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Home My WebLink About53INDEX OF SHEETS SHEET NO.1 TITLE PAGE. SHEET NO.2 TYPICAL SECTIONS. SHEET N0.3-7 PLAN & PROFILE FO f TO UPLAN ARROW oc W F- W V 0 cr FAS 1. 11595 y/ / " ,tP 8 PROJEC.T L MIT! Y SANTA FE r - COUNTY OF SAN BERNARDINO ROAD DEPARTMENT W :'1 > >.; FONTANA CITY LIMITS FA Ua =565 BLVD. TO • RIALTO VINE ST / CHESNUT / UT AVE qVF � W ROUTE w W Q Q } X � 0 J z Q v 3 w w --� a I WHITTRAM LAVE N VICINITY MAP SCALE : NONE RAILWAY 0 PLANS FOR CONSTRUCTION ARROW ROUTE DAY CREEK TO ETIWANDA AVENUE CUCAMONGA AREA RD. NO. 129250 AC BEGIN PROJECT STA. 0+ 00 N I PROJECT LIMITS SCALE 1" 500' LENGTH OF PROJECT 1.06 MILE ON W. 0. H04415 COUNTY OF SAN 'BnE/RNARDI NO APPROVED BY:_ �M-.(I., 1 l�t�" 4AT� COUNTY ENGINEER R.C.E. 8495 U Q 07 � N 0 — N-' 0) N N _ m EXIST R/W 30' - 7 I 12' 0 ' VARIES '0 I I 30' VARIES 7' 1 I 0.20' .TYPE" 8 "AC OVERLAY 0 ' ::�� EXISTING A.0 I. REGRADE EXIST SHOULDERS STA, 0t00 TO STA. 24+00 2. WIDTH VARIES STA 13+00 TO STA. 14+50 EXIST R(W 60' VARIES 30' 1 30' VARIES I 8 , 9 L 13 0.26' LEVEL I� —2% SLOPE 1.5:1 EXIST RiW EXIST R 13 9' 3' 5' 1 0.00 0.35' TYPE "B "AC. 0.26 - ' / I -- I SLOPE LINE /4':1' s� -- pA /T�%�, 0.5 2 2 ' SLOPE 1.5:1 / J_ / 28' 2%+2.50 0-35' TYPE BAC 04- STA. 24+00 TO STA 49+ 50 EXIST DRIVEWAY RT. STA.26+76 EXIST R4W 60'• VAPIFS EXIST 1 1 ---y 1 T' �rT7/ SLOPE EXIST R/W 30' VARIES 13' TO. 24' I I ' & VARIES 0.35'TYPE"8" A.0 71,41 SLOPE 1.5:1 - 2% 30' I 0.00 7- STA. - STA. 49+50 TO 52 + 60.03 ' VARIES VARIES 13' T0,24' _ 3' SLOPE 0_35TYPE"B" AC. - I 1/4":I .sl -2 % T T� 0.5'— r SLOPE 1.5:1 EXIST R/- 50' 12'BIVARIES 12' 81 VARIES 8.6 12'81 VARIES 3' a ; SLOPE 0.35 TYPE" 8 AC. EXIST AC. 7r� _ 2 % 0.5' 1 ,_ 7 — SLOPE 1.5:1 FIELD BOOK REF. 12/371-410 STA. 53+ 43 TO STA 56 +00 SL MRY OF EARTHWORK QUANTITIES (G.Y) EXC EMB BORROW STA. 24+00 TO STA. 56+00 .355.1 (F) 3914- 967 (F) (F) DENOTES A FINAL PAY QUANTITY. BORROW REQUI REMEPITS ARE CALCULATED ON THE FOLLOWING BASIS' [ROADWAY EXC. WILL SHRINK 15% 2. BORROW -QUANTITY IS A COMPACTED QUANTITY. EXIST R/W I�e 1 I GENERAL NOTES 1. PAVING ON NATIVE, 0.05' GRADE TOLERANCE FOR GRADING PLANE. 2. THE TREES LOCATED ON THE SOUTH SIDE OF ARROW ROUTE BETWEEN STA.11400 AND STA. 13+07 SHALL BE PROTECTED IN PLACE. REGRADING OF THE SHOULDER AREA ON THE SOUTH SIDE OF ARROW ROUTE BETWEEN STA. 11+00 AND STA. 13+07 SHALL BE LIMITED TO THE AREA BETWEEN THE TREES AND THE EDGE OF PAVEMENT. WG No. 5 W. 0. NO. H 04415 ROAD NO. 129250 -AC LIMITS 121-129 SHEET 2 EXIST. GROUh1D _� _ -_- _- ---__ _-------------- — 5X1 N � 1160 i O 1160 w — — 0 AJ �EXIST— �� o 1160 EXIST GROUIVD— �\ 50' SCE i ti ` ` 7 3 -2 -1 0 1 2 3 4 5 6 7 $ w 1c, PiFe 11 EXIST R/W FUTURE R/W-�'— W G EX +2 z EX I ST E. P/ +3 +5+6 7 ROUTE - ..._..� - -- L _ - -,ate - �..._.� ..... m ® W I6"Pqe1 i I 1 � 1 1 - V W Of cr 3 W -1= + Y Y LV Y . cr- WATER LINE CD OI -(DT- J 00 J Q O` s : I`'1 f"=4 Q CL ~w O to p J_ J OM` Fes- c� F- cl- LA I RE R/W� ~ ti EXIST a4w O J w 1c, PiFe 11 EXIST R/W FUTURE R/W-�'— W G EX +2 z EX I ST E. P/ +3 +5+6 7 ROUTE - ..._..� - -- L _ - -,ate - �..._.� ..... m ® W I6"Pqe1 i I 1 � 1 1 - V Of cr 3 POWER POLE -1= + -G- W Y LV Y . -W- WATER LINE CD OI -(DT- J O` s : I`'1 f"=4 Q CL ~w O CL p OM` Fes- Fes- W LA W OC W ~ ti Q- I J J ti � ZW 1` Q Q� O V M � � B G. PROJECT .- 2 J a_ m �I S A.0+00 Q V) W Q O Q C� 3 a 1 I 1 1 1 w 1c, PiFe 11 EXIST R/W FUTURE R/W-�'— W G EX +2 z EX I ST E. P/ +3 +5+6 7 ROUTE - ..._..� - -- L _ - -,ate - �..._.� ..... m ® W I6"Pqe1 i I 1 � 1 1 - V 0 N W J POWER POLE -1= + -G- + 1 -W- WATER LINE CD OI -(DT- J w 1c, PiFe 11 EXIST R/W FUTURE R/W-�'— W G EX +2 z EX I ST E. P/ +3 +5+6 7 ROUTE - ..._..� - -- L _ - -,ate - �..._.� ..... m ® W I6"Pqe1 i I 1 � 1 1 DIVISION OF HIGHWAY R/W EX 151 R/W� - 1160 1160 1160 LLL LEGEND N W J POWER POLE w ,N -G- GAS LINE 1 -W- WATER LINE CD OI -(DT- J Q CL ~w CL p LA W OC W ~ ti Q- ti Z ti ;�, ZW 1` Q Q� .- J a_ J LtJ FW- �ZZ) Fw- Q Q O Q 3 a 3cU3 DIVISION OF HIGHWAY R/W EX 151 R/W� - 1160 1160 1160 LLL LEGEND N i WLA POWER POLE �- ,N -G- GAS LINE 1 -W- WATER LINE Fa OI -(DT- TELEPHONE BURIED CABLE DIVISION OF HIGHWAY R/W EX 151 R/W� - 1160 1160 1160 LLL i WLA v � O` z Q CL CL p 1 0) O L0N_ N _ 0) N N - j 1 W. 0. NO. H04415 ROAD NO. 129250-1 AVE FILE NO. 121-129 SHEET 3 of 7 j L� � , r ___ __ _ _ _ _ FUTURE TOP CURB EXIST. GROUND +0.20% 50' NORTH G -0.349% to ,-vc - --- a 1160 1160 ' �c 300 V C O OIm c\j4 - > al _ w o N p O O } oco 0 a) 010'Ct + 1Yi Zr FUTURE Ct GRADE Q ti ,; ,t + M + t6 + c�D + I� O cD ow _ (D + AD N cD Lu O fn O - t` c0 oD (D 0) — _ M - 1n — rn — _ V) — O 10 O + N N _ fir_ fV (V — (V — O + �' +0.20% cD -0.349 77r.77 (� + -- In N - \ , N N -. -+.0.383% ! _. EX I ST.- _. 0 4- . � cD 1160 , = 1160 M z / _ FUTURE TOP CURB - a °8 EXIST. 36" H.P. GAS LINA * 0.20%- 0.349 % EKiST. GROUND- 50' SOUTH CL 1160-- -- -._..-___----------------_-__----...___--------------------_ 100'VC ____ ____---_•-_-----_... 1160 21 22 23 ev CU Exc. Yds Emb. 24 H z 0 U 3 W z 0 _SUTURE R/W ca a 0: T� rEXIST. R/W NI ►i 45.5 _ 70 ! f — 1 28.3 5.5 - 25 26 r62y cr r 120' - 51 6 - 0. _ 0.: 41.1 9.9 229.8 _ Ag77 436.6 172 28 29 30 31 32 TRIM "C" - SET 60d SPI KE I N P#1830175 STA. 21+00 - 401 SOUTH ON >- ARROW ROUTE r� ELEVATION - 1163.430 - -1 J W ui j � - d ZU W Z Li CL Cl Z - Mk C) J tW LW 9 Z 1` ZU O QN` • U DO 00 LA 0000 - O_ CL 1` ti a - W t' 0 I GAJ w d w V) o a o n- 0 0 +21 n oontAWTT1 +22 EXIST_ E_P� +23 +24 +25 + 6 +27 E. P +28 +29 +30 ROUTE 1-31 +32 0 G w tiJ o 32' R G O G o EXIST. R/W 83� W la i2°P,Pz� W .iMEE R/�_ n +� n x O M 00 W 8 fr W Q OWO W 1` c) >~ O ~ 00 W J r W ti O M 00 d CL q� 3 N (D N 0euAN (D ---- (� 1 11 = 40 W ti O M 00 CL CL W M ti O 00 a CL M 1 � 0 N N = (3) N N - I•ILLu BUUK KLI-. IZ : 3(I -41U GUUNIY UI- SAN BERNARDINO W. 0. NO. I ADDED FUTURE GRADES- STA. 2.+ c to 31+00s ROAD DEPARTMENTARROW ROUTE H04415 ROAD N0. DESIGNED BY D. Peck APPROVED BY 129250-3 DRAWN BY D Peck DAY CREEK TO ETIWANDA AVE J J S FILE NO. CHECKED BY S./T • ASST. MMISSI N -�-N -R A I CUCAMONGA AREA 121-129 RECOMMENDED BY '1� ' MARK REVISIONS APPR DATE HIEF,ENGINEG R T SHEET 5 of 7 f ( . ui - ZU W Li Z Z w Mk J tW LW 9 Z 1` ZU O QN` U U DO LA - O_ CL 1` r a - N (D N 0euAN (D ---- (� 1 11 = 40 W ti O M 00 CL CL W M ti O 00 a CL M 1 � 0 N N = (3) N N - I•ILLu BUUK KLI-. IZ : 3(I -41U GUUNIY UI- SAN BERNARDINO W. 0. NO. I ADDED FUTURE GRADES- STA. 2.+ c to 31+00s ROAD DEPARTMENTARROW ROUTE H04415 ROAD N0. DESIGNED BY D. Peck APPROVED BY 129250-3 DRAWN BY D Peck DAY CREEK TO ETIWANDA AVE J J S FILE NO. CHECKED BY S./T • ASST. MMISSI N -�-N -R A I CUCAMONGA AREA 121-129 RECOMMENDED BY '1� ' MARK REVISIONS APPR DATE HIEF,ENGINEG R T SHEET 5 of 7 f ( . P k•, 116 --- � _ • H 3 1160 _ EXIST GROUND LI! p O` Cl- m ti _ ti V% _"____----_----------------------------- -------__-----__ 501 SOUTH CL� O r- r o CU. EXC. 130.8 _- ' __ 89.97 - . ....._ Q 0.. - _ . 0• 0.' - 0. - - - 0.' 15.3 S L7 _ - BT. _ . 144.9'_ Yd. Emb. ._ ._ 16.5 _ _ 74.1 ... 262.4 - 398.2' 418.6 439.6 378.9 229.2' _ 90.8. 17.9 r 65.8 ° 62.4 32 33 34 35 36 37 38 39 40 41 42 43 44 � w Cl- TBM "E": FD R.R. SPIKE IN 0° N 1 I d _j P#J-785Y STA. 39+21 00 vc_=` LA M 24' NORTH ON ARROW ROUTE co EXIST.GROUND 00 aELEVATION: 1160 - � __ a- C 50' NORTH .. ------ ----- -. _.._--_---------------- a ----- 00) OM O ON nI + M QO+ r6 IT OCR O+ N N O Ln O M _ (D 0) _ 0 (Dtb N cfl O 1` O N O co ti N I` m 0M M= m Oma— -0.349'% `0 OT + = 00- +cn O ti 0_ 01- O'ti 00 O Mcg o + �0 ' do+- rn ----_ — `- -__ PROPOSED _ _ - - ct Lo , 1160 j� ---- _ - — __ __ - -- - _ -- 1160 EXIST. Ct - EXIST. 36" H.P. GAS LINE"/�--- P k•, 116 --- � _ • H 3 1160 _ EXIST GROUND LI! p O` Cl- m ti _ ti V% _"____----_----------------------------- -------__-----__ 501 SOUTH CL� O r- r o CU. EXC. 130.8 _- ' __ 89.97 - . ....._ Q 0.. - _ . 0• 0.' - 0. - - - 0.' 15.3 S L7 _ - BT. _ . 144.9'_ Yd. Emb. ._ ._ 16.5 _ _ 74.1 ... 262.4 - 398.2' 418.6 439.6 378.9 229.2' _ 90.8. 17.9 r 65.8 ° 62.4 32 33 34 35 36 37 38 39 40 41 42 43 44 � w Cl- TBM "E": FD R.R. SPIKE IN 0° 4 1 I d _j P#J-785Y STA. 39+21 00 vc_=` LA M 24' NORTH ON ARROW ROUTE co 00 aELEVATION: 1161.248 a- C a a a 2 +33 rn o on�� +34 +35 +36 G G 00 Iz' W 12" W .. N W 8 V) PROPOSED E.P +39 EXIST. E.P:-- G iz Id 40 M v ' H 3 ~ � j FcW¢�- 3 N 4. .gyp a �>.0a- co C= 31 i I >. 3 LI! p O` Cl- m ti ti ti V% .D O r- .- o � o o 0 0 o Wz Z � Cl- Cl- Cl. 4 d .. N W 8 V) PROPOSED E.P +39 EXIST. E.P:-- G iz Id 40 s W In .D 0 r41 CD CL Cl 0 C) L!\ +42ROUTE_1 +43 +44 ;,I , ,I G - EXIST. R/W FUTURE R/W F, O M 00 Cl - CL Q_ E5 W a a H cr W ii M M v ' H 3 .ND C � d � j FcW¢�- 3 N 4. .gyp a �>.0a- co C= 31 i I >. 3 LI! p O` Cl- m s W In .D 0 r41 CD CL Cl 0 C) L!\ +42ROUTE_1 +43 +44 ;,I , ,I G - EXIST. R/W FUTURE R/W F, O M 00 Cl - CL Q_ E5 W a a H cr W ii M ilfl� - 1160 EXIST. GROUND 50' NORTH 'i m'N �..---- _-_-- - O ti . N O D N ---- --Sol V 0 r-----� LO 1160 tt _ --- ---- �n O c6 o N �_ �_ � N c - -- - - o ti ` — --- � o °�' EXIST. CE b �° c� -0.50% g C) �r- E3J to _ LAU+ UN+ p 5 1n + 1\-0.77% 8 -` --y _ ._ �n+ EXIST. 36" H. P. GAS LINE i 1160 c[ . a Zm 3 1160 1160 EXI ST. GROUND 1160 -_, 50' SOUTH i i Y / 1 0 N LO N NV C _ EARTHWORK TOTALS CU. EX C. 320.5 511.6, 532.4 t 336. 70.5 7.6 ` 9.3- 18.8 147 _ __ _ 25.4 _ 10 3551.0 C.Y Ext Yds Emb. 0. 0. 0. 0. 0.. 0.4 i. ' " „ < 5 . - --�- -- `�— -- - 0- - --- 0 3914 0 C Y Emb - -.... -= _-- - - 0 - r 44 45 46 47 48 49 50IF"-' 51 52 53 x 54 55 56 m N W TBM "F" - SET 60d SPIKE IN PP#J-780Y NQE1 I, - ,; , o V. I N a STA. 48+30 NORTH ON ARROW ROUTE J. D 00 N IM i ELEVATION - 1161.518 r_ M 1 a ci a a II I�2* a- crf a a a END OF PROJECT IJl\CZE + I " STA. 56+00 Lr a CL ZI N Wc) W _ 150' TRANSITION MEET EXIST 4 W zca p V) m M >`,I ca PAVEMENT. _eFUTURE R/W _ W _� �� 1 ' ' O' �'e o c MEET EXIST PCC CROSS + � II MI V , I EXIST. R/W GUTTER STA. 52+77± "' a \ N I I EXITTj PCC CURB X44 +45 AO�l11A1 G +46 t47 - +48 E.P }49 +50 EXIST. E.P. +51 X52 I 53 -F +55 C }56 ROUTE G,� G Cz EXIST. R/W EXIST PCC CURB _ � I FUTURE R/W --� I I jl it �I �I if it �I 1 W + _ N n l.L W W W v Z OJ c/l J 2 �yj te te Z W UJI CL ZW� U >- ZZW J .ID Z Q Z Q W J W W W J ~ J W = a H -, J FIELD BOOK REF. 12 : 371-410 REVISIONS w COUNTY OF SAN BERNARDINO ROAD DEPARTMENT DESIGNED BY D Peck APPROVED BY DRAWN BY Q¢Ck CHECKED BY S K SST. ROAD C M I X10 ER -E G RECOMMENDED BY 3 APPR DATE CHIEF S, , NLL OU1�1 NEER A E ARROW ROUTE DAY CREEK TO ETIWANDA AVE CUCAMONGA AREA W. O. N0. H04415 ROAD N0. 129250-5 FILE NO. 121-129 SHEET 7 of 7 I