HomeMy WebLinkAboutLot 36-38 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER PL OT PLAN THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
ACCORDING TO THESE PLANS+ THE CURRENT CITY OF TEMECULA
33. AS AMENDED BY ORDINANCE 93-04. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1y..
TRACT NOn 2 LOTS 3 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
=
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED BOOK").
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 00 PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 .
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
4. PROVIDE 5 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
FILL SLOPES OVER 5' HIGH.WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL A� THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
wr A W PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
5. ALL GRADING SHALL BE DONE UNDER THEERVISiON P OF A COMPETENT SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
SU ��
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY p► REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL TRACT NO. 23371- 10 � CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 ' DEEP. 00000 r R A C` r NO 233-7 J ` J J SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
�r� 7 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 6 WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR � CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO
LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 2 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
26 ALL PERSONS AND PROPERTY* THAT THIS REQUIREMENT SHALL APPLY
. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS,
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ALONG TOP OF CUT SLOPES. � � OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
3 LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
THAN ONE FOOT.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 4 � PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
9 INDEX MAP RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. THE PRELIMINARY ADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ( b ) 0 1 "=100' THE X T N
E IS E CE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
ELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED T UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION12 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
REPAIR DATED NOVEMBER 2+ 1998. TWO SETS OF THE FINAL COMPACTION ' 13
r 14 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 25 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 3� SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS �� 24 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
OF THE PRELIMINARY SOILS REPORT. 27 9 20 2j 22 79 - r� �- �. .- .- - � ,, EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
TRACT ��`� , `�`� � � J
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON, AND FOR ANY
DAMAGE OR PROTECTION TO THESE LINES.
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE �' 2
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 00
PERMIT FINAL INSPECTION FOR EACH LOT. 19
PHONE4*1 (909 ) 694-6411 1 1 20 21 22 23 24
25 31
LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 1 1 5 1 b 1 7 1 rl lg 26 27 32 TOP OF WALL ..."................................................................................. TW
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 12 11110 BOTTOM OF WALL BW
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 171
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 33 TOP OF CURB ELEVATION ..................................................................... TC
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ` 13 PAD ELEVATION __________________________________________________________________________________ PE
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 34
BEEN CLEARED OF WEEDS. DEBRIS* TOPSOIL* AND OTHER DELETERIOUS
FINISHED FLOOR ELEVATION ------------------------------------------------------------------ FF
MATERIAL. 1 1 r r I (-`f I r FINISHED GRADE ELEVATION ------------------------------------------------------------------ FG
17 - GOLF COURSE
�� � r� HIGH POINT ---------------------------------------------------------------------------------------- HP
13. I F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL I S TO BE PL ACED. �r5 Jr' 0 49 4 r? 47 t ri m✓ r N 0 233 1 1 `
THE TERRAIN MUST BE CLEARED, KEYED* AND BENCHED INTO FIRM NATURAL 16 51 45 TOP SLOPE ________________________________________________________________________________________ TS
54 53 v2 44
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 43 FLOW LINE FL
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. � � 1}2 � t .----"""""""""" ""---
TOP OF GRATE ELEVATION TG
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 4 `` -•-•
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD GARAGE FINISH FLOOR ELEVATION __________________________________________________________
GFF
� -•,,.�. „�, ;',
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT _ EXISTING ELEVATION ________________________________________________________________________ (9/.70)
PROPERTIES. FIRE HYDRANT LOCATION ___________________________________________________________________ 04
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. _____________ _______________------.._..___._______ _
SITE STREET LIGHT ��-----� � -------��-""-----"-�- ��
16. ALL EXISTING DRAINAGE COURSES ON THE SITE MUST TO •
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES - DIRECTION OF DRAINAGE FLOW ...............................
-------------- ---
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT Ex 1 �r 1 �1 r MJ� 1 �� HJl�l1� �r�t�I� RETAINING WALL (BY SEPARATE PERMIT) ________________________________
ADJOINING PROPERTIES DURING GRADING OPERATIONS. 39 APPROXIMATE LOCATION OF ELECTRIC METER ___________________________________________ D
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ___________________________________________________________________
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN fir' 57 WATER LATERAL AND WATER METER LOCATION ......................................... Q
VERTICAL HEIGHT. o o ca ELECTRICAL TRANSFORMER ____________________________________________________________________
o w
w
W z z y.�
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING = W = ��, TEMECULA P WAY POWER LINE AND HANDHOLES ________________________________________________________________ Q
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. 59
TELEPHONE SERVICE ________________________________ ❑
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN.RE IF AN ~ 0 LOT � � ���` SITE S�� ,y -------------------------------------------- T
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE w LINE 3' MIN. �W �, F9oo GRATE ___ _________ _ _________ _ ❑
W z �. TRACT N0. 23371-9 _ _
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. W W z 5' MIN. ,�, .� F� s 59 BLOW OFF VALVE
~~ � W AIR VALVE
c� �
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA C' z o z W ��
1
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. � �� 3' MIN. � U a TELEVISION PLATFORM ____ ___________ _
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. 2% MIN. b� ________________ ______ Q
SHALL BE PLANTED WITH APPROVED TREES+ SHRUBS, OR COMBINATION 2�•/ MAX• CALIFORNIA BACKWATER VALVE g
2i M!
H SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON � -�
-----------------------------------------------------------------------------
CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 21� MqX. '�� GJLr COURSE GRADING TOLERANCE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED �c _ 61 NOTE
PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. 6'MIN. LOT FG. RANCHO 9�r�q fRA r jN J 233 l J ` JS GRAD I NG SHALL BE DONE W I TH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
GRADED ,�
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
15 � 62 CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
LESS THAN Imo;' PER FOOT FOR A MINIMUM OF 3 FEET. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
rA"*
TEMECULA RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
� NOT TO SCALE N.T.S.PERMITTED. 63
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD ESTIMATED EARTHWORK QUANTITIES
VICINITY MAP
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. F ��} ` NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
BACK OF SDWLK LAN PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. F �� - - - �� NO. LOTS CY/LOT TOTAL
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY LAN - 3 15 45
MIN."
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - - - �""` r
� 1Y, ?
R/W ! OPTIONAL 66 1 PARKING 80 80
• 125 CY
CURB . • •�. HP fa
'� a--- LAN
I FF=100.0 3 INDICATES LOT NUMBER
I PE=99.3 2 FF=100.0 INDICATES FINISHED FLOOR ELEV.
1 FF=10 0 3PE=99.3 INDICATES PAD ELEV.
FS 9
PLAN 12.0%
• 2! PE 99.3 3 INDICATES BUILDING TYPE
. 2
F MAX
-- F
ER PLAN FG o
R PLAN LAN
I ` Y
5' MIN. 3' MIN. 1% MIN. FG "'0 10'MIN (TYP) RIGHT OF WAY
.M0 LAN ar cn
DIG ALEPT
JL%. JL
TM FG DEEPENED FOOTING : . •.
..
PLAN AS REQUIRED. ... _ �.`- � � �,�. '
Q -- �; EXIST. CURB AND GUTTER -
CALL
UTILITY SERVICE POINT N Ln
BEFORE W LD98- 122 GR
YOU DIG! TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS
00 PRINTS
-�RICK IENGHNJIE�G COMPANY
1-800-227-260o NOT TO SCALE NOT TO SCALE ,��,\
UNDERGROUND SERVICE ALERT Now 3050 Chicago Avenin
Suite 100
.� i
CaflMEN Rteside,
at least 2 working days prior to excavating, California 42507 (909) Tet-oTOT
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESS Designed by Drawn by Checked by
SCALE
COUNTY OF RIVERSIDE B.M. T-29-81 a ICHE � EH/EMR EH EMR RECOMMENDED BY: DATE: Z DrawingNo.
AZ M L �y�, C ITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor 2-1/2' BRASS DISK IN CONCRETE CYLINDER, Horizontal 3�a� �: ? P Pr orad Under Supervision Of
IN THE N.w. CORNER OF THE INTERSECTION o No. 46804 !1
w z ACCEPTED BY: DATE:
OF RANCHO CALIFORNIA RD; WITH MARGARITA •- RONALD J. PARKS F MODEL PLOT PLANS
RD. I.0' EAST OFA 7.0' C.L. FENCE. 40' NORTH 1 -100 Exp.6-30-99
Inspector OF P.P. (NO NUMBER). 94 NORTH OF THE CENTER EDWARD M H Date _
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical D IC EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NOS, 23371-9& 10
Date Cmp It'd WITNESS POST 1.0' WEST OF MONUMENT. J�4l CIV 1�. ��\,t
ELEVATIONS I 128.410 (ADJ. 9-13-$2) N/A f Or CAI.%F� R.C.E. No. 46804 Expires 6-30-99
R.C.E. No. 19744 Expires 9-30-01 LOTS 36-38 & PARKING LOT 35
��%r, i Sheet 1 of 2
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PLOT DATE:16-NOV-1998 JN 13212
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SCALE: 11 = 20' 1 1 �
CONSTRUCTION NOTES AND QUANTITIES r- A
r ry 47.30 TC
20 0 20 40 o PLACE 3"AC PAVING OVER 65 TONS -10 '
`'J COMPACTED NATIVE SOIL ' I C' 0
V ;.o
CONSTRUCT 6'AC BERM PER 268 LF � � °'
CITY OF TEMECULA STD NO. 211 r
3 PLACE 4'SCHEDULE 40 PVC AT MIN 1% 5 LF r
a CONSTRUCT STAIRS
(MATERIALS PER BUILDER) r
r
r
SCALE: V = 10'
TM
r 10 0 10 20
CALL CAUTION
L 98- 12 GR
BEFORE
You DIG! EXACT LOCATION OF EXISTING
X--800--227-2600 UNDERGROUND FACILITIES IS F,�a,31 �TG G
• ► � 3050 Ch t capo Averx�e
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO MEW surra goo
Callat least 2 workin da s prior to excavati �!��!1� Riverside.
9 Y �9• VERIFY I N FIELD. ■__ _..� Ca I r forn i a 92so7 cam: Tr32-oro
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: VOESS1 Designed by Drawn by Checked by Drawin No.
SCALE
ACHE EH/EMR EH EMR RECOMMENDED BY: DATE: / 9
�w M c � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor v 3 c P s Prepared Under Supervision Of
Horizontal =% a�
�i o No. 46804 Z % ACCEPTED BY: DATE: �Z qa N
SEE SHEET N0. 1 AS SHOWN Exp.6-30-99 Date RONALD J. PARKS ��" ,
MODEL PLOT PLANS
Inspector * EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ �: TRACT NOS. 23371-9 & 10
' Vertical •r� ciVIV �`It
Date Cmplt d N,A p, cA��F°e0 R.C.E. No. 46804 b-30-99 ��-- -- LOTS 36-38, PARKING LOT 35
Expires R.C.E. No. 19744 Expires 9-30-01 , 1989 Sheet 2 of 2
/usr/pro,Jdato/r_grp/d_13212/212pgdll.dgn PLOT DATEt 19-NOV-1998 JN 13212