HomeMy WebLinkAboutLot 2-4 Models Precise Grading Plan .r
LEGEND PROJECT SITE
OR.Vs
A
TOP OF CURB 0000.00
TRACT N11 24131 F
T.C. riZ A K�
FLOW LINE F.L.
>q nr. �M.HIGH POINT H.P.
5, ug' B 5, 5, B FFmt�Pf C C j
FINISHED GRADE F.G. MIN � MIN MIN QD MIN
FINISHED SURFACE F.S. MODEL SITE LOTS 2 - 4
GARAGE FLOOR GF 0000.0 Z
NX
X X X ., n
PAD ELEVATION PE 0000.0
FINISHED FLOOR FF 0000.06D Z
GpROA� 124 ROAD
90
� got ~ X 58 57 SS g 125
WATER SERVICE W ? Ln
126
SEWER SERVICE S G�
51 52 53 54 � 127
AIR RELEASE VALVE � TYPICAL SIDE YARD DRAINAGE A PROJECT SITE
I LL•� � �� `4`
FIRE HYDRANT XY DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 29 1 �p/Q,/ RD
09
CORNER MEASURED PERPENDICULAR TOT PROPERTY LINE. 33 32 31 2
DRIVEWAY '��' j 3
WY. 79
STREET LIGHT G�
��( 10' OR 12' 2S 26 27 28 4
�-( 6 5
SLOPE 3 I � � D�
I U
� � 6 VICINITY MAP
D
EXTRA DEPTH FO❑TING 11 10 s 8 7
INDICATES AMOUNT ❑F MAILBOX c� 13 t2
O (TYP. ) Q NOT T❑ SCALE
EXTRA DEPTH FOOTING �`
ACCESS RAMP GRADING NOTES
CALLS AVELLA
P.C.C. CURB &
LOT NUMBER SIDEWALK GUTTER 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33,
MAILBOX LOCAT I 0 AS AMENDED BY ORDINANCE 457.
INDICATES MODEL 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
DETAIL NO . 2 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
UNIT TYPE 4 INDEX MAP CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES.
B N.T.S.
3. MAXIMUM CUT OR FILL SLOPES = 211.
INDICATES ELEVATION SCALE, 1' = 200' 00
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER BLOW-OFF 01 10' OR 12• FILL SLOPES OVER 5' HIGH.
THIS LOT REQUIRES A BACKWATER VALVE 6• ® LOTS INCLUDED
12' MIN. ABOVE PAD ELEV, 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT
PER SECT. 409 OF U.P.C. PER APPROVED - 48 16 S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
WATER AND SEWER PLANS. ( NONE REQUIRED ) MIN. TYP. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
U_ ROUND OFF TOP OVER 1' DEEP.
MAIL X4" MIN. P/L PAVING NOTES 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
(TYP ) CLR. 5� ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
1 . Minimum parking lot grade sholl be one ( 1 .0) percent . GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
P.C.C. CURB & 2. Minimum grade for ribbon drains shall be 0.35 percent . 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
SIDEWALK GUTTER /� TOP ❑F CUT SLOPES.
MAIMAILBOX LOCATION O SECTION A - A 3. An approved soil sterilizer shall be used on all subgrade surfaces
FOR REAR YARD SLOPES GREATER prior to placement of paving. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6' MIN. s' MIN. ,P/L 5'' MIN. 6' MIN. DETAIL NO . 1 ONE FOOT.
3 MIN. 1 1 3 MIN. THAN 5' IN VERTICAL HEIGHT p g pp
4. Asphaltic emulsion (fog seal ) shall be applied not less than fourteen 9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH REC❑MMENDATI❑NS OF
MUDSILL MIN. MIN. MUDSILL ( 14) days following placement of the asphalt surfacing and shall be THE PRELIMINARY SOILS INVESTIGATION BY,
N.T.S. applied at a rote of 0.05 gallons per square yard, asphalt emulsion
shall conform to Sections 37, 39 and 94 of the State Standard CONVERSE CONSULTANTS DATED DECEMBER 23, 198B
=• .: . ..
Specifications . TWD SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMIT ED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
5. The subdivider or contractor shall apply to the City of Temecula MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
12' MIN. 12' MIN. 40.00' Department of Public Works for an encroachment permit for all work ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
2% MIN. 2d MAX. 6' TYP. 2% MIN. 39.00' 39.00' within City right-of-way. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
21% MAX. MIN. 21% MAX. 6. Two special inspections are required by the Deportment of Public DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
Works , one inspection at the time the base is placed and the second REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
S E C T I O N B - B when the A.C. has been placed. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
7. The contractor sho I I be responsible for the clearing of the proposed 11. CUT SLOPES EQUAL TO DR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
work area, and relocation and cost of all existing utilities . The SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
City shall be informed 48 hours prior to beginning of construction PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN. P/L 8 _ - at (909) 694-6411 . EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 •PRIOR TO
O c THE APPROVAL OF FINAL INSPECTION.
3' MIN. 1' L 8. A compaction report by a Soils Engineer shall certify 95 percent
MUDSILL MIN. 6' MIN. compaction of base prior to call for second inspection and a 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
placement of asphalt paving. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
_. LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
12' MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE PAD❑N ELEVATIONS.W TR RESPECT TO TO MEAN ERE SPECIFIC
LEVEL) BE GIVEN REQUIRED,
2,1 MAX. IF AN EL VA-
2% MIN. " MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
21% MAX.
- C 1 LOT GRADING (3 LOTS x 15 C.Y./LOT) 45 C.Y. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
SECTION C
2 CONST. 0.25' A.C. OVER COMPACTED NATIVE MATERIAL PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
TYPICTYPICAL OV RALL FOOTPRINT DIMENSIONS � 2816 S.F. 1s' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
AL HANDICAP PARKING SYMBOL TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
O 1 EA' SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
SCALE: 1' = 20' ® PAINT 4" SOLID WHITE PARKING SPACE LINES 100 L.F. TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE c
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Under round r v i ce A I er t BENCH MAR Q5 INSTALL WHEEL STOPS 5 EA. U.P.C. CHAPTER 10.R.
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FICLD PRIOR
C=1 ff &berf BeiT4 Filliam Frost & Associates COINTT ff RIVERSIDE DX In T-29-8tU
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. u
PROCESSIONAL ENCIWIM, PLAMM t UVEYORS 21/2' DRASS DISC IM COC CUM LOCATED FROM THE XTERSfM OF FRONT ST. OWNER/DEVELOPER
V555 YNEZ ISD, SIE. 4M*TE]Et11A CA. V%1 AN RANK CALFOIRMIA ROAX 19 NO RL O MM CALFWA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
CALL TOLL FR>rE (909) 676-8042 , FAX (909) 676-7240 TO TW DfTMETION IF PAM M CAL)F001IA ROAD AN WWITA RO 0 Tlf N.V. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CDR- M
1-800-422-4133 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
CORNER or Tit DITERSECT0 1' E. IFA T CIND N POKE, 21' x 16' RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
o AROIN Z CALF. GAS VALVE 41' K OF PP. QGV 94' K OF Tlf CEIirax 17310 REDHILL AVE. , SUITE 320 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
OF RN(A CALIFINA RAA IffRGLASS VIM FMT SET 1' V. OF NANDA ENT. IRVINE, CA 92714 t D97_ 097G31
TWO WORKING DRAYS BEFORE YOU DIG A U DATE, 9-13-P M. 12941
pf
CONSTRUCT ION RECORD DATE BY REV ISI ONS DATE 'D BENCH MAW SCALE0,t F E S S 104W/ DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: CITY OF TEMECULA � OF Fuel Ic wow °r°"`^s No
A.
ADEL S. CASAO ADEL S. CASAO M.T.
HOR I ZOM AL .��� C't`� i �11 P I ns r epor ed Under The Supervision Of
Contractor a '� s ACCEPTED BY: DATE: /.r 91 TRACT NO . 24131 - F
SEE ABO AS SHOWN Wj No-43090AA PRINCIPAL ENGINEER, FOR CITY ENGINEER
Inspector {x Date: 7 RONALD J. PARKS is _: .Fr. ■ a
Erzp. 3/31-00 PRECISE GRADING PLAN C
VERT I cAL s,. �����. �`! M I CHAS TYLMAN t � TITLE SHEET g
Date Completed 'lF OF COA" R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-97 l� MODEL SITE LOTS 2-4
N/A
��•�• SHEET 1 OF 2 �
Pi (1T- q-1 1-q7 .1N• 4n 1 n 15
it
i
C/L MEADOWS PARKWAY
. ASTM OPEN SPACE LOT 128
fAG11r(TY PiR LAw[.7s2APE
`b AeGH PLAN
�� 58.64' \
1� m Ptd 1213.1 \ l% 53.25' \pj\ 48-49
m 1 1 N . 12r3g .� \�h 49.34' \ lb 8 r
L) I .G FL,Hr o �', - 99
rn 14 0 1 0 13 p FS I Ft;1 4 1 /•� g I��
(�
12►�1
7' F F 121E /�
FS I' I -- - -
- /` L•, F+r- FL,14to
14.8
I PE 1214. 1I s. 1 .5 14.5 6,± 14.8 FG
O I Fj FF 1214.8 FG S'
�_ �F I •� - PE 1214.5 PE 1214.8
_ I 1 FF 1215.2 FF 1215.5
l�
2 I e
o• 2X 0
W I PARKING I • ° .1 A A
I g •� l PE 1215.1
X- - o
I 1 14.8
Q 33 FG
I-SO13. 5.: 14. 13.7
U I fS 6 I GF 1214.3 FG M1 r�. 2 O FL
r2 7c %3.a 4.0 F GF N "3
l2'10 FL,&a �Gd 1214.7
_j O� s,v l S,(s G 1,5.o ; GF 1215.0
C �m 0 L FL,&S 14.
FG 14.5 .
U IK
x ao FL 0 13.�
9.38'
0 W W I 43.87'
41.04' 3.86'
X00 HAND1Cr`�P C� SI'� 61C�N^C )
")
�.� �°' .'�4 1 �s
TITL-C Z4 RcQUIRMM� TS vi, -
a� C/L VIAC 1N -
6• � 00
I
I
I
I
JUMILLA
0. ---.OL,
I
I
SCALE : 1 " = 20'
Under round Service AI ert 20 _10 0 20 40 so 0
N
- _ O
o GRAPHIC SCALE IN FEET
Robert Bein, Witham Frost & Associates
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS t SRVIEYORS
1 -800-422-4133 27556 YIEZ ADAD, STE. 40091EIE LLA CA. 92591
(909) 676-8042 , FAX (909) 676-7240
M
LD97— 097 GR
TWO WORKING DAYS BMW YOU DIG
CONSTRUCT ION RECORD GATE 8Y REVISIONS DATE AOC'D BENCH � SCALE Quo FESS/p ADEL S. CASAO ADEL S. CASAO MT N� DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: CITY OF T E M E C U L A ��� OF PueL I c Woks Drawing No.
BEV A. t` f`
HORIZONTAL cif
CORtrOctor y a� lf'= = P ns Pre o ed Under The Supervision 0 ACCEPTED BY: l��y"`w �w�""'� DATE: TRACT NO . 24131 — �
Inspector SEE SHEET N 1 1 20 d EY3/1 ,e Date: _ 2S �� PRINCIPAL ENGINEER, FOR CITY ENGINEER
VERTICAL f' �,Y,` ��` M I CHA L A. MAN RONALD J. PARKS -` • PRECISE GRADING PLANS
Date Completed NSA fF OF CA`�ED R.C.E. No. 3090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-97 �' MODEL SITE — LOTS 2-4 SHEET 2 of 2
�.
i
PLOT: 07-3-91 JN: 401015