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HomeMy WebLinkAbout700 OF QUANTITIES 'T114ACIr NON 9 5 6 ESTIMATE GENERAL NOTES 4 DESCRIPTION QUAWTITY I CONST, 030' A.C. PAVEMENT ON NATIVE 501L (HAVEN AVE) 1 1 070 SF' W CONST. Q-25' A.C. PAVEMENT ON NATIVE SOIL (19TH 5T.) 4- 1, G9G SIF U2 cow5T. o.?_o, A.C, PAVEMP-N-r ON NATIVE S01I 90, G09 SF 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH T4ESE PLANS AND n3 C�QtAc2T- CUR6 0, GUTTER (V'CC-. cAATE SID.AZ-8 1. ZZO Lr-. THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. CON-OT. CuRb 4 GUTT��_R wcv-. ) 0.Col "_J70. t is 4-.-Ac) LF < N. �j-D 2. STREET MARKERS PERSAN BERNARDINO COUNTY STANDARD NO. 303 (S� CoMcoT. SIDEWALK , Tl-,(PG "A" (W 109 Q�0) CONST. r-p-oss GUTTap- It 119 (G CA) '2,(�199 -51F. 3-30 (-F AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. 7 CoWsT. etDEWA(_1< T\(PE "r_" (W- G' ) INCL. ORWY. 109 ;27. 1594- :Bp, CURE5 OKLY 3. ANY CONTRACTOR' PERFORMING WORK ON THIS PROJECT SHALL CON15T. S(OEWALY- RAMP I (OA 14 EA. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY T. 301 -204 RESPONSIBLE FOR ANY DAMAGE TO EXISTINGFACILITIES RESULTING CO�IS CONC,. aLOCk WAUL > 4 5= 100 Lr DIRECTLYORINDIRECTLY FROM HIS OPERATIONS, WHETHEROR NOT QIC GONST BARR(CADC- -KD Or oTR. TEMP. PNV'MT 30r.4305A (3 CA.) SUCH FACILITIES ARE SHOWN ON THESE PLANS. INSTALL STREeT StGN MARKER -303 4'3�A a SA, 0 > (ZEMOVe aARR(CADE 4 TEMP. PAVeMF-NT (<!g (9TH' \I 15T. ) C-A) 20 LF. Qz T12ACT 4. SHADING ONSTREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. REMOVE CLF=APMC&- MARKER'& (a 19TH ST.) '28 FEA. Ir I FA. HCEATHEER C,>T. .01 INSTALL, W-21 1Z RErLECTOW- (CP EiJD OP RIMG AV. ) 's, 41 )> 5 . AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE CONST. CATCH E�ASJN SiaCo, STV. 10G 4 5A. PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT wa; ENGINEERTO THE SUBDIVISION SECTION OF THE SANBERNARDINO coNs PAIRKWAY CULVF_j:?T PER PS All- ON G44 8(W OL-F, W COUNTY ROADDEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL co N ST. 4-3*K,2-?" cM9A GTORtA PRA IN _6 L.IF. I qpk &7 BE GIVEN WHENALL STRUCtUAAL SECTION REQUIREMENTS HAVE BEEN CONS-T, 3G" r-MP STORtvi C)RAit,4 S'Z G L.F > '-30 - MET CON ST. -rleANSIT[ON STRUC,_TURe W 14 PER PeTA iL-ONSHT-8 10 L.f=, z F- ze ?4 zG IZG laa I ?o 6A . 00 C6_F4GT. _!S�TtC, _d_Cc_;A:14 di 4 :r 1 6;:;5 6 . AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE > 7 (P SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO CONs-r- Z41' Rr-P 5TORtA 9RAI�J L,F� 40 COUNTY ROAD DEPARTMENT LISTINGALL TESTS OR DETERMINATIONS -7 Ic :3 COMPLETED TO VERIFY: lt45TALu A9,mco a­N9 s6c�-"oN Pa7R veTAI�_ om SHT. 16A. 2 0 LB A. STABILITY, QIL CONTENT AND SIEVE ANALYSIS B. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT '�A OF ASPHALT SURFACING. OF AGGREGATE BASES. La 0 0 LU I t,4G 7 . COMPACTION TESTS OF EA8ANKRENT CONSTRUCTION, TRENCH BACKFILL, Sea COMPACTING ORIGINAL GROUND, AND ALL SUBGRADES SHALL BE PER- FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT > 01,\ 0 6e WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS 1-7 11 ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR .4 APPROVAL PRIOR TO PLACEMENT OF SUB-BASE , BASE AND/OR SURFACING. 0 -7 14. Val Ile -2 C3 a % _�( 8 . ROAD DpPIARTMENT APPROVAL DOES NOT INCLUDE WATER OR S I EWER SYSTEM -) Uj OR ESTIMATE OFQUANTITIES. 0 -< > - 0­�. 9. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL B UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FVLL PAVEMENT WIDTH PRIOR TO PAVING. _F1'R. 9 4 3 2 Wit ji (NDEX MAP _j PROM STA,. '20:5+-7-7 NORTH e0UND TO 15-17A. . Z04.+921 TIZ. &DRY (-AM R/W T MCI _r(ON T , zi .4 TO 44' 44 PROM cb-TA,. ZOO+ cae N ('-wave) let TO COTA. -eo3+ -M Lr Y. R1W :5-al I I 'zo 4� d To[7d . q>rzE PLMj r-OQ_ & /"'r LOCAT(O" O�= c->FE- PLAKL V-OR J (2' E-)(. PAVEMENT WALL I BEE TRAC_r Mo. 94t5la -7' PIVt,4T. TRAMS. 1 -7.44 I le W I ly - (MPIQ-O\IEMF- TS SAWCUT _,m.0+-7 a To +0.0-7' jot" 9% .4 to 1;1A 4+ -M,5AIM - - -'.-,-*-,7-.-.-:.-.-. 4 Tt4F= ().Jd A.C. 0\,1C-l2(_AY RE-QLj(;ZEMEM-r MAY BE DELETED .0-110 C� 1117�7 co C�,, 't f_1 PROV(DED THAT SEE NO-TC- PUGHTA + _j I S 01,S) A, �:(EUD N'bPF_�C_T(OKI BY THE-: COUMTY ROAD DEPT. A. _j, *4 : 4 .," 4 DETE12MNB�-:) THAT F_y,1e;;-­rlKG PANEMENT IS N X4 VY B PF7bTHG(? A.C. M(M.) CONDIT10M. 76 (1�0 AT THE TIME "-iF_N AUe te, C0N1STtZLLCTF_D , THS TYPICAL 5 GCT (ON &)QC>T(9G PA,\JF_MF_KT REMNKA-5 UMIDAMAGr=D W,( TYPICAL SGCTIOM CoMc-2TRUCTIOM OPERAMON115. 4 19 TH. 11:0%T. (MOT TO SCALC-) HAVC-M AV G ;rYPICA L S6'C TION 1-16A TkI67? S TR676 7' STA,. 04-78 To 77 *77 (NOT TO SCALE) Alor -ro SCA 4-6 Ita R/W q R/W 1?/W -TRACT R/W R/W I t WU�41DAQY GIO (_Smom AM role > 1 1 _50 --30 44 44 Ila .!eat AV. s -E e V) Tk. ST. eal 9 IMPR-OVF-M SKLTS 2 0.14� 2 +0.0-21 > 0 0 0 r--r. IV 1.0 0 r 0.-2& (/4'/p T. jot" kP 4- _j Lu -�j W 7 7 > 4. C:F_-AT14r=(Z A.0 M(N.) BASE LINS AV. TYPICAL SECTION GO' R/W TYPICAL SECTION GG ' R/W TYPICAL SECTION (ROT TO ( NOT TO SCALE Q(MG Al.\j G M U E I'C) TH ST. YAU W C>A AV G N U e DAkOTA -4.11E-MUE 41 W(SlEP-14 A\J I-. PALM 092(VE CKOT TO SCALE:) VICIMITY MAP STAI. -7 + 77 TO IS + 11 NO SCALS) -VELOPC-t2 : PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE owmelz Ce The existence and location of any underground utilities or structures shown CONTRACTOR SHALL VERIFY ALL T(Ro M P G 0 ASSOC. on these planl-are obtained by a search of available records. To the best of CONDITIONS AND DIMENSIONS I our knowledge there are no existing utilities except those shown on this c:30S F_L M AV. plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- P.O. a0y. tect the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER CAlZLSe>AD , (::A . c3-2008 plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT (-7[4-) .7Z9- -79131 lines or structures. OF WORK. Nd. DATE REVISION APP. PREPARED IN THE OFFICE OF FIELD BOOK REF COUNTY Or- SAN BF-RNARDINO IMPROVEMENT PLANS W.O. NO. (1/1-?1-7-1 A90sl? TYi-(cAL, rer_T�om FOR P5,ATHER STREST BENCH MARK NO. 216 : MADOLE & ASSOCIATES, INC. A lAdded M617-,(M ROAD DEPARTMENT FOR .1CF-VISSP fV0f1LQ OF V4j6-M9ij1N AVG f09 NeW CATe-0 13A$iN-% CHIS a " N.E. COR. CULVERT CONSULTING CIVIL ENGINEERING A Adddd -s r.,s&r_+ion APPROVE0 BY: TRACT NO* ROAD NO. 1/,Ze)-IS AQQ�o cATck F3,Arq�Ns. *X f13' vj . ' - To PR C- HEADWALL N.W. COR. 19TH �1_4#9cfl 9 Ajrj. 17802 SKY PARK BOULEVARD kj-�, & HAVEN IRVINE, CALIFORNIA 92714 OPAWN BY: Aippep 'SHT. 8 t�-Oq VF_TAIL� OF 5TORM 91;�AIN F E No A90MOWArL_ U-S-rlf-010�Ta OF Q0^NT(T18_S ELEV. 1430. 888 PHONE 714 540-2066 CHECleeo BY: ASST. ROAD COMM. ENGR. OATFE 9586 "t" 100 M nt 577-] - SHEET I OFS , 42-fe4-7 COUNTY EWG1WeEQ DATE TITLE SHEET W-A-K ;;�0� DATE NO. J.N. (0�5 - (GO 706.70 0. C. (440 .......... Ao 0 tp ............. 0 CURB Rr=T. tp .......... tp (D 0 r + C(l 61 + .11............ TOP or- w CUR& Ar cl) CD 0 EX G rx- <9 Iz/W (440 0 00 C-) p W6 -OZ ........... > 2 GRA05� + It w C>. t > GRADr= 145S -......... 4M F- TP- 94d;512 i iMPI? P(.AW Oso 0/. -7 0 t 1 ........... 0 .................... + ........... 0 GQ. Qz- eA 0 .......... 1410 (450 + PROFILE ...... HORIZ. 1" 40' 7- 4' VERT. I" E5 HA\/I-N AV F-- G 0 SEE: S T W r-4 o- '7 1-7 :2 '7 4L I VAL(W wu r= 1 4 13 1 2 1 9 E Lr -a 1-4 1-E:T N 0- 0 15 1 sio SCALE I ao 0 1 G LO m 0 va, 0 m 01 e-al 0 co 0 w w fN + + u w c C)Q 0 A V% -A 0 (A I . . -� I 1 5 7.Q I.C)C) G s-00' 0 -fl A 10 7-77 INA ko .......... 0 0 C). i=h—9. - ' -9 1 .......* .. 4- Ca 14 TRACC e>0UMC>AI2Y L I NE- 0 13 8 A Rf Z I r-"-t) REMOVE CLMARANCE MARKERS M e)cjebT. AS AND OVE A\ sp'ky TO w5c Es J ...................................— 7� 4� I -VA-r I -T R 94 3 4 > 0� Ll i \9 0 Lu 0 -r P, N o '9 4:3 -2 CON GT RUCTI 0 N N 0-r Ela c u R\j DATA 0NSTR uc-r A.C. PAVEMF-N-r 16 R L &, (D-,c -r C:.UP5 #1 GUTTF-R PER SrATF- or CALIVr c3TO. Al2-a C>NE3TRuc; 8?�*53'4a" 32.00 50-�2 1' 31--.5 4' 0-�G (�ON94paUCT r-C)Nr-. CRC>69 GU-r-rMR 9F-R (a.ia. Co IB-rD. 0\NG. NO- 119 �- p (SOO-00' 6cD'-G0 44.771 S c)Ns-rQucT ialt)F-WALR _-R S.B. Co . (a-ro. OWC3. No. 109 -rYPz *A" I ANI E N U Er 19 TH STP. EG-r --')Q��- RAMP pE:R la.B. CO. 5TV. DV,/G. NO. 110 c 2-7 a'a 349; 14r.9-Od 708.7d -5G( .401 HAVEW COWSTIQUC�r c3lDr-- WALk & r-oNC. SLOCk WALL Pr=R 9.1B.00 . li�7TD- lc>vjG- N(D - '301, H- G' 1!500.Od r.78.1 6 :344.9e; C>r=E TIZ. 94-1-3? IMPla . PLAMS PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W.0. NO. DENCH MARK N 0 .12 1 G MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT CHIS 0 El 10 N.E. (;OR c(jLvF-R-r CONSULTING CIVILr ENGINEERING r DRAWN BY: APPROVED BY: TRACT N 00 ROAD NO. HL'AIDWALL N.W. 17802 SKY PARK BOULEVARD yc�'r�n H"NVF-N IRVIIIE, CALIFORNIA 92714 DESIGNED BY: W�' (0 --c3 586- FILE NO. PHONE 714 540-2066 CHECKED BY: ASS'T. ROAD COMM. EMS-R. DATE N4i6-No. 100 L --------------- 0 9 0 E L EV.. -z! 1 4�3 0 e45E� 7 RECOMMENDED BY 19 'TH ST P.E L"T j 7 SHEET OF �9V, R. C E.XIX A�e DATE NO., REVISION BY DATE COUNTY ENGINEER DATE N. k,2G ............ ............ L-30.48 (00 Vc lc>o'"Ic ........... ----------------- PT (4�30.F?z .......... .......... -708.70 ........... LO . ............ 0. C-. *2 A r- W 06 + (< > + + '0 v 0 - V Y, 1p 0 0 0 U + do 0 (0 4 0 U) (440 1440 06 c1l) EX. G R c-59 M. eoolo. 1440 144 y 0 + TOP Or- + 0 4 u8 0 LD co + A- U 0<_ 0 (O.e2l Y0 U) IP A 0 + V + �,77- 6 101. V F1 (4 3G-ras a tp 0 > 0 0 0 0 i kp Id 0 �11 + 0 0 L6 + - 14�40 (440 r F 1.440 _-8 . 0 , 0 j ul 0 4 + U) (0 7 j + > ID ............ ............. ........................... I?= 0.54 E�X- IGR 14SS (413S (445 ........... .......... ................. ................ Re ..................... 0 :j........... u .... ................. 4 4-� ............ 1440 tj vm + q-a 4- -4- ID -d 7t, tp CuRa Rc-T ca 0, u > l? Ld 0 60 + >+ I 0 L Lv ........... 4- "/C- (od'v pr t441.9Z w PROFILE Fr, 14 5 G 91- HORIZ. 1" 40' w 1 ;2 VERT. I" - 4' SCALF- 1 '1= 401 401 PALM DRIVe PING ANISMUCE "c_A:rt4elz SHEET NO. eEE 9HEV_T NO- 15 SEM SHErET NO. G 4 3 01 44 /a, 0 0 () 6) . co I + t 0 0 4 09-TA I L OF STORM ORAIN < 0 0 lu t4 CATC14 'aASINS ON SOT. 6 + ul 0 ,9 kn OD + I , + p5cQ STO -PRA( + zz J.:j _0 QwJ -71.00 1 ,. Q (� -71.06 -7-7.00, Q 6 L -7 TO CD F _0 (0 T-_ E50 z w 7 A. (4) Z a 4 005.C50 aciz. o3 T;?.A.,CT F-50UNCAP-Y c)6e,3 6, ul, + uJ 0 fl� N OW +1 CONSTF;ZUCTIoN NOTE: i CONIaTpucT A..C. 1=>AVr_MEN_r C U PZV F_ DATA D 19 TH ST12 G G T �_:��c)N,aTpuG-r A.G. PAVr_MS"_r CONeTRUCT CURIB 4 GU-rTF_Q gr-:12 STATF_ OFCALIF . ca-riD. A 12-8 R AvemuG 6 CONSTRUCT CR055 GUT-lrEm pea 4a.13-co. S-ro. OV14C2. 119 A 131*4'e :a,60 e o-oC;' -3-2.011 '20.G I CO N ST R UC T -al OM WALK PEPE '3-15-CC) - STO' 'D%NG- No- 1 09, -rypF- _a I WG. NO. loo, T'Ypr-11 C 00d6d I e0o.0.(3 E5 5.317 2 1-5�5 R 5.13. co- ep-rD. D r CoNZTRUCT SIDE WALK PE7 'a 0(D_ r_0t-41E)T9_UG-r 6"CUQ15 4 GOTTET2 -pF-la S.B.CO. S-rO- DWG, NO- C -2 CON57RUCT SIDEWALK IZAMP PF-T-Z S.B-CO. e_M OWG' NO - 1 10 & CO N 157 R UGT CONC. BLOCK WALL Pr=?- c5,-lb- CO. ST0. DWG. H -c� (�D �— Z664�1� 1500"CO G-7e. Ir-'* -34a.-Oe� CONSTRUCT BAQQICAOM PF-%Z C5-8.00 . S)TO. lDVVG- NO- 3o,51 AND 0,12,7 ld 14C.B.Od 11, 601 C5.80 1 CONSTQUCT _rFMpORARy p.&�,jFMEN-r pEp. Sj5.Co.ST�D. lDwr_.z,. "O. -505A. @)- I PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO. BENCH MARK NO. eIG MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT TRACT NOo ROAD NO. CHIS #Cl jv N.E. COR . CULVERT CONSULTING CIVIL ENGINEERING DRAWN BY: APPROVED BY: HL-ADWALL N.W. COR. 19TH. 17802 SKY PARK BOULEVARD DESIGNED BY: 9586 FILE NO. IRVINE, CALIFORNIA 92714 AQmv cATM 5AS NS 4 STOP,fA PRAI 0 �-14_ PHONE 714 5Q-2M r-VISSO PROFILS Or- Wt6pTSRLA AVE. 6,9q_ CHECKED BY: ASS'T. ROAD COMM. EIqGR. DATE Dy4re. No. 100 OR- 19 TW STPISIET 0 t CID 1,Ll ELEV..-. 1430. 6�� FOR Nr-W CATC0 5AS I(NS RECOMMENDED BY SHEET OF C E.A;0/,�2' REVISION BY DATE COUNTY ENGINEER DATE WISTI69.(A A.V G u c- Y. DATE J. N. (IG-%-z;? ............ ....... -2 L= 4 -Z U) T, TOP OF W-VJP0� 0 0 (p lu Lie U 4;(Alb RV. (0, 14v 3 + cp ld� 7r R/w lu �(o � (0 EX.GR. (P W. GQ. 19 W. P41W (44s r=x (43S g. J w L V.49 L- 40. (9' cxcl. (o 40- : 1- %9 ip Id TOP Of: LU CERK. ca- W. CUR& v 119 -10 bL Xp LU 0 2 (4-��O 1 18 % 0 ffi r- :2 14 (4, > . (440 (440 -S'd-9.9" Ke. > 0 TOP Or- > Ai tv La kp W.� C(Aze 0 0 -0 LU 0 d) 0 r- kp + 0 00 r .0 d Lil :0 0 . 0 GIZADC- (" L ' 0 - 4 �co tp + 4 0 N �\4 4 T 1416 (4;5a'S 4 N (4-40 (41as 0 tX, G R 0.60 + 00 EX. �GR.ce 4-- GRADE"s 0 d (440 j4d 01 (4-40 (4-10 (4 G RAD G (440 + w 0 0 N F- 45)3 + ........... LU U) 2§ m U) 1 t\j ............... + .......... 0 % EX GR, ................ (4SS (44S 0 ............ (V 0 .............I .............. <,c--yl G cz. (a G R1w ........................ (0. Too, or- c-. CuRe; 1p ............ tp EX. GQ. + 0 (440 L \9 ................. ....... .............. (4,40 (440 145 0 - N + + q (U A (0 - TOP OF: T CO G. CUR(5 op 'OF: c Re �j C-. cu, U) Was + L .00 ........... M ; ........... PROFILE 40' "m .......... HORIZ. 1" - ........... :ac) 1 3"1" � 0, VERT. I" - l5r-A L E 40 5CALE 1 40 '40! NINF--rEF-NTH ST. RING AVeMUE NINETE:EN-17H 9-r. 92(NG AVEMUE E3Er=. eHr=E-r 0 5EE SHF-F-T NO- 12 SE:E: 9HEXT No. 6EE 5HMET NO. S 1-7 01 la c> 08 0 2 1 at 1 8 . I asp I I I 0 0 08 J I cy 0.lu tn g Ln /21 312 32 je, 32' 32 0 1 09 W.0-- f�l 4 0 in y 0 + 0 d + + + (0 + + d (0 LU c a) 37 0 ,1 0 w 00 6 9 0 0 rf) 0 (P + t U) 0 (p 0 U) 11 01 - 0 . 0 0 �l 6 +1 00 0 N 0 A Uj + 0) + + rb, CD (0 1 + 4-7 7. 1 , . 10 + 4 -7 e,, + MIT s4 A� Z) O'kv, co Cgbw" L141 38 A Q .V 1(�G 2 0 48 Q0 -75.0 out -7 4- 01 7 b T(?ACT F?>O(J�JDARY -AN - I 0 1 L—L W R. OD 0 0 0 Q Y 39 + 0 U) 0+,-7 5-G9 0 WALL� PER GRAOIKIG 1211 /8'. La� J�?l L 8' Ir4IGH CONC,. 1225LOC,�-- 1 1 22 (V I I I i I co I +I(lj PLA.Ki I-E: SHEr=T NO. S 5E� SHEF--r No G C u Rv E DATA P-ING AVEMIde HEAT"ESZ STREET A 15dee;0e;' 59-00' t40. 19' VALIMDA &V E N U G PALM DRIVe DAKOTA. AVE N U e 0- C:ONSTRUCTICYN 11larmsk se-00, 25,49; - 1 2 CON9T. A.C. PAVEMENT c '31 e4eo -as-od 51. 03 3 2.78' (s� PF_Fe -5.5 .CC>. CZT0. D%NG. NO. IIE5,, & 4 C-oNST. 6" CURE3 4 Gu-r-rE:R 8&iZ"c5-7" IaO-Od 30.-7c)' 19.--39' 7 CONeT. 51t)EWALK PE:R 9-0-CO- 15TO - D\N3- MO. I 0S, -ryPr= C-- qj6la4,2Cr 60-Cd -79.14' 51 .'Z I cop coNs-r. 15ARRICAVE PE12 S.B.CO. 5TD. IDWG. NO - BOS AK0 F- CONco-r. TEMPORAPY PAVr-MF-N-r p=-p. 5.8.co. c3T-D. D\NG. NO, 305-A -3-e.od I -20.��] G COMST CIZO15S GUTTIER pv---(2 S.e). Co. STO - DWG. MO. t tc) 5(,-3,3'44� -20.od - C 0 N G-T. col0[=-VVALl< RAMP PER S.b. CO. S-TO- OWG. K10. ( tO 9000dod zo.od �3 4ZI 1 -ac).od PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO. BENCH MARK NO. 216 MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT # if TRACT NO* ROAD NO. cHle cl N�ff. COR - CULVF-RT C.QNSULTING CIVIL ENGINEERING DRAWN BY: APPROVED BY: HMADWALL N.W. COR. 19TH. 17802 SKY PARK BOULEVARD DESIGNED BY: FILE NO. HA\JF-N IRVINE, CALIFORNIA 92714 9586 PHONE 714 - 5Q-2066 CHECKED BY: ASSIT. ROAD COMM. ENdR. DATE c + 0 JIN V-0-�443 (0 T L3-2 (0 0 0 10 10,0" -rol) ELE�V-- 1430 8ee NDED BY C)A.V-OTA A.V L-M U G RECOMME VA-L(IQDA� AVENUE PALM D2 SHEET 4. OF 8 BY DATE COUNTY ENGINtER DATE R. C E.1,peeIV DATE NO, REVISION J. N. (/ZG- 1-7-7 . .. ....... .......... L ZG�5-0-7 0.C,. (08 ............. r- kp . ......... + P11\1ZT. V. c'.Q %�77( 5? 14d 'Ex. GR (R N 'o 0 0j 0 - - ��o 1. 1;5. Gyl GP-. KL. RIW > co 1, r_* 0 r- � + > 0 + (D + 4 co �,�Q 0 Top Or- ao N. culze 4- > So V, w t 00 V.c'. (4BS > +1 so V.C. > 0 k9 > + C� 2 QL Lu U) 1440 co co LI, + 3 0) 0 0 t + 0 + GRAOE 0 11 'so-7 + --i......... u� w o o V.r-6 A4,13S ........... -A- ............ > 0 - 0 ..............- 0 .......... 0 d) 0 OD 0 ,3 + �o + f ON 60 (440 + Lp k9 OD q Top Or- 4 r=9 G R, ca. RIW. ip l5et- Culee RET. 6) + L6 + o 0- -2 G,:5 e.7 0.cl. ....... PROFILE HORIZ. 1" 40' If 0 -4 4? VERT. 1" qv G HIGH CONC. (2�,LOCJ::� SCALE I"= e-f 0 WALL, PE(2 GRADIKG cl ",000", to OAKOTA AVGKIUE- 9- 10EE S4-4EE:-r No - 4 ol op 40 Q/ 0 10 33 3 3-7 3 00 (o T 0 U) 0 0 . 0 0 1 0 6' 0 OD 0 0+51 .-Z( + 0 + -r 00 7 -oc> (V G5 fl/�G5-la 40 ao CURVE DA-rA V,Ie r4ldo R G A 9dcXDlc)dl (o -eo.00l 2 7y _0 ;lp 0 co G fla( l 4e 20c 00 77' -3 0 -od ro 9). 17 F- cf ero'�,E�0 od to--;5e teo S 1.-74! G5-001 ool :71 - 2 3 ep, 0 113 1(541 t--311-60, 43 1.0,�; zs-s& CONIBTRUCTION N OTE:d5 1 -7' ccNs-r. A-c - PAvE--mmN-r G 1�293-C)6 ZGS-0 1115 0.99' CoNeT. 82CUIZ8 4 GU-rYF-R Pr-k S.B.CO. STV. E)VYG. NO . 11S 311 -Od ZS4.8 1' 1 Z7.e)C G co N lar. CRCo5S' Gb-r-rF-Q ' PETZ S. S. C-0- STO. D\NG. MO. 11--5 Af 7 CON e$T. 5ioz:wAL-i< PF-sa s-s.00- STD. OWG. "o. joD, -rypm 01 10 0-CONeT. 1510EWAL4< P.Ak4P PER ep,a.r-0- laTD. DWG. NO. 110 5F-F- 5HF-F-T N 15 it VALIIQ0A A\Jr=NUE- RING AVSMUS PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W 0. NO. 13P-NCH MA%RK NO. 21'G MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT CHlro #tj'w NZ. COR . CLJLVERT CONSULTING CIVIL ENGINEERING DRAWN BY: APPROVED BY: TRACT N 00 ROAD NO. H 3'AOWALL N.W. 19TH. L C-OR. 17802 SKY PARK BOULEVARD DESIGNED BY: 9586 FILE NO. HA-'VF-N IRVINE, CALIFORNIA 92714 1 1 PHONE 714 540-2066 CHECKEDBY: ASS'T. ROAD COMM. E R. DATE Dwro. No. `100 p 1--:34 Lf7 EL"... . .- 1 430. 6� 10-4rY-77 RECOMMENDED BY PUNG AVEENUE SHEET 5 OF VAII R. C E. DATE' NO. REVISION BY DATE COUNTY ENGINEER DATE J. N. 1 IIZG- k ....... so� V.,C. , 1450............ ........... 0 co 0 Zia, 0 i i LD ............ � I I � I d 0 C6 Ao opll vuruze xop or- m. cuRe> 0 + ............... �'9 Q > > t + I:2a 0. ............ + d,ro p 144S Q ........... ............- ...........- TOP Or- . .......... amr= oF PA\.t'T. (SEG TR.c)S87 ' (M PR.. 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STD. 0WG- NO - t k9 V 'a o 41 19 (0 1 ra.oc; al G7' 13ENCH MARK NO. 2IG PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNAROINO IMPROVEMENT PLANS FOR W. 0. NO. # 10 MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT TRACT NO* ROAD NO. CH16 cl N.E. COiR . CULVERT CONSULTING CIVIL ENGINEERING HL-AoWALL N.W. COR. i'DTH. 17802 SKY PARK BOULEVARD DRAWN BY: APPROVED BY: DESIGNED BY: m .zr-l-) H^'V F-14 � JIJGL - 586 IRVINE$ CALIFORNIA 92714 (0 FILE NO. ELEV.- 14�30- 6ee PHONE 714 540-2066 CHECKED BY: ASS'T. ROAD COMM. tNGR. DATE Dwra-No- 100 �J411 1 1.0 P-- 4.00X. q0 - RECOMMENDED BY HEAT14EIZ AVSMUe $HEET G OF 8 R. CE./-"/,�4-' DATE REVISION BY DATE COUNTY ENGINEER DATE J. N. ters rm