HomeMy WebLinkAbout678-1 GENERAL NOTES /- •� •�o -y ,�• n • n ,ram N 1 PLAN 2 PLAN 3 PLAN 4 PLAN 5 -
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1. ALL WORK SHALL BE DONE III ACCORDANCE H77H THE CITY OF LAKE ELSINORE CROMPNCES NO. 801 AND 882 } F = E j
AND APPUC.ABLE STAND4.40S AND SPECIRCAIPONS AND THE LATEST£0/TON OF THE U.B.C., CHAPTER 33. • j �✓j = °� F ; y _ ��
2
2 A PERMIT SHALL BE OBTAII✓ED FROM THE ENGINEERING DEPARTMENT, C17Y OF LIME ELSINORE, PRIOR TO ANY r 4 ; l
OPER€nON. A �f/ 0
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOn"ALL UAL17Y COMPANIES AND USA ALERT(1-800-422-4133) :✓A/ �j V � �:®,*�J I /'1 0 ' ` i� � � A N r ` ,5•/jE � �
48 HOURS PRIOR TO GRADING. ----- _ i 'f r a7 �, f f �� Q o_ -- LOCATION e
4. THE CONTRACTOR SHALL NOnFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS/N ADVANCE OF BEGINNING a jg � '
GRADING OPER477ONS = ___ - e_ v = � �} 1 " ! CANYON NEWPORT RD
5. DUST SHALL BE CONTROLLED BY WA7ERINO OR 07HER MEMO LiS APPROVED BY 7HE CITY ENGINEER 3 _ - -G HILLS R Q
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL M 1 VER77C,4L, UNLESS OTHERWISE APPROVED, AND SHALL fT` s/f E� f%i - p;D o 215
BE SHOWN ON THE PLAN. - L// J �J j .3,1 ;`
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL 70 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE 40.0 - ^40.0' 40.0' ^40.0' 40.0 •'�iN•Ro ���.�
SHOWN ON PLAN,AND SHALL NOr HAVE ass THAN 90%RELATIVE CO.{!PACnON our TO THE FINISHED SURFACE. \\ t - ^ n� oy� i
8. FILLS SHALL BE COMPACTED THROUGHOUT IC 90%DENSITY AS DE7ERAI,'NED BY THE MODIFIED THREE-A.S.T.M. __ T j } j �, RD SCOTT RD 0
D-1557-70 TEST METHOD. f90 191 192 -�YON HILLS ROAD
c -- I D D D OTrONWooD ! $ D
9. FILL AREAS SHALL BE CLEANE71 OF ALL VEGEIA770V AND DEBRIS, 5GARIRED AND INSPECTED BY THE GRADING f93 194/95 Ig 1 D o D 'ry BUNDY CYN. CNN, Rp o D
e INSPECTOR AND APPROVED SOILS rrS77NG AGENCY FF.'OR TO rr,'E PLACING OR RLL 1B9 Ig Ig b td
$ 10. ALL RLL MATERIAL SHALL BE CLEAN EARTH NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND/S Igg20020f 02 0 Od 0 0 Oi O 0921 d Q e m z
APPROVE BY THE SOILS ENGINEER. 188 - ! `O CLINTON KEITH RD ! a z C
11. KNISH GRADE SX ILL BE SLOPED AWAY FROM ALL EXTERIOR WiAUS AT NO LESS THAN 1/2'PER FOOT FORA f47
E MIV'MU11 OF 3: THEN 19(MINIMUM) 70 FLOW LI'✓E OF EARTH SCALE. 1
87 146 LANE a 9 C
12. M/N.'MU.{H BUILDING PAD AND ORAIiNAGE SWALE SLOPE SHALL BE 1%IF CUT OR RLL SLOPE IS LESS THAN 10' / f48 128 127 I�„
° AND 2%IF CUT OR RLL IS GREATER THAN 10'. OR4/NAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND 188 145 1>f 1 f0 f00 y'S !---40,0' I-40.0' I^40.0' I-40.0' h�4r0.0'- ! C
CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF cur OR RLL SLOPES: 129 Jp M I
13. PROVIDE 5';VIDE BY P HIGH Bc77M OR EOU/VALENT ALONG THE TOP OF ALL RLL SLOPES OVER 5'HIGH. 185 149 144 C f26 I f2 109 G f01 I _ n ! n� n _ n N m
} 7H0."ANS BROS. MAP PG 23, GRY0 D4.
14. PROVIDE A BROW DITCH, DES'Y'NED 70/-4 AVLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES; f50 .4 130 1
25 O =
15. NO OBSTRUCTION OF FLOOD PLAINS OR FIA7URAL HATER COURSES SHALL BE PERM/TIED 184 Q f43 i 1f3 f08 p IO2 n 1 E of E E 1 E VICINITY f; lTD ;
Iffy 124
0 15 A 50ILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A RNAL SOILS 183 151 f42 f f4 / y 103 o p NOT 70 SL'•ALE
RETORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)ANO EXPANSIVE CHAR4CIER/SnCS OF 7H£SOIL. f07 'K
132 123
17. GRADING CERnRCATON BY THE DEVELOPERS CIVIL ENGINEER AND A ANAL COMPACTION REPORT BY SOILS 182 f52 141 �f+ 1 r� A_ c'•
ENGINEER SHALL BE SUBM17TED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR 70 15sU I,CE OF 4 115 1O4 e L 1 I ! LEGdJVIJ OF Y.R TAEV/H /DJ�/S OC .SY7:9BDLJ
s BUILDING PERMITS 153 f22 4 f06 + I1
18. THE PROJECT GRADING REPORT ENn7LED 'GRADING REPORT FOR PLANNING AREA 10, LOTS 1 7HROUGH 43, f81 f 16
INCLUSIVE, TRACT NO. 23848, C077OAWVOD HILLS PROJECT, /N THE C17Y OF LAKE ELSINORE C�r'ORN'M: 180 154 1
1 121 TYPICAL HOUSE TYPES HOUSE FOOTPRINT
PREPARED BY PAC/RC SOILS EHG/NEER/NC, INC., LAZED MAY 17, 2001, SHALL BE CONS/OERED A PART OF 120 117 €
THIS GRADING PLAN AND SHALL BE COMPLIED WITH. 179 /55 I SEE"ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS LOT NU!-HB£R e
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTRC4TON OF BUILDING PAD , 1 f I9 118 15 >5 159 160 161 -
ELEtAn01 WHERE SPSC117C ELEVARONS ARE REOUlRc� THE ELEVA77ow(ir77H RESPECT TD MEAN S£A LEVEL) f78 156 GARAGE LOCARO.N
SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO AD14CENT GROUND SURFACE IS R_OU/RED, THE AC7VAL 777 _ „� NO TJDNS E£
2 1 �
DISTANCE A80IE THE ADJACENT GROUND SHALL BE GIVEN. NJ �GARBUSN LA A'£ „ 1,!ODEL NUMBER AND ELEVATION
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINE47FD IN FIELD PRIOR TO COVUENCEMENT OF ANY I" I NOTE• THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES /ND'CATES ENHANCED ELEVATION
CONSIRUCTON/GRAOING. I
174 173 17Z 17l 17 /69 16 167 166 FORTY-EIGHT(48)HOURS PRIOR TO STARTING CONSIRUCTON OR EXCAVATION. _ DIRECTION OF DRFJVAGE
21. STABILITY CALCULATIONS W17H A FACTOR OF AT LEAST 1.5 SHALL BE SUR111 0 BY A SOILS ENGINEER TO THE f7 165164
BUILDING AND ENGINEERING DEPARTMEMS FOR CUT AND RLL SLOPES OVER30'IN VERRC4L HEIGHT. SLOPE
16P CITY OF LAKE ELSINORE 1-909-674-3/25 SLOPE
22 A FINAL COMPACTION REPORT WILL BE REOU/RED FOR ALL FILLS GREATER THAN ONE FOOT. 176 --- GENERAL TELEPHONE 1-800-422-4133
23. /F STEEP SLOPING 7ERRNN OCCURS UPON WH/CH FXL/S 70 BE PLACED, IT MUST BE CLEARED KEYED, AND CURB, GUTTER AND SIDEWALK B
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-909-674-3146 g
SOILS ENGINEER PRIOR TO PLACEMENT OF RLL AfA7ER/AL. SLOPES GREATER THAN 5.•1 AREREOU/RED TO BE KEYED p�f��Ei SOUTHERN CAL/FORNHi GAS COMPANY 1-800-427-2200 i 15.Q SPOT ELEVATION
t
AND BENCHED /I='OL7; AdAP 115 c SOUTHERN G41/FORA'rA ED7SON CO.:.P EXISTING SPOT ELEVATION
ANY f-B00-6B4-8123 .-L M
24. THE SOIL ENGINEER SHOULD INSPECT 7H£CONS7RUCnON/N lY FOLLOWING STAGES
NOT 70 SCALE
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AAD BEFORE BACKRLL OF ALLUVIAL, COLLU144L AND MEDIA ONE CABLE 7V 1-909-674-7741 DR/VEINY - D
7FRR40ED AREAS AND ANY SUBSTRUCTURES EROSION CONTROL NOTES,' UNDERGROUND SERVICE ALERT(U.SA.) 1-800-227-2600
PEDESTRIAN RAMP
p B. DURING ALL ROUGH GRADING AND OPc7T4770NS INCLUDING PRE-COMPACTION, BENCHING AND FLUNG OPERATIONS. N z
I e I 1. /N CASE OF77Gt?CY, CALL GLET✓CHASTAIN, GENERAL SUPERINTENDENT SE3:FR LINE0C. DURING lNS7AJATON OF BUTTRESS AND CANYON .4N0 FILTER 1.AlER1AL. AT(760)807-87-8325. �
D. WHEN ANY UNUSUAL GOZ D COND/TIONS ARE SM COU IIER£D DURING GOVSMUC770M NOTICE TO CONTRACTOR 2
2. THE EROSION CCNTROL PLAN FOR THIS PROJECT WAS NOT PREPARED BY THE BF SEDER BACKROW PREVET✓7FR n x
25. ERGS/ON CONTROL•ALL GP_".D£D SLOPES SHALL BE PLANTED W77N ROSEA/C£PLANT AT 12'ON CENTER OR UNDERSIGNED CML ENGINEER. SEE SEPAR47F PLAN FOR DECLARATION OF CONTRACTOR AGREES 774AT HE S�H4!I ASSURE SOLE AND CO.'f.P=RESPONSIBILITY q
ANOTHER APPROVED GROUND COVER SLOPES OVER 15'AV VERTICAL HEIGHT, IN ADDITION 70 GROUND COVER, SUPERVISION DURING CONS7RUCTON. FOR JOB S17F CONDInO,NS DURING n;E COURSE OF COVS7RUCTON OF 7HIS ----- - NEATER LINE _ u 3 C3
SHALL BE PLAN7EO WITH APPROVED TREES SHRUBS OR COMBINATIONS THEREOF. SHRUBS SHALL SE PLANTED AT PROJECT, INCLUDING S4f27Y OF ALL Fz SONS AND PROPERTY THAT THIS -2 m
10 ON CENTER; TREES 20'ON CEN7FR; COMB/N4TIONS, 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT R£gU1REA!ENT SHALL APPLY CON77NU0U5LY AND NOT BE L/.4!/lED TO PIORI,:;L ------ STORM DRAIN 3 p
SHALL HAVE PERA14NENT IRRIG477ON SYSTEMS 077H ELACKFZOW PREVENTION DEVICES PER U.B.G, CHAPTER 70. V.ORX/NG HOURS•AND RA THE CONTRACTOR SHALL DEFEND, mETANifY AND HOLD e
25.. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING GRADE AT 1 2'PER FOOT FOR A MiJ`MU,{/ THE 0,41VER AND THE ENGINEER HAR,VLE5S FROM ANY AND ALL LMB.IL17Y, REAL OR �C,F STREET LIGHT 1 a
PROPERnc'5 DURING THE GRADING PROJECT. / ALLEGED, IN CONNECTION;PITH THE PERFORMANCE OF WORK ON THIS PROJECT, €
OF 3.0'FROM FOUNDATION. EXCEPTING FOR LIABILITY ARISING FROM 7HE SOLE NEGLIGENCE OF 771£OWNER OR FIRE HYDRANT `s
27. APPROVED LROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY S0 SON AND 'H.P. EL.=F.F. EL-0.76' FOR X=f0' THE ENGINEER. €
SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. "H.P. EZ.=F.F. EL-0.86; FOR X=15' + EY/STNG UNDERGROUND U77LMES ARE AS PER AVAILABLE RECORDS THE CON7RdACMR 77i;NSFORMER
28 ALL WORK SHALL CONFORM 70 THE CITY AND STATE CONSTRUCTION SAFETY ORDERS X SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION IN THE FIELD. PULL BOX E
C 29. THE LOCATION AND PR07EC2701V OF ALL UTILITIES/S THE RESPOI✓S18IL17Y OF THE PERM/TTEE
M AN APPROVED SET OF GRADING PLANS SHALL bF ON THE JOB SI7E AT ALL 77.1/E5 3' 7'- 12' Q� RETAINING WALL (DECORATIVE)
31. SANITARY FACILITIES SHALL BE MAli✓TA1iYED ON S/7F FROM BEIi/NiV1i✓C 7O COMPLETION OF GRAD/NC OPE7ZAnON. MIN. VARIES 77.50 (PER SEPARATE PERMIT)
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE'PROVIDED FOR ALL SLOPES/N EXCESS'OF nl2' �n12 a� M4SO,NRY SCREEN WALL
3 FEET VERTICAL HEIGHT YA7HIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N ACCORDANCE O o
P77H ORO?IANGE NO. 882 PRIOR TO 7HE APPROVAL OF RNAL INSPECTION. F.F. ELEVS MIN. �G TUBULAR STEEL NEW FENCE 9
33. ANY CONTRACTOR PERFORM/NC WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF HV H THE SI7EAND HE - °> .- - '. 1/2%F>: 20% aQ� + !zr';✓.:
SOLELY RESPONSIBLE FOR ANY D4AY,GE 70 EXIS7IVG FACTURES RESULTING DIRECTLY OR INDIREC77Y FROM P"b HIS • a11V � PRODUCTION WOOD FENCE
OPE774177011S WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. o
I 34. 7HE DESIGN ENGINEER SHALL PROVIDE A MINMUM OF ONE BLUE TOP PER RAVISHED PAD, PRIOR M ROUGH - FINISHED +' +
T.C. 7D, OF CURB a
GRADE APPROVAL GRADE -LOT
€ T7ACIJVG DETAIL 35. APPROXIMATE DATE OF- BEGINNING OPER4770M• NOVEAfBER, 2004 TYPICAL REAR R YARD GRADING � NUMBER I F.L. fZOii2/NE ELEV. s
lffL
CO.:!PLETDN.• /v"✓U„RY. 2005 2v / T.G. TOP OF GRATE
36. NO ROCK OR OTHER IRRE-DUCIBLE MATERIAL ;77H A A 4X1.41UJ D,1 NSION GREATER THAN 3'WILL BE PLACED IN NOT TO SCALE M/N. 3' 4%
89
s FILLS W,J7N„N RO;D�O AREAS OR 3'OF FIN/SH GI£ADES, UNLESS THE LOCAnaN, M47EALALS,AND DISPOSAL MIN. ,AAN, G.B. GRADE BREAK
o
METHODS ARE SPECIFICALLY APPROVE BY THE SOILS ENGINEER. g 4% 1E F.G. RN/SH GRADE ! a
37. 7H£ENGINEER MUST SET GRADE STAKES FOR ALL DRAKE SERVICES AND OBTAIN/NSP£CTON BEFORE APPROVAL MIN.
NOTE:SURFACE WATER WILL DRAIN AWAY Y I R.C. ROUGH GRADE
3B. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. I FROM THE BUILDING. PAD=492.9 ' g o
€ RV/SH FLOOR(F.F.)EZEV. FF=493.57 = f.S. FINISH SURFACE -
2.0' SHOWN ON PLANS A A 0.5'OFI hI 4 o D
SOILS EPJG/NFER S CERT/F/GATE• )
L=30' 1 /NV! /1IVERT OF ORMN
THESE GRADING PLUS HIVE BEEN REKSI D BY THE UNDERSIGNED AND FOUND n ILL
1 I F.F. KNISH FLOOR EZEV. ` 2
€ 70 Bc/N COtir�r I--'^F;;77N THE RICO..:.ENO4TON5 AND SP£G/RGAnONS .�o Es o3� p I I ; a� C
OU tc 4' 7H 9--
AI:O CEOLOGlCAL RECONNAISSA✓✓CE REPORT PREPARED /•� <Y n o a s ROUGH GRADE 4S MIN = + 9 I G.F.F. GARAGE FINISH FLOOR i z
Fn /N _ _ f I �11 IllI W,,,
(Gi
// _� 2p$ GFF=492.9 .F'�• b D 9 C
no 23t ] p - Ilu III / B.V.C. BEGIN VER77CAL CURVE
€ �o•- 31 Fxa U3 I . . FINE•GRADE SUBGRADE(SG.)ELEY.
11 /r_ J �,,l Ic.1 SHOWN ON PLANS iI 1¢ � "� M
'/f AT r;E/ RCE NO. L,AIE -�-j a5'MIN. \ d• E.V.C. ENO V£Rncu CURVE
ix� m
r��,-% Z• 3'MIN. zJ
€ �,� CA_�. [SCALE EZEY. DEEPENED FOOTING WHERE/,VD^ATID - � -- �; P./. POINT OF/N7ERSE�nON g 9
a
SHOWN ON PLANS 0.5'UNLESS NOTED 07H£RMISE �71.90' rW TOP OF WALL LZEV.
IGNA7URF RCE NO DATE SG. 7'M/N.
6'MIN. /F SCALE fZOW2/NE
k T.F. TOP OF FOOTING EZEV!
SOILS ENGINEER CLOSER THAN 5'TD HOUSE D.F. DEEPEN FDOnw
PAciRc soeLs ENGINEERING, INC. EARTH WORK SECTION A A �smEFr� FRB L LENGTH
7715 CONVOY COURT
SAN DIEGO, GA 92111 800 CY CUT(100 CY/LOT) �/ r7 _ H� }•y \ _
858-560-1713 EDD CY EXPORT TYPICAL �vffiG<�r+ii FI/1!/iH GRADE AIVID ` - PREPARED BY: PLANNING DESIGN CONSULTATION
� O;Y OR/VE7iAY F
ATTN ✓EFF c/HNEY TYPICAL LOT
_ FINISH FLOOR SECTION
SEEN C+RITZRIA 'NOT TO SCALE Land Planning p_ _
NOT TO SCALE Land Surveying• P,-T 3LT oNeeN
P +fRO,Nr Y'RD.•FRONTAGE 52'OR GREA7FR-15'MIN. I,n ---
7D MIN. TO GARAGE. REVISIONS: APPROVED BY, DATE.
Civil En mecrin
- � BEACH MARK /FEss PR'c?i:.iEO UND'cR THE SUPERVISION OF. �... CITY OF LAKE ELSINORE
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e -
� FROFTAGE LESS THAN 52'-20'M/N. TO P.L. BRASS DISK TOP OF CO,NC. POST/S STA.4!PED E-12-70 0 � � � � I --
*NO MORE THAN(2I D.U.S AT SOME FRONT SE7PACK, ��-- `" ., �� ----� se&p. Inc. PRECISE GRADING PLAN
MINIMUM V:A✓✓uTI /S 3; APPLIED 7D GARAGE. 3 0.8 AALE3 NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE !y' �E GP W EL J.o• URKE R.C.E.47677 EXP.12/31/05 27715 Jefferson Avenue, Suite 201 1
SA INTERSECTION OF RAILROAD CANYON ROAD AND SrA7E HIGHH'AY o x pA�; /_ 1 CANYON HILLS-TRACT 30492
£ ♦ NO. 71, 373.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, No.47b77 m ml Temecula, California 92590 95i js9.;-.tsl0
�JOF Yi„•ROE• 5'1JIN FROM P.L. 7D£OF SLOPE f5' w PREPAit PHASE 7 .
- 30 FEET SOUTH OF POWER POLE NO. 14090 CUT H07F.• THE s„p.i2/si/os air sins sui£sell ru-:c sra .s;°.- =-r r.-_-, .:.rrstr asmxrs SCALE: ED FOR:
ADJACENT 7D R/W, 20'ADJACENT TO OPEN SPACE. ( aI CE ttax0Rr M*W WY AW SMT ee.�k�A:�,•rr�r c-ecsae 2
C POWER POLE HAS n;O(I DOWN GUYS)MONUMENT 1.0 FEE! � LOTS 133-140 �-�-'-3
s l Q / / f=20' KB HOME COASTAL, PVC
+R R YARD 15'MIN. FROM AL-0 TOE OF SLOPE NORTH OF A MARKER PO T. �9 F a� Q 1/ 24_olt
€. 1F° MY ENG/NLDf 7E 12235 EL Cd_E7r0 F,EF�1, SUITE lOD I -
ZO MIN. FROM NAIUR;L OPEN SPACE OR R/VY. ELEV 1296095 of c"�� AVVSL7/AL0 RCEA;2 56315 DATE: .S41V DIEGO, CALIFOR'r'6A 921JO W.O. FOI: KB HOME F.B. FILE NO.
11-10-04 612I2POlphO7 OK-I'jw/D�- R3;A V,&C, ' 40,17 61212.30 o