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HomeMy WebLinkAbout17326 LAKEVIEW AVE_ 92-49 1. IN Chat OP EMERGENCY, CALL IIA D. GRAV WORK �gADIP� TO 1 2. TM[UNDERSIGNED CIVIL MNGINHER WILL SUPERVISE EROSION CONTROL 1 B 1 WORK ANO INSURE THAT WOiilr It IN ACCORDANCE WITH THE PROVIDED _----------�- -•1-- -'--'-"� PLANS, n ' • ''"r. 17 ppppOVtD 'EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND 1. ALL WORK SHALL, BE DONE IN ACCORDANCE WITH THE CITY OF LAKE MAINTALN60 DURING THE RAINY SEASON AND SHAII BE IN PLACE AT 10604 ++ 9�2 1 ♦ LAKE ELSI�R MIMbRE STANDARDS AND SPECIFICATIONS, AND THE 1986 U.B.C., 1 1 _ CHAPTER THE ENU OF EACH DAY'8 WORK. RCE NO. E%P. 1 � ♦ '+ M �' CITT CORK SMALL CONFORM TO THE CITY AND STATE SAFETY AND 2. A PERMIT SMALL BE OBTAINED VIRGIN THE BUILDING DEPARTMENT, 1S, ALL 7. SOUIPNmFt AND WORKERS FOR gMETHENCY WORK /RAIL BE MADE i 1 ..li• L CONSTRUCTION ORDERS. AVAILABLE AT ALL TINES DURING ONE RAINY SEASON. PI NECESSARY AY OF LAKE ELSINORB, PRIOR TO ANY OPERATION. �----_--MATERIALS SMALL 9E AV, ON SITE AND STOCKPILED AT LOCATION AND PROTECTION OF ALL UTILITIES III THE 7. THE DEVELOPER AND/OR CONTRACTOR SHALL ALL UTILITY COMPANIES 46 16. THE CONVENIENT LOCATIONS TR FACILITATE RAPID CONSTRLCCIOH OF HRB. PRIOR TO GRADING. RESi'ONSIBILITY OF 'ITIF. PERMITTEE. TEMPORARY DEVICES WHEN RAIN IB IMMINENT. i ` 1 WITHOUT THE APPROVAL OF ' 4. DUST SHALL BE CONTROLLED BY WATERING. 17• AN hPPROVED SRT OF PLANS SHALL ON THE JOB SITE AT ALL TIMES- WATERING. 4 DEVICES SHALL NOT BE MOVED OR MODIFIED - THE BUILDING OFFICIAL. •� =7= 5. CUT SLOPES SHALL BE NO STEEPER TITAN 2 MOAIE. TO 1 VERY.' 1/' BEGINNING FACILITIES I COMPLETION AOF CI`ltDING OPLL 8 IERATIONMED N' THE SITE FROM 5, ALL REMOVABLE PROTECTIVE DEVICE SHOWN INT SMALL IN PLACE AT THE ��--e--�-- ' UNLESS OTHERWISE SHOWN ON PLAN. WD Of EACH WORKING DAY WHEN TKB $-DAY RAIN PROBABILITY 1 i S9. AL:.SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL 9E FORECAST EXCEEDS 40% ���► ' i W 6. FILL SLOPES SHALL as NO 9TE9PER 'HAM 2 HORIE. TO 1 V[RT., L � OLESSI OTIj"ISVE SHOWN COMPACTION OUT TO' AND THE FINISHED HOTUHAVE LESS THAN PROVIDED WITH] 90pDAYSLAPTER PCOMPLE'TIONIDor ROUGH F GRADING. VERTICAL HEIGHT 6• AFTER A RAINSTORM, ALL OIL? AND DEBRIS SMALL 9E REMOVED FROM � •�.- IR(jL / ' NOTE: SEE LANDSCAPE ARCHITECT'S PLANS FOR SLOPE PLANTING CHECK BEAMS AND DESILTING BASINS, AND THE 9A9INS PUMPED DRY. •. 1 ---- i •� _ "-N r. SPECS. AND IRRIGATION SYSTEM INSTALLATIONS. ` _--___-. -- "'���> ♦ i lS� �i 7. !ILLS SHALL 9E COMPACTED THROUGHOUT TO 90% DENSITY AS 7. GRADED AAE718 AROUND THE 'TRACT PIDIINLTER MUST DRAIN AWAY FROM .�T,�. U W a,14. DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M. D-1557-70 TEST PLANTED SLOPES SHALL 9f. XATERED ATHEND RACITYINIS 1 LAME f♦_7nlF _ METHOD. UNTIL A COVER SATISFACTORY TO THE FACE OF SLOPE AT THE CONCLOSxON OP EACH WORKING DAY. .�.I�SM � � ESTABLISHED. t. THE CONTRACTOR 9HAu Be kESPONSIBLE AND SHALL TAKE NECESSARY +,d 34�� t'LS'/ApRE 11 w a. TILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, WHERE \� 1is W.11 SCARIFIED AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED 20• ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL PRECAUTIONS TO PREVENT PUBLIC T)�PASS ONTO AREAS r ' 1 ----- ---------- ---------- - - -- Q SOIL TESTING AGENCY PRIOR TO THE PLACING OF FILL. '• . I1 Z FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE IMPOUNDED WATER CREATE IAI H1lEARDDo ITI00- r FL. BfYZ�A41• -- _--- _- -_ 9. ALL PILL MATERIAL SHALL BE CLEAN EARTH, NO FILL SMALL 9E FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR /RM.3M-1C1'r ADO �� i-� �� fly W C� �u pL!►Cm UNTIL PREPARATION OF GROUND I5 APPROVED BY SOILS INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES NO; 1 AFC I' ' r ARL SHOWN ON THESE PLANS. l��rINITY MAP ZZ a a ENGINEER. T I 4c IN- te6/< 10. A SOILS ENGINEER SHALL BE RETAINED TO SUPERVISE GRADING AND 21. TH2 DESIGN ENGTNEE31 SHALL PROVIDE A MINIMUM OP ONL BLVE TOP ` PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL.wT 9/ 4 , f• r6/JT►ND' us FOTOONOTI K1DW M,O SCALE �m 1►.4 REQUIREMENT. I SUBDIVISIONS )AND EXPANSIVE CHARACTERISTICS O! _ H H <a WE SOIL. 22. APPROXIMATE DATE Of COMPLETION OPERATION >l� �Z COMPLETION , IRREDUC19LE MATERIAL WITH A MAXIMUM M OWNER = 11. GRADING CERTIFICATIONS BY 'TME DEVELOPER'S CIVIL AiGIWEER AND 23. No ROCK OR OTHER PROFILE A - U V A A FINAL COMPACTION REPORT BY A SOILS MIGINE6R SHALL 9E DIMENSION GREATER THAN 12"WILL BE PLACED IN lIIS.B,SPECIFICALLY 'FINE SILL D. GRAY SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF LOCATION, MATERIALS AND DISPOSAL METNODS ARE SPECIlICJ1LLY _ 1115 17th STREET BUILDING PRpG1ITs. APPROVED BY THE SOILS fN6.AEER. -SCALE •1"-SI HERMOSA BRACE. CA 90254 (213) 376-3971 12. THE BOILS MGIXMING INVESTIGATION DATED to ASV.66 'I BARED 24. ODTAINEIWMUST SLIT BEFORE SAPPROVALTARKS R /,T_r. DRAINAGE DEVICES AND v T FdAL DECCRT p ZOI�r BY AWPIIIED 41Bo2semicSL EN[Ntdim -two OEOLDGIC INVESTIGATION DATED to NDV, Se PREPARED by APPLIED qD! •BfIREOL IDBIVER IRG I71C. SMALL PART C BE CONSIDERED A F 8 f LOTS 37 AND 38 OF COUNTRY CLUB ONFILE HEIGHTS, + „ w 4 UNIT No. 11, AS SX011O BY A MAP ON PILE OF THIS GRADING PLAN, AND SHALL BE COMPLIED WITH. r o OO y A,J ,N IN BOOS 14. PAGE 15 OP MAPS. RECORDS yl '• �' ,1yA/ „��J :'* RIVERSIDE COUNTY, CALIFORNIA. 17. AlopROVRO NN= BE U m pCTTID PROTECT ADJOINING APRROPERTILS BDMG ITHE `� C� / :708 _Ailj,DDRE88 GRADING PROJECT. + -FINE CASH LAGS 17326 LAKEVIEW AVE. LAKE `:LSIMORE, CA 92330 WOM$ � - �1•yrr. ENdZNEES 1. TOR BOUNDARY LINES OF I 77 i 7/ �,N to ARE OM THE GRADING LIMIT AND T412 -r' - CNRISTIANSEN AND 50CLATES *• PERMIT LIMIT. 32432 ALIPAZ STkEET. SUITE N 2. SEPARATE PERMIT AND ►LAN CM[CK RGAUIR[O FOR SAN JUAN CAPISTRANO. CA 92675 lh RETAINING WALLS. s ^ cm ce•. Here .� PROFILE Li 17141 493-3321 17141 g37-]32l ai sy tw [allTeae ue IACAnw a ANr rrMwwL*D ottLcn rlro Do - - '1 g0I L 8 EN d r nt F R .3• t BTaller,Sn nuNN aN Tan rW AMC OBTAINED 61 A ffAaCa O►AVAILABLE _ SCALE I"-81 Be00aBS TO Tra ataT or OUR aNONLIw:a ran[AeE No nnTlw vrlL[Ttn O APPLIED G[OTECHNICAL ENGINEERING INC. Z ' "SEE PLANS. a sc9rTvu UTILITIES s .0011O��OTIua _ 14661 MYFORD ROAD W MICLIMA oI STa1ICTVilils Nvr O "EFFECT ar Tana fLA1rS �' -fW TUSTIN, CA 92080 Q � 0 A"00"AL�W1f AIM SVeOaNMSACTONS►nrocltw.aaf no.a 1"a aELATED _ 17111 669-8081 J F- _00 TO nng MARS"ALL CUESY[T Tarn OVESATiOOS 06 TEAT ALL MOSTSTEn A4 QOTIN6 r10TBi SAfB of ENCAVATeO IOOTIW[i,t/F`0 k 1NBION sO. WINO. - raor�iuwwA Ar SA LlToog PUBLIC LIC sTe s"JELO.iTtOOLLL hUEPTID EY PIYDJ[GT Sd1:S/FOUNDATIONS ENGID[EN. a T•r.Trr•rf rRAL DFS T dN_ER Z uj Y LOSS THAN 16' ' W MrETT uo alALi7 uwv,TtaNr o►TN6 U,. Og AaTNTNT OT L!JMI AND INS FOOTING,DEPTH[ANY VARY,OMIT WALL NOT JAMES C. SMATHERE q W STATE or t:AL[rolotA MPASTNENT or INBVfTaIAL RELATIONS' -Co1°TeVaTiaN IELOW SUMACS Or L;p►A►ETEM1 SEARING 801E AS DEFINED 33912 COPPER LANTERN S.rm alum*. ns CIVIL ngtaa'e HALL 1m li a WOwTSLE n MR VAT HE TBE 6Y SOILS/F01/NOATIOH[,t61M[8R. DAN4 POINT, CA 92829 = ` "t CIVIL Caro Suf RECALL a Y coNrLIAKE rrn na "OCOENATIONALCOW 17141 240-U10 0 (9 J EAP[TT An T MtTo UWJLAT1On: Of Tile U.•. MASTKM of LAIaB OS Vln WUA TOO STATE of CALI,ONNIA npIMOrf of INOISTELAL SsylTONf' �.[TA V>:'YOQ -MMIOCTIaN SAFITT ca�I1il'. COW,,ACToe rM-ES AgS THAT a[ MALL ASSINIe SOLIS A" OOMLRs � PATRICK W. HAKRLSON, FC¢ 29241 � m S RWOMr..BILITT Mo Joe BITE COMMONS,OISiw VSS MGM SI CONaTerCTiON 1 0 �L A1ti W 3938 OLIVE HILL ROAD 0 j �ii�eCpuu ABVtT�IPU OF OUSLT APO NOT 26 LINCY s "AMMAL ► y (619)FALLO 720 CA 92028 �J J W wealw NDuu:ARM taAT TIES t>owTBUC1Oil SaAu.asrslre.tw[°1tfT APO HOLD w Q ;e , ,T�� \ S /' 18191 728-7684 +at OYN[E ua nE nOINEn SAN,"S rNON ANT BOB ALL LIABIL{TT,nAL[la w LIJ UJ Y W AL{EDfB. n OONNScrtol rtril Vet w'.roclAras of con a me EewlNC. +, r'S7 M Sh 14 "CFI ' f gT UC I N NOT S. nCV/I,AI"a LIAS/LITT ASISIw VOW TNa SOLE 1SOL[OOCa o►Trc twaa � F?�J O 0�♦ 4� 1 �',(<` ly ,♦ � E (� D- Y as TTIE ENGINEER V S I'1 // CON R T O ALL eOAIStTT SfT[NATE VALrn YONN "COON An "BID ON FEUrrINAST `� /lJ� � /LI.Z ��11�{ � ii r/F5 /, Ac @L1ANT I TY EST Z MATE � ? 0 CALLTILATIONa Or AVAILABLE SATA AND ABC moaNTn Too Too PUBMe Or _ N ssfTlw fn LAD q1D ArpLe,TS, ONLY. Tax rL=cANilm NAnuf"AT 1_ / COMET. ITEM PER ARCHITECTURAL PLAN. II ' TWIN VAtASf HILL of nE ACTVAL VWJRCT MLYee: Tn oa1MaAOToa SULL _` i MAR ilIS Ow EfT1NAtn roil aat ASPECT Or CDNSTW)CT[0a• �' MM ` Oj CON87. CONTROLLED AVA 11ANTHINCL PER PLAN k SECTIONS. 50 CY CL 0 waTiloatLn CaANOEf f rrsas, Tea EwE,1En Venu[w Tans MPS WILL - •¢XCAVAT ION l INCL. CLEARING i GRUBBING) LOT BE an"WeIBIE M R ON LIABLE Fort, UaAlMaoelan sAwn - / *FILL 1570 CY of Tons FLANS. ALL aIAwSN TD THE FLATS MET BE I11"O Tlw AM WIaT ��_�_ NET IMPORT 162U CY � m Q n AMWM n Vas VEpAese of TenS FLUS. -,_--- - // D 0 i i .S 3 __-- • ►:u1TH QUA NTITIHB SHOWN DO NOT REFLECT EFFECTS 1. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER. OF CLEARING, OVERSXCAVATION A HECOMPACTION, h 41 OR "is AUTHORIZED REPRESENTATIVE, TO REVIEW THE SHRINKAGE OR SUBSIDENCE. t9 RECOMMENDATIONS MADE BY THE FOUNDATION ENGINEER - A FOR ALL CONCRETE fLATWgRK. SUBBASE Rr QUIREMENT PROF ILE 'C' O CONST. G" THICK R.C. SLAB FOR DRIVEWAY. REIN. WITH I200 SF F U ,y. AND EARTH" :INCLUDING SLOPES STABILITY MID p / A % - W Y.9 = 2.9 WWF PLACED AT MID-SLAB PER NG RIZONTAL SET-SACK TO SLOPE DIBTMTCESI, J 1M SCALE i'W �_7�Is/52._. 6" 8 T y �.�.i _J�.G.,.-.J�t PLAN, SECT10N6, AND DETAIL, SHT. 3. EXCAVATION AMD SACKFILL, AND TO AUTHORIZE THE -p A ,A x CONST. 4" SNICK P.C.C. SLAB FOR SIDEWALKS AND ST8P8 I30 SF CONTRACTOR 1'O PERFORM BUC,1 WORK AS IS RLOUIRFD TO AF ti \,L ^ + �,•�5 y PER PLAN AND SECTIONS. COMPLY WITH SL1(21 RECOMMENDATIONS. THE CONTRACTOR �6�1C J� �41 Al 4,�. dyy. tM +�J , pf J CGNBT. REIN. MASONRY RETAINING WALL• PEA PLAN, SECTIONS, 950 SF AND/OR PROPERTY OWNER SHALL HAVE THE RESPONSIBILITY ,,. TO INFORM THE 3021f ENGINEER 0/ THE STARTING OAT[ _y'V, _ I \ G JY• iJ% / .,k- pl mod'>" 1"0 �" Q"rt=o:,....JOn AND D¢TAILB. �.. OP INFORM THE S AMD ANTICIPATED THEIST DURING ® TXMIBT. 4' WIDE AND VARIABLE YURVED EARTH SWALB PER PLAN 50 LP �... `_` i'� L)z6ENQ 'S7S lea C'tb �•c: �✓ nsor..a. fv AND SECTIONS. WHICH T[BTING ARD/OR OBSRDIVATIDN W TN[ fOILf bv,ld'� Is ENGINEER WILL 8E HEEDED. __ _ �1�r�, ') RiT1AININO MALL © °°NET' S" P.V.C, BCH. 40 STORM DRAIN PIPE PER PLAN AND 196 L _ ' R/FI RIGHT OF WAY LINE SECTIONS. 9XEST 8• --- P/L PROPERTY LINE 10 EXTENDED FOOTING 4 EA OBNO•_=WL 4. EARTXW011K CAICUTATIDNB ARE BM[O ON THE ASSIAfATxOIN ............ STAIR STEM WALL O COMET. 12" SQUARE °RATED ROVED EQU ORA1N 1NL8T ASSEMBLY, THAT AATHWGE CONDITIONS DO NOT DEVIATE APPRECIABLY FL ►MAW LINE C Cam. WITH APPURTENANCES 0' DR APPROVED DRAIN 28 LF FRO" a UMTEppR TOPOGRAPHIC ANDD AVA USED. THE CALCCURLATIONS DO NCT COMPACTION ///'''��� n p PROFILE S 0' TO TOP OF SLOPE SO COMET. S. WIDB. 89 DEEP TRENCH UNAIN PER PLAN AND DATE 0[c.yr `7^y` SCALE i'- 8A T° TOP D! OMTL I TILL BECTIONB. I� 1Ny INV[R7 �LIIVATION N NATURAL O COMA, Is" WIDB, g" DEEP R.C. WWNDNAIN. REIN. WITH 195 LF '� `•,• SHRINKAGE. OR REMOVALS REQUIRED BY THE SOMA [dGIME[R. v ar ORIGINAL 64lOUND OL GRADING LIMITS P3 BARS, PER PLAN. SECTIONS, AND DETAI L5, SHT. 3. IDEro7.jLAY ry FINISHED SURFACE i PERMIT LINES © CONEY. 6" ROUND DRAINAGE INLET WITH ATNIUM ORATE PER 3 8A TO TOP Of CURB PLAN, 1N DOWNDRAIN OF ITEM 9. •NMOtL! • p0 FINIBNtD ORADE SW - SIDE WALE 1 LS GSADISO BBPID/ISIOw L'(eTI►IOATE "r16'� _ ry FINISHED FLOOR EW BACK Of WALK Q) COMMIT. IO' X !' CONCRKTB BEDDED ROOK RIP-RAP ENERGY 'J / 4 � M� DISSIPATOR ASSEMBLY PER PLAN AND DETAIL, SET. 3. '"I"t',.. � ��- Tj 'LOP OF WALL 1�.p�1� SURFACE DRAINAGE SHEET NO. TWE oMpptSITA1ED CIVIL 1s1pINEEIt CBRTI►IEt THIS GRADING WORK WILL BE I.'. ',^ER"'T A', Ong/4i MIS=,.LREE.jw•s_a& Sp BIOS POINT t�LX' pWI1nMDSCAl+II1�E SUPERVISED IN ACCORDANCE WITH SECTION 7014, CHAPTER 70, OF THE All INSPECTION REGRESTS EARTH C , O CS •. RATE BREAK tl.A.AC4'. AODDMDMM WITH THIS01MlBxTloll/of 9trmamm , �"` FLOW LINE ON ECISC"DAYLIGHT' LI RAWLING SPACE 1 t` I.• ••� I6L1►Tl I9F2 C. {• - fXAtAAb� �l0[Of +T DEC. iD91 CITY 0IWANCC, am BIATt OF MLIPORIIZA SAME,. AM +•.= FLOW ON SOLID SURFACE SAVISAG11 OC� 11D RCE REP. A PSRNITYYCo1 Y NAY SE saw= - PIPE FLOW LIME - DIUWjION.OF MIRAGE IS4 SMEETE mum CMUSTWOM00)-^' EXIST. OONTOUR -200.0 DESIGN CONTOURS , i d J09� , UA 5ww gg QQ F�3 /'� ZW Ld W(3 w� OZ �In t_' I r �4 �i� FE Z 6 oV u�r: a d \ _ Ito 00 a l J 0 d Z OF) y, err 11 :) w W • \ I Z b m < >LuA W _ z � P k / a ep \ 0 �\ ar c+two DATE,y�r •t \ a (DENT. &RAY lu �n hNC y a J SHEET NO. r 4 SEPTIC TEX MATERIALS. ASSEMBLIES. CONSTRUCTION k LOCATION 411ALL BE PER THE OECTECHN ICAL ENGINEER AND THE COUNTY OF RIVERSIDE. DEPARTMENT 01' HEALTH. DIVISION OF ENVIRONNENTAL HEALTH 4 SHEETS SPECIFICATIONS AND RECOMMENDATIONS. i N..r --nr•s�rAluaN 1 I � 0 d 0*0 i0 /I 1`5) je 51) v A 1'" 1 , d o �ba A�+ I ,I 1 A a, (•fd { Pll I"Is rCvARwM ,,a \\MJ R`.�fj N23(48 • 1" — — — — — NI)vl F �'� O d 0-E. -a - acr. r 6 ' / W I EC 9 �-- G'\1 - wJ• • <fIJ \ ? '(J ,¢ tT / a pp SY o x 72'oeeP H '�J � ° �rn ra '11 / 14, W004 Fg. I Z o1 a F T N•,7F � 1 Iv I ly / 11y, /, 1 I. l z W t s jo cc z 41, i 2.I f` �' Z M, a,ip A .�yF f� y��' ��C'� C?U g a g 3 •�I'I(C_ Q[.1,I1F• � .6by ix ti' �D' '``I 1 in c•'J �� x \ t �_'.__ '1'�+AO.ru+.---«� \ ,r Y 4%how \ WMW E € Q �� i � �,C_ 11�y /I,rl �yp'! � �J4y' •�� .t A' I' \� 5 EARTH SWALE y IH•N, oo ``3 �'--- ^,�a► a i n°"K o � � f f \ in, f! lar 1p77 • v Y Q CID co 'r li• M •: Dy - O A Ir CL 2•HEiGHT OF S SP6 11 �� ( Lo ' `;/K l.T741— _ SEE EHOSIOM /dfd.11 +µ• 10 J ))) 2 LAYERS WHERE HWiNER THAN? CaNTROL NOTES / � \ 111 g m r lu i 'Al O t'uNS'f. 1'1'EN PER AIICHI'1'ECTUHAL PL.1L. ¢ Y Ph;lt PL4N A Sh.l"I IlINS. � _ •EXI:AVAT ION (INCL. ''LF.AItI NG +. 'OU111IIINGI r I�� :ter• ` sFI LL r„ :0 0�9 NET IMPUHI SY I , ~ + �6, EAR'I'll VIJANI'17'IF:S SHOWN Ixl Nll'f IIEI I.E("f EFFECTS U. OF CLEARING. OVF.NF:X('A\A'1'IUN h NE'IINI'.C"f ION. 1 INSTArllAT10N HINTS • SIIHINEACE UH NUl(SI IIENCF:. 0 bONST�,6•• T%CE N,C. SLAB FOR IIRIVFWAY, HEIN. WITH A - W' 'L.9 X Z.9 WWF PLACED At MID-SLAH PER 1 r,1:l Yv•• Z� !1 :,.. .•.•.n•• g01 SA >S 17A 170 PLAN, SF('T1 DNS, AND DETAIL. SH'1'. d. Cob < ��� •, •^• .•:S•••r tl 11,5 ISO O CONS'I a" TII IC'K P.C.I'. SLAB FUN SIDEWALKS AND STEPS 1» •�' i,:i.'I.l••r:. t C•?�r•r....r r am 5.6 tl N.f215 ti•: •.1, VEH PLAN AMU SECTIONS. E� ��ti .J' SF!'•.1,, f10/ 52 00 212 226 �1) 1.OMSI'. REIN. MASONRY' HETAININII WAIIL PER PLAN. SECTIONS. �•F• G • C'.".tir .L'S.'""'1 101 66 ii a, 2310 AND I1KI'.AI L.S.L J ;'�• 007 U ,2 26A 301 O CONS7'. J' WIDE AND VARIABLE TIIHFY.0 kAWI'll SWALF; PER PLAN •' ..) 006 7.1 M 2W SO2 AND SECTIONS. r •��:i ,�� •�, 601 7.4 tl V.? S!1 Ig) CONST. 6 P.V.('. SCH. 40 S'7UR14 DRAIN PIPE PEN PLAN AND 610 7A 47 tle ^ SECTIONS.SWa/S ••t. ,rrrrn 111 V 47 511 (u CONST. 12" SQUARE OHATED "QUTASET" IIHAIH INLET ASSF:MNLY. • •" •>;�j„�Si�l e12 'tC tl 01.7 WI"711 APPURTENANCES UN AV NOV h:U F:QUIV'A Lkhl. .ter. 610 V 0o SSA w ti 6A17AW111tI N1 UOMCR/T/ 61S 11.0 1.7 ;..69 OL3 621 CU CONST. 6" WIUE. H" DEEP 'I'NHN('II UN\IN PLH PLAN ANU 0�. O SECTIONS, ry - •�,•r^.;dC9LiS:C 611 0.6 S2 27A 6p y CONST. 10" WIDE. 9" DEEP R.C. IAIWNUR.\IN, HEIN. WITH JQSNo-sMem h sib IUA 67 ,�j'A6 GIO 61! © r:( RAMS, PLH PLAN, SEC"1'VJNS, ANU Ulif\ILS. SHY. J. _ VONNT. 6" HOUND IIRAINAO INI.EI' W11'VI A114IIM OHA'fE PER DATE arc 1 IOA 57 tl.0 175 PLAN. IN IIUWNDHAIN OF ITEM 9. �4 671 IIS 9 43A03 701 C(1NST. IU' X 5' CONCRETE REIIUEU R(H'h R'P-RAP ENEROY O I am 118 tl tlA 756 UISSIPATUR ASSEMBLY PER PLAN AND UP:1'AII•, SII'f. .I. IDENT, GMY 170 I I A m �tl.0 172 � �-• 1601 04 12.1 60 AIS 112 cb l-/I.uOt 136 M �,E � � g� 1� 57 W tl6• L1�J �111 rM {4 calm, .1492 60N1_16A6f.�•(.a1�1 p° as e�0Y1 10.2 224 64 24 734 SNEIET NO. Z :=tt NMNTvSN" 615H 63 yl 55.7 40 �I 111a1�EtlETotzYd�a1la M 12` s__ ro_..»�_._;: _. fIL ACCOWANc6 WITH TN6 CONDIT10N/�0/DIVU4V14 NT• - . N27r 32'00'E 60,00' CITY OWINAMCS AND STATS Or CJ1UFMZA U NS' A11D SHEETS A vo61IT TO Y Ot I16U® �; •w„ ..-'-,,,��� Q . Sid--�AIN Do ETAIL- � '�aoraaerattNrellta>_>wr !IN MAT�IfA01NINOl ►MTLANO Comm COMR•T•r'. NN tot IRA V.D.C. I. IA'4,00.Aff1A't• 10 jaRRIUI3A OA ilN IAI1 YNLUt pTN•t•ItR�•�{r• r 11C"1' lIIN NA111•,:: ►o A•TN{lA-N,ij,♦AAN W-AO lal r+0/ar tratarlrestNT �1 ALL/Test TO M D• CMAA TO R►AT11 I•C.C.1 1• CwAA T9 t1AATN CUNCRRri 0{ACR. rdaJlt D IaFtr Nte7NCA•T•NMONRTIIN7TI►AAUJ.A, iNI1r1I.O• raurplwC'sS� 1'uNS'1'. I'I'1:H 1'eH AHl'lIIT11 li'NAh 1'1,.\N. �' {. "MAR. tY/A r OR rnA I tR UJ.C. T. {-A. w. 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(1\'F'H' .A`AI IOh A HF.I UH PAI'1'IUN, COM/A[rep If. ow TAR/t11RT MON,W TIRICA To ►'AA•r fIOrCRAT•DII tROr OF INNANI OH ()VVN1Nh.A'1. i11,11« V /•AI.L O� 1-1/7-a D-1/1•Ol Ot!ar•I.V 1N To 9•NeR.n/OOT7No a 7N m �f L ,yry p•IC m Fm VALI. .,A Lkw.'YLR. �, 1'11N51. H" THII'h IL I', SLAH Fult DNIV1'1.AY, HEIN, 11TH h•' \ g" _ W2.9 > .Y MMF 1'I.AI'k.11 At' 111 11-SI,Al, E PR t f PLAN. SFCTIUNS, AND DETAIL, Ski r. d. 1'ONST. 1" 1'HI['h 1'.['.('• SI,AH 1•uH SIDFMAIAS AND STEPS N• ft PBN ''LAN ANTI ks'N 1 IONS. �• 1A �^1,� II 3 ~1 CONST. NF.IN, NAS(INN, RIFAINING tAI.l. 1'h.N PLAN. SECTIONS, 1a SY © 4Y I 15��/II[ II 114 IR �' I Y`5 z /377/••/NO I 4 d(IWL (� AND DF"1'AI{,S. / tN1c.1,11 W OA I'uNST. 4' HIDE AND FANIAHLE TUNI•EI' F:ANTH SHALE PER PLAN ` I I I R I'• A411 SECTIONS. / ., ) sZ•NM. Try 7� IR� ['UNST, B" P.v.['. S['ll. AU S1'UNN UHAIN PIPE Ih:fl PLAN ANU % ��G_� (9) 4A 4A 1OLAL OOWAUS a t,''n ! t PIL Ty 071LN N/W-DETAIL fdF p r SECTIONS.ON1tTD \ ' r+ Qqw•"� • 1 1" liysdi$f /� I t TYPIFJLL. NOTES. C 1NST. 12' SOUARF. UHA VF.D ••IJLIhSkl DRAIN INLET nssFNHL\, V_DRAIN - PIPE CONNECTION - '%wCOURSE. W 1y 1i1 G11 AVP'•'HTENAS['FS OH APPN[I\'tli hUll1'AI.F'hl. =-6.4 BOND W r4 H" OF I, I'H1 N111 UN\IN I't.H PLAN AND DETAIL SCALE: 1• - 4' I 0f11y � � ; � 1 '� _�I tiF("r1uNS. I I 3714E'WoW^S AT 24' 2'tlt i w O ,(INS flyIN" NIPLA\4- 111 1111 Ns. Ah UM bIi1I 11 LS,HSIIN. WIT" ., A - � Q ( p•I GARS V RT AT 24•. � � I / 10 2r Nr. I N4 BARS VERT. AT 24•. "[ •4 BARS VENT AT B'. •j I1 1 VN�I'. K" NUI'hb UHAINAGh INL1.1 ul 111 AfH1UH GNArE PEH I 'Y - yJ Z� PI.,\h. IN IAIrNDNA14 uF I-Ik:it :+• /4. aE/,T�u A-A 2••4 Salo co(i+sE II 1'ONST. lD' \ :+' 1a4CHF1.1: it 4.,,Hn1h Itl1'-NAP ENERGY I f-I, ' V 7. Br BDUD DROVfED (AAR• s 1 t2'SGUO CIOUIEO AILS O DI SSII'ATull ASSFHDhI' 1'FN PLAS AND 141'AI1., SIIT I i I BOAL� 1 -A �• J 1 I J 1 3 A• 04[Wk AT 2�MAIL 1 ')e BARS.SEE TABLE. '1(f1AFL4. SEE TABLE, I •` X7 10 OINN•IIt/6>b. F.G �J `V 1 tt T Y N ,8. T �,y ►C.0 FTGl2000P$0 F.C.C. F7 111 0 0 0111 ) '''� 79 W Sin BENO(TTP) \ 64 RNRS ""Orr r�'FF SEE BEE TABLE. v y.ya O4 BARS LONG- I I I I I BD'STD.Mal +t•t•r•A NM tau TABLE. Q K' I I - 1-- II y S'-0r a6•sm Val B �• ti 7LE TABLE 'WA D TAI ,� wA EO TA L I- w Nola p Pe vV6 r . A I I /!7/.f7.if flu IN r16A►s aRYt Pfo tPse wait uaDe` seveaaTe It I/Irl? 1 � _ --__--____ -rN�'._- _ •on. Y Y// '�' -- - -- -'--9.4r. sate ✓ _- ----- '.••- - - ! t-B O•N WALLS REit UM&%0W1+•)RAh%F-SECT !•'B y \5'�N (-A , to • ;ILL Pv.'I1 MONK,VADL FM f[ILL-- 7•-r •o 1Q a !4• ie NEIGNT OE M,14A.S7Rt'1,BOA1i 1,i' le " ��sP"�Ff- st // / % � / / fMK�N ird 01LL 1-R /,'•0•, •S i Ir , TRYIIIa►FOIRJat71aM zi. - -- f UM N)4'•II'Wt•O N••a.TO 01IAIN. I O y Ra aT2a• a Ir100 BY PRcfIEGI Fb(AP E1AS10F� Q Q CRETE EDGE BEAM / jl�/ l l R / / I . J O / / / / // j� KnIK� A'.w. ;«" .1 N, V.�LL SYS.BED URN rud 00/ FOR 2:1 ycfF A = Z Ilo•ONN / q� // / 1 / / / ' 03 {-a.26F»rs.LJ .... MA k M �- r IQ O f G 1r IF r rF D � TMLICA S EWAR46, p0 i�.iA! ' W' /CC �4�If'r.rc I V W gmt1t0Y Dtssme,ATOR DETAiL ul / p . / _ �_FRBwa AUAOACR W-r-3t0IN M'ba YKw f•1P WAI'rl• 1 I�P/L MdK PIP // ' /'� ( / / , �• i ��/ T. 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