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HomeMy WebLinkAbout2068 I i mm AMl a AM AV IM T Y w R A&m wikmm doom% I � Iff In m T ORO' A wi"m F I /A t`3 T R& E E T F K 0 V M N T P` L A N Z63' F0% R AS L I N m E Rft 0 A D A, N D THE 1 - 15 ON / OFF RAMPS S: f a," a w. SAN BERNARDINO `�a a COUNTY u k ,b San Gabriel Reservolr *I ` PROJECT Morrls ,,,r .."' ""' ....� 0 Reservolr LOCATION BEG I N CONSTRUCT),ON 0BL2" I I I + 11 . 00 w ° 30 BASEL I NES BEGIN CONSTRUCTION • BASEL I NE ROAD �► s, _RTL 15 " B" 212+40. 00 X ..m. - - - - — — — — — — - - - — — — — — — — — — 21 j'o-, 1,1541117 /77 10 - - - - - - - - - - - - - , - - ,. , x ' S7 �� � .. 60 �ys SND ,C STRUCT ION y "' END WORK so 2 15+57. 00 (AFTER STRIPING) b 4 57 142 1 b � '"� �•" o-s LOS ANGELES COUNTY S '4+ 91 ORANGE COUNTY b A r sty f t„° le, .,, go �o %o RIVERSIDE s tiny COUNTY 91 END CONSTRUCTION kI ” BL I " 310+90. 00 VICINITY MAP_ NO SCALE LOCATION MAP PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS NO SCALELEGEND THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES, LINES OR STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF TO THE BEST OF OUR KNOWLEDGE THERE ARE NO AVAILABLE RECORDS. TVCABLE TV BOX EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. o ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON TB TELEPHONE BOX OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT d ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC EPBIS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY ELECTRIC PULL BOX WITH THE " OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE U. S. WCV OFPAINDUSTRIAL LABOR, AND CALIFORNIA DEPARTMENT o WATER CONTROL VALVE INDEX OF SHEETS ABBREVIATIONS TPB TELEPHONE PULL BOX AGENCY INDEX THE OWNER AND TETRA TECH, INC. SHALL NOT BE RESPONSIBLE E:3I N ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE " OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" STREET LIGHT OF THE U. S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA SHEET NO. DESCRIPTION CCWD CUCAMONGA COUNTY WATER DISTRICT CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 DEPARTMENT OF INDUSTRIAL RELATIONS " CONSTRUCTION SAFETY ORDERS. ' IRR IRRIGATION CONTROL VALVE CONTACTS RUSSEL SILVA TITLE SHEET �'' CENTERLINE ® THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SOUTHERN CALIFORINA GAS COMPANY (909) 335-7508 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF WV 2-3 TYPICAL SECTIONS E'S EDGE OF SHOULDER ® WATER VALVE CONTACTS RICKY REYES THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 4-5 LAYOUT SHEET ETW EDGE OF TRAVELED WAY G® GAS VALVE NORMAL WORKING HOURSp AND THAT THE CONTRACTOR SHALL DEFEND, 6-8 CONSTRUCTION DETAILS SOUTHERN CALIFORNIA EDISON COMPANY (909) 357-6240 INDEMNIFY AND HOLD THE OWNER AND TETRA TECH, INC. THE CIVIL HP HINGE POINT S© SEWER MANHOLE CONTACTo DAVID QUEZADA ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT 9 UTILITY PLAN IEUA INLAND EMPIRE UTILITY AGENCY VERIZON (760) 245-0846 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 10 PAVEMENT DELINEATION PLAN MWD MUNICIPAL WATER DISTRICT OF SOUTHERN CALIFORNIA -6- POWER POLE CONTACTS IVAN ROBIDOUX TETRA TECH, INC. WATER METER II - 12 SIGN PLAN Wo MCI WORLD COM (972) 656-6016 13- 16 TRAFFIC SIGNAL FLAN PUC PUBLIC UTILITY COMMISSION .C. FIRE HYDRANT CONTACTo WENDELL SAILOR 17 RAMP METER & LIGHTING PLAN RMCTB ROAD-MIXED CEMENT TREATED BASE TREE SAN GABRIEL MUNICIPAL WATER DISTRICT (626) 969-7911 SCE SOUTHERN CALIFORNIA ED150N 0 CONTACTi JAMES FREI 18 STAGE CONSTRUCTION PLAN 0 n a WATER I ® GRATE INLET CHARTER COMMUNICATIONS (909) 343-5171 " o SGVMWD SAN GABRIEL VALLEY MUNICIPALER DISTR CT CONTACTS JUN CAPULONG DIAL TOLL FRE '8 N COLD MILL 1 -800-227-2600 0 0 ARHM OVERLAY AT LEAST TWO DAYS ^ BEFORE YOU DIG 00 Will UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 00 _j _j nn BENCH MARK PLANS APPROVED BYe PLANS PREPARED BYE ALUMINUM CAP 7' Cityf n , 100% SUBMITTAL ��_ ELEVATIONS YOFRNORTHERLE BASED YNEDGETOFNPAVEMENT BASELINE ROAD 22' � �� � CUcc�mOngo TETRA TECH, INC TITLE SHEET NORTHER 10500 Civic Center DriveKEKOA Y I MILE" SIGN HAVING AN INFRASTRUCTURE SERVICES GROUP TORIC WINERY NER ANDERSON EASTERLY OF GREEN HIS P. 0. Box 807 ELEVATION OF 395. 755 METERS ( 1929 DATUM) . Rancho Cucamonga, Ca. 91729 348 WEST HOSPITALITY LANE, STE 100 � BASELINE ROAD & S B DATE 8/ 12/ 03 � SAN BERNARD I N0, CA. 92408 " No, 538.93__,__ e t 1"I C Phone (909) 477-2740 ext. 4051 (909) 381-1674 x,.12-31-03 ROUTE 1 -15 0 N & 0 F F RAMP S BASIS OF BEARING Fax (909) 47 846 COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS SCALES PROJECT NO. SHEET 1 ��r� +gyp 1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIANO SCALE 3�Z�.�Ip09. pt: COORDINATE SYSTEM (CCS83) , ZONE 5 (EPOCH 1992. 88) . ��� JON G I LLESP RCE 42156 DATE NO. DATE REVISIONS KE OA ANDERSON RCE 53893 USERNAME => $USER.. (JU(o� DGN FILE => Ni \3528\0009\CADD\t i t I e. dgn CONSTRUCTION VARIES � VARIES R/W ( 12. 65-20. 0) ( 1 1 . 6- 18. 2 ) R/W CONSTRUCT ION NOTES= VARIES VARIES VARIES VARIES (DPROTECT IN PLACE ( 3. 6-9. 7 ) (9. 0- 1 1 . 1 ) _ (9. 6- 12. 6 ) 2. 3 -5. 2 2 REMOVE AC DIKE VARIES MEDIAN VARIES 4. 0-6. 2 3. 6 I 1 . 5 -6. 6 3. 6 3. 6-6. 4 REMOVE BASE & SURFACING VARIES VARIES REMOVE METAL BEAM GUARDRAIL 0. 8-2. 4 0. 8-2. 6 �5 SAWCUT PAVEMENT COLD MILL 1 . 8 m WIDE MIN (0 TO 0. 05 m DEPTH ) . WHERE HEADER CUT IS JOINING LIMITS OF 0•� 2. 0y. I I/� �\ CONSTRUCTION. INCREASE WIDTH OF COLD / 2 - - > MILLING TO 6 m. PAVEMENT TYPE _ - I1 - - _ _ _j - _ _ _ - � � � _ _ - _ - _ - - _ _ -_ - _ - - _ - - _ - - _ � - - _ _ _ - - - i _ mm AHRM (MIN. ) / 105 mn AC (MIN. ) / AC DIKE I \ � - - -- -- - r -�/ - � � - EXIST PAVEMENT � -� - - - --- - ! i/ 180 mm AB CLASS 2 105 mm AC CONCRETE CURB ( TYPE A I - 150) PER CALTRANS SEE COLD MILL DETAIL ON � 180 mm AB (CLASS 2 ) `'�-'� STANDARD PLAN SEE COLD MILL DETAIL ON CONSTRUCTION DETAIL SHEET BASE L I NE ROADCONSTRUCTION DETAIL SHEET" g AC D I KE (TYPE D) PER CALTRANS STA B 212 + 40. 00 TO STA B 213 + 90. 00 STANDARD PLAN in BAY TAPER FOR LANE ADDITION PER CALTRANS HIGHWAY DESIGN MANUAL CONSTRUCTION II 50 rnm (MIN. ) AHRM OVERLAY R/W ( 18. 3 ) IT i� ASPHALT CONCRETE OVERSIDE DRAIN- MOUNTABLE DIKE PER CALTRANS VARIES VARIES STANDARD PLAN D87D ( 2, 0- 4 , 1 ) ( 1 3. 3- 14 . 2 ) 17 . 2 METAL BEAM GUARDRAIL (WOOD POSTS ) VARIES I MEDIAN FLARE PER APWA STD PLAN 141 - 1 5. 6 3. 6 3. 6 3 . 6 0. 6- 4. 7 3. 6 5. 4-6. 6 3. 6 so ,. I� CURB RAMP (CASE E ) RIES VARI S 0. 8 -2. 0 1 . 6- 2. 8 0. 6@ 0. 6 PER CALTRANS STANDARD PLAN 0. 6 I PAVEMENT TYPE II - Q 150 mm (M I N. AC (TYPE A ) 150 mm (M I N. RMCTB ( CLASS A ) 8 ��, -�\ 2� & V I I I�J ADJUST MANHOLE FRAME AND COVER TO GRADE AR I ES> � TYPE i 2y, & VARIES _ - - - _ _ _ __ -- I� ADJUST WATER VALVE COVER TO GRADE I�4 190mm FULL DEPTH AC (TYPE A ) I L , - _ - - - - - � r _ - - - - - �" - - - - 5 19 - - i - - - - - _ - - - - -- � RELOCATE CABLE TV BOX ( BY CHARTER COMM. ) I i _ _ _ _ - - - _ - _ - � _ - I REMOVE AC OVERS I DE DRAIN AC DIKE , EXIST PAVEMENT 105 mm AC 180 mm AB (CLASS 2 ) BASE L II NE ROAD SEE COLD MILL DETAIL ON STA " B " 2 14 + 55 . 00 TO STA ' B " 214 + 99. 00 CONSTRUCTION DETAIL SHEET CONSTRUCTION R/W ( 18. 3 )3 ) t ,. - , -- -- so VARIES VARIES VARIES ( 2. 1 -4 . 1 ) ( 14 . 2- 16. 2 ) so..4 ( 15. 1 - 17. 2 ) STR ! 1- I NG VARIES VARIES VARIES 5. 6-6. 0 3. 6 3. 6 3 6 I _ 3. 6 . 8-0 3. 6 6. 2-7. 0 VARIES VARIES 1 . 8-3. 0 0. 6- 1 . 8 2% & VAR I ES ib- LEGEND= 1 L ARHM OVERLAY AC DIKE _ EXIST PAVEMENT �� _ - - �i o T __ 105 mm AC in SEE COLD MILL DETAIL BASE L I NE ROAD 180 mm AB (CLASS 2) SEE COLD MILL DETAIL ON ON CONSTRUCTION STA ' B " 214 + 99 . 00 TO STA ' B " 215 + 57 . 00 CONSTRUCTION DETAIL SHEET DETAIL SHEET ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN w w F_ I­ 00 J J n d BENCH IIOI A R K PLANS APPROVED BYr PLANS PREPARED BYl CAP 7' tt f R n n , 1007o SUBMITTAL P_ li ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM C y ® one 0 Cucow go TETRA T c H, N C �� NORTHERLY EDGE OF PAVEMENT BASELINE ROAD 22 NORTHERLY OF Center A � I 500 Civfa a rt' Drfve K Ko 0 E EASTERLY OF GREEN ' HISTORIC WINERY I MILE' SIGN, HAVING AN P. O. Box 807 INFRASTRUCTURE SERVICES GROUP TYPICAL SECTIONS ANDERSON _ / 8/ 12 3 r 348 WEST HOSPITALITY LANE, STE 100 DATE 0 ELEVATION OF 395. 755 METERS ( 1929 DATUM) . Rancho Cucamonga, Co. 91729 53893 i SAN BERNARD I No. CA. 92408 '�°` BASELINE ROAD/ I -15 t�'�t'' BASIS OF BEARING Phone (909) 477-2740 ext'. 4051 (909) 381-1674 � Ev.12-31-03 � Fax (909) 47 4�6 ,per �� +�� SCALEi PROJECT N0. COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS SHEET OF C 1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIA _ �� -'�7�0 _ --� NO SALE 3528.OW9. OF 18 COORDINATE SYSTEM (CCS83) , ZONE 5 (EPOCH 1992. 88) . JON GILLESPIE RCE 42156 DATE NO. DATE REVISIONS K OA ANDERSON RCE 53893 USERNAME => $USER DGN F I LE => Ns \3528\0009\CADD\sttyO I . dgn ��� CaU6� it CONSTRUCTION R/W ( 17. 0 & VARIES) TYPE A CONSTRUCTION NOTES HP ES ETW PROTECT IN PLACE VARIES 1 . 0 VARIES VARIES ( I . 2 ) �• 300. REMOVE AC DIKE 5. 8- 10. 0 2. 4-3. 0 3. 6-7. 2 2 , VARIES 3. 6 -- O REMOVE BASE & SURFACING 0-3. 64 3. 3 REMOVE METAL BEAM GUARDRAIL �' SAWCUT PAVEMENT COLD MILL 1 . 8 m W I DE MIN (0 TO 0. 05 m DEPTH ) . 4J WHERE HEADER CUT IS JOINING LIMITS OF STA 110+75. 00 TO I3 TYPE D CONSTRUCTION, INCREASE WIDTH OF COLD STA III + 11 . 00 MILLING TO 6m. 16TYPE II Q PAVEMENT TYPE I 5% & ---VAR DE TA I L 50 mm AHRM (M I N. ) / 105 mm AC (MIN. ) / --_> A' MATCH EXIST_ 2X & VAR I T TRANSITION TYPE TO TYPE A 180 mm AB CLASS 2 CURB IRAN 5 0 E D CONCRETE CURB (TYPE AI - 150) PER CALTRANS � 0 3 _ - - - _ _ _ i STANDARD PLAN 5 g AC DIKE (TYPE D) PER CALTRANS EXIST PAVEMENT O 150 mm AC (TYPE A) STANDARD PLAN 150 mm RMCTB (CLASS A ) BAY TAPER FOR LANE ADDITION PER SOUTHBOUND 1 - 1 5 OFF - RAMP COLD M I LL CALTRANS HIGHWAY DESIGN MANUAL " + 1 I T STA ' BL2 " I 1 1 + 1 1 " 00 VAR 1 . 8-2. 2 I I 50 mm (MIN. ) AHRM OVERLAY STA BL2 I10 . 00 O 6 0 ASPHALT CONCRETE OVERSIDE DRAIN AC DIKE I MOUNTABLE DIKE PER CALTRANS STANDARD PLAN D87D CONSTRUCTION - - - - - �\ _ _ _ _ _ _ - - - METAL BEAM GUARDRAIL (WOOD POSTS) R/W _ - - - - I� MED I AN FLARE PER APWA STD PLAN 1 4 1 - 1 �_ - - - - - _ - - _ � CURB RAMP (CASE E) ( 22. 2 & VARIES) PER CALTRANS STANDARD PLAN HP ES ETW EAST I EP DETAIL PAVEMENT TYPE 11 r ' VARIES I . 5 2. 4 VARIES (0. 6) COLD MILL / OVERLAY � 150 mm (MIN. ) AC (TYPE A ) 150 mm (MIN. ) RMCTB (CLASS A ) 1 1 . 6- 1 5. 2 3. 6-7. 2 `.J ADJUST MANHOLE FRAME AND COVER TO GRADE VARIES (3. 6 & VAR ) I ADJUST WATER VALVE COVER TO GRADE 0-3. 6 VARIES � 190mm FULL DEPTH AC ( TYPE A) GRIND 0. 15 (0 RELOCATE CABLE TV BOX (BY CHARTER COMM. ) OVERLAY 0410 `�.J 5 REMOVE AC OVERSIDE DRAIN 16 MATH EXIST ' 27 &�R . J g 5y & �aR , � � _ - - - - - - - 6. 0 m CAP WIDE COLD MILL a.� 5 EXIST PAVEMENT ' 3 150 mm AC (TYPE A ) 150 mm RMCTB (CLASS A ) PROPOSED EXISTING FINISHED SURFACE SURFACE SOUTHBOUND 1 - 15 ON - RAMP STA " BL I ' 310 + 90, 00 TO STA ' BL I " 313 + 25 , 00 I I SURFACIE EXISTING LEGEND, PAVEMENT DETAIL ::. COLD M I LL HEADER CUT 0 ARHM OVERLAY o 0 on N - O � N � 06 � n u u ALL DIMENSIONS ARE SHOWN IN METERS 00 b., w UNLESS OTHERWISE SHOWN 00 J _1 BENCH MARK PLANS APPROVED BY o PLANS PREPARED BYl O Li CONSTRUCTION DETAILS 100% SUBMITTAL 1- � NORTHERELEVATI�YSOFRE BASED NORTHERLONEDGETOFNPAVEMENT BASELINE ROAD ALUMINUM2CAP 7' City of R0�1Ch0 CUCIOI1(,�O TETRA Y E C W, 1 N�: � �� o 10500 Civic Center Drive �`3 KEKOA TYPICAL SECTIONS EASTERLY OF GREEN HISTORIC WINERY I MILE SIGN, HAVING AN P. O. Box 807 INFRASTRUCTURE SERVICES GROUP ANDERSON DATE � � 1 �� 1JV 5 MET ERS ( 1929 DATUM) . �- 348 WEST HOSPITALITY LANE. STE 100 --- ELEVATION OF 395. 75 _ Rancho Cucamonga, Ca. 91729 93 - ' SAN BERNARD I NO, CA. 92408 No. 538 SBI 15 0 N/ 0 RAMP S etr�c Phone (909) 477-2740 ext. 4051 (909) 381-1674 x,.12-31-03 ► BASIS OF BARING Fox (909) 477 846 COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS r '��r ��� ��p SCALES PROJECT N0. SHEET 3 1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIA F Qf CAv COORDINATE SYSTEM (CCS83) , ZONE 5 (EPOCH 1992. 88) . [ JON GILLESPIE RCE X92156 DATE NO. DATE REVISIONS K OA ANDERSON RCE 53893 NO SCALE 3528.0009. OF 18 USERNAME _> FUSER DGN F I LE => Ns \3528\0009\CADD\stdtO I . dgn coo ��r® I ------------- " BL 1 " 310+90. 00 6. 00 LT, BC * 13" 214+09. 84 EC JOIN EXIST PAVEMENT - BEGIN AC DIKE TRANSITION FROM " BL2" 110+00. 00 POT= (TYPE A) TO (TYPE D) " B" 214+25. 41 POT BEGIN SAWCUT BEG REMOVE AC DIKE 5 " B" 214+09. 31 13. 60 LT BCR E JO I N' EX I STPAVEMENT E SN O, S� BEGIN.. SAWCQT " B" 213+90. 00 12. 75 RT " BL i " 310+93. 00 6. 00 LT JOIN EXIST PAVEMENT E 2�3 •5 " BL`2 " 110+ 1 1 . 55 3. 30 LT END AC DIKE TRANSITION LAN � � �. / JOIN6 BEGIN, SAWC T P-�ON Np,R EXIST PAVEMENT QTY FROM (TYPE A) TO (TYPE D) M SAWCUT N P 3 Tq -. BEGIN AC DIKE (TYPE D) N N p w, __�L I 3 12+70. 00" 9. 60 LT ',% � � N N n � M N ,a k � BL2 1 10+ 17. 00 " 99. 36 BL I " `;,,3 12+00.-00 EC ANGLE PO i NT ` �, � + EN- COLD MILL 13. 00 RT ECR �ar 8. 20 L SSE C©NSTRUCTION , w il DETAILS " BaL2 " I 10+22. 92 - ... 60 LT ECR �. / BL-I 312+60. 00 9. 40 LTA Q N N R C ` o W BL 2 1 10+25. 61 B -.. - END AC DIKE (TYPE D) TOE OF SLOPE �. � 5 , /,. o yid '""" - -s'+^+w,•.a ,� - «... -_�'" ... - -tr- .. ....,, i`, f �'? 9• '^�, �.:._-__ . , . �° ,� �0 L T 3 �z-Hca �.. _ _ �... , B L 1 313+03. 04 TOE OF SLOPE s °� :� TOE OF SLOPE _ _ .. .. S1 9. 60 L T BCR �� Y n . o ' �� 4 w a - - --- -- -.. v r„ _a:,.- ----. . .., .. ux.xwwr•wn M.w.:.,,.w«r :«.y,f- 17777 77- 4: ro c� e N _ BL2 1 10+25. 67 BCAl, 1 12 SB 1 - 1 5 ON - DAMP N 14 45 .. . .. E., 313 u.,. �- " BLT " 313+ I8 8 T CR r / 3 0. 60 R � 13 k J JOIN EXIST PAVEMENTS N 14" 45132NE " BLT N 312+01 . 22 EC N N 2 B I 3I + . END SAWCUT 6 b L 2 59 06 6 00 RT 4 _ _ BEG COLD M 1 LL �, END REMOVE AC DIKE x � " BL2 " 110+84. 64 6. 3 L T 81301 214+31 . 26 17. 20 RT ECR I ' BEG,I N REMOVE MBGR " B I K .' 313+25. 40 0. 30 RT l� � 3 JOIN EX I ST' PAVEMENT tJ 4 SAWCUT END COLD Mill_ CONSTRUCTION NOTES ' c " BLT " 31`3+38. 78 " S,� 2 14 + 2. 94 POT PROTECT IN PLACE ; �• , 2 REMOVE AC DIKE 7 „ ° 3 REMOVE BASE & SURFACING " " 3 � 21 4+89. 27. 0� �' ® REMOVE METAL BEAM GUARDRAIL �, 17 20 RT BCR 1 , � 5 SAWCUT PAVEMENT C KE o � \ r ° n:4 . C COLD MILL 1 . 8 8 m WIDE MIN (0 TO 0. 05 m DEPTH ) . " BL2" III +48. 34EC ,, 2� © .,. - WHERE HEADER CUT IS JOINING LIMITS OF CONSTRUCTION INCREASE WIDTH OF COLD03 MILLING TO 6 m. , PAVEMENT' TYPE I «A 7 s, .. o- - 50 ram AHRM (MIN. ) / 105 mm AC (MIN. ) / 2 v . 80 rixn AB CLASS 2 " B 215+09.'58 �1 AR 15. 20 RT : ECR x. CONCRETE CURB (TYPE AI - 150) PER CALTRANS wr 3 w ; STANDARD PLAN " Q" 215+ I5� 00 I5. 0T ,: 1 g AC DIKE (TYPE D) PER CALTRANS STANDARD PLAN , �� , ��` CURVE DATA ,: �'•.. BEG I N '°CQLD MILL BAY TAPER FOR LANE ADDITION PER , CALTRANS HIGHWAY DESIGN MANUAL NO R .a ,. r II 50 ran (MIN. ) AHRM OVERLAY I 304's-8,0 24004 " 22" 64, 99 [- 8. 06 « 4 / M a., 2 2 1 . 92 �5�7 .38 52 67. 09 12 O CRETE OVERSIDE DE DRAIN- � ` ASPHALT C N .;"� ' u 3 36 . 76 20" 4 2 67 0 1 2. ' MOUNTABLE DIKE PER CALTRANS o ( ,.M STANDARD PLAN D8 4 1 B,. 00 105 44 32«:,, 19. 81 27. 6$ .,,:. ` o Cj ) METAL BEAM GUARDRAIL (WOOD POSTS) 5 156,00 68o26" 177 I. ?, 20 17. 92 " B" 215+5700 ,.. 3 .. ... "•n:µ4 ... ,. 3. of 74 5 '.° MEDIAN FLARE PER APWA STD PLAN 141 - I 9 60 2. 30 { 3;. 93 . „...; ., ,.:.E fl,�. CONS�RU,CT 10N END ARNtiI 'OVERLAY CURB RAMP (CASE E) .. E D DM ILL PER CALTRANS STANDARD PLAN N , d r p, w ty nh PAVEMENT TYPE 1I n . A L G D E E N, ., 150 rryn (M I N. AC (TYPE A) 150 min (M I N. RMCTB (CLASS A ) t CQLD MILL : ADJUST MANHOLE FRAME AND COVER TO GRADE ADJUST WATER VALVE COVER TO GRADE x � J ,, N . \ co oe r ' , i A) oe I90ri~m FULL DEPTH AC (TYPE ' " a. sa, °.w O vrHS 2 RELOCATE_ CABLE TV BOX (BY CHARTER COMM. ) • 4w ...d r `� "t. -"m:. ,F'=, \ ap. 1a '°a. "' 3,k r ^ a..... : �J REMOVE AC OVERSIDE DRAIN ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN � � Oo J J BENCH MARK PLANS APPROVED BYi PLANS PREPARED BYj p Cl- ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7' City of RolnCh�o CuCaMongo ��A� 100/ SUBMITTAL Q W NORTHERLY OF NORTHERLY EDGE OF PAVEMENT BASELINE ROAD 22 10500 Civic Center Drive TETRA TECH II N C LAYOUT SHEET o EASTERLY OF GREEN ' HISTORIC WINERY I MILE' SIGN, HAVING AN P. O. Box 807 - INFRASTRUCTURE SERVICES GROUP K4KOA `�y� ELEVATION OF 395. 755 METERS ( 1929 DATUM) . .,. ANDERSON_ RtJnC110 Cucamonga, Co. 9 1729 � 348 WEST HOSPITALITY LANE. sTE 100 53$93 � SB 1 -15 ON & 0 P F RAMPS DATE 8/ 12/ 3 qtr C Phone (909) 477-2740 ext. 4051 SAN BERNARDINO. CA. 92408 "a FROM 213984. 00 TO 215 "57■ 00 BASIS Q F BEARING (909) 381-1674 .19 12-31-03 e Fax (909) 477-28 ,p �a SCALES PROJECT NO COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS , �r v� SHEET 1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIA ,, OF 15 COORDINATE SYSTEM (CCS83) , ZONE 5 (EPOCH 1992. 88) . N GILLESPIE RC 42156 DATE NO. DATE REVISIONS EKQA ANDERSON RCE 53693 00 3528.OM. OF 18 I USERNAME => $USER } DGN FILE _> Ne \3528\0009\CADD\stp 10 I e dgn I CONSTRUCTION NOTES= O PROTECT IN PLACE O REMOVE AC DIKE U3 REMOVE BASE & SURFACING ® REMOVE METAL BEAM GUARDRAIL U5 SAWCUT PAVEMENT © COLD MILL 1 . 8 m WIDE MIN (0 TO 0. 05 m DEPTH) . WHERE HEADER CUT IS JOINING LIMITS OF CONSTRUCTION, INCREASE WIDTH OF COLD MILLING TO 6 m. O7 PAVEMENT TYPE 1 50 mm AHRM (MIN. ) / 105 mm AC (MIN. ) / 180 mm AB CLASS 2 ® CONCRETE CURB (TYPE AI - 150) PER CALTRANS STANDARD PLAN r �g AC DIKE (TYPE D) PER CALTRANS STANDARD PLAN BAY TAPER FOR LANE ADDITION PER CALTRANS HIGHWAY DESIGN MANUAL II 50 mm (MIN. ) AHRM OVERLAY i� ASPHALT CONCRETE OVERSIDE DRAIN— MOUNTABLE DIKE PER CALTRANS `l STANDARD PLAN D87D I� METAL BEAM GUARDRAIL (WOOD POSTS) t 1 MEDIAN FLARE PER APWA STD PLAN 141 - 1 CURB RAMP (CASE E) }" _ ® � R _ PLAN R CALTRANS STANDARD ' , " 8� Z12+76."�► PAVEMENT TYPE 11I BC LAj 150 mm (MIN. ) AC (TYPE A) 150 mm (MIN. ) RMCTB (CLASS A),: ` +46. 00 u - I� ADJUST MANHOLE FRAME AND COVER TO GRADE END C D,-�1N I [ L� � ADJUST WATER VALVE COVER TO GRADE 8 2I - +40 00 Y � � M � � JO I N EX I ST PAV M IN --� FULL DEPTH AC (TYPE A) y jr : BEGIN COLS MILL - BEG_I_N A ,SIM OVER AY _ RELOCATE CABLE TV BOX (BY CHARTER CO-NIMIN - , - 77 V A OVERS I DE DR AI ,. REMOVE C A BeB 2228. I4 EC - W 3 1 V t, 6 .21 A < ■ _ + � _ , _ .� . - .: _ 6` �� END B 210 95. 2 BC I L�,. - COLD M 1: M' W j./ 212+75. 00 rO,jN EXIST PAVEMEN i R/W R/W IN COLD MILL .. ... N ARHM OVERLAY , F­ ../yam N 8 ,w✓,rte..rn_..s.mF + � Yn'r+F"w.. .,, rzrs.'uM eaKW.s/- . ,.s' `i.' yi J �...u+V . __ ._.. �••" - .. _--'. __. .. _ ..-__,- -._._-.__.,.._ .. - .. .. ._.. _._ __._ - ., l`.,. e:amv r.awaa.+n. wxnnJwM. M.I:..� , : arA+'�a°` ,• - -.- _..._. _._. , f, .:.� »xwr.:. nxarw.::ww. as[r.'w"v .,uvvw.w •wrao-,mw. av .....' � � wµyyee••m• ,e,.. ', �v:/M�- ' _ _ r - : 7, N694436 E o I ,. ,... 1 -aww`u r � - •` f R/Wx , - ' - F yur�Cm.M.x..wHwuwaixsxww.rw _ 0 J v r 0CURVE DATA d .r NO R T F r1 f ' r } 1 LEGEND : e ..4. .9 � 5. 76 20' 49' 2 I ' 67. 20 132. 93 3 36 .: .._.- COLD MILL _ %',� 8 365. 76 20' 48' 25' 67. 15 132. 82 0 0 0 � N � O O n n M M ALL DIMENSIONS ARE IN METERS WW UNLESS OTHERWISE SHOWN 00 J J BENCH MARK PLANS APPROVED BYe PLANS PREPARED BY# p a. a ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7' City Of Rancho C( m o n n0 100/ SUBMITTAL Q m NORTHERLY OF NORTHERLY EDGE OF PAVEMENT BASELINE ROAD 22 10500 C I v I o Center Dr i w TETRA TECH, 1 N C LAYOUT SHEET EASTERLY OF GREEN 'HISTORIC w I NERY I MILE' SIGN, HAVING AN P.O. Box 807 I WRASTRUCTURE SEIW 1 CES OMP DATE 8/ 12/ 03 ELEVATION OF 395. 755 METERS ( 1929 DATUM). Ranoho Cuovnorga' Co. 91729 30 %ES��r� MIN STM ioo � 93 BASELINE ROAD e tris BASIS O F BEARING Phon• (909) 477-2740 ext. 4051 t2-.� COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS ` ' �I_'s" « Fa ) 4T -2 FRpi1 212.00 TO STA 213•d0 SCALES PR0.ECT N0. SHEET 5 1001 AND 1002. COORD I NATES ARE BASED ON THE CAL I FORN I A / _/7x-43 COORDINATE SYSTEM (CCS83) . ZONE 5 (EPOCH 1992. 88) . JpN GILLESPIE fAC42IS6 DATE NO. DATE REV I S i ONS RCE 53993 1 500 3525.0009. OF 18 USERNAME $USER DGN FILE _> No \3528\0009\CADD\stp 102. dgn c� 310+90. 00 6. 00 LT (394. 64 ) FL - , x (0' ---_ + a p 310 90 00 3. 60 T L 0 (394. 77 ) ��.. �, 41 4' (46 .o r wK V .,,,:,, X •....,,; _ TOE OF _ G ,.. . S SLOPE p � + 3 �o _ __ o 312+40. 00 "� �, `� _ . Q) � 31 1 +00- 00 3. 80 LT / ...ve�, x p, 394. 789.p• � � 9. 00 LT e 394. 7 4 FL O 0 311 +20. 00 4. a.. 394. 81 16 311 +20. 00 4. 00 T L „ . (394. 83 ) 31 1 +40. 00 4. 60 LT 3 -3.9 4 83 - - - - - W J , . 3 I I +4 0 �.­­777", R --- m 00 LT 311 +60. 00 4 98 LT z . 00 _4. , .. .. 94SB 1 - 15 RAMP J x 3 . 84 w �.wu��. 31. 1 +60. 00 4. 00 LT " BLI " LINE 312 0 V)(394. 92) 31 1 +80. 00- 5. 39 LTa 312+40. 00 6. 60 LT 394. 85 312+20. 00 6. 20 LT 394. 88 312+00. 00 5. 80 LT 394. 90 311 +80. 00 4. 00 LT 394. 8? (394. 93) + 00 LT LEGEND 312+00. 00 4. 00 LT " 312+20. 00 4. 00 LT (394. 98) 0. 100 0. 120 0. 100 mBm 213+90, ( 394. 95 ) (394. 99) COLD MILL 10. 95 RT CONSTRUCTION NOTESi F� ( 394. 96 ) " B" 213+90. 00 12. 75 RT (DPROTECT I N PLACE (394. 89) EP REMOVE AC DIKE _ JOIN EXIST 0 I 0 BEG TYPE " A" DIKE po. \ 3 REMOVE BASE & SURFACING V NOTE . 06 " B" 213+99. 36 ��. ° �'r SEE LAYOUT SHEETS ® REMOVE METAL BEAM GUARDRAIL 3. 00 RT ECR � s1 ' � '� o � ` FOR LIMITS OF PAVING. 394. 92 EP \ woo SAWCUT PAVEMENT SECT I ON A -- A , ,\ `n ; �� 6 COLD MILL 1 . 8 m WIDE MIN (0 TO 0. 05 m DEPTH ) . " B" 21 4+08. 31 15. 76 RT \ END TYPE " A" DIKE WHERE HEADER CUT IS JOINING LIMITS OF ,V `' `- .� �► 313+ 15. 65 16. 48 LTA\' 'a CONSTRUCTION, INCREASE WIDTH OF COLD END TYPE " A" DIKE MILLING� MILLING TO 6 m. PAVEMENT TYPE RP 569013. 44 N 50 mm AHRM (MIN. ) / 105 mm AC (MIN. ) / 312+63. 94 9. 45 LT 12 " " 2044607. 05 E - ,� � ayµ 312+60. 00 9. 40 LT 394. 64 FL P BLI 313+03. 04 9 . 60 LT BCR \ 180 mm AB CLASS 2 394. 8 66 FL R/W 394. 72 EP R/W 39q• 2 14 + I Q. 07 _ 8 CONCRETE CURB (TYPE Al - 1 50) PER CALTRANS 4. FP I . 16 R T > 15 ` STANDARD PLAN 3 12+6 5. 5 2 12. 12 L T I . a r 0394. 36) FL i x i . $ PCC RAMP g AC DIKE (TYPE D) PER CALTRANS JOIN EXISTING 9sr cJ .' -� v'9 . � \ STANDARD PLAN TOE OF 312+65. 21 09. 44 LT �, _ , - oo BEG TYPE " A"_ DIKE i •�, F� \ , �, BAY TAPER FOR LANE ADDITION PER O --o• ��� SLOPE t ^,a + �0 9. 60 LT -� \ a- CALTRANS HIGHWAY DESIGN MANUAL 312 80. 0 , ; .x TOE OF 394. © x�`��" • �. 68 FL i F`,a -� _ �' �j =' \ NOO 1n I I 50 mm (MIN. ) AHRM OVERLAY 2I A SLOPE 313+00. 00 9. 60 LT -� �i \ . cri ('awl w . 0) ASPHALT CONCRETE OVERSIDE DRAIN- N s ' .,. . . .,.. - _ _ _.._ - _ -- �"_ w STA 214+25. 41 BASELINE ROAD= 4 ,� � 0 � \ cy stn STA I I 0+00. 00 I - 15 OFF RAMP MOUNTABLE DIKE PER CALTRANS M � - � © � � o 10 STANDARD PLAN D87D .J E T W o \ - . . wg F L OWL I N E �ti.x ao va. ,� . p� ,, > i� METAL BEAM GUARDRAIL (WOOD POSTS) V) o _ _ _ -s , �' �.- . , W m �, ,�. E7W- 6 �u 3 I, 0 MEDIAN FLARE PER APWA STD PLAN 1 4 I 1 z `L 16 5 W �, r,;.^ , .. , . . CURB RAMP (CASE E) J n.,t... " B" 2 14+29. 22 15 1 V) 55B 1 - 1 5 ON - RAMP 8. 00 RT PER CALTRANS STANDARD PLAN _ 31 2+60, 00 7. 00 LT 5 1 1 6 4. 3 x 1 . 2 PCC 394. 80 " BLI " LINE PAVEMENT TYPE II Q 150 mm (MIN. ) AC (TYPE A) 150 mm (MIN. ) RMCTB (CLASS A) +.. 31 3+00. 00 7. 20 LT 313 5 STA 2 14 +32. 94 BASELINE ROAD 312+60. 00 4. 00 LT 31 80. 00 7. 20 LT _394. 84 M B" :` 2 i`4+3 fi . 26 17. 20. RT ECR �' M STA 313+38. 78 I - 15 ON RAMP ADJUST MANHOLE FRAME AND COVER TO GRADE ( 394. 92 ) 394. 82 �. _ b� � .,.� .. . ;_ V B 214+40. 00 394. 86 EP 13. OO RT I� ADJUST WATER VALVE COVER TO GRADE o 312+40. 00 6. 60 LT 3 12+80.' 00 4. 00 LT J] 3+00.00 4 . 00 L1 gp 569021 . 53 N 394. 88 ( 394. 89 ) t 4. 90} e 394. 99. N 2044638. 35 E t� 190mm FULL DEPTH AC (TYPE A) 0 N 312 +40. 00 4. 00 4. 00 LT " BLI " 313+ 18. 83 0. 60 RT BCR '\ 1 q+AOS 0 RELOCATE CABLE TV BOX (BY CHARTER COMM. } 394. 2 (394. 98 ) 92" EP 1 INE 5� 8 1 REMOVE AC OVERS I DE DRAIN B 214 +40. 00 17. 20 RT �- N�.E- © ALL DIMENSIONS ARE IN METERS o0 394. 78 EP Mp,�ON,N SEES UNLESS OTHERWISE SHOWN ww 0 O J _J PLANS APPROVED B'Y" PLANS PREPARED 8Y� o BENCH MARK ww ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7' City of Roncho Cucowngo �'A� 100/ S U U M I T T A L NORTHERLY OF NORTHERLY EDGE OF PAVEMENT BASELINE ROAD 22' 10500 Civic Center Drive TETRA T C W, IN KEK01 ~ AN INFRASTRUCTURE SERVICES GROUP n WINERY I ILE SIGN HAVING 5 SE HISTORIC WINE M EASTERLY OF GREEN ERSON E ANC1 Box 7 P. O. Bo 0 P. 8 ELEVATION TION OF 395. 755 METERS ( 1929 DATUM) . S HOSP I TAI.I TY LANE STE 100 Rancho GUQaITlOn9ai, Ca. 917 29 348 WET i SAN BERNARD I NO. CA. 92408 Na 53893 115 ON RAMP/ BASELINE ROAD DATE 8/ 12/ 03 G t rl C BASIS OF BEARING Phone (909) 477-2740 ext. 4051 (909) 381-1674 * x.12-31-0 COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS Fax (909) 47?- I 'D'r V% ��' SCALEe PROJECT NO. SHEE T k A 1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIA ?-/7-43 `-''� / F of CAv COORDINATE SYSTEM (CCS83) , ZONE 5 (EPOCH 1992. 88) . ON GILLESPIE E 42156 DATE NO.JLTE REV I S IONS KOA ANDERSON RCE 53893 h200 3528.OM. Q� USERNAME _> �r', �/ (91060� DGN FILE => No \3528\0009\CADD\vcp 10 1 dgn i FUSER '^✓l 10+90. 00 8. 30 LT . a „ 398. 61 EP 0+90. 00 5. 88 LT [1 1 +00. 00 6. 00 LT_% 39 . 91 EP 398. 49 R/W , ------ 110+80. 00 9. 31 LT .. 398. 21 EP w� f 1 1 +00. 00 4. 31 LT 398..,83 110+80. 00 6. 91 LT 398. 09 _ 1,. ,L. 10. 0 0 6. 00 L T .. ., .. . , ,_. . I + _I 10+75. 00 9. 6 LT ., - BEGIN METAL BEAM GUARDRAIL 399. 4 I EP 10+70. 00 9. 60 LTW; fid. t 30:7`. 64 _ EP .m 4 1 1-1 + 1 1 . 00 _, 6. 00 LT _ rw � ,,AwmW ,a I0+70. 00 7. 20 LT .. r ..- • r" , �,.� , � ( 39 39) EP JOIN EX I ST `META, BEAM -GUARDRAIL 397. 5210 wxi _ 0010 13 1 10+60. 0 a4 . 0 9. 60 L T 397. 10 EP .v 110+60. 00 7. 20 LT . r5 OFF RAMP �' K 396. 98 L2" . , .. � .. .a . . �. . , - ^ P _ 110+50. 00 9. 60 LT . I + i 1 . 00 3. 27 LT 396. 60 EP �' I � WA (399: 22) 1 10+50. 00',J."20 LT . loe . _ M III +00. 00 3. 27 LT I0+40. 00 9. 60 LT - 16 �,..nW ( 398. 72) �� w 396. I�4 EP dv 110+40. 00 7. 20 LT - � ;1 10+903D6. 02' �` � : . ,,., 00 327 LIT , : � 2 (398. 23 ) ` W R 10+30. 00 9. 60 T _F c ah i , 3 9 5. 8 I E P .w /e M ,, CONSTRUCTION NOTES 110+30. 00 7. 20 LT a W,k 395. 69 ,� � �� .W . . w PROTECT I N PLACE I0+22. 92 9. 60 LT ECR i i� 1 10+80. 00 3. 2? LT �, TOE OF � � x° _ Q REMOVE AO D'I KE 395. 66 EP ,r (397. 74) ,i' 'SLOP i REMOVE BASE & SURFACING RP 569070. 13 N 0 ' Ye v / .... -ml.. .rn A wwx....,w + 2044614. 46 E ���\ r' / _ �4 REMOVE METAL BEAM GUARDRAIL 1 10 I . ! l0. 6I LT , � ��" , � , � � I I 0+70. 00 3. 27 LT � END TYPE 1) 1 KE (397. 23) 5 SAWCUT PAVEMENT I10+ 42 13. 88 LTwe , SEG TYP " A" � DIKES f ! T. ��< & COLD MILL 1 . 8 m WIDE MIN (0 TO 0. 05 m DEPTH ) . ,k // w u3 \ / �, s 1 1. 0+60. 00 3. 27 LT ' BN 214+ 12. 59 14. 36 L ,� \ ,� WHERE HEADER CUT IS JOINING LIMITS OF END TY E NA N A" DIKE o / �; r - (396. 75 ) CONSTRUCTION. INCREASE WIDTH OF COLD " " \ • �3. 60 LT BCR i MILLING TO 6 m. a. B 2 I°4+,09 .� � ,�a , 395. 67 EP " N,', i ��n,� ° `� , :�°. .�� � �7 PAVEMENT TYPE BEG TYPE A DIKE �� � ' s� 110�+50. 00 3. 2`7 LT °`/ - 50 mm AHRM (MIN. ) / 105 mm AC (MIN. ) / " 00 L �� .. . � � ' (396. 29) B 214+09. 31 �° 1�2� '� ( 395. 64 ) _ .� �,n, _. _ 180 mm AB CLASS 2 D/ a ��t // '� - NOTE 8 CONCRETE CURB (TYPE AI - 150) PER CALTRANS �.l 4 14 14. 95 LT 110+40. 15 � ,. _ 00 3. 27 LT SEE LAYOUT SHEETS STANDARD PLAN 2 >c.�l . 8 PCC WITH �\ FAl, (395. 91 ) FOR LIMITS OF PAVING, g AC D I KE (TYPE D) PER CALTRANS 1 . 2 x 1 . 8 PCC CURB Q A STANDARD PLAN " Bim" 110+22. 92 7. 20 L1- 110+20. 00 3. 27 LT BAY TAPER `� ' � (395. 44 ) 110+130., 00 3. 27 LT 1 , R ,. 395. 56T OR LANE ADDITION PER w � � � CALTRANS. , � , � . NS HIGHWAY DESIGN MANUAL ( 395. 61 ) CA 214+25. 2 12. 00 LT .'` ; 395. I I 50 mm (M IN. AHRM OVERLAY .KU I I 0+ 17. 00 2 36 RT CURVE , DATA " ASPHALT CONCRETE - B 4. 76 10. 20 LT 15 I C ETE OVERS I DE DRAIN- 1 . 2 I N , 1 . 2 x 3. 0 PCC , 95. 34 . NO R - MOUNTABLE DIKE PER CALTRANS 2 121 . 92 57° 38 ' S2" 67. 09' . 122. 67 ' STANDARD PLAN D87D - 15. 00 10 7. 92 I0 METAL BEAM GUARDRAIL (WOOD POSTS) 5 68° 26' 17 ' . 20 1 Q MEDIAN FLARE PER APWA STD PLAN 141 - 1 STA 214 +25. 41 BASELINE ROAD= `" CURB RAMP (CASE E) -STA 110+00. 00 1 - 15 OFF RAMP 4945 PER CALTRANS STANDARD PLAN 1 PAVEMENT TYPE 11 � \\ F 6 - 150 mm (MIN. ) AC (TYPE A) 150 mm (MIN. ) RMCTB (CLASS A ) In ADJUST MANHOLE FRAME AND COVER TO GRADE Lo / • p ' LEGEND ADJUST WATER VALVE COVER TO GRADE N N LO COLD MILL 190mm FULL DEPTH AC (TYPE A) o RELOCATE CABLE TV BOX (BY CHARTER COMM. ) ALL DIMENSIONS ARE IN METERS I REMOVE AC OVERSIDE DRAIN UNLESS OTHERWISE SHOWN - - O 0 BENCH MARK PLANS APPROVED BYo PLANS PREPARED BY, ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7' City of Roncho CUCom No �owA 100% SUBMITTAL F- Ld :2 NORTHERLY OF NORTHERLY EDGE OF PAVEMENT BASELINE ROAD 22' 10500 Ctvtc Center Drive TETRA T E C W INC a EASTERLY OF GREEN ' HISTORIC WINERY I MILE' SIGN, HAVING AN P. O. Box 807 � INFRASTRUCTURE SERVICES GR01.lI� ANDERSEN X14 CONSTRUCTION DETAILS ELEVATION OF 395. 755 METERS ( I 929 DATUM) . Rancho Cucamonga, Co. 91729 348 WEST HOSPITALITY LANE, STE 100 � � DATE 8/ 12/ 03 e tris BASIS 0 BEARING Phone (909) 477-2740 ext. 4051 ' C Q® �1 r Fax (909) 477- 84 (909) 381-1674, CA. 92408 N _52 83130 1 -1 v S© V F f -RAM P COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS �P*� V1 ��a SCALES PROJECT NO. SHEET 7 1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIA CAS COORDINATE SYSTEM (CCS83) . ZONE 5 (EPOCH 1992. 88) . N G I LLESP I E RCE 2156 DATE NO. DATE REVISIONS EKOA ANDERSON RCE 53893 200 3528.0009. OF $ 1wam- was USERNAME => $USER //� (� DGN F I LE => N: \352$\0009\CADD\vcp 102. dgn vLA a0V 8 ---- :. - -- --- --- ---- --- -- - -------- --- ---- N N 2 14 " B" 214+54. 81 2. 81 RT " B" 214+80. 00 2. 23 RT + 395. 42 TC " B" 214 +60. 00 2. 70 RT 395. 30 TC 394. 98 TC 395. 27 FL _ 394. 83 FL . I5 FL " B" 214 +99. 69 ''2@38 RT 395 40 TC 395 ,` " B" 214+54. 81 3. 1 1 RT , 95. 25 FL = . . ._w .. ... . RP 0. 6 RP-,0. 6 BASEL. N D ,BEGIN MEDIAN A END MEDIAN N 88° 5 ' 32" E 2 x 8 2 13 N., 8 J w " 14 B" 214+99. 70 2. 98 R .. ,v 88006" 25 " W END MEDIAN FLARE a -N N--2-1-4+60. -00-2: 70-R-T - - _ - - 394. 98 TC > 395. 40 TC, 395. 25 F L - - -- - - _ 8 � - - - - _ - - - ..__ _.--- - - 394. 83 FL � N M 214+54M813, 41 RT L N M 214+89.. 25 4. 69 RT 0 395. 42 TC B 214 80. 00 4. 35 RT O vo 00 0 395. 27 FL po 5 BEGIN MEDIAN FLARE. + N � 395. 30 TC __ �' _ 395.......1.. 4 TC_ `. O d- 395. 15 FL 394. 99 FL O Q0 cv O O ', � � OCA _ O _ O' _ � h• C� ', w E-- p• coo• � pCl x� �'�' Iry w z , �0) ti0 - o, �O o'b ^� ^ 5 ��o�a•�� LLJ O� V) -' ,'�Off`• „�°) ^�°) ^� 0,_ z - - - - - - - • �L ^ 9 I o p ^�O Moi , I B 215+ 15. ^� 00 15. 20 4 . 58 EP F� v 1 I v I . -JOIN , EXISTING r _ + ..- I_ � (394. 58) EP I + CONSTRUCTION NOTES _ " B" 21 4 89. 27 17. 20 RT BCR i 39 B 2 15 09. 58-,, 15. 20 RT ECR /4 JOIN EXISTING q. �� i 394. 59 EP _ ACE 394. 67 EP I �'�'' TYP PROTECT IN PLS I j - - - - - ----- - - REMOVE AC DIKE RP 569021 . 78 N 2044696. 36 E 3 REMOVE BASE & SURFACING RP ; 569020. 86 N . 2044716. 68 E ® REMOVE METAL BEAM GUARDRAIL " B" 215+03. 58 21 . 20 RT BCR SAWCUT PAVEMENT " B" 214+92. 04 2I . 20 RT (39'4. 62 ) EP ` " © COLD MILL I . 8 m WIDE MIN (0 TO 0. 05 m DEPTH ) . (394. 56) EP JOIN EXISTING WHERE HEADER CUT IS JOINING LIMITS OF JOIN EXISTING CONSTRUCTION, INCREASE WIDTH OF COLD MILLING TO 6 m. PAVEMENT TYPE 1 50 mm AHRM (MIN. ) / 105 mm AC (MIN. ) / 180 rrm AB CLASS 2 ® CONCRETE CURB (TYPE AI - 150) PER CALTRANS STANDARD PLAN NOTE O AC DIKE (TYPE D) PER CALTRANS STANDARD PLAN SEE LAYOUT SHEETS FOR LIMITS OF PAVINGN BAY TAPER FOR LANE ADDITION PER CALTRANS HIGHWAY DESIGN MANUAL I I 50 rrm (MIN. ) AHRM OVERLAY 0 I� ASPHALT CONCRETE OVERSIDE DRAIN- MOUNTABLE DIKE PER CALTRANS STANDARD PLAN D87D METAL BEAM GUARDRAIL (WOOD POSTS) CURVE DATA I� MEDIAN FLARE PER APWA STD PLAN 141 - I RADIUS POINT LEGEND= I CURB RAMP (CASE E) N0. R O T L NORTHING EASTING ---- � COLD MIL L PER CALTRANS STANDARD PLAN 9 3. 00 67° 301 00N 2. 00 3. 53 569021 . 78 2044696. 36 PAVEMENT TYPE 11 Io 6. 00 900 00' 00" 6. 00 9. 42 569020. 86 2044716. 67 150 rrm (MIN. ) AC (TYPE A) 150 mm (MIN. ) RMCTB (CLASS A ) i ADJUST MANHOLE FRAME AND COVER TO GRADE � a 0 O co N Ln I ADJUST WATER VALVE COVER TO GRADE N � I0 190rrim FULL DEPTH AC (TYPE A) - - 00 RELOCATE CABLE TV BOX (BY CHARTER COMM. ) ALL DIMENSIONS ARE IN METERS 0 AC OVERSIDE DRAIN UNLESS OTHERWISE SHOWN 1 REMOVE Ww 00 00 a_ �W Ld A PLANS APPROVED BYN PLANS PREPARED BY, 100% S _ BENCH M RK ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7' City of Ronch0 CUcomong0 TETRA T B C W INC NORTHERLY OF NORTHERLY EDGE OF PAVEMENT BASELINE ROAD 22' 10500 Civio Center Drive KEKOA AQ R CONSTRUCTION DETAILS SERVICES GROUP EASTERLY OF GREEN " HISTORIC WINERY I MILE' SIGN, HAVING AN P. O. Box 807 INFRASTRUCTURE SE CES G ANDERSON DATE 8 43 VAT I ON OF 395. 755 METERS ( 1929 DATUM) . Rancho Cucamonga, Co. 91729 SAN WEST RDINO, C . LANE. SrE loo Nm 53� 893 ELEVATION 9 SAN BERNARD I No, CA. 92408 BASELINE ROA D G trlc Phone (909) 477-2740 ext. 4051 (909) 381-1874 x,,12-31-0 BASIS OF BEARING Fax ( 09) 4 7-28 0000*' - ,p, �. SCALEN PROJECT NO. SHEET COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS 'r v� + 1001 AND 1002. COORDINATES ARE BASED ON THE CALIFORNIA 7 63 111100 3528.0009. OF 19 COORDINATE SYSTEM (CCS83) . ZONE 5 (EPOCH 1992. 88) . N GILLESPIE RC 42156 DATE NO. DATE REVISIONS KE OA ANDERSON RCE 53893 USERNAME => $USER DGN F I LE => N: \3528\0009\CADD\vcp 103. dgn I �,� ONSTR TI N NOTE ' C UC 0 S ....a._..a...,_ - = a r ,' _ _ { 1/ _ � „ , _ M .. > PROTECT IN PLACE ` - ../"� 0 i Q� ,. ADJUST MANHOLE FRAME AND COVER TO GRADE r - © - r ,ll ,, �'"'''� I ADJUST WATER VALVE COVER TO GRADE - I Y _ � _� , 190mm FULL DEPTH AC t TYPE A) 11 - a '- A 11 R� � , g , . , 1. ,.11 : '...I�_ lll , " � � V\ ,_ : " , - r i I , 11.11 ,� ' -- 1 I �) , _ � -- i I 0 W 1 Z ; f w` ! , 411 r 'J , i : ! , 9 i <: , ". F. 11, I 1 ,_.,i.ry.. , ,�.: ,, ._ 1 . , , _ 4 I ,, �.., ; . I - . ' 4. , _, .- •, _ 11! 11 11 METERING _ ' ;` - r , I . 11 . D L�I G H T N , �itll I f _, , 1 f , , , v {. tC ) .. } ��! . �• , , i ti. , RAMP METER rr NG r; , } AND LIGH TING t 11, kl, ",",I t. / ; I . v . cl I , r r i , 'a 'i. r11 N ,. 1_1_, yi 1. . ,_� 1 �' _-� , �..,. ., ELECT -I CAL C N U i (MCI ) _. ,, - CE . ` 300mm ( I2' ) C. M. L. & W , 11 , , - t f - _l' 11I 11 (CCWD) ` . I-r =TT LEPHON COD �, , 300 'A. 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' ,Y f. 1' f / ,, , r I _ _., I : ;' '11, 0.. 1� eJ r' 1 f r - / 11 i I. ,.+ : :' , 1 E'., c / r .' .. 1 , 1. _ +� } 11 I .. ,; I , '. ,..t , Y 4 I I- _ 11 '/ , I I - , t I i /' I 11i r I Ir..�. , { , � er' 1. d' ,.- , ,� M ,. ,: - I 11 d I JS Y i � 4 , I d 1. , /_ I- r ., ._ ;! , � V\ 1 , � ,;7 ._"'- r " r ,` - - r , .31,,- , - I / . ,*+� 11 I T 11j rr p DO ,. K. - i i N I ! /, O — 5- _. .. . . ., , r ;i — r r" ', , a � �, 11 ' ,, I ,, sr #i i n n i / ,,, ! r i ALL DIMENSIONS ARE SHOWN IN METERSf `' om . ' ! E _.,. y�` ' r UNLESS OTHERWISE SHOWN � F_ 00 J J a- a BENCH MARK PLANS APPROVED 8Ye PLANS PREPARED BYE 100/ SUBMITTAL ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 . AN ALUMINUM CAP 7m ' City of Rorxft C r nm m n n ~ — N a - 1 TETRA TECH, i C NORTHERLY OF NORTHERLY EDGE OF PAVEMENT BASEL 1 NE ROAD 22' 10500 C I v 1 o Center Dr i w At E� UTILITY PLAN EASTERLY OF GREEN ' HISTORIC w I NERY I MI LE' SIGN. HAVING AN P.O. Box 807 1 NFRASTNWI TALI SERV 1 CES c00 MM DATE 8/ 12/ 03 ELEVATION OF 395. 755 METERS ( 1929 DATUM) . Rancho Cuoamongm. Co. 91729 SM BENUM i W,M sty i°o #r.. 3 * BASELINE R0AD e t ric BASIS O F BEARING Phone ( 9) 7 T-2T�0 ext. 4051 (M 3111-1674 j 2.31-03 SCALES QCT M0. Fox (909) 477-2 SHEET 8 COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS �-�7��301 k A1001 AND 1002. COORD I NATES ARE BASED ON THE CAL I FORN i A I 35�.()009. 18 COORDINATE SYSTEM (CC583). ZONE 5 (EPOCH 1992. 86) .__- Z±! G 1 LLESP I E 42136 DATE NO. DATE REV 1 S 1 ONS OA A10Of901i RCE 53 93 USERNAME _> $USER . ` --- " --11 ,,�� / DGN F I LE _> Ni \3528\0009\CADD\u01 I . dgn �`"6 LVOT E 5 i ... '. a , x 'tw Atau k I . ALL CONFLICTING S I GN i NG, STRIPING AND PAVEMENT MARKINGS SHALL 3. 6 t BE REMOVED PRIOR TO STARTING WORK. 2. ULTIMATE STRIPING IDENTIFIED ON PAVEMENT DELINEATION (PD) PLANS SHALL BE PERMANENT STRIPING. 212+$3 U 49,� III +33 3. ALL STAGE CONSTRUCTION STRIPING AND MARKINGS SHALL BE PAINT JOIN EXISTING . �w§b, '.. �� m,�,., " ��,.,,� '�� END 10s I TAPER BEGIN TAPER /�, (2 COATS) . TYPE P MARKER �' 4. SEE CS PLANS FOR TRAFFIC HANDLING SIGNS AND QUANTITIES. , L , 0 141", A + _ X 111 +70 ENS; TEMP RAILING BEGIN 10' I TAPER _ _ _ BEGIN TEMP RAILING (TYPE K) • . .� 7. 5 `S AC ING TEMP CRASH CUSHION .. ARRAY ' TSI 4 ' � I h r a 213+55 I4+0 BEGIN 1 Os I TAPER BEGIN TEMP RAILING (TYPE K) ` TEMP CRASH CUSHIONOFF -RAMP ARRAY ' TSII 5 LEGEND \` cs 213+70 • 6 " � w � R CONSTRUC�I"�t ON END I0 AREA I TAPE TYPE P MARKER \ a DIRECTION OF TRAVEL2 .4+4 I 2+58,. 1, ,\�, - .,,� 1 \ ` JO,l N EXISTING �-- TEMPORARY RAILING (TYPE K) , 2 7 B WITH TRAFFIC SCREEN AND SCUPPERS R 214+56 .,. TEMPORARY CRASH CUSHION MODULE,8888DOOO ARRAY PER PLAN m • CHANNELIZER (SURFACE MOUNTED) 24 PAVEME NT DLL NEATION (PD) DETAIL NUMBER ' , , , 0xv XX PER CALTRANS STANDARD PLANS � III a o ANGLE POINT (PT) �"'. ��0 �� � SEE NWE r BE LOP , . 6 7. 5 SPACING ? lee V. . 5 SPACING J,,. I — 15 • Q SB ON—RAMP v t - , � \ `�� , 1 � ��,� � 3. 3 0. 3 BUFFER w 0 — ,. 5 » 3 2 15+ 5 4 UFFER 3. 3 0. 3 B � � , Ld , - 21/1' _ 0 , . » 5 OF Of 7B - O 3 ` CONSTRUCTION AREA , , U, \ , o CONSTRUCTION AREA CHANNEL IZER TEMP RAILING (TYPE K ) k o , . ?B 0 � , TEMP RAILING (TYPE K) �� ' ' ,��� � ' 24 2 � MP S : pew ^ 1 - 15 24 2784 SECT I ONE A`-AA u � , SB 1 - 15 OIN-RAMP SECTION B-B v w q2 7 B> N LO „ ,Wr.^ -. J" f -.,. .. ..,:duww,«.,n„„,:,,wwr,w,.yya$. ,.vw:�.w ,.✓ ti. .... -.... -. ... -. -.--. _, ...... ........ ... ....... i i Ly „ j r „ m _ c9 p h- -� . ., N 310+90 ,1 .. _ „ . _NOTES CONTRACTOR ._SHALL PREPARE­A _ END, TEMP RAILING (TYPE K} _ _ _ DETAILED TRAFFIC' HANDLING PLAN FOR w .„..,x, ..,. O i N EX I ST 1 NG INTERS CONSTRUCTION _. OV I I AY AND �T I;ON n o D'I MENS I ONS ARE I Nw Y OPERATIONS � I ALL THIS PLAN ACCURATE FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING ONL 00 METERS UNLESS OTHERWISE SHOWN J J PLANS PREPARED BY# BENCH MARK 100% SUBMITTAL PLLd ANS APPROVED BYs _ ELEVATIONS ARE BASED ON CALTRANS GPS PT 1001 , AN ALUMINUM CAP 7' City ®f R(lt cho Cucomongo TETRA T E C H s 1 N C Y GE OF PAVEMENT BASELINE ROAD 22 KEKOAA` STAGS CONSTRUCTION PLAN NORTHERLY OF NORTHERLY ED 10500 Ctvta Center Drive � Q RVICES GROUP _ EASTERLY OF GREEN ' HISTORIC WINERY I MILE' SIGN, HAVING AN P. O. Box 807 INFRASTRUCTURE SE ANDERSON DATE 8/ 12/ 03 ELEVATION OF 395. 755 METERS ( 1929 DATUM) . Rancho Cucamonga, Ca. 91729 ' 348 WEST HOSPITALITY LANE, STE 100 No. 58BASELINE ROAD SAN BERNARDIN0, CA. 92408 + — 1-16T4 it 12-31-0 19091 38 rig. Phone 1909) 47?' 2740 ext. 4051 � t RING - STAGE I SCALEt PROJECT NO. BASIS I S 0 A Fax 909) 477 284 '��r v� �� SHEET 18 COORDINATES ARE METRIC BASED UPON CALTRANS GPS STATIONS !> k A1001 AND 1002. COORDINATES I NATES ARE BASED ON THE CALIFORNIA _ / tl► 11500 3528.Qm. OF 01 COORDINATE SYSTEM (CCS83) . ZONE 5 (EPOCH 1992. 88) . ON GILLESPIE RC 42156 DATE NO. C)A7E RSV I $ IONS KEKOA� Dt:A50N RCE 53893 USERNAME => $USER .b�v -- DGN F I LE _> Nt \3528\0009\CADD\scp 101 . dgn