HomeMy WebLinkAboutLot 12-16, 55-59 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES
WORK TO BE DONE
PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 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
TRACT N0 . 29033 LOTS 12 -- 1G & 55 59 THE LEGENDS PHASE 2A STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
2. MINIMUM BUILDING PAD AND DRAINAGE SCALE SLOPE SHALL BE = 1%. BOOK ).
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED / PRIVATE ENGINEER'S NOTE TO CONTRACTOR
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 00- • ME ow Roo WAY
3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . ALL, CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
FILL SLOPES OVER 5' HIGH. PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
TRA NO , SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 24 25 26 REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 23 2-7 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL TRACT Irl rJ. 23371 - J ] 22 28 SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
FILLS OVER 1 ' DEEP. 21 29 WNTHANY
SAWDYREAY �ULATIONR THE �NANDCTORS DRDERSAND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S � I• 2 D 3 C
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF �Q' 19 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �, COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
Q� 31 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO ��� 1
-7 3 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ��j J �, -4 9 �}� CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, �QO 45 33
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ALONG TOP OF CUT SLOPES. 1 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
G 4 4 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER '� : 5 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
THAN ONE FOOT. �:. �}� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
1 53 5
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON ASSOC. DATED 42
54
3 UTILITIES OR STRUCTURES SHOWN ON THESE PLAvS ARONEERNED BY
JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING A SEARCH OF THE AVAILABLE RECORDS. THE CI IL EN GI
DATED APRIL 21 , 1999. TWO SETS OF THE FINAL COMPACTION ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH �} 1 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 11 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS �}� 7 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
OF THE PRELIMINARY SOILS REPORT. 1 C EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LIN ES
AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 SITE DAMAGE OR PROTECTION TO THESE LINES.
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE �� 3 q 38
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING P��
PERMIT FINAL INSPECTION FOR EACH LOT. � 7 G� 0 LEGEND
PHONE: (909 ) 694-6411 ��� �' J
b
� �� �� TOP OF WALL ..----.------------------------------------------------------------------------------ TW
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL TOP OF FOOTING ................
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE b3 TF
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 4 a TOP OF CURB ELEVATION --------------------------
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE C
_' br} PAD ELEVATION ----------------------�----------------- - --- ...................... PE
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. GOLF COlJRS� --------�--��
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 3 �� ��, TEMECULA � WAY FINISHED FLOOR ELEVATION ------------------------------------------------------------------ FF
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS 2 66 ���`� S�,R�-�SITE FINISHED GRADE ELEVATION ------------------------------------------------------------------ FG
MATERIAL.
HIGH POINT ---- -------------------- HP
qa -------------------------------- -..---------------
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, J 67 .r F °mss TOP SLOPE ---------------------------------------------------------------------------------------- TS
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL N �F FLOW LINE -................-.-...................__----------------........................... -- FL
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A bc2l GOLF COURSI~
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. TOP OF GRATE ELEVATION -------------------------------
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF �', 69 CALIFORNIA GARAGE FINISH FLOOR ELEVATION .......................................................... GF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD � INDEX MAP '` EXISTING ELEVATION ------------------------------------------------- ...----...---------- (9170)
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT ��� 7'C G� FIRE HYDRANT LOCATION ----------------------------------------- _
PROPERTIES. --
� 1 "=100' RANCH �� q,QfT
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �f` STREET LIGHT --------------------------------------------------------------------------------- °--
� 15 � DIRECTION OF DRAINAGE FLOW __...............__------_....................
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO -
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES TRACT � 337 J -9 TEMECULA RETAINING WALL (BY SEPARATE PERMIT) ------------ -------------------
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT APPROXIMATE LOCATION OF ELECTRIC METER -----------------
ADJOINING PROPERTIES DURING GRADING OPERATIONS. N.T.s. E
o z o SEWER LATERAL LOCATION ---- _---- -------------------------- -------------- --------- �
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- z z
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE = W W = o VICINITY MAP WATER LATERAL AND WATER METER LOCATION ...--------------------------------------
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN vLOT o ELECTRICAL TRANSFORMER --------------------------------------------------------------------
V La-
w v LINE 3' MIN. a �in
POWER LINE AND HANDHOLES .-- -----------------.--------------- .................. 0
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING a XZ 5 MIN. �,., �W TELEPHONE SERVICE --------------------------------------------------------------- _-_----- D
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE C V)z Cc Ln 0 Z a
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN � 00 3' MIN. 1' 0owo GRATE ----------------------------------------------------------------------------------------------- ❑
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE �. c�� -"
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2% A)( AIR VALVE -----------..............-----------
1'/. MAX' ------- -- ------------------------------------------0
2 TELEVISION PLATFORM ..............---..--...--_,_ 0
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA A�/N
ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. ��% A4I,gX. BACKWATER VALVE B
SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. GRADED
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATIONLOT FG.
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON GRADED 6 MIN- GRADING TOLERANCE NOTE
CENTER. COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL LOT FG.
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
PREVENTION DEVICES PER U.P.C. , CHAPTER 1O.R. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
OPTIONAL RETREAT OPTIONAL
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT - NOT TO SCALE BALCONY CONSTRUCTED WITHIN o. 5' OF THE LOCATION SHOWN ON THESE PLANS.
IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PER PLAN
PERMITTED. BACK OF SDWLK
ESTIMATED EARTHWORK QUANTITIES
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD INDICATES LOT NUMBER
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG - - ^ ��� - - � NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
PER PLAN - - �.�- 1 2 3 4 INDICATES FINISHED FLOOR ELEV. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE �/• MIN.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE _ ~ FF=100.0 FF=100.0 FF=100.0 FF=100.0 NO. LOTS CY/LOT TOTALS
R/W z PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUTON. � , �I PE=99.3 2 3 4 10 15 150
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ���• I HP INDICATES BUILDING TYPE
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB PER PLAN
1
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PER PLAN 12.0%
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PER PLAN J
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M1N 5' MIN. 3' MI • 1% MIN.
PER PLAN
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PER PLAN AS REQUIRED. 0 10'MIN (TYP) RIGHT OF WAY
Q - UTILITY SERVICE POINT qW`"
DIG ALERT
TM TYPICAL LOT GRADING DETAIL '- --- - - - =�---
�n EXIST. CURB AND GUTTER
CALL NOT TO SCALE N LD 99--231 GR
BEFORE
YOU DIG! BUILDING FOOTPRINTS RICK]ENGRIIIIIIIEERING COMPANY
1400-227-2600 NOT TO SCALE A
3050 CMICOW Avenue
UNDERGROUND SERVICE ALERT Cotte 00
RIvoratdo,
i•_ � Gailfornta 92507 (909) 792-0707
Callat least 2 working days prior to excavating.
SEAL: Designed by Drawn by Checked by � � ZT
Drawing No.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE pE#Ess►
COUNTY OF RIVERSIDE B.M. T-29-81 N,
t� ICHEL FLS,
EH/EMR EH EMR RECOMMENDED BY: DATE: C ITY O TEMECULA DEPARTMENT OF PUBLIC WORKS
� Q� �''�
2-1 i2' BRASS DISK I N CONCRETE CYLINDER,NDER. Horizontal Plans Prepared Under Supervision Of
Contractor _� bq
IN THE N.w. CORNER OF THE INTERSECTION ! w NO. 46804 Z ACCEPTED BY: DATE: ' ! PRECISE GRADING PLANS
OF RANCHO CALIFORNIA R0.
WITH MARGARITA 1'=100Exp.6 30 03 2 RONALD J. PARKS :
RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Date 0
Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER EDWARD MICHEilfICAN DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT NO, 29033 LOTS 12- 16 & 55-59
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical
WITNESS POST 1.0' WEST OF MONUMENT. �l4TE` C1V1� O���p R.C.E. No. 46$Q4 Expires 6-30`03 R.C.E. _ 1 THE LEGENDS PHASE 2A Sheet 1 Of 2
Date Cmplt'd OF CA��F P 19744 Expires 9 30 0
ELEYAT I ONS I 128.410 (ADJ. 9-13-82) N/A .C.E. NO.
G:\d_13212\212pgd67.dgn PLOT DATE:08-DEC-1999 JN 13212
EXISTING 2:1 SLOPE
46«13' 62.0 111
62.2 46.50' 62� 62.4 49.01' 6� 62 4 46.01'
62.0 FG FG FG FG F ' 62.4 62.4 49.01 62� 62.1 46.02'
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.... . . .. . . . .............................. r 1'S ,1.-NI r G J I F r J URS r 1260 ..................................................................................................._.... .
%
DIG ALERT
TM
LD 99-231 GR
CALL CAUTION:
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1' = 20' RICK 1ENGFqMZING COMPANY
1400-227-2600 UNDERGROUND FACILITIES IS
.� � 3050 Chicago Avenue
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 40 ■ � 100
R =rd°,
Callat least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20
►� _ California 92'S07 19091 782-070T
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by
Esse � / Drawing No.
1 EMR/EH EMR/EH EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
Horizontal =' aa� �%
Contractor " c No. 46804 � � Plans Prepared Under Supervision Of
z ACCEPTED BY: DATE: t� �
EXp•6-30-03 NA PARKS PRECISE GRADING PLANS
Inspector SEE SHEET N0. 1 10=20' � � Date DEPUTY DIRECTOR OF PUBLIC WORKS � - 155-59
Vertical EDWARD MICH L RATICAN TRACT NO. 29033 LOTS 12 6 &
s�4Tf c1v%\.�o��,\p 46804 6-30-03 _ Aa. � of
Date Cmp It d N/A R.C.E. No.
Expires R.C.E. No. 19744 Expires 9-30 01 THE LEGENDS A Sheet 2 2
G:\d_13212\212pgd68.dgn
PLOT DATE:08-DEC-1999 JN 13212