HomeMy WebLinkAboutTract Map 22915 Lot 1-34 Precise Grading i
I
t
LEGEND raw's
T.C. ---- TOP OF CURB �AD"ELEV.
3-- D
INV. INVERT \
F.L. FLOWLINE P/L 15•TVp 1 P/L IS 7.00 R/l Y
M.P. — "IGH POINT ' PROJECT SITE
14 1 1 . 14
F.F. FINISHED FLOOR a a c IE c o _-- _ _ _ _ _-- l _-- ------- _
F.S. FINISHED SURFACE I I
1 ,
L.F. LINEAR FEET
T.G. TOP OF GRATE I
1400 21 2I , bNI +
G.F. GARAGE FLOOR - -- - ----
P.E. PAD ELEVATION
oc}, AIR RELEASE VALVE
• WATER METER - 4X ft,
El MAIL BOX 9
- ---------+------ --- -�- - _ -------+---- -----�-
p N N Preci e Gr din P1 n
STREET LIGHT I
I I
0 - FIRE ' HYDRANT
TYPICAL SIDE YA D DRAINAGE
I
SS�t EXTRA DEPTH FOOTING
FENCE P/L PLAN 6332 6443 6753 11853 5552 5553
� e- MIN. • MIN. aiVOVE RAO ELEvAT10N
IN
RETAING WALL ---- 12' A 8 C A 8 C A B C A 8 C A 8 C A B C �,
COMPACTED 5 MIN - Mho• 3' - - I I - 6 '
AREA DRAIN SYSTEM 12' MIN. s" MIN. - _ A : •"� I
-� >~ -- --
BERM — I 0 16 4 23 5 3 6 9 T 19 13 20 -• R BASIN ABOVE PAD ROUND OFF TOP
CATCH _ � I Rancho ,C rfoxn I I
OL ►�►D ELEV. • -� } p s .`
T'P i P '
2 CONSTRUCTION NOTE ,� 30 24 32 17 25 14 21 8 22 26 -` -- -*-- - --�"-- -+--- 'r-- "-'--- -�
c� -
g INDICATES COLOR 8 2 2T 29 18 I I S
O
LOT NUMBER SECTION A - A SECTION B - B
[i2]- 34 II 31 12
FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER Vicinity Map
INDICATES MODEL THAN s' IN VERTICAL HEIGHT THAN S' IN VERTICAL HEIGTH 33
Q R UNIT TYPE
e INDICATES ELEVATION p/L P/L TOTALS I 2 2 2 413 4 3 5 — I. I — 2 — 2 2 —
�-
INDICATES GAS 4 ELEC. 5' ""^`- s• MIIV. __- _ s Mm. ___
IO
METER LOCATION 3 MIN- MIN. I' MIN. 3 MIN 3' MIN_ T Mlle
DENOTES REVERSE PLAN
GRADING NOTES
6" MIN. 6 MIM 6 Mt1V
1. ALL GRADING SNAIL CONFORM TO THE UNIFORM BUILDING COOP, CHAPTER T0,
AS AMENDED BY ORDINANCE 451.
2. MINIMUM BUILDING PAD AND DRAINAGE SMILE SLOPE SHALL BE . 1%
%M4 r 6.. MIN. 2\y.
SECTION C - C SECTION _ RANCHO VISTA ROAD _
_
— — 3. MAXIMUM CUT AND FILL SLOPE'S ■ 2:1.
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EWYALENT ALONG THE TOP OF ALL
1---� N FILL SLOPES OVER 5' HIGH.
9 1 0 r 12 (n 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
SURFACE 7 8 � ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED
3 4 5 1AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 '
2 it ` DEEP.
_ �
gATNE S BACKFILL � Cr 1 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE ENGINEERING
f _ _ DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
2 0 90% OMPACTION MEMOZA 14ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
CD CORTE ' BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION
00, AND LOCATION OF CUT/FILL SLOPES.
DRAIN PtP 6"MfltJ• MIN. 3" CLE 3:0 1. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS, ALONG
ee-'MAX SOIL BE NG 34 30 Zg 28 Z7 26 15 TOP OF CUT SLOPE.
33
- 32 31 7�
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
CQ I6 D THE PRELIMINARY SOILS INVESTIGATION BY' NINYO 6 MOORS DATED
S STREET_ IMP. ANS FOR 25 TWO SETS OF THE FINAL COMPACTION REPORT SHALL
R E A RAI EDD G D E AIL P. WITHIN STIR T R/Wsoft IllSUBMITTED 0 THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE
FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS
6" F AT GRATE N 50 (GREE OR 6' 4' R,w 4" WYE a5 OUIRED � 24 17 BEEN SOILSOREPORT_IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY
PROVED EO L IN TURF EAS SIDEWA INSTA REMOVABLE PL
•• i _ _ __ _ _ 18 ' THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
TOP OF G TE (T.G.) INVERT OF 1 /2" 23 DEPARTMENT, TELEPHONE (714) 694-6400 AT LEAST 24 HOURS IN
ABOVE G ER FLOW + ' ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
ELEV. R PLAN I INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION
'/� WIN LINE 2+y. 9 FOR EACH LOT.
_�– = I /• 22 10. :UT -SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL HEIGHT AND FILL
4" S. MOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE
' 21 20 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION
CURB 8 GUTTE 3" C. (SCH. 40) 4" "x4" TEE � AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 451 PRIOR TO
FORA tTIONAI T. 3" A.B.S. SD 5 x4"REDUCER /VDT PART
USE ASIN 200 OR 0 II+IV. V MAP- GUTTER FLOW WDEX MATHE APPROVAL OF FINAL INSPECTION.
ftft
A REQUIRED LI • 0.14' 11. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
NDS BASI o. 100 OR -- —
APPRO D EQUAL SCALE: 1" – 100' 12. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR MALLS AT NOT
EA D IN D AIL Cu OUTL LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
CON CTION ETAIL
QPpFESSIp,�
��♦�o�� A, � A CONSTRUCTION NOTES & QUANTITY ESTIMATE
v iVY: NO- ITEM QUANTITY UNIT
OED B
alp W31�
DOUGLAS M. STEW E. *3T254
/f OF
CAOpQ� DEPUTY CITY E R DATE 6-30-92
CITY OF CULA DATE:
OWNER: �PL�r/f/b�1/� /I �tA�Ers t A��3 RECOMEPDED FOR S104ATURE SHEET
D Robert Bein William Post & Associates CITY OF TEMECULA
MCMILLIN COlE9 1
PROFESSIONAL ENGINEERS.PLANNERS i SURVEYORS 31wQB IaC.'�
2727 HOOVER AVE. > <I1C e.R KIK. MITL :>�. Mme,. �LI� n,� TRACT NO. 2291.5
am -"at .0 1.1., .n-.t«
NATIONAL CITY, CA. 9205 Pft'P`AfTD UWR THE E I S I ON OP$ PRECISE GRA DINC PL q_N of 4
L619477-4117 '
� •L DATE BY DESCRIPTION APP'D JDATE 40001
MICHAEL A. TYLMAN C.E. 43090 EXP. 3/51/92 R E V I $ I O N $ �''' $ >6 LOTS 1 — 34
J.N. 400041
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TRACT
NO.
22916 '''f0F cA0\.y D D Robert Betin, William Frost & Associates CITY OF TEMECULA
7/91 R.B.F. REVISED LOTS 1, 2, 33, 34
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VED BY: PROFESSIONAL ENGINEERS,PLANNERS 9 SURVEYORS BOB En'a
Wm 91"@L[ am e111R. muln M. WWCULA. CAtlrm"tAw3ft TRACT NO. 22915
111!1 are-/0i2 FAX (Fla) Ste-7240
DOUGLAS M. STEW • •E• >s T2sa *' TME SW VISION �_ PRECISE GRADING PLAN C '�
s�
DEPUTY CITY ER DAT 6-30-92
CITY OF CULA DATE: TE DATE eY DESCRIPTION APP'D DATE Est D ,De 0W41
MICHAEL A. TYLMAN C.E. 43090 EXP. 3/31/92 R E V I S 1 0 N S CKED arca DATE s X M LOTS 1 — 6 & 30 34
J.N. 400041
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85 low- DOUGLAS M. STEWA .C.E. #3T254
4 DEPUTY CITY ER DATE 6-30-92
SEE gfF-T
CITY OF CULA DATE:
/91 R.B.F -HAN- D ALV MOD NUM RECOMMENDED FOR s�GNAIURE SHEET
pfIssio, REW KED OWL E EL ATI S CITY OF TEMECULA
' � o ` A �y E� D D Robert Be�,7'�, 11'ti l ttian� Frost �' Associates 7/91 R.B.F. REVISED LOTS 11,12,28
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TRACT NO. 22916 � PROFESSIONAL ENGINEERS.PLANNERS iSURVEYORS BOB IECI
UrM .,MLE OW ORrK. sura rA. MWCMA. rxrrMMIA WM TRACT NO. 2296
tlill� 171,61 a EAx 11111 sss-n4o
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s� I*. = ,W9 PRECISE GRADING PLAN OF T
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C0l`i� ATEjk[A
DATE oY DESCRIPTION APP'0 DATE si D 40001
MICHAEL A. TYLMAN .E. 43090 EXP. 3/31/92 R E V I S 1 0 N S CKED raw DATE 5116190 LOTS 7 - 15 & 26 - 29
f J.N. 40004
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RECOI�IErnED FOR SIGNATURE SHEET
D D
R OR D F WLIN ELE TION CITY OF TEMECULA
Robert Reims., llitiiam Prost � Associates
PROFESSIONAL ENGINEERS.PLANNERS 9 SURVEYORS JIM rwr 4
OVED BY: L TRA NO. 2296
ZOT00 I t 10)lE 0W OR l r[. >w I n 211110, T[1<CtLA. GLI►OIMI A 92300
f I I N 010 42 IAx 111.1 9713-7240
DOUGLAS M. STEWA C.E. #37254 R 1oN OF: PRECISE GRADING PLAN 4
w1 SCALE
DEPUTY CITY EER DATE 6-30-92 T,
� DATE BY DESCRIPTION AI DATE s1 I'C)DaR .ioNUMBERMeEn
C i TY ECULA DAT 41 ,
- LOTS X — 25
& MYE.MICHAEL A. 7 LMAN 43090 EXP. 3/31/92 R E V ( S I 0 N $ vcEo DATE 5
J.N. 400041