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Home My WebLink About3800-9to 0 00 0 �tl� 7� O AGT 16325 WILDWOOD � L ; TR ARY 22, 20' i BOUNDARY Z� O r BOUND Z o r r~ PROP. 18" WTR PER DWa NO. 365`1 r 8, O J QUALITY PIPE III J J o I 6 6 • 0 PER DWG. NO. 3803 6 I I I /� > � 2' I 132' PROP 48" SD � o ; ACCESS o --A LINE OF SIGHT I LINE C- 7" o I u' S=300'; V=40 MPH 12' 20 20 2 PER DWG. NO. 3803 PROP. 10'Wx8'H RCB '- �''� - 6 RAMP O- I D !! m cr-1 .61 .65 ECR BCR UNE "C" o J r 2.09 2_ i II J v 22 23 PER D WG. NO. 3803 �V ,J 46 r m r) C. �� Fi" 5 �y --- 20�TJ w + +00.11 J CN Z 12 G'L'' 2II- 1 )`� r } R��y `V - 1:IT 4 - ^ _ :A_: .M, _ _. _ n - ,, n EC � DRI ETA �� \ rt ROP _ 4 0 - 1 _ _ . - • - . = 25f '� o CURB & GUTTER 2 �� ! Ofr _ _; r.- .:�; TC �: 6 n . T. ?, ... i.�3:5.�9 2723 z / DRIVEWAY SECTION 5 0 . ^ : - _ ` " o Q J % yf (� DRIVEWAY APPROACH i :1 J_4 •_ �.+ C 45II� 5: 0 b 46.24 UNE OF S n..r�` n PROP. R/W 1 p 20 t' STA. 20+49.82 ��•a \\ _ L.� .�:_:z. ,. ,. 5 45 � --� �-Tc 17 5=300. VZ4 _ _ - - 4A ^` - _ t�-.27-1-00STA. 20+97.46 •68 \ ,. 45-4 7 17 _ - - - - - - - 40 MP_2 Q2 PROP. C - - -_ F �. A 7 p �o / �� N.T.S. 4g BZ ON � "_" :,. �• - n _ - TC _ --- - - - - - - _ _ - /L • ' NGL �= • . '. - 7 C- 0�' 0` EON .. q•P 1 _ _22 - _ - - - - - PR- C;OP. 2 2a `(5 r1ERE 0 _ •,- ' ,. _ - 4 7 g E 19 M 24 Wq �R G•��P�pJL ��'S - FZOp �L� - FS 1 \-\\ (PHASE 1� - N f SACT BOUNDARY_ Q Mik� 27f 0071 Q� ^` n 2 -co N _ 2 = _ -1 p f p0 0 ROADRUN _ 9 � :. -2 \i 19 _ --- • � .~ • - a _ . _ . _ `49 � __ K - n .. ,; . . • n _ ° DEERW NER A �' SO 3�2 � � � r qq.2 N \ P _ �, • --20 _ � fQQ _A/ 11 2 OOD AN A C L /IVT 2 NO' i TG , _ - L Q _ 1 52 93 _ \_ . ' E C/L 0 PRlOP OCG• i i � 441 - 19 \ -rI .•- � ' ^- • _ � � � _ � PROP. RAW _ • a - N /_VpT � TC .n� "�.-�'� - •. .� . PGR 'a \ \ .; . - -, n - INT cv (� 1 �� \ PROP. 30 SD 4 , ,, • . G �p 39=1,1, _ 17 -�- O ` - 4 .. �•" t,J,C.�'i p 1 ROA - , C-6 E 29 ROP O ROADRUNNERLANE C�L � /// PER DWG N0. 3803 -1 25f27• 174 1 52 81 PER DAG , 22 52- LpW00D + / 1 1 23 -1 11 1-Z5 FS 62.40 NO 38 _ -?n - _ O• QQ� `og' '. ' o• -�� 33.65 ,� 1- N // LINE OF S/G J Fs -\ F - _ - - - _ _ N ^ o CONSTRUCTION NOTES f .� r �� o , / �� S``30p, V- HT / �• - : A ..\ �, 52.61 ND ��iQ -7? CT B w i F r �- / �� 40MP v r',,�; _ 7 \\ 19 6 �p 0p _ OU�V O �. "� f 1 H y. �� - FS 7 s E_ DAR y ss 8,3 O r� ' , �-' 79 L _ _ o Tom-- _ 1 A CONSTRUCT 4.5 A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE C.D• R�W �J 6'`s1.0 "'_ C � PROP � � � � 5S 71 ~ O S.B•C•F• L INT• o 8 5 ��: 2 c 41 SUBGRADE PER STD. PLAN NO. 1000 SEE NOTES 31 & 32• & TYPICAL SECTION \ R p C �L /'RO �� _ ( ) R 0 MENS RUNNER OA CHANNEL C L/iV P '24„ S - • z. ... --__` 0 P 100 EPSE +79 47 ROAD ER CRAWFORD PER D c_5„ D Ec _ - P SS 2O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN N0. 1003 ��(� .n0� N ON,�R0\, 20 7+86.54 HAWK PER DWC NO. 3741 J` J WG IVO 52 R II51.96 6 �•: ` iJ 3803 15 Tc Fs I ;;, - -, n TC 4 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) 9 12 C• EW P1L 00 J r� -, 52.02 EC pR� 0E� 0 RI F� ��2`� �� j I I Fs ,III 27�s R 4 ' �:: , PER STD. PLAN N0. 1015 oP. 3G. No- P G•F �' • P R/W I 6 I I I BCR 21 I r jf Z 4A CONSTRUCT DG TRAIL PER LANDSCAPE PLAN V 32 32' 5219 TC � f r '' PE �) 22 12 1 ' , LINE Q 5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 20 0I ' OF SIG1.1 r O 6' 6' S_,300I v_40yP 7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 ACCESSO� 0 10 INSTALL STREET LIGHT (9500 LUMEN HPSV, 100 WATT, #10; 25FT) r 2 0% RAMP � DWQ No.37 %� r, _ PER STD. PLAN NO. 1016 2.0%- ► r % 12 CONSTRUCT DRIVEWAY PER STD. PLAN NO. 1005A BASIS OF BEARING FES$ MEANDERING 17 ADJUST SEWER MANHOLE RIM TO GRADE BEARINGS ARE BASED ON THE WESTERLY LINE OF LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER F�0 GUTTER SIDEWALK 19 ADJUST VALVE CAN AND LID TO GRADE THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 5 0• C APPROACH LEGEND: 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Centex Homes20 ADJUST STORM DRAIN MANHOLE RIM TO GRADE ALBUS-KEEFE and ASSOC., IN z RI VEWAY SECTION AS SHOWN ON AMENDING MAP OF TRACT NO. 137501 1265 Corona Pointe Court 1011 N. ARMANDO STREET Cp rn FINAL LIFT OF AC PAVEMENT PER GRAPHIC SCALE 21 INSTALL BARRICADE PER STD. PLAN N0. 118 FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879 0. 8 20+62.60 40 0 20 40 80 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY ANAHEIM, CA 92806I NTRACT STREET IMPROVEMENT PLANS RECORDER OF SAN BERNARDINO COUNTY BEING Phi (951) 479-9300 Ph: (714) 630-1626 3 1/f Z TA. 21 + 19.2.3 - 22 INSTALL. 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES NORTH 00'30'24' WEST. , Fax (951) 372-2819 Fax (114) 630-1916 cS' CIVIL �� 3 _ . - 1 " = 40' . N.T.S. BENCH MARK: Q REV. REVISION DESCRIPTION DATE E CITY DATE FQF CA`\F� SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 3 ��oR�O v�wi�� o��os/a • • �OFESS/0 CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE � � Q N AEI--ICASC . INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 2 A0940 sffEET 12 1 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��5 D • CU��, E ice[ G� I I\I E E IZ I N G STREET IMPROVEMENT PLANS SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 REV. QTY.; DELETED "NOT FOR CONSTRUCTION'; �� p , Z COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �' `P '2�, 937 SOUTH SUITE 5010 LATA DRAWN BYCS ROADRUNNER ROAD CLE: AS ABOVE FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER '�' m NO. C041983 z COLTON CA 92324 + DATE: FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES, MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/08 P DESIGNED BY: O _ 70 SO OF COYOTE CANYON ROAD ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. � �C (sos) 783-0101 FAx sos 783-0108 OS To ± S OYOTE CANYON ROAD SEPT. 2004 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG RELOCATED STREET LIGHT &STORM DRAIN; ADDED P PAR Y: C IS D. UMMINS R.C.E. NO. 41983 MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TML FREE 1-800-227-2600 INTERSECTION &REVISED MEDIAN CURB; ADDED s�q�F CNIL F��\P P. r • 3/ /08 CHECKED BY: APP/7-D BY: I DRAWING NO.: 9 Z r le , NAVD 88 -1508.56 (FEET') A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF CAv\DATE. S SBC ��M, C EN (NEER R.C.E. 51152 DATE: 3800 f2 FENCE GATE 10 PAVEMENT & DRIVEWAY DELTA/BEARING RADIUS LEN./DIST. TANGENT A 14'55'05" 875.00' 227.82' 114.56' B 11.49'58" 897.00' 185.25' 92.96' C 85756'50" 30.00' 45.00' 27.95' D 88'09'49" 30.00' 46.16' 29.05' E 32'52'56" 853.00' 489.54' 251.72' F 14'52'19" 897.00' 232.83' 117.07' G N00'00'39 "W - 123.84' - H N00700'39 11W - 173.47' - I 87'35'40" 30.00' 45.86' 28.77' J 93.09'52" 30.00' 48.78' 31.70' K N00'00'39"W - 173.47' - L N00-00'1 7"E - 148.79' - M 17'58'07" 875.00' 274.41' 138.34' N N00-00'1 7"E - 199.30' - 0 N00'00'17"E - 199.30' - ROADRUNNERLANE C�L � /// PER DWG N0. 3803 -1 25f27• 174 1 52 81 PER DAG , 22 52- LpW00D + / 1 1 23 -1 11 1-Z5 FS 62.40 NO 38 _ -?n - _ O• QQ� `og' '. ' o• -�� 33.65 ,� 1- N // LINE OF S/G J Fs -\ F - _ - - - _ _ N ^ o CONSTRUCTION NOTES f .� r �� o , / �� S``30p, V- HT / �• - : A ..\ �, 52.61 ND ��iQ -7? CT B w i F r �- / �� 40MP v r',,�; _ 7 \\ 19 6 �p 0p _ OU�V O �. "� f 1 H y. �� - FS 7 s E_ DAR y ss 8,3 O r� ' , �-' 79 L _ _ o Tom-- _ 1 A CONSTRUCT 4.5 A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE C.D• R�W �J 6'`s1.0 "'_ C � PROP � � � � 5S 71 ~ O S.B•C•F• L INT• o 8 5 ��: 2 c 41 SUBGRADE PER STD. PLAN NO. 1000 SEE NOTES 31 & 32• & TYPICAL SECTION \ R p C �L /'RO �� _ ( ) R 0 MENS RUNNER OA CHANNEL C L/iV P '24„ S - • z. ... --__` 0 P 100 EPSE +79 47 ROAD ER CRAWFORD PER D c_5„ D Ec _ - P SS 2O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN N0. 1003 ��(� .n0� N ON,�R0\, 20 7+86.54 HAWK PER DWC NO. 3741 J` J WG IVO 52 R II51.96 6 �•: ` iJ 3803 15 Tc Fs I ;;, - -, n TC 4 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) 9 12 C• EW P1L 00 J r� -, 52.02 EC pR� 0E� 0 RI F� ��2`� �� j I I Fs ,III 27�s R 4 ' �:: , PER STD. PLAN N0. 1015 oP. 3G. No- P G•F �' • P R/W I 6 I I I BCR 21 I r jf Z 4A CONSTRUCT DG TRAIL PER LANDSCAPE PLAN V 32 32' 5219 TC � f r '' PE �) 22 12 1 ' , LINE Q 5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 20 0I ' OF SIG1.1 r O 6' 6' S_,300I v_40yP 7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 ACCESSO� 0 10 INSTALL STREET LIGHT (9500 LUMEN HPSV, 100 WATT, #10; 25FT) r 2 0% RAMP � DWQ No.37 %� r, _ PER STD. PLAN NO. 1016 2.0%- ► r % 12 CONSTRUCT DRIVEWAY PER STD. PLAN NO. 1005A BASIS OF BEARING FES$ MEANDERING 17 ADJUST SEWER MANHOLE RIM TO GRADE BEARINGS ARE BASED ON THE WESTERLY LINE OF LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER F�0 GUTTER SIDEWALK 19 ADJUST VALVE CAN AND LID TO GRADE THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 5 0• C APPROACH LEGEND: 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Centex Homes20 ADJUST STORM DRAIN MANHOLE RIM TO GRADE ALBUS-KEEFE and ASSOC., IN z RI VEWAY SECTION AS SHOWN ON AMENDING MAP OF TRACT NO. 137501 1265 Corona Pointe Court 1011 N. ARMANDO STREET Cp rn FINAL LIFT OF AC PAVEMENT PER GRAPHIC SCALE 21 INSTALL BARRICADE PER STD. PLAN N0. 118 FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879 0. 8 20+62.60 40 0 20 40 80 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY ANAHEIM, CA 92806I NTRACT STREET IMPROVEMENT PLANS RECORDER OF SAN BERNARDINO COUNTY BEING Phi (951) 479-9300 Ph: (714) 630-1626 3 1/f Z TA. 21 + 19.2.3 - 22 INSTALL. 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES NORTH 00'30'24' WEST. , Fax (951) 372-2819 Fax (114) 630-1916 cS' CIVIL �� 3 _ . - 1 " = 40' . N.T.S. BENCH MARK: Q REV. REVISION DESCRIPTION DATE E CITY DATE FQF CA`\F� SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 3 ��oR�O v�wi�� o��os/a • • �OFESS/0 CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE � � Q N AEI--ICASC . INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 2 A0940 sffEET 12 1 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��5 D • CU��, E ice[ G� I I\I E E IZ I N G STREET IMPROVEMENT PLANS SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 REV. QTY.; DELETED "NOT FOR CONSTRUCTION'; �� p , Z COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �' `P '2�, 937 SOUTH SUITE 5010 LATA DRAWN BYCS ROADRUNNER ROAD CLE: AS ABOVE FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER '�' m NO. C041983 z COLTON CA 92324 + DATE: FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES, MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/08 P DESIGNED BY: O _ 70 SO OF COYOTE CANYON ROAD ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. � �C (sos) 783-0101 FAx sos 783-0108 OS To ± S OYOTE CANYON ROAD SEPT. 2004 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG RELOCATED STREET LIGHT &STORM DRAIN; ADDED P PAR Y: C IS D. UMMINS R.C.E. NO. 41983 MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TML FREE 1-800-227-2600 INTERSECTION &REVISED MEDIAN CURB; ADDED s�q�F CNIL F��\P P. r • 3/ /08 CHECKED BY: APP/7-D BY: I DRAWING NO.: 9 Z r le , NAVD 88 -1508.56 (FEET') A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF CAv\DATE. S SBC ��M, C EN (NEER R.C.E. 51152 DATE: 3800 f2 FENCE GATE 10 PAVEMENT & DRIVEWAY Jwy��A_ ��{•.. 1.;..