HomeMy WebLinkAboutLot 1-15,41,42,48-50 Precise Grading f
NNE
B FE
- IPRECISE GRADING PLAN
LEGEND
aj-
r� DISTANCE VTRACT NO . 23267 - 2 FIRE HYDRANT can
• STREET LIGHT -�
DEEPENED FOOTING (DEPTH AS NOTED)
0' 3
FINISH FLOOR - 6 MIN.
ycSUTTER RIDGE
Z F RQ� MODEL DESIGNATOR
ti F� TEMECUPHASE - 8
. ,� PAD �,. o.�. z CITY 4F LA
041
X � � �
MSN MN'1 a LOTS 1-15, 41, 42. 48-�50, 91-92, 130-134 1 37 38 3 0 4� FINISH PAD ELEVATION
45
43 '� \ 23.5
36
FINISH FLOOR PAD ELEV + 0.5' /35 \ C'�� FINISH FLOOR ELEVATION F.F.
34 46
SECTION B-B 32 33 12 12 12 12 1 , - ,f�'. 1 GARAGE FLOOR ELEVATION G.F.
B
12
5' 5' MIN. N.T.S. 30 31 ae 12 12 12 i a3 'i>s• 47 GRADE BREAK GB
29 121 140 139
I MIN. A I A N 28 120 141 _tom,. .- HIGH POINT HP
BLD TYPE 26 27 118 119 152 151 142 138 ' ,51 52 53 54 55 FLOW UNE
G E ' 117
FL
PER PLAN 2s � 116 153 Iso 137 135
24 115 154 149 4144 t36 FINISH SURFACE FS
Z PAD ELEV. �z 5' MIN. b' M. SCALE: 1.�. 23 114 169 148 s
22 113 168 155 Q 145 59 58 57 56 TOP OF WALL TW
21 112 170 156 1471 64 63 62 61 60
� PER PLAN w� AIR 167 � TOP OF FOOTING TF
TYP. PHASE - 6 20 ,7,k Q K COPD I T I ON I NGt t 1 157 F� 65
3 PAD DES I GN DIRECTION OF DRAINAGE
w • FTN -I FLOOR 19 110 109 16 158 ! 66
BY OTHERS• %�-�
- - 2% 1� 18 172 16 159 67
--- _ -� t ` P� dam- 17 93 �, 108 16 160 68F4173 2:1 SLOPE (UNLESS OTHERWISE SHOWN)PAD MIN. Ox �� Z{ VARIES O.SO' 16 94 ��F 107 174 c�` 16 16 69 RETAINING W
3 8 O.SO' Ir N• 15 9 95 c' 106 175 ` 161 70 �� I G ALL(PER SEPARATE PERMIT)
105 176 °
14 9190 96 97 (C�,� 104 03 177 71
LTER NATIVE FF _ 89 98 ,02 17 ,,9 `, 72 GRADING NOTES
GARAGE FLOOR stc 0 N A-A p 6' \ e 88 99 4 s
I l N.T.S. 14 97 180 <T 1. ALL GRADING SHALL CONFORM TO THE 1996 UNIFORM BUILDING COD CHAPTER 33,
PER PLAN (FOR USE WHERE DIFFERENCE IN PAD GRADES EXCEEDS 1') 2py. t t �,� 100 181 73 �° AS AMENDED BY ORDINANCE ASO di' 71AF 4 Y GIS 71ZW6GY/L4
i AIAJi( \ i 1 . 101 182 74 AND DRAINAGE SWALE SLOPE _
/L DEPTH OF DEEPENED '�\\ g $ 8'�`' 185183 ��� 75 186 SW MIN(ALES SHALL MUM BUILDING
BE A�MP4MUM OF 0.2' DEEP CONSTRBUCTED A� YINNIIMUM OF
I FG FOOTING PER PLAN \ $ '`. 77 76 2' FROM THE TOP OF CUT OR FILL SLOPES.
78
SECTION ala N
O N C � C 79 3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
N.T.S. \ so ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
\ WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
\ . . .
a Z DRI�/EWi4 Y WIDTH NATES \ `' -x 2 4. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FUS GREATER THAN
AN•J► 5' MIN. S' AN. IND77515 ARE AS /ND/C41ED /N 115 Tit1�E'\\ �,'. ;: )'._'; s�� AC) ONE ONE FOOT.
BELOW, EXCEPT AS SEinWN ON 1HE PLANS DIRMEWAr\ 'x` THE CHOURS IN ONTRACTOR SHALL NOTIFY THE ENGMEERtNG DEPARTMENT AT LEAST 24
E` O WDTHS ARE NE4V RW AT CUM UNE: CDVT NUAfES \ �`,'. yo �° 5.
N 1. ARE PERPINVD/CULAR OR ROOKIE TD CLIRB. 9DEIJNES \ 9 SOS THIS INSPECTION MUST APANCE PGROVEp PRIOR To BUI RADE AND DRAINAGE
FINAL INSPECTION.
• FINISH LD
ARE PARALLEL TO 7W EXCEPT ]'HOSE
R W FINISH 3' MIN.• FINISH FLOOR FOUND /N CUL-DIE-S41C SUL&$ MID KNUt'•7 U& WHERE STATE HW, 79 INSPECTION FOR EACH LOT.
SIDIEZ/NE3 ARE RADhL TD 17,NE CURB PHONE:-
- - - �' MIN. 29L ►ALN j - - - SSE PHONE: (909) 694-6411
`,�'s
PAD ELEV. 7(),% BLDG. TYPE WIDTh� �^' �° w 6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
. 050 _ 1 AM7 1R 125' PHASE - 7 � p'ti+ °�' N+SIDEWALKt-0-50' �, o
�Q► ' !� T AND 2R 1&25 Jao► R Ro 7. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
J MID JR fa?S � � VLA THAN 114 PER FOOT FOR A MINIMUM OF 3 FEET.
4 AND 4R ?41� � � ouNM 8. ALL PROPERTY CORNERS
S AND SR SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
J� � SEC I 0 N A-A Q AND eon sr cr �� COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
TYPICAL LOT GRADING MV 7M 2r 9. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REIJEVE THE
� N.T.S.
SCALE , VICINITY MAP
,0' APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION
' - OF ERRORS OR OMISSIONS DURING CONSTRUCTION. UPON REQUEST.
METES.• THE APPROPRIATE PLAN REVISIONS SHALL 8E PROMPTLY SUBMITTED TO THE CITY
L R N4L ELEYAAONS - ELEVATIONS SHVNIII ON PIANS + 101010' NO SCALE ENGINEER FOR REVIEW AND APPROVAL.
P. ELEVATIONS REFLECTED AN TYPICAL ARE MWWN ON PLAN. 10' OR 12' 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
40.0' 40.093 g' tn CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL
36.0' in 40.0' 40.0' 40.0' 40.0' OWE �' 11. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
'p PLANT AT IT ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER
W 15'
OVED TREES,VERTrJL SHRUBS. R COMN TO BINATION GROUND TTHEREOOF. SHRUBS SHALLL BE PLANTED
• 4040
I MAILBOX �
40 5 0 4ED WITH
0 51 (TY P. AT 10' ON CENTERS: TREES, 20' ON CENTER: COMBINATIONS, 15. ON CENTERS.
402 403 °° F.F. n P P 406 4061 SLOPES OVER 4,
IN VERTICAL HEIGFTT SHALL HAVE IRRIGATION SYSTE)AS
P a ER PLAN °^°• N N P P WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER IO.R.
u o � � � F.F.=P PLAN � F.F.=P PLAN
F.F. 1
`" ;,,� P.C.C. 12. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL
°g ;�} 'n �i '�? Si SIDEWALK CURB 9 RETAINING WALLS SHALL- BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY
PE PIAN F.F. '` G.F. F.F.=PER PLAN _ F.F.=PER PLAN in GUTTER BUILDING DEPARTMENT REQUIREMENTS.
PER PLAN �; PER P� G.F. ^ G.F. IIIIIIIIIIIJ MAILBOX LOCATION
G.F. PER PLAN t PER PSN `° DETAIL NO . 2 ESTIMATE OF
PER PLAN �, N T S.
0
o G.F.
s � F.=PER PLAN F.=PER PIAN EARTHWORKQUANTITIES
PER PIAN N t2' 20.667' m � --
12.0 .33 18.667 12.0 .33 18.667 m
40' 29.917' 29.91 T 10 OR 12'
8.0' 1.333' 20.667 1.6 3' 1. RAW CUT 450 C.Y.3' �" I6"
19.0' 21.0' 3
MIN. . c
RAW FI LL 0 C.Y.
1
, MAILBOX 4" MIN,
TYPICAL BUILDINGS (TYP.) CLR. OWNER/DEVELOPER
Undergound Service Alert BENCHMARK DES RIPTION NOTE: SEE ARCHITECTURAL PLANS FOR FOUNDATION DIMENSIONS
ELEVATION : 1052.514 NOTE: MAINTAIN MINIMUM 1 g' WIDE PLANTING AREA BETWEEN PRESLEY OF SAN DIEGO
P.C.C. CURB a 15090 AVENUE OF SCIENCE
Coll: TOLL FREE RIVERSIDE COUNTY DESIG TION: T-2-91 STAMPED ON 2 1/2'' BRASS BUILDING SIDE AND FRONT WALKWAY SIDEWALK GUTTER
1-800 CROSBY Engineers • Surveyors DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERLY ON HWY. 79
Plalnners T0� FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN
MAILBOX LOCATION
SUITE 201
TR
422-4133 MEAD 5850 M Camino ReaL Suite 200 TEMECULA. AT SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 SAN DIEGO, CA. 92128
BENTON Carlsbad. California 92008 AND MARGARITA ROAD. 1109' SOUTH OF THE STREET CENTER LINE of DETAIL NO . 1 619/451 -6300
AAS* CIATsa (619) 438 - 1210 HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE
N.T.S. LD96- 059GR
TWO WORKING DAYS BEFORE YOU DIG - AROUND WELL SITE 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER.
CONSTRUCTION RECORD DATE BY, KEVISWNS DATE ACC'D BENCH MARK SCALE SEALS Q-OFESS10 Designed By Drawn By Checked ByDrawing No.
Contractor-__- - - --- � G� L. eFFy REC❑MENDED B 6; - DATE, - CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS
-- Horizontal _ o c Pl Prepared Under Supervision Df
"Ct�
fn
SEE ABOVE VARIES W No.14594 = ACCEPTED BY DATE S'lc -9[ PRECISE GRADING PLAN
E"P }31�� S STEVE W. CRESSWELL
Dat eta -- ate TRACT NO. 23267 - 2
� Vertical Irl`, \' GE L ON PRINCIPAL ENGINEER, FOR CITY ENGINEER
R.C.E. No.- 14594 3
�XPIres -31-97R.C.E. No. 47180 Exp"s 12-31-99
RS 1 1 Gn RM PEM 69 7 k 8 Sheet i of 4
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4 11 CONSTRUCTION NOTES & QUANTITIES
In
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21 I � 0
5 0 5 5 Q CONSTRUCT 6• SIDEWALK PER CITY STD. 400 & 401
.�_ / F �' s � � _ �.F'� o u s F.F. �
F,F, FF-mM.2 ;,, 60.8 0 ® CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 207
G.F. 6. `` F.F o
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103. 0.3' 67. 12' S0.28 5 8' 50.280 ,` 50-28'
50.28'
Undergound Service Alert
Call: TOLL FREE CROSBY
MEAD "m s o■A&M BOLL son. Soo
1-BOO BEMTON a-* �r •am
At
422-4133
TWO WORKING DAYS BEFORE YOU DIG
LD96 - 059GR
CONSTRUCTION RECORD DATE BY, REVISIONS DATE ACC'D BENCH MARK SEAL
_--- Designed B
SCALE Q�ofESSIpN 9 Y Drawn By Checked By Drawing No.
Contractor____ - _ �� `� L. eE,4< REC❑MENDED BY --- DATES S-/IG-9roCITY [IF
- - - � E M E C U L A DEPARTMENT OF PUBLIC WORKS
Horizontnt ;� �o� do Pla Prepared Under Supervision ❑f
v No.14594 = —D�a �, �— - >>?� PRECISE GRADING PLAN
SEE AB VE "=30' W m ACCEPTED By�� 3-31-97 Date 5 �� 9 STEVE W. CRESSI.ELL-
Date C«WetW VerticQk Crv�` cE CE ON PRINCIPAL ENGINEER, r--'R CITY ENZJNEER TRACT NO. 23267 — 2
OF G►LR.C.E. No. 14594 Expires 3-31-97 R.C.E. No. 47160 Exp"s 12-31-99 SUTTER RIDGE PHASE — 6
F LOTS 8—15 & 86—92 Sheet 2 of 4
t
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54
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i 00 \ 50.00 47.35
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I O O N
59g N
141
CONSTRUCTION NOTES & QUANTITIES s
1Q CONSTRUCT 6' SIDEWALK PER CI STD. 400 & 401 4osoxo I ix. N -� 57.e
® CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 207 5os I .i I 58.1 LL_ Ff• .
LOT 81
u o I0
22" 11 R w
Io F.F. � 158.3 1 22' .•
60.1 o I F.F. 59.6 F.F. 58.b 0 FF.--,%g
i 59.0 �
Iin _)
� QF 6 ''� " in o 57.
0 59.6 s o C.F.-59.1 I I I U_ X58.1
5 0 5" �
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R, h1 R, 1 Q fl. TO 1F. ' \ \
F 46.68
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1
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►� 811 �• �(, t BY SEPARATE PERM IT
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N F.F.-60.4 �i I 5
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RETAINING WALL PROf7LE 'A A" - LOT 81
-- ' HOR/Z.: I' _ J01' VERT.: 1" _ .3'
21 73'
47, 19 ' 1
50. 70' 66.67 r
50. 01 ' ,� ?4 • 65. 75' 1
Undergound Service Alert
Call: TOLL FREE
CROSBY > e.... rte.. • wew�a.•
1-800 MEAD mm a ftmhw neaL pans zw
BENTON
422-4133 a� �. am=.AMDOGMts (aa) 4m - Bao
TWO WORKING DAYS BEFORE YOU DIG1 -1 LD96- 059GR
CONSTRUCTION RECORD DATE BY, REVISIONS DATE ACC'D BENCH MARK SEAL - -
oFEss� - Designed By Drown B
SCALE QR oy _ _ Y Checked By Drawing No.
Contractor __- - _ _-- --- - - - _ _ -_ � � L. 6 C�
- - g
REC❑MENDED BYE _.- DATES S '/�G-9G
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Horizontnl _y oQ-� f~o y� Plans Prepared Under Supervision Of
inspector SEE A B 0 VE 1 n=30 Ne.14594 = m -l
° 3-31-97Dote 5 s ACCEPTED B STEVE w.�&ESSwELL DATE PRECISE GRADING PLAN
Date CoWeted V ertlCCO 4CIV IL \' GE B TON PRINCIPAL ENGINEER, FOR CITY ENGINEEROr TRACT N 0. 23267 - 2
CAt1F R.C.E. No. 14594 Expires 3-31-97 R.C.E. No. 47180 Exp"s 12-31-99 SUTTER RIDGE PHASE - 7
LOTS 1-7 8 81 - 85 Sheet 3 of 4
EFTS/7N A.0 TWIN
PER LD-OIB46R
TO W REMOVED
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CONSTRUCTION NOTES & Q UANTITIES
Undergound Service Alert
Q CONSTRUCT 6' SIDEWALK PER CITY STD. 400 do 401
Call: TOLL FREE ® CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 207
1-800 CROSBY rte... • . • sem,.,..
422-4133 MEAD 5W a � 1111IBun& eoo
sENTON c.rrd•a camorm" 12co.
TWO WORKING DAYS BEFORE YOU DIG LD96 - 059GR
CONSTRUCTION RECORD DATE BY, REVISIONS DATE ACCT BENCH MARK SEALS = oFESS-1 Designed Iffy Drawn By Checked By `J S -15--�jCo Drawing No.
SCALE e�` Nq� RECOMENDED BY• DATESCITY ❑F T E M E C U L A DEPARTMENT OF PUBLIC WORKS
Contractor_ -- -- - - - - - - ---- -- - AGE L- eFti FZ�
Horizontal _ C,)-
„ �o o P ns Prepared Under Supervision Of
hspector SEE ABOVE � �'=30� � �ENo'3-31--97 Z ACCEPTED BYE - DATE, "�”!!
Date s/f4� STE N V. CRESSWELL PRECISE GRADING PLAN
Vertical !
' ' GEC*GE'- BEPTON PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT NO. 23267 — 2
�°DateC0*`ted
OF CALF R.C.E. No. 14594 Fxplres 3-31-97 R.C.E. No. 47180
Expn-mss 12-31-99 BUTTER RIDGE PHASE — 8LOTS 419 429 48-50 Ek 130-134 Sheet 4 of