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HomeMy WebLinkAbout3800-5CD 0 00 0 .; �rJ1V J�%J Uf �-Jj l j__j'Pl,�, l �fL_j C.L. 16' DWY l ,J 64.26 \ 64.40 TRA A� 1 16290 7, EXIST. POWER POLE 35+42.51 r , C r 1 FS %-" PROP. 36 SD 1 PROP. 72 SD 1- FS PROP. 18" SD -r 1 ,I r, 1. {- LINE "C-3" TO BE RELOCATED 10 W=C.L C. BASIN :RCP -1322 LINE C �� F1\1 0226-012-44 /'.;< "- `• ':,�-�i \ „ _ " A�CX.�CC:RE3T WAY J �l � 1 J J � .:1 � PER DWG. N0. 3803 BY SCE W= 28.0 ; V= 8.06 PER DWG. N0. 3803 r 7 CONNECTOR PIPE "C -JD" pip DW� �. ,�p,�� W� EC 35+04.23 SEE DETAIL '�B� 35 TEMPORARY { , r„ I 1 C.L BASIN -P-A 1 I .� EXIST. POWER POLE 8 EXIST. POWER POLE LINE OF SIGHT J I , S \ f--�iE EON 1 `I 5, ' CONSTRUCTION EASEME T .a , `�� W= g• p , EXIST. PQWER POL 33+08.75 64 _j r V ' 7.27 36+97.6 7.00' LT ,p • ' ' ' \� , TO BE RLLOCA TED O- f" TO BE RELOCATED 34 34 TO BE RELOCATED r r V=55 MPH \ r� Itp , , �. S= 500 ; C. L C. BASIN B 8 { 34 .D �' _ - `` ' ( . �` • ` BY SCE BY SCE .) ' �•' 1 22 22 r r _ TEMPORARY �` ` + I ; BY SCE i ` 67.75 TC \_ 8 i �-- ----- ---- --- 28+51.74 6 �� 5 6, 5' •5 J 3 r W= 7.0; V= 5.0 BCR 12' 122 I �� + �_ ' EXIST. ELECTRIC PROP. OPEN CH NNEL 1 Q 0.5 -� I ' ----� CQNS U" TI N EA�SEMOV N \ �/"\ /� i ' 17 „ C.L. C. BASIN D 0.5' 70.42 I 70.46 TC LINE OF SIGHT B R ca TO BE REL' CA TED LINE PCs? ; V-5.0 BCR V=55 MPH ECR 9_� 2 I � LINA OF SIGHT i FST 20 N S=500 , EXIST. POWER POLE rn 34+43.26 , I T SCE PER,, DWG. NO. 3803 ECR BCR 33+29.25 17 „ „ S=50©; -V=55 PH , , �, - ECR \ 29+90.24 �0 EXIST. POWER POLE - w TO BE RELOCATED 2 _ - �� ilk d_ SEE-�rETgI �: �-}. N % ,6+57.68-4.5b�LT RIGHT OF WAY RIGHT OF WA 62.�58,_ L� 62.65 I J �, 28 76 6 62 '- TO BE RELOCATED ' J 1� J BY SCE 8 33+28.25 9• $ • : � % ER�ON � �? �-, i , 66.s8 TC TO B ACQVIREv TC TC + .24 2 68.61 PROP. R/W , BY SCE\, TO BE ACQUIR,� �` I r R W » » 76.24 70.68 . a C - - 3 5 - - - - - - 5 - i _ 1 '` DETAILt• a: TC. 1 < s :< a ,va: • .'' ii, is <• 1 ar .!. ,<.�,. t Z/ :T• a. r 11 .1 .n :• l _ - - - - i • a ` i •1 ..' r s, ,a.: c • i 'S 1 •`, . .1 Z ..• 1 1 <:i ' t• (fes} -F '..;•r'yi 1 4 7 I• 1. • t •a •i 1'• .. ... • • 1 . ', 'i a, • •j 4 1 :4 i.. • • '} ,,/ 1• ••• 'i i f ', i• ,,..,+ii l a' , i r a i <' i. `'. i . .' <• ,' 1.86 1 $ \ t♦ a i- - O i!• .i ., 2 ` a' ..• ••i } f • �i f a 1 • a.' •'..'i < -� ' i' . • U SCALE: 1 -20 'a. • ��� 2` ,..... i. - • .2 23 1 EX 0 4A - P 19 \\ Q �; 4A 11 61.8 rh'1 = _ - _ _ _ + - 7��- _ _ 69.30 - - p -- 31+13.26-4.50' RT N FS 5 2 N TC 2 q 22 19 70.7 70. FS A oo to "v� 66.01 TC - - - - - - 1 PROP. 18 SD C "� 23 f ��F.S 4 19 00 C° °' �O � ►� �v 2 19 - ,7 , � 19 '`�--------- _ PRO._ 1�2=.�VV� _ _ I - 75.94 -FS - ----- --- - -- _----------CQNNEcxj R�'IP �- - _ _ �-_ - - r i ,- - \ , - - • -_--- _ ---�-- --_-- --- ------ - Y W Q LINE OF SIGHT 70.72 D 65.25 TC - - 3 - - 63.17 TC I G �\ 6 FS 9 - �- \\ ' 2.."53�4� 9. 6-3.00' RT/' TRACT 1s3 64.09 64.94`- __ _� W �� - - - - - \ F 6 .3. T= - � ' �',` '�"''�BDUn7Q- -�- FS - 65:03 -T- 1 �3 +00 - �� ITC Uj Al N89• 03 E - -"-= = --' --- ___ - _ 7aT89' X03 E� \ _ _ PROP. C L i� T 31+49.26 31+93.26-3.00 LT F 33+31.28-3.00 L ACT BOUNDAR ,� _ _-_ _____�-,�--._, _ _ ��` ==f PROP. C L 62.47 \ �- -- -- -,1 •E: _.:, - - 4=�--3 66-�00 =--- _ _--.____-•__ _ _ _ - i _ �-- W Z 75.94 TRACT 16290 B UND - - - - - - - - _ _ - _ - - 65.32 TC 64.59 TC- - - - 63.26 TC � --, -6 TC E N LINE OF SIGH �- 65.30 S3- ' - "v, FS 64.57 64.49 63.81 PROP. 8 SEWER �33+33.28-5.00 LT ►� J 75.25 S=500'- V=55 MPH 1 N FS FS FS PER DWG. NO. 3801 63.27 TC II FS 19 61, 8 ; , -= 4+13f66_-5.0 0 R7 \ 65:70 TC ---"136\ +21 �6 = 11.0 30+ 73.26- 7.00 RT 17 - II " =fi2:5 Q '63.32 TC , -� _ _ _ �8� J ~ �'� 'L ! 9. 2 6:85 J 66.93 TC PROP. 12" WATER II • _ ��! - - -� �- _ 1 S TCti V 1 61.8 2 • .r r. i '. r •� Y .•'`µ: ' �'••4'!`i i .••,.. .If• 19 .y •.. a, t•.• / ;. i• 7 1. , 1•. .<a `tii.�1.• ••t•Ct•. ..L • � a .t. .•,i ., 1 • •. .t. ., •1 t• a .�. •i •, ,} , L• rj .,.. ,r f 1 a <e _ a •.i a .4 a• •'t l v . •• 1 -a , i r. r., ,'..e :e. .'a' f4 .ate' t S i r 1 • /• .f• it 1111 i•1 lam• , •a� '.a< i •�' 1. ,'1•' .2'. t. . ,• ,<' . .a•).W i 1'..i Li•1 •' •i' 1 'a' •. f. T i .. •, .a ii , t 'i t. 1• , ,. .<, a •.. as '-y.. i\i. Y •. < :i• •a ,F '.• \ .� [ /"t• ','tea 35+84.02 ,• r: .: r _ :1 '1 ••1 ti`.7'.' t• a' .i. }' r r 1 .a•.t t,' .J ri• ..1 7 •1 •+• 1. .< r, % , 1 1 , �.r. -, • :4 \\ \\ •\•=• -I / �i / _-_ \ 12 C.L. 20' DWY - - - ... • - - 65.53 64.67' 70.34' 0 70.00' 70.00' 4 71.03 127.57' ' - r.", 34+42.69 134.33' 76.60' 4 71.50' NL 68.42' 22 o PROP. R W N ` ` _ _ • 8 PROP. R/W o PROP. 8" SEWER 64.92 �� FS / PROP. 18 SD o al•: ? I - , / ►� °rte, 62.50 •oo, �' - 61 _'�� 35+77.68-3.00 RT LINE OF SIGHT A PER DWG. NO. 3801 + CONNECTOR PIPE C -3A l 64.87 TC + - -� + TC 9 1 r S=500 ; V=55 MPH l I / �.'a•' Nr 1 J 1 Qo BCR 11 C) Y DELTA/BEARING RADIUS LEN./DIST. TANGENT A N89.22'03"E - 339.01' - B N89'22'03'E - 527.68' - C N89.22'03"E - 452.24' - D N89.22'03"E - 531.28' E N89'22'03"E - 273.26' - F N89'22'03"E - I %-) G 180.00'00" 2.00' 6.28' INFINI TE H 89.22'18" 35.00' 54.59' 34.62' 1 90'38'14" 35.00' 55.37' 35.39' J 89'21'46 35.00' 54.59' 34.61' K N89.22'03"E - 414.53' - L N89'22'03"E - 358.31 M N89'22'03"E - 356.74' - N N89'22'03"E - 133.23' - 0 N89'22'03"E - 76.24' - P 89.59'15" 35.00' 54.97' 34.99' Q 90.00'45" 35.00' 54.99' 35.01 ' R N89.22'03"E - 102.32' - S N89'22'03"E - 303.80' - T 90• BAY TAPER - 120.52' - U 90.37'42" 35.00' 55.36' 35.39' V 120' BA Y TAPER - 56.77' - U 8 c° 33+27.68 �' T13C 34+41.69 8 - 61 43 c?� ECR t 8' BCR 37+43.46-7.00' RT ' 37+83.46-4.50' RT `/Ly,�, � •�•, ` /J/,j i 68.98 TC 70.09 TC • 4 34, 33+85.47 COYOTE CANYON RD. C L INT. 290+00.00 ROCKCREST WAY CIL +33.22 COYOTE CANYON RD. /L INT. ACT �' 1 J JJ = 1 + 8' �, ' ' 2'� 2� -33+94.85 ROADRUNNER RD. CIL TFM r~ � 16 3 25 •�. r.;�� / 1 I CONSTRUCTION NOTES . ` .��...•. � LEGEND:.Ro WAD SEE ��.'. 10O CONSTRUCT 6.5 A.C. PAVEMENT OVER 12„ MIN. OF 95% COMPACTED NATIVE 12 CONSTRUCT DRIVEWAY PER STD. PLAN N0. 1005A 64.02 x4.33 SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32, & TYPICAL SECTION) ��- /^y FINAL LIFT OF AC PAVEMENT 17 ADJUST SEWER MANHOLE RIM TO GRADE Tc O CONSTRUCT 8 CURB AND GUTTER PER STD. PLAN N0. 1003 TC �� �� PER I NTRACT STREET DETAIL B IMPROVEMENT PLANS - 3 CONSTRUCT 8" CURB PER STD. PLAN NO. 1003 19 ADJUST VALVE CAN AND LID TO GRADE SCALE: 1`_20' O ��FESS/O 4 CONSTRUCT SIDEWALK WIDTH AS SHOWN ON TYPICAL SECTION)20 ADJUST STORM DRAIN MANHOLE RIM TO GRADE BASIS OF BEARINGS. �Q N BEARINGS ARE BASED ON THE WESTERLY LINE OF LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER �i 0• CU PER STD. PLAN NO. 1015 21 INSTALL BARRICADE PER STD. PLAN NO. 118 THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP �� Q` �� 2� 4A CONSTRUCT DG TRAIL PER LANDSCAPE PLAN � � 2 � 22 INSTALL 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Centex Homes V 5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 ALBUS-KEEFE and ASSOC. INC. GRAPHIC SCALE AS SHOWN ON AMENDING MAP OF TRACT NO. 137501 1265 Corona Pointe Court 1011 N ARMANDO STREET 1983 M 23 RELOCATE EXISTING ENTRY MONUMENT 40 0 20 4o So FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879 ANAHEIM, A OST * EXP• 03/31/12 80 INSTALL STREET LIGHT (22000 LUMEN HPSV, 200 WATT, #20; 30FT) 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Ph: (951) 479-9300 PER STD. PLAN NO. 1016 �4 REMOVE EXISTING FENCE Phi (7`14) 630 1626 RECORDER OF SAN BERNARDINO COUNTY, BEING Fax: (951) 372-2819 Fax, (714) 630_1916 (p PER % CIV��" ���' 3 1 1 INSTALL STREET NAME SIGN PER STD. DETAIL 139 1l# = 40' NORTH 00°30'24' WEST. �c 25 REMOVE EXISTING SIGN BENCH MARK REV. REVISION DESCRIPTION DATE CITY DATE SEAL -ENGINEER ' CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q► O pF ESS/ CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE 3 � or os�r� • << �p QR p ��°AE11CASc Nq� STREET IMPROVEMENT PLANS INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE A2,,ADDJ�D, S H FST /2 �S d1 F E I\I Ci I N E E R I I\I G d3 d e b 7 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT <v �� �� jv_ SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 ­AAA WARMAAAAAM0 REV. QTY.; DELETED "NOT FOR CONSTRUCTION"; p� (1• COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN `f �, 937 SUITE 010 LATA DRAWN BY. OS FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 w 2COYOTE CANYON ROAD SCALE: HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER � No. C041983 � COLTON, CA 92324 ±585' WEST ROADRUNNER ROAD AS SHOWN ABOVE 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 DESIGNED BY: DATE: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. EXP. 3 31 0s Y PH. (80-9-)-)783-0101 FAX 909 783-0108 pS TR ± 414' EAST "FOADRUNNER ROAD SEPT. 2004 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG RELOCATED STREET LIGHT & STORM DRAIN, ADDED T PXREP BRED BY. CH D. MMINS R.C.E. N0. 41983 MWDSC 3 INCH BRASS DISK STAMPED 133A 1992'. TOLL FREE 1-800-227-2600 INTERSECTION & REVISED MEDIAN CURB, • ADDED 9�, C10- o��\P . DAT . 3/3 /08 •� CHECKED BY: APP 0 D Y. DRAWING NO.: 5 APUBLIC SERVICE BY UNDERGROUND SERVICE ALERT F OF CA��F DATE: • 1,7.6 SBC J_M, 3800 42 2 NAVD 88 -1508.56 (FEED FENCE GATE 10 PAVEMENT & DRIVEWAY CI Y EN.GINEE R.C.E. 51152 DATE.