HomeMy WebLinkAboutLot 2-5 Precise Grading LEGENDST ING RANCH
LOT NUMBER 2
GARAGE FLOOR JGF-11150.001 TRACT Nae 231251
FINISHED FLOOR
IFF-1160.501 �4" y� R°� c
PAD ELEVATION PE-1160.00 RECISE GRADLAN ING P ,� PROJECT
INDICATES REVERSE MODEL �S''QCAR`�*
UNIT TYPE 1R Hp � R^►+�'i0 o Po
INDICATES ELEVATION
B T SUBDIVISION BOUNDARY
LOT LINE r
CURB ! CUTTER _ _ LOT UNE PAD .
SLOPES a
B x
SWALE — — ............ < +
SPOT ELEVATION 1160.00 '�M� _ LP i ¢ VICINITY MAP
TC WHERE AffIERE
HIGH POINT H.P. A A NOTED) C C NOTED) D D I + + NO SCALE
DRIVEWAY
FIRE HYDRANT Boa '� + TRACT 23-126-2
►'. �S R
I
STREET LIGHT � +
w MIN. MIN MIN. MIN. w I �- • ��I� CORTE YACA
WATER SERVICE lw Z Z �o GRADING NOTES
� _ � N x
SEWER SERVICE S �' ; ; C> 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
1�M gyp} V�ix +!. AS AMENDED BY ORDINANCE 457.
HANDICAP RAMPS
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1% .
'D f//lrNl�if4NGNT CURB � • �� a a� : n � �. x. p s .. � ., e
/Reiv ft�Vcr
« *r� a • o +� a s U 3. MAXIMUM CUT OR FILL SLOPES = 2 + 1 .
THIS LOT REQUIRES A BACKWATER C1: 4. PROVIDE 5' VIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
VALVE PER SECT. 409 OF U.P.C. PER ,� _ I`" FILL SLOPES OVER 5 ' HIGH .
APPROVED WATER & SEWER PLANS
(SEE INDEX MAP) TYPICAL SIDE YAR DRAINAGE ; *3 ; '� * } # r 5. ALL GRADING SHALL BE DOVE UNDER THE SUPERVISION OF A COMPETENT
LLL
NO SCALE ,� +, x • ' �0 ' ' * ' �* SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
o am sus PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
w►
SHEET T OVER 1 ' DEEP .
ID
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULAQR.r Vlk ROA
PL ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
12� MIN. ABOVE PAD P GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
5' MIN. BLDG, PAD ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
VARIES 3' MIN. ELEV. p/L GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
5'
2MIN. 7. PR❑VIDE BROW DITCH TO HANDLE 100 YR. 0 STORM FLOWS, ALONG TOP OF
6" MIN. CUT SLOPES .
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
jj
2' 3' ONE FOOT.
2 : 1 MAX. 12� MIN. INDEX MAP. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECEWENDATIONS� OF
2� MIN. V• THE PRELIMINARY SOILS INVESTIGATION BY +
1 MAX. �— SCALE: 1' - 200'
Sad
1��N. _ v_1J_�F„R_/�( ��L_/_)5T�_�j_ 5d/L *V0 TL_S�/,t/4
SECTION A - A SECTION B �
TWO SETS OF FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
�•� ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GRE TERMENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFOR-
THAN 5' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGHT MANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT .
N.T.S. N.T.S. noAOL 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
• 4Eac � DEPARTMENT, TELEPHONE (909) 6946411 AT LEAST 24 HOURS IN ADVANCE
N.T.S,
02.00' fix ,
Ilec- . REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION . THIS INSPEC-50.00' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
. P� � � , EACH LOT .
5 MIN. Ar— 5 MIN. G. 5 MIN. ri +► 11 . CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICALHEIGHT AND FILL
6' wN- 3' NIH. 1' MIN. 1' MIN. 3' MIN. 6' MIN• L V. 3' MIN. 1' MI a xSLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
FF xxxx.xx FF xxxx.xx FF xxxx.xX PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ERO-PE xxXX.XX PE xxxx.xx xxxx.XX $� SION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE
MUDSILL MUDSILL FF XAPPROVAL OF FINAL INSPECTION.
' PE X
c� xxxx.xx 0.F xxxx.xx GF Xxxx.xx 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS .
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
12" MIN. 12' MIN. 12" MIN. LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 ' FEET .
2A MIN. 2 1 MAX.
7L MIN. 2 1 MAX. 6 TYP. 2% MIN. 21% MIN. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
17 MAX_ 21% MAX_ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION C — C SECTION D D TYPICAL OVERALL FOOTPRINT DIMENSIONS 15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH RDSEA ICE
N.T.S. N.T.S. F.F. ELEV. = PAD ELEV. +0.5'; G.F. ELEV. = PAD ELEV. PLANT AT 12' CENTERS OR OTHER APPROVED GROUND COVER . SLOPES OVER
N.T.S. 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF , SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
BENCH MARK TIONS, 15' ON CENTERS . SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE
• PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
RIVERSIDE COUNTY DESIGNATION: T-4-81 STAMPED ON U . P. C . CHAPTER 10.R.
2 & 1/2' BRASS DISK IN CONCRETE CYLINDER. NO. ITEM QUANTITY UNIT
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
ELEVATION: 1120.588 DATE: 9-13-82 1 LOT GRADING (5 LOTS x 15 C.Y./LOT) 7Z C.Y. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING .
7e7 BB ,le�rMettl� .fT
5.0 MILES SOUTHEAST ON HWY. 79 FROM THE INT- Z C I�Rl�C1 (;;4.C&y X43 L� OMP i - s e J 25 L-� 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS ODES NOT RELIEVE
Underground Service AI er SECTION OF MAIN AND FRONT STREETS IN TEMECULA, 'Af pv� q� THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
41' NORTH OF HWY. 79, 4' WEST OF P.P. 1623426E aNcSI 0.r � .Vav WH/TE L/Nr ( n/✓ i ) 4-C / -F RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION . UPON
ON EDGE OF CULTIVATED FIELD. SET FIBERGLASS S TD /3G RA"oy- �4r REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
LAND PLANNING 4877 Vlewride Avenue WITNESS POST 1' N. OF MONUMENT. CAS Th'uLT¢ ,SOC//� ,BLUE C/N� ,vlo CJw�x /2 L-f'
$. /=
�oBC�CMO A-r TO THE CITY ENGINEER FOR REVIEW AND APPROVAL .
CALL TOLL FREE ARCHITECTURE San Diego, CA 92123- 667 �j L'AVSR�iG/ Z C. el&X 4•`A-'5 34(p0
OWNER DEVELOPER 7V,�c .5000l�,,t-
1-800-422-4133 HCH ENGINEERING (619) 278-5750 6V mt7 /4"wo/GIP f�l,I!f( S�eOL f 'w4x LME951W J / 4A7 .
PARTNERS SURVEYING Fox (619) 278-9258 12626KAUFMI BROAD OF SAN DIEGO. INC. (MA'4 V 5 !K//GII's/�W" / to ,dE Fi✓!/l/L- /!-T � 40
12626 HIGH BLUFF DRIVE, SUITE 400 � ( B� ,QEijo •9r -�
SAN DIEGO, CALIFORNIA 92130 Z / TAIL 40 fj�/(,// a/(,� mejlf �
LAt) 3j�0 L
TWO WORKING DAYS BEFORE YOU DIG TEL. (619) 259-6000 FAX 10) 239-510ef
CONSTRUCTION RECORD DATE BY REVISIONS CC'D DESIGNED BY DRAWN BY CHECKED BY C DRAWING NO.
14C14 P /�DO o/j/ON/1 L O�Ck � /��� Q aoo L.
SCALE T.W. R.J.F. T.W. RECOMMENDED BY: Uf- DATE: CITY Q r TEMECULA DEPARTMENT OF PUBLIC WORKS
B 14 f/RF��gIE�Z M►
Horizontal y PLANS PREPARED UNDER THE SUPERVISION OF
Contractor yrxteTE dueKiwr,J v,�cvFiER EMfi1v PU,v CHCCK. PRECISE GRADING PLANS:
As silzr fiR aff exec if LOTS Z 7hw 5. ACCEPTED DATE:
Inspector AS .SHOWN � 01 1/t 4/g� BY: -
• DATE PRIN AL ENGINEER. FOR EII(#MEER TRACT N 0 . 2 3125 - 1
Vertical 7%�T L . GV,4/
RAYMOND A- CASEY
Date Completed AS SHOWN RCE NO. Z4'¢33 EXPIRES 3 3/ 'I� �f
R.C.E. No. 41880 Expires 3131/96 LOTS 1 ! n R u 5 SHEET 1 OF �
V
1
%Z46 i 2 3 /25 — N I
—4—
I �
I ,
i �
r �
1
o �
—{�---
17+00 - - - - - - 18+00 — 7� - - - - - 1900 - - - - -4.617L 20+00 �- - I
\
VIA ,k CHAPPARO-- - - - - - - - - - - - - - - - - - - - - k�
---- - -
-J- - - - - - - - - - - - _
5 X91 i II 1 U II 5 1►6�` ,� I 11 �►> > I cv
6 .0 6 .0 ' 55 0' _ 62.00'
I m b m . 404. I
^i w S � '� �i w s R i w S wJ
I � N -SO 1 tiI
S 0 � !� � y � I
v 1 11 GF 1150.9 �90
GF 1130'2 '� , GF 1148-3
`\I GF 1151.6 FF 1152.1 49.0 FL 47.3 FL) 5' I Z I
SO 6 PE 1151.6 i �9. R
FF 1151.4 i 1150.7 * EXTEND FF 1149.8 l y \ Zz,
— I
PE 1130. GARAGE 4 FT. PE 1148.3 QI
N 4 1 PE 1150.9 Z I
�o
0 5
o o I I
i .2 A&WI W
A . I(� W Z'f ZO �n I �++ I
�� � �_ ® 4T MODEL I I
1 i C Cavv�a►,
� Li
sof / N I .I
i a c 4 33
g Nr —
h — IZ
N (in pi
>
5 68.00' �Z 66.00' 54.00' 65.00'
325.00 56.1
' I
NOTE
43 RETAINING WALL PER 8 I I
j SEPARATE PERMIT.SP ACE
PEN
0
I
i 2 1
-40
RECREATIONAL TRAIL I I
61.77• /
— — — — _—— - - - — — — — — — — — — —- -— —— — — --------— — - - -- -- -- ----- - -L - - - -i--
in
DE
PORTOLA ROAD t
CONSTRUCTION RECORD DATE BY REVISIONS CC'D DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
811 A694P ADD a�rioAtALxCk 0//&4v¢ SCALE .' T.L.W. R.J.F. T.L.W. RECOMMENDED BY: DATE: CITY OF TE M EC U LA DEPARTMENT OF PUBLIC WORKS
Contractor
Horizontal � 'jt ��� � PLANS PREPARED UNDER THE SUPERVISION OF PRECISE GRADING PLANS
r�rDATE:
loll f�/7 Cr/�!<ARE l/ t ��✓�. AS SHOWN EXl'!�� �a � '/t&/
ACCEPTED BY: _-Inspector . ,� DA,� PR,N�� ,� EN �R. FSR n EIS TRACT N 0 . 23125 - 1
Vertical TAT L WAI RAYMOND A- CASEY
Date Completed
AS SHOWN RCE NO. 26433 EXPIRES 3/31/96 R.C.E. No. 41880 3/31/96 LOTS 1 THRU 5
Explros SHEET 2 OF 2