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HomeMy WebLinkAbout10.9-141AB• ,I SHEET�NUKX MONYREttlty CU�IILal SHEEP NO SHEET I E � ..' iRVINR, CA77FORNIA ' z BY s r� '� 2II; � . c it ,drs i &c i9AREtEN A. MINNER & 9SSOCIATE5 e cx�or;,� s� «� STRUCTURAL &CIVIL ENGINI�RS LEGEND s N07ES 3 � cvv oes �tzevna F ae r7 1� Ana �vs nonce. ENCJNEER'S STATEMENT AN o a_a am�W eonao r acou.a�ue oar Ac�ucr„ f 6 rug a i f _ 0 06 cN R �a ., A.. of C.�ev OUam�C oNs aUc�.arv. A'snr.� �� �la`'aw� � rs -ss V Approvetl By: Wer en A Maurer Date - /i'=r o APPROVED Florn Core Date C ty of Bakaraf eld Water fleeourcae Department APPROVAL RECOMMENDED. Pamala A Carr'u�l Date MONY RoeHy Capdela Senor Aeaoc ate ������'I�r�'"�- - u2 c h 1 ¢ it 1 i 4 9 con ..I RJ ������'I�r�'"�- - u2 c h dNRR � AS,DCIA . E5, & CI4IL EN GNN'. SFR 11 t2 02 1 i 9 dNRR � AS,DCIA . E5, & CI4IL EN GNN'. SFR 11 t2 02 q hA VO v L j8j6c FT, 583 5,t 540 �iWITH WAMPEDwA WITH WARPEDw i, EL ao OPP o c,av ours HA %D e e 0 5iWNT Ar / VeW owe DIS N GENERAL PLAN t°=60' NnKMEOI 61 oacRErE wALe FILE tAWA 0. ]RANsnON NEw DOGB(EO 0,2��� ELEVATION (LONGITUDINAL SECTION) 1"=30' of ,AAL A a.,� oRVER r —`1 .cot %Umbe ...i89. i9 r iA i' q hA VO v L j8j6c FT, 583 5,t 540 �iWITH WAMPEDwA WITH WARPEDw i, EL ao OPP o c,av ours HA %D e e 0 5iWNT Ar / VeW owe DIS N GENERAL PLAN t°=60' NnKMEOI 61 oacRErE wALe FILE tAWA 0. ]RANsnON NEw DOGB(EO 0,2��� ELEVATION (LONGITUDINAL SECTION) 1"=30' of ,AAL A a.,� oRVER r —`1 .cot %Umbe ...i89. i9 (Z '8s 19 iA S BUILT ""n.,wA. 1ItARPADI—C� ,wvERr sua a -AT E I Z CPAtli -TAAtNA i c `^ GENERAL" PLAN ,NA.vs. ncm _ WARREN: A. MINNER & AS(10UAIEE" (E _I r(�VPLI tmo 11 64 17TC 00K t° w6NaNE l3ei ( Ipu. �DLKI OVFF PLAZA PARKING L I NE A C PaifERj C 0 (LCA �eFti .'.. � , NgNAi (3� ARm f AFlA ',>,tEFY 17RI ¢exel�¢D,cutaiN,¢ X10' 'ICAC CULVERT SECTION 1" � joR 02-078 11-12-02 rT w �P ? I _ APP7„IGABLE STATE a' CAURNIA STANDARD PLANS JULY 1992 ¢ A 62 a sArrh Co . IX/LO PT P m,o._te azsvn„ ura PFS { o) e.forv_F fug ,ou., s .,eo , ,- fRNTRACTOR 0 v�Vr+ez IJ(AHEMCNIS- LEGEND .... M.,,m. - r —`1 .cot %Umbe ...i89. i9 (Z '8s 19 iA S BUILT ""n.,wA. 1ItARPADI—C� ,wvERr sua -TAAtNA i c `^ GENERAL" PLAN ,NA.vs. ncm _ WARREN: A. MINNER & AS(10UAIEE" STRUCTL-RAL & CML ENGIN :i'ER3 17TC 00K t° w6NaNE l3ei ( Ipu. �DLKI OVFF PLAZA PARKING L I NE A C PaifERj C 0 (LCA �eFti .'.. � , NgNAi (3� ARm f AFlA ',>,tEFY 17RI ¢exel�¢D,cutaiN,¢ joR 02-078 11-12-02 rT w �P ? 4 _ f I i F i CONCRETE STAN , PXPAPFT- AGERFEL PLACEFRMS WE35 -0 RIPLAP CEMENT SLURRY A RSA`° WENGNA LL 1/AT PARAPET y III s W RUH7 OF WAY s I�— -�— sons Anus SLOE EL 38419 2A E �WEar suB C0REIIEaeC coNceoe CAR WINGOVAU NE c _ 2 0 NG I cAM eSdOEURrTE II, WARREN WNCNAILL- UFERr BACILFELs �E ea;m° o`VBo� 6„ m N£w O°U&E BOX CULK4I a ENLARGED PLAN 3/16'-1'-O' EAST END - WEST END OPPOSFFE HAND P E SCALE f i i j el i � I i ti I JJ t I s Le Y 5 f Ll r ee XO � 1 b I i II 11 I� I V, A.i BUILT �30'I e ,III ENL.AFIGE.0xPLAN u. WARREN A MINNER & ASSOCIATES STRUCTUAL & CIVIL ENGINEERS NONE (661) A2,�A724 FAX (66e) 324-316 rcar:r�i qryLAqZ1_A®�Pev; Ib b5C6 Eti RAID NIALLE CT.7 ! YI[3iiry�' i Rn ae.� I x 4 cRAKEMf�ID CAI.FOFiIVA' Lil.. i N 02 0/8 11 12 02 SHE __OF 9_ it y Soo of — it y Soo :5 'x 5 -01f zo 0"f — — _ Rim l FACE aa 2 11 tiact 4 TYPICAL EXISTING CANAL SECTION LOOKING DOWNSTREAM) C� IJ QNER & ASSOCIQ CE£ & CML ENGC IEER NlpZAggppP77(A(pCR�UN;��W��C 1 C� I' D1 R iW fl k I :5 'x 5 -01f zo 0"f — — _ Rim l FACE aa 2 11 tiact 4 TYPICAL EXISTING CANAL SECTION LOOKING DOWNSTREAM) C� IJ QNER & ASSOCIQ CE£ & CML ENGC IEER NlpZAggppP77(A(pCR�UN;��W��C 1 C� I' D1 R iW fl I p AroPROXL— OU�ANPTIES I[[ 5 :EOL F G LOsi t 3/4"=t'—O" � s TYPICAL CULVERT SECTION k K f 4 j I j t !fl r 1 BARS) 2 OR III OR I . � IT ? Ile 8 M r�'�r j 1 ROOF SECTION 1 1/2"-1 O s _—_ s��TNVERT SMILAFl} CLIFF my TA Jo � I ROLL e rz� �l r tuRs) / S - INSIDE f.F J.' d or s EXTERIOR WALL 11/2'1 O SECTION kl AS BUILT 1 SECTIONS . ° WARREN A. VINNER & ASSOCIATES STROCT➢RAI, & CIVIL ENCN'EERS c PHONE M OAK ( )324 )iu dl : gqff�II ��{�CFALNlApZL7g+pPARiON'�O¢((TTLoi I Ile P"ga RAmT !all 0rA-I l 02-078 11-12-02 I P 1 I IT SOX I Cel CARRIER VER/ SYMMETRIC 10 11 r-. AI rsaRJ 7 P . WE E 6 J 1I �I A A 113 , d cc p { F /MIN PAIRS .I i ILL s I j{ . , L �3 loraj _ , OPTIONAL c✓Ns JOINT 71 m ISI aR. ell �, ® C ra �R� a _ ,ys - (U- Tel _— J c \I Ll STATUTE v'csrr Ps J. ®. (. SIRS) R IFIL {i a' o.o. M . _ x EE it deti .�Crenri .: sm sr.✓o AT LACH ENE OF j en, INAER.oNcr CULVERT{ ,ONS ✓olvr r ®Rz ..�. (o SA 7 j p � \\ 1 i Iia®11 —'^e— f- ,, .14 1 1 _ 11 111 C IIS - T d - I LSE Arm MAX E s) STA seR s SAR f z M. i e °" r p AroPROXL— OU�ANPTIES I[[ 5 :EOL F G LOsi t 3/4"=t'—O" � s TYPICAL CULVERT SECTION k K f 4 j I j t !fl r 1 BARS) 2 OR III OR I . � IT ? Ile 8 M r�'�r j 1 ROOF SECTION 1 1/2"-1 O s _—_ s��TNVERT SMILAFl} CLIFF my TA Jo � I ROLL e rz� �l r tuRs) / S - INSIDE f.F J.' d or s EXTERIOR WALL 11/2'1 O SECTION kl AS BUILT 1 SECTIONS . ° WARREN A. VINNER & ASSOCIATES STROCT➢RAI, & CIVIL ENCN'EERS c PHONE M OAK ( )324 )iu dl : gqff�II ��{�CFALNlApZL7g+pPARiON'�O¢((TTLoi I Ile P"ga RAmT !all 0rA-I l 02-078 11-12-02 I P s RF- �a L xW P lz o r J DEVILS ®�WARPED ='II� , AWA.I s� AR IFIT -rs �nc� % c WINGWALL SECTION 1/2*' 1'—O' gca,wi e raFuv,a v-0" SHOECRET WARPED WROWAu CUP Iz - F4 � c. su I Ice WARRED A — -- REOF LEAR �, ®,E" OF 77 l IS V ECAL CEPS WDEECAL m1LEVI µ x — a �VA wA— �, ®� J9 X�?DCWTT51 nEw OOCARE Or �CUIIiERT YEAt FRANCTUD- 3 WINGWALL ELEVATION 1/4'=l'—O" BOX CULVERT "oLLEDGE CMM AT EDI L IF a 5070AX or a r WARPED WINGWALL ELEVATION 1/4 �TO" e LOO KING DOWNSTREAM : -- ``''''`�` fa ®lz•o� LV re I � I • E!I�I h e 1MINQWAC.) 3ECT10N'� ND ELA.t MINNER & 9� IA A WARREN A M[hNER k AS EKES fl n I �I 14, " .11 ® / sTxucrmuL N RICDU AUMIN4ENGINTRAVT PHONt (661) 324 ATU FAX I AI Kv To iA7'I cK ®Aa l�-z 6cc 1 n`i3cova: PLAZA rz o . €. �.I 9 noHr.4 FE C ANAL #�yy lE-b 9AKEI�.D a�uja . WINGWALL SECTION 1/2'-1'—O" _ oz wa io iz o AI 14 A - [. Aw _ FILE SAVE, � , I a" ' I ossw rr Itis I rue ar�NroacrMc�Rroa ro �vr vsvcm -..0 i.�morz wn<t �o azo wac � � E� j __ f C( `_ � _f / c E _ i re � I .�� _ ---_ �... _ ,�,,, 15 ! �. ;- �o�r oo�n rti. - ®12' o.c. F z' POCIT]N11CVC BONOBPFAKFF SlFIP PLAN TRANSITION WINGWALL—TO CULVERT 1'=1'—O" CONNECTION a rae e u�vj Ar "ate°°®,� o u �wi wn eo ernxry s-av —__"� �TAANSfTION SLAB—TO—CULVERT 1"=Y—O" CONNECTION - �ruc r+css � E�Nr) non lwcsl csrniraa�nsriorEo, ' Y�I � i TRANSITION CUT—OFF WALL 1'-1'—O" I m.E.cn.c '..6-=� o PARRAL PLAN �_ -... sr`cnon reaor ' � -_ 1 s J n — 15 2. ry " / 1 � o� L 5 1 ��n ., r r ��,,. � . ry FOF WA[[ _. � i!i SII m r� la ®rz o r ' Y�I � i TRANSITION CUT—OFF WALL 1'-1'—O" I m.E.cn.c '..6-=� o PARRAL PLAN �_ -... sr`cnon reaor ' � -_ 1 s J n — 15 2. ry " / 1 � o� L 5 1 ��n ., PARTIAL 9ECTgN (CULVERT PARAPET DETAIL 1'-1'—O" is ;Erer. ® u yyy m 5 � � � 1 � sou �e� Q� � o�os ±fT 4 '.'T �w,� a � wa a� �� �. PLAN \—lc NanNc saR C -y NOSING DETAIL AT INTERIOR WALL 3'=T O" of eox cx�RT I r 21 ___ j 9 u 0/! �6� , F (qni ✓[gyp z pp { G7��C PUM1 SH ET 2 li i ' v � = i � �� � � , mr l��4r I n Ro. F �Ra � '�� � � � NOE HEYWAY � '_ OBVSf F rvNi saN a CONSTRUCTION JOINT (2 REQUIRED): 1"=T—O' FOR CULVERT WALLS AND ROOF.SLAB �- OO NQT :(/t ,Pcn�v' - R,-jiim Nr�( lKN �� �� �CONTRACTION.JOINT (2 REQUIRED) - I"=T-0" ' FOR CULVERT INVERT SLAB �-- i it FSS BUILT s I; i SI=C:TI�N oy-AND DETi1IL,,.9 € I ifARREN A MINhFR & A5:OCIAIE � � SPRUCTI{It4L & CI4II CNGI�6 RS $ �& ( (ctrl axe 7 iW COF AAAIiJ. eci �7f111B 2 � $i BA® pFiaD CALY()iWl�5 ! lE t i oz oTe��n Iz aa.� IDH �u��17 ',�� ��� �-"°��� 7 ��,,. ry FOF WA[[ PARTIAL 9ECTgN (CULVERT PARAPET DETAIL 1'-1'—O" is ;Erer. ® u yyy m 5 � � � 1 � sou �e� Q� � o�os ±fT 4 '.'T �w,� a � wa a� �� �. PLAN \—lc NanNc saR C -y NOSING DETAIL AT INTERIOR WALL 3'=T O" of eox cx�RT I r 21 ___ j 9 u 0/! �6� , F (qni ✓[gyp z pp { G7��C PUM1 SH ET 2 li i ' v � = i � �� � � , mr l��4r I n Ro. F �Ra � '�� � � � NOE HEYWAY � '_ OBVSf F rvNi saN a CONSTRUCTION JOINT (2 REQUIRED): 1"=T—O' FOR CULVERT WALLS AND ROOF.SLAB �- OO NQT :(/t ,Pcn�v' - R,-jiim Nr�( lKN �� �� �CONTRACTION.JOINT (2 REQUIRED) - I"=T-0" ' FOR CULVERT INVERT SLAB �-- i it FSS BUILT s I; i SI=C:TI�N oy-AND DETi1IL,,.9 € I ifARREN A MINhFR & A5:OCIAIE � � SPRUCTI{It4L & CI4II CNGI�6 RS $ �& ( (ctrl axe 7 iW COF AAAIiJ. eci �7f111B 2 � $i BA® pFiaD CALY()iWl�5 ! lE t i oz oTe��n Iz aa.� IDH �u��17 ',�� ��� �-"°��� 7 IN, RED AM CA I STOOD FJ` D 1 0 `DRIFT �` 1 / N P) ORM Al AD / CP 6 E / TRY Y, POS 0 E) ` PASCAL MAP NO zaiz tTRUE,_ �� � � OR POLL NOTES NO IN E� OPE 39142 PARCEL Ile BACK 953FACE 20OR \ }364 19 ASK OCIT 9 LIFE SOL 222/{ '�" 38 19 ,� ass ) OR gad ti BIGIt 10 0 NBC tE�"•� q E Po UE RSH / - 'TO j 1 t. E PPR rPOM GR OF 30, 5� X43 / y 34i-- I _ I CF UP I THAI ED ,AIN // ..1 AI NCSIR_,�a PLAYER (t N.M1l �11N AN EAA: ARE aq Fw AN f,..., >SEA ANY AT ' cs' VORAI aa— AN elx c�Do jo 1 s aIF s i( F, 5/a''"JOAN JAY\ z 'BASIS OF BEARINGS E1 383 54 _ _ / "- e BEARING or SHICHSHOU OF WE ustn as A AI »" - v e T COMMARco+ REAR, Nowa HEREON THE EL,3al Sa!)1 _ /-s9~ (£ BA55 OF THE 1 _ ''� C� \) ANY BENCH MARK;R '. ')9z eoPd Nu �, tl M acro WAY NC 1 �, Eifva naN �si(!3 AGO cin REN[w eoO/G/ 4. I� a � R.£vkR IF x-aE z ,yDOI STORM WATER NOTE E �/ F IT NO CARRIED CAME IS A BARRY WATS? EPOPOCAL RABAT ART ALL UNDERGROUND USLIHES OR ACTERES OLD WERE UPI f "3T6 00` dry :FORTHEARECRECONSPRIVATE FEE PROVISION ASSUALED NO RFAREASECRACRY OR O R' APPROVE FARM ANY Gus s � � `Bi �M PC g o MAN E"IS Wo K OF (N ME CARO secro � �I; — -A RIGHT—Or WAYS, PROPERTY LIVES OR ANY OTHER AVEYALRBARN0 TRATTARANO TO RECORD ARE INTEREST DOE TO HE FACT _ P �g Rr PRE -PORT WAS PROVIDED /fs ✓P T Ck_ E � TOWNSTRAMA OF DUE CLIFF Ep SOON OF PAVEMENT BERS UPSTREAM THAN COND REARGEOREV FEE EASED o TO TOP OF CURB RE>E All CACHE Y / FE ALV El RAFOR PARCEL MAP NO 7007 Go MADE BREAK �G / �- ED ®FILM PIRO INS MARKER REL drq L PEOR ELASTIC COUP TERS AEA( ATGE i r5j o A Ei BUILT HE STUNG ALI R WI N W O° i 06 ° ory N. 29Y c P SLIDES, is oP„ M G ROVER LINE ME CONABAUGOR STALL SUBMIT DETAILS OF LOT ME—HOD HE i Y� WAS �M x TO s )Ec C c E. PROVAc NECESSARY PREPARED By 4PPRIOR PAID 7 EXIST" EDTO USE ! �P'�/" TOf'0C3 AF';HIC SURVE: gj . — wsnw j �Cn ,0 WARREN: ,MINERSSOIATE [wsnrvc wcuno ADDRESS C)05 /r�-jST llCT&ENGINEERS 1718 SEE START, WARDERICY, CALIFORNIA E I SAME (661) ER4-9724 TO (561) TD, ROOK BAD t MROWSAYiN.AZAPAW 3iI v p ^PSr \ // 3NY t., m:criAIcnu-«MA:'�. cAr ""N''«-o�)oltPv. as AT cFti \ TOPOGRAPHIC SURVEY 1'=60' �' .� 02 opsDATEorcn 11-12-432 { AT T Imp DOM FOLK �� sit` BY MGNTOSH AND ASSOCIATES �' i- � 1D � I f I p (� n� � to. yaTO 'ADER,, A PaRTARI L�e FILE AGOOF Rcn PE VI i LearSee fure Dole Sends g? Legavere, Itabrack6 140 In let "ante.Maximum TRAFRC OVER CULVERT Videads are not scheme Over the cippent Adopt the advance has MMvmd` Levine strength of Spun phe �.... _...:_: _-61 AlLer The strength .:., ��,.,,,. only th /dote bs. o Ies .._ .. � Design Sharing Pressure 21Do ps fill add ImP11 I eamparde Sentimentalities rr, ^N m Nr m6a 6 ror these ) patented by Moore & pater Gnu to Section 19-J of The a em5ankerat soot p1 ear v ..we., cr...r, ., n.w.. .a ...,......ie. �........i,...... TIE OR STIRRUP STIRRUP REINFORCING PLACING TOLERANCES IDTH z %".TOR 4EMeE e' OR brie' IN DIETY '.on H. ,ups COPPER roau s - zv_ Degree - t I r , IN aw /' FOR CONCRETE BAR LAP SPLICE LF ncTMs _ LASS. �1 ° si ; Yen. Cover DO d� Bi 0 ®� �'�. ' GENERAL NOTES Frip_Be --= ER eq RS r a r 5' 2-2'. '3 -2 J 4 5. F caNcrzES�—� n COORDINATION:. REINFORCING STEEL (N = sD, Coo sru¢ spvcc , An') . DeBartolo RADIUS OF BEND coorainda me Work M had peaseed wide: Beas ashrovernee to Agree Acip Crude 60 l , Pit, Do haidercheed Main minfo��nt is to be Leverf hareiverea to the differs of the Cox ---J 'S FLES J6 & SMALLERWorst i ] N # r / / F elf TOO Buono _ ,eea n. 7 s o DR g14 k /ta - 0S FOR ai sy Contact Rom Core Temple VOCOCALS (66 Epb5 -3715 Submit shop drawings staffto Me 9 for his renew / —� "� 1 1 d t Application, r p STANDARD SPECIFICATIONS re i n rna tofrn y q ear is required s M/rv� All conduction mai che pordemand in accordance with the State of co)eedo placing OLrate BEND OFFSET HOOK REt - up edeportment Of Y one Ttondord dans" rc£ Laos adopt ry is , and r /orderfOL. JOINT SEALANT of �'., ''--•_' s DESIGN rer1 \�i m65+ 1. Ras <Uius z d `Y If sna✓ rte . - 2. SRF X, + _1 1 of r Tee e p thell cleaned by no be \_ %I 1 i / LOADING by e N / i c —ID 0 % /TOOKS cheap e t"v �r U point n, s /� Live Load I forms. ( J Load es «nre s esommem°wu 1 s'e ent-oh Load —ru0tvr' mo / - 21 CORNER PLAN INTERSECTION FLAN TO -O" EARTHWORK Fort 2 -PIECE HOOP PIECE HOOPI .... iei the mormure LerfG7N t 1' 95T at done hourlyof as dete�eiIa� by 2151M 1557 an metterver widefer v0RlZOV7n /5 w i uar CAST ON uEu aw BadIT The Contractor *ones to ran Larger vehicles ever the culamere, a sorption f the pace Is 0 "ante.Maximum TRAFRC OVER CULVERT Videads are not scheme Over the cippent Adopt the advance has MMvmd` Levine strength of Spun phe �.... _...:_: _-61 AlLer The strength .:., ��,.,,,. only th /dote bs. o Ies .._ .. � Design Sharing Pressure 21Do ps fill add ImP11 I eamparde Sentimentalities rr, ^N m Nr m6a 6 ror these ) patented by Moore & pater Gnu to Section 19-J of The a em5ankerat soot p1 ear v ..we., cr...r, ., n.w.. .a ...,......ie. �........i,...... TIE OR STIRRUP STIRRUP REINFORCING PLACING TOLERANCES IDTH z %".TOR 4EMeE e' OR brie' IN DIETY '.on H. ,ups COPPER roau s - zv_ Degree - t I r , IN aw /' FOR CONCRETE BAR LAP SPLICE LF ncTMs _ LASS. �1 ° si ; Yen. Cover DO d� Bi 0 ®� �'�. Frip_Be ER eq RS r a r 5' 2-2'. '3 -2 J 4 5. i everagodkin ereaddef e doing s e standard Dae for w,onrq creme. to boxforench the top 12� of the as sox component. find ° the m "°n shall rmara at exop of Me maximum mor, demake ITdoete%lend ey �TfPICAL REINFORCING STEEL DETAILS N T.5_ Santee e E CAST IN PLACE REINFORCED CONCRETE DetailSee e ss a'2A and ne2E of me stondara pane Or tm,m 7Etr esv rot San Secoms 51 of the "Stono vgene s mu. ?a CUup 1 ACT L ICRTme �R OFO� IL LLOW ('amor sr fe St I GRAVEL WERE ADDED a nil _ .... .. (' J250 ds) cormenc me W P OL TO OE OVER ` of F. GRAIL MUCTI, If Section 90 of m sreopme spe<novrdms TESTING S a Ee £ 5. upset lf x ua uc n �� .. .... T Y \ C 1 imicamin� to Section YO -201 of Me 9der .... Yy f este mo Y e Oji �� / r ��A I}IWHO_RK OUAM171�"§'li I1. de b M 90-4 of the nationwide Imported borrow, if required shop the approved by the quotmitiond engineer 2 rf� 5 if_ ;.; ,-aceta-�. © f r n approve] F r to f, placement 41 L uu OF ten e� v derop p he I q chase do NOT USED `once TYPICAL EXCAVATION CROSS SECTIONE nRith7vRE a^ MBALLS_C most nefm ndm4t(d1E / nl . C /- J dr°.ide rat. 3 Admixture by wil am An 65 tank at Cement odenappeds. . a / ) each concrete one sn°4.ret 2 1' 0 (' D uor IC. ACT BOphow �D dro.de y n/ BILLIPACROIC seta 800 -70 -Unto poody the ple of Take stores last and 3 concrete test Yp / 1 (he phonemes difer forms am Mundane at one cylinder at 7 dollar and another of as derver hould third partner placement Too If horpostrand compressive thentaho ;a not achieved LLOMIC Is Sonnet agrotratar to use manage mr p s s r for re.. _ i 5062 vmJ appee C1140�I�Women all aterde themerghp,\ll �\ %�J\ SHOTCREIE UNTI �n N@.. Biu n ,ten. � �I Q,.. Use w ra 53 of sronao pec feoton: reero are acceptable d m sonProvide tension tests of up Weakening ofo :denr.,ee. that A TYPICAL BACKFILL CROSS SECTION N AiaupnaF TO i te of "in Ultimate Consecutive Samoan at 7 knom 2000 psi 99Z COXIMCION Men Ultimate CompressiveProportions Operate D Los9� or GENERAL NGTEs CROSS SECTIONS - EXCAVATION AND BACKFILL 1•_1O AS BUILT: federal r an ao=ee antes ,pea aa�y- e of for over_ Curing Two them Mae; of on improved Obod going compound tea_ Test Thies (Mb or ) for each 1" d1�NAL PAYI'YJU'ANTTRES ,� —^--- si4"`R GENERq"1_".NOTES Test Pounds Mae required C 1approached of the Cebk i`lh.>(gg�1,NGlRAIJERI6N'r gNLI `i'Y SIGLAL'DEi'J.Cy3.:£i�l�h All r trading brivions, drooked Sandbulte or a TIME, makers my M used to form the summer advocate of the shoti walwai Saidecrem, may be shot be invoc�ed end approved door ep completion of that phaseCement; s too R ve sRue J WARREN A. MINNER & AJSOCIINTIS maintainindent addied' prompted earth for fibale- portions an the . and. estimatingpn 1270 cv 51RvcNRni c STRUCTURAL k CIVIL ENGINEETL o discommode o. Civerepper FILE Le fdwocsndgd�l for mperisheing oil Ispaing Oppandim ifeadvitude and di�sFons before capital or pereameage any moterral 9D Or 0tc ( wuGSJ PHONE ( ) (c1) i 24-5416 P LGelo_Lntre m aE S� GISCC7V5F4M PLAZA tAd4 9 L"+i'p `to - ae re thld am e ate, points before 'Koimi a �I�nn�'[:�t'U ' 164 OF R >EaI „8 ,cnLralwA ,a,,:: 62 Six cREmE' t ER.e/piud 02 O72% 11 12 ()2 $'s 3 Jew NOz Q9 1 l ,9 3 role Si D W t "ht anc o- g'