HomeMy WebLinkAboutLot 1-7,28-32 Precise Grading �..� GENERAL GRADING NOTES
i . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER
70, AS AMENDED BY ORDINANCE 457 .
h 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 .
3A h 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 .
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
4D IA 2A 4A 5A FILL SLOPES OVER 5 ' HIGH.
30'
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
----moi 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 .
SUILD/IVG F007PR/NTS 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 'S
DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF
SCALE: /" = 3D' ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
SANT'4 riEA1- LOINESSGRADE,SUANCE OF THE ELEVATBONLDANDGLOCAMION OFECUTFANDTF�LLSHALL E TO
SLOPES
13 14 1s se RUBIS
12 !7 DREFK U N D E R G R 0 U N D STRUCTURES 7 . PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR . 0 STORM FLOWS
se 19 zo z1 _ ALONG TOP OF CUT SLOPES .
11 �� 22 23 22 23 �
z4 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
10 24 �a25 26 2720 29 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
° 25 40 42 PA�(S1W onI� 30 91 32 33 34 36 IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
e 21 37 >e SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY GEOCON INCORPORATED
26 39 43 20 13 4! 42 43 44 UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE DATED AUG. 9, 1993. TWO SETS OF THE FINAL COMPACTION REPORT SHALL
7 12 F�• �8a PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE
17 36 44 ss W 14 ° ffi ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING
° > 11 s MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
i ° 37 > 's 1e g 15 i0 � ' 4 1 OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY PRELIMINARY SOILS REPORT.
g TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING
g ' 36 g ,7 1e e g B 3 z �ZO WORK. 10 . THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24
33 47 S9 19 15 PARK SITE -P � HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
' ° 30 g 16 = 7 B 31 / ?3 -4 INSPECTION . THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
R ,1 � 29 2° 17 5 17 C e w 3 NOTICE TO CONTRACTORS
34 14 Z Z PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411
i 33 ze 21 to 1s Iw- 13 04 / O 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
1B e / � 1- SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
36 3' 30 27 22 ss 1z = 3 , O Z CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
ss 10 m FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT, PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
37 34 31 23 14 !1 2 �] INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE N0. 457
/ APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT PRIOR TO THE APPROVAL OF FINAL INSPECTION.
zo
3e 33 3z zs 24 13 11��'��g 1 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. 27827-8 MARIAN ROAD 4� 30 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS
40 2e 27 2° 2° FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. MATERIAL .
s z 3 4 s e 7 e ° 10 11 12 21 22 23 24 / 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT
4s _ .00. MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL
- - - - I NDEX M SUPPORT . PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER
NICOLAS ROAD PRIOR TO PLACEMENT OF FILL MATERIAL .
SCALE: 10= 150' y 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE
I LOT NUMBE 6 2X Nl"- "'_5 . . PAD" POINT ELEVATION-0 . 2 ' PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES
I 1285.4 MAX . 258 2 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
P(L DEEPENED FOOTING PAD ELEVATION 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
5 'MIN. 5 'MIN. PER PLAN PAD=1258 . 9 TO FUNCTION, EXPECIALLY DURING STORM CONDITIONS . PROTECTIVE
INDICATES FOOTING TO BE FF-1259 . N SH F OOR LEVAT ON MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
DEEPENED 5 MIN. Fae 6 ABOVE PAD ELEVATION ADJOINING PROPERTIES DURING GRADING OPERATIONS.
3' 2' 2 ' 3 ' •�
LENGTH OF 430BR MODEL TYPE
MIN. MIN. MIN. MIN. �� F.F. ELEV. DEEPENED FOOTING 17 . STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
>AN
ADDITIONAL 0 TENTHS (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
0 �h� DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 ' IN
FOOTING DEPTH VERTICAL HEIGHT .
EXTRA DEA v GF-1258.
SHOWN INDICATES LENGTH OF PROPERTY LINE
EXTRA FOOTING 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
UPPER PAD PAD ELEV_ CERTIFICATION OF BUILDING PAD ELEVATIONS . WHERE SPECIFIC
25• REQUIRED 2s� GARAGE FLOOR ELEVATION ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA
6'MIN. LOWER PAD '. RETAINING WALL 0 ow EA/D LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
e•MIN. / PER PLAN RRTE AF GR E GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
�I��II 12 MIN_ INDICATES DEPTH OF P R PERMIT
S� q GROUND SHALL BE GIVEN.
(SE E ATE
NOTE: THE EXPOSED PORTION OF tHE DEEPENED EXTRA FOOTING REQUIRED FROM 60 .50 X251 RIGHT-OF-WAY 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
FOOTING SHALL BE FORMED!.- REQUIRED BUILDING AND PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
2XMIN. 6" SLOPE VARIES
SAFETY) CURB OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE
21XMAX. 2: 1 MAX- 21%MAX. TYPICAL EX RA DEPTH FOOTING PLAN PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF .
T Y P _ SWALE SECTION °GARAGE SETBACK SHRUBS SHALL BE PLANTED AT 10 ON CENTERS: TREES, 20 ' ON CENTER:
NOT TO SCALE N O T TO SCALE 10 ' MIN. ALONG STREETS COMBINATIONS, 15' ON CENTERS . SLOPES OVER 4' IN VERTICAL HEIGHT
5' MIN. ALONG ALLEYS SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION
DEVICES PER U.P . C ., CHAPTER 10 .r .
UNAUTHORIZED CHANGES & USES: TYP/CAL L O T L-jWE/V�
AND TYPICAL. DAPAIMWE A(OtV- ALLEY LOT 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, /VDT 7v .SCALE
UNAUTHORIZED CHANGES TO OR USES OF THESE h 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
PLANS. ALL CHANGES TO THE PLANS MUST BE IN ti .SE0 ,SHT. L fOR ALLEY PERMITTED.
WRITING AND MUST BE APPROVED BY THE PREPARER ti L.OT ORAuvA4E PATTE�QA/
OF THESE PLANS. MURR' TA PD►� 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
NOT spRr PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING.
BENCHMARK T 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`�� F' � ��� LEGEND THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
AND FRONT STREET 1 . 7 MILES NW ON FRONT STREET l��o' ' 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 mom '� 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 a
THE TUCALOTA CREEK AND SANTA GERTRUDIS CREEKSANTA QERTRIAts NEPµ T .C. - TOP OF CURB 1200 . - PAD ELEVATION
FORK. IN THE SE WING WALL, 6 SE OF COR OF CRM N. Po►�o
BRIDGE ABUTMENT, 3' E OF STEEL GUARD RAIL, Ny
19' N OF TELEPHONE SERVICE BOX , = Sa°�,p F .L . - FLOW LINE - TRACT BOUNDARY NOTIFICATIONS
A INV . - INVERT - DAYLIGHT LINE
ELEV. 1091 . 074 NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
PRO. CT F .F . - FINISHED FLOOR - RETAINING WALL 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
SITE.
OWNER- G.F . - GARAGE FLOOR - EXISTING CONTOURS CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ( 909) 694-6411
Underground Service Alert SOILS ENGINEER AND GEOLOGIST COSCAN DAVIDSON TEMECULA. INC.
GEOCON INCORPORATED 12865 POINTE DEL MAR, SUITE 200 10 - LOT NUMBER 1600 - PROPOSED CONTOURS UNDERGROUND SERVICE ALERT: 1( 800) 442-4133
8960 FLANDERS DRIVE DEL MAR , CA. 92014
Call: TOLL FREE SAN DIEGO, CA. 92121 (Zom) 481"8500 1234 .0 - TERRACE DRAIN 4 - DETAIL NUMBER
(819) 558-6900 � -
(��� 1 -800 VICIN TY MAP RIM - RIM ELEVATION 2 SHEET DETAIL SHOWN
NOT TO SCALE LIS Lo h r + Associates Inc c
422-4133 G.B. - GRADE BREAK
Lor. nom, aas,a M.,. Part a,r.
TWO WORKING DAYS BEFORE YOU DIG CK T'""�°' G 92M L D 9 5- 045 G R
Sure t ns PN. 702 67672{ Fa M a
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: QPOFESSrr Designed By Drawn By Checked ByDruwing No,
RECOMMENDED - DATECITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS
Controctor
Horizontol
W Pions Prepared Under Supervision ❑f _ 1
"°• 20276 ' ~ PRECISE GRADING PLAN
Inspector SEE HEREON AS SHOWN W EXP. 9-30-972 rn .�� `� ACCEPTED BY, DATES
Cr rn / Dote _.'_� � �`� PRINCIPAL ENG EE FOR CITY ENGINEER __�
Vertical *s►r ,ti IVI HERMAN S. HOVAGIMYAN ,i: TR ' NO 27827-3
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SCALE �QPC 4N'C RECOMMENDED HYD- _ DATE: -3�-T� CITY ❑E T E M E C U L A DEPARTMENT ❑F PUBLIC W❑RKS y
Contractor Horizontnl [uQ' �
ti s G) Plans Prepared Under Supervision ❑f
En No. 20278 ' " �-3/ - s PRECISE GRADING PLAN
AS SHOWN � z Z / � S• y ps ACCEPTED BYE DATES — __ u` \
Inspector SEE TITLE SHEET EXP. 9-30-97 m rr TR NO 27827-3
Vertical , HERMAN S HOVAGIMYAN Date PRINCIPAL E IN R FOR CITY ENGINEER ,
T ti LOTS 1-7 AND LOTS 28-32
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AS SHOWN FpFCAISF� R.C.E. No. 20278 Expires __ R.C.E. No. 44- T 73 Expires 3 " r'
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