HomeMy WebLinkAboutLot 19, 20, 86-91 - PreciseGrading I
I
LEGEND PROJECT SITE
B PM ELEV, 0
z- I
TOP OF CURB 0000.00
l I RAC 1 2 - 3 P
T.C. ? K�z
-
FLOW LINE F.L. 1-001,XB X \I,- -
Ily-TrQ �pD
HIGH P❑INT H,P, TV.
1 PRECISE (ARADING PLAN
5' OW' C 5' 5' C I D D
yff -0-40
FINISHED GRADE F.G. MIN IN "
MIN
�UiEID �S`\ H
FINISHED SURFACE F.S.
GARAGE FLOOR GF 0000.0 i z
a z Z = VU RIM#
X .14 PkW
PAD ELEVATION PE 0000.083 S3
FINISHED FLOOR FF 0000,0 84 -"
co Z gZROAD
WATER SERVICE �,i �o� r, N i�y W 23 85
SEWER SERVICE S 22 PROJECT SITE
AIR RELEASE VALVE TYPICAL SIDE YARD DRAINAGE
21 PTIA
FIRE HYDRANT XY DISTANCE FROM FRONT PROPERTY CORNER TO GARAGE
CORNER MEASURED PERPENDICULAR TO THE PRODERTY LINE.
DRIVEWAY 114 115 116
STREET LIGHT ,•� VU` S11111986 113 iyVY• l9
10' OR 12'
SLOPE III 3 6 20 87 112 117 TT1 SAN MEM
EXTRA DEPTH FOOTING Of � � 118
VICINITY MAP
19 88
INDICATES AMOUNT OF
EXTRA DEPTH FOOTING O MAILBOX
NOT TO SCALE
L` 18 89 111 110 119
r<
ACCESS RAMP GRADING NOTES
17 90 109 120
LOT NUMBER P.C.C. CURB k
SIDEWALK GUTTER 1. ALL GRADING SHALL CONFORM TO THE UNIF❑RM BUILDING CODE, CHAPTER r0,
INDICATES MODEL MAILBOX LOCATION 16 91 108 121 AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
UNIT TYPE 4B DETAIL NO - 2 12' MIN. ABOVE PAD ELEV. 15 92 107 122 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
INDICATES ELEVATI❑N N.T.S. 14 106 3. MAXIMUM CUT OR FILL SLOPES = 211.
93 123
4. PR❑VIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP ❑F ALL
THIS LOT REQUIRES A BACKWATER VALVE 10' OR 12' ROUND OFF TOP 13 105 FILL SLOPES OVER 5' HIGH.
PER SECT. 409 OF U,P,C, PER APPROVED — 6' P/L 5� 94 124 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPEtENT
WATER AND SEWER PLANS. ( SEE INDEX MAP ) 48 is 12 SOILS ENGINEER WHO❑ SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
MIN. TYP. I�I 12 95 104 125 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP.
T
MAIL OX 4' MIN. tl O 11 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
(TYP. } CLR. 96 103 126 ENGINEERING DEPARTMENT WRITTEN CERTIFICATI❑N OF COMPLETION OF ROUGH
SECTION B — B GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
FOR REAR YARD SLOPES GREATER 10 9 97 102 127 GRADE, ELEVATION AND LOCATI❑N OF CUT / FILL SLOPES,
THAN 5' IN VERTICAL HEIGHT
P.C.C. CURB 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
SIDEWALK GUTTER 9 101 TOP OF CUT SLOPES.
P/L
VARIES/ VARIES/ 98 128
MAILBOX LOCATION B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6' MIN. 5' MIN. 5' MIN, 6' MIN.
8 ONE FOOT.
3' MIN. 1' 1' 3' MIN. DETAIL NO . 1 99 100 129 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATION: OF
MUDSILL MIN. MIN, MUDSILL N.T.S. 7 THE PRELIMINARY SOILS INVESTIGATI❑N BY,
7MIN
V1 3 2 1 A CESARIO CONVERSE CONSULTANTS DATED DECEMBER 23, 1988
TWO SETS OF THE FINAL COMPACTI❑N REPORT SHALL BE SUBMITTED T THE
6 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
1212' MIN, 40.00' MENDATIONS AND CERTIFICATI❑N THAT GRADING HAS BEEN D❑NE IN CONFORM-
39.00' S O ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT,
r72% 211 MAX. 6' TYP. 2% MIN. 4 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
21% MAX. MIN. 21% MAX, DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
LOT . THIS
SECTION C — C 40.00' TI❑N MUSTGBEINISH APPR VEDGPRIIOR TO BUILD RADE NG PERMITAND DRAINAGEC TIONFINAL NSPECTIONEPOR
EACH LOT.
INDEX MAP 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN, P/L oo - SCALE: 1' = 100' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1' r- g - THE APPROVAL OF FINAL INSPECTI❑N,
MUDSILL MIN, 801
6LO
MIN, 11 C14 — LOTS INCLUDED 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
A
d
NMIN,
802 803 13. FINISH GRADE SHALL BE SLOPED AWAY FR❑M ALL EXTERIOR WALLS AT NOTLESS THAN 1/4' PER FOOT F❑R A MINIMUM OF 3 FEET.
12 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDINU
211 MAX, ELL V/. CONSTRUCTION NOTES & QUANTITY ESTIMATE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
6" MIN. B TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
2% MIN. NO, ITEM QUANTITY UNIT TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX, DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
Q LOT GRADING (8 LOTS x 15 C.Y,/L❑T) 120 C.Y.
SECTION D — D WITH ROSEA ICE
TYPICAL ❑VERALL F❑❑TPRINT DIMENSI❑NS 15. EPLA NT❑N T❑N2' OLN
CTES OR O Hi ALL GRADED ❑ER A PES PROVED GROUNDSHALL BEECOVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
SCAL 1 1' = 20' TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Under round Service Alert BENCH MARK U.P.C. CHAPTER 10.R. N
Robert Bein, William Frost & Associates COIWTY IFRIVERSIDE 11K 19 T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PR'I❑R
o TO COMMENCEMENT ❑F ANY CONSTRUCTION/GRADING,
PROFEMIONAL EICINE]]i5, PLMIIERS t SUZVEYORS 2 U2' PASS DISC IN COLIC, C1IDIDER TED FROM THE D(iERSECTDI! OF FRONT SL
779 YWZ RDAD, STE. 4009TOM G' 92591
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 AND RANCHO CAUFOtNIA M 1.8 IQLES ON RANCHO CALIFORNIA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE i
1 -800-422-4133 TO THE OITERSECTDA IF RANG D07 6A ROAD AND MARGARITA ROAM TW KV, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
COtIER OF THE 1NTERSEETD?I 1' E. OF A ' DiADED#( FENCE, 21' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
AM SQ CALIF, GAS VALVES #0' K OF PP. (I�#> 94' K ff TIE CENTRA REQUEST,
THE CITY ENGINEER FOR REVIEW AND APPROVAL, cdv
IF RANCID CALIFORNIA RMI1, FIIIERG_ASS MTNESS POST SET I' V, OF MONUMENT.
TW wOf#!C I NG DAYS BEFORE Yat DIG ADJ. DATEI 3-82 M. 1128.410
LD97-027GR o
CONSTRUCTION RECORD DATE BY REVISIONS DATE A 'D DEVELOPERSCALE Q%t F S j' DES I GTED BY DRAWN BY CFECI® BY RECOMMENDED BY: DATE: ♦ 15 CITY 0 E TEMECULA �� T ��I C wORICS Drawing No.
5-23-97 R8F I Rev WT #20 7o E)O2 P.SR p ADEL S. CAS AO ADEL S. CASAO MT14,
HORIZONTAL ��� ���` A r�� �s i
Contractor � `c. i� � Ion Pr red Under The Supervision Of RICHMOND AMERICAN - y ACCEPTED BY: &__t2/ /��_DATE: / TRACT NO . 24131 — 2 a
17310 REDHILL AVE. , SUITE 320 W No.43090
Inspector 1 20 �` E« 3/31-00 � Dote: PRINCIPAL ENGINEER, FOR CITY ENGINEER �
IRVINE, CA 92714 � c- � RONALD J. PARKS o
Dote Completed VERTICAL sr'f C,P l` T. MICH EL A. LMAN �_ � -��`����' PRECISE GRADING PLANS
F p `��� R.C.E. No . 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-97 ®1°� ,
N/A f c� � TITLE SHEET , LOTS 19 , 20 AND 86-91 SHEET 1 of 2
It
PLOT: 04-7-97 JN: 400851
If
LOT 108
PE 1195.8
LOT 107
PE 1194.8
LOT 111
PE 1200.9 ti
LOT 112 - �` 1 1191-� '• I 1
PE 1201 .2 1 fL,HP 97.3 96.
FG
LA - 1 -- ------- 96.2
P
97.3 ------ - FG
III A 11114 10/0
1H� ... ... 1 t* 99,8 98'5 -
1,� F G q9.8 98'5 F 2PE 1196.2 LOT 92
per. O N --� FG --_- pE 1197.3 N FF 1196.9 PE 1195.2
X15 1F 00 9 F F 1198.0 2 7 EXIST. HOUSE
NP F 88 1 .c pE 1198'
00.9 5
FG FF 1192.5 o I -
1.� 81 PE 1199.8 FG 1 4 .1 0 801 802
20 10 0 20 40 60 01.8 ❑ FF 1120.5 o F� t 9-7-ZB AR C)6,26C)
IG
01,8 1200.9 Z .3 89 GF 1197.5 GF 1196.4 F .�
GRAPH i J SCALE IN F EE1 F P F 1201.6 8� _p 803 .3 ; 3 96 9 '
801 _ N DR
PE 12018 00-121 AR f& Gf 1199.7 9a'2 - V, FG, �' `'G
FF 12025 1 9. FG 1200,0 5 2 91•Z 97.0 Ft-
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FIG 1201.1 `���+� • 99'3
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o 4 � 0 G LOT 15
F G 51 ,N LOT 1EXIST. HOUSE
G
,
01.3 GF 1200.7 � � LOT 17 EX ST �E
EXIST. HOUSE
D` F G 5 9. 803 '4 LOT 18
D 19 PE 1199.2
v GF 12017 _ 1 �& _ EXIST. HOUSE
\ o
a \ ' 01.5 842 � • .2
BR FF 120112 '
AN 12pp.5
PE
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V_A \ FG
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lot. 1
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Underground Service Alert
CM �EL�G W
CALL TOLL FREE
Robert Bein, William Frost & Associotes �o
PROFESSIONAL EWINEW PLANER'S k SWYORS
1 -800-422-4133 1756 YEZ RDD, STE- 400 1111 G. 951
(909) 676-8042 FAX (909) 676-7240
f LD97- 027 GR
M WMING DAYS WnW YOU DIG o
CONS TRUCTION RECORD DATE By REVISIONS DATE ACC'D BENCH SCALE Q�pFEss oy' °a1Q'ED O® � RECOMMENDED BY: / ' DATE: CITY OF TEMECULA � I� * °�°"'"° "°"
:b-97 RBF I Rw LOT 2a To o � ADEL S. CASAO ADEL �. CASAO MT
- -
# 802 BFt d !o �Q`` A' I/l �f i
Contractor HORIZONTAL G c� PIo Pr red Under The Supervision f <
" - 20' W i No.43090'= ACCEPTED BY: DATE: '� TRACT NO . 24131 - 2
Inspector SEE SHEET NO. 1 d Exp. 3/31-00 Date: PRINCIPAL ENGINEER, FOR CITY ENGINEER
�?
VERTICAL ff J 1` ��`� MICH EL A. YLMANRONALD J. PARKS o
`` j - ' PRECISE GRADING PLANS
Date Completed elf O `1(� R.C.E. No. 3090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-97 �•,�Iwo _
N/A FCA .' LOTS 19 , 20 AND 8fi 91 sHEE 1 2 DF 2
t
r'LU 1: 03- 14-9/ JN: 400851
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