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F ONSTRUCTION NOTES AND STIMATE OF QUANTITIES GENERAL NOTES DESCRIPTION QUANTITY © 1 COt/ST. 020:40 P,o`,ESI,EUTOf,EeOQOY„C,4�5'SJlC,PS�/,E� ACT NO- 17 R 9449 .45r. 5062 L.F. 3T CONS'' 0" CURB f~ GUTTER PCR 5.13.00. STD. DWG. NO. 115 2 00 LF. 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND �}. CONST 6"CVR$ >� GUTTER PER 8•B.00. 3'rD. DwG. NO• Il6 I,�- LFTHE SAN BE RNA RDINO COUNTY STANDARDS AND SPECIFICATIONS. cj CONST CURB SPANDREL PER S.B.00.5TD.'Dkr-,• NO. 119 1,604 SR CONST. CONC. CRO5S 5BDDc3 GUTTER PER . .CO. ST . W .NO.I19 1,239 S.P. 2. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303 76 CONST. SIDEWALK PER S.6._CO. STD. DWG. NO: 109 , TYPE c 33,585_SP• AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. e CONST. SIDEWALK PER S.B.CO. 5TD . DWG- N0,10e, TYPE B g GONOr. SIDEWALK RAMP PEM 5.6.00. 5TD . DWC3• NO. 110 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL ' FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 10 CONST. 12 CURB q GUTTER PER DETAIL SHT NO.1 9_54 LF• i _ RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING I( CONST. 49" A•C. DIKE 8(o LF -- DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS , WHETHER OR NOT 12 CONST. BLOCK WALL 3 HIGH 10 13 LF, • . SUCH FACILITIES ARE SHOWN ON THESE PLANS . 13 coNST CUMB ONLY C.F. VA21E5 12"T0 24" "172_ LF BASE LINE CONST BARR tCAOE PER 5 B.cc). 5TD. DwG• NO• 305 5 f LF. 6 H E ET N O 2�� -� 4. SHADING ON STREET PLANS INDICATES A .C. PAVEMENT TO BE INSTALLED. 14 �'� I � -"�- � . ------ - -- ` --- _ - --- IS CONST. TEMPORARY PAVE15.15.8scSt`� MENT PER . . o .STD.Dw�.3osp 162 � 5 . AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE 17 INSTALL STREF-T NAME: MARKERS PER S•B.CO.STD.DWG.303 6'1 `bF. 1ro CONST. DR(VE APPROCH PER ES.H.CO. STD.DWG.NO• 128 (4 fro Z8 2g ,4Q 43 PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO IB 1 W COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL INSTAL-L CLEARANCE- MARKERS PER S.6.00-gTD.'DwG.304� '1 EA ` O 10 INSTALL STOp SIGN 1 EA. BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN �v WHENWHEN PLACE PARKWAY TREES 119 E,q Q 13 W f 16 $7 �O 4144 MET . 21 REMOJE A.C. PAVEfv11=NT (RAMONa) �( �p g� }, - - --- - --- - - - --I I Q Q 6 . AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE 22 REMOVE ROCK RET. WALL. (2- BI HIGH BASE LINE) t OSS LF. ' 3 SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO ZS �DG'ST0.20,4C.�fll�,E✓Y1,E.!/rO!/,E,20�5"G1�4'�'SIIC� /,F_0.�4 eR4/ZS L P: 1 T T T , 3 !� Q N 17 >ZG 3 40 45 C0U.N7= RO-,D DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS ZG CD,cfSTOZO: -4!%F✓YI.F�/lOf�.F..20�5'C•C 'S'JI�,EO .4B I /lZgAo l-•F to CO'•1PLETED TO VERIFY: 0 A. STABILITY, OIL CONTENT AND SIEVE ANALYSIS O O • Z OF ASPHALT SURFACING. m �' 4 I1 Z 18 QS Z 92 39 •46 B. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT 1 + + OF AGGREGATE BASES . - ) Q0 + F Z W 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, Q 6 10 W (9 2d f- 33 �8 w 47 ; COMPACTING ORIGINAL GROUND, AND ALL SUBGRADES SHALL BE PER- Z = LI( W W I FOR'�,IED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT -i O W 1 N i W 0 WITH THESE. COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ',CURt3 LINE W 1 6 9 Y 20 Q3 SA 37 48 ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR .j APPROVAL PRIOR TO PLACEMENT OF SUB-BASE , BASE AND/OR SURFACING. I 24' ; W Q m W 6 . ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEIN'F.R SYSTEM 0 ".CURB ELEV. _ 17 A QI 22 F' 35 36OR ESTIMATE OF QUANTITIES . 4 9 9. /F .49�f/�,GT CO,[/C,P..�T,E /�' T� QE P.L•4C,EO O/PEG7.G!� O.C/SU8B�4 ,4 ` �'O/.G .�"T.E',e%L.�J,I/7�.P.EG'/�'T.�.P.,E,O ,Bl� 7f/,E .E'P•4. F0,2 !/�,E !./.(/O,E.e .4•G'. A,UO • r-- - - -- -� � `� PC.C. �f/fJ.�.C. .Q,E !/.C//FO.�,�.Gf�.4f��,G/•EO AT Tf/.E �t�1.4,!/�/FACTI/.e,E,�'�' .�.�- GUTTER UNE �. 1 RON VYOOD N 8+-I EET N0. 4 _ 1 ' I R. o Q 91 so W INDEX MAP Id -_ ___-__ IJOTt�S PLIe STD. 115 APPLY e,'-ALE 1 ' 100'_ � .. .. •. DETAIL 12" CURB FACE AND GUTTER Raw NO 5GALE 60' BTA. 0+00 TO 6+95. 12 60 STA•O+00 r0 1O+'71.72 RAW R/w �' 1 R/w. 33' E.tOr STA . G+95.12 3G' 24' �• Go � 30' 60 301 12.s`'_ tl `'_ 4. 18' S' 1.0 12' IB' 18' 12' 12' 10'18' t~ FUTURE E�CIST. ROCK WALL '-' REMOVE E�Ct9T. ROCk ' EAST OF 7+19.30'j'� I I IWALL TO STA.11+10.-11 PAD I I I too-fg. 91 DI= ONLY• I _lV • �N j _Fl/Tu I I 21 I 1/a.i/ r.T. �,E,e x'72 .30/.30/9 7�0 . - -may ' , - 7 3 'T 13 FO2 LIMIT'6 I e-MI!! V P.G,4G,E b 3 3 gee gFrr' 4 .Er1' QC'C. P.41�•E••C� 11T � 2,ClO ' CA ION BASE LINE TYPICAL SECTION 60 R /W. TYPICAL SECTION 4.0 of 60 ��w. TYPICAL SECT NO SCALE NO SCALE CAM $RI DGE AVE 86 IRONWOOD ST. EAST OF TEAk WAY - R/w � 0-�- a/w IRONWOOD W OO D ST• WEST O F TF-Alk WAY 50' Furuee e.\W • R/W Rnn+• ee' R/�^' IOTH 5r. 25' 25' 60 CASH DftM�WT-IMPR 7 ' Ig' l8 ?' 30' FU_T IMPROVEMENT. 30_- t ole ! c)T- CONSTRLZ'T/QN' 93• 33 f JZ/NN OFFER OIr DEDICATION PER I $' IQ' I I 2-21 22 1 I' Q Q Q Q d.3 6 5 I i I G 5' 0.6 � OR. 6K. '7�.,E39/ 1038I, • I 1 11 - G.S g.S 6.5 4 10.5 S.P. CIO o • '� J010 IMP. PE2- I 4 VG N N ' Tiz .9451 0 ; Q�0 A.�\� =i4' /F ` i r -2 deo-- /�. 11491BASE IJNE Q Q I Z pc Z aI� I , •�. 3 7 CS Q ., cY = TYPICAL. SECTION 50 ' R/W Q cHu� N ST. TYPICAL SECTION Vz op4so' R/V4!• "rVPIGAL SECTION 33 ' OF GG' Ft/W. '-� I/ MOT TO SCALE UNo SCALE . N O SCALE BERKSHIRE AVE & TEAK WAY NORTH OF IRONWOOD ST. jr- Ak WAV SOUTH or IRONWOOD ST. PA PMA AVFhI UE• � PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE The existence and location of any underground utilities or structures shown CONTRACTOR SHALL VERIFY ALL on these plans are obtained by a search of available records. To the best of CONDITIONS AND DIMENSIONS our knowledge there are no existing utilities except those shown on this plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- tect the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER _ plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT lines or structures. OF WORK. / N0, DATE REVISION APP. PREPARED IN THE OFFICE OF Br NCH MAFZ'6C - MAD OLE SOUK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W.O. NO. U•S.GG•s B.M. H-11, 1933 8RASS OLE & ASSOCIATES, INC. ^ /� I=OR CAP IN P.C.C. MONUMETaT A.T CONSULTING CIVIL ENGINEERING A �d�d S�r. Sc���9�s _ C- RnAD DEPARTMENT TRACTTN NO*E SOUTHEPST GORN'EQ OF 1--4ERM05A A�•'FRJuE AND 17802 SKY PARK BOULEVARDAC�PROVED t3Y : ROAD NO. IRVINE, CALIFORNIA 92714 - - - OanwN gv: R•S • , vv&. No. 6Aa+E LINE PHONE 714 540-2066 K .-- 6 0 9449 FILE NO. CHECED BY • � � � A5 TT. ROAD COMM• QGR GATE ELEV• 1922 . 14 � �- � Z S 37 REGOtv1MEtiDED BY • TIT-Lt.. SHEET T i OFG rvtAc� DL.E R C.E 14814 OATS NO. PF-Vis lONS BV DATE COU1.ITv ENGINEER DATE SHEE J.N 103-146 it i ............. ...... .... ............ q 4_ 4 i 4, a ...... ...... ......... co (D 'j in to tn 0 0 ........ ,Of 0 (ki 4- m m on N Ll 0 09 + ... ........ (ft CD + + + (n Sr Ld 0 TO 0 N . ... .... ..... .......... -IN tv cu tup (U %D + tj m + .......... + .......... ............ + w 0 LO 0 (0 ........... ........... ........ CD m - � O ........... .. ..... .......... M 0 .............. + m + 0 m U Ar 0(0 M u, 03 0 + M m N 0 ......... m m 0 + cn m In ID Om 14- cn + N m 0 + cu 0 m m 0 ..................... ........... + + m 0 m . .......... ........ ............................... .............. m 0 .......................... z.................. ........... sit + ......... 15P� + ............... . U------------A.— LL- U t .. .............. ................ CID C) -C. ........... + ............. on . 00 N 0 0 M 2 ZVI 0 CD +(y to CU 0 ................. . ............. + (wj + ............... m 0 .................... ........... mom ............ 7 . ......... .............. ................. FILE 1" — 40' `HORIZ. 1c) 4� VERT. I" j 12'1 /al /a w 0 w > > �4 W -1 6i IV (X co 0 SCAL ff' -0 E:x-1,0" WATEQ L-W E 7E:'X7l WA`TF_R LINE: 1 L Oi/ A xv rF-X. 4 H .P. GAS 2c:t N --a- G G_ colt f H.P. (3Ac-5 ?-oz N-9; r-E:X. 8 SEWIM!0+00 CE,I Ilkxr. EY. OS S.M.H. EX.is.M.H ON el A140 METER P.P.LEM 7 117 Ism SIGN FIL. &9M 6 PVr4T- _)0e, E v.M.W.1). wA,-MR PIPE t' HIGH ROC le TY IZELOC 13 (ST- FUr-K-WAL.I.- L,:"- (f) # R.P_ -K MAIN F_x.2- �TA SLow X 41 G. M W-13.MIZ pipe-r-TAINING WALJ (eF4-MOVF-) WALL ET W_eLA:)cA 5(s). MA;ZK5;2 PCY- WA Nnzo< —p 2 0s, -0 I ZI G 100-00 ' e)3-.4 C) tit ., il2o.o4 84.00' L20-00 es.01 A 10 (0 100-G4 117� i�)03G.00' fwl4. 24 cd ti 0 19 -S-3 ly -l'i - e- 221 2121 (DIU je is' la, I le,14 10, + W% z 7 ic6 w 0 o)4 w :2 PP,t 60Y -110 f5F_ IZEMOISO 91 A e -SE:F- 9+-f F_E T N0.Is* 4 -j SEr. SHEE7T NO. a. C:A M 13P I DG E Av F r PP I r CgNSTRUCTION RAMONA AVF—. .011 . NOTES 'SE Ll NJ 11 CONC5T. A.C. PAVEMENT (EXTERIOR) 5 ccims'r. Cups 4 9r->AmoF:zEL_ PE1:z cao-ectco rro. owG. No. itg -rTF TD C0W9T COOSS GU lZt PE:12 S.B.CO. 9 - OWC. IIS 8 C 0 N cb r. 5iDF-WALK PER 9.8.CO. 9rD.* t>WG. NO. IOS TYPE: A (te 0 D.) VA9_155 8) COUST. SIDEWALK TZAMP PER S.B.CO. 15-rD. DWG. NO. 110 X) COMST. I a" CUPB A.C' MViMG, Iro 14 GUT-rE;Z PER DE7rAIL OU 64r I 241'e ((+io.78 t4 CON15T BAMPICA-0E PE:Q 13-B.CO. STt). DVJG. NO. 303 CONST. Tr:MPORA1:zy" A-C -'PAvF_MF_N-T PER 9-8-CO- 51-P- DWG. NO. 305- A 15 12 CONST- COM-- eLCCK WALL- fV17- S:13.Co. 3rM. Zo 13 'MMJ"0P_A7_'? COW—CUR& PSIZ DETAIL 14�lzec)pj. CUP\/F- 1:)ATA I 0,49:� NAMM fAA,1:ZKF_lZ PER S.B.Co. S-IrD. DWG NO qo9 e . 17 TALL STRE:M m P�zc? G.B.Co. INSTAL c_Lr=AQAt-,C_E MAlaKE-P5 PMQ S.S.co. STD. DWG NO. 304 A 90000 i0o 20-06 i5(-4.2 1 20.cv I I E5 A 1:--,p L_y 10 N45rrALL- 'GTOP SIGN 900Z51 Sri 2,:n 00 SI.6GI lz LAC F_ 0.10' A r_-CA P To F=eA7v re P_ s ��LVR- tFrA C-+(-<.o 66 TO I CoKiCT. CONC. GLOCKA/ALL PER 9.8rc. Sm. 0vVG 140. 901 o6 PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF 7AN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO. U.S.C-Q.S. S.M. H-11119S3 BQASS MADOLE & ASSOCIATES, INC. I TRACT NO* ROADNO. CAP IN P.C.C. MONUMF-NT AT TI-4E CONSULTING CIVIL ENGINEERING DRAWN BY: kl. APPROVED BY: Cc)QmEX2 07, 17802 SKY PARK BOULEVARD DESIGNED BY: M 1 -7 9449 FILE NO. HS12MOSA A%jF-"LJF- AWE) IRVINE, CALIFORNIA 92714 lu IOU/ L Ts� 13ASF- LINF_ PHONE 714 540-2066 1 CHECKED BY:al ASS'T. ROAD COMM. ENGR. DATE Dw&.No. b_>l. 7--C-77 1 RECOMMENDED BY BASE LINE SHEET a OF ADDLE R. C E. 14814 DATE REVISION BY DATEI COUNTY ENGINEER DATE J. N. 103- (4G I ' UV ••t c ... ALDER fr:._. . STREET I • m r •..7 b.. . r .• = f . r , • , o A ti . . Q TR. No. 94 51 N _ p � • (21+04.90) 8 Dow dow N C — Ce, � 19Kcl A.C.fA ' � •,`+ taw, ` Orn I \ �r �` $ a ,E.0 � • �' o —' Z C-4 r. /9.Gly t 4 Q► N S (A O s 2l+SG•26 g S 07- - \ • ,� ,- �, ,3,9 co 4i� v� v m erc..P 22 /4.25' /3�9 chi 1 _ • — ,.. ,. % 61 � 2'��"fid .eS.YC 22�• S.Ct?, :e!'/'" 2�''' 2�3`Gb A19, LA s E.G. N 22 E1 c ra I� � ... $ •. ..� r"•� ....-_.,. ° . ,__�.. /3zG� / � . . /.�f20 7J .. !. 20:9/) iR Ito (� C Q3 'J� ,•? Z r 0 D � :•• P3sSa�lDo � Z�y640-GtO .. 23,�G►O. .. . N ° Z �9 O m ..� -• 243 m N D 0 O I • �� _. 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