HomeMy WebLinkAboutLot 1-6, 86-90 - PreciseGrading LEGEND PROJECT SITE
B
TOP OF CURB 0000.00
RAC I N1 P 3 3
T.C.
FLOW LINE F.L. B
HIGH P❑INT H.P.
tY m. ig m.
PRECISE GRADING PLAN
A 5' A C 5' 5' C D D
FINISHED GRADE F.G. MIN I�D MJIN MIN MIN
y`S
FINISHED SURFACE F.S.
GARAGE FLOOR GF 0000.03i
i i = VIA RAMI
-» PAULA
PAD ELEVATION PE 0000.0
FINISHED FLOOR FF 0000,0 mg 2D 8 SMS
z
WATER SERVICE W 'os y N
SEWER SERVICE S
FIRE HYDRANT 1<yTYPICAL SIDE YARD DRAINAGE ��
�
DISTANCE FROM FRONT PROPERTY CORNER TO HE GARAGE 4
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 21 �`�5� 6OEM
DRIVEWAY 20 11 10 9 a 7
STREET LIGHT19 12 wy. 79
0 -0 12' MIN. P/L 8' MIN. BLDG. PAD 1d ��' 13
SLOPE AB❑VE PAD 5' MIN. 3' MIN. ELEV. 17 14 35 34 33 32 31 30 29
SAN D!E[�
15 36 29
EXTRA DEPTH FOOTING COMPACTED 16 28 VICINITY M
BERM 6' IN. �� AVEL1�►-
INDICATES AMOUNT OF O 37 27
EXTRA DEPTH FOOTING 3839 4041 42 43 44 46 47 26 NOT TO SCALE
69 as 4e 25
12' MIN,
211 MAX, /� /� 2% MIN, 1 1 116 70 67 49 24 GRADING NOTES
LOT NUMBER a2%
MIN, SECTION A — A 21% MAX, 1 1 117 71 66 50 23 1. ALL GRADING SHALL CONFORM TO THE UNIF❑RM BUILDING CODE, CHAPTER 70,
FOR SIDE YARD SLOPES GREATER 11e
72 65 51 VIA JASSO AS AMENDED BY ORDINANCE 457.
INDICATES MODEL THAN 5' IN VERTICAL HEIGHT 110 119 73 64 52 22 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = I%.
UNIT TYPE 4B 111 10B 120 74 � 63 5321 '` CONSTRUCTEDDRAINAGE AAEMINIMUML BE A OF 2' FROM MINIMUM
T❑PS OF ,CUT EOR AND SHALL BE
L SLOPES
12' MIN. ABOVE PAD ELEV, 75 62 54
INDICATES ELEVATION t00e 121 76 61 55 19 ` 3. MAXIMUM CUT OR FILL SLOPES = 211.
ROUND OFF TOP 106 23 10 FILL SLOPES OVER 5' HIGH.
122 77 60 56 a 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
1
THIS LOT REQUIRES A BACKWATER VALVE P/L 78 59 57 17
PER SECT. 409 OF U.P.C. PER APPROVED — 5� 105 124 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
WATER AND SEWER PLANS. ( SEE INDEX MAP > 104 - 125 79VIA C/R58� 16 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
15 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
103 1 6 ou
761 82 14 OVER 1' DEEP.
102 1 4 13 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF C❑MPLETI❑N OF ROUGH
SECTION B — B 101 1 6 89 w B 86 12 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER 100 1 11 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT VIA CESARIO 10 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
2 1 1 3 4 5 6 � UM
TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6' MIN, 5� MIN, P/L 5' MIN. 6' MIN. SITE ONE FOOT.
3' MIN. 1' Y 3' MIN.
MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
3'x4' CONCRETE THE PRELIMINARY SOILS INVESTIGATION BY,
3'x3 CONCRETEPAD CONVERSE CONSULTANTS DATED DECEMBER 23 1988
PAD 32"x32" 3'x3' CONCRETE 32"02" 32"x32'
TWO SETS A/C PAD PAD A/C PAD A/C PAD ENGINEERING FDEPARTMENT WHICH SHALL THE FINAL COMPACTION INCLUDE FOUNDATION EPORT SHALL BE UDESIGNDREOCOMHE
12' MIN. 12' MIN.
40.00 39.00 40.00 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
2% MIN. 211 MAX. 6' TYP, 2% MIN. v 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
21% MAX. MIN. 21% MAX, 0000 Ste? j INDEX MAP DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
b REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
S E C T I O N C — C Z _ u v TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
A 8 a 013 SCALE: 1' = 200' EACH LOT.
.'x 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
$ c� g g SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
5' MIN. P/L — LOTS INCLUDED PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
0 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1' A 801 802 00 803 THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN. A A �i
6 MIN. 12. DUST SHALL BE CONTROLLED BY WATERING ❑R OTHER APPROVED METHODS.
N E ❑DS
v
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
40
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
12' MIN, 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
24 MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
2% MIN. " MIN. CON STRU CTI ON NOTES & QU AN T 17 Y ES 1 I M A T E TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTI❑N D — D TYPICAL OVERALL FOOTPRINT DIMENSIONS NO. ITEM QUANTITY UNIT
15, ER❑BION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
1 LOT GRADING (11 LOTS x 15 C.Y./LOT) 165 C.Y. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
SCALE, Y = 20' 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Underground ry ce Alert BENCH MARK
U.P.C. CHAPTER 10.R.
Robert Beira, Ailliam Frost & Associates MNTY OF RIVERSIDE &K IG T-2" 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT ❑F ANY CONSTRUCTION/GRADING.
PROFESS[ONAL ENGINEERS, PLAMQ25 t SUZVEYORS 21/2' W )qS[ a CD[ MM11••D FIJI TIE DITERSECTI01 OFFID71T ST. OBER/DEVELOPER
27556 YMEZ RD, STE' 4M*TE) W G. 22591 AND NIU CALn NIA MAR 18 MA.ES IL ON RAM E CALffQINIA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
TOLL T
CALL FREE (909) 676-8042 , FAX (909) 676-7240
-8LL TOLL-4133 TO TIE DITERSECTDII IFRWE CAL ROAD MID WA UA EARN TIE KV. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
C(IIIER IF TIE D4TERSECTDII 1' E IF A T DIAR K FEIEE, 21' x 16' RECTION OF ERRORS OR OMISSI❑NS DISCOVERED DURING CONSTRUCTION. UPON
RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
MW Z CALF. GAS VALVES 49' K PP. Qat) W K ff THE CENT IX 17310 REDHILL AVE. , SUITE 320 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
OF RAMCIB GLffTRMIA ROAM VITIESS POST SET 1' V. OF MDUEMT. IRVINE, CA 92714 W96 — ��
TWO �iK I NG DAYS BEFORE YOU DIG AU IAT[, 13-V M. UN410 GR
CONSTRl1CT I ON RECORD DATE BY REV I S I ONS DATE CC'D
SCALE QV° -_--5 S I " DE:S I a�D BY ow+wN BY CHECKED e�' CITY 0 F TEMECULA
INCH MARK F E p Dr ow 1 n No.
% A JL ADEL S. CASAO JL RECOMMENDED BY
:> DATE: /-tT"7G DEPAR-nou OF PICK N01aCS
Contractor HORIZONTAL a s Pr pared Under The Supervision Of
Ins ectorxp. ACCEPTED BY DATE:
p SEE ABOVE AS SHOWN No.�3M Date: �P PRINCIPAL GINEER, FOR CITY ENGINEER TRACT NO . 24131 -3
VERTICAL f' y 1\., �� MICHAEL TYLMAN STEVEN W. CRESSWELL PRECISE GRADING PLAN
Dote Completed t �
N/A F pF CA\.XE� R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. 47180 Expires 12-31-99 LOTS 1 -6 AND 86-90
SHEET 1 OF 2
PLOT: 1-10-96 JN: 400939 DRAW I NG: SHLLI 1
� 80
PE 1203.2
\
127 F8 1 82
\
PE 1189.6 \ d' ,�,� PE 1202.1 PE 1200.8 83
EXISTING H11M \ �B' PE 1197.3
ao
51 .00' 51 .00' 19.61
19.96
hh
N - - - -
Ol ivx, '41SCALE 1 " = 20' 4b N 11 el-4
128 F►-, NP N FL, HP..,
20 10 0 20 40 60 n 1%° 8 +'
.P N
PE 1188.1 FL., HN N N N II 7•I
is
DUSTIN MUSE
GRAPHIC SCALE IN FEET
$ 9L2
86.9 1'/• 87.9 N
O85.4 85.4 FG FG
FG 89 86.286.9 - - - rjFG
G 87.9
a
88 F 86
85.2
PE 1185.4 G4'7 = o F.L. I 85
FF 1186,1
d 2 PE 1186.2 PE 1186.9 �'2 5 PE 1187.4 PE 1187.9 PE 1189.8
'I FF 1186.9 FF 1187.6
c I 95 I FS _ 6 S N X NJ : _ I FF 1188.1 � FF 1188.6 87 j
2 74i 187.1 5 :5 3
90 .3 .4
3 803 IR 6, 7 97.E
129 N G 802 B03 87 G 802 F.s,
PE 1186,5 GF 1 85.6 ,
GF 1186.4 4 o FL,ba 6 FL v
ELEV
EXISTING h�J�
ELEV A a C S' N GF 1187.1 5; 5' GF 1167.6 ELEV ELEv GF 1188.1
a{D 8�, I d 83 8 A a
85.1 FG 86.? 67. 1
S4-`5 FG 6 F G. FG 7.Z F G
FL �b FL C��N R FL 68 85.SJ s�.o ,m km ` FG m
' F G Fl.,C�8 SG.3 / FL,68 �y1
R/W \ f P �`'' S1.60' �D SCJ 51 .00' 1= FL,� \ FL,6B t 00' 51.00' �=
26.39' 1 25.86'
sR ,� ■ ■ ry S S o ti ■ ■ h S S ■
`� �? ,? IV N I
0 lb
�• ,y. a. h. h. 1b.
VIA � � � � � � CESARIO � ~• � �• � �•
-r
IN
lb
,` Soyr�
10 lb
KC-7
■ S ■ ■ s S ■ ■ s S �k
'50,oo� r � oo' so.00 7 9 so oo' 17 8�
RW n 88.9 _ 853 9G.4 a 2 ■
w 83 5 F L,� eo ao $y 3 FL, C� 66.I _ �' 7.1\ iO 16. 72
FL ,vta 84 5 FL,vt3 , e 6.DF��� P. �'3 8G•7 671 o I o
� 84.3 FG 8S �� 6•I 6 �, L1
w
FG 5': '5' FG 5' 7.1 unu r F!_ GB
ELEV. ELEV ELEV. ELEV. :' - S' r- e G9
C�F 1185.0 A & 3
5 GF 1185.9 GF 1187.2 o ELEV.
84•s _ s MIK Bis GF 1187.7 N ELEV.
F 803 FL,6�
--
84.3
c� t� 02 Q 803 4 R L OZ - 4 M1u. a c GF 11ae.2 4
Fs a 5.5 A 3 bb.0 M 2 A , - 5 - 803 \
130 SF` 5 3 Q ;6', FG a54 3 - 6 4 81.1 Fs. _ 6
PE 1184.1 - 3 p 2 F5. o •1 o .2 �,i 04.15 F.L. 2 _ a I 7
EXISTING HIMBE PE 1184.8 1 �` N PE 1185.7 95.0 PE 1186,4 N N PE 1187.0 F5. _ PE 1187.5 'y 811 [7-]
`
S.
FF 1185.5 � FF 1186.4 L. FF 1187.1 Z � FF 1187.7 $� 3 z FF 1188.2 PE 1188.0 F8-7 PE 1188.4
LL: FF 1188.7
\84 8 84.8 8 a 86.4 LJ LJ 86.4 B EE 5
FG FG
F G 1164_SG 8 110b•1 B I,0 Fan 88
N FL, HP �, FG FLS Hr FG C FG 77 FG
t -irn o FIS
11654- 0 S I /• S 1166.7 N - •' II>67.Z F<-,-N- F-
104.,
N _
FL, H P �' °
FL, H(� N `��• e1 5 FE, Hr
R - 1•� -
1
50.00' 50.00' 50.00' EG 50 00' 1 °
50.30' EG o>
50.30• G
E
Under round Service Alert OPEN SPAM LOT 99
o Robert Bein, Filham Frost & Associates
PROFESSIONAL ENCINEERS, PLANNERS k 9JKYORS
21555 YC RD11D, STE. 4M*MEMA G. 92581
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240
1-800-422-4133
., M
GR
TWO WORKING DAYS AFORE YOU DIG L-�6 OOZ
CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SCALEDESIGNED BY DRAWkI Wf CHECKED BY Drawing No.
JL ADEL S. CASAO JL RECOMMENDED BY: al' ! - DATE: _/-ts-x CITY OF TEMECULA Down'NT OF PtdIC WORKS
Contractor HOR I ZONi AL H `�y` ��= f
� Plans P ep Under The Supervision Of -j'.�
1 " =20' i No.43090 T
AACCEPTED BY: DATE: L__-- TRACT NO . 24131 -3
Inspector SEE SHEET NO. 1 c`111z, Exp 3/31-96Date: PRINCIPAL E ,NEER• FOR CITY ENGINEER
VERTICAL IP/ � V 1 ��� MICHAEL A. �L_MAN STEVEN W. CRESSWELLPRECISE GRADING PLAN
Dote Completed fE SoN/A OF CA0� R.C.E. No. 40 Expires 3-31-96 R.C.E. No . 47180 Expires 12-31-99 PHASE I , LOTS 1 -6 & 86-90 SHEET 2 OF 2
jw: 400939 JRAA I NG SHE E 12