HomeMy WebLinkAboutLot 1-9, 14-23,25-41 Precise Grading ITO__
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,d GENERAL GRADING NOTES
1. ALL GRADING SHALL CONFORM TO THE UNIFORM 8UIL.OIr� CODE, CHAPTER
70, AS AMENDED BY ORDINANCE 457.
M 2. M2NIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE iS.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED
A MINIMUM OF 2 ' FROM TOP OF CUT OR FILL SLOPES.
M S. MAXIMUM CUT AND FILL SLOPE - 2: 1 .
O rA # SA 4. PROVIDE 5, WIDE BY V HIGH BERM OR EGMALENT AL600 THE TOP OF ALL
+ FILL SLOPES OVER 5' HIGH.
to,
so, I 3o J 5. ALL GRADING SHALL BE DONE UNOEA TME SUPERVISION bF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER i ' DEEP.
v jL� Ga�r•��IN
S. A REGISTERED CIVIL ENGINEEp SHALL SUBMIT TO THE LAITY OF TEMECULA'S
DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF
ScAL_.g- .* p = 30' ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
SANTA TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO
sa so
�Rrpuors LINE. GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES.
E�( V 1�1 ER V`a 0 V 1 V STRUCTURES DES IG 4EED TO HANDLE 100 Y'R. 0 STORM FLOWS
s• !°
7. PROVIDE A BROW DITCH,
� ALONG TOP OF CUT SLOPES.
ss T�• a�+��_ �r ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OMMER OR OTHEAS 9. FINAL COMPACTION REPORT WILL SE REQUIRED FOR ALL `FILLS GREATER
to 24 .! P r 0 � AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE THAN ONE FOOT .
LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH �I
° Asr� pqI _ a. i IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
• '0 !1 s M a SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY GEOCON INCORPORATED
!° a to sa UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE DATED AUG. 9. 1993. TWO SETS OF THE FINAL COMPACTION REPORT SHALL
TR. PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE
• a° M 1° s' • ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING
W ss �y • MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
• °°
27 W to ss so 7 0 s OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PRELIMINARY SOILS REPORT.
�•� TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING
t' >s s s° ° ° WORK . 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PU6LIC WORKS AT LEAST 24 `
+ 2 47 t8® its to ° PARK SITE HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
7 f "{ INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
2 °! 21 J �° t7 • .�Z NOTICE TO CONTRACTORS PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411
�► •
s a' 1' =s rn ` s• to ~ " ° ° It . CUT SLOPES EQUAL TO OR GREATER THAN 5, IN VERTICAL HEIGHT AND FILL
in so z2 ' ( its = 400, Orn CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
25® to ' m FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT, PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
� s� 33 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457
aM v as ° / APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT PRIOR TO THE APPROVAL OF FINAL INSPECTION.
T�'a� t THE CONTRACTOR SHALL DEFEND,
- ,L INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
Thi. 27827-2 MARIAN ROAD � MARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL 'THE GROUND HAS
a° / THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS
FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. MATERIAL.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL iS TO BE PLACED, IT z
dompMUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL
NDEX M SUPPORT . PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER
TNICOLAS ROAD PRIOR TO PLACEMENT OF FILL MATERIAL.
SCALE 1'• 1'50' 24. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
i
POM
PERMANENT DRAINGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE
1 LOT 6 x � IGH PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES
CU
N•. • PAD ELEVATION
1285.,4 MAX . 5e 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. s y
5'MIN. P(L 5'MIN. PER
FOOTING PAD-1258. ( PAD ELEVATION I6. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
TO FUNCTION, EXPECIALLY DURING STORM CONDITIONS. PROTECTIVE
INDICATES FOOTING TO 19E-7
FF-1259. T MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
DEEPENED IIIMIIV- oe ABOVE PAD ELEVATION ADJOINING PROPERTIES DURING GRADING OPERATIONS.
3' 2- 2' 3'
MIN. MIN. MIN. MIN. M F_F_ der_ DEEPENEDN 430BR MODEL TYPE V. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 'ONE AND FIVE-
6 MIN. o� Vq TENTHS (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE ; E ; a
ADTONA �
100, DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 ' IN i SHOWN ON NS A : �. II�TCATES FOOTIN VERTICAL HEIGHT. I
'\--PAD
EXTRA FOOTING �PROP'ERI LINE 18. A REGISTERED CIVIL ENGINEE0 OR LICENSED LANG SURVEYOR SHALL SUBMIT
t1P'PER RAD ELEV. CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC l
01 �� REQUIRED �`'� GARAGE FLOOR ELEVATION ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA
• ' SOP". LOWER PAD /�\� 0.5' RETAINITV6 MALL LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT < ` ' r
• : � GROUND SURFACE IS REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT � !
PER PLAN (SEPERr,TE GROUND SHALL BE GIVEN.
•' INDICAIES R PERMIT ftEQUI RED
E'
NOTE THE EXPOSED P� OF TW OEEP"EI�D EXTRA FOOTING FRoNI guiwlnlG 60.50 RIGHT-OF-WAY i9. EROSION CONTROL: ALL MADtD SLOPES SHALL BE PLANTED WITH ROSEA ICE
2XMIN. 6OOTING SHALL BE F REQUIRED SR FETY) CURB t
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
SLOPE VARIES :r OVER i5' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE j
21 XMAX. 2: 1 MAX.Ax 2XMIN.
21%MAX. TYPICAL E X R A DEPTH FOOTING LAN PLANTED WITH APPROVED TREES SHRUBS, OR COM INATION THEREOF ,
TYP . SWALE SECTION 3F�g"6,E gEr4Wj< SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; �REES. 20' ON CENTER; }
NOT TO SCALE /0"IV. ALaV.513TiCEE * COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT
NOT TO SCALE �'M/AI. �4G0/UG .4GLEY5 SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION
DEVICES PER U.P.C ., CHAPTER 10 .r .
LIKAUTHMMM A =
TYPICAL L 20. FINISH GRADE SHALL BE SLOPED AWAY
FFM ALL EXTEF40A MALLS AT NOT
THE ENGINEER PREPARING THESE PLANS WILL NOT
BE RESPONSIBLE FOR. OR LIABLE FOR. NOT TO SCALE LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
UNAUTHORIZED CHANGES TO OR USES OF THESE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COARSES SHALL BE
PLANS. ALL CHANGES TO THE PLANS MUST BE IN PERMITTED.
WRITING AND MUST BE APPROVED BY THE PREPARER
OF THESE PLANS.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED 'IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING.
BENCHMARK 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
T-46-Bi FROM THE INT. OF RANCHO CALIF. ROAD �`�s 'JE' LEGEND THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
AND FRONT STREET 1 .7 MILES NW ON FRONT STREET 4 �,cs+� CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
JEFFERSON AVENUE TO THE INT. OF JEFFERSON UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
AVENUE AND WINCHESTER (HWY 79) , 2 .0 MILES NE , „ F.S. - FINISHED SURFACE �3 - SHEET RIMBER SUBMITTED TO THE CITY -ENGINEER FOR REVIEW AND APPROVAL.
ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER
THE TUCALOTA CREEK AND SANTA GERTRUDIS CREEK SWA °aM11" *M. T.C. - TOP OF CURB 1200.
BRIDGE ABUTMENT. ' EOFSTEELGUARD - PAD ELEVATION
FORK. IN THE SE WING
. SE OF CRAIL,DR OF a A�µr P�Ao F.L. - FLOW LINE - TRACT BOUNDARY NOTIFICATIONS
19 N OF TELEPHONE SERVICE BOX . �5 pogo
IN'V. - INVERT - DAYLIGHT LINE
ELEV. 1091 .074
I NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTIUTTES OR AGENCIES
PROJECT _ _ 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION
- SITE F.F. FINISHED FLOOR RETAINING MALL OF EXCAVATION:
Underground Service Alert SOILS ENG I NEER AND GEOLOGIST OmAwr., G.F. - GARAGE FLOOR - EXISTING CONTOURS CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (809) F94--6411
GEOCON INCORPORATED IPnRr PAuGK WPOW OW.
10 - LOT NUMBER 1500 - PROPOSED CONTOURS UNDERGROUND SERVICE ALERT: 2(800) 442-4133 ' • �'
•
6960 FLANDERS DRIVE
Calk TOLL FREE SAN DIEGO, CA, 92121 PC sox t 1234.0 - TERRACE DRAIN - DETAIL NUMBER
(619) 558-6900 remmcuc.A aq �O 4
7 �8� VICINITY MAP . RIM - RIM ELEVATION 2 - SHEET DETAIL SHOWN
"� 422 4133 Lohr + Associates Inc _
NOT TO SCALE ■■
G.S. MADE BREAK
LOW Fes. .aet3 ie... PW% or%e
TWO WORKIMG DAYS BEFORE YOU DIG 00* Engmmr" Tan».M.. a 92M
irwplw/ m 1110+ 370-M. Fs on 111110"m
CONSTRUCTION RECORD DATE BY REVISIONS of,rE ACC'D BENCH MARK SCALE SEAL oFESSI�NDrawing No.
Designed By Drawn By Checked By -
tW 23M DFL / I�EV 15ED LOTS 35,19 AND 2& Frame �Qp 7� RECOMMENDED BYE _ DATE- tT CITY ❑F' T E M E C U L A DEPARTMENT OF PUBLIC WORKS
C0"tr°� A PLAN 1 TO A PLAN 4-. Horizontal �0 s Plans Prepared Under Supervision Of
AS SHOWN �, EXP. =m �,/ ACCEPTED BY1 DATE, Z � + ' _ PRECISE GRADING PLAN 1
SEE i 1 Date --- �� Zd '4 - PRINCIPAL ENGINEER, FUR C Y ENGINEER U�
Vertical '�r _ RAYMOND�h A- CASEY TR. NO. 2.782.7 - 2. _
bw 'l V �, HERMAN S. HOVAGIMYAN
AS SHOWN FOFCALIE R.C.E. No. 20278 E�eplee: 9-30-s7 R.G.E. ». 41880 Em" es 3-31-96 ��19 LOTS 1 - 9, 14 23 AND 2.5 4'1 Sheet f of 2
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RETAIN1N6 '� WALL PER SEMRHTE ERMIT
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a
NICOLAS ROAD
24 25 26 27 28 29 30 31
llrtUrY LESEA(V
r S SEWER LA TERAL
W WATER LATERAL
n rground Service Alert ty FIRE wy'arA�VT
-� �3TiPEET 1_1&1r
.o A.V.IFA.R.
.
Call: TOLL FREE
1911 IV. 1 -800 - Lohr + Associates Inc _
422-4133 �-* s-Efte RAI am*
ft «�� REm�
TWO WORKING DAYS BEFORE YOU DIG
L1794-23'✓GR
CONSTRUCTION RECORD DATE BY REVISIONS ❑wrE ACC'D BENCH MARK SCALE SEAL NGFESSIO Designed By Drawn By Checked By Drawing No,
23MAKL i. 2Ev 16Ep Co r5 35, ,y �lr�U Z�Fri Q RECOMMENDED BY+ ATEA Z-�G'9S CITY ❑ T E M E C U L A DEPARTMENT ❑F PUBLIC W❑RKS
Contractor A PLAN I To A PLAN 4. Horizontal h Plans Prepared Under Supervision Of
"°• 2or�e ACCEPTED BY, DATE, PRECISE GRADING PLAN
Inspector AS SHONN
SEE TITLE SHEIT �6P' ��-� `" / - - Date ���Q�f�T PRINCIPAL ENGINEER, FOR Y ENGINEER �\ h TR NO • 282'7-2
Vertical RAYMOND A. CASEY
Ll
bit CW* 4 v t. � HERMAN S. HOVAGIMYAN LOTS 1-9, 14-23 AND 25-41
lFOFCAIIF� R.C.E. No. Expires ��- R.C.E. No. n Expires �- 4_� 19R" Sheet of 2
AS SHOWN 2.27® xP+r �- .-��• -J136®=r r-3r-�
f