HomeMy WebLinkAboutLot 10-12,28-29 PreciseGrading LEGEND ,
TOP OF CU" 0000.00 PAD ELEV. -0.3' IN. PALOMA D" EL SOL
T. C.
FLOW L I NE F.L. �S1' Ln
Ln
HIGH "INT M.P. WOW
15, TYP, 115' Tr. VIA RAMI
FINISHED FLOOR FF 0000.0 PAUBA
A A (EXCEPT C C 'EXCEPT D D
1WRIE 1wilk on WE
FINISHED SURFACE F. S.. MIED) —4
W
GRAtW BREAK 6. 9. 1- ROAD 8
xi Cr
W C>
I Typ
GARAGE FLOOR GF 0000.0 EP' PRECISE GRADING PLAN
EDI rRAc r 4o 24134 F
PAD ELEVATION FE 0000.0 IV PLCO lFf4v
F 14t on W
IRE HYDRANT l<y
DRIVEWAY
STREET LIGHT TYPICAL SIDE YAR DRAINAGE (N. T. S. ) TO SPIN DIEGO
WATER SERVICE w TRACT NO. 24134-2 PROJECT SITE
SEWER SERVICE
SLOPE 12" MIN. P L a , MIN. BLDG. PAD 49 VICINITY MAP
ABOVE PAD-'-,,.. 5 ' MIN. 3 ' MIN. ELEV. N,OT TO SCALE
EXTRA DEPTH FOOTING
COMPACTED 6- MIN.
e100II.,x >
LOT NUMBERa
BERM b COS
65 6;°2 616
C
INDICATES MODEL 5 Lr 61
UNIT TYPE 46 2: 1 MAX. 27 MIN. GRADING ISO TES
2% MIN. N.T. S.* I 21 % MAX. its foci I ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
INDICATES ELEVATION SECTION A A 41 44 110 AS AMENDED BY ORDINANCE 457.
INDICATES AMOUNT OF FOR SIDE YARD SLOPES GREATER82 A9 k2 11% 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE IZ.
EXTRA DEPTH FOOTING 0 THAN 5 ' IN VERTICAL HEIGHT JS 3. MAXIMUM CUT OR FILL SLOPES a 2: 1 .
INS JS TRACT NO. 24134-3 .4. PROVIDE 5' WIDE BY I ' HIGH BERM CYR EOUIVALENT ALONG THE TOP OF ALL
% .39 11% FILL SLOPES OVER 5 ' HIGH.
12" MIN. ABOVE PAD ELEV. lb S. ALL GRADING SHALL BE DONE 'UNDER THE SUPERVISION OF A COMPETENT
lb SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPELY
ROXICT '\% 25 31 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILRLS
ROUND OFF TOP SITE 'L6 3lb OVER 1 ' DEEP.
6. A REGISTERED CIVIL ENGINEER SMALL SUBMIT TO CITY OF TEMECULA
JAL ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
51
........ GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
33 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
..........
9 3
C, 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 ". 0 STORM FLOWS, ALONG
SECTION B B (N.T-S. ) S TOP OF CUT SLOPE.
1 % S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
FOR REAR YARD SLOPES GREATER 13 ONE FOOT.
THAN 5 ' IN VERTICAL HEIGHT dol 00 9. ALL GRADING SMALL BE DOW IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
SW MIN. 5 ' MIN. P L 51 WIN. is IN. CONVERSE CONSULTANTS DATED: 12/21/019 Ilk 11/1`7/89
3 ' MIN. 11 1 1 MIN. 4p YWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
MUDSILL MIN. MIN._, 31 MIUCSILL TRACT 'NO. 24135-3 ENGI NEER ING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGNRECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
12* MIN. MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
21Z MAX A EACH LOT.
2% MIN. I MAX. 60 Typ.
ZIZ MAX. 40, 40 40 If . CUT SLOPES EOUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
SECTION C SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
EX MAP
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
C EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
WD
(N. T . S. ) THE APPROVAL OF FINAL INSPECTION.
dew
SCALE : 1 " = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
5 , MIN. P L
13. FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
3 ' MIN. LESS THAN 1 /2w PER FOOT FOR A MINIMUM OF 3 FEET.
MUDSILL
6" KIN. 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMITYPML OVERALL FW I PRINT LwIlwitrKil 5111"li: CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
N.T.S.
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
.41 IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
zz MIN. GIVEN.
21 % MAX. 2: 1 MAX. IS. EROSION CONTROL: ALL GRADED SLOPES SMALL BE PLANTED WITH ROSEA ICE
SECTION D D PLANT AT 12w ON CENTERS OR OTHER APPROVED GROUND CEIVER. SLOPES OVER
15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
(N. T. S. ) TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHEET INDEX CONSTHULTION NOTES & QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS. 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS 10-12 NO. ITEM QUANT I TY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
LOTS 281529 U.P.C. CHAPTER IO.R.
I LOT GRADING ( 5 LOTS 15 C.Y. /LOT) 75 C.Y. z
BENCH MARK 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED I`N THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
COUNTY OF RIVERSIDE S.M. NO. T-29--l1 17. APPROVAL Of THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
1 112* BRASS DISC IN COW. CYLINDER LOCATED FROM THE INIERSECII011 OF FRONT ST.
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
CORNER OF THE INTERSECTION I ' E. Or A T' CHA I NL I W FENCE, 21 ' x 15' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
MOUND SO. CALIF. GAS VALVES, 40' N. Or P.P. (NI 94' N. OF THE CENTERLINE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LLj
Of RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT.
ADJ. DATE: 9-13-82 ELEV. 1128.410
APPROVED BY: SHEET
BASIS OF BEARINGS OWNER/DEVELOPER
Robert Bein, William Prost & Associates CITY OF TEMECULA
THE BEARINGS SHOWN HEREON ARE BASED ON A M"IM OF THE MESA HOMES
27555YNEZ ROAD, SUITE 200 PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS <1
CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL WM SINK[ SM ORIVE. 4WITZ M. TMCMA, CALOrWI R"° TRACT NO . 24 1 34—F
MAP NO. 23432 FILED IN BOOK 159, PAGES 39 THROUGH 61 OF TEMECULA, CALIFORNIA 92591 ism om-me RAYMONI) A. CASEY R.C.E. 41m CY
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF *30" PRINCIPAL ENGINEER EXP. 3/31/96 9 1
RIVERSIDE COUNTY, CALIFORNIA BEING N 04. 25 '05" W '�� Emp.3-,31 CITY Of TEMECULA PRECISE GRADING PLANS OF 2
DATE By DESCRIPTION -APP 'D DATE
MICHAEL A. 4NAN M. 3-3t-" R.C.E. _ 430b0 C
CITY DATE: LOTS 10-129 28 a 29
R E V I S 1 0 N S ac
J . N. 400265
31 .83
�/1-1001- 35.55 \3T
/ L
� \ LOT 35 OT 34
� �� ? P.E. = 1256.5 P.E. = 1257.2
7. 50 '
CY
48' 1248.53'
Ilk
50.01 sd
52.8
52.8 I - -L _FSz 52.S "' Iri �``,,� F6 l'/' -p
rSt_ In o N o vs 5T-2 ;
O �y '9 IFF 1253.5 ( - - - - � 1 52 5 1„ o
'1• 5/ / / /� \ Irk 57.2
ti / \ 11 - _I I I 1 _54.5
rE 1252.81 I I I I - - - 1 - - - �� /•/ /?sH_/
/ - _ - - _ - - - -- -
\\` / `�\ 19 11 303 11 11 IFF 1253.2 I I I - � 54.S I r - 155 4 -- � 1
9
PE 1252.� 1 - 53_ _ _ _- I I 55.4 F 1257.
I - J I I QST-`- - T r E� - J I I I ��� _ -1 l SSL 56.4 E 1257.2 LOT 30
i \ \ ./ /`// ■ �� I 11 1 i 52.8 - - 1 -FSL7 I f - - - I r - - - L - - I 6'4 P 1
- r L_ - I I I IFF 1255.21 I I - - -- I P.E. = 1258.
/ / h/y, -\\N \ \ 1 I ( GF 1253.0 1 I 130 u I I �F� - - 1 2.8 I FF 1255.41 I I `E 1254.S I I
2T \ ' / \ I 1 1 IS- I L I I LF 1256. 11 I ` FF 1257 1
/ ti \ \\\ 1 111 12 2J I I 11 I I I I AFF 1253.511 `F�� PE 1253.E `I I I I I IPE 1255. 41 i o
/ e \\ k \ \ i I _ I I i I i- - - I _ I - I PE 1256.4 g
\� / '�• ��` \\ \ \\ \\ ` I 1 - - 1 I 4- - - - -1_ _ J 1 I 1 PE 1252.� 1 I - 3 I 11 �3Q Ll I I 1 I L3o3A _ I 302 ti
�(/ IS I - - - s I 1T - - s I _ -- _ I I I LSo3a �_� I 11 11 - 6 e
, /g'� \\ \ / ` 11GF1252.7 II r I \ _ / II \ _ i T -
/ /,y7 \ \ - I 5 _ _ L3o24 I I \ - / 'r I I I I // ■ s ¢ 5�.a
/ \ A II f23i III I - -\`\ \ - J 11 � - - - - 1 � � ■ II �_- ----�I GF 1255.6 \ � PG GF 1256.6 1 GF125T. 4 FG.
/.�� �\ `\ w - I I 1--- - I II I - - - �� I I GF 1253.9 1 ('�j 1 5 E rt I i ) (I I 2g
/ / 5 \\ \ - I I - - T - 1254.711 1 - I I ❑ FL.,
iI I I /i GF 1253.0 1 I 11 r - , 111 1 X11 � - 1 r27� I I /Zss.♦ 2$
/x °:� -�►� '�S so I I 1111 r - , 11 11 L2 51 III I 111 1 I I I I L -I 11 I 1 Ft.,G.a 5 ,
\�/� -,•1l \�/,// \ •��� •00- I to I r 1111 L241 11 I I �1 I 126
• \\ \ / ` I I 11 I I 5 r - - - - -r-j I I L - - - � 15 - - - - 11 s�
- - - - 15 1 11 h F o iZs
I l-- J I -�"- I [ J \� IZ53.4 0 $ O
\\� // oti /s 1 `.� - - - - - 1 I I -1 ( O O I I FL 6s N o N Nf� .6
00
p
hI I F� 39.59
97'e9 6.87' ( 01 50.00' I 1 44.00' 8.56 14.84'
100.01 43. 17 .
o tihy.
�
N
�\/ 1251 .39 g0'G. 1250.61 'Lh\'�'' ,Lha G. ,Lbs' G• �'L A% G ,Lh Cr
T.C. A ��'.�• T.C. ,t. ,t• 1• ' 6 V
\ �� \\ to 5�ti COR_TE _ MONT i LLA
29 \\ \ 5
3
g b1 Zvq-l%-*5j
g:c, � �'ti� �ti �'' `�1 G• �ti \
•
000, BOO,
50.00
ail dl) / B,�- 1 w w 23. 16 0 s > �h•y.
\ �4
0 0 50.00 ' 20.00 ' 50.00 ' 46. 4 ' 24 `� o o _
� 50.00 ' 50.00 I c 0 3.94' IZ35.O � • o i11Sb e
9 52 29.67 0 S I • 0 5
aD O O CD I I N O I I O IZ'53.9 E � F_L.sf- � N 0 et
55
m ao - I i 1 0 N I I I N N N F.l. G�� ~ FGy
34.7
r �_ _ - _ - 1 5 9100
5 - -� 1 - - _ - -1 S S I _ - _ _ - L' 1 1 '� _ -- 5 FG. /2?i• 9
11 I I Ir - - - - - - t _ - - - -fi I I 111 r - -- 11 LOT
I I I r - - - -1_ II 1 11 _ I I 1 _ 1 1 1 1 III 1 - I _ 4 1,6 1 1 .5 I � ,c6.
-1 I I r 1 1 1 r I I I 1 ( ...1 1 1 2 ZS s
L17 I I 16J I II I 1 II 1 15� I I r 41 1 1 1 I II I LI 3 J 11 a b s F 1256.3 GF 1257.2 P.E. = 1257.8
-SII I GF 1255.5 1 s4� G '
9 0 I I _ _ GFIts4 71 F
9 11 1 I GF 1253.0 11 I IGF 1252.81 � _ __ S 111\\ GF 1 1253. 11 1 L J I I I -- -�
I �\l - - - - � it' - - - � 1- 1- - -- J I I GF 1254-a )h I I r 1 - 14 - - - tl 6,■ A ,
■ Z / T 1 - it / - � � _ 7c � • ? � c
s 5
<��.\ _ �� � - \ 1 I I I /
\ ♦\�J�\ / 1 t3o3� 1 I I / - \ '73 22 1 I �3o3y I
z9 ?\ \ �\'�� / I I _ - = 1 I I I "m l i I 1 I � 1� I I I I I 11 �3QT 1 11 � PE 1255.3 Z l
\ ,\\ eY / I I I I 11 IPE 1252.8 1 r I - J- -, I 11 i I PE 1255-
% s 1257.0 \
C `V^ \- // I ; �PE 1252 81 1 I I I 1 - - -� 1 IPE 1253_6 1 FF 1256 0 FFPE
�✓ \ // 1 IFF 1253. 1 11 IPE 1252.6 II iIiFF 1253.5( 11521 rII IFF 1254.3 1I 11 r- - - - Ii ' 3 FF 125T•T
I I- _ - - fr I I - - - -I 1 _ J 1 FIG
_I _I 1 I I LE 1254.Si I FG _ 55. 3 6. ► 56. 1
'e► - - - -
�' 1 _ 1 - J 11 rF 1253 31 I L�S�:r� - - - � I L - - - rr I ( IFF 1255. 1 ( FG I l
a, S'f.�I _ 1I FG `S'3.� 1 - 1I sy I1 - _ II FG FG L _ _ _ 5F� l
cs' FG - -` -FG I I I I r - 3 6J �FG - - - FG
'low FG L - - FG I L - - /'A FG5
F G F G !?35.0 IZ55.0 'h
"' 44
Ch 62 . P _
\
• � _ FL H O1• 0) "' In 3 G co f In
Q In -
co y rn F• ti +
O_ N 001 v f �(�6 Ml
78.00' Q �` o; h N
t1i � ,�G•S � m N
50. 12 �,\ •
• N 50.05 50. 13' - - '� l" 7.0 I
N
\ 30. 14' - 51 .84'
30. 14' 50.04'
SCALE IF? = 20 / '
m
h�
ROAD
MARGARITA
APPROVED BY: SHEET
Robert Beira, Wi t i'iam, Frost & Associates a -��o CITY OF T E M E C U L A
A. 2 PROFESSIONAL ENGINEERS, PLANNERS a SURVEYORS � r} - TRACT N 0 . 24 134- F
MY sillac owl WIVE. III M, MCC". MIFF IA III � _ � � RASO A. CASEY R.C.E. 41880
1!10!1 FAX 1M1 171+-1240 �.
pogo CRS SALMI LEERA M. 3/31/96 PRECISE GRADING PLANS OF 2
REVIEWED Br:
UI.
CIV 1�- �r
DATE: �` l\ DATE BY DESCRIPTION APP 'D GATE
M I CHA L AA
TYLMAN R.C.E. 43 90 OFF R E V I S I O N S DATE: Y Z, 13 LOTS 10- 12 & 28- 29
J. N. 400265