HomeMy WebLinkAboutLot 16-25,93-114 Precise Grading 1 ,
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PRECISE
PLAN LEGEND
IC FIRE HYDRANT
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DISTANCE IES TRACT
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STREET LIGHT
v BLDG.
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DEEPENED FOOTING (DEPTH AS NOTED)
10' ti
3
FINISH FLOOR MIN. SUTTER RIDGE MODEL DESIGNATOR
c � Project PAD 0". CITY SiteOF TEMECULA FINISH PAD ELEVATION
1' 0 cv 0.50 ? z 1 7G d37
AiI/N MIN �,F �rT - 23.5► 'i 39 40 1 41 42 4g
___ '� \ FINISH FLOOR ELEVATION F.F_
45
FINISH FLOOR = PAD ELEV + 0.5' �35 36� � �� � GARAGE FLOOR ELEVATION G.F. ,
SECTION 13-13 33 34 46 I
9 B ' N.T.S. 31 32 12 12 12 12 12 13 131 132 49 HIGH POINT HP
' MIN. 5 MIN. , 2s 30 ` 12 12 12 140 133 - �\� 47 GRADED SWALE FLOWUNE (UNLESS OTHERWISE NOTED 78.2
28 120121 141 139 S 50 ) 6 --
A A � 27 119 151 138 134 55 FINISH SURFACE FS
BLDG. TYPE 11a 152 142 _ 53 54
26 $ 137 135 >- 51 52 TOP OF WALL
117 153 150 � �
116 143
115 154 149 136
_ 144 sg� TOP OF FOOTING
Z PAD ELEV. Z 5' MIN. 5' MIN. �,F; 1'-200' 1 169 148
TF
AIR It 168 155 Ct�j, 147 145 60 S9 58 57 56 REMOVE AND RECONSTRUCT DRIVEWAY
k V_ IES
V COf�I T I ON I NG 3' MIN 2 170 167 156 , 146 64 63 62 61 DIRECTION OF DRAINAGE _
I PAD DESIGN 2% M - FINISH FLOOR 171 16 15158 1 65
F BY OTFERS. _ � 2� � 1 66
PAD pay. 172 16 159 67 2:1 SLOPE (UNLESS OTHERWISE SHOWN)
pp A � QE- 164 160 68
O PAD ELEV. 20� M - VARIES 0.50' 4 173 16 69
174 �'
' LLJ 0.50. MIN' 15 92 0 175 �,�` 16 161 70 RETAINING WALL(PER SEPARATE PERMIT)
Wa / 14 91 176 KEY M"
LTER NATIVE 90 17 71 GRADINGGARAGE FLOOR o S CTION A-A 13 89 " 179 72 NOTES
' ; \ 12 88 �q
PER PLAN o (FOR USE WHERE DI ENCE
N.T.S.
N PAD GRADES EXCEEDS 1' �,� 11 ` 87 180 s4(Ti 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70. AS
) 10 �' S6 182 181 73 AMENDED BY ORDINANCE 457.
W 85 74
o 84 183 75 186 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE ! 1X. DRAINAGE
8 ! 83 185 76 SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF
7 82 78 77 2' FROM THE TOP OF CUT OR FILL SLOPES.
�. 5 81 79 3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
\ 4 SO ENGINEER WHO ED AND
WHO SHALL UBMITA FINAL COMPACTION CERTIFY REPORT FOR ALL FILLS ALL FILL HAS BEEN PROPERLY
OVER�1 FFP_
AN z 3 DRIVEWAY WIDTH NOTE'S \ 2 4. FINAL COMPACTION REPORT
WILL BE REQUIRED FOR ALL FILLS GREATER THAN
DRIWWAY WDTHS .MIFF AS MOVr4TED /N 7HE rAfiltE\\ 1 3,'`.p ONE FOOT.
5' MIN. 5' MIN. o
C:) BQOW, EXCEPT AS .SMION ON THE PLAMS DRNEWAY\ >,p 2 -°o C)
cv to R WIDTHS ARAE A0154"ED AT CURB UNE CE7V7ERL/NES \ F � �0 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24
' I 1' Trp ARE PERPENDICULAR OR RAD�41L T17 CURB. S/DQ/lVE3 \\ ys0 { HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
RAL
1' TYP. ARE PALa 127 THE CDV7ENZIN& EXCEPT THOS£
3' MIN. \� THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINALR/W - 3 FOUND /N CUL-D£-SIC BULBS ,FWD l�lV(K:KLES N'FV£RFI- STATE ATF HWY. 79 INSPECTION FOR EACH LOT.
+ FINISH FLOOR _ 2t YIN. 2% FAIN. �i FINISH FLOOR S/DEUNES ARE RAD41L 7V THE CURB. SITE .
o . PAD ELEV. ?ox BLDG. TYPE W/DW Z .n► os VIA PHONE (909) 694-6411
0.50 0.50' ` LUCIA6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
°'. SIDEWALK - 4020 AND 402OR 16.25' /�' p'� �d'"� �o c�
4030 AND 401308 16.25' 'v uNo► �0 7. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NO
4040 AND 404OR 16-25 T LESS
)` y� � va THAN 1/4' PER FOR A MINIMUM OF 3 FEET.
4050 AND 405OR 26' '� Qum
4051 "D 405IR 28'
oCOMMENCEMENT OF ANY C c�� SEC I 0 N A-A 40'60 AND 4oBOR 27' 0 � 8. NsTRUCTIO
O NALL BE �RADLNGS.NEATED IN THE FIELD PRIOR To
TYPICAL LOT GRADING
4061 AND 406 fR ?r'
SCALE 1' - 10' � N.T.S. 9. APPROVAL
APPLICANT �HEISSEENGUINEER FROM THE RESPONSIBS BY THE CITY OR ITS ILITY �� NOT RELEVE THE
VICINITY MAP FOR THE CORRECTION
ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST,
NOTE ON PLANS + 1000' THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
f7/WL ELEYAl10NS = EZEYATIONS _90011M ON
SCALE ENGINEER FOR REVIEW AND APPROVAL
10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
CLEARED OF WEEDS, DEBRIS. TOPSOIL. AND OTHER DELETERIOUS MATERIAL
40.0' 40.0' 36.0' in 40.0' 40.0'
71 40'0' 40.01 11. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER
015' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. SHALL BE PLANTED WITH
402 4040 � 4050 4051 n APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED
4030 cc F.F. n 4O s O 4O B 1 AT 10 ON CENTERS; TREES. 20 ON CENTER; COMBINATIONS, 15' ON CENTERS.
N t SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
c '�? ER PLAN °� N
N WITH BACKFLOW PREVENTION DEVICES PER U.P.C.. CHAPTER 10.R.
Q ao t
�" c
"' F.F.=PE PLAN "'
F.F. F.F.=PE PLAN
12. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR
PE PLAN W' F.F. ^ G.F� N 'n - '�? - �i RETAINING WALLS SHALL 8E CONSTRUCTED UNDER
LOCATION ONLY. ALL
F.F.-PER PLAN u. F.F.-PER PLAN SEPARATE PERMIT PER CITY
PER PLAN BUILDING DEPARTMENT REQUIREMENTS.
40 G.F. G.F. P)
N PER PLAN N
G.F. PER PLAN PER PLAN m
PER PLAN G.F.' ESTIMATE OF
u PER PLAN 24 12' 20.667' .F.=PER PLAN m .F.=PER PLAN
w
7.333' 12.01-0-3331 - 18.667 12.0. 1 . -EARTHWORK QUANTITIES
29.917' 29.91r
21.0
1.333' 20.667' �1. '1. � RAW CUT 450 C.Y.
19.0'
i
BENCHMARK DESCRIPTION RAW FILL 0 C.Y.
ELEVATION : 1052.514
Rn/ERSIDE COUNTY DESIGNATION: T-2-e1 STAMPED OWNER/DEVELOPER
ON 2 11:r BRASS DISK I CONCRETE CYUNDER. -
Undergound Service Alert 3.4 MILES SOUTHEASTERLY ON HWY. 79 FROM THE
INTERSECTION OF MAIN EET AND FRONT STREET TYPICAL BUILDINGS PRESLEYIN TEMECULA. AT SO CORNER OF THE ILDINGS CONSTRUCTION NOTES & QUANTITIES OF SAN DIEGO
Call: TOLL FREE INTERSECT10N OF HWY. 79 AND MARGARITA ROAD. 15090 AVENUE OF SCIENCE
1WY SOUTH H THE SHR CENTER LINE OF NOTE: SEE ARCHITECTURAL PLANS FOR FOUNDATION DIMENSIONS 1Q CONSTRUCT 6' SIDEWALK PER CITY STD. 400 do 401 560 SF SUITE 201
-800 CROSBY Engineers P]enners Surveyors H09' OAT THE NORTH FENCE CORNER OF 6'
422-4133 MEAD 5650 EI Camino Real. Suite 200 CHAIN LINK FENCE AROUN WELL SITE. 9' SOUTH NOTE: MAINTAIN MINIMUM 18' WIDE PLANTING AREA BETWEEN ® CONSTRUCT DRNEWAY APPROACH PER CITY STD. 207 130 SF SAN DIEGO, CA. 92128
BENTON Carlsbad, California 92008 AND 2' EAST OF NORTH FENCE CORNER.
BUILDING SIDE AND FRONT WALKWAY 619/451 -6300
R Aa>tOC1ATt>• (819) 438 - 1210
TWO WORKING DAYS BEFORE YOU DIG . • , • _ _ . LD95 - 094GR
CONSTRUCTION RECORD DATE BY, RLVISIUNS DATE ACC'D BENCH MARK SEAL _ - Designed >
Checked By
SCALE QRoFEssioy�, _ Y raven By
Contractor--- - - - _ _ ------ - - - Drawing No.
q� L. 6F 1�
RECOMENDED _,- _ DATE+
Hori9'�7S
CIT ❑F-T E M E C U L A DEPARTMENT OF PUBLIC WORKS
zontol O� �� ti� 1Plan rep red Under Supervision Of
--
" `�' SEE ABOVE VARIES W 0 �•14594 Z ACCEPTED BY, �/ DATE, �e•t-!t
E` }31 7 Date 9_.Zl PRECISE GRADING PLAN
Date CoqAetedVerticnt `s c,V1L ,0 GED _ L NTO STEVE W. CREsswwElL TRACT N 0. 23267 - 2,
PRINCIPAL ENGINEER, FOR CITY ENGINEER
OF CAL\f R.C.E. No.___ 14594 Expires 3-31-97 R.C.E. No, Expires 12-31-95
47180 SUTI'ER RIDGE PH. 4 & 5 Sheet 1 of
LOT 20 LOT 22 LOT 24
10' 10'
i
TI/ 70. o TW 77. s 1; // \� TW 82.3
N.DG 4.6 ' \ \\ 6.5' \� a Dc 4
\ 26
\ i BLDG /i /\ SCALE-: H 1"r 30
6 WN. 6 MIN. 6"MIN. \
COVER FR. COVER FR. COVER FR.
FZ. TO TF. 1 'M/N \j AL. TO TF. 1 'm/N. FL. TO TF. 1 WIN, 7 25 \
\ 3 TF
1,4)
\/ HP 84.0
,�\J1 , lo 5 24 /0 oh 1 \
SECT I ON A-A ! SECT I ON C-C SECT I ON E-E 8,s
0 83
N.T.S. N.T.S. N.T.S. Oh o O 8B•
31
WALL CONST. BY SEPARATE PERMIT ; WALL CONST. BY SEPARATE PERMIT WALL CONST. BY SEPARATE PERMIT ry 1 �-
O \ O
i
4
LOT 21 ' LOT 23 LOT 110
J'b O' O� % 81.69
10' 10'
10' 7' , / a+ \ '<` �r � 83.88 ' o
TC
�• �,,�� � opo ` "� 'o �_ 2 `TC
19
rw 75. 0 Tw 78.8 �; / rw 77.5
/ 1 15
6 5' � � , \ � 74.97 n.6 0 0 � h �I� ?�. \ \ �
\BLDCh
� SSB � > ♦ 80.98
BLDG / \ �j
/ TC s` ail
�j j BLDG
6"M/N. \`C b�"MIN. �. 67M/N. 77.
� b'� Q oo-
COVEN FR. \ 00 VER FR. \� COVER FR.
FL. TO TF. 1 'M/N, L.. TO\/\ f frF. 1 'MIN � FL. TO TF. 1 'MIN \�� 00 `L
'`z , �� � \l�'�i �� ops� , � ,�'' :•o -� �, o° ^�,�GP 6 -,� � w� � 114
\�\ ! F 77. 1 � � `��� 21 � 0; �s � 0>" 3 � yh. � 1 �- o \ � tis \ •'O_ ,
NZ X A,/ 5 7- `� 16' 15' 77-91 �• -o o / h -
Tc
SECTION B-B0 I ON D-D SECT ION F-F 32. h°
N.T.S. N.T.S. N.T.S. 20 �� .5. O `9 `\ y6- OO I ` �j�P o �� 7/7
O
WALL CONST. BY SEPARATE PERMIT j WALL CONST. BY SEPARATE PERMIT WALL CONST. BY SEPARATE PERMIT '�jh 11 '�`O > 7
�h p? 6, > •�? �r F J` 74.86
! > �°- 1 00 �C 0s .0 0
5 �> >>.ce 77- 79.2 9.
.8
1.9 4j
6 os 87 h o ^� 72.31 0
112
70.0 n► TC .0 ' > 777
j h 4 18 rot• ,16 s. 6 0�1 70,9
rc
'715 8
75.
65. 1 p
?
��`iT1/ 21. 31 '
1, 6, .6 708
70.95 1
TC 10
! % 71-45
o �o
O A
63 6,3. 1 `o �R• o�o 64 �ti OQ h T
6j.74
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6f ;2.8 �• J�" o-� \ 9 V
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75
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Undergound Service Alert
!
CONSTRUCTION NOTES & QUANTITIES
Call: TOLL FREE
1-800 CROSBY Engineers Planners Surmors (D CONSTRUCT 6' SIDEWALK PER CITY STD. 400 & 401
422-4133 MEAD 5650 10 Camino heal, suite 200 ® CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 207
B E N T O N Carlsbad, California 92008
s
a waoc,wTca (619) 438 - 1210 LD95- 094GR
TWO WORKING DAYS BEFORE YOU DIG
L0NS1KUC11L1N kECUKD DATE BY REVISINN
DATE ACC'D BENCH MAkK SEAL/ Des yned By Drawn By Line,_ked By Dr uwin
SCALE Q�oFEssroHq \ -- - _ -_ _- .._ _ -- -- ._.___ KECUMENDED BYE DATE �"ZS �S �
Contractor - -`��G� L�1 <F bG - - -- - CITY OF T E M E C U L A DEPARTMENT of PUBLIC WORKS
Horlzontvl �o C ti� P epared Under Supervision Uf
inspector - W v No. 14594 Z ' ACCEPTED BY,
PRECISE GRADING PLAN
- - SEE SHEET-1 -- DATE _�-
4�'I q - ,
1 X30 � Exp. 3-31-97 � -- LY!' 1� _- S�VE W. �WEI�
_ Date
Vertical - TRACT NO. 23267 - 2
Date Coipleted -- -- - - __ sr ORG B PRINCIPAL ENGINEER, FOR CITY ENGINEER
NONE ��OF CAL_\F R.C.E. No. 14594 Expires__. ..- -_ 3-31-97 R.C.E. No. 47180 Expires 12-31-95 SUTTER RIDGE: LOTS 16 THRU 25 & 110 THRU 114 Sheet 2 c
I
I
112,
'\ TC
171
C I h
109
70.81 o 1R 4
Y"
P 3.4 -2 21.j) 69.815 SCALE H 1 = 30.
67.7
TCO TC \ •��- \ - � t \ 03 \ 10
8
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01 '°. 172
TC 6 `��, O - 1
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. 70-94 70 95 1- #�3'
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63.74 1.38 �l� / o •� 17`3
TC Ir
ZIP
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\ 7 .64 � ��Aa� 1�/ \\ �•a \
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INN\ 174
92 O �* ,0 `l ?, *
\ 94 \,
: 3. Fs 2
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\ . ' � / oti 175
\ C11:
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961\\ 73:99— 73 +b FS 0 104
176
>-90 FS
GI, I� o i �� 6 o \ 103 ��-
\ 573. ,+. ,5 / ,p >6 s \ 3 177
CO-
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/ Q '4.� 7 TC 9 _ \15► �O V !'rn 102
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75-3975 59,
98\ 49
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I � \
Undergound Service Alert
\ CONSTRUCTION NOTES & QUANTITIES
Call: TOLL FREE \
1-800 CROSBY Engineers )planner' Surveyors 185 CONSTRUCT 6' SIDEWALK PER CITY STD. 400 do 401
422-4133 MEAD 5850 $I Camino Real. Suite 20082 — ® CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 207
B E N T O N Carlsbad. California 9200e
" ""°a"T" `819' 438 - 1210LD 9 5— 0 9 4GF
TWO WORKING DAYS BEFORE YOU DIG
LUNLTKUCIIUN kEC,UkD DATE BY; kLVILiUNL DATE ACC'D B NCH MAKK SEALS �oFEss�o Des gned By Druwn By Lhecked By Druwing
SCALE Q - �4< - -. -.--. _. - __ _ _ _ - RECUMENDED - - DATE, 9' _ CITY ❑1- T E M E C U L A DEPARTMENT OF PUBLIC WORKS
Contrnctor
—_-- -- -- --_ - Horizontal ; �o� ��* Pla epared Under Supervision Df
Inspector --- -
---- sEE sHEET—� ,-=30.- �E,cpo 343997 ACCEPTED BY _. DATE, �Z PRECISE GRADING PLAN
- - _ ��'q� STEVE W. RESSWELI
Date -tical —RG BEN
Date Corpleted - --�— Vertical •�i`j, Clyl1- �r PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT N0. 23267 2
-- NONE �� OF- CAL\F°``� R.C.E. No 14594 Explres 3-31-97 R.C.E. No. 47180 -_Expires 12-31-95 SUTTER RIDGE: LOTS 93 THRU 109 Sheet 3