HomeMy WebLinkAboutTract Map 27827-1 Lot 11-29; 10-13 & 24 Precise Grading f.�3O GENERAL GRADING NOTES
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER
70, AS AMENDED BY ORDINANCE 457.
N 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0 .2' DEEP AND BE CONSTRUCTED
- ; A MINIMUM OF 2 ' FROM TOP OF CUT OR FILL SLOPES.
l� 3. MAXIMUM CUT AND FILL SLOPE a 2: 1 .
4. PROVIDE 5' WIDE BY i ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
+D IA ZA 4A SR FILL SLOPES OVER 5' HIGH.
II I I 3D'
30 �-- 30'� 5 SOILSRADING ENGINEERALL WHOBSHALLEUNDER CERTTIFYTHE THATUALLVISION OF A FILLL HAS BEENPPETENT
ROPERLYE L
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER i ' DEEP .
aU/[.D/IVG /�OOj�P/P/lVT3 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
SANTA TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO
12 ERTRUDI S
s3 !4 G LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES .
se !e
17 s9 CREEK U N D E R G R 0 U N D STRUCTURES 7 . PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS
2021 ALONG TOP OF CUT SLOPES.
�" ����D 22 23 22 23 24 25 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
to •: AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE THAN ONE FOOT .
24 as P4 e9 '0 3s - LOCATION AND EXTENT . THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH
42 �C$r� 37
° 23 DRIVE 34 35 IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
e 40 21 37 SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY GEOCON INCORPORATED
25 39 43 20 13 40 4! 42 43 44 SIGNED
OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE DATED AUG. 9, 1993. TWO SETS OF THE FINAL COMPACTION REPORT SHALL
12 TB;, a� PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE
27 3e 19 f4a ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING
2e
° X ss � s MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
5 37 `3 seg 15 �..� 7 s OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PRELIMINARY SOILS REPORT .
29 36 1.446 !7 !e io ° 4 e Z TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING
4 g p WORK . 10 . THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24
3 30 3S 47 19 = iBmp� !1s ' S PARK SITE HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
•�+I
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
2 0 3f 29 20 4 i7 '` . >3 3! �= NOTICE TO CONTRACTORS
S4 Z PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411
1 92 33 ~ 2e zs N i6 >i> ~ ° 4 / (y'1 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
!° ° Cn SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT 35 30 zz !3 , !z I s O CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY EI SHALL BE
3e is '` so 3 m FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT, PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
34 31 26 23 14 ' i>t INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT PRIOR TO THE APPROVAL OF FINAL INSPECTION.
33 32 2'S =:�r�� i3 '$ : : ��,�•d�1 s r THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
3s TR. 27627-2 MARIAN ROAD 1a. 30 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL, AND OTHER DELETERIOUS
.o > s FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. MATERIAL.
s 2 3 . e e 7 e ° !i It sY >n a /
41 13. 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
N D E X M A P SUPPORT . PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER
NICOLAS ROAD PRIOR TO PLACEMENT OF FILL MATERIAL .
SCALE 1'- 150' y 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
POINT PERMANENT DRAINGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE
LOT NUMBE 6 Nle 256 6 . PADHIGHELEVATION-0 .2 ' PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES
I
1%
�2e5.4MAX . 25e 2 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS .
P(L DEEPENED FOOTINGI PAD ELEVATION 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
5 'MIN. 5 'MIN. PER PLAN PADS1258 . 9 I TO FUNCTION, EXPECIALLY DURING STORM CONDITIONS. PROTECTIVE
INDICATES FOOTING TO BE FF-1259 . F N H 0 R LEVAT ON MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
DEEPENED 5 ' MIN. bt 6 ABOVE PAD ELEVATIONJ ADJOINING PROPERTIES DURING GRADING OPERATIONS.
3' 2' 2' 3 ' LENGTH OF 430 BR MODEL TYPE 17 . STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
MIN. MIN. MIN. MIN. 6" MIN. Iq IF_F_ ELEV. DEEPENED FOOTING m m TENTHS (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
AOOITI NAL z 0 h^ `" DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 ' IN
FOOTING D H •`I' VERTICAL HEIGHT .
( EXTRA DEPTH ASCpl• I ''
SHOWN ON PLAN _ d ' INDICATES LENGTH OF GF-1258- �+
\\�� �� EXTRA FOOTING I-PROPERTY LINE 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
UPPER PAD / PAD ELEV. 25- REQUIRED GARAGE FLOOR ELEVATION ELEVATIONS CERTIFICATIARE ON OREQUIRED. THE F BUILDING DELEVATION N (WITH S. HRESPECT ERE CTOIMEAN SEA
lo 01
6'MIN. LOWER PAD MLP ��� �• 0.5'
RETAINING WALL GROUND SURFACE LEVEL) SHALL EISIREQUIREO VEN. IF ATHE LACTUA�NDISTANCE WITH SABOVE PECT TOTHE DADJACENT
6 MIN. 12' MIN. PER PLAN (SEPARATE `�s� i GROUND SHALL BE GIVEN.
- �.
INDICATES DEPTH OF PERMIT QEQUIRED , 9
NOTE: THE EXPOSED PORTION OF THE DEEPENED EXTRA FOOTING FROM gull..l)ING �2°'� RIGHT-OF-NAY
REQUIRED SR FIR 60.50 I 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
FOOTING SHALL BE FO _ PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER . SLOPES
2XMIN. 6" SLOPE VARIES CURB OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE
2 iXMAX. 2: i MAX• 2XMIN. � - �• • r •� `-� - PLANTED WITH APPROVED TREES,
21%MAX. TYPICAL E X� R A DEPTH FOOTING PLAN SHRUBS SHALL BE PLANTED AT lOSHRUBS. OR COMBIINATION THEREOF.
TYP . SWALE SECTION ES, 20 ON CENTER,
NOT TO SCALE NOT TO SCALE COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION
TYPICAL L DEVICES PER U.P .C ., CHAPTER 10 .r .
UNAUTHORIZED CHANGES 6 USES: 20 . FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
THE ENGINEER PREPARING THESE PLANS WILL NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET .
BE RESPONSIBLE FOR, OR LIABLE FOR, NOT TO SCALE
UNAUTHORIZED CHANGES TO OR USES OF THESE e, 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
PLANS. ALL CHANGES TO THE PLANS MUST BE IN ti~ PERMITTED.
WRITING AND MUST BE APPROVED BY THE PREPARER
OF THESE PLANS. ~ ZETA 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
HOT sPR PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING.
BENCHMARK 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
T-46-81 FROM THE INT. OF RANCHO CALIF . ROAD r`�s � c *��
AND FRONT STREET 1 .7 MILES NW ON FRONT STREET �� ted ' CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
JEFFERSON AVENUE TO THE INT . OF JEFFERSON �,M1� UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
AVENUE AND WINCHESTER (HWY 79) , 2 .0 MILES NE , ' i F . S . - FINISHED SURFACE Q3 - SHEET NUMBER SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER Cr
THE TUCALOTA CREEK AND SANTA GERTRUDIS CREEK SAWA �3)18 I �aM- T . C. - TOP OF CURB !200 . 1 - PAD ELEVATION
IN THE SE WING
, SCDR CRMcxy p0w
BRIDGEABUTMENT. 3' EOFSTEELGUARDRAIL
19' N OF TELEPHONE SERVICE BOX. = SaO�,p F . L. - FLOW LINE - TRACT BOUNDARY NOTIFICATIONS
NICO�A - INV . - INVERT - DAYLIGHT LINE
ELEV. 1091 . 074 NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
rPRO�ECT F . F . - FINISHED FLOOR - RETAINING WALL 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
SITE
Underground Service Alert SOILS ENGINEER AND GEOLOGIST own/E,e G. F . - GARAGE FLOOR - EXISTING CONTOURS CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS t ?:)_?) x:94-6411
GEOCON INCORPORATED RoRI PAUGH RANCH /NC. 10 - LOT NUMBER 1600 - PROPOSED CONTOURS UNDERGROUND SERVICE ALERT: 1( 800) 442-4133
Call: TOLL FREE 6960 FLANDERS DRIVE pet SOY z
SAN DIEGO, CA. 92121 1234.0 - TERRACE DRAIN - DETAIL NUMBER
(619) 558-8900 �E�6c�LA�oAo 9z9°!o 2
1 -800 VICIN TY MAP RIM - RIM ELEVATION - SHEET DETAIL SHOWN
1141422-4133 NOT '° SCALE �;, Lohr + Associates Inc
G.B. - GRADE BREAK
Lard rm""my 43513 Mdom Park DSM
TWO WORKING DAYS BEFORE YOU DIG Cly Emonewkp Twmeds, G SnW,p ft ON 670-47" rt M 96"M LD9¢ - //DGR
CDNSTRUCI IDN RLLDRD DATE BY REVISIONS ACC'D BENCH MARK SCALE SEAL: I? QFESSjr, _ Designed By Drawn By _ Checked By Druw ng No.
q �( RECOMMENDED BY: DATE: 7-.9* CITY ❑E TEMECULA DEPARTMENT DF PUBLIC WORKS
Contractor
Norizontol Lue �Z
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Inspector AS SHOWN 0 EXP 9-30 97Z m ,� c� ` ACCEPTED BY• = 1
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Underground Service Alert
Call: TOLL FREE
,M�l� 1 '800
LE Loh + Associates Inc
422-4133 y�.. Ims m"m ft*mm
a.&%t.w.. ice.. a►e
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TWO WORKING DAYS BEFORE YOU DIG
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CONSTRUCTION RECORD DATE BY REVISI❑NS ACC'D BENCH MARK SEA QPpFESSr Designed By Drawn By Checked By
SCALE
RECOMMENDED BY, DATE! ��' 7 VAf- CITY OF T E M E C U L A DEPARTMENT OF PUBLIC' WORKS Drawing No,
Contractor
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N N0. 20278 s ►-' / Plans Prepared Under Supervision Of TR NO 27827- 1
Inspector SEF_ TITLE SH T AS SHOWN W E(P. 9-90-97Z�m ! `�/ZZ �,� ACCEPTED BYE DATES
� Date ` PRINCIPAL EiGIMak FOR CITY ENGINEER LOTS 11 - 29
t�co.l
RAYMOND A . CASEY
'
wti coo� ver �r r IV I �'~ HERMAN S. HOVAGIMYAN TR , NO . 27827-2 LOTS 10-13 & 24
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AS SHOWN f�CALIFo RICE, No. 20278 Ex fires 9-30-97 R.C.E. No. 41880 3-31-96 1999 Sheet 2 of Z
p Expires _ PRECISE GRADING PLAN