HomeMy WebLinkAboutLot 81- Precise Grading GRADING NATES
PROJECT SITE
1. ALL GRADING SHALL CONFORM TO THE 1994 UNIF❑RM BUILDING CODE,
CHAPTER 33, AS AMENDED BY ORDINANCE 457. TRACT N 11 24133 - F
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 17.,
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. L [I T 81
3. MAXIMUM CUT OR FILL SLOPES = 2:1. '
9
4. PR❑VIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH.
RECREATI [IN SITE VIA RAMI �D
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT PAUBA
S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS Q, 6
OVER 1' DEEP. l
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA MAD
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH PRECISE GRADING PLAN
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRI❑R TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATI❑N SHALL BE TO LINE,
GRADE, ELEVATI❑N AND LOCATI❑N OF CUT / FILL SLOPES,
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG Pm P1m
TOP OF CUT SLOPES.
RD,
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN .4
ONE FOOT.
�f►
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 66 w�, 79THE PRELIMINARY SOILS INVESTIGATION BYi 63 64 65`
CONVERSE CONSULTANTS DATED DECEMBER 21 , 1988 62 67 10 SMI DIEM
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 61 se
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN REC❑M- so 69
MENDATI❑NS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT. S8 59 36 v 70 VICINITY MAP
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 57 2
(00
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 55 71 NOT TO SCALE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- S3 54 74 73
76 72 3
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 52 ���' 75 4
EACH LOT. 50 51 78 77 N �+
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 49 80 7948
No 5
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE et I
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 47 83 92 ,� %: `� t6 7
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 46 84 , t7 LEGEND
THE APPROVAL OF FINAL INSPECTION. �, 15 e
45SS
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, 44 86 ,°g o toe 19 14 9 FF = FINISHED FLOOR
totPROXCT SITE
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 43 87 108 103 100 20 13 10 PE = PAD ELEVATION
LESS THAN 1/4' PER FOOT FOR A MINIMUM O 98 ,0'1
F 3 FEET. 42 ' 11 21 T.C. = TOP OF CURB
o Q. 99
14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 41 89 106 % F.L. = FLOW LINE
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 98 22
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 40 90 91 97 23 LOT 81 VIA RNAS & F.G. = FINISHED GRADE
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 39 96 F.S. = FINISHED SURFACE
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, 92 93 94 9 5 25 24 1 1180.0 = PAD ELEV. AT LOCATION SHOWN
15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 38 25 z
Q = DRAIN INLET
PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 37 36 28 7 80 3 T.G. = TOP GRATE
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 35 34 29 79 4
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 33 32 31 30 - - = TRACT BOUNDARY
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- 77 78 5
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 1230 = FINISHED CONTOUR
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 7576 7 6 -- -1230 = EXISTING CONTOUR
U.P.C. CHAPTER 10.R. 74 9 AIR VAC/AIR RELEASE VALVE
16. ALL PROPERTY CORNERS SHALL. BE CLEARLY DELINEATED IN THE FIELD PRIOR 66 67 68 69 70 71 72 73 10 -I
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 11 = FIRE HYDRANT
�{
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FORTE CARPIry 12 „13 `� }� = STREET LIGHT
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 61 60 W� = WATER SERVICE
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING C❑NSTRUCTI❑N. UPON 65 64 63 62
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS N
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS SHEET INDEX
MATERIAL.
SCALE 1 " = 200' 1 . TITLE SHEET
19. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 2. PRECISE GRADING PLANS
IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL
FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED I N D E X M A P 3. HORIZONTAL CONTROL PLAN
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
20. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF SCALE 1 " = 200'
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
ADJACENT PROPERTIES.
CONSTRUCTION NOTES
21 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE NO. ITEM T❑ BE CONSTRUCTED OR INSTALLED QUANTITY UNIT
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 1 EXCAVATION (RAW) 375 C.Y.
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
2 CONST. 3' P.V.C. (SCHEDULE 40) DRAIN PIPE 22 L.F.
22. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE
TENTHS ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE O3 CURB CORE FOR DRAIN LINE (REQUIRES CITY PERMIT) 2 EA.
DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30' 4 INSTALL NDS AREA DRAIN OR APPROVED EQUAL 16 EA,
IN VERTICAL HEIGHT.
23. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL
BE PERMITTED.
Under round Service Alert
o BENCH MARK
COUNTY OF RIVERSIDE B.M. NO. T-29-81 BASIS OF BEARINGS
Robert Bein, William Frost & Associates 2 1/2" BRASS DISC I N CONC. CYLINDER LOCATED FROM THE INTERSECTION OF THE BEARINGS SHOWN HEREON ARE BASED ON THE
CALL TOLL FREE PROFESSIONAL ENGI WM, R M tM k SURVEYORS FRONT STREET AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO CENTERLINE OF THE RANCHO VISTA ROAD PER PARCEL MAP NO.
1 -800-422-4133 27555 YU RD, STE_ 400 0 1BECLU G' gnD-3521 CALIFORNIA RO TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD
22514 AS SHOWN ON MAP RECORDED IN BOOK 145, PAGES 80
(909) 676-8042 , FAX (909) 676-7240
AND MARGARITA AD, IN THE N.W. CORNER OF THE INTERSECTION 1 .0' E. OF THROUGH 85 OF MAPS IN THE OFFICE OF THE RECORDER OF
A 7.0' CHAINLI FENCE, 21 .0' x 16.0' AROUND SO. CALIF. GAS VALVES, »
40.0' N. OF P. . (NO.#) 94.0' N. OF THE CENTERLINE OF RANCHO CALIFORNIA THE COUNTY OF RIVERSIDE, CALIFORNIA, BEING N 69 08 00 E.
ROAD. FIBERGLA WITNESS POST SET 1 .0' W. OF MONUMENT. LD96 - 069CR
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-1 82 ELEV. 1128.410
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH M KDESIGNED BY DRAWN BY CHECKED BY Drowin No .
SCALE o Q�pF E S S I pH'l JOHN LeSAGE ADEL S S. CASAO JOHN LeSAGE RECOMMENDED BY: _ DATE: ?-�1- CITY OF TEMECULA
DEPARTMENT OF PUBLIC WORKS g L
HOR I ZONTAL .`� �� A !r�` �c� P I o Pr red Under The Supervision Of L
Contractor
= m ACCEPTED BY: DATE: 7-
SEE
TRACT N4 . 24133-F , LOT 81
AS SHOWN W No.43090 43090
SEE A VE ce Date: 1� PRINCIPAL ENGI ER, FOR CITY ENGINEER C
Inspector Ex p P. 3731-00 ! - STEVEN W. CRESSWELL ° RECREATION SITE PRECISE GRADING PLAN
ICHA L lYLMAN g'-
VERTICAL `fi I V 1� ��
Doth Complgtedelf
N/A OF kE�4 R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 �' �;�o T I TLE SFEET SHEET 1 OF 3 C
PLOT: 07-01-96 JN: 400809
LOT 25
PE 1196.0
LOT 24
PE 1196.8
LOT 23
PE 1197.3
LOT 22
PE 1197.9
LOT 21
PE 1198.5
ALOT 20
\ PE 1199. 1
O
76G1
CONC. SIDE ALK
(SEE NOTE A' HEREON)
\ SEE LAND APE ARCHITECTS PLANS ^ 78'2
77.5
TR 24133 - F TG �2 J
Q
1 ^ 78.35 ♦ 7 3
F FG 78 Ga.59
LOT 80 v S 78'3 � �' F\ 78•G c i
v 75.5 5 ...
\ 2 �S x
PE 1175.9 �� Fc , Lp ING 7aiG ,17a w
1715-357 6
}ti FS \ F. 1178. F 79.3
FG
FOR ONSITE DRAINAGE 7F—� ,�;`O 7 �E ISCIS I Q TR 24133 - 5
SYSTEM, SEE LANDSCAPE 78•� /75 �
ARCHITECTS PLANS F� TGfiTEMCSS P1. TG
t� I U
.5 �4:: 78.7 I LOT 13
/ ?
i 20 7 Tt3 178.6
PE 1184.9
FS �I TG I FG
7e
S• 1180 / FG.WS POOL
^1 1178.73 F E
�,5 _1� 78 78 7
4
\ � G QF, 22 F'S , 7gG a 70 8 PROPOSED HARDSCAPE AND
Qti S. 78• 1111 'TG FENCING PER LANDSCAPE
FG 4 '1 ARCHITECTS PLANS
» ff �� ., 1 � .G / r 77.32 51 `�1 sfl.5 jS.64
TG
NOTE A �°c;, F.S. 77.5 �5 06
F 7f �" �^ 78FG 78'G 7 TG
SIDEWALK SHALL BE MINIMUM 4" THICK AND � �
BE 520-C-2500 CONCRETE. THE CONCRETE + 4A I
WILL BE COLORED "SOMBRERO BUFF" WITH P W
A LIGHT SANDBLASTED FINISH.
RT 6
CONSTRUCTION NOTES — ALMER I A _
OCONSTRUCT 3" PVC (SCHEDULE 40) DRAIN LINE
0
3 CURB CORE FOR AREA DRAIN (REQUIRES CITY PERMIT) N
0
r•>
I
VIA RIVAS
Under round Service Alert
0
Robert Bein, William Frost & Associates 20 10 0 20 40 60
CALL TOLL FREE PROFESSIONAL ENGINEERS, FLAMERS t SURVEYORS
27565 YpEZ ROAD, SHITE 100 •TE]EO,f-A G. 92591-1679 —
—422-4133 - -- __
(909) 676-8042 , FAX (904) 676-7240 GRAPHIC SCALE IN FEET
TWO WORKING DAYS BEFORE YOU DIG
_ -
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�OFESS/pN' DESIGNED BY DRAWN BY CHECKED BY LD96 069GR
Contractor ��O �` JOHN LeSAGE ADEL S. CASAO
JOHN LeSAGE
RECOMMENDED BY: DATE: �-f 1— CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No .
HORIZONTAL ,�� ��� rl� `^6,
Plans P pared Under The Supervision Of N
�
Inspector p p
SEE SHEET NO. 1 AS SHOWN No.4309020 // ACCEPTED BY: W DATE: / TRACT NO . 24133 - F W
09 Exp. 3/31-W � Date: PRINCIPAL EN EER, FOR CITY ENG I NEER
ICHA A. TYLMAN STEVEN W. CRESSWELL
LOT 81
Date Completed VERTICAL ✓f c1yIV �� � - Q,
N/A 'fF OF CA�lER.C.E. No. 43090 g RECREATIONAL SITE 00
00
Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 ;�90
PRECISE GRADING PLAN SHEET 2 OF 3
a
PLOT: 07-01-96 JN: 400809
DATA TABLE DATA TABLE
NO. EWlC/DELTA RAD I LS UDGTH NO• MC/DELTA RADIUS L DL-M LOT 22
C1 42'53'08" 35.00' 26.20' L1 N78'29'34"E _= 8.00' L26 N78'29'34"E _= 3.00'
C2 42'53'08" 30.00' 22.45' L2 N11'30'26"W 8.00' L27 N11'30'26"W 10.00'
,0 C3 42'53'08" 25.00' 18.71 ' L3 N78'29'34"E 2.50' L28 N78'29'34"E -- 3.50'
Qr bN C4 57"42'39 14.00' 14.10' L4 N11'30'26'W -- 2.50' L29 N11'30'26"W -- 8.00'
C5 59'00'19" 19.00' 19.57' L5 N78'29'34"E 0.22' L30 N11'30'26"W == 9.00'
C6 59'45'35" 24.00' 25.03' L6 N78'29'34"E 7.22' L31 N78'29'34"E 3.00'
E(� C7 90'00'00" 6.00' 9.42' L7 N78'29'34"E 2.50' L32 N11'30'26"W -- 8.00' LOT 21
C8 90'00'00" 11.00' 17.28' L8 N11'30'26"W == 12.00' L33 N11'30'26"W == 7.00' /
C9 90'00'00" 10.50' 16.49' L9 N11'30'26"W 2.50' L34 N78'29'34"E 2.50'
\ 0 C10 90'00'00" 7.00' 11.00' L10 N78'29'34'E -- 2.50' L35 N11'30'26"W -- 8.00' / I
• C11 64'03'08" 18.50' 20.68' L11 N11'30'26"W -- 3.90' L36 N11'30'26"W -- 19.50' 7'COS,
C12 40'41 '31" 24.00' 17.04' L12 N11'30'26'W -- 3.90' L37 N78'29'34"E -- 4.00' pp
C13 38'07'58" 19.00' 12.65' L13 N70'29'34"E -- 2.50' L38 N11'30'26"W -- 4.00' / E LOT 20
\ Cn C14 34'55'38" 14.00' 8.53' L14 N11'30'26"W 2.50' L39 N78'29'34"E -- 1.50'
C15 52'19'09" 32.00' 29.22' L15 N78'29'34"E -- 4.50' L40 N11'30'26"W -- 11.50'
u'I C16 52'19'09" 37.00' 33.79' L16 N11'30'26"W -- 7.57' L41 N82.50'56"W -- 9.95' /
O• Ste. C17 03'50'32' 42.00' 2.82' 1-17 N78'29'34"E -- 4.00' L42 N82'50'56"W -- 9.77'
2 3
3' tJ \ C18 131'31 '23" 2.50' 5.74' L18 N11'30'26"W -- 5.00' L43 N67'44'18"w -- 3.97' t
�c�", C19 118'13'14" 2.50' 5.16' L19 N78-29-34-E -- 2.33' L44 N67'44'18'W -- 3.97' 8
�J'. vs C20 16'44'16" 40.00' 11.69' L20 N11.30'26"W -- 9.50' L45 N34'43'04'W -- 8.66' h vri
1-10,� C21 130'50'12' 2.50' 5.71' L21 N78'29'34"E 2.00' L49 N78'29'34'E -- 6.00' ' QD
� C22 32'13'06" 45.00' 25.30' L22 N78'29'34"E - 4.50' L47 N11'30'26"W -- 5.00' 2
C23 32'13'06" 50.00' 28.12' L23 N43'30'46'W -- 4.72' L48 N11'30'26"W -- 4.00' /
C24 17'43'42" 37.00' 11.45' L24 N00'28'10"E -- 7.23' L49 N78'29'34"E -- 3.50'
C25 17'43'42" 32.00' 9.90' L25 N11'30'26"W -- 14.00' L50 N11'30'26"W -- 7.00' /
��'• \� C26 17'43'42" 27.00' 8.35'
C, C27 00'41 '53" 1070.00' 13.04' /
C28 04'54'04" 370.00' 31.65'
TR 41 ^W -►
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SCALE 1 " = 10'
3
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10 5 0 10 20 30 co
CORY
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GRAPHIC SCALE IN FEET iv
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Under round Service Alert
o _
Robert Bein, Williom Frost & Associotes ALMERIA
-
CALL TOLL FREE PROFESSIONAL PCIPEERS, PLANERS k MEYORS - -
1 -800-422-4133 1755 YEz Imo, UTE 100 9 lE]ECIEA G. 9511479 -
(909) 676-8042 , FAX (909) 676-7240
TWO WORKING DAYS BEFORE YOU DIG LD96 - 00 CR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE lwlsslo DESIGNED BY DRAWN BY CHECKED BY Drawing No.
H' RECOMMENDEDBY: DATE: CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS
J PL ADEL S. CASAO JP
l_
Contractor HORIZONTALy� ii `^s Plans Prep r d Under The Supervision Of i - w
AS SHOWN �= No-a3o90 - ACCEPTED BY: DATE: I-11-Ai TRACT NO . 24133 FUl
Inspector SEE SHEET NO. 1 Exp. 3/31-00 Date: PRINCIPAL ENG ER, FOR CITY ENGINEER p
VERTICAL ` MI HAEL TYLMAN STEVEN W. CRESSWELL E_; ' � LOT 8 0
Date Completed f�i 'Y o�� ,} IOB9 Z RECREATIONAL SITE g
N/A F OF �i,�\E 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
PLOT: 07-01-96 JN: 400809