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HomeMy WebLinkAbout581 • ES71 MA M OF OUQN I TIES ITEM DESCRIPTION QUUTITY UNIT REMARKS CLEARING AND SITE PREPARATION LUMP SUM L_U 20' �EsTPS/ati E�ScMeti /5 U�sTR��,v ���EM�T tJ. CONST . 0.20' A.C. PAVEMENT49idPP.y1,*e !tzego F Ix/vd�o .o c. .BeY.n 4. ST. 0.20' A . PAVEMENT 1 26CONST, A.C. DIKE SEE PIAN FOR HEIGHT 38 L.F. PER STD. 117 I'VOIF/ED , e 27 6 . CONST. P.C.C. CURB AND GUTTER C.F. =1211 ) 1 , 167 L .F. PER DETAIL "A" - SHEET 35 7. CONST. P.C .C. CURB AND GUTTER C =811 ) 4477 L.F. PER STD. 11 8. CONST . P.C.C. CURB AND GUTTER (C .F .=6" ) 375?- L.F. PER STD. 116 36 34 33 32 31 30 29 W 9. CONST. P.C L. CURB ONLY 3 L.F. CURB RETURNS ONLY 16.i "t 28 y r28 25 - DJig 19 TAISI-411 CLEARANCE MARKERS 2 FACH PER STD_ 304✓ r I A; ADJUST G1 EAN0111 In GRADE I FACH SHIRE COURT • testi J � � ; h1 3TG _ JENNET STREET 1 _ _ - 11=3 951 1 F4CH PER SID 90R 24 - _ _ PERSTn W Scale: �' $� ' 19 INSTALL 241 1 (� 20- INSTALL 8 o� C.S.P.A. ( 14 GAUGE) 46 L .F. �J k • 2l. Co v5r P c.c.. c v/ra �GvrrE,e L.F. Pre pErA71e 38 ✓ 2 23 2. Coivsr ,6LGCk: - h! 29" oboes F&O+in /0.5 C.F, Pie Sre-.N3 o. 0/. Cf/lf.Adr.$ a` I ` P3. C4uer a�o,'.4.C. O✓E�[�4,- /7�� 1 G E N E R A L N O T E S SEE � 43 44 45 46 � 47 � . l 1. ALL WORK SHALL BE DONE 111 ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. ' 48 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 i $03A SMALL BE CONSTRUCTED AT EACH INTERSECTION. 42 22 S. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT ; --r– SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS SHWRE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. �— 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND MATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. 41 / S. WMEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY ``.. ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND REL�ITED SPECIFICATION. 21 V A. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL K SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE ~ SHOWN ON THESE PLANS. 54 53 52 � 51 50 49 W `WI 40 / W' T. SHADING ON STREET PUNS INDICATES A.C. PAVEMENT TO BE INSTALLED. , F' 39 t. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHWIIIT OR CONSTRUCTIOR WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-NAY. � . 55 t0 ` •. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE Of QvANT1TtE3. 10. ADEQUATE STAKES SMALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO TRE PLAN GRADES. I 11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL WILSON COURT ` BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT ` —� M��L - - INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR �sArfr �0 TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. 1 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO PAVING. �9 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADE SHALL BE PERFORMED 5 6 AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS VADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. \ , 14. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD 72 TI DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. W \ 5T 58 59 6O 6I 62 (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. cr (1) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. R ` 9 18 \Z A . 15. WREN AS"ALT CONCRETE IS PLACED ON NATIVE SOIL WNICM CONSISTS OF A ROCKY MATERIAL, 1Hf StlR'GRADE SHALL 'RE MIEPARED BY REMOVING a - ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A 1L �` QUALITY BETTER THAN THE NATIVE MATERIAL. A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C., SHALL BE UNI- < TO _i r l FORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING, S E 5 itJ W ���..__...JJJ HILLSIDE ROAD ' . 49 -BE 61YEN WH 4 ALL STRUeTURAE REQUIRL1­111- BEEN MET. V 17 69 • ORCHARD 68 67 66 65 64 63 ' } THOROUGHBRED STREET _ + - _ r .SHEET S J rt 2 K. c_ Tentative - 5 7eAc r i / .• N Tract � II No 9015 10.1 - 6 T 6 9 10 11 12 13 14 9/89 k ikd��° ` ASE 3 4II ..� . — l S�� t Q5' E4�/c°57i3 /J.cJ — G�/.15G�MGYic/ � I BENCH MARK SAN BERNARDIWO COUNTY' BENCH MARK NO. A243 o`5���� " " " CHIS " 0 " N.E. CURB RETURN, BANYAN AND CARNELIAN STREETS. INDEX MAP . ' PUMALO STREET �0 G� ELEVATION: 1726.36 p { • --- e��� ( � r SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR Contractor agrees that he shall assume sole and complete responsibility for job site 1 1 conditions during the course of constriction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal 1 I ' working hours; and that the Contractor shall defend, indemnify and hold the Owner and BANYAN STREET the Engineer harmless from any and all liability, real or alleged, in connection with the Performance of work on this Project, excepting for liability arising from the sole negli- T.I. SCHEDULE Bence of the Owner or the Engineer. _ VICINITY INAP . Sapphire Street 6.0 Scale: 0 - 500' ' � • aIP' 76 t Thoroughbred Street = 5.5 . _RCE N.Q. 2/10¢ r FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS Jennet Street = 5•o ASSOCIATED ENGINEERS W. ° No. -- Camo Street s•o ROAD DEPARTMENT ENTTRACT N0 9189 ROAD N0. 316 EAST •E' STREET Wilson Court = 'f•5 Dw9ned By APMOVED BY INDEX MAP - ESTIMATE OF Turk Street •,I 5 ONTARIO, CALIF. 91764 _ o.e.� e ) �.5 -1-1 FILE No. 714 - 986 - 5818 t�JANTITIES - GENERAL NOTES Shire Court Cheeted a �' /tL�' .`f� ASST ROAD COMM ISS10 R-ENG ATE r c7ra66&cWciGAVvrs,eeVC `+''+'r1 Recommended 9y ALTA LOMA DISTRICT No• • ' Welsh Court R.c. E. 21104. DATE ARK REVISIONS APPR DATE COUNTY ENGINEER DATE .. 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NO. 116. �, tV 'a � �.7�95 a=4s� /.Q� . `��•�,.�,y 1� �}- /= 1,09 G��oh tV -� �T� ?:8� ?3"04 18 ADJUST MANHOLE TO GRADE. � mss, � ,�� � � � • b � � p -" NB9°22;53=7i,i�� , /8 •�??- j��E,, � a • � � `�30 � h O c� � � p Fc 69.J/ 5-�Op.,BC, osr` 1,.� �9 ��a .� .� 22' 9X `� Ll ?dr o� X� ,fib �� oy�.. �'�j ° // // !/ // % re_ 9•-s` 0 �� �� Qti tiN A zs?' N 5 B! T- s ^t y O 8 /�.�- �4o "' �� fc 3 Z 5 c sc9 \ �8 _�sDoh TEZ nn QL R p -o �z - ig f� G s/o £-�.ef o.7G • N3d�a/ YV // — `S6 % l"' V n /.a2 Q6 B. ✓C 9 �3 0; �, � •mss_ v. V xi 0 ap 'mss. 35 CU�Pe 'TU / ATA Construct 0. 2 O ' A.C. Pavement Construct P.C.C. � , ►�N�c �'�6s�-. �''j � r� � � ki Construct P.C.C. Curb 8 Gutter per b -20�L=.3/.41? fo ��o� 1y9� $ .�J'P2?�- S Curb 8� Gutter per Std. No. 1 15 os h Std. No. 115 c.s �9e Lt/rb OGfo �' 8 0� V O 3 f& OAOO Ovfg? 5.100 4= .18 0,44'?Z~ p I�j O � X92 R= LO" L= 4057 � CURBQi,NEl�i9TA �' a�- �-� •?tom y, TYPICAL SECTION Tc.s3�a r''E%9' /D E' /V T / C ,q �=�Z2' L=789 �G sr�o "� �'—o T iiG Scales: !" = 10' Horiz; 1" = 4' Vert. Fc.s?� B.�s�� ��rcy r' 2/.09 �. r•C.s3 9 T= !.9¢' 01 4 0 a JPe&m Data x�96 ��- d:63'.17'14•' ,� .� O �o z�, E-�, 18 19 CONSTRUCT TYPE "A" CATCH BASIN• W=41 , V=3. 78' PER STD. N0. k �• <S '',�: s�29 a3 206 AND LOCAL DEPRESSION PER Dtrw NEi F6Av OUTLET = 24" DETA/L T- iT�• G� �Gz71" FC 5q.� C.M.P. INV. = 50. 17 LOCAL 17EPR�SS/ON CONSTRUCT 195± L.F. 24" X 14 GA. C.S .P. (o.079"). ..THOROUGHBREDSTREET WELSH COURT71 �b ✓Drips - z5'fo �s ✓Dries - 25 >� 4-5 s-7oris 1/orits S-T C 45 V o r Construct P.C.C. Construct 0. 20 ' A.C. Construct P.C .C. ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W 0. No. Curb a Gutter per Pavement Curb a Gutter per ROAD DEPARTMENT TRACT NO. 9189 Std. No . 116. Std . No . 116. 1 316 EAST "E" STREET Roan No. ONTARIO, CALIF 91764 NsiDrawn e a�,OVED BY THOROUGHBRED STREET D.iipn.0 By n _ 63C��, I-s•)� AND WELSH COURT FILE NO. TY,��cA� ,S�crrory 714 9 6 5818 Chocked ��� r'_ ASST ROAD COMMISSIONER'EWR. DATE ' w lO• NO SCALES - D� �V 81 ° .e;ls.ry 11 t?•�L1 4 dol seMr' %"" Rtaomm.nded By Alta Lama District 4 10 1VELu�y CGY/iPT allO/ y////�� C��T�✓`hee%(/o 8} a.C. !. 'e io4 DATi ARK REVISIONS APER DAj E uN N N R 37 SHEET of 75-77 t Y, 4GZ•3 TOP OF NLY CARR , EXISTIAG PROFILE AT NLY R/W % t v L' too Ila z F � av y 1 TOP OF NLY CURB Qh F. o� a r � N PROPOSED CRADt AT lfit/Tfi�'LIVE E H n v ¢97• M ti, EX IST I NG PROFILE AT o V d ti til , V i I 4� PROPOSED AT CE X#Z1NZ PO �R,46E040 y F � P Nf' v e p v ai E`XTSTING' PROFILE AT SLY R/11' of ►� a ti \ ?•¢ v M V• .1c x TOP OF SLY CURB foo v G 4• a' M N a6 2 I ' 1 V.P. - �G.o9 �O ova j �O�l V C EXISTING PROFILE AT 5Lh R/W , /ASO 1.bo Viol 44 23 o v� ��40 o O i v x p h /20' V. KP/. =4250 6 a' h• v D �, °` 0 00 ti O +� 0 n 0 ^. o• � eo 0 a , oi PROFILE Ilk o SCALES "f"V _:P J d 1 1. / 40 f P L N SCALE I � = 4d exyzw STREET , 68 67 � sli e�*r. . 66 � 64 63 60' o o CONSTRUCTION NOTES `�c O IG LL O4 CONSTRUCT STD. DRIVEWAY PER STD. NO. 128 "W" Or file K =ISS e AS SHOWN ON PLAN. N -� �, 4 �, e OCONSTRUCT P.C.C. CURB a GUTTER PER STD. NO.. h \ 115. � y 7/., /09.DD ' X09.DD /09, DO 109. 00 69� �• /8�93 ,� !2 CONSTRUCT ROADWAY PER TYPICAL SECTION SHOWN gZrRrZW. T -•w , ` I 18 ADJUST MANHOLE TO GRADE. GS O .rr, cj' h1 N • C� /� ` .dp �' `► r 8 M N �� � N89 0930E /7 iPEMONf EX/Sl/Nr ,S4RP/CADS. v 0 0 76.GZ•TfroRovrHe'eEo= V 2 N o'xo0.OPCAMF'0 sf f.63 97. 75" 97 76' 97. 7�5' 97. 75' ,y�7ur' 97 7�5' 97. 7,5 ' 97. 7�5' 9B.mss' /O' d 7 M Z 'Pc� THOROUGHBRED STREET Ca s>f►ricfa ZO'.4 AbIv~nt ConshrrcfPCc ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0. Ho' � f�r, s "s ROAD DEPARTMENT TRACT N0. 9189 ,�, , No. CxiflkrPdrS&,*//5. 316 EAST "E" STREET Designed 6y AP QVED BY dfo.�rdO�,s> /•�f00 ONTARIO, CALIF 91764 Drown e s THOROUGHBRED STREET FILE N0, 73'P/CAL SECT/ON 714 - 986 - 5 818 Chocked S �' �r , a�y.� ASS ROAD GWMISSIONER-E . DATA W Nc• 58 Scales: / _ /Of/c►rrr /" = ¢ Vey dd roved sfrvc>yra/s�cfion. " Recommended ey •� AIta Loma District p 6. IV R.C. I. 21J04 DATE JOAK REVISIONS APPR DAT COUNTY ENGINEER SKET 5 of 10 s _ 75-77 n EXISTING PROFILE AT EAST R/W EXISTING PdOFILE AT EAST R/W goy 4 " C. a s Q s � /8T0 •�09 /810 •?off 1860 : �, 0 1850 f o, I TDP OF FAST ICURB I I f V n I i Cp a 4C O �• i a j Q 4 F H 4 h V � , PROPOSED 'GffADE PROPOSED GRADE AT 4 ATS v Q �o n v •MJ { EXISTING PROFILE AT � WEST R/W W 0 s EXISTING PROFILE AT v ? f { v F I } fV / O /N40 '� /8/O /8T0 ' s� ' Q TOP OF FEST CURB q► oy ,o v \ 4 a . RORLE SCALES VH F Fk� � _�'• ; /A - CONSTRUCTION NOTES PL N SCALE � � = 4� . O CONSTRUCT P.C.C. SPANDREL B CROSS GUTTER PER STD. NO. 119. 8O CONSTRUCT P.C.C. CURB B GUTTER AS PER STD. NO. 115. 24 CONSTRUCT P. C.C. CURB ONLY. CONSTRUCT ROADWAY PER TYPICAL SECTION SHOWN HEREON. �� l8 ADJUST MANHOLE TO GRADE. ® CONSrieucr STD. DPIVE`✓AY PEEP SrD• NO. /Z8 "h/'fAS 5HOWJV ONPLAN. 21 ZD >9 I8 17 30' 30. • all 0 0 5� 6�06 $� 07 ate" Q�6' Q50" 0.3�' d 6'F 7�l�f O O d =90 // • " --_ p 0 0 �t� O X42/�-E• C. 'r 24 \ dC.�P �• 9 q t0 &G� Construct P.C.C. Curb Construct 0. ZO' A.C. Pavement Construct P.C.C. Curb 64,5 ed 98.00 98.00 ,�� W. 78. 3 ' +++��`� a �I t� & Gutter per Std. No. 115 IO and Gutter per Std. No. IJ5. y ! 0 1 -A TYPICAL CAL SECTION - JENNET STREET � �B NO .¢7•� i4 t/1' 3�3 I r `'► f Scales: 1"=10' Horiz; I"=4' Vert. a y c�A Q b1 /39. 2/' .c.,c E —+ .► /63413' w-20 4 /�3�7' o so Essement 0t Cv�B� ?3' Y3' L?U�Q t5 ?5 L'U,Pd iPETU.eN �{•� IPETUPN ? /6 • /g• 7 �ETUCit/ 62 !7 ,1D' •�O ' ,ONT.9 �ATq DATi4 I /Z Lew1z SON COURT a=�'// .U:89"4e 77Z i9, 9� , o :v CAMEO STREET Construct P.C.C. Curb Construct 0.20' A.C. Pavement Construct P.C.C. Curb and B Gutter per Std. No. 0 Gutter per Std. No. !!5. 1 115. TYPICAL SECTION - CAMEO STREET Scales: , !"=10' Horiz; !"=4' Vert. ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS w 0. NO. ROAD DEPARTMENT TRACT NO. 9189 ROAD NO. 316 EAST "E" STREET „an•d By __ AFcwo BY ONTARIO, CALIF 91764 Drown9y _ i•.rm CAMEO STREET FILE N0, 714 9�6 5818 ai• �' ,i ASST ROAD COI VISSiONF ENGR. DATE Chocked By - -P0. J4 4 Wwo ��l'1'7L I d ap�oroveds acture sec” iorIs• C •��� R•comm•nd•d By 6 10 R.C.L. 21104 DAT C ARK REVISIONS AP�'F. DATE COUNTYR Alta Loma District SHEET of 75-77 k, Its GRADE FCFt fg�CF NLY 8 N.ELY UM ty XISTING PRCFILE AT N.ELY EXISTlI'V�G PR ME - NLY R/W Q �+ 8� RLY R/W A/, a aj y YP/ V QQ f Vj 1700 a e a b Q q /8J0 v p X880 v 0 -�� � F o► EXISTING PRILE AT X EXISTING PRQcILE AT t PROVSM GRADE AT h d/G d/ic r _ 1900 p ✓.p� = 9¢02 s. 1890 16910 : S. INS- b '�i b `s'? a k p vary hQ AbE � TOP OF S.WLY � � WLY CUoRB f GRA FC1 TOP CF SLY CURB y `o } ti A/4 � 19,00 �i v /� _ �/G /� /890 l8 9C> , ,�► SVP/, — 93-7.4 EXISTING PPTILE AT S WLY--- a LY`i 0 H a WLYCil NI fa N op j [ PROFILE N RI 9� SCALES V R� I =, 890 fi _ _ P L N SCALE I = 4d 27 CONSTRUCTION NOTES 4 CONSTRUCT STD. DRIVEWAY PER STD. NO. 128 "W" AS SHOWN ON PLAN. 6afff �tlarr 11 CONSTRUCT P.C.C. CURB 8 GUTTER PER STD. NO. 116. - G"'4F' TANS/St/ON LU�PB fiPOM 6~L'.f.�c.S�fa. 1 CMSTRUCT ROADWAY AS PER TYPICAL SECTIM SFM OV SHEET NO. 6. 6P Sla./Of 7/.?Z ADJUST MANHOLE TO GRADE. ` C�reB CURvEOA� CaRsiP�rr/,�v L�9TA Q=30 09'2B� q_ 62 25 05" 8 CONfrifZlCT Pe C. Cel,,?e SvrlET Am Syr A47//S - f _ 0� T ?2,2/' T/T,5/' 40.ew/ 54?7K /00.00 O SOD.td ' q e '/Z 2 IE o o NB.� 7 C� res</ B `�`vim �''�c 7' 1s 20���287T V7. �B ��`�g¢• ►� „/1 i i /07 G�' t �8�10 /07. /07.00 Z67 z - ' Cu,PBCvevE�rA d •� g�,5a , � 85G8 'V zn'L=365.37 / f� v v T 232.95' '� o 5�y 23 4 1 0 �0 a • 8 . P — o �7 CU.PcED4TA ,e•ZG8'[-.-20d 5z 0 JENNET STREET 81 CAMEO STREET slef cS11,EEf' NO 6 FOR TYPICAL SECT/ONS 4 • 25. 'EQuEstrian . fOS2/77Pnf -� s 30.• 5' � ►'` � /2.76 ' 4611-019.04 zc. = C�/L/NE See S'lwf 6 FIELD BOOK REF COUNTY OF SAN BERNARDINO W. 0 W. ASSOCIATED ENGINEERS ROADDEPARTMENTIMPROVEMENT PLANS TRACT NO. 9189 ROACH N0. 316 EAST "E" STREET Designed By APPROVED BY ONTARIO, CALIF. 91764 Drawn B � S '1 JtNNET STREET FILE NO. 714 986 - 5818 � er r. ,• � CAMEO STREET Checked By ASST ROAD COk!ktSSiONER ENGR GATE 01 Recommended By Alta Loma District • N R.C. E. 21104 DATE ARK REVISIONS APPR GATE 'COUNTY 3xT� SHEET 7 d 10 75-77 M. Zf Ile �'/4.58 � YP/. EXISTING N PROFILE AT NLY R/W } Al a T✓�! ;� EXtSING PROFILE AT NLY /4 % ,� # AND ELY R/W O PROPOSED TOP OF NLY CURB — - - . OZ 0.5a t � ' 0 I910a r�P 1910 /ROO W o� g V o.c. ti � p� V� vd , h Aq n0 / 00 PROPOSED 'GRADE FOR TOP OFa- �# ��• h v � ✓`�tA NLY AND ELY CURBIo •4, w - a is is v 44a/8 ) .� "'� Y C.- / v?/- o¢B5 I 00 PROPOSED GRADE FOR t f ' ' ? EXISTING PROFILE ` O�'f& OZ.98 I AT CENTERLINE O i k Ci �--PROPOSED GRADE AT 5o� � v � EXISTING PROFILE h , n� N riO AT Tj r' N h 1910 v', �s 0 `� k /910 /900 o °� �h � 1400 � o � o. h A � i ' - 0 W W b � N N b a/ ✓P/=04G 9 h PROPOSED TOE' OF SLY CURB Y.P./ =0?.8Z i 0 0507 � EXISTING PROFILE ATZ7Z9 7r WLY jlv i 1910 W °` a >rP 1910 /ROO W ti v y► 191 0 - F t; p b b t} �� � a � I �' e0 b dl v N a �! �, a/d h y C. 14 N4� PR`0P0t ED GRADE FOR TOP OF NLY CURB p D•5`p O y..P a V.P./.- OZ.54 V b -3/.42 EXISTING PROFILE AT SLY R/W y . � PROFILE o SCALES42 UP �•_?� CURVE DATA -Alk 4,eh -h< CONSTRUCTION NOTES P L A N ' A -.52049,51" O CONSTRUCT P.C.C. SPANDREL B CROSS GUTTER PER STD. SCALE � = 4d R=23Z /_ =,Z/�92 - • r=/i5 24 NO. 119. Ql CONSTRUCT P.C.C. CURB B GUTTER AS PER STD. NO. 116. CaRVE Zira -Mo. C6. -E. a ; �o•0/'42 M Y4 CONSTRUCT 6" P.C .C. CURB ONLY. T 23.5/' © CONSTRUCT ROADWAY AS -PER TYPICAL SECTION SHOWN ON A =Z7'ZZ'36" SHEET NO. 6. I L I/ rr rr 14 CONSTRUCT VARIABLE HEIGHT CURB ONLY - 11 C.F. TO 6 A 7= 65.27' C.F. CU�PB l/ 18 ADJUST MANHOLE TO GRADE. CU�PyE RB JPirU,eAiD4rA DATA at gzpsos., e=,;8 44 ZZ 37 -r Z/.o9At- 0045 o off° i IsA b y J4 x �� '� �� nsa DATFIE y D� a °' •�O IlI��/T�CAL N v - �h 24 3 �ltc� e�h� i o 11 m �,�,�� $ xh PO/NT 'h 4d:-2,f 7 Ae� I�b ry �. f s L =/79.73 ' �' �i!6x °�° � ` � � QQ �¢ / x� o P o '6 4J Id �0 24 �5 �;cc`r .o ✓ypt`' Y� `o ` 8 . `01 /B6G�j 16�5 y ti�,',c 'PJ- ti� o W 2� \ o�� f�o+► o� ��. a D- �so� Cb . ., .�3. 31,42' q� s2 .o � .h ,� �•x•04 �v� , CU/PI�E \ 1� , , 0�.��0 ► T_-�2��� � .I.�GJ� 1���. go 25 X • =60' ° CURB�'�r•�vG�ara � � � ` n.01 ss , ��r6o .�N has L=40.57 -�,N 70,� E 7(S�0 r-Zi 37 V �G P 39 40 4/ •�2 41 CORY£DATA-So. 46.-1V A fZ049'S/" -SHIRE COURT R- 24g- 247,2' JEN NET STREET T, ,3' SEE SHEET NC ¢ FD,2 TYP/CAL ,f ECT/ON CURVE DArq-So. Cb.-E. �`EE �S'.y E T Al a FOR TYP/CAL xeerl ov a=SZ•3¢od FIELD BOOK REF. COUNTY OF SAN BERNARDINO w 0. W. ASSOCIATED ENGINEERS R-- z3z' =Ziz.B� IMPROVEMENT PLAN S X 114.51' ROAD DEPARTMENT TRACT NO. 9189 ROAD NO. 318 EAST "E" STREET - ' ONTARIO, CALIF 91784 aswr,.d By APMOVED BY Drawn e JENNET STREET 714 - 988 ' 5818 / CY�'�!LI•S•-11 FILE N0. Chocked By C�'Ly%'�' ASST. ROAD COMM ISS10NER-06R. DATE ANO SHIRE COUQT ' ' '��•�` Recommended By ' R.C. E. 21104 DATE IMARKI REVISIONS APPR DATE ru-U-N-W-ENGINEER Alta Lana District SHEET E of !0 i EXISING PROFILE AT ELY RIW. t GRADE FOR TOP OF ELY CURB A rrP v°, V /19d •` a 1890 V V.R♦ /. 93.5 h i r _ Q OCA � • 0 : /OZ 14 YC 0 �p t Ton9� EXISTING PROFILE A7 �1 =5. N PiPOP05E0 �iPADE@ �y o c�ox�NC/is/E . 9//2 Allz 4112 4/22 . { p �^ p� VP/= c3O {` { oti t F _ PROFILEO 1 /89� AT W LY X890 EXISTING R/W 5. v krn� p o i GFA EF O OF WLY � d/ °o �' a CUR& �� di2 2 �2 N 0 R V.P./= O 9 . 4/ { ;19-14 2s.94 s { . t • _ l89 r i 1 90 F, � LO hZI F .'00 P./ 9OZ0 •`+ ' 0Ilk TrA f { } (` r "?R11 1..= 1 SCALES V RY _ "°� P L N SCALE I = 4d 23 2� Z5 25' , • . TRACT ,�lDUNDAiPf� � v 0 0.44' G6 d rF /� f�� e � ' R �! z e' r-l/s.45 8. _ ,,o ff 0 .�c EC b o � � 0- 9�°32'23' 8 � 24 � �9 �♦ '�'ER� g • X23" L 22. 4' r- 114 37' r S. Q:3/ 32 - 2y 18 s4 f00' - onstruct P.C .C. Curb Construct 0. 20 A.C. Construct P.C.C. Curb >� �' �` ti x.405 91�'ttib 14 �te�8711 0 =�No, B Gutter per Std. No. 115 Pavement and Gutter per Std. No. 115. �,, t°' 'r i3 Ef-peer k h rN�FS-s �`' _ . � s. o lee CONSTRUCTION NOTES ,9 N b 0'^h� ►$_ �` h iii 14 � " / CONSTRUCT P.C.C. SPANDREL a CROSS GUTTER PER STD. TYPICAL SECTIM = TURK STREET atM a qmoo..; CuRB� L3vra� y�W NO. 119 . e `' ` d_le-os'� ` * 8 CONSTRUCT P.C.C. CURB B GUTTER PER STD. NO. 115. �M T- G/,G3/1122' ec,c n � Scales: /"=10' Horii, I"=4' Vert. ib eweie W&-/ /6. ,� �e q 8 ADJUST MANHOLE TO GRADE. �� U' _28 � ° -Q� ,* a'8 �� CONSTRUCT P.C.C. CURB ONLY. b t l cv =ZB77 x /0.330 d= T%L 5/ �l CONSTRUCT PAVEMENT PER TYPICAL SECTION ON SHT. NO. 9. Loo Cama Crime QgrA ' Ch' �O? G d=G2"55'S5" • w !e=-'G 3G�9O ® CON5,rAWCT 57V- D71V5A44Y PER S "WTD T8, 7AS-4WWN CPV PLAN ; p.3A0 •G� 3 2 TURK STREET ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARNNO IMPROVEMENT PLANS W 0. N0. ROAD DEPARTMENT TRACT NO. 9189 ROAD N0. 316 EAST "E" STREET I Desigm.e By APr COVED BY ONTARIO CALIF. 91764 °� ore.►� e � �• s �.� TURK STREET FILE N0. 714 986 5818 N� Ch fzkaa S ' N17 If, - �_ ASS . ROAD COMM ISSIONE MGR. DAT ' ' Alta Loma DistrictroYmm•�efe By R.c, E. 21104 DAT[ AR RE ISSIONS APPR DATE WON ENGINUR SHEET -2— of 10 { i . t 1 f 1 ' YR/W p L T WL F XIST'VG RODI EA d � , I ! z , i E V } M v o i i V ; f f 1 V , a I v � p V • 3 f 1 i 3 ! ww 1` O P �P AD FOR TO OF � { E6 � E R IN 1 RD OSE G a h *4 � NLY CURB � o0 7 T7G8ofy a } v o { O O l , , i O ' , l0lO • , e , r 0 1 4 i 1 EXISTING PROFILE AT n 4 0 V r 1 O �. o• P A AT 1\ PROPOSED GRADE at � n C\. 0 , ao 00 . i 0 } 0 v 1 , 4 IO < , , 25 is - 1 2f 2 �f f 3 s V 7 > - _ o is xc. ! ti 7 0 f a � V. .�t T/740 } {{ . 0 { V• 3 1 , } , wy S - } , •I V t 4 0 `O 0 } . Q14L4 'w t 4 I `- , > n t46 ti � h � EXISTING PROFrLE Al SLY R h b , , f14% th - _ - Ira s < Y T N f x N ao i } � 4 O v o•• D V { , , x , v c a o v h a , { f O 1 E S /7 5 1 ! v N i } { < n O V• , N I � h 41 rPi s ��tt V , } � o { w E , { 1 G 1 4 ` 4 N 9 { { E t Y POSED �ADE�P AOR TOP OF SL CURB RO € , Q - � t , 18 0�• 4 0 K f G + i V a i { 0 y0 t s 5 O V \ t { O � 4 ! R V O S O 1 h f [ {{ < d a i s V s 40 0 �1 , « t jj a E S f s V' t p 2S / 0 v { } F 5 3' 5 ?S• l t ! I A f € i C 4- f { O'V I OFIL , /8 € v V r I V R/. 7/�¢ 4 01441' i5 2 LnSCA SCALES, L a P LN ►SCALE i = 40 ' 25' 71 7' v 12.5' -15-15- 5.5- 12.5 3 CURB Ct�erF1� �� 4.9 Cam REruevoAra °` ti r a:18• '�•• d:89*M'17" �,'�,, 0.44O a." O./G L-4057 -� R=2o;L=3/o 1 Zip.�- �,• •-�, Oort zliizr� P.�C' Curb Coizs��� 0 ZO t1.C. Pdrra�n y �� ��� std IVO CU�d�!/r�l'Ef�TA f Q�• d �` d/A'� 4;a/ACr)'f'Std Iva L=/79.7f 0 ace tV `0 3539 , h . Scales 1"Vo'worIz; I "_�' Beit• �c. X39 63 /Qf330 /Gt3 50 /G1S 30 Q900 3 ¢ 1 � / I t• /04 -u 6258"C�au�v ►� i i II � 06 G �• 4 CiPOWiV LINE h a L hj 1 /8 /79vsirion/� ,�y. i� !b • • `nt�1j °� C /6 ��' 3 f z I v, s m��vsir av hNtq-9 03 30 L F o CONSTRUCT ION NOTES ^1 Imss `� Q3 CONSTRUCT P.C.C. SPANDREL 8 CROSS GUTTER PER STD.' 9 N I ► NO. 119. ► � o mss. 5,a�9' 45.29 /09 00 ' /09.00 ' /09.00 CONSTRUCT P.C.C. CURB 8 GUTTER PER STD. NO. 116. tib "�s'o 20 ,.e CONSTRUCT 6" P . C . C'. CURB ONLY . 0 `9 33. � � � -�u � -9 �so f \ ti 1 CONSTRUCT ROADWAY AS PER TYPICAL SECTION HEREON. 0. CU•PeCu�f'j�ArA � � �� �b 4r-0PBz> vlktA 19 ADJUST MANHOLE TO GRADE . TZ007 8 62 WILSON COURT r f ASSOCIATED ENGII`1EERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. OL NO. ROAD DEPARTMENT TRACT NQ. 9189 ROAD NO. , 916 EAST E, STREET ONTARIO, CALIF 91784 Designed By APPROVED BY Drown B ,S•..� WILSON COURT FILE NO. ' 714 986 581 Checked By J 3 a. ASST. ROAD COMMISSIONER ENG R. GATE 1 d r01�CdS-r( fU�d�SeGf/0_ ___ 4-n Recommended By p� Alta Loma District 10 10 1 R.c. E. 21104 DATE ARK REVISIONS APPR DATE COUNTY ENGINEER R u7�fi1r SHEET of T5-7T 1