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HomeMy WebLinkAbout4289-2STREET IMPROVEMENT CONSTRUCTION NOTES: \ SAWCUT & REMOVE EXISTING A.C. PAVING. \— SAWCUT & REMOVE EXISTING PCC CURB & GUTTER. PROTECT IN PLACE. + : w • r U 4 r. CONSTRUCT 5.5 A.C. OVER 12 COMPACTED NATIVE SOIL Ui �. C7 :a D s `I \ 4 �CONSTRUCT ,8" A,,C. OVER 12" COMPACTED NATIVE SOIL. I r- 13 13 13 I U m �`' ;, �ca>i -' ; I \ CONSTRUCT 8" PCC CURB & GUTTER PER CITY OF FONTANA DWG. NO. 1000. 6F W ;STA: 538+81.24 BCR cn • rn --� ___..__-_,_-___,�-____ ____ ' • �' 8\—CONSTRUCT 6 SIDEWALK OVER 12 COMPACTED NATIVE SOIL, PER CITY OF 4/ S�C¢G v Co + w J f,.r' l J FONTANA STD. DWG. NO. 1006. FF (ic q 8 ��, .. N .. ! ROPOSED RIGHT 0 WAY TO BE DEDICATED i - 8 ~ W .. 1` 3f N c I `n REMOVE RELOCATE EXISTING CHAINLINK FENCE. EXISTING RIGHT-OF-WAY S Sy _v' s - , XISTIN .GHT ©F WAY 12 12 / _m/1'. 2919 1818 q 8P 2POWER TELEPHONE UNE 1 POWER TELEPHONE _ L!NE 07 13 INSTALL STREET LIGHT PER CITY OF FONTANA STD. DWG. NO. 404. o-- 5 5 f g „ . _. .. - — _ - ' TO BE INSTALLED BY OTHERS). , MINIMUM. FEATHER OVERLAY 1 M U < k i a WID 091E 01� 12' It EXIST. UTILITY DRIVEWAY \ f, r� N '7' \ \ 7 \ ` \ \� : \A\WCUT �\E \ \ \ 2a \ \_ a \ �/ 17 RELOCATE OVERHEAD ELECTRICAL LINES UNDERGROUND. REMOVE AND DISPOSE OF EXISTING \ \, \ TIT \ \�y\\, ��lOi3'10 2�F E� \ \may - \ 4fi \ ::: _� �, I POWER POLES. (TO BE INSTALLED BY OTHERS). Q p —W -—W---W-- —W— — —W— W— --�"J— W— —`. W ---W-- W 1 —W —W-- --W W o._ p --- STREET LIGHT(4 RIND LIMITS RIND LIMITS _ \ EXISTING WATER UNE7 _ SAWCUT UNE ® {, - g 18 REMOVE EXISTING DRIVEWAY. EX SEWERLINE N M N CATAWBA AVS N U E �, .. I r EXISTING STORM DRAIN) 04 VALLEY BLVD` -- REMOVE EXISTING REINFORCED CONCRETE BEAMS EXISTING CATCH BASIN 4 15 — 14't YNDE�+o+---_•_�_ ms`s ��;` --1 to ;�_ �� ----- _--- - ----— \S GH CONDUIT PER SCE PLANS. _ - r - o -- - _._ - - O _o \,o o U - — __ _ ---- L0 -04 I 64 PAVING LEGEND: _777-- .�'-� N H F- 1 i (n V) C0 V) ------- DENOTES A.C. PAVING LLJ > U) W " ------ DENOTES CONCRETE PAVING JW Z) W) 0 w m L11 ------ DENOTES REMOVAL Q CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT 1 68'59'05" 44.00' 52.98' 30.23' 2 13'37'31" 106.00' 25.21' 12.66' NOTE: PAVEMENT SECTIONS ARE TENTATIVE. AT THE COMPLETION OF ROUGH GRADE, THE SOILS ENGINEER SHALL DETERMINE THE FINAL PAVEMENT STRUCTURAL SECTIONS. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CATAWBA AVE N U E } z QRw�lOFESSIO,y J\ QpuL ViN� �F STA: 11+70.00 - STA: 20+00.00 --I =------- DENOTES .10' GRIND/REMOVAL h� U ,QR) F2 2C Q CO � z i Q w I- No. 37356 % m ------ * Exp. 6-30-2010 * ............... -DENOTES .20' GRIND/REMOVAL `P�q) CIVIL F OF CA\-\F� • PLANNING • ENGINEERING • SURVEYING 11860 PIERCE ST., SUITE 200, RIVERSIDE, CA 92505 951/343-8686 VOICE, 951/343-9931 FAX 0 20 40 80 120 160 SCALE: 1 INCH = 40 FEETV/000A------- DENOTES .33' GRIND/REMOVAL FESS Prepared Under The Supervision Of CITY OFFONTANA, CALIFORNIA QRO/pN� ��o QPUL triN� ��` m DRAWN BY: STREET IMPROVEMENT PLAN SCALE: 1„=40' U.1 I- No.37356 ;5m GEG D�- Exp. 6-30-2008 -'�D k it DESIGNED BY: CATAWBA AVENUE DATE: J' �Q- AUGUST 2006 Q -RECORD DRAWING” %%1108 PV Of 011u1�qTF OF CA �F��� vi 1011/07 GEG/TV STA: 11+70.00 - STA: M+00.00 - _ Date CHECKED BY: APPROVED BY I DWG. NO.: 7Q REVISED TC ELEVATIONS �� d% V Fh �! �4�0% ��� � L4) a Q S/a/0 `j 2 TRAVIS P. VINCENT JR. RCE NO.: 37356 TV REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ':&1 CITY ENGINEER R.C.E. 51152 4289 5 CD 0 0 N