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HomeMy Public PortalAboutBofors Inc. Grading & Drainage Plan - 2090 South Delaware StreetREFER. TO THE SITE P LAYOUT DIMENSIONS. CONSTRUCTION CONTRAC ACCEPTED CONSTRUCTIO REQUIRED TO ASSUME S CONDITIONS DURING TH INCLUDING SAFETY OF MENT SHALL BE MADE T NORMAL WORKING HOURS TO DEFEND, INDEMNIFY ANY AND ALL LIABILIT PERFORMANCE OF WORK FROM THE SOLE NEGLIG ALL WORK OF A SOILS BACKFILL AND COMPACT THE SOILS REPORT DAT THE SOILS ENGINEER S fireEPTS SHOWN ON THIS NEER MUST BE PRESENT FORMED AND TO PERFO SITE WORK SHALL BE D MATEO AND THE OWNER. �. 7yp T-�.TTyn�Tgg O,s �J''2X14,14 /1-LITOTl1EP IGIR Rf THEIR OfFA7S 81$QM]SI11gUDu'TfO'�,Of$RWS��ttoliP,EMS WITH 36"SF��P 9144AN IWG • FACE. - eAr ,L AT EACH TO THE LGG`/rL?(; FACILITY AN 177"" X NE22' SIGN TERING NOT LESS THAN ONE INCH IN eaa f oarsed rj/rpa;#0.9SICU'S NOT DJSPLAYING DIS- 4 DS OR LICENSE PLATES ,,,ISS-- ,cX/,r./4.4LAT OWNER'S EN$ v Ti, 4©�4 I AY BE RECLAIMED AT OR •)i %406, 14r,J#6' c.'vrcyB.9fiN TOP GAAr6 ,9.9dS6Vr traae /Nn/6fr .940ai IEv e1-rc# mime nnirtin,1c6D conic tF7Efin P/PB ,° 57 W./A 7s7 Co9:c /7Z rqo ¢ exo.ww r -3'X O SSI v A% PD57 07 6.97E kv/ PD57 Cap. Zn HISS", 9 SAZ, 97B'SL IW,'S ff78.C,C IK/ GRADE "FP• 7-9/d'- s//b'?ssorcoo szsrs LL PERSONS AND PRO APPLY CONTINUOUSL NOT C AND CONSTRUCTION O RACTOR AND HOLD DESIGN PROFESSIONAL H•' , REAL OR ALLEGED, IN ( NNE (,•1i N THIS PROJECT, EXCEPTING LI NCE OF DESIGN PROFESSIONAL. 0 I' ATURE, INCLUDING U DERDR NdHIN•, ON, SHALL CONFORM ¶O THE RE00 D TIO D 9-7-5$ BY /Lcar, F• C ALL BASEROCK SHALL CONFORM TO THE PROVISIONS OF CLASS 2 AS C TION DEFINED IN THE CALTRANS STANDARD SPECIFICATIONS, AND IN ADD ENC.b7:/tom, SHOULD BE ANGULAR IN SHAPE. IT SHALL BE MOISTURE CONDITION . •• • • _ • ; :TVE COMPACTION BASE LL REVIEW AND APPRO LAN. A REPRESENTATIVE nwu .aiau .LTb. °NATION � "a"'5-Aa"'.Q/n5 //17 .. /e a„ DING S semrlAirmeessr,cp CONCRETE OVER 6, INCHE H GENERALLY "- •'-7,4 f f, 3/a" rows/one COR W/oOJus7 SKESOU@ OR WILL BE g RADE SHALL BE 1 `OMPAE9PED "P0'A¢D OF 8 INCHES, M •' JDB-��'11LP' �"`v ' I/Mr795 % RELATIVE COMPACTION AT 3 PERCENT OVER OPTIM OJECT, MOISTURE CONTENT, BASED ON ASTM TEST PROCEDURE D-1557-70. 'S REQ"IRE- TO LIGHT DUTY PAVING SHALL BE j INCHES OF TYPE B ASPHALT CO - 6^ cnepE'i1Sr FOG SEALED, OVER 4, INCHES OF PRIMED CLASS II AGGREG :S ROM BASE. HEAVY DUTY PAVING SHALL BE j, INCHES OF TYPE 5 ASP 4# , S, L,FOG SEALED, OVER $ INCHES OF PRIMED CLASS II AGGREGA BASE. PAVEMENT SUBGRADE IN CUT SHALL BE SCARIFIED AND RECOMPACTED TO A DEPTH OF S INCHES MAINTAINING 95 PERCENT 6^'c.4.T4M-E COMPACTION AT ,3 B ABOVE OPTIMUM MOISTURE CONTENT, BA ON ASTM TEST PROCEDURE D 1557-70. S OF OF SMITH RANDLETT FOULK AND STOCK, INC. IS OF WORK ACTUALLY DESIGNED BY SAID FIRM. 6E -GRADING WHERE SHOWN, DRAINAGE-AND_UNDER- PIPING. APPLIED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 94, "ASPHALTIC EMULSIONS", & SHALL BE APPLIED TO ALL VERTICAL SUR- FACES OF CURBS, GUTTERS, CONSTRUCTION JOINTS, & TO OTHER SUR- FACES DESIGNATED BY THE ENGINEER. PAINT BINDER SHALL BE APPLIED IN ONE APPLICATION AT A RATE OF FROM 0.02 TO 0.10 GALLON PER SQUARE YARD. THE EXACT RATE OF APPLICATION WILL BE DETERMINED BY THE ENGINEER. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCLF*U TH THE LATEST ADOPTED CITY STANDARD DRAWINGS AND SPECIFICATIONS. ALL WORK SHALL CONFORM TO THE APPLICABLE CITY ogaNANce Iit5eIt' le"wr - L HOUSEKEEPING PRAD'fCIM BiUPLn9Bt'OBSERVED AT t AL COURSE OF CONSTRUC I ICING -or wok, - - - - -T-HE S I DEWA LK -AND/BR--S'FRBET WI LL_NCT_ B E_ ALLOWED P MIT IS ISSUED THEREFOR. THE OWNER'S REPRES 'LL BE A oN✓'I,PGC r whiten /reo P teA' C//7 of J.9x�/I2.QTfo "0#.4 9pf' S ..raw - I14G '� OA /OR DEPTHS • EX iNDER- ao IMPROVEME PLANS WEI: OBTA E; SUpILTI*•RG1j'HE • TRACTOR II CAU- g ?TIWflL R "• L THE TYPES, EX..7z iii"Mbet ERGROUND UTIId-O TIES (A 'R ONA U7F �'i H 1�; �}�j' E TO OCA D BEL1 E)�}'E LL KNOB.; jdI%ER�TD ` CITIES) . ri ENGINEER AaUM NOS +•. :e ►v FOR THE COM OR ACCURACY 0 H DE N> - ,• • UNDERGROUND UT WHICH MAY BE U ER , UT ICH ARE NOT SHOWN RAWINGS. V�] �y�� _ E7 WHE CONTRACTOR SHALL NOTIFY USA (UNDERGROU SE:i CE ER Sei' aa3-�`aa r, U BEFORE BEGINNING UNDER OLWNDOO WORK FOR VERIFI TION O THE LOCH ION OF UNDERGROUND 6IL IA`S.? ASPHALT PAVING 0 > Ch V RAIN WATER LEADERS AND MAKE CONI CTI�N>QO't WN. ALL RAIN WATER - ADEE�iALI B� O�P ES OR BE CONNECTED HE Y * IPi�S.o BASE ROCK AND m EXCEPT WHERE SHOWN DIFFERENTLSi0MbgN AGE PI SHALL BE PVC PLcm �S— TIC GRAVITY SEWER PIPE WITH INTEGRAL WALL JOINTS. PIPE AND FITTINGS SHALL MEET THE SPECIFICATION D3034 FOR SDR 35. CATCH BASINS SHALL BE SANTA ROSA QA_S70PROD EXISTING STORM DRAIN, SEWER PIPE AND UTILI EXPOSED PRIOR TO TRENCHING FOR NEW STORM & TO VERIFY THE GRADE AND TO ASSURE THAT THE CLEA CE. SHOULD DISCREPANCIES EXIST BET TIONS D LOCATIONS AND THOSE AS SHOWN ON CONTRA TOR .1xEQQUIRE. ASSISTANCE HE SHA L FOULK & STOCK, INC., AT 415-368-1137 :EF DESIGN. ANY CONFLICT IN ALIGNMENT OR GR BROUGHT TO THE ATTENTION OF THE ENGIN:ER TO CON INUING WORK. INSTALLATION SHALL ,vrCONNEC'IION POINT TO ALLOW FOR GRAD A'= I+ Sp4S9RYitl6 ^'s Um,F.$S_A ySPECIAL_ THE TR INCH GRADE R W STRI IRE SH NTATIVE IN C URGE -0E-TER R - GRADE KES1PR OR TO !DIG — . SURVEY e• E GRADES ISHAd1L E SURVEY•R ENG O T4E HI 0 Z w