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GRADING NOTES:
1, ALL WORK SHAL1.DE DONE IN ACCORDANCE WITH THE CITY OF LW'ML9INOPW
�� ���� GRAOING
AND
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ff
���� ORDINANCES NO,801 AND I82 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND
PROJECT SITE E THE LATEST EDITION OF THE U.B.C.,CHAPTER 70.
\ ? A PeTI IT PRIOR YO ANY OPERATION.
THE 1lIII11NEERING DEPARTMENT,CITY OF LAKf.'
.�. "m TRIM T NO., 20704 PHAVE ON!'
Apt•]! �,wq I 3, THE.DEVELOPER ANWOR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND
•"'" ........
.. AP YMa NP V.D.A.ALE 22.1139 HOLIES PRIOR TO GRADING. EPARTMEN7 AT LEAST A4r4r IeM rtaw Rl(1.850-4 14B
yY/'} 4, THE CONTRACTOR SHALL NOTIFY THE DING ENGINEERING D
,IT �.' :r'F'�'•-Rw--� B• HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS.
p ROM` �awt iW twat •�:r w4N If COELISIN NOTES_CONTINUED
`LAA[71NR1 yd rte A; AtIVT
nIK + � a �"'�'' S. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY
IS` ,•, '••�;'. • VAau4 s'wx._ wMMa a'Aw 32. FILLS SHALL BE CQMPJICTEO TMROU3HOUT TO 90R6 DENSITY AB DETERMINED BY Tit ENGINEER.
nyA�� MOp�•1E,D THREE LW"A.S.T.M.0-1657.70 TEST METHOD. g, CUT SLOPES SHALL BE NO STEEPER THAN 2 HORI20MTAL TO 1 VERTICAL.UNLESV
�.C \ NOII![ TGQARAI[YYMCAL B[CYFON a wn eua 1(_' I'wx 4'Aar " - I OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN.
F q ` -- UPr.R LOT 33. �'A R W5TERED CMLIENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT-1'
VICINrr Y MAP S CE ICATION OF SLAUDINO PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE
f I K T.S LOWER LOT I X a' a• {S'aa� - •RE D,THE EI EVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.if AN j 7. SITE. WAS ROUGH GRADED IN ACCORDANCE WITH THE CITY OF TAKE COURT
N
a g P .»Fa noon ELEV TION 1AAfH RESPECT TO ADJACENT GROUND BUR!ACE IS REQUIRED,THE ACTUAL STANDARDS AND SPECIFICATIONS PER APPROVED ROUGH GRADING PV NS BY COVRTON
y� fi I r MN, --•- Oil CE ABOVE THE ADJACENT GROUND SHALL BE OWEN. AND ASSOCIATES.
nN�sN nP;R I I N Sys*' g. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL-UNLESS
a 34. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN,
O pT 20704
ry TWILL BE PLACED IN FILLS WITHIN ROADB90 AREAS OR T OF FINISH GRADES,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS TFIAMI
TRACT T �.r D/O� ( _-___. eLoa r.o '�--- THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY 90%REI ATIVF.COMPACTION OUT TO THE FINISHED SURFACE.
•O.S'wx r,xA THE SOILS ENGINEER.
����� � 9. FILL AF1�AS SHALL DE CLEANED OF ALI.VEGETATION AND DEBRIS,5C).;{IFIED,AND
.�
TYPICAL SI)ENDED LOT GRADING tIt' INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY I
`•1R. G SEPAFATE SWALE- OR
NORMAL SIDEYARO ,�GRADING _.4._3-•-.� TO THE PLACING OF FILL.
0a "VYp \ �•I I 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH, NO FILL. SHALL BE PLACED UNTIL
PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER.
SUMMERHILL -1 ^� 43/ �\/� ? FINISH FLOOR EI i� 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN
j/J 10 t 1 12 13 / 14 t 5 16 42 �( ;{ 45 48 \� PAD --,- Anl I I t/2'PER FOOT FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE.
OIGtl+t 4 4a"
8 I 17 a7 � I a. Iv ,. 12. MINIMUM LJILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE
�t Ig t f RIGGE' 1s•�• IS I, THAN 10.AND 2`>e IF CUT OR FILL IS GREATER TH^N 10'.DRAINAGE SWAIEB SHALL
{ LW pt EXTENOED io< BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM Oi 2'FROM THE TOP OF CUT
/ 2 9 4B FOCTI, �'�'J
/ e I V)ER 2C 27 �Cf $'/ \ (WHERE REOUIREO) ftU=LINE OR FILL SLOPES.
r 1 4 I 7 3; 29 28 27 �'�. 22 // �` \\ EXTENDED GRATIN;SHE
` 5 2b p Su 44 \ A EXTENDED FOOTING IS lEETE11 13. P1IDYIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES
32 33 / 25 24L4CE•=;ate SO �F� RJOpf fITN To BE
O&AADINS OVER 5'HIGH.
3% \ CANYDN 'mod 35 36 r 2J AVIEW
DRIVE TYPICAL EXTENDED FOOTING DETAIL 14. NO OJSTRUCTION OF FLOOD PLAINS OR NATURALWATER COURSES SHALL BE PERMITTED.
y
3y 8y 51 \ ` 161 ' / _ I I �� c NT.S 1i GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEERANDAFINAL COMPACTION
of 52 -,,/ REPORT BY A SOILS ENGINEER SHALL BE SUMAITTED TO THE BUILDING AND ENGINEERING
A nn 'c - ES7 i ✓,l 15 16
/ I DEPARTMENTS PRIOR'!O ISSUANCE OF BUILDING PERMITS.
/ �VL�La7 A7ES �_` 53 w - 7A0 16 16 16 ig 1 L 16. THESOILSENGINEERING INVESTIGATION DATED AUGUST' I907PREPAREDBY ILEGHTON
df 4 / / 6 16 17 17 17 / F ��-J--
160 'W t7 AN ASSOCIATES AND THE ROUGH GRADE REPORT DATED FEBRUARY 6,7900 PREPARED
159 , ��� \ BY SOIL AND ESTINQ ENGINEERS IN 1,SHALL BE CONSIDERED A PART OF THIS GRADING
156, SPRING L 17 17 17 /4! \ PLAN,AND SHALL BE COMPLIED WITH. ,-, ,. ._. -__-.--•.
` 123 157 1S6 1 177 ( / SIDE PUKRIT LINE
124 / 155 15/ IS
c+ YMIES fain.
f.- 12 12 � 15' 15t 15 14 176 \ \ {.'.'`� F.L SwU P. s 1 l I 1 E CLEARLY DELINEATED IN THE FIELD PRIOR TO
17. ALL PROPERTY CORNERS SHALL B
�1 1-----af _ L I COMMENCEMENT OF ANY CONSTRUCTIONIGRADING.
A1F 1z�13- 145 I I �`� P t, f.L s.tLE R-:s rn.., � W I IS. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE
/ IJ7 1J2 1J 134 144
\ 115 143 = [ VARIES id 1^' d_I J FOOT.
�IPf 13 137 I I
O
). 93 ISI�' FINISH RGCA ELEV. N II 19. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO ME PLACED, IT MUST RE
13 GC$1
_ t39 1 1{t t42 u - � s� TYPE
�a IT I6 CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL RC•L FOR FULL SUPPORT.
94 F -� Ir PREPARATION SHALL BE APPROVED BY A REGISTERED SAILS ENGINEER PRIOR TO
107
rA VARIES IBM 11- I PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 M!-.REQUIRED TO BE KEYED
106 1071 ti 1�. 95 AVG. CA AS NOTE a`' 1 Q I AND BENCHED.
1G�10 � I 96 I �� 3• L YMIES S'ain. sF II� 20. EROSION CONTROL ALL.GRADED SLOPES SHALL BE PLANTED WITH P.USEA ICE PLANT AT
1 , U01C� 89 8R 97\ 6i �•` C F L E.a aIn / I 12,ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER IS'IN
��- VERTICAL HEIGHT.IN ADDITION TO GROUND COVER.SHALL BE PLANTED WITH APPROVED
LEGEND 1'dn A I TREES,SHRUBS,OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT 19 ON
I - I CENTERS;TREES,20'ON CENTER;COMBINATIONS,IS'ON CENTERS.SLOPES OVER TIN
INDEX MAP gem T WERTY LIRE
PE - INDICATES PAD ELEVATION VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITHBACHFLOW
R/W PREVENTION DEVICES PER U.B.C.,CHAPTER 70,
FF - INDICATES FINISH FLOOR ELEVATION SCALE: 1" 200' TYPICAL LOTS FINISH GRADING
MATERIAL aPCCIPiCAiIONS �I7 I?' 21. APPROVED PROTECTIVE MEASURES AND TEMPORARY E WADIN PROVISIONS MUST BE
TC - INDICATES TOP OF CURB ELEVATION{I PROLONGATION. xtO GEMCRAd It-•rSs I I 1.7.i USED TO PROTECT ADJOINING PROPERTIES DYEING THE GRADING PROJECT.
OF SIDE. PROPERTY LINE 90' T3 THE C'JRB FACE TYP.) 6'
HP - INDIC%.TES HIGH POINT IN DRAINAGES f,� `I( - i�T"-- PRECISE GRADING EARTHWORK QUANTITY 22, APPROVED EROSION PREVENTATIVE DEVCES SHALL BE PROVIDED AND MAINTAINED
0.3' :<ELOW PAD ELEVATION(TYP) � S �B6T1031ATAL -Y-- T - DURING THE RAINY SEASON AND SHALL BE IN"LACE Ai THE END OF EACH DAYS WORK
,.�,seB CoscuETNt E'0-2000 gN!2a DAYS L.-12'PARKWAY---1 -;.OAP CONT F-��-L-r'- r
FS - INDICATES FINISH PAVEMENT ELEVA �B ISA•4• 1 Rs-EDIT: -PER ASTI A-615 GRADE 40 -_�_�.3 T :T CUT•3SOC.Y. FILL•350 C.Y.
��R .a�NAB�BB�"( GRADt A m AM C-90 23. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
1,2,3.4 - INDICATES HOUSE MODEL Al wmpf a map?" -I PART cnmm, 1/4 PART LINO Pum OR I 04BAR i 41eOC. "-
1iY NYDRATtD LDIE. I HIPPER 8FtI
X - INDICATES BONUS ROOM 1 PANTS SAND PER ASTt1 C-270 6'SLOCK WALL 24, THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE
R - INDICATES REVERSE FROM ARCH. FLANS GROv I I PART 3'AmCEtmrgo,r FOP 4•A 6•BLOCK g a PERMITTEE.
-� INDICATES SWALE F.L. R = 1.0 X MIN. fI �1 I PART Cet¢RT I ?2�` o' •I•G I PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
E.D.F. - IND 1 GATES EXTRA DEPTH FOOT 1 NG �i][�LE E) F 2/2 RNIT.SAID roR R•c LARGER BLOCK I I VA
.'I _ -- 25. /W APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
-- SOME LIMITS WILL REQUIRE EXTRA OEPT nV✓•XFKIYy-1' F PARTS�a Gw`VCL 26, SANITARY FACILITIES SHALL BE MAINTAINED
THE AMOUNT WILL BE INDICATED ON PL N 1 s4BARs Pi•'o.t. m I I,T' S'Or-
o -- THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETEON THE SITE FROM BEGINNING TO
TOP OF SLOPE FOLLOWED BY WILL
D.F.) ._................... cIT4CRTe 'PORTLAND CENERT PER ADTN G-L5D 2,p i / - _ POST HOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF COMPLETION OF GRADING OPERATION.
I
_� - INDICATES SLOPE 2:1TYP. EXEPT WHERE SHOO _ CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERIONS AND
p @Yl�inorD Q3'TYP.
I Iryo 1. ROLID CROFT All CELLS COWL'AINIMG STEEL. lemAX.BEfARBIY Iz' PROF ERTY, THAT THIS REQUIREMENT SHALL APPLY CON"i1N0005L1' AND I70T BE 27. ALL SLOPES SMALL BE PLANTED AND IRRIGATION FACILTIE9 SHALL BE PROVIDED FOR ALL
1 TOE OF'LOPE ,11dd�Ine DRPt. 2. ALL F00 on SEMI OR MOVED ON 1MDI8NRBED NATURAL OROOND KIND ALT.BAR 2 05 BARS
- INDICATES EXIST. CONC. BLOCK WALL(OR RETRYNIN�.) DR ON AMINBCRED COMPACT"FILL. 3q1_ A _ b
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL RLOPES RADINGAN EXCESS D HALL BE IN AIC OHEIGHT W THIN ITHOR0INANCE O.082PER IO TiO THEa SAM RNALL ss LAID TRDE AID P1AINs rTs 5 BAR_._._ -J_ S D DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS BC ROYAL O FI AND SHALL BE INACCORDANCE WITH ORDINANCE NU.082PRIOR TO THEINDICATES PROPOSED CONC. BLOCK WALL( OR RETAINING ) 4. PWMIBIOt1S SHALL st MADE IOC AWOINIHO CONSTRUCTION. ------ FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE APPROVAL OF FINAL INSPECTION.
S. ALL SPLICES SHALL BC 4R BAR LIAMETCRS PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
( ) - INDICATES EXISTING ELEVATION 4. O1nt NEAR JOI1n IRA rlRar Cawse!12•O.C.MR DRAINAGE. a'CL 28. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
7. BALL FILL SHALL INCLUDE A M1N.of 1 CU. FT.DP GRAVEL PER 3"CL CRO33 SECTION OF ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
OF - INDICATES GARAGE FLOOR ELEV. B GARAGE DOOR LINEAR FOOT or MALL,FOR ALL MALLS WITH RETAIMING PORTIONS. 12'0 POST HOLE C3 p POST HOLE f70.
a. SOLID GROUT"HE RETAINING PORTIONS OF ALL WALLS. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHET14ER OR NOT SUCH
CF�AD ELEV. UNLESS OTHERWISE NOTED B'O'O.C. • THE EXISTENCE AND/OR LOCATION OF ANY UNDERGROUND UTILITIES OR FACILITIES ARE SHOWN ON THESE PLANS.
* - INDICATES PREPLOTTED BTHERWI 105BAR EACH SIDE 6' HIGH BLOCK WALL. STRUCTURES ARE SHOWN ONLY AS PERTINENT TC THE FINISH GRADING
NOTE: RETAINING WALLS BY SEPARATE PLAN CHECK r - OF THESE LOTS. CONTRACTORS WORKING ONSITE SHOULD OBTAIN
N D.
- INDICATES 1 MODIFIED-2BDRM/IBATH AND PERMIT. I' MAX.RETAINING-POST FIG. 2B. DESIGN ENGINEER SHALL PROVIDEAMIIJIMUM OF ONE GLUE 70P PER FINISHED ,A
COPIES OF ALL IMPROVEMENT PLANS BY COURTON AND ASSOCIATES, PRIOR PRIOR TO ROUGH GRADE APPROVAL
S - INDICATES SEWER LATERAL LOCATION (STREET PLANS. SEWER PLANS. STORM DRAIN PLANS,GAS AND 9-24-92y
--
W - INDICATES WATER SERYiCE LOCATION I12 ELECTRIC UTILITY PLANS, ETC.) PREPARED IN CONJUNCTION WITH THE 30. APPROXIMATE DATE OF: BEGINNING OPERATION:
T.W. - INDICATES TOP OF WALL ELEVATION ?A �d--I DESIGN OF THIS TRACT. THE CONTRACTOR IS REQUIRED TO TAKE ALL _ COMPLETION: '5-1-93
PI SCO^f I I WALL QUANTITIES R2Wy 4wal6•oc PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES SHOWN, AND ANY
T.F. - INDICATES TOP OF FOOTING ELEVATION u 5wIN. OTHER LINES OR STRUCTURES WHETHER SHOWN OR NOT SHORN ON THESE 31, GRADING PLANS WILL NOT BE APPROVED ALL RETAINING WALLS L K IV
E ON THIS
VP.., - INDICATES PROPOSED WOGDEN FENCE IV It �1 B"COME.BLOCKHE BUILDING DEPARTMENT.
2'RETAINING WALL......TI L. 2Dy, �R MAXMAA RETAINING PLANS, AND IS SOLELY RESPONSIBLE FOR THE PkOTECT]ON OF, AND ANY HO WORN SHALL 0E GONE ON THIS
AP4 BAR coNT.-- 4'RETAINING WALL_....62 L.F. �_-- I DAMAGE TO, ANY EXISTING IMPROVEMENTS. 517E UNTIL OF ON AOFTICY i6 NOTIf1,
ED
•wu
.,. � B a'0.• IY dct. 1 4YTra OF 1 .OR EIICAVATC.
O I B„ s'eLacK wnu..,.....750 L.F. Y
INTENTION to rAIAOF
Sip
- +� )��� W�ound Sur Alec
.BLOCl1 I6 DC. •C f?• ,"It �C r ALI: T
PROVIDE 161.FE I ,rn�:(� 6'MN.PER i /1(� `. I)J
GRAVEL 1'!R FL -v ' a \y �) 1-80b
OWNER - 1'J N.4w 9t 10 A._/ a'" l 1/."
•4BfiR CON. alI 4 BAR CON. �, �'/^.
FRIEDMAN HOMES, INC. PROwDL I Cv FT SEND ns w--I- =�6' 422-4133
DRAWL PER FT \ t 015 BAM i IB hC•C 1' I S'MUN
V,2• yi L TWO WORKING DAYS BEFORE YOU DIC
10807 LAUREL STREET q
RANCHO CUCAMONGA,CA.91730 � ' '1 .,,. .:,s.^,W--I ALTERNATE FOOTING DETAIL
.o 57'C1..
26L4 BANS CONS TRW 'M0' IT E404 BARS ODNT. :.
;I..; •A> - MUSSER ENGINEERING CITY OF LAKE ELS I NORE
DEVELOPER _ 3'C - PREPARED UNDER THE DIRECTION Of:
_ _ _ e CONSULTANTS INC. (714)420-0132
CENTURY HOMES COMMUNITIES F dCl - d 4I0' I'•2' _ _ A REOISTE EO CIVIL ENGINEER N0. 4D NZ_ 2080 SOUTH'E' STREET SUITE 200 PRECISE GRADING PLAN -_ SHEET-!
1535 SOUTH'0' STREET 2•,2• -'"'--'-� - '- - DATE '_''_'-'?_y.5._ RE STRATION EXPIRES- J/SINS SAN BERNARDINOO,CALIFORNIA 92408 -�
SAN BERNAROINO, CA, 924CIg -----� •-z'-6'r ---" -----"'-� -" 'TWSE MANS HAVE BEEN RF.VIESED FOR COMPLIANCE WITH THE SCALE BENCH MARK:D.6.p.G.IONOAHT 0-307 TRACT NO.20704 PHASE ONE A MODELS OF.-'--SHEETS
SOILS ENGINEER --` -.--- APPROPRIATE CONDITIONS OF DEVELOPE)ENT AKI/OR CITY AND SIAFE BRASS DISC ON CONCRETE FOUNDATION TITLE SHEET
R -- ---- � _•- LAMS, AND A PERMIT CAN BE ISSUF.O.' 1" 200' a FLAG vole AT THE ANIMAL FILE N0.
2'=0' RETANYING WALL 4 RETAINING WALL DETAIL HOSP IYAL NEAR MISSION TRAIL AND
SID GEOTECHNICAL INC. �.+--.�- -' ____ RAIL ROAD OONYON ROAD.
7265 JIJRUPR AVENUE,SUITF E NT.S. _ DATE:
Nr.s.�' REV, DATE N S' DESCRIPTION DATE fRAMf C.TECCA RCE 21837 [LEY,1778.07 W.0. FOR: F.B.
RIVERSIDE,CA.92504 -r
ORABINO FILE!•16 PLCSH,BEG PLOTTED: 8-10-92 �•y
/THIS FIIJI WAS PRICIOW D P TITS
DEBT AM)MM COWIXTR ORIRINAI,
ISSUES AVAILABLE AT TIME OF FIIJIINIJ.
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PF•-:0.4
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44.5' 46' S0' _- 47 /
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�'`rs✓c / / MDDEI a u.e' rr.98eBi ,A 5 SECTION A- A
9yI \ rr, c• ///y, 4CR e t I MDGEL p�S� I L 1N N 2i: 6 B 2A I 3A �� 3C 6 B 4A A 4C 6 Kee.
. !,Q
4r e46 Q7 '�' / //\ -•/ 1 M1 PEK99.3Ll/- �N t '' p �f I � atwlrc SCALE
TYPICIAL HOUSE DIMENSI❑NS 't's
SCALE.11-40'
G S•\ o b L-60,
MODELS
-- o DRIVE _ _ - PREPARED W*R THE DIRECYIIONN.OF: MUSSER ENGINEERINGr�T� CITY OF LADE ELSINORE
.,d ~'-�'__ i '-••""1._ COWLTAMS 11�. (714)420-0132
RE^•I5T D CIVIL D,,INEER MO_409IIZ 2000 SOUTH•E' STREi:T SURE 270 PRECISE GRADING PLAN SHEET?
DATE /2 REOISiRATION E%PIAi1 3/31/95,_ SAN BERNARDINO, CALIFORNIA 92408 �•""-"-"-'-�'
•THESE PLANS dAVE KEN REVIEIIFD FOR COIPLIANDE 11ITN THE SCALE: BENCH MARK: �- BRACT NO. 20704' OF_,'L SHEETS
• - 1 _ .� -- LAAW'iMPR A I!iow'1 OOF
IOEVEL NE9i AID/TA CITY ARD STATE 1• 30, PHASE ONE & MODELS
_�• - SEE SHEET 1 FILE NO.
REV. OnTE Y•r•- CSCRIPT .IONS•-.. -,r DALE �FRANc C. TECCA2I'0.i1 DATE; W.0. FOR: F.B. -
ORARINO I"tt PROOLL 0o0 PoTTp} a-/.•os .... _
1,118 YII•Y WAS PRODI)CAD FROM THY'~r
IIR'-T' AND MM CDNPI,E9'R ORIOINAI, I
13811K8 AVAILABLC A'e TIHk OF YILNIN11
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43
PE-36.9
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F I.AI(E &SINIORF 87D
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7-69..00, -T 42 PE=35.3
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16
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PE=99.3 1 11 • 1 .11
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PE=01.7 -99�- -
N p:7
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3Q) PE=02.3 .1 rop a BOTTOM Fum.FENCE 2'190Zrr4r4L
I , ILCTIGN
fe 35 11=�14 PL.
It
Pr=02.9
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36 24.11 'Af/ON COCK WALL
PE=90.2 PE=03.6 .54 6
/ r' /,1!\ra�;'153 \++ - -t i
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Up
37
'6 6% SIONIVALK'6
or, '6 NOTICE TO CONTRACTOR 38
4 m'9r
4 THIS PLAN IS INTENDED TO PROVIDE A GENERAL GUIDELINE OF THE TYPES. PE=G-.5 96 J'SW,
INSTALLED ONLY. THE CONTRACTOR
'10 41 1 LOCATIONS AND LENGTH OF FENCES TO BE
4 39
-y- SHOULD VERIFY THAT THE FENCE SECTIONS USED FOR CONSTRUCTION
MEET CITY AND BUILDING CODES AND ARE ACCEPTABLE TO THE OWNER. PE=06.1 40
ls ly *11, ,: CURB a GLITTER
PE=07.0
11rc 44.5' 46' 50, 46.17' 49' PAD EL.
46' !iol
=98.3
FF=93.80 5 SECTION A A
PE
2C & B 2A 3A 3c L 8 4A
4CR MODEL • 4C L B
I L IM
PE-9 I . __..WW.� �D
7 iitr2xc GRAPHIC SCALE
1 9.3
0 3
xlvl t 10
'%lt 5
DIMENSIGNS FENCE LOCATIONS
TYPICIAL AIOUIREDHOTiS
SCALE,V 40'
THE FOLLOWING HOUSES ARE TO HAVE STUr.CO WINDOW SURROUNDS,
A,
LOT I SIDE YARD WINDOW
LOTS J?9 28 L 0. REAR YARD W1140OW
7-
-6 17
to,36 BIDE YARD WINDOW
2
LOTS 10 THROUGH 14 WILL BE INSPECTED AT FRAFAING hTAOF TO SEE IF STUCCO
SURROUNDS ON FUAq WINDOWS WILL BE fiEQUIRt 0,
Op' ry
3, THOSE DWELLINGS ON LOTS 25.26.28,WA14D 31 THAT ANE PLACED WITH LESS THAN A
n FOOT SETBACK SHALL HAVE AN AUTOMATIC GARAGE DOOR OPENER
MODELS Gp
0 DRIVE PREPARED UNDER THE DIRECTION OF: MUSSER ENGINEERING CITY OF LAKE ELSINORE
CONSWVAMTS INC.
(714)420-0132
FENCE PLAN SHEET 3
REGIS 0 CIVIL ENGINEER No. 40082 2080 SOUTH"E* STREET SUITE 200
DATE REGISTRATION EXPIRES SAN BERNARD!NO, CALIFORNIA 92408
'THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: BENCH M,,(K: TRACT NO. 20704 OF-3 SHEETS
APPROPRIATF CONDITIONS 01-DEVELOPEW.NT AND/OR CITY AND STATE 1" 30' PHASE ONE MODELS
LAWS, AND A FERMI I CAN BE ISSUED,* SEE SHEET 1 FILE NO.
77 DATE: 0. FOR: F.B.
REV. DESCRIPTION -t6ATEf Ard FRANK C. I W.
pp,
DRAWING FIN: 70764PLT.000 PLOTTED: B-4.42
THIS FZTX ImYRQI1'lint
ON" AND mm
'IWAL
IBBUHS ATAILAMIJ1 A TIME DY MIDI