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HomeMy WebLinkAbout5319-1 • • • -< , „ .1.: .:.._ 1 ¢ ...._ - 1 z.�R #19 Defer to RoadNo.zooe /cg-/os r < y y BBNCri .- i 1rii - a , f : i. ; j 1 = L (/ Chis C) on walk of Building .. �.__' # • f f M a <-- •• • 90 East and 60 No . o Mulberry ave r -_ { ( ___1--1-4, k5)."‘4(0 Elevation-991 . 445 { • - - t • t , fl . ,,- +-i- . t ,3 3 - -/".. ---- -r TBM. Located .high point of fire i- i [ ¢ _ ;_ h drant at South East intersection • , f - C _ i of Slaver Avenue and Calabash - t is :: . ;:„ .. _ . , ; k <. , • Elevation - 995 .015 I H IMI • yytt . 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No 93l� OS/ I3 < V r d k . CIkfr . - 3 A.P No 23G OB/ /2 • o I ,�� a a +� v o- b.. NtlElo :� y i -• C. ♦ X lE F Y y y�i qi o. n �n I` M h ib it F o h i� V co L o F n 5' s J ° a $ I. m rn w o a4 a ii o ° : EAST/M4T� D� QUANT/E S 5 �° a x x w 3 I. It w m ^ v, v I. �� 30 b,F AG. Bbrm 70 B& Romoved • .• 469.9/ G.F B'"cc.. Garb Gu/1cr ' ' 5737 SE (%.# n ) 4G. ietavGine✓7/- 6,84.75- 5F. Ac.. oovenr`n t To Be Removed .. ..DIRT owAce IOW - GENERAL IEUI ES: - ("60 z✓'.F. P. G,o an t-a. Ap/vv/; , ' , 33' 1. All work shall be done in accordance with this plan and the Standards . iRi N.I,`PAOM TO ea 'o` and Specifications of the County of San Bernardino. -- r - 22 // CONSTRUCTION NO'P£S P2 2. All pipe lines or substructures of any kind shown or not shown on this \\� /2 O Const, 8" P,C,C, Curb & Gutterper Std, X115. plan within the limits of this development or in adjacent areas where 8. At the completion of avis \ \ = "- improvement work is to be done shall be removed or relocated as required P g, a materials report shall be submitted to �\ \ © Const, 0,25 ' A.C. Pavement over compacted native soil, - at no expense to the San Bernardino County Transportation Department. the Contracts Engineer of the San Bernardino County Transportation De- C'�\ �� - O3 Const. 2' feathering to existing. responsibilitynotify agenciespartment listing all tests of determinations comp)' ted to verity: It will be the owner's res onsibilit to all concerned. �� • _ _ Const. Commercial Drive Approach , (a) R. Valve, sieve analysis and sand equivalent of aggregate base. ,v I -OD per Std. #129 W=30 3. A permit will be required from the San Bernardino County Transportation h 0 8 _L e q / 5 Saw cut to neat clean edge. Department prior to an encroachment or construction within the Trans- y, .oil content and sieve analysis of asphalt surface. 4/ t _ S 9> �z�=t��s¢Z- L2.So% J/6,3j j o � !�' O Remove Existing A.C. Pavement, portdtion Department Easements or Right-of-Nay. . (b) Sta4ilit b 0 A' �8/, 9. If asphalt concrete is to be placed directly on subgrade, a soil Steri- % `n/`r�> 'e © -�_� O7 Install Type "L" Marker. -_ _ 4, Adequate stakes shall be set by the Engineer to enable the Contractor )ant registered by the E.P.A. for use under A.C. and P.C.C. shall be - - © 0 O 0 to construct the work to the plan grades. Remove exist. A.C. Berm. uniformly ap lied at the manufacturer's recommended rate for the full PARKWAY GULV�RT our it_ 5. When asphalt concrete is-placed on native soil which consists of a rocky• pavement width prior to paving. P TYP/CAG SG /�� O Remove Existing Tree material , the subgrade shall be prepared by removing all rocks that pro- 10. Transportation approval does not include estimate of quantities. • - • - PLAN Sec ii, Adjust ),rater Valve TO ';rade trade above the subgrade andel] voids or depressions shall be filled with No acnce - - ---- - T-q� -- 1�1- Remove & Reconstruct Driveway as Necessary graded mate material ofa qualitybetter than the native material . 11 . Curb and gutter, ross gutter and spandrells shall be so constructed /- a finalr n-� r,e e.w�e Mita.c. - 6. All sewer, gas, and water mains and laterals shall be constructed to each that a minimum of ponding occurs; sections having gradients of 0.50% r•:::" . - - per- STD 128 A individual lot rior to y, or flatter shall be water tested in the presence of the inspector / immediately prior to tract acceptance. Sections which have water pond- paving. A I ' 'o' - T. Compaction tests of embankment construction; troch backfill , compacting ing more than 6" wide or more than 4' long shall be sawcut and removed 1 original round, and all subgrades shall be in lengths not less than 4 and replaced to reduce ponding to the _ 9 4 g performed at no cost to San , �l Bernardino County. A written report with these compaction tests shall maximum specified, i rl • be submitted to the Contracts Administration Division of the County • - ul I Face .4K�hoJ Pdafes- Transportation Department for approval ; prior toplacement of base mat- - srx"' a".3a er.fals and/or surfacing. 12. All 0.40X curb grade lines shall be staked at 25' foot intervals and ( w,as .,.ewra g' by g pouring concrete. �s oak u -�'COMO fCrmS certifie0 en sneer before c. • A A' G A, cC SECT/ON A-A -SECT 10t-1 ��.7� /N�. BOOK REF. OF SAN BERNARDINO W• v" "�O• • FIELD COUNTY i STREET IMPROVEMENT PLANS No -GA E- NO 9CALfi 9587 .4�row & s�/te „N„ ROAD DEPARTMENT ♦ A A • ROAD NO. Contractor agrees that he shall assume sole and complete responsibility for jab RonahO Cueamogyo, C4 9/7jQ DESIGNED BY DRAWN BY CHECKED BY APPROVED BY C�4L.4BA'sN aVE 200250 site conditions during the course of construction of this Project including safety o`all - ROh/ MLA at. S personsproperty; 4 PP Y tj " (7/a) 980-,Z// (� e-AsT SIDE- NORTH ' or ' .HAI/T andthat this requirement shall apply continuouslyand not Le lin: :„.24.4::,,,(,,,, ited to normal working hours; and that the Contractor shall defe>1d, indemnify and E' \ SUBMITTED BY c.D.E. SANTA, ' ANA A /�: /07 hold the Owner and the Engineer harmless from any and all liability, real or alleged, -;�S', 61/144‘4, "� ASST. COUNTY ENGR.-ROADS DATE VA/V T� /TNH e,. RECOMMENDED/APPROVED BY in connection with the performance of work on this Project, excepting for liability �,,,,,Lr` Jomars Kodatif Rce 33792 PLOT PLAN /39 /GYn Q , SHEET / of / P g / EXP. 6 d 4 •28 8' arising from the sole negligence of the Owner or the Engineer. Dora �/� 8f0 8�osv �--- NO MARK REVISION APPR DATE ASST ROAD COMMISSI NF.. NGR DATE COUNTY ENGINEER DATE AK N ' 5 o 23(o OB/ / f/ • 5319-1 ,