HomeMy WebLinkAbout679-1 GENERAL NOTES ��. f® A y • A ] -> PLAN 1 PLAN 2 PLAN 3 PLAN 4 PLAN 5
1. ALL WORK SHAL BE DONE IN ACCORDANCE W77H IH£C17Y OF LAKE ELSINORE ORDINANCES NO. 801 ANO 881 ¢�/_��y s E _b= o o e = ' 40.0' -I 40.0' - - 40.0' 40.0' 40 0'
AND APPLICABLE STANDARDS AND SPECIRC477ONS AND INC LATEST EDIAON OF THE U.B.C., CH4PTER 33 / ° °✓ � �. °��f '-: f 1 G,� �_f r �I -I ) 1 a
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE EmwRE; PR/OR 70 ANY - _ r. ! n n
OPERA770N. / A /q�J/ [/ / //j i c 'j
.7 7HE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL U77UIY COMPANIES AND USA ALERT(1-800-422-4133) L / V ®�d / /f t� r1 0 n A N $/T£
5 48 HOURS PR/OR 70 GRADING. _ b 'i p
r- ; f -A a o LOCAT/ON '
3 4. 7HE CONTRACTOR SHALL NOTIFY 7HE'C17Y ENGINEERING DERWRI if AT LEAST 24 HOURS/N ADVANCE OF BEGINNING J/�'► //'� l/�� r�:,-,_ I I_
GRADING OP£RARONS. T! 1 j4 V 30�✓ / j f 1 1 CANYON
5. DUST SHALL BF COMROLLED BY WATERING OR OTHER METHODS APPROVED BY 77/E C/IY EHGIN£E7L ///��� �1 1/ i� , �- ^ � HILLS R NEWPORT RD
6. CUT SLOPES SHALL BE NO SLEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS 07HERMSE APPROVED, AND SHALL LOTS
T� / ®� ✓ / r�r ij f // 1 \1 0 J) 215
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n BE SHOWN ON THE PLAN. L / a./ G vi `�' ��-�"
7. RLL SLOPES S/41LC BE NO STEEPER THAN 2 HORIZONTAL 70 1 VER77CAL, UNLESS 07HERW�SE APPROVED, SHALL BE � -� � 40.0'- 40.0'-- -40.0' -40.0" -- 40.0'-- �N,RD• � � �
SHOWN AND SHALL NOT HAVE LESS 771fW 9O RELATIVE CO,YPAC77ON OUT 70 7HE RN/SHED SURFACE.
8. RLLS SHALL BF CO,APACTFD 7HROUCHOUT,'0 90£DENSl7Y AS DE7FRM/NED BY 7HE MOD/RED THREE A.ST.M.
ON PLAN, A RD SCO1T RD
O-1557-70 TEST METHOD. f90 191 192 -�CAN70N HILLS ROsiO T D i D D O
c 9. RLL AREAS SHALL BE CLEANED OF ALL VEGETA77ON AND DEBRIS, SCN7/RED,AND INSPE07ED BY 7HE GRADING 193 194 -- D o i� D y BUNDY CYry, Rp OOD D
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR M INE'PLACING OR FILL. 1B9 J95 f9 19 19 0 - o
la ALL FILL mAIER/AL SHALL BE CLEAN EARTH. NO RLL SHALL BE PLACED UNRC PREPAR4770N OF GROUND/S 199 00201 02 p 04 O 06 0 0 21
s APPROVED BY THE SOILS ENGINEER. 1BB 1 1 -J 1 --- CLINTON KEITH RD g,
e 11. RN/SH GRADE SHALL BE SLOPED AWAY FROM ALL EX7FR/OR WALLS AT NO LESS THAN 1/2'PER FOOT FORA GINOPy z
M/N/MU.S/OF 3, 7HETJ 1,Z(MN/MU,S!) TO FLOW LINE OF EARTH S{VALE. 187 147 148 LANE m
$ 12. MINI,NUM BUILDING PAD AND OWAAGE SCALE SLOPE SHALL BE IX/F CUT OR RLL SLOPE IS LESS THAN 10; 48 °.
AND 2£/F CUT OR RU /S GREATER THAN 10'. DRAINAGE SWAGES SHALL BE A M/N/MUM OF 0.5'DEEP AND 186 ! 118 117 f 1 f 110 ��100 40.0' I-40.0' 40.0' 40.0' i�40.0'
CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR nu SLOPES 1 9 126 � N ~ � � � � � � �z m
S 13. PROVDE 5'MOF BY 1'HIGH BERAI OR EOUIVALETJT ALONG 7HE 70P OF ALL FILL SLOPES OVER 5'HIGH. 185 149 112 J09 �I lof raq
14. PROVIDE A BROW DDL'IL DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG 7HE 70P OF CUT SCOPES f50 125 C as } IHOdI.iS BRCS. dL4P PG.2B, CR/D 04.
15. NO OBS7RUCnON OF FLOOD PLAINS OR NATURAL WA7ER COURSES SHALL BE PrRu1 7FD. f84 O i 11•S 108 1p1 �S 1 E E E 1 E 1 E 111C/N/TY RAP
16. A SOILS ENGINEER SHALL BE RETAINED BY 7H£DEYELOPE7T TO SUPE7tNSE RIDING AND PROVDE A RNAL SOILS /83 f5f 4 f �23 X_ 1f4 107 103 I ."'� ,1 a NOT 70 SCALE
REPORT WHICH INCLUDES FOUND4770N REQU/REX1EN75(SUBD/V/S/ONS)AND IXPANSIV CHAR4C7ER/S7TCS OF THE SOIL
17. GRADING CER77RCA77ON BY THE DEVELOPERS CML ENGINEER AND A RNAL COMPACT70N REPORT BY A SOILS 182 151 �
ENGINEER SHALL BE SUBMITTED 70 7HE BUILDING ANO ENGINEERING DEPARTAf£NTS PR/OR 70 ISSUANCE OF �O 115 fO4 + �- LEGEND OF ABBRS11A TONS & SYMBOLS
p BUILDING PERM/7S 18f 153 140 133 f22 106 o 4 y
105
i 18 THE PROJECT GRADING REPORT ENITTLED 'GRADING REPORT FOR PLANNING AREA 10, L07S 1 7HROUGH 43
INCLUSIV& TRACT NO. 23B4B, COT70NW00D HILLS PROJECT, IN THE CITY OF LAKE ELSINOR& CALIFDRN6A; f80 154 139 134 12f 116 I i 2 HOUSE f007PR,f✓T
PREPARED BY PAC/RC SOILS ENGINEERING, INC., DATED MAY 17, 2001, SHALL BE CONSIDERED A PART OF 135 f>7 TYPICAL OUST T)'PES
THIS GRADING PLAN AND SHALL BE COMPLIED Wf7H. 155 I38 1Y0
5 5
} 19. A R£C/S7FRE7J CIVIL ENGINFER OR LICENSED LAND SURVEYOR SHALL SUBMITCEiPI7RG4TTON OF BUILD/NC PAD 136 f 19 118 179 1 1 f59160 161 SEE ARCH/7EC7URAL PLANS FOR CO'fPLETE FOUND477ON DETAILS LOT NUMBER
i
ELE147)ON. Kf/ERE SPEC/RC EZEYAIIONS ARE REDU/RED THE EZEl'A770,Y({Y77H RESPECT 70 MEAN SEACEVtZf 158 137 t G(PAGE LOC47701✓
SHALL SE OPEN. /F AN ELEVATION Wl7H RESPECT 70 ADJACENT GROUND SURFACE/S REQUIRED, THE ACTUAL 178 _ NO r
D/STANCE ABOVE THE ADJACENT GROUND SHALL BF GIVEN 177 SUGARBUSN LANE ` - MODEL NU,R56R AND ELEVATION
9 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL/NEA7ED/N FELD PR/OR TO COMMENCEMENT OF ANY f INDICATES EiJ v1NCE0 ELEYANON
CONSTRUC770N/GRAD/NG. 1 NOT.' THE LON7RAC70RS SH4LL NOTIFY THE FOLLOWING U77LMES'OR AGENCIES
174 173 172 171 17 169 16 167 FORTY-EIGHT(48)HOURS PRIOR TO S)ARDNG CONSTRUCTION OR£XC4VARON.
21. STAB/UTY C4LCUL47IONS W/7H A FACTOR OF AT LEAST 1.5 SHALL BF SUBMI77E0 BY A SOILS ENCv'NEER TO THE 166 185 DIREC77ON OF DR41NAGE
BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND RLL SLOPES'OVER 30'/N VERNC.AL HEIGHT, 17 164163 f62 C17Y OF LAKE ELSINORE 1-909-674-3125
22 A RNAL COMPAC77ON REPORT WILL BE REOU/RED FOR ALL RUS GRE47ER 7HAN ONE FOOT. GENERAL TELEPHONE 1-800-422-4133 Y SLOPE °
23. /F 57EEP SLOPING 7ERRAW OCCURS UPON WHICH RLL /S TO BE'PLACED. /T ATUST BE CLEARED, KEYED,AND 176 CURB, GU7 ER AND S/DDIALK
f ELSINORE VALLEY MUNICIPAL HATER D/57R/CT 1-909-574-3/45
BENCHED/N70 FIRM NATURAL SOIL FOR FULL SUPPORT. PREPAR977ON SHALL BE APPROVED BY A RE0157ERED 115_Q
SOILS ENGINEER PR/OR 70 PLACE IAENT OF RLC MATERIAL SCOPES'GRFA7ER THAN 5.1 ARE REOU/RED 70 BE KEYED SOUTHERN CALIFORNA GAS COMPANY 1-800-427-2200 SPOT ELEVA7TON i
AND BENCHED INDEX MAP SOUTHERN CALIFORNA ED/SON COMPANY 1-800-584-8123 :iuwa EXIS77NO SPOT ELEVAnON
€ 24. 7HESOIL ENGINEER SHOULD INSPECT 7HE C0NS7RUC770N IN THE•FOLLOWING STAOES:• NOT TO SCALE - p
A. UPON COMPLETION OF CLEAR/h'G AND DURING EXCAVATION AND BEFORE Ei4CKf7CC OFACLUVLA4 CDLLUKAC AND MEDIA ONE CABLE 7V 1-909-674-774f DRIVEWAY i D
7ERRICED AREAS AND ANY SUBSTRUCTURES EROSION CONTROL NOTES.• UNDERGROUND SER14CE ALERT(U.SA) 1-800-227-2600 � a
B. DURING ALL ROUGH GRADING AND OPE7L9170NS INCLUDING PRE-COMPAC170N, BENCH/NC AND RILING OPERATIONS
5 •�%i PEDESTRIAN RAMP ,
���- m
C. DURNG/NSTAL[A7)ON OF BUTTRESS AND CANYON SUB-DRAINS AND RL7ER AL47ERL4C. 1. IN CASE OF EMERGENCY, CALL GLEN CH4STAIN, GENERAL SUPER/N7FNDENT SEWER LINE f
AT(m)BOMB G)
a D, WHEN ANY UNUSUAL GRADING COND177ONS ARE ENCOUNTERED DURING CON57RUC77ON. NOTICE TO CONTRACTOR
' 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED {{fIH ROSEA ICE PLANT AT 12'ON CENTER OR 2. THE ENDS/ON CONTROL PLAN FOR THIS PROJECT WAS NOT PREPARED BY THE O SEINER AACKFLOW PREVEN7ER 2 �-
ANO7HER APPROVED GROUND COVER SLOPES OVER 15'/N l 7777CAL HEGHT, /N AL70/710N 70 GROUND COVER UNDERSIGNED CML ENGINEER. SEE SEPAR47F PLAN FOR DECLAR477ON OF CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND CO,VlPLETE RESPONS/8/U7Y @
SHALL BE PLANTED 077H APPROVED TREES, SHRUBS, OR COMB/N477ONS 7HER£OF, SHRUBS SHALL BE PLANTED AT SUPEAWS/ON DURING CONS7RU0770N. FOR JOB SITE COND177ONS DURING 7N£COURSE OF CONSTRUCTION OF THIS HATER UN.' -
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS
u 3 CJ
10'ON CENTER,- 777EE5; 20'O.Y CE717E7t•CO,SIB/NATIONS, 15'ON CENTER. SLOPES OtER 3'/N PER77CAL HEIGHT REOU/REMENT SHALL APPLY CON77N000SLY AND NOT BE LIU ED 70 NOR49L =____= S70R°A DRAIN _ z ni
SHALL HAVE PERMANENT/RRIG477ON SYS7EMS W77H B4CKFCOW PREWN77ON DEVICES PER U.B.C., CHAPTER 70. WORKING HOURS,•AND THAT THE CONTRACTOR SHALL OFFEND, INDEMNIFY AND HOLD _
25 APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED 70 PROTECT ADJOINING GRADE AT f/2"PER F00T FOR A MINIMUM THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL L/AB/U7Y, REAL OR STREET LIGHT >
PROPER]lES DURING THE GRADING PRO✓ELT. OF 3.0'FROM FOUNOA7)ON ALLEGED /N CONNECTON 1177H 7HE PERFORAIANCE OF MORK ON 7HlS PROJECT
ENGINEER.
27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND A14INTAIAIED DURING THE RAINY SEASON AND •H.P. EL=F.F. EL-0.76' FOR X=fO' IXCE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 7H£DINNER OR �{� RRE HYDRANT
SHALL BE IN PLACE AT 7HE END OF EACH CAPS WORK. •H.P. EL.-F.F. EL-0.881 FOR X-15' THE E ENGINEER.
a EXISTING UNDERGROUND U17URE5 ARE AS PER AVAILABLE REi;`pROS. ]}lF CON7R40I0R e TRANSFORMER
25 ALL WORK SHALL CONFORM 70 THE C17Y AND STALE CONSTRUCTION S4FE7Y ORDERS. SHALL BE RESPONSIBLE FOR VERIFYING 7NE ACTUAL LOCAAON IN THE REED.
j 29. 7H£LOCAnow AND PROIECTTON OF ALL U77UAES IS 7HE RESPONS/BlLIIY OF THE PERMI77EE; X - PULL BOX 5
30. AN APPROVED SET OF GRADING PLANS SHALL B£ON 7HE JOB S/7F AT ALL TASTES: 3' 1 7'- 12' Q� __ __ c RETAINING WALL (DELOR477VE)
31. S4N/TARY FACJURES SHALL BE MAINTAINED ON S17F FROM BEGINNING 70 COMPLE77ON OF GRADING OPOU770M MIN. VARIES' ct�a 71.90 (PET SEPARATE PERM/T)
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FAC/U17ES SHALL BE PROVDED FOR ALC SLOPES /N IXCESS OF I�Z 2 \r' �7L' 1`
3 FEET VERAC4L HEIGHT WfIH/N 90 LI4YS AFTER COMPLE770N OF ROUGH GRADING AND SHALL BE/N ACCORDANCE p p 'x it MASONRY SCREEN WALL
WfTH ORDINANCE NO. 882 PR/OR 70 7HE*APPROVAL OF FWAL INSPEC77ON. F.F. E7.EV MIN. \G� Y w' 7UBULAR S7EEL VIEW FENCE
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAM/LIAR/Z£H/MSE7F W77H THE S/7F AND BE o; 1/2%FT, a 1.:M.'N -
SOLELY RESPONSIBLE FOR ANY DAMAGE 70 EX/SING FACIL/TES RESUCTNG DIRECTLY OR INDIRECTLY FROM HIS `PAD D". _� 2p- -_41�N Q + } PRODUCRON WOOD FENCE
OPER4770NS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS �Wm� F ►�I�
i 34. THE DESIGN ENGINEER SHALL PROVIDE A M/N/MUM OF ONE BLUE TOP PER RNISHED PAD, PR/OR 70 ROUGH FINISHED I+ 71 T.C. TCJP OF CURB 9
GRADE APPROVAL. GRADE
35. APPROX14147E DAIS OF- BEGINNING OPERATION.• NO�BER. 2004 V 7 rE ei.� r I NUMBER I F.L. F10"YLINE a".. i
1 T J PICAL Inc,�R iARD GP,ALVAIG' DE TAIL E
COMPLEVON.• JANUARY, 2005 MIN T.G. 70P OF GRATE -
36. NO ROCK OR OTHER IRREDUCIBLE A147ER144 WITH A AIAX/MUM D1ME•NS/ON CREii7FR THAN 3"MU BE PLACED/N NOT TO SCfiLE -3' 4%
FILLS 1177HIN ROADBED AREAS OR 3'OF FINISH GRADES, U,YLESS THE COCATON, AL4rmas, AID DISPOSAL r MIN 89 MM//N. G.B. GRADE BREAK
METHODS ARE SPECIRCALLY APPROVED BY 7HE SOILS ENGINEER g fE g
e 4: w F.G. RNISH GRADE
;! 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL OiRAlN4CE SERVICES AND OBTAIN/NSPECTON BEFORE APPROVAL f'
e I NOTE*SURFACE ,WRIER NG. DRAIN AWAY MIN, 7' R.G. ROUGH GRADE
B 38. GRADING PLANS IY/LL NOT BE APPROVED UNTL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. FROM THE BUILDING. PAD=492.9
RN/SH FLOOR(FF.)ELEK FF=493.57 ' F.S. RI✓ASH SURFACE O 1 SOILS ENG/VEEP, 'S CERTIF/GATE:• _ 20' SHOW✓ON PLANS A A o.5'DF o D
1 ) L=30' /NV INVERT OF DRAIN ° g
THESE GRADING PLANS HAVE BEEN REY'EI{ED BY THE UNDERSIGNED AND FOUND N 1 m
;? m ti :.` F.F. KNISH FLOOR ELEV 9
70 BE AN COA AACE WTH THE RECO 1,'E1✓'l470NS AND SPEC/RCA77ONS C 1 I Z
OU7UNcy)tfr °SAND GEOLOGICAL !:COYNAlSSANCE REPORT PREPARED ROUGH GRADE MIN. + g ti c7
S !E T. 48 p01X _ G.F.F. GARAGE RNlSH FLOOR
3 20� II -11-1u -III IIh GFF=492.9 1 / ; z
i- B.V,C BEGIN VER77CAL CURVE €
!o� ZS 1 / L 0 \ `- RNE GRADE' - SUBGRIDE(SO..)ELEV. grR
SHOWN ON PLANS t$� E.1!C. END VERTICAL CURVE u s ID
�'^ RF' (RCE AO. DA \ 0.5'MIN. \� / t1• k m
DEEPENED FOOTING HHER£INDICATED 'K / / ! SJ
E SWALE EZEV. 3'M/N. A III �` P.L POINT OF/NTERSECRON
c SHOWN ON PLANS a5'UNLESS NOTED 07HMOSE / _ 71•g0' __ / 3 g
S/GNA7URE ACE NO. DATE S.G. 7'M/N. T.W: TOP OF WALL EZEY
6'MIN. /F SCALE FLOWUNE- T.F. TOP OF FOOTNC EZEI!
SOILS ENGINEER CLOSER THAN 5'70 HOUSE
D.F. DEEPEN FOORNG
77f5 C PONWY ENUR /NC, INC. EARTH 1•AifOR11 ,SECTION A A CURB E
S4N 0/EGO, CA 92111 900 CY CUT(100 CY/LOTf SIX T _ �l y YAY R 858-560-f7f3 900 CY IXPORT TYPICAL SI�BGRADE. r/1✓/SH GRADE F•iND - PREPARED 8Y: PLANNING DESIGN CONSULTATION F
ATM*JEFF 00iA✓EY TYPICAL LOT
FINISH FLOOR SECT/ONISB NOT TO SCALE R 110/QF'8-3.�1.T00426
SETBACK CRITERIA NOT TO SCALE n O Civil En u Planning
+FRONT YARD.•FRONTAGE 52'OR GREATER-15'MIN. r�(w/+ Land Surveying
>n PL, 1010 MN. 70 GARAGE, 9 BENCH MARK REVISIONS: APPROVED BY: D1TE aoFesslo\ PREPtJ2ED UNDER THE SU ERVI50� aF: CITY OF LAKE ELSINORE €
FRONTAGE LESS THAN 52'-20'MIN. 70 P.L. 1 BRASS O1SK 70P OF GONG POST IS STAMPED F-f2-m
'NO MORE 77[AN(1 D.U.S AT S4AfE FRONT SE7&ICK, n� �R�Fi SB&o, Im. PRECISE GRADING PLAN
M/N/MUM VARL477d�IS 3; APPLIED 70 GARAGE. @ 0.8 MILES NORTHEAST ALONG RAILROAD CANYON RDAp FRO.1!THE - G DANIEL J. URKE RC.E 47677 E%P.12/31/05
E JN7ERSECTON OF RAILROAD CANYON ROAD AND STATE HIGHWAY x.m DAB(�f_ 27715 Jefferson Avenue, Suite 201 CANYON HILLS-TRACT 30492 ' =
a w No.a7s77 m �04 Temecula, California 92590 951)693-3310
*SIDE YARD.• 5'MIN. FROM P.L.�R7E OF SLOPE; 15' € NO. 7f 373.0 FEET NOR7HWEST OF R4/LR040 CANYON ROAD, _ I a� K;�F �Fa cc��;.;�trx re, :ar..�re av`mwc PHASE 8
ADJACENT 70 RIW 20'ALUACE%J7 70 OPEN SPACE. 30 fEE'T SOUTH OF POWER POLE NO. 1 090 CUT(NOTE 7HF Epp 12/31/05 cY•aE1vtr fANO/pP anAro7 rcums+w�ALrCA Fri artm SCALE PREPARED FOR: a
a POWER POLE HAS 7{Yt7(2)DOWN GUYS.)MONUMENT 1.0 FEE! � 2 a
NORTH OF A 1,ARKFR POST. s �'v 1` r fL oa 1'=20' KB HOME COASTAL, INCLOTS 129-132 & 141-145
�F YARD.• , M/N. FROM P.L QB TOE OF SLOPE z qT ��• Q K 2SC 1
20 M1N. FROM NATURAL OPEN SPACE OR R/W! E7FV f 6.On e OF Cn�1Fo g1YO✓CiiVLDl Al 12235 EL CAI.1/NO Re',4L, SU/IE 10p
E -�-5 ADI 5-Ra Lo RCE AU 66915 DATE SAN D/EGO, C LIFORNIA 92130 W.0. FOR: KB HOME F.B. F1 N0.
IL' v� HA �
11-f0-04 612f1Po1phOB Q I{'ZD *
/ .n 1.,���- f,/n•�c� 61212.30
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