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HomeMy WebLinkAbout301 Hospital Rd92$5P,-8975 14.3228i39 Yea CJ No nc owner, ,f'3dh rtga ‘^1 - C..en4. 76 7_ PROCESSED ZCN1NG l• AFRO { StBBNISION .RACDNG APPROVAL l TO ISSUE SPEC:AL �i CONDITIONS ton; C work autho- aaaatlan of the to Wor'oner's L7 DRAINAGE P/C FEE: PERMIT FEE: C&D OTHER FEES' VIE Y OEPAPENEKT T11A USE OF STRUGT ,•nA h P% f -. ,. {l l x�� E.v^1a � NO W�+� //�� IP ? t& t"'L k. 1. KOL 6f t -tP e a S LtC NO � �`•.i5 q NEWPOWT LIE NO. YhA6 Lei " E T-y" """ p✓f X." NOL !C: ii-6L4 E' 2ONVN6 K BbtRRE APlR0 AL a, $ sl'} f " " • +tpifS4 k -. i,...AMP 1 ip HIES '-, 0'GF ATP tOVAL _ .,, 4.,'u# Tw, -' DES•=biFL',6�D. YJOFK }LAR cHs "T P DTNEIC - REPAIR AOPROAAPROVNL T .TOTAISSIJ L x r v£caM KWiae+fx al^ ty tx ' bctiLTuve EMaw tSEE Etna tATcx RO ,' / C(RTINtb a Eai+A.Y Pats'.' aaa TN � LLSAPP%C .r AT ATC F APhNT l - .Y , i.tGMNT' ,. T¢( OP /T�.P ,E eX i / .. N - r'4j ✓.• } •' IC s D IRS DECLARATION„ +, DANDER PFOv.$IONS OF CHAPTER S zw 5iON 1 OF THE RUff1NtSS AND (4f7 '£R DECLARATION .CONTRACTORS LICENSE LAW zOR INC c PN0PESNOMS CODE: ANY Gin, DR 011 ANCE CiLSCO atatkII0tS TNC DEMOLISH. `HC •S LICENSED hRSUANT TO LAO :CHATTER S 1CtMR£NCIN6 MESS AND PROIE*SIQNtc4Dt, Ot UA TAT ALLEGE, £rt£MPTIoN. ANY NT FOR A TtNMT Si*JtCTS TNT Aft FIVE MONONta bOLL*RS ISYMio-. C100LOr't£S WITw WAGES ASTNEIR SOLE TMl 5TRUCTIM6 IS NOT INTENDED OR WA TT AND at: PROFESSIONS kaTNT OWUTA O L TO AN OWN SA ligicetirreA THROUGH UGH- 0f tNTSNORPE NOT OR NOS° ON NG-v iMPRO ARC T IS FNYEN D£DaM. ON ..PROVEN Cho IS SO WORM • ILL Nav£ THE tURaEN liA PMWNGWNG MMSL Of SALE) Tyr c0HTRMCTINO AITA'LWtNltb IBCG. '044. bv*INCES AND E LAW DOTS NOT ARIAS? tO AN S THEREON AND WHO CONTMAGTs LICENSED PURSUANT TO tNC t kP C. TON THIS REASON N`r:A PERIOD OFt6O-OA' tEt RNis SECTION NttO *y l ctft:V, THAT IN T R, PITIITE R TRACE N Tlmow .c TOR ISSUED, SMALL NOT ONNAT ARA KiISGN. Ou ANT YANntt'tO SUS#ECJ;TO ME WONAR .CCIanorADOT.s**s. tlita MIA... tCCV41t tiNA11t:Ct"TC¢rYNv7 ia-zY`JIYY3:I' SM}TL"SUCM'P SPECTC£.`2 ATION j; REIPsF`H4iCiNG STEEL PiESLAL SHEATF It G FRAMING DRY. WALL r SUSPENDED CEIL'MG dSUL ATiON ANAL CERT. OF OCCUPANCY 02,10'1995 17:05 FROM D.A. BOYLE ENS. CO. 8044DAVI ENGINEERING Pebruary 10, 1995 City of Newport Beach Building Department 3300 Newport Boulevard Newport Beach, CA 92658-8915 Attention: Rick Higley TO 6443250 Subject: Civil Engineer's Confirmation of Line and Grade for Street Subgrade Hoag Hospital -pest Service Road Improvements Phase 2 Grading Plan Check No. 430G-94 P.02 This is to confirm that we have reviewed the following portion of the above referenced project for line and grade location, and find it in substantial accordance with plans. 1. Street subgrade in the three parking spaces south of the Cardiac Services Addition and surrounding area as shown on the attached plan. eph L. Boyle RCE 44497 4B: ib H17-100-03 cc: Dennis Cox Mark Company 2098 South Grand Avenue • Suites A & B • Santa Ana, California 92705 • (714) 957.8144 • Fax (714) 957.8499 d'_019 ! / / 1'=O5 0 0 0 2 0 O J FRON D.R. BOYLE ENG. CO. �5^ B)� 22'50' 442'W CONCRETE 61.23TC 60.7.E 5 P.di ,u , • ''i 0 W h 4 'N1 2 4aa 60 SI.. p O et i II -IeO II 3 ELcr.~SC?, I I an Q 4. �3J A ;�I1 y VW 1 =_III x 4 O 2D 6 hid~J 11 0 �s i W o LA Il2 EXISTING FENCE PROTECT IN PLACE APPROX. LOCATION EXIST COLD JOINT WV ASPHALT ?LL CC JQ SC BB LLaa 62_MTC G.91FS T � -3 V pa a a A s c r\° r 1Pregssurted by SS a a R a all a MOS • _ ROE OF ORS& AA IS 1104 -a 160eebTC ls9_ - . E CR-JOIN EX. CURB ER-EOISON EEEC. v PROTECT IN PLACE 0 ©ROPERTYLINE N 3_ - WEST SERVICE ROAD BENCH MARK, ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. 8.01. NB 2•T-77 ALUMGRIM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACFIC COAST HIGHWAY. ABOUT 400 FEET EASTERLY FROM BALBOA. BOULEVARD IOR SUPERIOR AVENUEI ONTHE .SOUTN- WEST. CORNER OF A 7a43 -DOT CATCH .BASM.-RE CAP BEWG 42 FEET,BACK ' G€.LJNE D$Re FACE. Set tett eirent. TOTAL P.03 Lae August 5, 1986 Hoag Memorial Hospital 01 Newport Boulevard P. 0. Box Y Newn rt Beach, California 92663 Attention: Mr. Dubby E-nins Director of Architecture & Planning Gentlemen: Founiation Soil inspection Pro sed Temporary Foundation 301 Pad (Our Job No. 8-85146-8) As requested, we have inspected the exposed soils ,for support of the concrete foundation pad which will be used as a temporary location of a mobil MJtl trailer. A permanent MRI facility will soon be under construction at another area of the hospital facility (our Job No. B-86155). Our professional services have been performed using that degree of care and skill ordinarily exercised, under similar circumstances, by reputable geotechnical engineers practicing in this or similar local- ities. No other warranty, expressed or implied, is made as to the professional opinions included in this report. The proposed foundation pad will consist of a concrete slab 13x50 feet in planned dimension and 15 inches thick. It will support a trailer with an estimated weight of 52,000 pounds. The trailer will be stabilized by the use of leveling jacks. The maximum soil pressure under the proposed slab is estimated to be less than 600 pounds per square foot. The new foundation pad will be located, in a paved area between Hospital Road and the existing power plant. The site is generally! B-85146-B level; however, the southerly end of the construction area is adjacent to the top of a 2:1 (horizontal to vertical) slope which is some 8 to 10 feet in height. After the asphalt paving was removed within the proposed founda- tion area, approximately 6 inches of subgrade soil was excavated and replaced with imported Class 2 base material. The base material was compacted and the material was tested by our representative with results in excess of 95% compaction. Prior to placing of the base material, our representative examined a- ; probed the exposed subgrade soils beneath the proposed pad. The subgrac soils appec.r to be fill material which were generally firm except at t:..: extreme south end of the foundation pad, immediately adjacent to the top of the slope. The softer soils at the top of the slope were removed to a depth of some five feet below the bottom of the proposed foundation pad. The overexcavation was backfilled with com- pacted and imported Class 2 base. The overexcavated area was also extended sufficiently beyond the origins?. top of slope to provide a sufficient level area for a 7' wide sidewalk. The sidewalk will be used for access to the trailer. The subgrade soils underlying the compacted base materials are fill soils for which there is no available compaction data. Con- sequently, it is possible that some settlement could occur within these soils which could result in some minor settlement of the -proposed foundation pad. However, the trailer which is proposed to be stored on the pad is essentially an independent unit. It will be supported on leveling jacks which will provide both stability and a method'' for maintaining the trailer in a level position. In addition, we understand that the trailer may be moved periodically and that Hthe.. use of the foundation pad will generally be of limited duration, while there is some possibility of minor settlement' occurring, theihospital is aware of this possibility and is willing to take the responsibility of any con- sequences due to the settlement. Based on the intended use of the foundation pad, and the capa- bility of being able to relevel the trailer on the pad,' we believe that the foundation soil conditions are adequate for the intended purpose. We suggest that the area adjacent to the foundation pad and the access sidewalk be paved or that the adjacent ground surface be graded to minimize moisture filtration into the underlying soils. In addition, the area adjacent to the pad and sidewalk thouldl be monitored" on a routine basis to determine if corrective procedures are necessary.; The hospital has indicated an understanding of the potential for maintenance. and is willing to accept the responsibility for the performance of this temporary facility. B-SS146-E We will be pleased to be available to work with the hospital staff in evaluating the performance of the foundation pad and .providing maintenance recommendations, if desired. Yours LeROY very truly, CRANDALL AND ASSOCIATES by .'%'fin 490 ht James M. McWee Senior Vice Presi nt R.C.E. 11833 (Exp. 12/31/88) AS/ak (4 copies submitted) cc: (1) Taylor and Associates, Architects (1) Taylor and Gaines, Structural Engineers (2) City of Newport Beach Attn: Mr. Richard Higley, Grading Engineer CRANDALL AND ASSOCIATES x;r>uhing geotechnical engineers i213) 413-3550 INSPECTION OF FOUNDATION SOILS g — 4 Jot, Name- Ai`..+. Tess: by :,s ar,C the soil con re:Orf dated A. 4EC Job Number' B-Ps =eft- ,tr 7pAlt r--- 2 D Soo_ the following foundation excavations were inspected conform with the findings of our foundation. `ram' 67 cao) r 4 eLL, l--- A. LeROY2.i AND 05.101`r4,TES ey r'Irf.i..44 NOTE 0 T^:s inspectrcn does not cover footing Iocation, size. depth, re'ngorcemem armed Goes not constitute authority for pouring footings wr out City ap000vai. Loose and or sett sods must be removed prior to tine! approval.: C Pouring FORM 303