HomeMy WebLinkAbout705-1 GRADING GENERAL NOTES PRECISE GRADING & EROSION CONTROL PLAN FOR LOTS 1 -6
1. ALL WORK SHALL BE DONE/N ACCORLK&CE WITH 771E CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND OF TENTA Tl Vf- PARCEL MAP J2611
882 AND APPLIC4BLE STANDARDS AND SPEG17CA77ONS AND 7HE LATEST&WRON OF 771E U.B.C., APPENDIX
CH4P7ER 33.
2. A PERMIT SHALL BE OBTAINED FROM 7HE ENGINEERING DEPARTMENT, CITY OF LAKE EZS/NORE, PR/OR TO Q(L
ANY OPERATION. LOTS 2-5 /N THE COUNTY OF RIVERS/DE
3. THE DEVELOPER AND/OR 771E CON7R4C70R SHALL NOTIFY ALL URL17Y COMPANIES AND U.SA.ALERT y\Q�
(1-800-422-4133) 48 HOURS PRIOR 70 GRADING. PARCEL IVAP 30254R
4. THE CONTRACTOR SHALL NOTIFY THE C17Y ENGINEERING DEPARTMENT AT LEAST 24 HOURS/N ADVANCE OF (� ,y
BEGINNING GRADING ORFAARONS.
5. DUST SHALL BE CON7ROLLED BY W,47ERING OR 07HER ME7HOOS APPROVED BY 7HE C17Y ENG/NEZ"R. y�
6. CUT SLOPES SHALL BE-NO STEEPER THAN 2 HORIZONTAL 70 1 VERRC,44 UNLESS 071/ERMSE APPROVED, 1! ef\ SITE
AND SHALL BE SHOWN ON 7HE PLAN.
7. FILL SLOPES SHALL BE NO STEEPER 7H4N 2 HORIZONTAL TO 1 VERACAL, UNLESS 07HERMSE APPROVED
SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS 7H4N 90 B•RRAT&E COMPACTION OUT TO THE
FIN/SHED SURFACE. j
8. FILLS SHALL BE COMPACTED 7HROUGHOUT 70 90,T DENSITY AS DE7ERAIINED BY THE MOOIRED 77IREE
LAYER A.S.T.M. 9-15557-70 7EST ME7HOD.
9. fX1 AREAS SHALL BE CLEANED OF ALL VEGETATION AAV DEBRIS, SLXR/f7ED, AND INSPEC71V BY THE
GRADING/NSPEC70R AND APPROVED SOILS TESTING AGENCY PR/OR 70 771E PLACING OF f7LL. ` �y
10. ALL 1-7LL M47ERML SHALL BE CLEAN E4R7H. NO 1-7LL SHALL BE PLACED UNTIL PREPARATION OF GROUND
/S APPROVED BY 771E SOILS ENGINEER. y
11. F/N/SH GRADE SHALL BE SLOPED AWAY FROM ALL DOOR/OR WALLS AT NOT LESS 7H4N 112-PER FOOT F{{
FOR A M/N/MUM OF 3, 771EN 1$(MIN/MUM) TO FLOW LINE OF FIRTH SHALE. - - y��E':� \Q•Q Z
12. MIN/MUM BUILDING PAD AND DRNNAGE SWALE SLOP.SHALL BE IX/F CUT OR 1-7LL SLOPE IS LESS THAN
f0' ANO 2%IF CUT OR FILL IS GREATER THAN 10' DRNNAGE SHALES SHALL BE A MIN/MUM OF 0.5'DEEP
AND CONSTRUCTED A M/N/MUM OF 2'FROM 771E TOP OF CUJ OR RU SLOPES
13. PROVIDE 5'WIVE BY P HIGH BERM OR EOVIVALENT ALONG 771E 70P OF ALL FILL SLOPES OVER 5'HIGH. -
14. PROVDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR S70RM FZOWS ALONG 771E 70P OF CUJ - ,_ - -- .• .„: - 4y �{
SLOPES
15. NO OBSTRUCTION OF FZOOD PLANS OR N47URAL WATER COURSES SHALL BE PERM/77ED.
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER 70 SUPERVISE 624DING AND PROVIDE A _
17NAL SOILS REPORT WHICH INCLUDES FOUND4770N REOU/REMEN75(SUBOMS/ONS)AND EXPANSIVE
C1"C7ER1S17CS OF 7HE SOIL. y
17. GRADING CER17RC417ON BY 7HE DEVELOPERS CML ENGINEER AND A FINAL COMPACTION REPORT BY J I 7N/S PLAN HAS BEEN RENEWED BY THE
SOILS ENGINEER SHALL BE SVBM/77ED M 771E BUILDING AND ENGINEERING DEPARLPE?V7S PR/OR TO ISSUANCE �] P� I SOILS COMPANY AND APPEARS TO SE/N
OF BUILDING PERM/75: 'll GENERAL CONFORM/Tr WITH THE
18. THE SOILS ENGINEERING/NVESTG47701V D4TED APR/L 6, 2001 PREPARED BY T.H.E. SOILS COMPANY, RECOMM1=4RONS IN OUR REPORT DATED
SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, AVD SHALL BE COMPLIER WITH. _ _ /D.VOV 04WE MAKE NO
19. A REGISTERED CML ENGINEER OR LICENSED LAND SURVE)FUR SHALL SUBM?CER77RC477ON OF BUILDING I - --- --- I REPRESENTATIONS AS 70 ACCURACY OF
PAD ELEVATION. WHERE SPEC/FTC ELEVATIONS ARE REOU/RED, THE ELEVATION(WITH RESPECT 70 MEAN SFA - DIMENSIONS, MFASUREMEN75, 04LCULARONS 111 'Jill,
LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ALUACENT GROUND SURFACES REOU/RED, THE I 1 I I OR ANY P E DES/GN.
I Up
AC7Z41 DISTANCE`ABOVE 771E ADJACENT GROUND SHALL BE GIVEN. PAR. PAR. > I CML /L ENG/ �`t"fU�•.`'
20. ALL PROPER7Y CORNERS SHALL BE CLEARLY DELINEATED IN771E FIELD PRIOR 70 COMMENCEMENT OF �.Rr. A
ANY CONSTRUCRON/GRADING. I I 5 3 - i l� RCE NO. 2 3 4•!0 4- DAIS 21,44A 05 Ya°" �/IG'I71/IY /NAP
21. STAB/UlY C&CULARONS W/7N FAC
TOR CTOR OF AT LEAST 1.5 SHALL BE SUBM171ED BY SOILS ENGINEER ") N.T.S
TO 771E BUILDING AND ENGINEERING DEPAR7MEN7S fOR CUT AND FILL SLOPES'OVER 30'/N VERTICAL HEIGHT. ENGINEER/NG GEOLOGIST i�
22. A FINAL COMPACTION REPORT W/LL BE REOU/RED FOR ALL FILLS GREATER 7H4N ONE FOOT. I • I EG NO. LtA7E
23. IF STEEP SLOP/MG 7ER2UN OCCURS UPON WHICH FILL /S 70 BE PLACE, /T MUST BE CLEARED, KEYED,
I I
AND BENCHED 11VM FIRM NA7UR4L SOIL fOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY PAR. I "%wN CAtlftfi•'
REGISTERED SOILS ENGINFER PR/OR 70 PLACEMENT OF FILL MA7EMAL. SLOPES GREATER THAN 5.•1 ARE
REQUIRED 70 BE KEYED AND BENCHEDV,
24. 7HE SOILS ENGINEER SHOULD INSPECT 771E CONSTRUCTION/N 771E FOLLOWING STAGES•
+'UPON COMPLETION OF CLEAN/NG AND DURING EXCAVATION AND BEFORE MCKf7LL OF ALLUNAL, COLLUVl4LAND I P6 P i
RALL ROUGH GRADING AVD OPERA ONS INCLUDING PRE-COMPACTION, BENCHING AND F2UNG ( - EARTHWORK QUANT/T/ES
DURING
OPERATIONS. " , - MN7HRON Sr '
'OUR/NG INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND f7L7ER MATERIAL. I RAW EST/MATES ONLY t
'WHEN ANY UNUSUAL GR4011VG COND/BONS ARE ENCOLINLERED DURING CONSIRUCRON. RAW CUT 1,600 YDS I
25. EROSION CONTROL:ALL OR40ED SLOPES SHALL BE PLANTED W/TH ROSEA ICE PLANT AT 12'ON CEN7ERS III RAW F/LL 8,000 YDS t
OR AN07HER APPROVED GROUND COVER. SLOPESOVER 15'IN VERTICAL HEIGHT, /N AWfflON 70 GROUND I I NET IMPORT 6,400 YDS
COVER, SHALL BE PLANED W/TH APPROVED 7REES SHRUBS, OR COMBINATIONS 7HEREOF. SHRUBS SHALL
BE PLAN7ED AT 10'ON CE71/7ERS,• 77?=,, 20'ON CEN7ER,• COMB/NARONS, 15'ON CENTERS. SLOPES OVER I 1
3'/N YER77C.AL HEIGHT SHALL HAVE PERMANENT IRRIG477ON SY57FUS W/771 840('FLOW PREVENTION DENCES i UT/L/T/ES.•
PER U.P.C.
26. APPROVER PROECTVE MEASURES AND TEMPORARY DRAINAGE PRONS/ONS MUST BE USED 7R PROTECT
ADVOIN/NG PROPERRES DURING THE GRADING PROJECT. III IIIEP/A�YE
27. APPROVED EROSION PREVENTATIVE DENCES SHALL BE PRONDER AND MAINTAINER DURING 771E RNNY
SEASON AND SHALL BE/N PLACE AT THE END OF EACH DAYS WORK. I I G.T.E.150 S. ✓UAN STREET
28. ALL WORK SHALL CONFORM 70 THE 0/7Y AND STATE CONS7RUCRON SAFETY ORDERS. I 92
29. 771E LOCATION AND PROTECTION OF ALL UTILITIES IS IRE RES'PONSIB/L11Y OF THE PERAMEE. III I (909)929--949T
30. AN APPROVED SET OF CR40ING PLANS SHALL BE ON 771E JOB SRE AT ALL TIMES. f00 0 100 200 300
31. SAN?ARY FAC/L/TIES SHALL BE d1AINTNNEO ON THE SIT£fROM BEGINNING 70 COUPLE77ON OF GRADING I I fly
32. ALL ON.SLOPES SHALL BE PLANTED AND/RR/G4RON FAC/L/TIES'SHALL BE PRONGED FOR ALL SLOPES/N i I �� r--� i� RIVERSIDE COUNTY FIRE DEPARTMENT
410 W. GRAHAM
INN'ACSCORLWC��ORD�CE NO.W882 PR/OR TO IRE APPROVAL OF f7N& INSPEC77ON/NG AND 5H4[L BE SCALE 1 = 100 LAKE ELS/NORE C4. 92330
33.ANY COAFMC70R PERFORMING WORK ON 7H/S PROJECT SHALL FAMLIAR/ZE HIMSELF W/R/THE S17F AND OWNER/DEl/ELOPER 1-800-472-5597
BE SOLELY RESPONSIBLE FOR ANY D4MAGE 70 EX/SR FA NG C/LIKES RES'UL77NG D/RECRY OR/ND/REC7ZY fROM
HIS OPERATIONS WHE77VER OR NOT SUCH FACILITIES ARE SHOWN ON IRESE PLANS fl�/liYA1,�S11 ,1/�i4/N
34. 7HE DESIGN ENGINEER SHALL PRONDE A M/N/MUM OF ONE BLUE TOP PER FIN/SHED PAD, PRIOR TO C&C COLLIER S7REE7 DEVELOPMENT
ROUGH ORADE APPROVAL. PAR77VERS, LLC RIVERS/DE C0UN7Y fZ000 CON7ROX LNS7RICT
35. APPROXIM47F D47E OF- GRADING OPERATIONS 33761 K/NKERRY LANE C/l�/L SHEET INDEX & WATER CONSERVATION D/STRICT
BEGINNING OPERATION.•✓UVE 1, 2005 SAN✓UAN CARSTRANO, CA 92675 1995 MARKET STREET
COMPLETION•AUGUST 1, 2005 (949)-851-5100(Ph.)
NO ROC 6. ROCK OR OTHER IRRED41CYSLE MA7ERML WRH A MAX/MUM DIMENS/ON GRATER 77-1AN 3'W/LL BE RIVERSIDE, CA. 9250f
3 (949J-Z61-9092(FN.) TITLE SHEET AND INDEX- C-� (909)955-1200
PLACED/N 7US W17HIN ROADBED AREAS OR 9'OF FINISH GRAOES UNLESS 7HE LOCATION, M47ER14LS, AND A777V MR. MIKE C✓WG/LE (909)684-8409
DISPOSAL METHODS ARE SPEC/f76ALLY APPROVED BY 771E SOILS ENG/NEER.
37. 771E ENGINEER MUST SET GRADE STAKES fOR ALL DRAINAGE DEWCES AND OBTNN INSPECTION BEFORE ENG/NEER CONSTRUCT/ON NOTES AND DETAILS - C-2 avA Rrfam SM04T AUNT
APPROVAL.
38. A GRADING PERMIT WILL NOT BE ISSUED UNRL ALL RETAINING WALLS ARE APPROVED BY 7HE BUILDING AW7M5 yG&8R00AS 6MWL77AV.DVNL9?S (909)808-8100 OR
DEPAR7MENT. 1570 G17NS(/MER CIRCLE., UN/7�- PRECISE GRADING PLAN- C-,3 (909)808-8100
P11(951)J72-84Gb FAX(951) T72-8470 LEGEND
GRADING GENERAL COMMENTS PREC/SE GRADING PLAN- C-4 ELS/NORE VALLEY MUNICIPAL WATER 067R/CT
THIS S/E HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIM/NDIRON SYS7FM(NPDES)PERMIT ARCHITECT 1200.00 EX/SRNG ELEVATION 31315 CHANEY STREET
LAKE ELS/NORF 64. 92MI
70 REGULATE MUNICIPAL AYO/NOUSIR/AL STORM WRIER DISCHARGES. HAHDLEY ENGINEERING ON-SITE STORM DRAINAGE PLAN - C-5 X�200.0 EX/SRNG SPOT EZEVARON FROM AER14L TOPO (909)674-3146
NPDE5 PERMIT NUMBER- 8 33Ci30ydS 047E PERM?ISSUED. 1�'/s' Y 130 EZ CWINO REAL 1200.00 PROPOSED FINISH SURFACE ELEVATION
_- IUSTIN, GA. 92780 PE=1200.00 PROPOSED PAD EZEVARON Li4S
PH 1V 0 ss9 7 0 EROSION CONTROL PLAN - C-6
PH.
14)811L 69-11Y F.F.=1200.00 PROPOSED FINISH FLOOR ELEVATION SO CAL GAS CO
EXISTING S70RM DRAIN 25200 7RUMBLE R04D
- -($J- - - EX/SRNG SEWER ROMOLAND, CA. 92585
(W� - - EX/SRNG WATER (909)928-2801
LEGAL DESCR/PT/ON ASSESSORS PARCEL NO. SOILS ENG/NEER S� _ _ PROPOSER S70RU DRAIN a-IT7
LOT 13 OF 6000W/N, WH/T7EN AND ELLI077 S SUSOMS/ON OF L075 8 $rOPOSED SEWER SO. CAL. ED/SON CO.
n-15a Oro 11 aucw an-las-ova T.H.E. SOILS CO.LYJ W PROPOSED WATER
AND 9/N BLOCK i1'OF EZS/NORE, /N THE C/IY OF LAKE ELS/NORE, 41548 EAS7MAN OR/VE; UN?G 2600 MENEFEE R040
COUNTY OF RIVERS/DE STAE OF C&AFORNK AS SHOWN ON A MAP S/TE ADDRESS MURR/ETA, CA 92562 EXIST. STREET LIGHT ROMOLAND, 64. 92585
RECORDED/N BOOK 4, PAGE 241 OF MAPS• /N 7HE OFRCE OF 771E PH.(951)894-2f21 FAX(951)894-2122 EXISJ. F.H. (909)928-8207
COUN7Y RECORDER OF S41V D/EGO COUNTY, CAL FORNLA, TOGETHER H77H 59$594,594 598&600 LANNE STREET (909)820-5498
THAT PORTIOAI OF COLLIER AVENUE VAC47EO BY RESOLUTION NO. 89-21, 18421&16951 COLLIER AYE
o RECORDED OCTOBER 27 1989 AS IN57R1,MEHT NO. 373929 OF OM014L LAKE EZSNCW& C4 92510
RECORDS
JOB ADDRESS MARK DATE REVISIONS APPR. DATE RECOMMENDED BY: 'ROFP1A.y1uW[r0VRitifExf fWCaWgA11E �' C°rU°H ARMS1RONG&BROOKS
ART/R/EA"FUF IELZ a &IMaAOr X,/ ,",
" CONS11MG ENGINEERS,INC. CITY OF LAKE E LS I N O R E
SEE SHEET 2 pRo essi .aro/Lw Cff AiV 57AN LUS AW A FMff CAV� J o r ANN?jG-NFMTUCTK-41 DBUOPMiNi-RATER RES rUS
C� R.C.E. EXP.
LOG N0. DATE �'•9 .asRn Lb2•Tat fx� coR0aar�p°,NZF�aN�& 1 Bore'
RfiawT AV"X 9�d a1r ar/on: , 6cb (951)372-8400 Ph.(95��7z-e,�o Fa, TITLE SHEET
V ACCEPTED BY: aCS3114 ,•, KF.1'LUIpLO R.C.E 56915 _._ 422-413J
i T1/E MYAIF DION f?SMW AL fUV 5 AIFSRawHE fa?AW&W F 6/ * CYJI'pawmt 07Y al mAr fl-sm7PE ,.o Moeene do maee rai ac PRECISE GRADING F 0 R LOTS 1 -6 1
7W AAZRWYA4V ACUPTMU1Y 01 M LR`SX.N hVWW.RV TILE EYDV7� p P9EPA9fD u.YAR SLF07YS�QY aS• BENCHMARK SHEEP OF 6
LYSCREPW&9Y A7 SX A-1fR Al2TCYA5"WYAC 1W Wry`NG CLN(57AGti7X5'1 �4�OF Gll��a\ o SCALE AS NOTED T.P.M. 32611 FILE No.
TILE P TONE EWYNEER SWL W Rf-', SS'E fW Ld'.7fRN/AW AN R.C.E. EXP. D 3 7./' S
ALI2PTARE SCL'UMV AW&WW NE PANS cW A-PROM 8Y RE 1'LP. 7.16A9 V Al 1, AT S1111El'1/GY Lim
j ENG AGE7KY DESIGNED BY: D DRAWN BY: LA- CHECKED BY: 9C4 DAB DATE 03/26/04 von. z�w301.taRTR0ev slRaT W.O.p.c: W.O.i: P.Z.: FOR:
N7(U4V Q BMAM'S RGE NQ S3JJ4 EST.6+A)-O7
nY-4/1 ; �1,
NOIE.•IHE CONSIRU0770N OUAN7717ES SHOWN O/J THESE PLANS ARE FOR 0I7Y FEE PURPOSES ONLY. TT IS THE
CWMCTORS RESPoNS/B/L/7Y 70 PERFORM AgmaVAL rwfag'S FOR BIDDING PURPOSES: i'0'[a1G A'RErA57 2.5' 2.5'
CONSTRUCT/ON NOTES - HARDSCAPE QUANTITY UNIT N p P BETA/N/NG WALL NOTES.
JA C1:N5'APLA.T 0.15'AC 012W a45'aB AS PER SYBLS lEPoRT(PARKML) 24829 sr I p i _ fJ Boas' a 2.5" 1. SOIL BlAR/NG YAL(�!/SED/N CESYCN/S l,BV PSF. BOTTOM OF
1B CCWS7RUCr O-V AC OVER a94'a B AB PER SMS AYFORr(DRAM) 7z820 -V yA � B, � D AC PAPM X71EPE a a F0077NG SH41L BE AT LEAST B'a20if LOWEST ALWCENT SOIL ON 95X
2A C05MCr MIF i1-6'CLWB PER RAOFS nE CUM9Y SM LW&Aft 200 1,114 LF I]t!� p p ae'ORs d a 30, COUR I D RU.
28 caus7Rucr B'TYPE b'crAPe PER A4r7Psx1E ctrAv7r 57a awa Aro rot .15J7 IF 0"CF a a 2. CONCRETE M FOODNG 70)EST 2"LBS PER SO.IND 28 ll4YS
67.74 67.90
O Ltaxs7RLOr t'71PE D'PER ABPERSOE ccvM'7r sm.rn4a,xz zot Jo IF )C/FS k TC/FS 3 CRYL'REIE BLOLW.•B'OR>2'GM.U. (I-SILTED SPOT FACET GRADE 7✓;
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t 8' CROUT
J LOYS'7AYA^T O}YCRE%E SW.ILE PFR R7AK J(wA7N PER PYAN) .x174 .SF p D Tin= 1500. F/=40
F. ,000
O CV0WXT.CT 5-RGL-qA8 PER SULS REPORT ON"#fz4) � _ 4.REMFORCAYG S7M SH41L BE AS7M A615, CR40E 60
$570 SF Ff O 24'VeN®Edge
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tp J ,y�REp SF - -e ( 1 -� 5. G/rYIUP. J PART CEMENT, J PARES SUR 1 PAR7S PEA CR4VR
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7 cLt15mcr RETAAN/NO WALL AF7GAIT mars a67,70 A0'U4.Y 67.52 AS 67.68 FS - I -
PER LETAp av MU7 NO 2 2Jf Lf, .. /4 x 2i'84R5 0 _ 6. 3'CLE4R4WE REOUNE0 BE7N'5flN RE84R AND EAR771 0 <
B CLNS'7Rlcr 6'N/CA/SCRaw wALL PER ARCM7EC7URIL Lw4*w.,s 175 IF 2'-0.O.C.MM.2 A IX/Sr
7 ALL HORIZONTAL AND YERDCAL SIM 57AU BE COMIAY/OUS OR ,(9 a76FR[.Cr L'SMFM O AV&Z PER AEM 2 129 R 1F MW BLOC 4 - /1A{E A M/hUMtL1/24'LAP SPLM,E
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1J EA B GRD//T ACC CLTLS O 74 Fbn
!J Abr usEn _ - TYP/CAL WHEEL STOP DETAIL 1 n 9 ALL FOOTINGS ARE TO BE PL4Cm AG4/NST I4VWI1,%FV OW/W
CO I '
12 XSIRI.1:•r BKYILTER 77.P MM SWV--PER C4L9734M4 570fiM7ER 8A/P 1C4 � ,1 I
65..67 T.C. 66.15 1E 66:5f TC ly=%
J4 C'aiGNLCr MMM 57VP PER LETAF ! 50 EA 66.f7 F.L. 66.01 >a WALLS SHALL NOT(7B5'7RC�7 OR CONCEN7RA7F LOT LbYAAVAGE. /
75 L'ars7RrA:•r MAW sa4[K LWAN PEEP RAER9G1�cOIMNr sm.oxs Aa 309 5 EA e, 1>.MLY/AH/M SD?ESSES•F3=70,[Kia PST, 1m=1,500 si
Js Cmt5mer G7L'W 64SM w/S'IA1�w PUMP d FOq:F AA4N PEIP d` _� P n /v
AffrYAMML ENCANEFRY PLAN J EA 66.67 F..£ 1 �- PASS•NE PRESSUALF=260 PSF ,I
CONSTRUCT/ON NOTES - DRAINAGE QUANTITY UNIT JX +x ( 6D�x , `' �I assJ 6s65 CO9WfNT FRk =oJS HIM(fop):14 O 1'ac.
p MM 12-XIS A-/2 M Pff(Q4 AH9V"ECLU MAL- 6 LF m g � 65.03 TC 12.ALL BLLUY WALLS SHALL BE SPL?FACE SLUMPSTONE'OR DINER Ft 7/oMz As SAroxa7
CURB RAMP 6 5 Li`GYJR47N£AJAIERl4L APPROVED BY PLANNING OLPAR7AIEM.
® M ML 2 PA Va M-AaS At12 M R91N(OP AA190 0 iWV Jay LF 66:79-rC I � 6 f• -66.63 7C !� C N o 14 Atr.7
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GYLAIIED FRUEd s7az LYAME/aP,499NYfD Ai9P LFrA[[N W.s J 66.67 F.S 4! m 1J.PCEAS'E REFER TO THE SOILS REPORT FOR M/N/A/UM Ca1BEO,UE7✓T _
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ALL GR4DIVkEV G SOILS
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APPROI EO Sb/LS REPORT. SEE NOTE 18 UNC7ER[:ENERAC �3
AVTES SHEET 1 OF 5 66.25 1E
6' (PER PI 4N) 6'
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NCRETE SWALE DETAIL
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65.98 r.L: DETA/Aff aL 7" c> �aRA� STS
65.46 EG 7' J'
65..80 T.C. 65.85 65.90 T.C. '
65.30 FL.-,,_ 65-T5 F.L. 65.40 F.L.
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