HomeMy WebLinkAboutLot 134 - Precise Grading GRADING NOTES PROJECT SITE
1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33,
AS AMENDED BY ORDINANCE 457. TRACT N [1 24131 2
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = I%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. it
3, MAXIMUM CUT OR FILL SLOPES = 2:1. L [IT 134
4. PR❑VIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENTVIA RAMI
S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY IRECREATI [IN SITE
PASA 8
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
PRECISE GRADING PLAN
R(IgD '>
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH &�
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO CA
��
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
l�
7, PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR, Q STORM FLOWS, ALONG 4h PID PI[A �q�
TOP OF CUT SL❑PES,
RTa
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT,
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF Wy. 79
THE PRELIMINARY S❑ILS INVESTIGATI❑N BYi
M
CONVERSE CONSULTANTS DATED DECEMBER 21 , 1988 44 35
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 41 42 3
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, _ 22
VICINITY MAP-
DEPARTMENT,
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING n nw 3020 15 TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE sa ..
» ,a ,: NOT T❑ SCALE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- » as
TION MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTI❑N FOR �! » 1s %. +s
EACH LOT.
27 b 12 , 14
°,
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 25 a+ 1e 17 1s
34
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE za
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 24 03 "''�-a.G AVELU►
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 84 37
THE APPROVAL OF FINAL INSPECTION. 23 s,
.30 40 1 41 42 43 K
12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, :, p LEGEND
ee
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOTQ (,'T SITE 70 07
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. as i3
"` 115 11a F.L. = FLOW LINE
7, a
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 20 87 12 17 F.G. = FINISHED GRADE
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- it ss ,1a 72 d F.S. = FINISHED SURFACE
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- n �► 1180,0 = PAD ELEV. AT LOCATION SHOWN
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL ,a w ,,, 110 11s
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. n ,a 120 74 y�' as Q = DRAIN INLET
�
15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 1a 10a 121 7° < a: T.G. = TOP GRATE
PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 11 76 W 91
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 1a 22 107 122 - - = TRACT BOUNDARY
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 77 °°
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, C❑MBINA- 14u '0a '� as 1230 = FINISHED CONTOUR
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER �j 94 ,m 12` EXISTING CONTOUR
-1230 =
U.P.C. CHAPTER 10.R,
16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
SHEET INDEX
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
RECTION OF ERRORS OR OMISSI❑NS DISCOVERED DURING CONSTRUCTION, UPON SCALE 1 " 200
REQUEST, THE APPROPRIATE PLAN REVISI❑NS SHALL BE PROMPTLY SUBMITTED 1 . TITLE SHEET
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, 2. PRECISE GRADING PLANS
18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS I N D E X MA P 3. HORIZONTAL CONTROL PLAN
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS
MATERIAL. SCALE 1 " = 200'
19. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL
FOR FULL SUPPORT, PREPARATION SHALL BE APPROVED BY A REGISTERED CON STR U C T10N NOTES
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT
20. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 1 RAW CUT 525 C.Y.
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 2 INSTALL NDS AREA DRAIN OR APPROVED EQUAL 25 EA.
ADJACENT PROPERTIES.
ALL ONSITE LANE SCAPING FOR THIS PROJECT SHALL BE INSPECTED O
21 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE BY THE COMMUNIT DEVELOPMENT DEPARTMENT PRIOR TO OCCUPANCY
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE OF THE RECREATI N CENTER.
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
22. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE
TENTHS ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30'
IN VERTICAL HEIGHT.
23. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL
BE PERMITTED.
Under round Service Alert
o BENCH MARK
Robert 8ein, William Frost & Associates COUNTY OF RIVERSIDE _M. NO. T-29-81 BASIS OF BEARINGS
2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF THE BEARINGS SHOWN HEREON ARE BASED ON THE
CALL TOLL FREE PROFESSIONAL EKIP(IRS. PLANERS k SURVEYORS FRONT STREET AND F ANCHO CAL I FORN I A ROAD, 1 .8 M I LES N.E. ON RANCHO CENTERLINE OF THE RANCHO VISTA ROAD PER PARCEL MAP NO.
1 -800-422-4133 27556 YNEZ RVD, STE• 400 9 TOM G• 92W3621 CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD
(909) 676-8042 , FAX (909) 676-7240 AND MARGARITA ROAD, N THE N.W. CORNER OF THE INTERSECTION 1 .0' E. OF 22514 AS SHOWN ON MAP RECORDED I N BOOK 145, PAGES 80
A 7.0' CHAINLINK FE E, 21 .0' x 16.0' AROUND 50. CALIF. GAS VALVES, THROUGH 85 OF MAPS IN THE OFFICE OF THE RECORDER OF
40.0' N. OF P.P. (NO #) 94.0' N. OF THE CENTERLINE OF RANCHO CALIFORNIA THE COUNTY OF RIVERSIDE, CALIFORNIA, BEING N 69 08'00"E.
ROAD. FIBERGLASS WIT ESS POST SET 1 .0' W. OF MONUMENT. LD9 6 - a77GR
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV. 1128.410 0,
CONSTRUCTION RECORD DAIS BY REVISIONS DATE ACC'D BENCH MARK - DESIGNED BY DRAWN BY CHECKED BY
SCALE Quo F E s s ,f/ ADEL S. CASAO RECOMMENDED BY: DATE: -11"+c CITY 0 F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No .
-d P-1!51= R-UDWEPROJE � T
CT f i f00AN 9-2-S' ��'�o ���� A. T`� fs
Contractor FL6fs2^Pe To MATGH exi wTtsjc7 HORIZONTAL H `�, i� Plans Prep d Under The Supervision Of J
WA L I- .
SEE ABOVE AS SHOWN " a ACCEPTED BY: DATE: 1-�/-QG
m TRACT NO . 24131 -2 , LOT 134
Inspector W Expo 3/09-0o Date:
cc � PRINCIPAL ENGIN R, FOR CITY ENGINEER i
VERTICAL l' 7 1 �� M CHAEL TYLMAN STEVEN W. CRESSWELL RECREATION SITE , PRECISE GRADING PLAN
Date Completed NSA lF QF C��� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 :1B° T I TLE SHEET SHEET 1 OF 3 i
v
PLOT: 06-23-96 JN: 400809
t
LOT 80
PE 1212.4
S
LOT 81 TRACT 24131 — F
PE 1212.0 I LOT 16
PE 1216.8
i
LOT 82 '1
PE 1211 .5 ' f
g
I
TRACT 24131 - 2 I
LO 83
PE 1210.5
RETAINM WALL TO
BE �
CONS RUCTED UNDER4:1
A SEPARATE PERMIT `�
p � -� TRACT 24131 - 3
R pti'
LOT 84 �+ • v LOT 37
PE 1208.8 03) ,p PE 1215.9 l
o
LOT 85 F '� \
PE 1207.2
C. 8 EX1�iT+N Cs
wAt.-K-
��' ,r */
� '?ate?0 + ��� .� o/
\ ti
oi 1
r" \ PROPOSED HARDSCAPE, `•w �t PROPOSED HARDSCAPEP, 0�
o�v \ FENCING >k LANDSCAPE cs'�° y� o� J FENCING t LANDSCAPE /
PER LANDSCAPE ARCH I TECT pti. o ° �o� R- L NDSCAPE I TECT /
\ PLANS 3 �AN
1p� CY
. 119 8.07
�_OX SEAN
E LDSCAPE ARCHITECTS
\ �ti - :. PLANS FOR PROPOSED
�G \ ::_p • e� --DRA I NAGE SYSTEM
z
SEw0R LOT 114
PE 1200.9 LOT 115
00 LOT 113
PE 1200. 1
SEwEFt ` PE 1201 .2
EX 6 LOT 112
iSAJ� PE 1201 .2
LOT 86
1 PE 1201 .8
(off
C-)' I
V v.
I
I
Under round Service Alert
0
SCALE: 1 " = 20'
ol
Robert Bei?,4 IYilliam Fmst & Associates 20 10 0 20 40 60
CALL TOLL FREE PROFESSIONAL ENGINEERS, FLAMERS k MEYORS
1 -800-422-4133 2T566YEZ IIID, SUII 400 •TOM CA. psi-*79
(909) 676-8042 , FAX (909) 676-7240
GRAPHIC SCALE IN FEET
TWO WORKING DAYS BEFORE YOU DIG LD96 - 077GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK — DESIGNED BY DRAWN BY CHECKED BY
SCALE Q�OI E S S/OH' RECOMMENDED BY: DATE: - 1-94- DEPARTMENT OF PUBLIC WORKS Drawing No .
9-8-9G I¢gF �.�OWERL �JEGT 5-r i �T pNP n W o l ADEL S. CASAO * CITY O F T E M E C U L A
RE&V—^DE To mATc.H Exis-ri"6 HORIZONTAL
Contractor h ,��. �� I. Plops Pr ared Under The Supervision Of
WA4- = T �� TRACT NO . 24131 - 2
Inspector SEE SHEET N0. 1 AS SHOWN ENo•4309-00 Dote: p ACCEPTED BY: DATE:
cw. PRINCIPAL ENGINEE , FOR CITY ENGINEER LOT 1 34
VERTICAL Jl' C1V I\ ��� ICHAE A. TYLMAN STEVEN W. CRESSWELL g " ! RECREATIONAL SITE 65
65
Date Completed
N/A t� OF ck``Eo� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 �'O'r.�lPRECISE GRADING PLAN SHEET 2 OF 3 i
b
PLOT: 06-24-96 JN: 400809
f ,
DATA TABLE DATA TABLE
N O. WC/DELTA RADIUS UDCTH NO. SFOC
LOT 82 /DELTA RADIUS LENGTH
PE 1211 .5 y C1 90'00'00" 4.00' 6.28' L1 N45.49'55"W -- 6.00'
`b C2 270'00'00" 2.00' 9.42' L2 N45'49'55"W -- 3.00'
SCALE 1 = 10' �� �• C3 127'13'28• 9.00' 19.98' L3 N44'10'05'E -- 3.00'
C4 270'00'00" 2.00' 9.42' L4 N44'10'05'E -- 4.00'
10 5 O 10 2O 30 `�`_ 00. C5 90'00'00' 4.00' 6.28' L5 N44'10'05'E -- 6.00'
wwio06 87'47'38' 34.00' 52.10' L6 N44'10'05"E -- 2.94'
C7 90'00'00' 4.00' 6.28' L7 N44'10'05"E -- 5.50'
p}3 C8 90'00'00" 4.00' 6.28' L8 N44'10'05"E -- 3.50'
CP
GRAPHIC SCALE IN FEET .12 �� ' C9 90'00'00" 2.00' 3.14' L9 N44'10'05"E -- 6.00'
9 C1090'00'00" 2.00' 3.14' L10 N45'49'55"W -- 2.50'
TRACT 24131 2 C11 180.00*00" 13.50' 42.41' L11 N45'49'55"W 5.00'
C12 163'34'25• 7.00' 19.98' L12 N45'49'55"W -- 5.00'
C13 180'00'00 6.00' 18.85' L13 N44'10'05E -- 1.67'
C14 108'37'46" 12-00' 22.75' L14 N45'49'55'W -- 8.00'
C15 104.02'25 13.00' 23.61' L15 N45'49'55"W -- 1.41'
C16 180'00'00" 4.00' 12.57' L16 N45'49'55"W -- 6.53'
y- C17 180'00'00' 3.00' 9.42' L17 N45'49'55*W -- 6.50'
LOT 83 'Ig �j C18 49'33'59" 10.00' 8.65' L18 N44'10'05"E -- 2.00'
6' C19 90'00'00" 2.50' 3.93' L19 N44'10'05"E -- 3.00'
PE 121 O.5 \`�9. C20 90'00'00" 2.50' 3.93' L20 N45'49'S5"w 10.00'
\• L21 N45'49'55"W 10.00'
L22 N45'49'55"W 10.00'
L23 N45'49'55'W -- 10.00'
L24 N44'10'05"E -- 3.00'
571�9 L25 N45'49'55'W -- 3.25'
L26 N45'49'55"W -- 2.75'
OS 6 'Ir! L27 N45'49'55"W -- 10.33'
4�0 v * s. s; L28 N45'49'S5"W -- 10.33'
>r 9• L29 N44'10'05"E -- 2.00'
C5 J3 L30 N44'10'05'E 3.00'
J, L31 N45'49'55'W -- 6.50'
L32 N45'49'S5"W -- 6.53'
s�• �s• • L34 N05'23'S4'W -- 5.50'
LOT 84 �' ��, �'�`� ,4 >t�. L35 N84*36*06" E -- 8.00'
PE 1208.8 lti k L36 NOS 23 54'W -- 5.50'
v� `R ti S A �' d`• f L37 N05'23'S4"W 6.00'
., C4 L38 N45'49'55"W 1.33'
x L39 N45'49'55'W -- 2.33'
( lk 1 L40 N45'49'55"W - 8.00'
�d• --
,J '�• J• L41 N45'49' 5 6.00'
L42 N44'10'05"E 2.00'
00 \no
LOT 85 "00, ryry8,� lk 01
c
PE 1207.2 �h ,yo fell
S_ *s • ff ��, R
-o
�• 4
.oh' oh �'s• `fit. � �
�k�O• , JJ� �� U � � N
C� 1rO '5
q�
4, N o �O
Ci J9 �R O X
U
• CQ U ( RR
�'yJ. 4? ♦� C9 v <,J O �`
�9�• yrO� 'L� CSS �� Js. C8 \ �•
f
�' O
TQ ,
'0
�9s -
.q7. N84•�'� E 19.27'
L35
E33 0�0
�• Cjg
N84'36'06 E
25.39'
i
Under round Service Alert LOT 114
PE 1200-9
LOT 113
Robert Bein, Filliam Frost & Associates PE 1201 .2
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANTERS k SURVEYORS
1 -800-422-4133 7M nQ M %ITE 4W •MILIA G. NSI-4579
(909) 676-8042 , FAX (909) 676-7240
I
i
TWO WORKING DAYS BEFORE YOU DIG _dooLD96 - 017GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�OFESS 112 DESIGNED BY DRAWN BY CHECKED BY CITY OF TEMECULA Drawing No . o
���p ���` A �l 2�� .2 ADEL S. CASAO RECOMMENDED BY: Q S;� _a__DATE:
�_ _1[_?'�� DEPARTMENT OF PUBLIC WORKS �
Contractor HORIZONTAL y w fy Plans Pr red Under The Supervision Of // '' L)
ACCEPTED BY: W DATE: ? 11-t� TRACT NO . 24131 - 2
AS SHOWN No.43090 Date: O PRINCIPAL ENGINEE FOR CITY ENGINEER i
Inspector SEE SHEET NO. 1 UP. 3/31-00 � 01
VERTICAL 1 ` �� ICHAE . TYLMAN STEVEN W. CRESSWELL g LOT 1 34 0
Date Completed eted �l I V I �� RECREATIONAL SITE
p N/A F OF C0.��O R.C.E. No. 43090 Expires 3-31-00 R.C.E. No, 47180 Expires 12-31-99 HORIZONTAL CONTROL PLAN SHEET 3 of 3
0
PLO1: 06-23-96 JN: 400809
i