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HomeMy WebLinkAbout5707-61060 W LY TC 1060 CL 1060 E' LY TC t f i lil U U °° ~ U �N I 1060 ( U O to CD ON 00� + Ln m W LY TC PROP. TOP OF CURB o O + "' "' Z 150' CURB TRANSITION 0 22' W/O CENTERLINE o ,��, 0 0.95% 0 O � o '-4.40 - U m Oco pM MO p co to V) OOf m od Po Od NO 1M7� 110% I^ t O'�? r� O to NO "' 0.90%� W Uoo c.i o ,.� "'i� 1.25% M o + ,Mr, + to __ `, t?oo �� 0.74% 0.65% o m 7EXIST17NG GRADE J 1- o 0 22' W/O CENTERLINE Q WT CD °O r i + N N � MCD O coo 7 1 W 1060 00 O °O "' UJ W C L p N r o oo, � o � M cD + to C> N to O �� Z V� O ca o °O �+ U-) - Oco ,� M O + O O M ��. •, �. + V O CD � + 1_M M O -- O _ + N M O ��- Q v v EX. GRADE �- �- -'-- ® CENTERLINE 0 O c0 o n O O to O p "t M 0O 0 U')Ln + tOA O Ln ui M O � CD O M O �� M O f� O + U-)1 O ro N O O M M CD co + � `�- EXISTING GRADE +in / ;; o / ~f- `-"-" 0 22' E/0 CENTERLINE 30+00 31+00 32+00 33+00 34+00 C) o ., 0 ° + t°n M O r` J PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' 35+00 36+00 1060 E' LY TC 1046. i ALV," / B o6 25 / I 1058.56 1057.97 TC / (1058.69 0" CF �S(1058.45 ' 1057.99 TC / X1058.46 r. 0" CF / 1058.92 1058.38 •15" 1058.70TC 1058.39 QR) �,� 1058.03FL / STOP �O 13 / ' 1058.78 F 3�1�0 \� / GUY ANC is (1058. 1058.68 v0 / 1058.05 �0 0 / I x,1058.21 1058.81 /2" PP P5247 / (1058 97 SANTA ANA AVE. & JUNIPER AVE. S/E CURB RETURN ACCESS RAMP PER STD. PLAN NO 1003 SCALE: 1 "=20' CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT B 90'07'01 " 50.00' 78.64' 50.10' JUNI R AV NU CONSTRUCTION NOTES O SAW -CUT & REMOVE EXISTING A.C. PAVEMENT. WO PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS - 27 Ql0150'_CURB TRANSITION 0 G ---- --- - - 0 10 --- -- ---- Lu � O3 REMOVE/RELOCATE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W. 00 =w R 16 15 17 o a 23 23 6 Z 4O REMOVE EXISTING CURB AND GUTTER ��QJ0)m =0m Om �� 0m Om a0�u-O J d MO '4: OI OCD OU' +O ppJ OCA Z OCA OOJ O�C»U v 1 c° x, 4 m trim � o ad o p M a p p ri vi v� w W O5 REMOVE EXISTING SIDEWALK co +W 00 X�� 000OZ UJ to UJ UJO MW MV) O �O ln� to O(n� M +,x 1 o z +(n +w +¢ �- rri +O u- +N + �� �u- + + �'i + ULTIMATE a 3¢ + g + +x + O Z H M '"� �"� v p M L^ n po 00� '`> . M ¢ M d M O- � `n M M w M 6O REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003 M- � w ¢ X ,� cn �i w v tri v cn O N R/W w o O o N o ►a- N N `'' o z¢ o "'A > o F¢ -I � 0 0 c-:' 0 N a� 29 1 g 1056.41 TC EXIST o N 29 1057.72TC 19 a U, 0 U� 29 N U)N U) x N (n 1055.74FL - 1057.05FL u) U) cn cn + O7 RELOCATE EXISTING POWER POLE BY SCE - FOR REFERENCE - - ``' - R/w o 1052.63 - 8 REMOVE EXISTING RESIDENTIAL DRIVEWAY FS/GB M m 9 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000 R=0.73 �� ` \ �� \ `� 7�\ QWQ __ ,- 1 I 10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS) 5'\1053 _ - - 1058.52TC 30 1053.00FS -`=" a - - - f-ifaf` 11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003. e� m �N 30 _ N 30 30 1057.85FL -- --- -- 1040.86 IIM -. �•, -� 8 - -- '' �a NATIVE COMPACTED TO 95%) ,�, _ CT 4" A.C. OVER 6" A.B. OVER 12" OF C .. -T _ _ �` � � �-�' 1 � 12 CONSTRUCT �-� o - �/ �, -` - = FOR NEW PAVING IN JUNIPER AVENUE (T.L=6.5) _ ', ,oss �a ex / N + N -'FO Z (n 13 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) O + -• � � 56.28 __ - _.-,-_-' �wc-_o �r� - �..) M r7 m I ► _ <CL 0 ¢ g `� -_ $ i ? i 4 EXIST - FOR NEW PAVING IN SANTA ANA AVENUE (T.L=9.0 U,C Nm �� - - _ _ I • • "j 14 CONSTRUCT 5-1/2 A.C. OVER 10 A.B. OVER 12 OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0) r 1 15 REMOVE EXISTING MAILBOX � V j -j I 16 REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY) Q 17 AJUST TO GRADE EXISTING SEWER MANHOLE 18 ADJUST TO GRADE EXISTING STORM DRAIN MANHOLE 1g ADJUST TO GRADE EXISTING WATER VALVE 20 RELOCATE EXISTING FIRE HYDRANT (BY FONTANA WATER COMPANY) 21 REMOVE AND CAP EXISTING SEWER CLEAN OUT 22 REMOVE EXISTING GAS METER 23 PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS 24 REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS 25 REMOVE EXISTING STAND PIPE 26 REMOVE EXISTING FENCE PAVEMENT I ND 27 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. PLAN 1007 28 CONSTRUCT SIDEWALK AROUND OBSTRUCTION PER FONTANA STD. PLAN 1006, AND - REMOVE EXISTING DETAIL ON SHEET 2 AC PAVEMENT 29 CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD - CONSTRUCT NEW TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS ASPHALT PAVEMENT 0 20 40 80 120 30 GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN. - CONSTRUCT NEW PCC SIDEWALK GRIND AND OVERLAY SCALE:1 "=40' - CONSTRUCT PCC IMPROVEMENTS DRF 15-017 BASIS OF BEARINGS: BENCH MARK: p O SHOULD CONSTRUCTION OF THE REQUIRED oQ�t0FESS/pNq� Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA CITY OF FONTANA BENCHMARK NO. IMPROVEMENTS NOT COMMENCE WITHIN TWO ��``,�,PRD ST Fye, lhienes Engineering, In c. STREET IMPROVEMENT PLAN SEE DETAIL SHEET 1 19289" 289„ F� y CALL ENGINEERING • LAND SURVEYING C= '� 14349 FIRESTONE BOULEVARD YEARS OF THE DATE OF APPROVAL SHOWN HEREON 4, cv r' �„ DRAWN BY: JUNIPER AVENUE SCALE: FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF r � LA MIRADA, CALIFORNIA 90638 r PH. (714)521-4811 FAX(714)521-417J G P AS SHOWN POWERPOLE NUMBER 61319 AT THE NORTHEAST AND CARRIED FORTH IN A DILIGENT MANNER THE * R.C.E. N0. 56155 * FROM STA. 30+00.00 TO STA. 36+34.48 ECR DIAL TWO WORKING DESIGNED BY: CORNER OF THE INTERSECTION OF SANTA ANA AVENUE S Exp. 12-31-18 Q SOUTH WEST FONTANA LOGISTICS CENTER DATE: BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE S/E C RNER OF SA NA & CYPRESS AVE (PARK SITE) N AND CATAWBA AVENUE. YOU DIG YOU DIG 9J CSV 1� �� M.S.R. r ELEVATION = 1032.22' T❑LL FREE 1-800-2z7-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH F Fo OF � ate CHECKED BY: AP D � DRAWING NO.: 6 a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. CA` DArE:'�8 REINHARD STENZEL RCE N0. 5615 R.S. CITY ENGINEER R.C.E. 51152 5707 9