HomeMy WebLinkAbout711-1 GENERAL NOTES /� /� PLAN I PLAN 2 PLAN 3 PLAN 4 PLAN 5
1. ALL MORK SHALL BE DONE
AND APPLICABLE S`ANDARDS/AND ACCORDANCE
S AND THE LATEST ED nO,Y OF 7NE U.B.C, CHAPTER 33.NORE ORDINANCES NO. 801 D 0 r�f /'sC G/ ®` i //�V� -I�40.0'� -�40.0'- -�40.0'� 40.0'� 40.0'�{ 74�
2. A PERMIT SHALL B OBTAINED FROM THE ENGINEERING DEPARTMENT, C/7Y OF LAKE ELS/NORE, PR/OR 70 ANY /n`/`y /(��� / q 1 ° ,Q ° Ail 11
OPERA 770N.
3. 7HE DEVELOPER AND/OR THE CO3VMCr0R SHALL nOnFY ALL UnV7Y COUPAN,'ES AND USA ALERT(1-B00-422-4133) CANYON V / O V r s�/L..t/c✓ A O A 7� A A SATE
48 HOURS PR/OR TO GRAD,= _ _ o vS �i
4. THE CONTRACTOR SHALL NOnFY THE C/lY ENGINtEMNO OSPARTRVENT AT LEAST 24 HOURS/N ADVANCE OF BEGINNING //q� �j 4 {��y`_J/ �p ' r I� b L0CATION
GRADING OPERRATOVS. // 1 A C/ V O��u�2-/ / /1-1i c.i i.r c� � 1 1• 1 �D CANYON I
HILLS R NEWPORI RD r
5. DUST SHALL BE CONTROLLED BY Y✓AlE7�/NG OR OTHER METHODS APPROVED BY THE CITY ENGINEER. �y �+ /� I
6. CUT SLOPES SHALL BE NO STEEPER MAN 2 HORIZONTAL 70 1 VERncA4 UNLESS OTHERMSE APPROVED, AND SHALL � C T� � /�9 � �f..� or �;/,y�__ /1 O� 15, �
BE SHOMN ON THE PLAN. / �/ / R1L1ji0ID Ir 215
7. FALL SLOPES SHALL BE NO STEEPER THAN 2 NOR/ZONTAL 70 1 VER77C44 UNLESS 07HEMNSE APPROVED, SHALL BE J �^40.0 40.0' 40.0'- 40.0'--{ 40.0'-{ Col. C.
SH01f7V ON PLAN, AND SHALL NOT HAVE LESS 7HAN 90n REZA77E CO,A1PAcnON OUT TO THE FINISHED SURFACE.
8. FALLS SHILL BE CO,:fPAC7ED THROUGHOUT 70 90.T DENSITY AS DETERMINED BY THE MODIRED THREE AS.Till RD SC0 RD
D-1557-70 TEST 1AFTY0D. 1.0 191 192 Y HILLS R0,10
9. RU AREAS SHALL BE CL£AN'ED OF ALL VEGETAnON AND DEBRIS, SC4R11-7ED AND/NSPEC7ED BY TIE GRAD/NC 193 1 -- D o D D D D N BANDY CYFJ. J ORD OOD g v
INSPECTOR AA'D APPROVED SOILS 7ES77NO AGENCY PRIOR 70 THE PLACING OR FALL
10. ALL F7LL HTER, L SHALL BE CLEAN EARTH. NO F7LL SHALL BE PLACED UN771 PREPARAnON OF GROUND IS 1B9 / 199 00101 01 0 O 0 0 OA Oa 0 21 'a ' TL9
APPROVED BY THE'SOILS ENGINEER. 188 CLINTON KEITH RD m
11. RNISH GRADE SHALL BE SLOPED AI:iAY FROV ALL DOERJOR BALLS AT No LESS mw 1/2'PER FOOT FOR A ^npp
MIN%MUM OF 3; THEN 1:* (Af1NI,11U.:f) TO fZO,7 LINE OF EARTH SN ALE 187 147 J Y IANE
12. MlN1.I/UM BUILDING PAD AND DRAIAACE SU ALE SLOPE SHALL BE 1Z/F CUT OR FALL SLOPE IS LESS THAN 10' _
AND 2.T IF CUT OR FILL /S GREATER)FLAN 10'. DRUl1✓AGE SN'ALES SHALL BE A AAMMUM Of 0.5'DEEP Ah'D 166 14B 145 129 127 111 1 f0 h f00 y 40.0' 40.0' 40.0' 40.0'�{ 40.0' n
CONSTRUCTED A MINIMUM OF 2'FROM THE 70P OF CUT OR RLL SLOPES o f26 c� p
13. PROVIDE 5'1;7DE BY P HIGH BERM OR EOUNALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 165 f49 f44 C 112 109 G f01 7 n
14. PROVDE A BROW DITCH, DESIGNED 70 FUNDLE 100 YEAR S70R,1f RZO;YS ALONG THE 70P OF CUT SLOPES f50 130 125 C r 1 7HOU4S BROS. A AP PG.28, GRID DA
15. NO OBS7RUCnON OF FLOOD PLAINS OR NATURAL HATER COURSES SHALL BE PERM/77ED 184 I43 1I3 f08 gA f02 h E E E E E 1//C//I Y IMP
16. A SOMS ENGINEER SHALL BE REMIXED BY 7H£DEVELOPER, 70 SUPERVISE GRADING AND PROVIDE A f7NAL SOILS 183 151 f42 131 124 Q 114 t� 103 :9 L a L Nor TO SCALE
REPORT ASH/CH INCLUDES FOUNDA77ON REQUJREMSAUS(SUBD/NS/OVS)AND IXPMWSME CHARAC7En/SIMS OF THE SOIL. 107 Q , '6
>4f 132 123 I o 1
17. GRADING CERnr7CiATiON BY THE DEVELOPERPS CAL Eh'G/`.£ER AND A f7i'U1L CO..!?ACnON REPORT BY A SOILS 182 152 FFF
ENGINEER SHALL BE SUB,I//rTED 70 THE BUILAWO AhD EUMNSEX7✓G DEP R72f£NTs PRIOR 70 ISSUANCE Of f53 140 f33 f2? !J5 !06 104 0 .�-Gri ID OF At313/�erVIATIONS & SYMBOLS
BUILD=PER,A/75 1
18. THE PROJECT Gw%v REPORT ENnn D 'GRID,NG REPORT F04 PLANN6IG AREA f0, LOTS 1 THROUGH 4U, f6l it 105 A
INCLUSIVE TRACT NO. 23848, C0770MfOOO HILLS PROJECT, AV THE CRY OF LAKE ELSINORE, C UFORNLA' 78p J54 139 134 121 m
PREPARED BY PACIRC SOILS LNG/NEER/NG, INC., D47ED AMY 17, 2001, SHALL BE CONSIDERED A PART OF 5 117 T YP/G'ell/ HOUSE TYPES I HOUSE FOOTPRINT
THIS GRADING PLAN AND SHALL BE COMPLIED W ZY. 155 138 135 f20 LLJJ
>79 15 15 SEE ARCHITECTURAL PLANS FOR C0,61PLE7E Ft7UNQAnON DETAILS LOT NUMBER
19. A REGISTERED C/V/L ENGINEER OR LICENSED LAND SURVEYOR SHALL SUB,:f/T CERRnf7CAnON OF BUILDING PAD f36 ff9 118 159,60161 t �
EZEVATO,V. 11HEnr SPEGm EZEYAnpNS ARE REOU,RED 7HE EZEYAnON(r;TH RESPECT To MEAN SEA LEVEL) ; 156 137 GARAGE LOCA710N
SHALL BE G� /F AN ELEVA77ON 1,77H RESPECT 70 ADJACENT GROUND SURFACE IS REOU/RED, 7H£ACTUAL r 178 _ _ I I
D/STANCE ABOVE n1£ADJACENT GROUND SHALL BE GIVEN. I 177 SIILTARSUSH LANE NOT/F/CA IONS �� MODEL NUMBER AND EZEVAnoN
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED/N F�ELD PR/OR 70 CO.VUEHCEUENr OF ANY I I NOTE' THE CON7RAC70RS SHALL h'OnFY THE FOLLOMNG U77LI77ES OR AGENCIES \ INDICA7ES ENHANCED EZEVAAON '
CO ABILITY n LCULA77 187 I FORTY--E7GHT 48 HOURS PRIOR 70 STAR77YG CONS7RUCTON OR 1=414An0,Y.
na n3 f7z n1 77 165 16s1661651641
O I
21. STAB/V7Y CALCULAnONS 117n/A FACTOR OF AT LEAST 1.5 SHALL B£SUB.:1/T7ED BY A SOILS ENGINEER TO THE f66 165 - - D,RECnON OF DRAINAGE ,
BUILDING AND ENC/hE£R/,',G DEPARAtENTS FOR CUT AND FILL SLOPES OVER 30'/N VER77CAL HDOHT. -- /7 164/6 162 CRY OF CAKE ELS/,SORE 1-909-674-3125 �0-- SLOPE
22. A RAAL CO'.1PAC770N REPORT Ii77L BE REOUIRED FOR ALL FILLS GREATER 7I41N ONE FOOT. 176 GENERAL TEZEPHO,YE 1-800-422-41M
23. /F STEEP SLOPING 7ERRVN OCCURS UPON J;HCH FILL /S TO BE PLACED, IT RUST BE CLEARED, KEYED, AND ELS/YORE OILLEY UVAIC/P.UL J'AlER DISTRICT 1-909-674-3146 CURB, GUTTER AND SIDEWALK
BENCHED INTO RR,:l III7URUL S02 F04 FULL SUPPORT. PREPARUTOV SHALL BE APPROVED BY A REGISTERED SPOT EZEYA7)ON
SOILS ENG/AEER PR/OR 70 PLACEZZAIr OF FILL 1.!ATERNL. SLOPES GRE47E�R THAN5.•1 ARE REQUIRED 70 BE KEYED A7 SOUAYER'J G'.VcGVV.�1 GAS CO,PANY 1-800-427-2200
AND BENCHED. /NDEi1 MAP SOU71YERN CAL/FORNW EDISOV COMPANY 1-800-684-8123 11 ° IX/STNC SPOT EZEVAnON
24. THE SOIL ENGINEER SHOULD INSPECT 7H£COYS7RUCnON/N THE FOU01ANG STAGES• NOT 70 Sc4LE
A. UPON COMPLE770N OF CLEARING AND DURING EXGIVADO,Y AND BEFORE 84CKRU OF ALLUVIAL, COLLUNAL AND AIED.A 01E CABLE IV I-909-674-7741 � DR/V EY AY v
TERRACED AREAS AND ANY SUBSTRUCTURES EROSION CONTROL NOTES.' UNDERGROUND SERVICE ALERT(USA) 1-800-227-2600
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-CO,:IPACnON, BENCHING AND RLVNG OPERAnONS. PEDE577ilAW RAMP
1. /N CASE OF EMERGENCY, GALL GLEN CHASM& GENERAL SUPERINTENDENT
C. DUR/NG/NSTALLAnON Of BUTTRESS AA'D CANYON SUB-DRAYS AND FILTER/.A7ERL4L SE I; LINE
AT(760)BOXERD. I;HEH ANY UNUSUAL GRADING COND/nONS ARE EiL'COUN7ERE0 DUR/NG CONS1RUCnON. NOTICE 7 O CONTF'�3 CTOR
25. EnOS/ON CONTROL.ALL GRADED SLOPES SHALL BE PLANTED 1;77H ROSEA ICE PLANT AT 12'ON CENTER OR 2 TH£EROSION CONTROL PLAN FOR THIS PROJECT n As NOT PREPARED BY THE r Nf SELER BACKROW PREVENIER
AN07HER APPROVED GROUND COIF SLOPES'OVER 15'&1 V<RnL�UL H.-7CHT, /V ADD177ON 70 GROUND COVER, UNDERSIGNED CENL ENGINEER. SEE'SEPARATE PLAN FOR DECLAR1n0 H sx4q I'.SS•UME SOLE AND CO,tnnE,REsPONS121UTY11 OF CONTRACTOR AGREES 7HUT
SHALL BE PLANTED k77H APPROVED TREES SHRUBS OR CO',,'0Zi%A77OVS THEREOF. SHRUBS SHALL BE PLANTED AT SUPERKS/ON DURING CONSTRUCTION. FOR JOB SITE'COhDInONS DUiriJJG THE COURSE OF CONS7RUCTOV OF THIS GiUER LINE
f0'ON CENTER TREES 20'ON CENTER CO.:J9/N UnO,VS, 15'ON CENTER. SLOPES OVER 3'/N IERnG1L HE7CHT PRWECT, hi'CLUD;I,G S•J'•E7Y OF tJ1 Pe7RSOJ✓S IuVD PROPERTY TY-,AT 77 __-_- - n
REQUIRE/.;c7✓r A412 APPLY cownNUO✓SLY AND Nor 9E V•!!/7; 70 OR:.'.SL -_-_-- S70R21 ORA/N
SHALL HAVE PER:!.WENT/RR104720N SYSTEMS I;77H 5140KF1OW PRE'VENnOV DEUCES PER U.S.C. CHAPTER 70. ZvAni✓G HOURS,•A1,D TN.AT 7Y,£C0vrRACT0R SHILL DEFEND, ligavIFY AND HOLD
26. APPROVED PROTECTIVE MEASURES AND 7V,PORARY DRJN4GE PROVISIONS MUST BE USED R7 PROTECT AD✓0/N/NC 7HE 0;;NEER A THE ENGINEER HAR,!1ESS fRCII AIJY AND ALL LIABILITY, REAL OR �I S7REET VGHr
GRADE AT 1/2'PER FOOT FOR A /.!/N,;:!U.:1ANDALLEGED IN CONA'CTON J;77H THE PERFORI.INCE OF I'0R✓C OV THIS PROJECT,
PROPERnES DURING THE GRADING PRA/£CT. °F 30'I'MY FOUNDATION. q� a--C,�v F/RE HYDRANT
27. APPROVED EROSION PREVENTATVE DEVICES SHALL BE PROVIDED AND/.LAINTAINED DURING THE RAINY SS4SON AND •H.P. EZ.=F.F. EL-0.76'= FOR X f0' EXCEPn,NG FOR C/A V7Y ARISING FR0.;1 THE SOLE NEGLIGENCE Of THE O;;;J£R OR
SHALL BE/N PLACE AT THE END OF EACH DAYS immr. H.P. EL-F.F. EL-0.86, FOR X 15' TIE EhG/UND r
a EX/SYNC UNDERGROUND UTVnES ARE AS PER AVAILABLE RECORDS THE COV7R4C70R ® TRANSFORMER
28. ALL NORK SHALL CONFORM 70 7HE C17YAND STA7E CONSTRUCnOV SAFETY ORDERS. SHALL BE RESPONSIBLE FOR VERh"WNG THE ACTUAL LOCAnON IN 7HE FIELD.
29. THE L00477ON AND PR07EC77ON OF ALL U77L/77ES/S THE RESPONSIBIL17Y OF THE PERM/77EE. X # PULL BOX
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL AMES 3' 7'- 12' RETAINING WALL (DECORAnVE)
31. SANITARY FACILITIES SHALL BE A 1irAINED ON SITE AR0,11 9E0hNNlYG TO COUPLETON OF GRADING OPERAnON. "'N. VARIES 1`a. 71.90 (PER SEPARI7F PERM/r)
32. ALL SLOPES SHALL BE PLANTED AND/RR'04770Y FACILInES SHALL BE PROVIDED FOR ALL SLOPES/N EXCESS Of ^+�` H \r P 4 /,✓1SOVRY SCREEN WALL
3 FEET VER77=1 HEJGHr IMNI,N 90 DAYS AFTER CO.:IPLETON OF ROUGH GRUD,'AG AND SHALL BE/N ACCORDANCE Is � ) � �
IAITH ORDINM'CE NO. 882 PR/OR TO THE APPROVAL OF RML /NSPECnON. F.F. EZEV M/N. ��At` Q "ke TUBULAR STEEL NEW FENCE
33. ANY CONTRACTOR FERFORlANG 6ORK ON THIS PRO/ECr SHILL FAUX14R/ZE H1.:!SEZF IMH THE S17F AND BE °> 1. 1/2%17. 207 � fAA'A
SOLELY RESPONSIBLE FOR ANY ZK',!AGE 70 0077MG FACIL/nES RESULnnG DIRECTLY OR INDIRECTLY F7RO11 HIS 'PAD�� IIN �'°9�� PRODUC77ON WOOD FENCE
OPERATIONS FA J;XE7HER OR NOT SUCH C/L/TES ARE SHOBN ON THESE PLANS
34. TH£DESIGN ENGINEER SHALL PROVIDE A I.!INI,I/UII OF ONE BLUE TOP PER RNISHED PAD, PR/OR TO ROUGH FIN/SHED T.C. MP OF CURB�r
GRADE APPROVAL. CRUDE LOT
35. APPROX/AMTE DATE of BEGINNING OREM77ON' ZIL,. 2pQ5 TYPICAL REAR R YARD G!?,-'1 DIAIG DL-T11/!_ I NU,1;9ER I F.L. nol';Z1NE EZEV
V.COUPLETO, • ✓UNE, 2005 2' T.C. TOP OF GR17F
36. NO ROCK OR 07HER IRREDUCIBLE AIITERML I;17H A U4X1,:fUII DIVENS/ON GREATER THAN 3'RILL BE PLACED/N NOT TO 504LE 411N 3' 4^
FILLS I;77HIN R04DBM AREAS OR 3.OF KNISH GR10E3 UNLESS THE LOCA770N AIA7ERIACS, AND DISPOSAL AIN, 88 %9JC C.B. CRUDE BREAK
AIENHODS ARE SPEC/RTGULLY APPROVED BY THE SOMS ENG/h'EER. g 4p 1E $ F.G. F7NlSH CRUDE
37. THE ENGINEER AJUST SET GRADE STAKES FOR ALL D&MAGE SERWCES AND OBTAIN INSPECTION BEFORE APPROVAL. NOTE SURFACE J;A7ER MLL DRAIN AIGAY MJN
38. A GRADING Pc7.t9T Ii7LL NOT BE ISSUED UNTIL ALL REZAIJI'NG E ALLS ARE APPROVED BY 7HE BUILDING DEPARTMENT. FRO.:/ THE BUZD,NG. PAD=492 9 7' R.G. ROUGH GRADE
2.0' 3'A11N. R7N/SH FLOOR(F.F.)EYEV FF=493.57 F.S: RA75H SURFACE
SO/!S SHAG/NFER'S CERT/F/CATF.• 5 -- -j SHO✓N ON PLANS a5'DF
�� L=30' INV INVERT OF DRAIN gg
THESE GRAD,,VG PLANS HAVE SEEN REVENED BY 7HE UNDERSIGNED AND FOUND RETAINING ISiALL
r ,_ 1 (AS OCCURS) .4 F.F. nAISH FLOOR EZEK
70 BE/N COLFOR::NCE 1:77H 7H_ RECO,:P,.,7JLb1 n01/S AND SPEC/fTG1 n0,"✓S r, 2314 'i � � I I F
OU7LIIl /Y lYr AMO GEOLOGICAL RECOY,U'JSS N'CE REPORT PREPARED ROACH GRADE' 4>Y 111N C.F.F. GAR GE FINISH FLOOR
FO n _°,a!E7✓. 9 Dog'_ -
�/ 1=�rrt�m CFF=492.9
tn- B.V C. BEGIN VERTICAL CURVE G
_ FINE GRADE` 7 _ SUBGRADE(SC.)EZEY
G' 23I 1(1 v0 T7y, y SHOWY ON PLANS 1°,fA• E.l!C END VERnCAL CURVE
(RC-1 N0. D.IE / E S1,. 0.5'M/N. }3 w y
a".. %V"";v DEEPENED FOOTNG ANERE/1✓OXATED �+ F?' Al POINT OF/N7ERSEC770N
/813 f��i�-.a'�'- i 'e 0 FLANS 0.5'UNLESS NOTED 07HM;7SE _ 71.90'
"JL47UR£ (i NO) (DU7EE SC. ____ ��
6'MIN. IF SIJi1LE T.IY. 70P OF WALL EZEY I "
SOILS EIIIG/A✓.ri'� gs�PE� � ��' FzorvnE ccosER r.F 70P ofFQonnc EZEu
THAN 5'r0 HODS£
,7 n7 // ea�a n.MG ic9 05'MIN. D.F. DEEPEN FOOTING
7715 C SOILS COURT
R/r.G IVC EF:/,T H 1l(ORIi c wo.1e1a g l
M CONVOY COURT O CEp"F¢a a SECT/Ol✓ A A STREET r;Y/RB C. LEn'G7H
•SAN D!£Co, CA 92111 TOD CY CUT(100 CY/LOT) E^?'.Ee=1"c
E"::'E, TYPICAL SUBGRADE. FINISH GRADE AND PREPJSi� E,: _ - "�.��1
858.'JEfF CH4 700 CY IXPoRT d.* e.o.1o.a1• + DJYY. OR/VE{JAY
A77N ✓EFFG/iANEY " F/N/SN FLOOR .SECT/ON T)TICell_ LOi I
SETBAC/t CRITERIA NOT 70 SCALE TO SCEuE cml'9,4 8-.T313004?6
•FRONT YARD. FRONTAGE 52'OR GRE47En-15'MIN.
70 P.C, 20 M/N. 70 GARAGE. BENCH 1.3I:2;: REYS:O+iS: APPROVED BY' DATE' Q�pFESSzo PRr'PJRr'D UiJDMI 7_SUF�i$;0" Or LL PLURMIG EIIGHMERBIG SUPVFYING CITY OF LAKE ELSINORE
FRONTAGE LESS 7wN 52'-20'MIN. 70 P.L. ERA SS DISK TOP OF CONC. POST/S STAIfPED E-f2-70 p � l/.�JJ ' 27715 Joffamon Avenue, Suitu 201
*NO MORE rHW(2)D.U,S AT SA1.!E FRONT svEwom, �e� ��3. oy y Temecula, CA.92590
PRECISE GRADING PLAN
MIN/MUAf VARIATION/S 3' APPLIED 70 GARAGE. 08 MILES N0R7HEAST ALONG RAILROAD CANYON ROAD fRO..f THE y ti I I Wi:EL J.0'•.UiJCE R.C.E 47677 EXP.12131/CS 951-693-3310
' INTSRSEGnON OF RAILROAD C4ffiVN ROAD AND STATE H1GHLAY �p o� m DATE:4(� 951-693-3320 Fox CANYON HILLS-TRACT 30492 I OF
+ DE YAR 5'MIN. FROV P.L.QB TOE OF SLOPE, 15' NO. 71, 373.0 FEET NOR7HBEST OF RAILROAD CANYON ROOD, No.47677 m A PHASE 9
D 30 FEET SOUTH OF POW POLE NO. 1 090 CUT(NOTE• 7HE E.p.12/31/05 n=n vs ar.:4`"7I/_':�.9 Acr CL'YTI::'S ear nsurzs;ay.L>w"A-•.� c.
ADJACENT 70 R/lY, 20'ADJACENT 7D OPL:N SPACE. a��>/1^'.zTr,ra/n cna�sa>:u:s AvA r�ve::rc• •• ..CAL_. PFiEPMED FOR: 2
PO;YER POLE HAS Tf0 2 DOJVN GUYS MONU,1fENT 1.0 FEET ss crvt� : 1•=2D LOTS 128, 146 & 194-198 �'S
*RFi1R YARD,• 15'A;GV. FTRO.0 P.L.11B 70E OF SLOPE NORTH OF A ZMRKEYR T. s A'�Q , o¢ a. o{` KB HOVE COASTAL, INC
20'MIN. FRO.1,NATURAL OPEN SPACE OR R/{/. F7Fy, f296.095 rF o' cn��f� �'V•�'•� 01 12235 EZ CAS!.'n'O REAL, SU/7E 100
AV/S-M.-W0 AW Na 54015 OATS 54N DISCO, CAL/FORN/A 92130 V1.0. aa nF'OT: Afi HO,i!£C F.B. n E NO.
4-12-05 61212PO1ph09 Ok/ !'S4 05 p't••'Ci.�iECIa;�L1 Fj),aRl�Gt�tv1 00`3' 61212.30