotJST"_33. 0_L CUrzB _Gr t'T z u) z o�> 5EE SF{EE;NQ. 9.90 L� I�•G5 L= i�n.1o69.� �o� Patzlcwa`! Do,&.10 �. v COIJST �` i r r o HAVEN AV�. . I rr TG q RA Pr I N E A5 C �/ 4 2 ' � SHOWFJ ON PR.DFII..E -•.- /� N ��. l►J' � •,1'. -• / ,BEE SHEET' W. 2 In ! 0 ti n FLOW 55' r 1 I BnCF IOG.F �S� 1,y �' ���.f0Gi✓ LINE 8"GF 1 I I�I I ' JOltil EX15T 47 �' <4 jot E5C15['. \ Il I I, I �I / ;� ' 3o'S.Bco.,E ( PARKWAY DRAIN • INLET PROFILE \ I C NOM: toe r 2M�tNi✓�-r' TE FX/OT/Al G Dr�aa►� smUct-vr� AlrA T I V E V in v �o reevsirwv �• 4p 5EE PAKKWA•Y >�_/�.I N to a 4l / DETA(LS% ,4T lzlf�l�T T'�'•4 G' 7' /VO. 9 33 � r� �� j lQI O 8 — YC.CiRA E LIN AS � I �'� 5 jj- SHOWN O PRl.�I LE I --( �J �� N 8�3sS3� -- -- - - — — �AS�Mt;ta7" CONST SIDEWALK ?� END yIOEWALK I I I T�2 A G T v 0 ,,� . `, ���y� -rEMF A.C.DIICt< 3 ti� I I ¢ 1 .( O' •�, - _ •�-• EA.51PE �'•__ /�' /pAQKwaY Drab 3 - 5 , O I -- - ---= - p �.0 _ FLOW N 9\ :r o o s % - - =3 -- $ G F I I' GF ��' v' I l"CF LINE 8'G N rr i + C-ONST p F REMOt/E A.G.771 E4.51DE I �v G - '� I _ 6 -Ori _ i E4S -MENT m (, .� � ' i I B �I�p�G ,,�F'b -- -- ?••:_ N JOW I✓X 157 Jo'M �X tSt. A C.AccC•-� PAvEMEtJr � 1-3„ V R A - I I w�cro�/Q 5T _ fi , - o v► I(o �ti_ ���c _ DI?AtN o L.ET -- - n M PARK W UT PROFI LE W/PAtZKWAY DIZArN CON��T• t2' L2�2,rX2r2"X�An �� �'-Ort �1_on Gig 3 NIGH COti1G. B J I V 3'NIG(-4CONC. / _ E5LJC. WALL 1 BLV-- VVA LL _4t" GALVAQZeP S1E�L AN Ii/Z�1 n 6� , „ I I �.. I jB - _� —� r-T --+r-r c� . 4'3@ l2 IV1�3L._ 3G 3/2 O.G. d N I O I I O I 4: I 11, 11V I N o in ti tiv BoeY. ��T Pte. 32 SECTION A•A SECTION 5-8— %c G�AUtN� PLANSI I I p4� 1 I 1� .,� , v m �Q y .,• � ` � c. L2'/2"X2%Z"X�4" — _ — � A ` v 0 GALVANIZED STI=,EL ARL.- to i I CONST• 4 SIDEWALK Oar x ,.. l „ I ��y r I t _ a - ( I I g. W�FA IZ IC WA`( DOA I N 2 4 2 c �V Y/C'T� U .- —T—�- ,--,- 5 E N I I ( A ( coN�T• OAT VIZ 4 IZ f�✓+4fZ��'�'-3 Lr �9 I4 _ —_ 0 , O STiPLC�•,.. cv a o.c. 3 L 2%2"X 2%2"X'/4" �j Itt� I `� ( � �� o z •_. I III T5'NT,4T/VE T�,4 CT N0. 94 3� ti 5ECT101�! C •C L�� l v /v v 8 a�� DETAIL OF ANCHORo�PLAN n°� � 1 �i �a` A �Q'i U O R L T �� U1 r'• 0 IZECOt�ST 30 LF GUI�� GU"fTE1Z W SCALE I = 4d' PARKWAY t72A I N COMS-T- SEE PZOr-I LE O 89°08'43" /0.006 ' /S•SG' 9�S' • 8 //°23'35' 1532.00' 30¢.!04' /52.82 ' C�iUsrie�CT�O�c./ ����5 V I C-TO2 lA �J' T• CONgr 72!r",r P RY IcA v�1ENr - • P I A NJ D S'/S'D/0" /500.00'• /37.49' 68.79' � Co,C/ST 8' CU.ee�' GUTT,E.e �,E� S..L� G'a '�"TG? �otvc5' -,CUD. //� /� CO.�iS'T QE�.e,Ess•,Eo C�.e..s ' Q 6'OS'Z9" /500.00' IM 79' 80.4 7' O5 ----Co.U.sr' CU,eB .qvo s.�,q vo .�. f'.E� s Q Co. s'ro .O`t/G. ,tlo 119 PA R 1� W A DRAW t7 T� I L5 Q //`23'3S" 1461.00, Y9/ 9/' /QG.44' 6'ovsr. c'ooC sio,E�-,iq,�.� -�" Ty�c,� P,E,e _5 B CaV6T, 9.4RP/CAOC PE,P S. B. CO. 5670. zrWC, MO. .305 B,E.U�•iy /l��,e� PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W.O. N0. a MADOL�E & ASSOCIATES, INC.k ROAD DEPARTMENT Cfi�/-S'❑ O,f/ .U,E Cp e ` TTI ACT ROAD NO. CONSULTING CIVIL ENGINEERING DRAWN 6Y APPROVED BY 17802 SKY PARK BOULEVARD � DESIGNED BY. FILE NO ,v w Cde. /9Ty sreE,Er' IRVINE, CALIFORNIA 92714 2'1 ••1 NO,' 9432 ��-�. HECKED BY ASST ROAD COMM. ENGR DATL VICTOR A "'t'7 c _t c_. 'b' _ ,. PHONE 714 540 2066 , ® �v sed s4r s_e c-f. 6 ��'GG G f^!c�-77 1 1 ADDED SZtzUGT SEGT_ RECOMMENDED BY: j� s SHEET OF 8 NIADOLE R.C.E. 14814 DATE N0. REVISION 9Y �AAV ICOUNTY ENGINEER DATE 21X16 PRINTED lG2- /3G � o 71 seozvo � . -.r sr � /409 0 L= 5917' /#o ` (/C. /L 8?.97 o.c. SVG. 25. T�4�/S• � � � �'/ 4 p, /G.ros' w-01 Q f / � MY o ,E,rrs a AN 41 6v>r��e � v. Ls flfg N� ,�'/sT seoU,vo IANII W a Fat. a o, e: 0. 30' v " 3 a / 30��/, � ° ao o � �i Itso ^ HZk m:s 5 eoll.UO r 3 33 / J� �'Z14119 ti / a roP of.�;ter �U.eB off Oft p� Oc b /Of F!F' L= f8•f9' e= 0291, DG. C. 15�CuRBT1�N5• tv w �• �" �. 3.01 �' o 3a V.G• U U IV %K cv N �' Ilk R= 0 70 E I 4t ola I&Z V r CToF;� I A 5T• 5E E 5H EE-r NO, 5 0 3Z' � � I 2 3 4 5 6 7 8 9 10 _11 12 r 13 14 15 I� 2 i I I h 15 CC.JIZB TRANS. , a I Q V 81'TD Co"G,F N V W - -- - -- - - - - -- - -- - - - - -----� -_ G H 7 G TN- -- - -_ - - -- -- - - ---�, !7 F TG ee� 0,,u kN1 S1p�.l �n 1ryh�h A. W LL, ' ^►� ig °r "o 4 Q? ��bq� � h gb Dory h �� N q q10 a a p aq V7 ` 9 I V �p 52 / ' /B' /2' �i /8' / ' d•' 1 0� G• J ►5'cu -rtzn�15. e � a �8 � b � tike j' tiY elITOCa11 G. 30' 30' 40 1 5 50 49 48 5 54 53 4 3 4 2 41 51 ,yoc,C.YsT,e,E,�r" co,�rsT,eUcr�oy .vvT,E"s SEE SHEET NO•' SEF SHEET NO . 7 �G'O,C/sT0.0/',•fie' /� 5T. �-� ' Co.C/S'T O"' CU•E'F �Gl�7T,�.� �,E.e �'..8., CO. STS oH/6.' ,CIO. /�� VI �0�' /-'� d R L -r d R L T C G'O.!/g .e0 S �GOA •e ����,G: z4o.�/l9.4410. 1/9 A 23S'f61191/ 60.00' 144.7f SEE J t--r-E E r- NO- 5 H 3�14 r r' 272.os' 3x.74' 17.�' --o---, y -- _, - , ca vsT co ve sio,E!-Y,4,G,� -�'� T.�ic,� �,�,e s8. co. sTo. -p war ,va Aa B 7 Q 29 Q4 32 /G7.Gb BG,69 44.35 g 7 G•oc.�s'r.' eociC. sio.Fw,4,�.� ,eA�� �.E,e �� �v. sro �w6' ,moo• i/o. Q— rao'54'w 4.0.00' 42.52' 23.52 ' , PLAN © 1273 20'24 4o.cn 88.x' �.S3 r O S5 56 39„ 60.00 58.59 3/87 u � . . . o y 3I 41 290os' 38./I NO SCALE 1 4 40' Ce/.elo P.�,e sB ec. sr,V ower. Xole �za Q 9b•Oo'00" ZD•40' 31.42' 20.00' / CawST Q.C. 0/,<F PE,e 5 e Co. Gro OW& A/0./i7 F fdo'09r2p" 700' 8.08' 4. 0' @) 7 3/4/" 908.06` f[O•¢�'' Zo.Z7' PRI PARED IN Hi OF F I CE OF � cc: COaA17-Y SAN B�.QFA1W -V CVA/O /A-,,OWp4.epo t/5"A57 t/r I41 4AIO W. No. MADOLE & ASSOCIATES, INC. oeo,40 C.�•//5' OO.C/ ,U.,E CD.e C!/,GY,E'.e C�')NSt't TING CIVi� ENGINEERING TRACT ��/-IO NO_ -�C/!�/ C0.2 /97'7/ o,2AwN BY APO,QovEO BY 171/l2 SKY PA F: LOULRD oESiG�,c%EOBY •r? NOw 9452 X1410 Ala.� ,SwAlold "w- 6,P.CF C. /oT IRvinrr (,Ai is 9nP'I>^. 92'14 1_ 47 .¢s5'r. ,rz741-2 e o,H . EN�� c,>~rr� M/ /VE E � �° � � . ?? t ADDED sz�ucrcr. , �oti,.NE,vo GNO 7�'E E T� M�900LE ? /4d/¢ oAT� �t/O. •QE✓/5/ON A 4'--OZ1A17- !E A %c/eE,2 oAT� 24X36 PRINTED /� 11!>2- 36 <<rsQ9' [ _ /38.80' � �o 0 a d V 4 o: 0000 foop TOP a , L4142 [= &f7 L• If.97F' j9 z7 W } 1 - Of .E�' G'.eoe/,UO O'Q 'o V N �_ ,ems o a s'4 4� 4 ¢ QO O ti �Q w0 !� /� � �� �` � 4a� oN• � '^ � t. a 11' Q: o 141! m M \ /39/ —� %I k4N ti a a -- ---`_x I�9I \jam a °' Rs O GD �o 140/ l4I0 ��, a �� /390 �� � g. 99 1409 �— � � M� ' • `i� ,�o /389 /389 199 a / [ : Sp.29 94 YC 4O'V.c. s 3 33 •�• G o.c. , '0/?.41� P. 89 19 �/ 99.63 y G'.eG�C/.C/� v �} x I41! o /7 9I loo/ eo a M W /39I N .� �—� o o a O r I40/ 1410 a� ` i •, - /390 0 ���o �� � a 'el. 40/a /lop M I;90 /W00 o /409 y�- -- � �, ��� � =5.14 /309 1399 TDP �� L• 3/42 OBJ �� p.�• 2o'�G. ~ ,� 0 7�iP Off' Sir Q J' Y c.�. � -� Tai of S:GY '� • � 4s Y142' a` 0 Lz oo M O h p'.� 20 Y. O N p, 1391 Baa R, aGo o ISD! /410 1390 ,�= /390 Moo I� Ileo 1409 !389 � � � N � � 1999 SWC Oa 's ��"Aye C=t10.S7w°� t • 89,875' 02 14 Z CO.(/S'Ta2/i�C. �.4!%F�,E�!!T ov-�'.U-•s�T/li,�54�� .� CoD ,vsT ay cU.eB -E.� SSS SHEET No (7' co.�sT. c-ovc. s%c -w.gc.� �~ T.s'ic� -E-,e s 8 co sTo ows .moo. �a9, 7 yP,E- B SEE SHEET NO • Co ,3os,4 i� /e' / 2' /e' /e' i 43 Q 44 � � - 7 ( I I d o I I % o � J � o I 50 2 12 1 ,� :1 o of o I IZ3 o � � 1a I N � I � I � I � 7 � I I 16 17 18 19 20 21 t h ?� ' �- I oo° - 45 _Q ,. 22 6 /� ( ,�{� 1 hyo i I _ 0 _ e I Ii \0 .0 aD �D•O o �O.�O !0 0.00 +B•69 0•S� \�1 0 � ` , d I• , b �. m •i � �• I s >a9 qq• 1 aQ rp q q 5 UTI L fTY EASEM>r Nl- Q 99.4 / I fi Q Lu W a it i2 iki 23 -54 ) 10 I Q °►� I ar I X03 tW 32 '� - - oj � Ill „ , Icy. ,9 '� 687 I I X700 543 0' ` ! I -�/6 �e 52 51 2• g, �8, / 48 47 SEE SHEET NO- G �/D .G S' .�.�E.E7” 1 SEE SHEET NO . Co o 1 �►y 11 f 77 9G E. . a R L T I m y 24 - ra?' �. ( o 8 44 z2 [papa, 411.57 21 o � 3 30' 30 Q ZSl'2d'44" 40.04' !7975' -- 40 39 38 37 36 N rJ 2� /c3 /8 !2' 4 SEE SHEET NO. 8 PLAN PLAN r> SCALE ! 40' SOLE I = 40' PLAN J SCALE 1" = 40' ,8,�1,11e l Af e e PREPARED IN l H E OFFICE OF /ALO ,g�,� ,QED COUAC/Ty QF 5.4(1 e-Ills�� MeqxxlzM A D O L E & ASSOCIATES INC. ' ,QOAQ p��vA,r?T iyE�t/T �O� �,� CONSULTING CIVIL ENGINEERING By goP/ZO�EO B/ TRACT .e°.Qv,vo -,(/. W Coe. i9 �'T.eEET ,y�4l�.E',Cl. IRVINE,17802 KY PARK CAL F O R NA 92714BOULEVARD OES/GVEO QY �{• NOw 9 4 3 2 2�.�� ^ic E.u0. FU.e•C//�'f/,��. PHONE 714 540-2066 �s/E�C/CEO BY A55'T,QOAO C?�.N.y E✓4? OA7'E OAKOTA Q VL�/�i�L'F'�a � .QEGO�iyEt/OEO t JC 77 l L�D�ED ST2UGT. 65-CC,, A/0L.L y��/ 0�6 .(t tiI MAoo�� ./'ofx cwrE //o. ,�cv/sioly couvrr �sv�ivE cu�rc M/G/VO/VE E 15' eEET' 847(30 PRINTED JAZ 102 - 1 -36 i j I 31.42'VG -31.42't/G. �l° SO' V.C. Pf.=22, 0 .I�2�.2� �0•// V l V d) �� u m � CQ , � N "' � �D•4� VC• 01 N W m N s + 8�q L-2S 49' Al.f�99v Lp N- W N N�i m s`i m N _ . o.t. 4id Eve. Git'O(/AIDCPAV f + N I4?S 14SS wm - 1434 ----50% .-:t J TDP. �F .t!!.L_ -� --- `�' ; m IWO TOP OF EAST CURB M o - ` tot v d m tL p I -,;5 I V,C 40t Yc• C� V PI•=22.78 P 1•=24. 4 W 0' 0 u m) N r ° Lw�� +m 9 t2o' vc. pi.,, 14.8(0 _ fo`r� � ° p u� 1435 ct1 0 ' c0 N Nm NN cSJ lj L- 3977 L= 3927' Pi z�G3 v m cq r- -;- N m %+ h N cm �, �, m D•G• ,� 0 G 4 W EX167. C-�PCX1itlD l9 61 lq ttl cAto 1435 m'm m m + a ,N m G'•e.��.E @ N b ° 1434 m� a m ��21 m a v� -o -° a -------;,� N m N ,f,2.0% /414 G1 2AMr- I m n ti �' lc. , `� WEST CC)RB Q 16 CD � �itST N tj. �` til O !� �o (A RI" 22.99 1 �-I N m m 0000, L2T4 t. 34'�/C.: m �t N cb. re lura EXlS? GlNO@ 5 N N 1430 m m m m m m g I� > N o ! �� -� 141f m� ti i .o 1429 -� �, , �,,�o o a h - /414 a a a 4 m N N C(t / W 140 � o s2�o y EXIT 2 ¢ o o uj W %:(:b � t g �t v •a o /Q" 74B CID0 �� r n1 LI) 8 SAW 1.-31.38 Sol V.G. 1L; � V 0 �y � �� � � 4 v G P.l =x.0(0 O r V V N 6�m + S W EXIST M N Geocm p g e W.t� m N N oc 99 - RI 2 2. � Q� lip 4 - + (20'VC. P. 1.= 14.6& N cR 3, ID TN ST'. SEE SHEET NO . 4 5EE T--t(S 13Hr. z 8 z 1,�• 29 30 31 32 23 24 25 26 2� 28 I I �. o f p� J 0( I I I ,,, G h V TENTATIVE ( ti � 22 � 1 TENTA 'r VE N I � ` I qg 0� �� 3 0 50.00' , I �ll �Q 50.00 3 m N a �UGF� Gt2aDE BEET 2 ,� b � • ;)r►�`�• ♦ 3? 3l � h\'►�30 ��• SEC 'T'2 J43Z 2oUC�H G2APEIwo 0 r - � \ \ - - is •- PLA►JS Folz �2,0,IN�E �• ' I : ve 1 o N , 5 8 5 �� .� ,� / 21 u31 gh f - - --- - --- - --- _ _ 1 rso 00 60 OD 87 50 i4.8q� � ` 87. 50' � � 3� 1' 1 a D�so•ao 7-RA C T N11. 9433 A ESR 4.5 LF G'AIGH "� I i h GO� ` ��� P � 1 I1 22 22 ISI bLK wain v ( M - 44 44' N v 2 I8' t8 2� �^,. /jfJ7 39 I �r o ! ( ~' v 32 Mb I 20 e�' n 3 �e �8' : 0 36 3 5 34 3 3 r,�,a cT Ivo 958 ,2` 32 32 ' i �° 28 �° ( I 3 3 ~ CURVE DATA T - GEE TNtS 5NT SEE SHEET NO. 4 BS�,G�IAl� T A R T SEE SHEET N0- SHEET 7114 A 8�53144 2c)-00' 31.38' 19.156 CD.UsTieL/CT/D,U ,I�QT,E�' �/.0 ��•FI�U.E g so O000' P.00 78.54 50.00 V.4.G/ � �-CD,I/ST o��%9 O' �.41�,E"/�'/•E,C/T o!%�',e .t/.�T�c�,� 5O�,c. © 90 06' I6" 20.00' 31 •45l S0.0/1 f:E.e .C/O. 5 CD,IIS7' G'l/.�B O.CI.G i'�G'F �qS S,5/O`N,!/� �,E,e �.B Ca. �To. Ol�/G' .!/O.//9C�erl r,P„gUsiriovf P.a��••ra6McF� )►-j D 13'7 06146" 58 0o 138.80' G'G: .ATO. 0AV,5v ,(/d //9 ' • PLAN A� O 23 331231] 62.00 245.491 12•g3' 8 `/ G QST" C,C/C. S/O W�i� .��9/��571- ��ZleC�� 5. �'o CS7� w6 .UO O /49%YJ�L� B Ht�1 F 900000' 32.001 50.271 SCALE 110 s 40' 0 9.0"0606' 2o.00' 3/42 CD sr�"B,E�/ �y A��L1.E.UT�,e G'D• Slo O�/c� .�/O. �OS.4. s PLAN 3 ON8 7' 8"c 0'0. PE,P s e. Co. sro. OKiG. No, ir5 _ 0 SOALE 40 PREPARED I N THE O F F i C E O F ����,� BOo,r� rzEr COU,c/T�/ OF Sflic/ BE.C�.c/A,r2�7/w0 �M�,QO v�ME�t/r oL A �O�Q W,0 NO. MADOLE & ASSOCIATES, INC. i20AZ7 OE�.r4A7 -AI�i I7' G'fd/s 0 � D.!/ .GGE. CO.e,(/,6',e CONSULTING CIVIL ENGINEERING TRACT 'e'"v v,�Aw,v Br.' Ao�,rzo!/EO Bl✓.' tet/, w. CO,e. /9�-Il S7.e.E.ET 17802 SKY PARK BOULEVARD oEs/cdvE04y' � � `( .2,�•�1 NO, 9452 c/LE NO f`' 'All-I ..v IRVINE, CALIFORNIA 92714 ,vol" ��/.Ptri�r5�,�'.O� PF�oN� 7�a • ���r< <Cr� Cs��GxlEyfsY�Q --- .4ssT. .eOA/J GD'cIM. E�c/1�,�: q4To VA L /NC�,�I AVENUE �, - /--,/z•!-7 7 l Q D D ED sr2 uCT. SEGT". , .�E�oM♦NE.c/OEo e� G,4 L A YEN UE DATE .rzav/5/O�c/ By o�ITE carivr 0.v4ia/�42 ca4T� 2AX36 PRINTED ✓,�/ io2 - 136