HomeMy WebLinkAboutTract Map 21067 Lot 4-6 Precise Grading GENERAL NOTES
1 . ALL GRADING SHALL CONFORM TO THIS PLAN, UNIFORM BUILDING CODE
CHAPTER 70, AS AMENDED BY ORDINANCE NO. 457.
2. MAXIMUM CUT AND FILL SLOPES = 2:1.
NOTES
.
I. SWALES TO BE CUT IN AT IX MIN.
3. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF
F.F. ELEV. AT ROUGH GRADE AND PRIOR TO
ALL FILL SLOPES OVER 5' HIGH.
PAD ELEV. BUILDING CONSTRUCTION.
2. A PAVED DRAINAGE SWALE, CATCH
9 BASIN AND PIPE, OR OTHER SIMILAR 4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
DRAINAGE DEVICE IS REQUIRED WHEN
A STOOP, FIREPLACE OR PORTION OF ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN
E BUILDING EXTENDS WITHIN
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT
FOR ALL FILLS OVER '
MINIMUM ESTABLISHED DRAINAGE 1 DEEP.
c.F. ELEv. SETBACKS.
3' P.U.E. C .-�..
3. SEE STANDARD 207 FOR Y
• DRIVEYVAY APPROACHES.
5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY
• • • 4. HIGH POINT SHALL BE LOCATED
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION of
IN THE BACKYARD* 15' FROM THE BUILDING UNE, HAVING AN ELEVATION Q r-
ROUGH GRADING IN ACCORDANCEWITH ITH THE
APPROVED GRADING PLAN
PRIOR TO ISSUANCE NCE OF THE BUILDING PERMIT. CERTIFICATION SH
OF 0.3' BELOW PAD ELEVATION. AL
. C.F. DIRECTION OF FLOW �-
SIDEWALK
BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES.
�.t t-A 6. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS
TYPICAL
LOT
FINISH
GRADING
P
OF THE PRELIMINARY SOILS INVESTIGATIONS BY NOR-CAL ENGINEERING
DATED MA . 3L, I qq4
- MAY---.---.w �. ----.-...-..._.._.._.._.,._.._.._....__......_._..._._.. 'FWO SETS OF THE
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
�2 23 RECOMMENDATIONS A
�1 2 AND CERTIFICATION THAT GRADING HAS BEEN DONE
9 25 �� IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY
V z� z8
<10 z9 �0 31 REPORT.
P SOILS k�z
v0 ti y � 20 �aNr��FI � 3� 33 3 q 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
��Y �3 d� p PERMANENT DRAINAGE STRUCTURES,
TEMPORARY DRAINAGE CONTROL
.�� r �- K SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
5TP ADJACENT
�� �3 7g PROPERTIES.
v��u� I�
35
S' MIN. _ �, c
3' MIN. 12" E 3' MIN. S I T F. V 17 & 3(D
� *� r 8. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
2X MIN. � � � V`� � 1 J6' '�`
HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER
+2:1 MAX G��'P� 3 8
'4,4 .���� '10 7 DELETERIOUS MATERIALS.
MIN. 10
•: r 2OX MAX. � ��Aq �9 10. DUST ST SHALL BE CONTROLLED BY WATER OR OTHER APPROVED METHODS.
PAD,tel r 27i MIN. � �\a� 13 (09 g�]
OX MAX.
MW PAD ELEY.
40
y 12 �S 81 11 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
57 ql CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
wEXCEPT BERMS LESS THAN 1' HIGH MAY
I82 PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE
8E c°NsTRUCTED AT 1 1/2 : 1 MAP rJ�D1/ICIN �'Y �t� 42 USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
SECTION " A -'- A I o o �� $3 OPERATIONS.
9 � fid 43
$1
12. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL
b3 $`'
8 l SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE
SPECIFIC ELEVATIONS A
45 RE REQUIRED, THE ELEVATION (WITH RESPECT
86
TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH
RESPECT TO ADJACENT GROG
4(a RESPECT SURFACE IS REQUIRED, THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
q _r
,0 3 13. EROSION CONTROL: ALL of SLOPES SHALL BE PLANTED WITH
q� ''7 .48 ROSEA ICE PLANT AT 12 ON CENTERS ERS OR ANOTHER APPROVED
0 ED GROUND
2 COVER. SLOPES OVER 15 IN VERTICAL ICAL HEIGHT, IN ADDITION TO
49 GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUB, 0R
A COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON
v CENTERS; TREES, 20' ON CENTER" COMBINATIONS 15'
ON CENTERS.
5' MIN. 8' MIN.
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
�0 IRRIGATION SYSTEMS WITH BACKFLOW PREVEN-IMION
19
DEVICES P
3' MIN. 3' MIN.
.q PER
a u.p.C., CHAPTER 10.r.
14. ALL EXISTING STRUCTURES SHALL BE REMOVED PRIOR TO GRADING
UNLESS OTHERWISE NOTED. A DEMOLITION PERMIT WILL BE REQUIRED.
0
' r PAD ELEV. 2X MIN.
MIN. 2OX MAX.
2OX MAX. PAD ELEV.. • ' . .
w
14
15. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF
Y
CUT OR FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER
THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND
BE CONSTRUCTED A MINIMUM 2' FROM THE TOP OF
SECTION E3 -� B �� CUT OR FILL
SLOPES.
INDEX MAP 16. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
XM DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR
I���2�' TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.-QUANTITIES O . TELEPHONE.
(909) 694-6411 .
FINE GRADING 4 LOT ® 15 C.Y = 60 C,.Y 17. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
NOT LESS THAN 1/4!' PER FOOT FOR MINIMUM OF 31
6
18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL
BE PERMITTED.
Ir PRIVATE ENGINEER'S NOTES TO CONTRACTOR 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
,s'TVP. /
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION GRADING.
'
101
I 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,I ES, CONDUITS OR 20. ALL REAR LOT ELEVATION SHALL BE THE SAME ELEVATION AS PAD
NOTES
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE ELEVATIONS UNLESS OTHERWISE SHOWN.
1. SEaON"A--A' APPLIES WHEN THE RECORDS TO THE BEST OF OUR KUOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS
EXCEE S1..0C .' PAD ELEVATION SHOWN ON THESE PLANS. THE CONSTRACTOR IS REQUIRED To TAKE DUE PRECAUTIONARY
OWNERI . SOILS ENGINEER
OF 2.
SECTION• APPUEs WHEN THE MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
TOPsSLOPEPE DIFFERENCEE IN w PAD ELEVATIONS Is FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY NOTE :
sHowN o"PLANS. SEE NOTE No. a O iM'MNA�X. OFFOOTI LESS,IS Ho N a�Q1�`" LITY FOR THE UTILITY PIPES, CONDUITS D U IT5
WESTMARK COMMUNITIES, INC. NOR CAL
GRADING AND srRUCTURAL PIANS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS,
FOR PRECISE LOCATION OF PORCH AN ONE COLUMBIA 10641 HUMBOLT ST.
D FIRE PLACE SEE ARCH. DRAWINGS,I NGS.
PAD ELEV.if mm. � 3. IN NO CASE SHALL THE SWALE t
�� � FtO.LrVVLLINE BE LOWER THAN THE
00 °"� Of FINE.0"�"`" s' FOR POOLS STOOP PLAY AREA W ALISO VIEJO, CA 92656 LOS ALAMITOS, CA 90720
,,, FROM BLDG. LINE. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR WALKS & EXTERIOR OR PA
362 -9700 (310) 7Los, sEE (714) ��.��LANDSC 469
4. PROVIDE 4' wlnE etr I' HIGH BERM JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT APE PLANS.
OR EQUIVALENT ALONG THE TOP OF INCLUDING C LU D I N G
ALL FILL SLOPES OVERS HIGH. SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
SECTION C .-. C
" AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND 1O �s -o
INDEMNIFY AND HOLD THE OWNER, THE CITY AND THE ENGINEER HARMLESS FROM ANY AND ,
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, IQ , 45 0''
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
r
PHASE No. UNITS N
NOTES
22 1400 0 0
II 20 CALL UNDERGROUNDN 1600 '
Ill SERVICE ALERT AT 1 (800) 422--4133 TWO WORKING DAYS BEFORE YOU DIG. fi
22
1800
IV 22 APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIVE THE APPLICANT AND HIS
STEMISON, PORTO & PIERCE INC. TOTAL86 ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED
THE CML ENGINEERS LAND PLANNERS LAND SURVEYORS DURING CONSTRUCTION. UPON REQUEST E APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
18195 McOURMOTT EAST, SUITE C TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
IRVINE, CALIFORNIA 92714
714) 660-8822 - TYPICAL OVERALL FOOTPRINT DIMENSIONS
CONSTRUCTION RECORD Date By R E V I S I G N S APP'D B E N C H M A R K � � � Desi ned b Drawn b Checked b
SCALE ,�e 9 y y v
RECOMMENDED BY. DATE. �� Drawing o.
�� KH. ABDO KH. ABDo �r-..� �...�.�� .� g N
REIVERSIDE COUNTY BENCH MARK . ,� • ;' � , DEPARTMENT OF PUBLIC WORKS
CONTRACTOR NO 600--62-69 BRASS DISC SET 1' EAST OFo I
CONC. H r zontal
POST MARKER STAMPED fib RESET REFI ED UNDER SUPERVISION OF LQ94--20CR
2.9 MILES S.E. ALONG PALA RD. FROM POST .
INSPECTOR OFFICE AT TEMECULA, 29 N.E. OF THE PAVED
' ACCEPTED BY: DATE: � �� � PRECISE GRADING PLAN
._._.�..�_.�.._�_._._....._.._._. ROAD, 5' N.W. OF TEL. POLE N0. 62950 .10. 22. 46 �.._._....._. �. _. _. �. _....�.�
L Date � r'.S
RAY M D A. CASEY
C.W.T. 3 S.W. OF 3 CONC. STANDPIPEVertical -- ----- -- ------- ------------
DATE : 1970 - _ PRINCIPAL ENGINEER, F0 CITY ENGINEER TRACT NO 210137 LOTS 4=06
DATE COMPLETED
�r�. .�._ . .__._ _. ''�.. ..�.�..__...�._.. Ex I res ..� .
ELEV 1039.378 ts71 � -:x; � ::w'^ SeloR.C.E N 0. _._._. ... �._._..__.�._._ ..�__...� Expires 41880 3-31-96 MODEL HOME COMPLEX
�._._.
TLE SHEET sheet 1 of 2
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CONSTRUCTION NOTES
1 CONSTRUCT 3` A,C OVER 6' SUBBASE,
2 CONSTRUCT REDWOOD HEADER & E,P, PER DETAIL `2'' HEREON,
3 CONSTRUCT UNDER SIDEWALK DRAIN PER DETAIL '03' HEREON,
4 CONSTRUCT H.C. RAMP PER PLAN.
1,X 4'
..r r.•• .;-- AL
• _.+ .' i.;it• •
2)K2)K18 PAZ
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REDWOOD HEADER & E.P.
NIII
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17.25 TC
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cA .
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N 0 � 18.21 1
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1 .24 0 ��'" L� w
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`� �' �`�•�o �' 2 4 BARS CONT.
50 0 w
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2 .So' r Ro.70 Op AD=23.30
o• F 20 �
% Z G� PAD=-23.00.00 HFF-�23.80
3 NOTE: SEPARATE PERMIT REQUIRED FROM
� 0 ,k
- �
� HFF-23.5D Q 4 DEPT. OF BULDING AND SAFTY FOR ALL
1400 Xo. -1WLLS.
A
0 o QIP• . �� F 1800 6 BLOCK WALL DETAIL
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srMSON, Pogo & PIERCE INC.
CML ENGINEERS LAND PLANNERS LAND SURVEYORS
18195 McDURMOTT EAST, SUITE C
IRVINE, CALIFORNIA 92714
(714) 660--8822
e
,• .� r * Desi ned b Drawn by Checked by
Date B R E V I S 1 0 N S ACC'D B E N C H M A R K " �r4 •� y 9 Y �- "` Drawing No.
CONSTRUCTION RECORD YSCALE S r L , ,, _. _.__.�..___�.�..�.�.� __
x : KH. ABDO KH. ABDo RECOMMENDED BY. ,� DATE. _. _ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Horizontal
CONTRACTOR _. .,_..�.. .__._._ __..��. PLAN RED UNDER SUPERVISION 0 F
If-P EO PLAN
20' PRECISE GRADING
ACCEPTED BY• _ .__.. ._.
__._.._...._.........._..�.._�._.. DATE:
INSPECTOR SEE NOTE ON SHEET 1Date 12�16 1994 RAY ND A. CASEY
_.
e ica • " ' '— ~ PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT NO 21067 LOTS 4- 6
JOFFN T ENSON
* YA%. xr, R.C.E. N0. ___.._...�....._. 22446 Ex fires 9/30/1997 - 3-31--96
DATE COMPLETED _ . . .. _ __. . ....�. ,. — _. . .. .418 8 0 __._.�. _.__ _,_...._........._..._.._..�.....T.
o _—,_..._..__._.�_..___._._..�.� p ___......_...�.._.....�._..___,_._........___ R.C.E N 0. Expires
MODEL f10ME COMPLEX
Sheat 2 of 2
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