HomeMy WebLinkAboutTract Map 21818 Lot 15 Precise Grading f
" •MY
15' 5' 3', I
3' S
15!'
--. _
HOUSE
v, EXISTING ,5' N
W GROUND SWALE FOR .
BROWDITCH GARAGE F..F.
30
8a / ' ,� - f
. � 2 \1 2
1 I 1• 25
U�
1FI�'L PONDING
O •,� 2,_3, .,6*. 35EASEMENT
O �r'�":�, . 20'
.n
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS
EQUESTRIAN,
AMENDED BY ORDINANCE 457.
, EQOESTRIAN. SWALE EASEMENT , SECTION AWA
SETBACK DRAINAGE SWALE SLOPE SHALL BE EQUAL TO 1% DRAINAGE
- � --- - 2. MINIMUM BUILDING PAD AND
N.�' S. �- TO.TOE p % SWALES SHALL BE A MINIMUM OF 0,2 FEET DEEP AND BE CONSTRUCTED A MINIMUM OF
r 9 SCALE H�1r, 20 L
�, --- _ V-1 8 �, �„ SECTION B-B 2 FEET FROM THE TOP OF THE CUT OR FILL SLOPES.
1 BAG HIGH -�"'" 3. MAXIMUM CUT AND FILL SLOPES EQUAL 2 TO 1.
TYPICAL SANDBAG ---- � ..�-- ---�- , . ..- . `. _,._. �, � �.. .-•____ .� � S CALF H ,.=20'
�
t �. . -�- V-1 8
__�-- THE TOP OF ALL
EQUIVALENT ALONG
BERM FOR 5 FEET WIDE BY 1 FOOT BERM OR
EROSION ---. 4. PROVIDE �
CONTROL `' -� -- ~�- `� r TRACT 3883�LOT 357 FILL SLOPES OVER 5 FEET HIGH.
\. \ ' . . . r
SOIL
\ ~` ' SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
ON _ - _ 5. ALL GRADING
\ S TRUC T \ _
CSN _ 4=10'p5- ' ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO
CRS 1' \ 6 47, \ --~ -1 •-�- ,.. OVER 1 FEET DEEP.
AppROAC 4R1V,EWq�p► _ R= 1556.00 ` �`~..r
SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
L 297.28
mow
l
s ro y \ - n
dill-
.207
�" - l � r `�"' 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA S ENGINEERING
- • NCE
�w -� DEPARTMENT CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDA
GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
r \ \ ry WITH THE APPROVED
TION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL
o• -
Q -�--_ _-�.. ____ •.,. „ ,,. . C ERTI F ICA
\ CUT '�""�'�•� + SANDBAG F ►1 50 FT INTERVAL �..- --� ' �~ SLOPES.
L_ j � ` 1 •ter, • ^"'
' SLOP � \ TOR OF SLOP - .
V �. DESIGNED TO HANDLE 100 YEARS Q STORM FLOWS, ALONG TOP
cv�,: .+.•. \ � - � � / 7. PROVIDER BROW DITCH,
\ . OF CUT SLOPES.
Q. PAD - /� � � ^ . .- ---- �-
1 Q L 3 . 1 CUT �-.-- - .,.� �.�... .....�" , ► / �,
>+ 3 . 60 ,,� �,, 8, FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL,FILLS GREATER THAN ONE FOOT.
.�o GR EA = 1 .24 ACRES .� '~ .�- -- �' WITH RECOMMENDATIONS OF THE
-� •ti pill° ` � � � 9. ALL GRADING SHALL BE DONE IN CONFORMANCE
� ST 29 1989.
&ASSOCIATES DATEDAUGU ,
.. .. -� \ / -.,. - .�"'` PRELIMINARY SOILS INVESTIGATION BY LEIGHTON
..
•°I TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
- 4. • " -' --- - INCLUDE FOUNDATION DESIGN
a •. � AREA , s,oN � �
ENGINEERING DEPART ENT WHICH SHALL
A� MO NDEDA� �'
o �Xp �. IONS AN CERTIFICATION THAT GRADING HAS BEEN DONE IN
1 � RECOMMENDAT REPORT.
'• -�� � 00�� •� - OF THE PRELIMINARY SOILS
---- �• • ` / .,� �° CONFORMANCE WITH THE RECOMMENDATIONS
\ 67.5 o �`� `�~- �-- •� �"'"'~'� / .� 0.0
�'"' '� 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT, AT LEAST 24 HOURS
�• - �'` - �' ter""'" 66 s IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
\ / ' "'ool •� ill ,�• '� INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
(0 �r►'r -� OT.
EACH L
6 �n \ > �. .
•-, o �.� •� •� �' � .�� �� � s 201 PHONE: (909) 694-6411
0 196 N I 1
11. CUT SLOPES EQUAL TO OR GREATER THAN, FEET IN VERTICAL HEIGHT AND FILL SLOPES
3 -� \ IEwEa NOTIE.
� ,� v �... SCALE. 1 -20
EQUAL TO OR GREATER THAN 3 FEET IN VERTICAL HEIGHT SHALL BE PLANTED WITH
0
GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY
6 • V• , . 9 •D.' - , , •'`'•°; \ r� / BASED ON A PERCOLATION RETE OF 120 S.F./100 `GAL. ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPE
CTION.
a . • I \' F.F.- 11 8.V' ��� �� /� 1/1,00'
l ,
_ �/ .��
� n ,o o , ,. .� .. . ., � ....� _- ry � . � -- - � CAPACITY, SEPTIC SYSTEM WOULD. CONSIST OF. GROUND HAS BEEN CLEARED '
- PAD 1 167 AY 1 - 1500 GAL. SEPTIC TANK 12. NO FILL SHALL BE PLACED OF EXISTING GROUND UNTIL THE GR
. _ _ ••.. LIGHT � \ ..r �
•a• \ . .�-..�-- 4� q00 L.F. LEACH LINES 2 FEET OF ROCK) OF WEEDS, DEGRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
� 1 1500 G L. O ,
IL '�� �. TAN l ° (4x 100 L.F. � 7' CNTRs.� `� ) I
Qo '� p va• �� , •--- 0 13. IF STEEP SLOPING TERRAIN OCC URS UPON WHICH FILL IS TO BE PLACED, IT MUST BE
. PLUS 100/o EXPANSION POTENTIAL M NATURAL SOIL FOR FULL SUPPORT.
�' �. � / _• v k. � CLEARED, KEYED, AND BENCHED INTO FIR
LEACH LINES PLACED IN FILL AREA SHALL BE PLACED REGISTERED CIVIL ENGINEER PRIOR TO
:� 61• / •� �` -- PREPARATION SHALL BE APPROVED BY A REG
� , � 2• , �-- A MINIMUM OF ONE FOOT INTO NATURAL GROUND PLACEMENT OF FILL MATERIAL.
V �• �` 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
=� ,, , �" " •�- .r - '`�' NOTE: DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
- F.. - MIN, PREVENT POUNDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
_ :- SEPTIC SYSTEM DESIGN SHOWN HEREON IS
..�, OFA � � 1
APPROVED AND CONSTRUCTED PER SEPARATE PERMIT. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
THE DESIGN HAS BEEN REVIEWED AND IS IN
3 1160 - _ °`� LATI N T 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION.
� sir _ FILL � c,� � CONFORMANCE WITH THE PERCOLATION STUDY� � � RACK � .� � �
in -1 - - ,•- � PREPARED FOR TRACT 21818 BY LEIGHTON & ESPECIALLY DUR!�JG STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY
cv \ 2 : 1' 4, DRAINAGE PROVISION MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING
�" ASSOCIATES, INC. DATED NOVEMBER 2, 1989.
\ . 3.� - ,� GRADING OPERATIONS.
�- 87.54 --_ OF sL op �, .. .
\ \ B
-\ fi10
--- - - - � �- --- REVIEW FOR SEPTIC SYSTEM DESIGN ONLY BY: N AND FIVE TENTH 1.5 SHALL
17. STABILITY CALCULATIONS WITH A FACTOR OF A LEAST ONE A ( )
' � BE SUBMITTED BY A SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND
N - LEIGHTON & ASSOCIATES, INC. ..�.. .. ill
8
1-01 � .,,,+. ,� FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT.
�qu j
-- ��' !dam 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD
200
VICINITY MAP
/ \ ► low -� / �' .f'�---�-.W -_ - ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH
\ � / / ..
T � � RESPECT TO MEAN SEAL LEVEL) SHALL BE GIVEN.
RAC � � IF AN ELEVATION WITH RESPECT TO
\ r 21 s 1 -� w -- ---
O�' � �, THOMAS BROS. MAPS - MARK-BERGM NN, CEG 1348 � � �x.,�•t �}�� �,� , ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE
3 `-- GROUND SHALL BE GIVEN.
._. ASSOCIATE GEOLOGIST 0� ' t E ADJACENT
RIVERSIDE COUNTY, 1993 PG.115, A-6
._. N.T. , � . f
/ dry' �8 f 19. EROSION CONTROL-ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT
1155 p �•,' 1r ,_• c� , R 15' IN VERTICAL
PONDING EMEN-�; -.. C�. 3i`�� .,�- 12 OF CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER
PER TRAC MAP ` 818
_ _ 4. / �po�q�OtHEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES,
SOURCE OF TOPOGRAPHY 9 N EARTHWORK QUANTITIES SHRUBS, OR COMBINATIONS 15' ON CENTER. SHRUBS SHALL BE PLANTED AT 10' ON
0 • I I 90 4
I I.�"' dP a�� COMBINATIONS 15 ON CENTERS. SLOPES OVER 4 IN
AVENNILL Cr ,.r �ll �o r;�� CENTERS; TREES, 20' ON CENTER; ,
4 '
I J C • I y '�
PICTORAL SCIENCES, 10C. r,+ '� `µE"'` • °° pR
1097 WEST BASE LINE I
I s ,�'` - I Ftp OAA MApP;� ` „�oA CUT ---= 2065 C.Y. VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
' .15'E s
_ FILL -- 2006 C.Y. PREVENTION DEVICES PER U.P.C., CHAPTER 10.R.
ARDINO CA 92411 ' y _ _
SAN BERN , • ---- -------- A N,�o
1 lAS as a
b �� ' N-• ��' 7
909) 888-5795 I r r~j'N�,Sr'A" 'pr r .
( I ` I mG aka J 3aM R Mr�EA�� ,SetExr/i r
I Rp r . a o P c mq °MapM,p G 20: FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN
I ¢o i ell _ X43 -- `� ASSESSORS PARCEL NUMBER 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
NOTE TO CONTRACTORS I °s�. A.. P2 �qr
PEN 1
I
qr cr r 9$ vE Rq r c ' •�1 ao $
Q�e� I t
Cr GigA
BEARINGS I - -
F,01 P I q �NA�SG? �Cr A7,1,,6 aF 4 4 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
BASIS OF BEAR ANY EASEMENTS (INCLUDING UNDERGROUND UTILITIES)WHICH MAY BE ON THE PARCEL OF LAND
MCAIIE Com'p�MFsq r IV0,0 v 11A
SHOWN ON THIS PLAN SHOULD BE LOCATED BY
THE CONTRACTOR FROM RECORD PATA. THE .� -�-� i yti All" " cy�,� q'°F�a �pE`"�* I J r 919-310-009
O LIABILITY OR RESPONSIBILITY FOR FAILURE TO SHOW UNDERGROUND �' I o CORpHS _I S '�
ENGINEER ASSUMES N � d _ � _��� __� _ _.�Yr���� _Cr ' V�" �� ,�A°A � :P. •. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED- IN THE FIELD PRIOR TO
THE BEARINGS SHOWNlEREON ARE BASED --
UTILITIES WHICH MIGHT BE LOCATED FROM A TITLE SEARCH OF THE SUBJECT PROPERTY. THE �' �� n�' fi r r
UPON THE NORTH-EASTERLY LINE OF THE COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
`' u3
RANCHO TEMECULA AS SHOWN ON TRACT LOCATION OF ANY EASEMENTS(INCLUDINGUNDERGROUNDUTILITIES)ISTHERESPONSIBILITYAND �- `� i ; ' w I qu 1 LEGAL DESCRIPTION
OF THE CONTRACTOR. �a �� �° I I f
No. 3883, FIELD IN BOOK 63, PAGES 1 THE LIABILITY T23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
THROUGH 35 ON THE OFFICE OF THE �iP
L
� .� ,� I I I �nE°'� APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
THE REPRESENTATIVES OF THE VARIOUS UTILITY COMPANIES WILL -COOPERATE WITH THE �/ ry I _�p,ERALP I SITE i LOT 5 OF TRACT MAP 2181$ ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
COUNTY RECORDED OF THE RIVERSIDE R,pF "'-e ,� y �Esr�
COUNTY, BEING N47 41'03"W. CONTRACTOR IN LOCATING THE EXISTING UTILITIES. THE CONTRACTOR SHOULD NOTIFY 9 i CPQ �Yp� DF�SVL p50t � I �; RECORDED IN BOOK 919 PAGES 31 APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
UNDERGROUND SERVICE ALERT 48 HOURS BEFORE EXCAVATION AT =
�9 '���`y RECORDS OF RIVERSIDE COUNTY, FOR REVIEW AND APPROVAL.
1 (800) 422-4133. -r �- W „rim° �� ;c ° DEL -- -__
REP �,N IC K LOS PIMA COtw m y`
P ARED BY: p p �� of oW&Vi� � aasfc� W ,;af�. CALIFORNIA
VEEP ^^q �Sb ♦ Z' o
Q,NpYNE• `�`,ANS• / ( tiVr l f( P� ?ti`
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR i "'°°° '• WN� S �� a ��I �Ra oAs�A�. i r ,
Underground Service Alert 24. EROSION CONTROL IS REQUIRED PER GRADING OPERATIONS DURING THE RAINY
• JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING ' �° �" P�` P,ti :E µ
I N °� '"A 'q"° PREPARED FOR SEASON FROM OCTOBER 1 TO APRIL 15 DEVICES SHALL BE IN PLACE AT THE END
I �-rrFSA r` a [ t c'ti►N f r
SAFETY OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY" 15 I bye -• s y - J ��� i
nSp QP•.- ,pA 4, ptrMAa�AR/ ,�_ OF EACH WORKING DAY WHEN THE FIVE DAY PROBABILITY FORECAST EXCEEDS
RON F RKS ENTERPRISES I �� �P.,, ���` � a � �.� "r.0 � �. rq
Call, TOLL FREE AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND THAT THE CONTRACTOR SHALL DEFEND, P� .,� s� 5 .: A ^ ,,,` H„MBER OR
P° FORTY PERCENT.
INDEMNIFY AND HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY LIABILITY, REAL OR CIVIL ENCaiN :FRING, SURVEYING � 11 % � P� � o pEl � „�':� � �;, MR. & MRS. DAVID SCHROCK
41607 ENTERPRISE CIRCA E NORTH - _-rr__r • 0% "° 5O"" ' - '
ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING �r• r �o ct, .�J l�DE 1'`- a �� 40895 VIA LOS ALTOS
=800 FROM THE SOLE NEGLICENI OF THE OWNER OR THE ENGINEER. MMECULA, CA 920-90 I M A s T.� J
F qF v I � /
111 - _ i�oP i IGAHITA W ME s" T E M EC U LA, CA 92591
1� It I
422w4133 OfflCe (909)676-2745 Res.(909)676 4574 y5;EaaI m#THE ESTIMATE OF EARTHWORK QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES FAX (909)699-1.757 ,�IE�A,,, I (909) 699-4672 /
ONLY. THE CONTRACTOR SHOULD VERIFY QUANTITIES
FOR BIDDING AND COST ESTIMATES. I rti ��,� 3 Is %
TWO WORKING DAYS BEFORE YOU DIG
: Designed B Drawn By
Checked By '" _ Drawing No,
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SEAL 9 Y = I 61- 91 - CITY OF T DEPARTMENT ❑F PUBLIC WORKS
CC1NS SCALE RECOMMENDED Bi DATE
COUNTY OF RIVERSIDE B.M. NO.T-29-81 ��DF�SS�Q�9 R.J.P.
9-28-94 RJ P AS BUILT ROUGH GRADING PLAN 11/2, BRASS DISC IN CONIC CYLINDER LOCATED tai �'� `�
Contractor a �� ADDED EQUESTRIAN EASEMENT Horizon w y Plans Prepared Under Supervision Of , IRACT
FROM THE INTERSECTION OF RANCHO CALIF. RD.- RONALD rKS ACCEPTED BYE •' DATE+ � -_ ♦ 21818
REVISED HOUSE PLAN & MARGARITA RD.,IN THE N.W. CORNER OF THE ,� , -CIO„y J. PAR m : :: L,*OT 19,
`� 44 _ '� -- PRINCI AL ENGINEER FOR CI ENGINEER. v..• :R
Inspector INTERSECTION 1'E OFA 7' CHAINLINK FENCE, w NO 197 m � Date-t e '"' - � � '•
P �� REVISED LEACH FIELD
21'x16'AROUND SO.CALIF.GAS VALVES,40'N OF oG ••' PRECISE G RAD I N G:•P AN
Vertical �- CIVIL RONALD J. PARKS RAYMOND A. CASEY
P.P. (NO.#) 94'N. OF THE CENTERLINE OF RANCHO
AVENIDA CENTENARIO
Date C eted CALIF.RD., FIBERGLASS WITNESS POST SET 1'W. `r�,,� 9/30/97 41880' 3-31-96 ����` ` Sheet '� of
GRADING NO
OF MONUMENT r O 19744 Expires Expires
ADJ.DATE: 9-13-82 ELEV.: 1128.410
E.
�OF CA��F R,C,E, No.