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TR 20705 RG Plans 185.1
p CALTRANS GENERAL NOTES N[r1ilON� Rr - PSEE /N�a . /� 1. ACCESS CONTROL WILL BE MAINTAINED AT ALL TIMES(WORK INSIDE STATE RIGHT OF WAY CONSTRUCTION NOTES & GRADING QUANTITY ESTIMATEOApI LA I MUST BE FENCED OFF WITH NO ACCESS TO WORK AREA FROM FREEWAY).AA NO. ITEM UNIT QUANTITY2. ALL FENCE RELOCATED TO FACILITATE CONSTRUCTION OF THIS PROJECT INSIDE STATERIGHT OF WAY SHALL BE REPLACED WITH CL-8 FENCE TO STATE STANDARDS,OR BLOCK 1. DOWN DRAIN AND ANCHOR T■ ■ �\ noG V(ALL AS PER RIVERSIDE COUNTY STANDARDS. 2. DOWN DRAIN TO PIPE TRANSITION EA21, C LJ 3. DOWN DRAIN INLET EA. 6 3. ALL WORK IN THE STATE RIGHT OF WAY WILL BE TO THE 19W STATE STANDARD PLANS 4. DOWN DRAIN APRON EA.AND SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. 5. TERRACE DRAIN -a, LP 1694 REVISION CITY OF LAKE ELSINORE 6. INTERCEPTER DRAIN A" LF. 2. BLOCK UNDER I _ 4. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. 7. DIVERTER TERRACE DRAIN LF. 1,647 INDEX MAP 8. C.S.P.RISER E0. 5. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION 9. 18'R.C.P. - CONTROL(HYDROSEEDING OR EQUIVALENT). 10. BLOCK WALLS ELFF. 258 _ 11. RETAINING WALLS(A) LF. 768 6. THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL 12. RETAINING WALLS(B) LF. 105 1. All grading shall conform to the Uniform Building Code THE SEEDING IS WELL ESTABLISHED.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE 13. CONCRETE SLOPE PROTECTION S.F. 8,250 Chapter 70 and City of Lake Elsinore Ordinance 636. COST OF CALTRANS CLEANING ANY SILTED UP DRAINAGE STRUCTURES AND CHANNELS 14. FILTER MATERIAL C.Y. 1,000 W RESULTING FROM,OR CAUSED BY,THE CONSTRUCTION PROJECT. - 15. 6'CONCRETE LINING S.F. 8,800 O 2. Minimum building and drainage swale slope shall be 1% if 16. TRAPEZOIDAL DIVERTER TERRACE DRAIN LF. /,jy.; cut or fill is less than 101. Drainage swales shall be - 7. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED AT ANY TIME, 17. VELOCITY REDUCER L.F. 27.5 M W a minimum of 0.3' deep and be constructed a minimum of UNLESS SPECIFICATIONS ALLOWED IN THE ENCROACHMENT PERMIT AND/OR AS 18. ROCK SLOPE PROTECTION C.Y. 5,700 O 33 2' from the top of cut or fill slopes. DIRECTED BY THE STATES REPRESENTATIVE. 19 DIRT DIVERTER TERRACE DRAIN LF. 0 _Z W O $ D 20. CONCRETE CHANNEL PER DETAIL 20 SHEET 7 LF. 892 N 3. Maximum cut or fill slopes shall be 2:1 or as shown. - 8. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN AND/OR - 21. SOILCEMENT S.F. 2,7On N x m _ Z �h\I NEAR THE STATE RIGHT OF WAY. 22 HEADWALLS PER CALTRANS STD DWG NO.D86-8 EA. _ _ _ W 0 4. All grading shall be done under the supervision of a Q/ea=634•/ Cpr(dUCyEO) I �I 23 12'TERRACE DRAIN L.F 370 r^ Z soil engineer who shall certify that all fill has been cINS B = 16�C o 9. WHERE SURVEY MONUMENTS EXIST,SUCH MONUMENTS SHALL BE PROTECTED OR SHALL 24 INTERCEPTER DRAIN "BN L,F O LI.I �/' O _ C UNE B8 /'-ZLLOI Q oe=38ZG (eoLvev) properly placed. A final compaction report shall be LOT ,B„ BE REFERENCED AND RESET, PURSUANT TO BUSINESS AND PROFESSIONAL CODE, /NEG 25 INLET TYPE IX: submitted for all fills over 1' in depth prior to the SECTION 8700 TO 8805(LAND SURVEYOR'S ACT). Q Z a7 issuancF of buildingJ U7 Permits. /86 car "D„ q'A"=102.5 Pr 62v-,�6o) I - Q / 2 D Y S 6 7 8 9 /O // GZ /3 /Sc ,S 16 17/B !9 so Z, STo,PM DRAIN L/NE J LL _5. A registered Department written shall submit to the Building , =24.7e 4,Uo=s/./ cas lBoLeEo) ta,00=66.8 cas�aoLeEo) OT f , LL and Safety Department written certification of a/NEa O O�NyON z2 uNE q L e I /85 Rp /B7 ~ Q I n ' completion of rough grading in accordance with the / LOT 'E„ � approved grading plan prior to the issuance of the Y/E /gy /94 yR building permits. U L/NEB/o 57 1 LOT C° /93 /BB �.6. Fill shall be placed in layers and compacted under the 3vZ/ 90 Y9 48 '/7 Y6 `�'s �`�` V.3 23 Nm i9z/9/ supervision of the soils engineer. Fill layers shall Q/sr n B.7 CFS(BULKED) not exceed 8" in thickness. (surrE vl S9 6a 61 62. 63 6y 6s 65 y2 /q7 /90 /03 67 7/ ZY H 99 c/NE a G/,YEA S8 S`1 69 70 7. All slopes shall be planted with approved plants for Sq6. erosion control. Eck 7, 23 rO=i2./ fs P6 Bf By Ba Bz al Es'7- 9B (, r _` S. It is the contractor's responsibility for the location ---LalEa// Be D2/VE 7?'. and protection of all utilities. B7 B9 f0 � v 73 z�6 / O QiN�G47. r ` \, 227� 233 3 209 BB 9/ B 77 76 7S 7y 36 .....____.. 9. Approved protective measures and temporary drainage Provisions must be used to protect adjoining properties _,_.,,_ 9/ during grading. 205' STo'Ve 9S 96 97 98 99 34 29 Clroe=38� GSA 22G c's- Q11' os 225 4 2C5 � E2+d 10. Dust shall be controlled by watering at all times. L/NE 513 11. A permit shall be obtained from the Building Department, la�f 7a2 .:eREE,t / 3D L �l 20G City of Lake Elsinore, prior to an ✓oS l0 33 l.2 3J /2J 132 I'..O !z9 126 127 I26/25/24/23 122 \ s` 218� S\ 20� �` �7 ` P y grading operation. /06 /3/ .o-,� fa8 tog na /il /20 ` l34 H3 j Ho�� T1Azzl Vj� 208 \ N F \J'// z- �Q 12. The developer and/or contractor shall notify all utility companies 48 hours prior grading: 1-800-422-4133 is the Underground Alert number. r. Nf-ILI ` /p� Ild 37 136/F E /�J51 J57 /58 `V! 2142/3 Y a o 13. All grading shall be done in conformance with the s'r Q,o°=40, s>7 G I 2l 210 R m g z recommendations of the ���- L/NEC /0( I38 '1481� lG3 2/1 preliminary soils investigation FF Q>✓ Lor 0 /!d1 /62//ol/60 by LE/GNTONFRSSOC/9T�s' dated A!/lo/N, /987 S' Q,a-S.. cps 14 /I6 I� yP 147 J66 Jl�' 159 "�" _ d _ N IN _ 14. All work within Public a/aA L/.VE e/6 .fit` 146 .169 Dk/VE -_.public rights-of-way must have an 0r _q,2 /. 'Pi�� Ji2 !IS I(a8 ISTA4- l cps n encroachment permit issued by City Engineer's office uNE g/g c l7 /40 1H5 �V [iNE B22 /�� O s 169 ga70A '�'• OZ (Section 15708.040 Lake Elsinore Municipal Code, /77 180 181 /82 /83 ii(p CD Ordinance 571). 238 1/3 /41 /H'f 170 Jyo� l7(0 /77 /78 TQAGT - �" > `o m - // 142 l43 /7l �O 175 O z W W - no / P7• a W ' 172- 174 Z 173 F y a�aF=s/.e �y a aGr/NEr B/9cF GWE Cn /O �-�SToa;M GRAIN EARTHWORK QUANTITY �� I a a ITEM UNIT OUANTIT �,yL .I uNEle e`s a 4iNE 8z6 7 `F` N0. RE✓/S/DNS APP.Fb DATE Q M / EXCAVAT/OA/ Cr 759,000 REV/SED SNT,3 q 5 /o,7,8,V,ll/2,13, PROJECT SITE 4 W 2 F/L L CY 60'f,000 1a REV16EO 5Hr. 4 5,7 8,lD Iz 13,c, a (� r- 3 ALLU(//AL OYE/e EXCAV4T/ON CY 370000 23� eE✓/SED SH7 s,G, / RE✓/SED SHT, //,/D,!! TR.20705 = Z 4 LOT OYER ErCA VAT/OA/ CY 137,000 f6VISEO SNT. 7 /3 .N. Ld 5 SWELL ON ROCK @ 2Y?' CY 13,000 a/D /9.I-ps 6 SHRINKAGE ON ALLUVIAL @ e% CY /3,000 L/NE z/A 6 REV/SED SNT. /O,(/,8,7,/3 TR 207U5 6 7 9f/R/NKAGE ON ALLUVIAL OVER EXCAVAT10AI61 17%x CY B2,o00 °OHO _ "+ 7 R,AROAD B 9U8S/DENCE ON ALLUY/AL OVER EXCAVAT/ON @ 0.2 eY 14 000 CY 53,000 GJ E XRdeT THESE PLANS HA✓E SEEN REVIEWED FOR COMPLIANCE W1771 MVDEX MAP W °ro o THE A%PRDP?/ATE COND/T/OHS OP OEYELOPMENT AND/aR CITY AND STATE LAWS, AND A PERM/T E•A/✓BE /5541E0. 4D VICINITY MAP o $ ' a NO SCALE D C DONALO f. K/RCHNER,CIrY ENGINEER, reE 4/0B9 GATE LEGEND OF ABBREVIATIONS BASIS OF BEARINGS PRIVATE ENGINEERS NOTICES TO CONTRACTOR 4>y _ ICUz � � J4 m 1� --- >, -_-- - - ----- - -- THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURE THB CONTRACTOR AGREES TRAY HE SHALL ASSUMS SOLE AND COMPLETERBSPONSI- m D7 CENTERLINE n 4. Oa CND[BREAK aJ O'32 45 W ALONG THE EASTERL�f L.1N OF SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. BILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF M TC TOP OF CURB ELEVATION LF LINEAL FEET TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT FL ;THE WEST 1/2 NW,1/4,,SEC 9; THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY) THAT T:IIS' '=v FL04LINE ELEVATION EA EACH - PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL I o Fa FINISH SURFACE ELEVATION SF SQUARE FEET LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR WORKING HOURS) AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND Fo FINISH GRADE ELEVATION CY CUBIC YARDS AS SHOWNONINB•12195 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, - -- THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS aC BEcixxlxc of cu[vE R7W RIGHT OF NAY PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE,NEGLIGENCE EC END OF CURVE PL PROPERTY LINE OF THE OWNER OR THE ENGINEER. PRO POINT OF REVERSING CURVE RIB RADIUS POINT PCC POINT OF CONFOUND CURVE (R) RADIAL VC VERTICAL CURVE ESM'T MSENENT C BEGINNING OF VERTICAL CURVE MIN HININUN EVC END OF VERTICAL CURVE MAX MA%IMUM R.BENCH MARK SOILS ENGINEER LEGAL DESCRIPTION OWNER � JOB ADDRESS D. EV PI POINT OF INTERSECTION AC ASPHALTIC CONCRETE 1,1SGS.,MONUMENT G-3Q7' t�LEV 12.?S 97. �•/' -- - -. aeeee SCR BEGIN CURB RETURN AS AGGREGATE BASE LEIyF/TON Afs�l/LIrEs, BEING'A;SUBDIVISION-OF-A PQA_.TICN ECR END CURB RETURN RCP REINFORCED CONCRETE PIPE BRASSpISK QN CONCRETE FOi1NGATION OFFLAG P { OF THE,.NE 1/4 AND THEE 1/2.OF!' oC oN CURB TYP TYPICAL(OCCUR ReeureDL» _ - -- 277/S JEfFE.QSON q✓E,.,SU/rE/09; FRIEDMAN HOMES,INC. DnRNr AT THE ANIMAL HOSPITAL NEAFFFj•M($S(CLN;T,<3I1, ,THE NW 1/4 OF FRAC.TI.QNAL'SEC 9� 11156 JERSEY BLVD. HP NIGH POINT FF FINISH FLOOR ELEVATION 94AICh'O CAL/Fa,CA/iA,cy 9Z3 0 I \� RAILROAD CAiVYON ROAD; ? / 9 LP Lox rolNr Rp NATURAL GROUND (71¢l G710-0023 .rt6S R4W.S,g,B,M;i RANCHO CUCAMONOA,-CA 91730. '1oa TC TOP Of CMTe ELEVATION CF CURB FACE - J (714)987-0965 ohm 1 I 1'L q ,, c /o !u�rE� •1�'�SZ l /,, / - 40, REVISIONS BY Ice,, 4Z c (o"IjUN/TE COS'. -� Awl~`"o r i Im GoNe. 9L42ee ili D/✓E.e,-ee k W/✓AnLL. LEN(77N OEK ZI !.p• .�• •�'\::. ( V /'elNGN f=6' Sri' \� I 1•coserrnL oRG°,vrrL RsiNfa+rro .,,::.`:�' RMrra If••,rr•.wrrv:w N/rN i••G'-IILI*NLI NlLvla NAfL NCAI�A[1.aVOi�11'LM.a�N fALN/t.nr/ArexroJev cavcRere 7V MIN~"A"'"' a-d' —T 5'/PL 5'N WRLL pe7,glL 25 ^� / SL/R/AClS w/TN CY/R/NO COMPoONR i SECT/ON A-A A V r. rI LfIRJ ntrLv wASNLt•J 70 w Z I L0SE/G1/'/LNT/QYM /ER/CAN I.• �RlMA'.1?L!d;AW71 �7JYAYAAX0.k1C'NOi1 OA67. ... °• �• >r. VM Z li O AH7L:CAt7L/Nv rO L?/M/-wsrr"M A A tp, o no 6 D 7N!SAT/S/ACl/ON A/TNL 6RAv/M6 INSTALL L•CONCRETL OR 6111V/r/MYNOR /NSAOMW M/sI m n.#"Iw/NT If w/rN r1:}LrMXO?[/N6 GARS LKE?Y/O' !/ A. M11CAY7e OR sav/m LY MwrYRRA/N /ryf A w r. _ �1 J w A R �-- I I•:� MIN Z - z 00/YNOR.4/N ANO ANCf/OR / I I : PLAN Y/EiY "° N e _ z w �u 0 z NOT 70 SGALE - L- /i I L .•. ° ° 6'° PLAN r/EM Q Q� Z /'lfNCN ra• //�� QaLY ri S!/1'VRl r r J VQ V m / g LL Q t �► :aCYIS SL7/NQOIGTl7! --— V N Z O 2R Q' W. sAcr r!LtIRJ e'!G. w!laro 7o uw r! V PLAN Y/EN' srrwRrslna. �' ' NOTES R//-RA/7v i[. As SNOwN F �_ L OAMWO 70 A!Mbwl7'7XO ID7N/s4r-wwrl6w Al~ GAAv/Mf AVSMrmf/M)pl rp AY.KYAYYNT A'CA#N67b '• U C MAAIU•LK CVaCWWHWN MM GYlN.".AKT! wwNORAN / Af6Lw/re RC/1v1-v1 'LOIY/TM s'••s•-R'/I wN'/s wlLAfo `''. A..e•Na1 - BECT/ONA-A ` INK/Alf 1Q1ff 1C'.7RIAr LAroSlO C1rA'GMN dLNTK/!r W/rw cut/Ns rnrAtwavA! � � SECT/ON A-A POWAVAMXIN IV P/PE TRANS/T/ON OETA/L z P0W1YPM41N /iYLET OET.O/L ,y OOIYNORA/N.4Pi�o/t/ DETAIL a I NOT ra SCALE NOT TO SCALE Anr ro stAlc 10W �'-o• 6'O/' QENCH I I I WHERE SHOWN ON PLAN G• ?6ENCH 4' 6'a/M'/lL tAtY'RLAf OR /LOwG/AY claw LtcxR v/veRr" r (SALAJNJ HALL/lR AL" - r I' taw I z R/M! K •I� i I / !!AY.IN � LLfIYL / 1'aLAY/lI COACAYfO A7 V 6' !6' /L/• MR } A' ONO ELEYA7/LiV a o o D . cLhr.LUQ'JI'N1✓6T?R� `:: � NATURAL /,-O• L '�/ fEQ PCIIN 8 v V A'•:'' � 1.7�' W/wA[1 II4I/YM' `� y rL. 6ROIlNO . ^g "I/� I.;:.I \ L/Y/L 'O• - /=i'• lT6.fL'!f' .Q ? LL z 3 z t \ 1 r / r �• _ i/N/SNEO 4.PNG Q fL.OYPoR1✓O /N J `° E.• fION'!/NF / i /r 0 N t6 p n !p%N� !'CONCR6TL OR 6UN/TL RL/N1.2ww" �� t I .1. N.VrUR.O,[ O O n -. M7r1l 6'•i'_w/.I•R/O Mrgofv w/RL iSPOUNO /:/MA.I SIOPE M = AA/R/C.7RlA7 AXioVJrP C?Mfff7A SWWRIM OR CUN170'rem" aw > � SUR/ACLS AIM CUR/AC CO W~NR WIM O 1I-•lY/I•/{'/I weLOLO qI d _1ITT lEKn ¢ Dj W ( - AHNNMA'N , 'E—s fAa►r.rRLu7uroJLv toNeReTL a— y -F— : TrPICAL BERM DETAIL AT TOP OF SLOPE W a! < CONSTRUCT ACRRAC/RCA/N!Y/TN G:i M/N.LONa/r"WA44L SUR/ACLS.✓VIM C41MAW CM/MUNR '�� j Q 0 OI % ` AACNOR dMA6 AS SVOMV ON ALANS, a - - y l sfOLM'O MM rMs-wC7TCO 7b 7N/s?/Ss.MTiyA'yrAV L••US /6ROUNO7D EL/19S•INfTT6O 7U 7NC SAT/SfACT/G1V OfJNL 6R1,W*lS 111SACC7W M/AT M AXAC"J'Nr O/CMCRLrl O?Av/Mf 11VP CrOR-WA"M ItACLM°NT O{e4WI 170 W CIT6UN/re. sT 6UN/7d J'CONCRFTf sY 6'!°Y/TF.If/N/O.TCfO NOTE 6A•OUNO 70 BF P9f-H'FT7E0 TO _ °.'SACK Mff'CONCRLrf MORTAR A-/N/SN ON SALASN WALL l'SACK AU°'CONCRe7l AK.WMf ArN/6N LW SM"A`00AL[ L✓/TN O'iO'-A✓/I.r AV/I NFIOIO A✓/A'F TNf J70T/.sfFC7/ON Of 7/e C9F0/N67 m AC//eMe SA.Me COLOR ANv 7"7"W ASAAmMvr m.AC////✓O SAM/CLILsf Aw07EXXTU?! R7N6VfTE Ct Z 7STRACff RrOV - /NTCRCCRTOW Gwhv .r[/W"CEf R'/7N CY/?!NO Cl7,a//LY//YO CO/YCA'ETF Or9 6'UN/7E W Z ' TERRACE O /N'TE eflIv 5 R06P-reT O/PA/N A"�61 J0/lrER,7.X19 7eRRACE Or9A_//Y LE 6W- 0 NOT TO SCALE - NOT TO SMI d' "' /TOP Of CUT.fYO/�E.S J - vor E — NOT 117 SCRlE I I � \'� u ~ W 4� 0 a Z I ��Q( 3"1214YaTE LR avly E x/41101 EO GO 6 Q'YM/N A7'aC LurrH6':ce"-w/4x w/4 UCWC,01v/AE = �t (,''1 fAdP/C.TREAT EXPOSED Qa4Y:g,TE j � 1 sUPPACES W/rN cL1F/AY rnA7Rw.uo. a 410�q�� No7F5:6�tJO(9 16 I /G�xLup m Ae<-LL$TJ�TaTr4 s9rsPgcriav vi- h S// w° J n{M1t ~AYISIrZrat AOP Z I-E&OMAr 0-CDAY,�rE! W bt r V Oo AA°RK'ATe 6RAT6 OKfR TO/ �N�• pf-az" wrTN is Rc uRs :54'.t R49"Q7AblPlE /rF9�PA2 fnu/iS' 9YA5//W/XL 70 A:#eJLC SSY77E¢YOR A:A7 MUZft 45 90J9CEDr /RfE,CCEPrS2 GI2FLN. f0 _ T\ CAMC/rr LYQIJ/N '/ Cli /lYl'S/ZE �� `(/NCY:YAtJ MLASIMLO 2 /y FV R - ANo TYAs 1ItT 7o rA,J LE,�+L ':� 'DRAIN B Z/ Q t INTERCEPTER 1 /ER/LAN FL a MOK/oE JLOIJ r0 NLLAOAJ/N 4 I' aRAiNea/r'rrArEAric�L sE� 2�f NCH NOT M,SCALE W t°^'^'fLT°R LA^�' ARAr/oN eerwve.V JLOn,OLOrs 6/l/LO/N!7 a�rscr% O/T/ONAL (AQ m ! D :•: .G /A'TEE JCCl/ON MAKOELLSJ FFO = 0 Afit 0 Gf) 7NAN/r•[°Na/ CONST /Z'�,. Q 0 8 D C t:� : f+'" 51� uOAr fc°oR of ✓DINT 6'-p' �'-O ad m i l ' g M yT o y. OAS/N 70/RAIN , I I J m \ \ Z reoN �. y�•BAIT �'`2 i:_c. t 2:1 /=c• r-p• r=i• 2 Z ?van'&N JTv CJA.TLE ! 1 O O o z .ua'r nrR/rw a CONST.Of COLLAR ?�' 2 G G' (r O W a f` - C •;tli.V.• '0 �1 'r "RTRF.VC/V IY/TN - �, /Z" �- -� ?i 6'auNireC°NCRareoR �Owu'� I` OC 01-3 g •I,� II QLO//Nd S/VF WWLS M/N. MIX A4M1f vir°Rr°R� � � p-LLJ7_ !Y/ tl�l( LIF E.P I' Z/ QmQ7.tJAIP.I SL!/RRY f'�1 .1/M! K LYY a Cd/, ✓O/.VTO. •eiur NA.ea' III •il FLAT CUT /rEAAic7eRAcra71 r \ I v I r' 'A'RA.AacL/rTeJ SV'RAwEA ':;�;.' .:. ROUl7N ri.?HGL L (66I AER LLIACRCTJ I / M� ..A . JTO MACN/NEO ME/NUl L r '-IY/.I•/Y/.I M/R MLLOfv f fi a AE,r erAunJ \:� � � I _ NNN I �" 1p% � � 1'CO,M.RLTL OR GUN/TL RL/Nfs1C'OO ° 6'v.r'•k'2's->•ACNfr O/T/ONAL— I I- NL7TE=COLLARS l� r/rN 6•'i ..{ /' /1G LOUA(LY JANCfv/ JAAOR/C.TRlA7 LX/CSLV CW CONdT. SHALL ALSO,B,E VRAAUS COMAr~x/N wrrN cr/Riiw• R 1 vr•./t'AAr,N°Re°cr{sEAJ ✓DINT CONSTRUCTED �' TLS Data �,i••�� `•° I. ! AT ALL ,BUR/EO /.� C gRNaRNN f L CONSTRUCT JCRRACL RLI/N W//N s F M/N.LON6/rUR'NAL L34.VOE1p1 C.S.R AACN°R aRAos As sNGwN oN Aa.INs ✓DINTS. �' rarouNa mea ms-NLfry M M,swris~rlaw L 7Nf Scala 1"=40' 1 QRACKET OLTA/L ANCHOR GgLT CONNec770N ".�. '•i :'::•' GRAavAe AM wc7zw M/ar m ACACeArLNr all Cw+r terle . .. .. IW IMNIM. Drawn \ 1.'S.ICX Rre'CONCRLTf MORTAR f/N/SN ON SPLASH WALL C.S.P RISER, g ANT/-SEEP 7D AT,4C0,SAME COLOR AN07CXTL4Tf ASARIICLNT TERRACE iKA/N bD NOT TO SCALE — NOT TO SCALE — INTER/OR STREETS - /Z L rzeluce 41,ff Sheet 2 NOT TO 6CALE NOT J?J SCALE Of 13 SDIaU REVISIONS BY el,,Xf Alo;-f CUT-FILL LOTp pETA/L/3KEY/f60 - 5-/6-B•1 NATURAL GROUND - sLon«c cR.GE - - a[onxc c AOE Itie 4 SEn M laid bean MGM I i /� I C•P 6 1I D[{RED _ c•rVDC CD _.. /� /i _ ' WId 32"o.euMEred in poll r �1J"s, � o.«c GRADE � 11 9 - sLo.INc GRADE a-eI { f^, ------_---_=====5` - V==r= __--__ MIN. e e" -z'M.N. E --'.j— :COMPACTED=FILL= -r-_" R _� = __ •"] J - �_-_'U S�\ZP_B-ice == OVEREXCAVATE AND RECOMPACT ea,.to GDlonts blob T.1 a s s n s ..I z •r •� O.. a.xs •..# t.�J� Ste- 1 p — fn •T 4 e • R]_- coAc E E --,If '� -_PE_ __-- UNWEATHERED BEDROCK OR W CO R[TE.M e a • NIT D '.1 11" FETE �- - ° Solid arw+m a did eomaninG n+d. »aL L.I.NIrx `• =W L ]� t TIE] °" Y THE GE AL APPRCAL CON 0 IJ W x DRouT�L°� :LL ;LL [ �THEGEOTECHNICALCONSULTANT 0 a I z N O l AT I••0.C. wt ALL II LID L o Q Z 2 O" s:L nc]AT]Da o e ]•4 e•Re `v wlrn D our O: RARERARE $EE NOfE 5. TILLED W -IT AT[ D]T T E•Rf ; AIA I rr 2"M/N /NcREASE F.♦cantlnoue OF tl -E6' az O�srn couw][ x ?� f0] aI TOR ?1 GN DvcrrDDrlxa CUT LOT J ~ TOP 10 To. Ear'• o— uR[ u-`[��• TOE Or wonxa } ,11 m DE9jH AS NE675,5, c o :-� JI D tt r SS NOSE �� cur SEE Elax `' .�� N m g z GRADE x, SEE NO z q7,Q SETBACK`W" 4 DI 32"o.a Tor or Foonxc- -� 1• SEE NO re 5yLi ] a- 5 Natural Grade .a- .�, / NATURAL GROUND IJ,J �J o z z R.oE- 0 G cnAOE ° ] — o •A. FIT 12'min.Inm Iptunl wit - I Plit � CAROL,ToothqA'I - .°�s°:I xs.TIxD n.TNRRL IE ]DIL —— ,— n SETBACK ")V N u D l a r u x.1 I ' /y I'TVI ao1L POU. r00T1 xi O ai ..� ° , rDUR r0 S !-- 5'FOR H</0 NATURAL B ° :•1U_SO L / 3"Dlwr n siuso�° B .oa»s. _ REMOVE / 5, F' 1� 7'FaR ���UNSUITABLE�y MIN. SECTION M°TYPIC4L SECTION 5'-0"MAX. TYPICAL SEC?ION OVER 5'-0" TYPICAL PILAL°SECTION s'-0'MA X. - ---_---- -_--_-- N)gTERIAL / ----- ----- �. TYPICAL SECTION OVER 5'-0' - ----- MIN. I- N.T.s. N.T.B. N.T.S. -- - 36" Y_-_-__ _ NOTES "Q © QIS seas Q Hens Q 0 �• °" B=Rs _- -- /' 'COMPACTED ___ OVEREXCAVATE AND RECOMPACT L MASONRY UNITS shall be Grode A Dwlforminp to AS.T.M.CSa,and ma Nlfactured in amldaa:°with Calaete _ III_,-A—linbn ENlnbdarde. UNWEATHERED BEDROCK OR a pORTLANO CEMENT"I oonkne to AST.M.CISO. �, 3, s,�, •IAT ••Gc _ ,• I •']. "• T GRADE THE GE MATERIAL APPROVED N 3.ODNO8'fE+ball hon a ROSE E.."m,mgth of 3A00 P°I of 23 dayp. "•"r aoL OESIGNtrOn$LOPING GRADE ABOVEEIGRADE THE GEOTECHNICAL CONSULTANT DESIGN foR SLO PING GRADE ABOVE WALL 4.MORTAR°tall be truhly prsI, God uniformly DRAEd in tta ratio by NGNlnee of I Part Gmnnf,1/2 Port lime ENTITY' 4 V2 Par%Band lad Mall m"Ons to AST 11L CZTG if l!blle typ'"Mn+i°°wd,tta lien grtq Moll be omiHlid. MAXIMUM STRESSES xorc-ICD«CR[r[Ix T[DT MAXIMUM STRESSES --- NOTE —CRETE IN rO TIN To TEST le a 2AOoo P.].I. 3aoo Les. R 3`Ix h •1'l.Doo S GROUT Mdl be of fhdd GasEYteNGY Rath by ulasms I part oEnwlt,S parta and OR I part smut,3parf.und, 3.00o Le P[R s4clx.AT:s D•rs Im• tor] r.s.I.- 2co»ce[TE BLOCK. -GRADE A uxlrs . 2.ports two Graul. 2co:a�i uE��o�c•CRAG[ •A uNln boo r.s.i. ".s.r.«. ao A Im ..s.Ls NOTE: 3cA v TART]sAN D. !REINFORCING STEEL EMIT be ddwwAd ban oonformiRa n AS.T.M.ASW &ad.40.win Isbdorchbp Mall y.cA . [* r Rrs sAxo, Euu.,.LEE.L]. o.rr. "T6' e.. N• .. .I. s rT Deeper overexcavation and recompoction shall be performed a"�NnAr on�v I.s " eErr 4MOPT PAT EAET PUTTY.r'A'i PART.s"xD PRESSURE r o Las TER o ocrdarm bAS.T.M.AIBS. 4.Mo TAR-I PART c[MENT• enO ° cTlox co III 0 4 " L'M, ' S01L"" - - if determined to be necessary by the geotechnical consultant. %E PART LINE PUTTY.41/PART]] rRl S.PRPrIDE 4"Dq.PER FORAYED]UBGRAIN T. Su Sid.nasal?for lewlion rMNriatims of ideMctlME. 5.P'WIDE 4"PIA PER WAAT®SdSIE n1 WIT,314I ERAVEL FILTER BLANKET WITH 3/W'(RAqVEL FILTER BLANKET 12"xl2"IN-CROSS SECTION IS T.WNO' IZ°A 12°IN.CR055 FILrR 5 a NKI51-NG GORENn RE LENGryI aP 5u8aRAIN. fOR ENTIRE LENOTN qF EaBDRA1 . RETAINING WALL 12 TRANSITION LOT DETAILS Is 6' WALL — 6°BLOCK to RETAINING WALL II _ u Its TYPE °A° TYPE B I 6 Lf'TYo N sag i'Tv/? - NATURALNENS/OHS PEH PLANaj ( = FILL SLOPE _____ - m _ -=_=c_o_M_vnc4ED__=-_ / / 0•JZ'.M/N,1B'MAX 9/P-BAT n'iTN LONG AX/S 4ENTiCA6 % _ ___---_ GROUND p_ t� m ___ _ ROUGH GA'AOE > m ___---==_FIL4_-ter_ / / W ------------- // / I AS ANN ON 6 W It. Ce 0 EXISTING = GROUND SURFACE __- - - FINISHED CUT PAD _ REMOVE - OVEREXCAVATE 4'TYPICAL UNSUITABLE AND RECOMPACT _ ------- v Ix MATERIAL b Ic I\ (REPLACEMENT FILL) __ �__=_—fr •••••• '••••-••••• ••••- w Z - - - = `r BENCH \BENCH HEIGHT --I(A11N.J?•-- shall be performed if determined to ,.rofuEv wir�c'/vv-.rAv/N PLACE- 1' OR UNSUITABLE _ _-- - 'MI 7--- be necessary by the geotechnical 2'MIN.F�--15'MIN - MATERIAL consultant. w W KEY I LOWEST _ -�`-- BENCHING QAc = DEPTH BENCH - - (KEY) -� -2 MI UNWEATHERED BEDROCK OR UU MATERIAL APPROVED BY coMaao4eo= T �THE GEOTECHNICALCONSULTANT VELOCITY REDUCER (, IL w ' FILL-OVER-CUT SLOPE ___===F'LL�� 2 MIN. _ I ` Fes' __.s. KEY DEPTH < ExlsrwG -=----- --- <'TYPICAL SUBDRAIN AND KEY WIDTH RECUIREMENTS RIP RAP NOTES a I -- GROUND SURFACE yf_ BENCH - DETERMINED BASED ON EXPOSED SUBSURFACE -=y_f___ 91I- HEIGHT - CONDITIONS AND THICKNESS OF OVERBURDEN 1. RUN ROC GROUTEDRIPRAPHE SMALLEST ST GOOD QUALITY SHALL CEED3INCHE OR—� BENCH RUN ROCK HAND ON SHALL THE SMALLEST DIMENSION SHALL EXCEED3INCHES AND THE �N=-= LARGEST DIMENSION SHALL NOT EXCEED 1S INCHES.THE LARGEST DIMENSION SHALL _-__ NOT EXCEED 4 TIMES THE SMALLEST DIMENSION. O TOG OF CONC.L!N/Nrj=Ff/w`v 15'MIN. REMOVE ,Q UNLESS A&HKWisE rt/ov✓r/ // UNSUITABLE 2. THERE SHALL BE A GROUT BED OF AT LEAST 2 INCHES BENEATH THE ROCK ALL THE W /� / 2'�LOWEST� MATERIAL SIDE HILL CUT PAD DETAIL I5 VOIDS BETWEENTHE ROCKS SHALL BE FILLED WITH GROUT.MAXIMUM SPACING BETWEEN04 H MIN. BENCH ROCKS SHALL BE 2INCHES. Q ON PLAN // KEY (KEY) U I z DEPTH EX/sT/NG STFEAAI �' _. CUT SLOPE w �o W f 6X6-/0x/0 WW ME5f1. _ Q U = >7 + - EXISTING // Jrr 5' $ ill OfI J m Ill R m Z II_nl ,III SURFACE / Z �d.�IN /•� / 'N CUT SLOPE /0' O v 6"CONGPETE NI)V4. CUT-OVER-FILL SLOPE / I n O53 DO NATURAL ��zr- L/ DO GRDUND Z O a In r- FIT El Y REMOVE c¢ I n ~ _ MAX ` _-_ UNSUITABLE SLOPE N W =�=_I� MATERIAL PROJECT PLANE -y- _ LE✓EL - 1 TO 1 FROM TOE _=f==-� � _ \ Z:I ARA OF SLOPE TO O_MPA CT•ED, Z - T I - �O Z CONCYPETE SYOPE PROTECTION 13 COMPETENT 4'TYPICAL V FIB__ I� �. /3 6 MATERIAL = BENCH HEIGHT - �_ =_=s BE Ir15'MIN. yt ' 2:MIN LOW ESTV ,Ly" " _Scab. 1"=40' _ KEY BENCH DEPTH (KEY) NOTE:Back drains may be recommended by the geotechnical cons ,i'etavnrlrfo.aCl�a'/�E.ff/N/O.f>;'!O .YOTf.svWA/071sJ!/.9E-NfTTEOTO DIRT DIVERTER TERRACE DRAIN /9 Dr'"'" I'/lN i'/i'-,O'/I/.W/.I A✓!lOIO.YYi►f T.V!.,Al/SEACl/ON CY T.5'!G79A0/HC based on actual field Conditions encountered fAdGliL^.T.r9fA16J/O.fEO A2NCA'fTf /NS/lCTO.I f)Y/O.>7 TG PLAC!/NEA'1!Y •�I - JUlf.VCli A]/1N Gwr/iY/M.Y/LGWO. LtJA'C.'ETE Li16GW/7!. E• Job I - WG e^ KEY AND BENCHING DETAILS 14 TRAPEZOIDAL DIVERTER TERRACE DRAIN ore `" • ' SMa' 3 I H .G Of 15 shpi. �. Cm=m N MEN _ .a---- �� �ro - OWN7��� WIN A AIM MIN 1-0 I 1 1'1L2.. 4 �! 1 , 1�►FBI/!1►'�t ::: --=_�:�a l ��� � - .�I � �ti,�• _ ggq 141 INA VA I OWN Iftfif ' MMON ����►����®.LIB®,may . - will map ORION. Pa. alp MIN SMIN I ftl �� � ;•, .����►�, (t(( ,�r� = r+� - _ !' �� III ''' . �®_ =��- � .« " ��,, '•� �"� � �� -=tea%���f������►rr�N���ri�u° "� � "' �, � � � II � �� ���� �,; ,, ���� � ��, .. ill ���►� na �, ���� s . � l�rt - 71- . REVISIONS BY 20 � �\ ��� � I �7�' ems. - _ I� 3'G• .-� (� v� ��l � � � ' �� i� � a.?�% _ �� �O� ,¢eviseo - 1 d I.I M c I / , �, w CL.0 I : goo LLIQ Z� s g Z G] Paz s m LL�'.ZU '� 4 I,� 11`I III II I I11 I II 11�� I �/ � 3 y� 6S Y / C' Nr m _�s/S�EHor q' �. $III � \1� \\\•\ Z \1� � I / / �3'/ Da�/1�� s ) �' I I w j w (I c„ c., w w •e7 �hh �.'W -� / /i,l A i I I t� / .21 I .5 / 7 } 'mo : i�w'�' �oj„ Iui i��\',I�' o � o u o � A _ b� �.� / � ;•�\�, � 1. � J/ � 1 �� � 1�9i� li \�I�,. ems, � / 7�s d. (r H ,Q� BI � � � ��� �� � � �j � ?• n. m �� �l l � � �i � �SStl� � �iO1i 1 v0 c„ � �' o cE s \ \\� 1 1 � 'Q '4 `C 4 -0 W A A+ d .-0 "A A A A A � V •� /� \•/� \,.'I \ dl / '�� �/ 7�r� � I 8! I/ R � E I � ' � \ I I ' \ \� \1 �I�I 0 � � 'b 'U o. A � q of V V cb W b p - �I vl�A \ i.�I � .F i I ��, F P�-N •� I �.YI11 I " I I � I ���VA\� �� 1\ � '4 F � � ��\ �o � �:,��,a v\ �� �•L F zbGd � I, \ 111 7 GI A0 '.�\ ��I � .oc / ���. '1 � \. �..• ���� � '13_--�� gal � I/ !i I �� � � O m � m w ui � �1 A�\ � A.v, rc 1 � •:v "v � � III /3 v x s� — cc fn a. CL Lu ci • l o vz w s m In � z gUD Z � 0 W a r e R Z A 0"* (V Of 3 Shut. 1465 "-'_--�.`,_-]C \� ,- REVISIONS BY 1460 55 rlCY.fL9+E Ail. let-es/LpQ 5 0— - - j3g5 /4/5 LLI No E z. zL � rn T)0 a] 1400 9y/ 460 395 EL,1389.70 / /455 lyr/ r4�,y _ 1430 rq 9 14 400 7 6 o z G7 \ � �i 9 -.-• ' � - 63�3q`'�-- - � / / � �JE�T-Mcr22 /N 6S � � \ e � , EL 3 .i --- ..._ _.._ -\\ - ED 1..-\ " _ ro / .! _\ j—� �• G .Q7 f'YS R G`3 - oY .' fiO.oY f�� �I\\ < F=- \ d -- �\��% _�.- ,tea w � 9 I < LU to ��i A y� 'r° �� � � -- � —' _� —✓/ter �,,�t� ���v,.A 5 \`----�� ' _ '�\ �-_ t----" // �'___--'�---� / J '� a �• �--__ U I z /355 yya w Q F Q o o D q, J m rn $ y 9 0 /"i y6 /35p 0< o IN ; ° M Iw-a \flay c m z r= m m -.\ � K._ � �` a 1, '�'\_,,-_ � m �. 1 �• ' � n' �� �- I o.u. `�_ '__'_-- .,, 1 � `/____--_.-_.__- tiA��� ���Rw . 4 -.._ .- .�,���' 1+�� (i_ �'��, \�O \ 2p� � Sul• 1"-40' .wo I \ It gam- - ' 5 REVISIONS SY I. / �� I J1 fc EG.AIpLma EL8 { iO \.1467.8 Ii �/ % E1.1492.86 O EL.1441.78 .vK s6a a 1475 � � \ \ F• /47p � \ �FV t E .15 8 \ ,,._�_ �\ \\/f RA FrL. M1 / I`✓ Rp1 RAl 14 4 5 GU{6S7X./ T =:,j.� '. �`� \' W ZI EE /MR \ \� \ oo. 2• l GF- \\\ ry I440 /YAN„ �/5.-. I � ,\� ' "►� �J 0.0 a z Gz7 • � - � z r • re a. • Y ¢ Ce+ DTI E 37 \ \\�\ \ " \ � n t I ��� � � � 146• =;---. <�, � ,,y \�A0h 00 \y yh y u.. =U — \P • 9 _- \ of � \�\ �'y^ �\ �\` � ? \h a m \ n 21 Wt 15 _ e q c � �� G y = co \ a ti /5 f /5/5 w W < Sop —� Nw T = 7 /4 O Sul. 1'-40' X _� ey \\\\\\ /3 '. •dam _ xi � �� .»o _. EL .81.00�\ 13 st,.a. 1 \ /455 REVISIONS By 445 , 1ry� / /ST. M BCD CE✓.P?Z 69Gp ' b / I •', \�.. •': ` \ T'l ./i I j 5 � GRADEiS � O. ."\ \ .`O ` �{y� � ,\•� 1 �/ �, YHRI a ®REV.SGOPE OF , / tl' \ •_ %�� B6" RO Rocs R/P-,eAP \ Y l 1 _ �• / G.o . F tiff�` $ i, \ \ i� ,: , '\ '>`• 0'` / I -w "��. /M F dRL'A D 'v3 /. 8 DRgu: Y s � BEo LO 2ock 'aoT�,- � oWC Q -e 3 '8z .. S ° '� \ ND lFB /f C 7 E Q9�s CL,,0c ° ? /r -� \I \ s - TN/S /L AY BE S D RATHER 2 O I g OF THE a• :_,' � �2 NO S o U) '. .._ .. -. ..- - 6S •I _.,. •,, 9p�) ,.. / y v.� .......... -- — ,\11 S. .1 � \\�'. •�\,`,�\ _���\ SLOPE ROT T/O TOT V g iy s - W � � � — 6;, , �- N V� �W�- .B c,• 'fib' �. ••� Ih11 j ,`,�" /��'\\ o \ _ SS OW T EPGAN• /4/0 �w„1• R g Av g v QI / � I b31�, \ � .. - ... �F r i. :: i ;, 1 1 1� .,. _ - ;_-_- 111U�._ ;r'J � - .,< -•� ;,��j W T/ � �(. `\ \ EB..- i \•••.. a _ 8 'ri•,� 119q" ;:; ;% ti .� - :- ^i ` 1\ 75 ,/ %(!�:�, \ /,/ // y,.0 I s , t \ 771,141 -1410 N 1� J I 8 „ 5 „ ,v B� & 2jS .• j _„� c� :" � ��� y.� _..� w• '._7.fi`l /', ./ •`4�)� ///y1/,�,�� � �w ���•� 4P��///.'' _ -- „ „ / \II\,III\„ .•'Fo, /j_/.fr !D r..l''' _,_._.lV,•,►.-.. y �° / xi 2.9 ���.`,\ r(`�' - 'f 1 ��' / /,' I� \\, /i z O h r x 139q.7 O1390 i ce 1( 1,3 s. $ �• '(/ a / T, _ 90 �j Di9�r � m Z �1 y f 0704 GRADING PLANS TR. 2 a-si,"xly.ecLTsCC_ / ,-?3 \ •\ �• / �/ r, ^,"ram• / \• l -- ti. DRILL PLATE�ANGLE - r J __.__._ � ,� " ,:� ...- i � •74•�} / \ WITH/�i HOLES, \\ AC.- •I, �� CNECNERED! � A MATCHED A PLACES i (or Irat ootnomD 1 Draw I VLATE 45--94rc% ,�� N \ \ (• CHECKERED ,f/•� \�a H N l � I � r'I]SJy , � 1 Al la G.v, Z �f-( V O 3. LOr 6 i PLAN W I g o } '3? 1 E F/ •ice- : I �! ,\ i .j/ �a 1 \\\ fn W ul J m U� Z P P w �9R ye\�: ._ - .. .. \•\ I\\\� ._ '% �N ro ET AIL"e" DETAIL °B" Zjv¢� s ou !�. - E,urnoaraaf L� E f1iNa Grade o wa r- i C 6/ j OL - --.. a I- � \1 \ J o 3a �3 c - \., �'.. _., �.' \�•,\\, •'.,.. � >G�J J 1�°��` ylRIVETS pa.� � .Z arod�e,nui•^' p �mzr- e 1f}��1 � a•oa E � ".2p/?O1 '1�,,\ ` i j' ill / /! _ W 'B opaMae of L•12" • pofelole (J A- ' /, /, '_ ( z FOR - 1 .•. ., ,..� //, / / / / h / 0 s v ''' 3G"C.Y.P. 77 AD lT/ONAL'DETAILS \ / /. \ I, � rN1aRN[U•� _- r-. _� � ,�' d`� '/�//'/ �.. � �,•'' � /� �� NOTES .' ,�--.!"- ._ Tp�-SEE.oGRi✓ - �� -\ '• v, /% / ! / 9_ <_" [ __-- , .-- - - ��", / � / ! 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