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Home My WebLink About4933-2N M M i-11.9 am IN. e MEN N -- - - -- -T 3+00 4 00 5+00 6+00 7+00 8+00 PLAN 1 "= 40' 94 -to 10+00 11+00 12+00 13+00 TAHAN WAY SCALE IN FEET SEE ON-SITE IMPROVEMENT PLANS 0 40 80 120 160 COYOTE CANYON ROAD DWG. NO. 4930, SHEET 2 SEE SHEET 3 -- -- 6' -- 9 I 66 9 1' 20' w20' 1' 9 ¢ 21 g I 0 I 7 9 21 21 r / 0 21 8 M � REMOVE EXIST. FENCE 21 21 8 o>- 8 w U_ Z I _ ( 1 34 w 34 1 I m o C C14 z Q, _ Q �_ I 1 12 I 1 1 1 _ - m Q cv oo J REMOVE EXIST. FENCE o m U co - 1 00 Of o Cpm of U - wvCD �� JII U v� o� n m + + z °' w ��' o Q o �r -co J - PLFICE ROCl� Q F C, - 26 o = Cr � n a cn CSI v Q �r � ^ �� - o r- = I o Cn CO ,� G cn <� r7 ¢ v C\i Q PROTECT EXIST. '� Q F- o I.n C~i> n ¢ G �� _ w� rcj Ur r� cn LO = rn 7 p`7 �, o rn = rn I- U U M r- 13 o G z �c rn PCR CITY STQ. �� 13 co o rn �� LOT � cel r= U ENTRY IMPROVEMENTS ¢ Z Q �= C° co �� 1p z + 1+ Q II dS o z cn p'� 1x o + w 4 �� + z cn o co + cn + ¢ I N PLACE o [if o Cn N z Cn �o v co Cn co cn PLAN !�(O. 5045 + o x O �, o oo Q I I o o x ± x C o w N rt�Q` -- 15 Cb q�' n In v� - + x - + x rn O z aG� f w + c�� _ - V EXIST. R/W+ x + ox �o + x ^ w o rn w `'� �, �, _ d w 4- �w 18 ''' _ _ _ 1 - - - �° Cbl 26 - - 26 EXIST. R/WLOT N �11 EXIST. R/W L.O.S. LOT G 20 L.O.S. 27 p 27 23 - L.O.S. LOT F o`� F� -- _ _. _ h - _- 200 _ 00 - .. 1 - - - -- - cn ^�-ER1S1= ttJR$ 6U1TEI� `� 16 + \ �� EXIST. CURB UTTER - - v 2 I a �� - -- -�_ i _ ' �G 20 � I �� 4 ��' '� �, EXIST. 14' ��' ��' �� '- .,. - O ��" O °� h F 3 O ti O• - � 20 ^� 4 17 O ^� F ��- �p �� 1� F `ti Cb 5 O G LS\WCUT LINEEXIST. CURB & GUTTE �� F �G ��° 2 �op' ��' WATER O �� O ti _ �,. ph ti� O O� 01 0� O`_ I _ Op. oog• 17 �O�OF51 `� �1SAWCUT LINE `5 �' O- O ._ - O h O 1 �� O �°c�O Wi ,�... O °' _- ---- 00' 0 9 8 19 �� O,EXIST.EWER Cb - __ - _- - ---- - ----- ---- - p 1 1 +00 1 00 N 89'22'55" Ezl3too I x+-08�N 89' 2 55" 7+00C5 10 00�. 3+00 _ - - p�4+00 0 5+00 1- _ 0- -- --- -- -- .r II .�.1 - OEM- 1 - - - __ . / C 26 T - o --- -- G i' �- -' _ - - - <b z ST CLEXIST. MEDIAN �� _ - ST CL ^ t �G a0 �� O`'• 1\ 1 - �I 1 �F g 9 1� 22 o h`tihF`' 1`° F`' 0� Oh. _. _ EXIST. MEDIAN°' � p ``� -- Z ODS cb EXIST. MEDIAN o >- • p°' O� 3 EXIST. SEVER N ° O CROWN LINE * Q O� EXIST. SL � - EXIST. SL EXIST. CURB & TTER ---- rn o __. _ _ _ EXIST. SL ._ _ _ o� ' .._ EXIST. FH o -- --- - EXIST. SL.---�--�-----�_.._..__..______.. _.. ....... . ........_._w.-___..__ � __�tC_____•___ /--EXIST. CUR &GUTTED EXIST. STORM I • o -- .. o _ ___ ;; DRAIN' 27 --__ v __ _� + z ¢ �O �C, _`__O _ p��'�, MATCH FXTSTiNG + z --- - __ _ .�.--- - -- _._. o -EXIST. FH --- ca`L �.,. .._ �p �� . O� F� 0 F - 27 0 0 0 z _ --- - •�°�. D� �^� - - 1 DECORATIVE PVMT. w - _____- Q.� o -.� ,_ ____._._��_. _O o, cq ^-3-__.._- O c� C3 �. � z , EXIST. SIDEWALK O '� U ti C v ' EXIST. SIDEWALK °� i� IN KIND U -___ Q o / s CIO U C) EXIST. R/W O 0 om °� w _o m p`l. c� p - _ �� oo co Q z r7 Z Oo z o Z Cb z 0 0 Z U + �T ¢ 6; ¢ r> Q ,,- { zc~nl�n o a I Z o + C) z_(nr7 � 00 C _.. p t J Ox+w +w -Z O OX+w +w +w { CONSTRUCTION NOTES .I �wco MoalF�r � M www I ; ;` ;I a / �� AN �r'" A MEDt 1� CONSTRUCT 6.5" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL 1RQIGATIONNOTE: COYOTE CANYON ROAD COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). SYSTEM As OCONSTRUCT 8" CF P.C.C. CURB &GUTTER PER CITY STD. PLAN WEEDED *REMOVE ANY CONFLICTING STRIPING BY SANDBLASTING. DUNCAN CANYON ROAD 19REMOVE EXISTING MISCELLANEOUS STREET SIGNS. N0. 1000. 10+81.64 CL CB 5+51.70 CL CB �3 CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000 20 CONSTRUCT 8' WIDE MEANDERING DECOMPOSED GRANITE W=4.5 ,V=4.5 ,H=10 W=14.0 ,V=4.5 ,H=10DUNCAN CANYON ROAD REFERECNE DWGS. MULTI-PURPOSE TRAIL (DETAILS PER LANDSCAPING PLANS) p� �G �9 ��G� STREET IMPROVEMENTS DWG. NO. 3800 ® CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN 21 PROTECT IN PLACE EXISTING STREET LIGHTS, FIRE HYDRANTS AND ��>�srj �'`h��-�� 0,.5`l� SEWER IMPROVEMENTS DWG. NO. 3801 6 No. 1003. OTHER UTILITIES. ,� ^� ��` c �' STORM DRAIN IMPROVEMENTS DWG. NO. 3803 O7 CONSTRUCT LOCAL DEPRESSION AT CATCH BASINS PER CITY O - 22 GRIND & OVERLAY EXISTING AC PAVEMENT TO MATCH EXISTING `_._ T _._._ �� ___. __ BENCH MARK: NGS: EV9118 BASIS OF BEARINGS: OF FONTANA STD. PLAN 3003 (W, H & LOCAL DEPRESSION AC PAVEMENT. ^�� v� ��G� �O� ��' ,��'�, h<<'�, O�� 1.5 INCH BRASS DISK ON TOP OF THE THE SOUTH LINE OF THE SOUTHWEST CASE PER PLAN) p� 5 O� F O F O� O� NORTHWEST LEG OF EDISON TOWER N0. 23 REMOVE INTERFERING PORTIONS OF CURB AND GUTTER AND F 'S �`ti o '` F F 0 q� O QUARTER OF SECTION 13; TOWNSHIP 1 ® SAWCUT/REMOVE EXISTING AC PAVEMENT AND AGGREGATE BASE. PAVEMENT. OOH' 00'�� 4'��' �cb�' 18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S. OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE _ � 1 • i}� ii I • � i�i��i � .■ ._ � �� -1 � � i I � ,. i .i '- ' - 019 LENGTH TANGENT Cl 89°19'40" 35.00 slog -aid itl, �� Dl ml� 90°40'20" 35.00 55.39 =�f.• C3 89i 16'46" �A. .'... 1_'■� 54.54 I1uuL[ •_ � �I.�� m� 90'43' 14" 35.00 �� 35.44 C5 07'07'30" 1IV iY ', 19.87 � i_i �J/I 1,91.1 1. 1- 180'00'00" 2.00 6.28 - 01 �1 ommoommmmmmmmmmEEL pil C �w loop 1, .'1:/ _ r. l- I li ! i, NORM.' RIMEN fix >• A' i-11.9 am IN. e MEN N -- - - -- -T 3+00 4 00 5+00 6+00 7+00 8+00 PLAN 1 "= 40' 94 -to 10+00 11+00 12+00 13+00 TAHAN WAY SCALE IN FEET SEE ON-SITE IMPROVEMENT PLANS 0 40 80 120 160 COYOTE CANYON ROAD DWG. NO. 4930, SHEET 2 SEE SHEET 3 -- -- 6' -- 9 I 66 9 1' 20' w20' 1' 9 ¢ 21 g I 0 I 7 9 21 21 r / 0 21 8 M � REMOVE EXIST. FENCE 21 21 8 o>- 8 w U_ Z I _ ( 1 34 w 34 1 I m o C C14 z Q, _ Q �_ I 1 12 I 1 1 1 _ - m Q cv oo J REMOVE EXIST. FENCE o m U co - 1 00 Of o Cpm of U - wvCD �� JII U v� o� n m + + z °' w ��' o Q o �r -co J - PLFICE ROCl� Q F C, - 26 o = Cr � n a cn CSI v Q �r � ^ �� - o r- = I o Cn CO ,� G cn <� r7 ¢ v C\i Q PROTECT EXIST. '� Q F- o I.n C~i> n ¢ G �� _ w� rcj Ur r� cn LO = rn 7 p`7 �, o rn = rn I- U U M r- 13 o G z �c rn PCR CITY STQ. �� 13 co o rn �� LOT � cel r= U ENTRY IMPROVEMENTS ¢ Z Q �= C° co �� 1p z + 1+ Q II dS o z cn p'� 1x o + w 4 �� + z cn o co + cn + ¢ I N PLACE o [if o Cn N z Cn �o v co Cn co cn PLAN !�(O. 5045 + o x O �, o oo Q I I o o x ± x C o w N rt�Q` -- 15 Cb q�' n In v� - + x - + x rn O z aG� f w + c�� _ - V EXIST. R/W+ x + ox �o + x ^ w o rn w `'� �, �, _ d w 4- �w 18 ''' _ _ _ 1 - - - �° Cbl 26 - - 26 EXIST. R/WLOT N �11 EXIST. R/W L.O.S. LOT G 20 L.O.S. 27 p 27 23 - L.O.S. LOT F o`� F� -- _ _. _ h - _- 200 _ 00 - .. 1 - - - -- - cn ^�-ER1S1= ttJR$ 6U1TEI� `� 16 + \ �� EXIST. CURB UTTER - - v 2 I a �� - -- -�_ i _ ' �G 20 � I �� 4 ��' '� �, EXIST. 14' ��' ��' �� '- .,. - O ��" O °� h F 3 O ti O• - � 20 ^� 4 17 O ^� F ��- �p �� 1� F `ti Cb 5 O G LS\WCUT LINEEXIST. CURB & GUTTE �� F �G ��° 2 �op' ��' WATER O �� O ti _ �,. ph ti� O O� 01 0� O`_ I _ Op. oog• 17 �O�OF51 `� �1SAWCUT LINE `5 �' O- O ._ - O h O 1 �� O �°c�O Wi ,�... O °' _- ---- 00' 0 9 8 19 �� O,EXIST.EWER Cb - __ - _- - ---- - ----- ---- - p 1 1 +00 1 00 N 89'22'55" Ezl3too I x+-08�N 89' 2 55" 7+00C5 10 00�. 3+00 _ - - p�4+00 0 5+00 1- _ 0- -- --- -- -- .r II .�.1 - OEM- 1 - - - __ . / C 26 T - o --- -- G i' �- -' _ - - - <b z ST CLEXIST. MEDIAN �� _ - ST CL ^ t �G a0 �� O`'• 1\ 1 - �I 1 �F g 9 1� 22 o h`tihF`' 1`° F`' 0� Oh. _. _ EXIST. MEDIAN°' � p ``� -- Z ODS cb EXIST. MEDIAN o >- • p°' O� 3 EXIST. SEVER N ° O CROWN LINE * Q O� EXIST. SL � - EXIST. SL EXIST. CURB & TTER ---- rn o __. _ _ _ EXIST. SL ._ _ _ o� ' .._ EXIST. FH o -- --- - EXIST. SL.---�--�-----�_.._..__..______.. _.. ....... . ........_._w.-___..__ � __�tC_____•___ /--EXIST. CUR &GUTTED EXIST. STORM I • o -- .. o _ ___ ;; DRAIN' 27 --__ v __ _� + z ¢ �O �C, _`__O _ p��'�, MATCH FXTSTiNG + z --- - __ _ .�.--- - -- _._. o -EXIST. FH --- ca`L �.,. .._ �p �� . O� F� 0 F - 27 0 0 0 z _ --- - •�°�. D� �^� - - 1 DECORATIVE PVMT. w - _____- Q.� o -.� ,_ ____._._��_. _O o, cq ^-3-__.._- O c� C3 �. � z , EXIST. SIDEWALK O '� U ti C v ' EXIST. SIDEWALK °� i� IN KIND U -___ Q o / s CIO U C) EXIST. R/W O 0 om °� w _o m p`l. c� p - _ �� oo co Q z r7 Z Oo z o Z Cb z 0 0 Z U + �T ¢ 6; ¢ r> Q ,,- { zc~nl�n o a I Z o + C) z_(nr7 � 00 C _.. p t J Ox+w +w -Z O OX+w +w +w { CONSTRUCTION NOTES .I �wco MoalF�r � M www I ; ;` ;I a / �� AN �r'" A MEDt 1� CONSTRUCT 6.5" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL 1RQIGATIONNOTE: COYOTE CANYON ROAD COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). SYSTEM As OCONSTRUCT 8" CF P.C.C. CURB &GUTTER PER CITY STD. PLAN WEEDED *REMOVE ANY CONFLICTING STRIPING BY SANDBLASTING. DUNCAN CANYON ROAD 19REMOVE EXISTING MISCELLANEOUS STREET SIGNS. N0. 1000. 10+81.64 CL CB 5+51.70 CL CB �3 CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000 20 CONSTRUCT 8' WIDE MEANDERING DECOMPOSED GRANITE W=4.5 ,V=4.5 ,H=10 W=14.0 ,V=4.5 ,H=10DUNCAN CANYON ROAD REFERECNE DWGS. MULTI-PURPOSE TRAIL (DETAILS PER LANDSCAPING PLANS) p� �G �9 ��G� STREET IMPROVEMENTS DWG. NO. 3800 ® CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN 21 PROTECT IN PLACE EXISTING STREET LIGHTS, FIRE HYDRANTS AND ��>�srj �'`h��-�� 0,.5`l� SEWER IMPROVEMENTS DWG. NO. 3801 6 No. 1003. OTHER UTILITIES. ,� ^� ��` c �' STORM DRAIN IMPROVEMENTS DWG. NO. 3803 O7 CONSTRUCT LOCAL DEPRESSION AT CATCH BASINS PER CITY O - 22 GRIND & OVERLAY EXISTING AC PAVEMENT TO MATCH EXISTING `_._ T _._._ �� ___. __ BENCH MARK: NGS: EV9118 BASIS OF BEARINGS: OF FONTANA STD. PLAN 3003 (W, H & LOCAL DEPRESSION AC PAVEMENT. ^�� v� ��G� �O� ��' ,��'�, h<<'�, O�� 1.5 INCH BRASS DISK ON TOP OF THE THE SOUTH LINE OF THE SOUTHWEST CASE PER PLAN) p� 5 O� F O F O� O� NORTHWEST LEG OF EDISON TOWER N0. 23 REMOVE INTERFERING PORTIONS OF CURB AND GUTTER AND F 'S �`ti o '` F F 0 q� O QUARTER OF SECTION 13; TOWNSHIP 1 ® SAWCUT/REMOVE EXISTING AC PAVEMENT AND AGGREGATE BASE. PAVEMENT. OOH' 00'�� 4'��' �cb�' 18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S. OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE 9 SAWCUT/REMOVE EXISTING MED. CURB AND CURB & GUTTER. U INSTALL 3" RIGID SIGNAL CONDUIT LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD CASE "C" CASE "C" CENTERLINE. AND HAS A BEARING OF N89'22'55"E. 1 1 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 INSTALL #6 SIGNAL PULLBOX SCALE: 1"=10' SCALE: 1 "=10' ELEVATION: 1676.78 FEET 12 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET NO. 1. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CA O � � SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 13 INSTALL STREET NAME SIGN PER CITY STD. No. 4003. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �ROF� 1wn STREET IMPROVEMEN• 15 _ O `rG MADOLE DRAWN BY: O INSTALL R-1 STOP SIGN PER CITY STD. N0. 4003. ? Z 9302 PITTSBURGH AVE., SUffE 230 r SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 3 No. 36637 - ; RANCHO CUCAMONGA, CA. 91730 SCL/CV TRACT NO. 1M 16 ADJUST MANHOLE TO FINISHED GRADE. TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ,� * PHONE 909-481.6322 DIAL Exp: 06-30-12 E veering Communities for Life FAX 909.481.6320 DESIGNED 0 BY: BEFORE DAYS BEFORE D CAN C VqN I 17 ADJUST WATER VALVE TO FINISHED GRADE. s� �Q LP/TM YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qT C/V►�. �� FOFCgL\F�DA CHECKED BY: APPRO 18 REMOVE/RELOCATE EXISTING POWER POLES, FIRE HYDRANTS, ELECT. TOLL FREE 1-800-227-2600 STANDARDSIN EFFECT. L A EXP. PULL BOXES, GAS VALVE COVER, MAIL BOX, VAULTS, ETC. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RCE 36637 TM r CITY ENGINEER R.C.E. 51152 d:A126-2500\street\StreetOffSite\Street020S.dwg, 5/18j2012 24247 PM, dja: CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 89°19'40" 35.00 54.57 34.59 C2 90°40'20" 35.00 55.39 35.41 C3 89i 16'46" 35.00 54.54 34.56 C4 90'43' 14" 35.00 55.42 35.44 C5 07'07'30" 31.9.13 39.69 19.87 C6 180'00'00" 2.00 6.28 - 9 SAWCUT/REMOVE EXISTING MED. CURB AND CURB & GUTTER. U INSTALL 3" RIGID SIGNAL CONDUIT LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD CASE "C" CASE "C" CENTERLINE. AND HAS A BEARING OF N89'22'55"E. 1 1 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 INSTALL #6 SIGNAL PULLBOX SCALE: 1"=10' SCALE: 1 "=10' ELEVATION: 1676.78 FEET 12 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET NO. 1. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CA O � � SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 13 INSTALL STREET NAME SIGN PER CITY STD. No. 4003. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �ROF� 1wn STREET IMPROVEMEN• 15 _ O `rG MADOLE DRAWN BY: O INSTALL R-1 STOP SIGN PER CITY STD. N0. 4003. ? Z 9302 PITTSBURGH AVE., SUffE 230 r SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 3 No. 36637 - ; RANCHO CUCAMONGA, CA. 91730 SCL/CV TRACT NO. 1M 16 ADJUST MANHOLE TO FINISHED GRADE. TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ,� * PHONE 909-481.6322 DIAL Exp: 06-30-12 E veering Communities for Life FAX 909.481.6320 DESIGNED 0 BY: BEFORE DAYS BEFORE D CAN C VqN I 17 ADJUST WATER VALVE TO FINISHED GRADE. s� �Q LP/TM YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qT C/V►�. �� FOFCgL\F�DA CHECKED BY: APPRO 18 REMOVE/RELOCATE EXISTING POWER POLES, FIRE HYDRANTS, ELECT. TOLL FREE 1-800-227-2600 STANDARDSIN EFFECT. L A EXP. PULL BOXES, GAS VALVE COVER, MAIL BOX, VAULTS, ETC. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RCE 36637 TM r CITY ENGINEER R.C.E. 51152 d:A126-2500\street\StreetOffSite\Street020S.dwg, 5/18j2012 24247 PM, dja: