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GENERAL ORA0/NG NOTES CiTV LAffE ELS§NORE
I.AIL WORK SFMLL BE DONE/N ACCORD4NCE XT71 771E C/lY OF LAKE ELSINORE ORD/N41,CES NO.. 801 AND 882 AND
APFY/C4BLE STANDARDS AM9 S9EC/RC47IOYS AND INE LATEST EDBIOY OF 71/E UB.C., CfMPIfR 70. SITE
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NO
2.A PERM/T SHALL BE OBTAINED fROM THE ENG/NCFR/NG DEPARTMENT, CRY a-LAKE ELS/NORE,PR/CF TO ANY OPLX'AIION. GRAND AV£.
J. 711E D0ELOPA7 A4191OR 7HE CONIMCRM SHALL NOAfYALL 11AWY COMPAVIES ANO U.S.A ALERT 0-800-422-41M)48 :. .; -- - ------- --- --
NOURS PRIOR TO~AV I 1
4. THE CONIR4CRd4 BEFALL NOTIFY MECRY ENC/NEFR/NC DEPAR7MEM AT LEAST 24 f/OURS/N ADVANCE OF BEGINNING OF 9A ��SCA 95A �
GRA A Of PLANS
CRgD/NC OPER417ONS:
5.DUST SY4LL BE CON7ROLLED BY R07ER/N69 OR 0711ER METHODS APPROVED BY 7HE CY7Y ENGINEER I ANCHOR IYAY----
6 CUT SLOPES SY4CC BE NO SLEEPER THAT 2 HOR/ZONTAC TO 1 V£RAC44 UNLESS Olf/ERIYISE APPROVED,ANO SY4CC BE
SHOWW OW INE FYAN.7. FILL SCOPES SHALL BE NO SLEEPER 7HW 2 HORIZONTAL TO 1 WER=14 UNLESS 0771O W/SF APPROIED, SHALL BE-wow
ON INE PLANS,AND SH4U NOT 100E LESS 7HW 9OX AFLAME COMPACRON OUT 70 771E RN/S11ED SURFACE. EAi971-1 YORlf OUANT/T/ES
9 FILLS SFMLL BE COMPACTED THROUGHOUT 70 90X OEA'S/7Y AS'DETERMINED BY IMF MOIXRED 7HREE LAYER A.S.T.M Co"VERUCUON SPOILS(ES77MATED):2,600 C.Y. CUT/2,600 C.Y. FILL
0-1557-70 7EST METHOD. �I
THE ABOE L157FD OWN7771ES REFLECT THE ENGINEERS ES71MAIF 5
v1 39 I I O
9. ALL AREAS SFMLC BE LYEANED OF ALL IECETA71OV AND DEBRIS, SCARIFIED,AIVO INS IYVMV BY 771E 6240NG INSPECTOR OF THE ACAOL WZUMES OF MWERML CUT AND RUS9.. THESE W LAKE ELSINORE ' I J8 1 �---� o.
AND APPROVED SOILS 7FSPNG AGENCY PRIOR TO 71/E PLACING OF ALL. OUANADES ARE fOR ES71M071NG AND BONDING PURPOSE ONLY. 'E JO 1 1 8
THE CON7RA07OR/S RESPONSIBLE FOR CO7MP1,71NG HIS OWN
10.ACC RLL M47ERX SWU LIE CLEAN EAR71. NO RLC S TALI BE PLACED UN71L PREPAR47ION OF GROUND/S APPROVED BY OUAN7ITIES FOR CONTRACT PURPOSES SHRINKAGE, SUBSIDENCE � i ML K I I 31 I � � $ Z
THE SOILS ENGINEER AND ANY REMOVALS ARE B45ED ON REZD DATA OBTAINED FROM GRAND AVE GRAND AVE / 31 19 , ? Z
THE SOILS ENGINEER AND A07UN RED CONDIAON DURING $ANlYKW wAr ' 1 18 C
/A AN/SH OR40E SHALL SE SLOPED AWAY fROM ALL EXTERIOR NAILS AT NOT LESS DON 1/2"PER,'00r FOR A M/N/MUM OF CONSTRUCTION MAY VARY. y AW941FD IFAy / 33' 17 I _ K
X NEW IX(MIN/MULL)TO ROWLINE OF EARTH SWAZE. � .50F / J4 m C
J6 33 �-J�11-1/y//
12.MINIMUM BUILDING PAD ANO DRAINAGE SWNE SLOPE SH4CL BE 1X/F CUT OR RLL SLOPES/S LESS IHgN 10;AN /F 8O 2X � 31
CUT OR RLL LS CRE47ER DON 10' DRNN40F SWAIES SNVL BE A MINIMUM OF 0.5'DEFP AND coNS7RUC71OV A MINIMUM OF PRNg7E ENGINEERS N0710E TO cawmeTm5• - 37 - 1
2'fROAI THE LOP oF CUT OR mSLOPES
THE CONIR4076W AGREES DMT HE SYNC ASSUME SDCE ANO COMPLETE 1 Jg 22
13 f''RONDE 5'N1DE BY!'HIGH BEAM OR E(N/NNENT AIOVG THE TOP LF ALL RLL SUES DOER 5'H/Gf/. RESPONS/B/LIY FOR JOB S'TF COi1bY710NS DURING DIE CbRRSE OF 4544� � ..�lff _ I I
LaVS7RUOMV OF INNS PROTECT, /N249049 SVFIY RM AL PERSONS TEQ
14.PRONDE A BROW DITCH, DESIGNED TO HANDLE I170 YEAR SIURM BONS'AL ONO 711E TOD CUT SLaoa AND PROPERLY.• DOT IN/S REOU/REMENT-9ML APPLY COWflNUOUSLY ANO �R ��r/ - I
NOT BE UNITED M NOF&V N4MA7NG HOURS: AND DMT 771E CONNACTOR NVv' I I t1 -
15 NO 0BSIRUC7KIN OF ROOD PLNNS OR N4R/RAL 1WER 6WRMN SHALL BE PERY9770. 0 SHALL DERND, /NO&WIFY, AND HOLD IHE OWWER AND 71MT 711E ENG/NEFR
HARMLESS AVY ANY AND NC LMB/L7Y, REAL OR ALLEGED, /N I
16.A SOILS ENGINEER SIOLL BE REFNNED BY 711E OFkRaO ER, TO 5UPER47SE GRAD/NG AND PRONDE A ANAL SOILS REPORT COYNECDON NTH DIE PERFORMANCE CF WORK OV Dl/S PRO/ECT,
NHIC11 INCLUDES FOUN 4)7OV REOU/REAIENIS(S11a91k7 DNS)AND EXPANSN£0MR407ER/S710S 6F DIE SOIL. EXCEP)7N0 FOR L1481ZIIYAR/S/NG fRO11 771E SOLE NEMIGENCF OF 771E /� �/ �J,� '
OWNER O9 771E E N&NEER 11/(/1N/T/ MW
17. GRADING BI#M C470 I BY THE NO AV fRS'DVO CYNL O aNEAR/NC AND A ANAL COMPACDON REPORT L A SOILS ENGINEER 771E 6r1S7ENL�'ANO LOG4DON OF ANY UNa9?GWVND LWL117ES OR `
S/0CL BE SUBM/AEO 70 DIE BUILDING AND EHG/NEER/NC DEPARTMENTS PR/�70 DIE/SSUNYCE OF BUILDING PERM/IS
S INOIC41ES SHEET NUMBER 7I7UCIURES.SHOWW OV 77/RESE PLANS ARE OBTAINED BY A SEARCH OF NTS
16 711E SOILS fAG/NEER/NG/MESWAMN L07ED AUGUST 29 2001 PREPARED BY(BYGCOR&- AVAILABLE RECORDS 7D INC REST OF OUR A'NONTEXk- 7HRE ARE NO
GEO ENGINEERING.AV) AND 711E ENG/NEFMNG GEO600/C/NV£S77M7ION D47fD AWOST 2J,2091 PREPARED BY GLOBAL-GEO E 79WNG U71U71ES EXCEPT 7110SE SHOWY OW 771E3E PLANS. DIE
ENGINEERING;/NC SHALL BE CONSM9E ED A PART OF 711E GRADING FLAN AND SfMU X CO)aIM W N =Z940IOR IS REOI//REO TO TAKE ALL PREC:44710NARY MEASURE TO
PROI£CT DIE 1WL/TIES S IVOW AND ANY ORDERS LINES OR SNWIUMS L OVA T/ON/Y/A�
19.A REG/57ERED CML ENGINEER OR LICENSED LAND SURVEYOR SHW SUBMIT CYRDfIG4ROV OF BU/LOING PAO EZEVAROV. NOT SHOWN ON 7Af3F PLANS, AND/S RESPONSIBLE F6W IHE PROIEC710N
OFF, ANO ANY D4M4GE T0, IHES'"LINES OR S1RUC7URES
N71E7IE SPECIAL EZEVA71OYS ARE REOU/RED, 7HEEZEYg71OV(4W7N RESPECT ID MEAN SEA LEIEL)SfMLL BE G/V£N. IF AN EL NTS
EVARON W711 RESPECT TO ADOCENT GROUND SURFACE/S REOU/RED, 771E ACM&O/STANCE ABO4E 7HE AaMOEff GROI/ND
SHALL BE OMEN. pp
20.ALL PROPERLY CORNERS SHAIC BE CLEARLY DEZ/NEATED/N THE RED PRIOR TO COMMENCEMENT OF ANY C 1 � I �� NOTES � g ODNS7Rl/C710N GRAD/NG. i
ALA/OTES' l ___ -` 1. SWALES 70 BE CUT IN AT 1X MIN. g O
21.STAB/V7Y C4LCULA71OYS I417H A FAC17M AT LEAST I.5 SYNC BE SUL7M/TIED BY A SOILS ENGINEER TO THE BUILDING 15'»P ---- ---- AT ROUGH GRADE AND PRIOR TO LEGEND m
to NAv 1. S£C77ON i4-A"APPLIES WHEN THE BUILDING CONSTRUCT/ON. I 8 G
AND EA/G/NEFA'/NG LFPAR7MEN75'fCSR CUT AND ALL SLOPES OIER JO'/N lER7MAL HEIGHTS A \ l/ <_
A DIFFERENCE/N PAD ELEVATIONS � o
22.A RIK COMPA077OV REPORT MZL BE RE011RED fOR ALL ALLS GRE47ER 7W ONE FOOT. I EXCEEDS 1.0: I II F.F.euv i 2. SEE RIVERSIDE COUNTY STANDARD 207 _ g Z
m 1 AAD t�Ev. � i FOR DRIVEWAY CONS.. SLOPE � °z G)
2J/F STEEP SLO%NG/MRRA/N OCCURS UPON WH/CH RLL 5 70 BE PLACED,/T MUST BE CLEARED, KEYFD ANO BENCHED INTO �j 2. S£C77ON B-B"APPLIES'WHEN 7H£ I iI I I � ,__:..__.__ � Z
ARM NATURAL RZL FOR FULL SUPPORT. F'REPAR471OY SHALL BEAaPROkEV BYA RE0157ERED SL71LS ENGINEER PRIOR TO i DIFFERENCE IN PAD ELEVA7ONS IS A y e 3. HIGH POINT SHALL B£LOCATED -20 LOT NUMBER C
1.0'OR LESS, AND THE EXTRA DEPTH IN THE BACKYARD, 15'FROM THE 3
PLACEMENT OF ALL AG47E77MC. SLOPES GREATER IH4N 5.•1 ARE REOU/RED 70 BE A�YED AND BENCHED. OF F0077NG lS SHOWN ON THE ' / BUILDING LINE, HAVING AN ELEVATION -TRACT BOUNDARY m p�
av 4 Z�-
GRADING AND S7RUCTURAL PLANS it 1R1.SH I OF 0.3'BELOW PAD ELEVATION. EXIST. RETAINING WALL �' DO
24. 771E SYJ/L ENGINEER SHALL INSPECT THE CONSIRUCIION OF 771E FOLCON7NG STAGES• r i 1 •:... ,uu. 3 IN NO CASE SHALL THE SCALE k '�'' P= PAD ELEVA77NN
A. UPON COMRE71OV OF CLEARNG AND DURING EXCAVADON AND BEFORE E14CKALL OFACLUW44 COU M4L AND 7ERR4CE9 z? FLOW LINE BE LOWER THAN 7HE -"�- =tAREAS AND ANY SY/BS'7A7/CR/RES: BOTTOM OF FOOLING W/TH/N 5' _ FF= AN/SHED FLOOR ELEVA7701V
B. DURING ACC ROUGH GRgO/NO AND OFER4DONS INCLUDING PRE-C6WPAC71OV,"DYING AND ALL/NG OPERA71OVS FROM BLOC. LINE. '4 -�-- D/R£C7TON OF FLOW
g. FL.-H.P.= ....
OF BUTTRESS ANO CANYON SUYNMFNS AND RC TER A?RWNC. PAD ELEV-OJ' --- -- --- T.W. TOP OF WALL
D. N71EN ANY UNUSUAL GRAD/NG COYONIONS ARE ENCOUNIFREO DURING CONSIRUC71OY.W/Dl /� /� �F aRec•>roN Fcox•
T/ON V - (,/ �o T.F. TOP OF FOOTING
25. EROSION COV77rbL: ALL GRADED SL ORES ShNL BE F'(NVIFO ROSEA ICE PLANT AT 12'ON CENTERS OR Avow? FF. FIN/SHED GROUND
A9W;f0 GROUND COVER. SLOPES OVER 15-IN VERIIGS USS /N A6L'RN)E GROUND COIER,mRs- BE ig 2o,II N17H TypICAL REAR YARD GRAD/NO TYP/CAL L OT FINISH GRAD/NO FL' FLOW LINE
APPROVED 71.EES, SHRUBS �COMB/NgDONS IHERE� SHRUBS S70LC BE FYANIEO AT>0'OV CENTERS,•717EES 20'ON TB TOP OF 6"A.C. BERM
CENTER, COMB/N471OVS, 15'ON CENTERS. SLOPES OVER J'IN VER71CAL HEIGHT SY4CL 100E PERMANENT IRRIG4710N SYSTEMS
WN B4CI(ROW PRfkfN)70N DEVISES PER U.BC., CHAPTER 70. M8 NTS RETAINING OR BLOCK WALL (BY S£PERATE PERMIT)
26 APf'R00ED PROIFC710£MEASURES AND IEMf'OR4RY DRAINAGE PRONS%OYS MUST BE USED TO PROJECT AD/0/N/NG
B.S.L. BUILDING SE784CK LINE
PROPERIIES OUR/NG 771E QR001469 FN1'OISCT.
5'N/N. 5'mhm 5'mm..
27.APPROIED A.OSON PREYFNTAI/O£L7E79CES SNAIL BE PROWDED AND MNNTNNED DURING THE R4/NY SEASON ANO SH4CL BE J,Nam, FL /2. FL J,AHN J,ANAL F•L. I/2, F•L J'M/N.
/N PLACE AT 7HE ENO OF FACH D4YS NDRK. I I •' X vEPn+�aEEPENED 1
r �`FC>7nnc(N/7t7) 1
26 ALL NbRK SYLML CONFORM TO 7HE C/)Y AND STAIF L'ONSIRUCDOV S4FE7)'ORDERS. Emu DD m��WRNG TO 1
oN I I I DEEPENED F07nNc
29. 771E LOC4T/ON AHD PROIFC770N OF ALL LWAES IS THE RESPOVSOL/7Y OF 771E PERM/7TEE. PUNS I I 1 I zx MIN. rzwp mE a- "S>weE aowuve ro ee cEN/rRm ernY¢N
I 2:1 I SL SHOWN AL AND 11"OR FACE OF IVA11 AND STOOP
' I mm ON PUN. ALONG GRACE SIDE OF HWSE
JO.AN APPR00ED SET OF GRADING RAMS-WILL BE ON 771E,KIB SIZE AT AIL INES. I.o' zr N/N
PADI ELEY. 2AC MIN. PAD G". .' 10x• 12.T MIA'
4M.71. STARY FACYV71ES SHALL BE AOINTNNED OV 7HE SRE F&V&MINN/NC TO CO4IREDOV OF 09VN0 OPERAAOV. 2X,� I gas Ma: 1 2"Au•Y bbb O
p
PAo aEv D<
2OT ANX. PAO ELEY.. o G
J2.NL SLOPES SFOCC BE PLANTED AND/RR/G47ION FACYL/IIES S/0CL BE FVTDED FOR ALL SLOPES/N EXCESS OF 3 FEET `
VER71G41 10217 MAW 90 DRYS AFTER CWPLE7101V 0'ROUGH CR40/NG AND SY /N gCC BE ACCORMNOE W/W ORDINANCE N0. zg�
882 PRIOR M 7HE N PROVN OF RN4/NSPECUON. -7 .�'aVD-T 6ERM5•LESS 7MN I'HAW ANY
TI ANX 21 ANX BE CONSTRUCTED Ar 1112:I
' 'ANAL.(IYP.J/F F.L.a µ0 51RAHDOOR P i O
.d7.ANY LON7R4CT�PERFORMING NYRK ON/H/S PRO/ECl SFMLC FAM/[PRIZE H/MSEIF N97H 7F1E S/IE ANO BE SOLE Y CLOSER DNN 5'TO HObW 6-mm W. P FL a � � z
CLOSER 5'7O HOUSE BLE FOR ANY Lb4M4GE TO EX/S71NC FAC/VIIES RESUL71NG DIRECTLY OR/ND/RECRY f7XJM N/S OPERA7TON, N4YE7HER OR � � a z �
NOT SUCHFAC/LBIES ARE SHOHW01V771ESEPG4NS. Underground Service Alert SECT/ON 'S - B v SECT/ON A - A ED
J4. THE OESYOY ENGINEER SNAIL PRONOE A M/N/MUM OF DIVE BLUE LOP FER RN/SHED PqO,PR1 TO ROUGH GR40E G ER T m
AFPMY& ""'Call: TOLL FREE NTS A7W s
J5. DIE APPROXM 41T D4TE O'•BEGINNING OPERAIK7V SEP7ERMBER 2002 0 &DELOPMR.' SYNLS MNG/NEER• BENCNMMRK.•
COMPLE7IOY.• fE8 2003 RNERS/DE CVIINIY 6ENCHMW..•EC 23-80 ZV M&W aI aES��
1-8 0 0 00 DOVE STREET BUILDER GLO&1L-GEO ENG/NEER/NG, INC 11/2•ALUM/NUM CAP/N 6-caWREIE A�AW MW7RX S/"PIER�
J6.NO ROCK OR 07HER/RREZN/CIRE MAIERM N17H A AMX/MUM D/MENSYOV GREATER THAN 3"WZL BE PLACED/N RUS NYIN/N 2 2 7-2 6 0 O 1000 DO✓E STREET - SUITE 100 2712 DOW AVENUE - SUITE 'B" COLLAR STAMPED Wes EL2:
ROADBED AREAS OF J'OF RN/SH GRADES Z/NCESS THE LOCS4710N,M07ERWS AND DISPOSAL METHODS ARE S'ECYFrALLY NEWPORT BEACH L-A 92660 (714)505-8040 EZEVIAON..•1265..41 NP.O.ES PE&dT ANW?.• o4JE PDW7/SSWV.-
APPROVED BY THE SOILS ENG/NEER. 11 m DAYS BEFORE 105 P 16 (949)660-8988
(949)660-8988 G B 3J/J000055 2/19/02
J7. 711E 6146INEER MUST SET GRADE STAKES FOR ALL IRVN46E DEVISED AND 09TNN INSPECTION BEFORE APPROVAL.
�LOFEss SIEMENS w M/O L4 PIERCE INC. CITY OF LAKE ELSINORE SHEET No.
M GRADING PLANS MEL NOT BE APPROVED IIN71L ALL RETNNIAV WALLS ARE APPROEO BY THE BUILDING OEPAR7MEVT. E STevF"lC ME
CITY OF LAKE ELSINORE TITLE SHEET
aur,LN¢Rs uNv Ptawvms' uNv suRVLroRs18195McIX/RIIDTTW,,STMFc PRECISE GRADING PLAN
OU00A 92714 7NESE PLANS HAVE BEEN REWfKD FOR C0YPL0NCE N TY THE
3 APPROPRMIF CONORONS OF&M 0PA01ITAN0/OR C/7YA1149 PHASE 3: LOTS 31-44,TRACT NO.19358-3
No. 22446 :d (90)5W- 1 STATE L4N5 ANO A PERMIT CAN BE ISSUED" LOTS 17 AND 18,TRACT NO.19358-2.
k EXPIRES * PREPARED DER THE SUPERVISION OF: PHASE 4: LOTS 22 AND 30-38,TRACT N0. 19358-2, Z \
9r 9-30-05 P 9 /3 02 �` 9- LOTS 38.39 AND 40, TRACT NO. 19358-2 OF J SHEERS \-
CIVIL �a� 7 2 D3
DATE BY MARK REVISIONS APPR. DATE AXWCITY DOD?RC.L 707E PREPARED FOR: HPR HOMES, LLC FILE No.
FCF C o 0 E.STEVENSON R.C.E.2244 DATE CITY EiVC/NEER R.C.E./16603 SCALE.•AS NOTED 5D4'
DESIGNED BY: DRAWN BY: CHECKED BY:
OK- 9l15/,n7 �isA,;A7rQ« ;_a>. r'd,�c� .� - L