HomeMy WebLinkAboutLot 66-70 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER PRECISE GRADING PLANS 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 THE LEGENDS MODELS LOTS GG -- G9 & PARKING LOT 7O STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 9 9 � BOOK ).
DRAINAGE SWALEs SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED 00000 � PRIVATE ENGINEER'S NOTE TO CONTRACTOR
A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . 00 MEA OW 3ROO WAY
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 , 71 - 1 1 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 25 2 bREGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 2324 27 %0* CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL TRACT N O� 23371 - IJ 22 28 SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
FILLS OVER 1 ' DEEP. 21 29 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
WITH SAID REGULATIONS AND ORDERS.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S �`� 20 30
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 19 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �, 31 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO ��1Q' 1a COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 4 7 32 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
17 9 46 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, �Q� 0 45 33 THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ALONG TOP OF CUT SLOPES. �� 16 51 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
G52 44
3 4 PERFORMANCE OFWORKONTHIS PROJECT, EXCEPTION FOR LIABILITY
REAL
ALLEGED,
IS
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 15
THAN ONE FOOT. 43 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OR 1 �3 3� THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 13 3 �` UTILITIES OR STRUCTURES SHOWN ON THESE PLANS AROBTAINED BY
JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING A SEARCH OF THE AVAILABLE RECORDS. E CIVIL ENGINEER
DATED APRIL 219 1999. TWO SETS OF THE FINAL COMPACTION 12 55 36
ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 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 10 5-7 40 3-7 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
OF THE PRELIMINARY SOILS REPORT. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
8 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 9 %1� DAMAGE OR PROTECTION TO THESE LINES.
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE a Q L q 3 9 3
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING P��,
PERMIT FINAL INSPECTION FOR EACH LOT. 60
PHONE: (909 ) 694-6411 6 7 �Go 61 LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 62 TOP OF WALL ------------------------------------------------------------------------------------- TW
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 63 BOTTOM OF WALL --------------------------------------------------------------------------__- BW
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM TOP OF CURB ELEVATION ----------•-•--- --........ TC
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODL -4 64 c
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. COLI~ COURSE PAD ELEVATION ---------------------------------------------------------------------------------- PE
3 {,� �,� TEMECULA FINISHED FLOOR ELEVATION _____________________________________
--------------- FF
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �, �p WAY
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS �� FINISHED GRADE ELEVATION --------------------------------
---------------------------------- FG
MATERIAL. SITE
1 F T P 1 HIGH POINT HP
3 I SEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. F� �s TOP SLOPE ---------------------------------------------------------------------------------------- TS
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL z F
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A00 ;ii
FLOW LINE --------------------------------------------------------------------------------------- FL
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
GOLF COURSE ~ v TG
E.xR TOP OF GRATE ELEVATION ---------------------------------------------------
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
CALIFORNIA GARAGE FINISH FLOOR ELEVATION ---------------------------------------------------------- GF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD INDEX MAP EXISTING ELEVATION ------------------------------------------------------------------------ l9/J41
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT F,� SITE q
PROPERTIES.
U 1 "=100` 'po �cq FIRE HYDRANT LOCATION
RANCH �rT
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. f�i� `j, 9'p0 STREET LIGHT --------------------------------------------------------------------------------- o---
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 15 DIRECTION OF DRAINAGE FLOW ---------------------------------------------- -- -- -- ------------ low--
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES TRACT 3371 -9 TEMECULA RETAINING WALL (BY SEPARATE PERMIT) --------------------------------
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT N.T.S. APPROXIMATE LOCATION OF ELECTRIC METER -------------------------- --
ADJOINING PROPERTIES DURING GRADING OPERATIONS. -- ------
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
o z o SEWER LATERAL LOCATION --------------------------•--....--...._. ......................... S❑
TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE = W = o VICINITY MAP WATER LATERAL AND WATER METER LOCATION ----------------------------------------- w❑
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN w
VERTICAL HEIGHT. Cc LOT �� ELECTRICAL TRANSFORMER --------------------------------------------------------------------
4J �- LINE W U o H
v 3 MIN. POWER LINE AND HANDHOLES ---------------------------------------------------------------- ❑
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING a Mcg 5' MIN. w z
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE N� zw TELEPHONE SERVICE ---------------------------------------------------------------------------- Q
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN z o
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 3' MIN. 1 0 GRATE ----------------------------------------------------------------------------------------------- C]
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2'/. MSN• AIR VALVE ......................................
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA TELEVISION PLATFORM ----------------------------------- -
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER.
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. GRADED
M,qX. BACKWATER VALVE ------------------------------------------------------------------------------ Q
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.�
CENTER* COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL LOT FG. GRADING TOLERANCE NOTE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I ' OF THE GRADES AND
OPTIONAL RETREAT ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
NOT TO SCALE OPTIONAL CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT - BALCONY 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 FG ------------- �-
PERMITTED. BACK OF SDWLK PER PLAN
ESTIMATED EARTHWORK QUANTITIES
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD _ _ INDICATES LOT NUMBER
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PRP AN - - - - ~ NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE E L - - -"�% Mf1N� � 2 3 4 INDICATES FINISHED FLOOR ELEV. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
0 FF=1000 0 FF-100
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE R/W z FF=100.0 FF-100 NO. LOTS CY/LOT TOTALS
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. a� PE=99.3 PE=29.3 PE=99.3 PE=;9.3 INDICATES PAD ELEV.
1 4 15 60
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB �. I HP INDICATES BUILDING TYPE 1 PARKING LOT 80 80
PER PLAN
'�
. • TOTAL 140
FS
z
PER PLAN 12.0%
FG I '
FS MAX
•. PER PLAN FG PER PLAN
PER PLAN
5 MIN. 3' MI . 1%_amMIN. PER PLAN
_J/
FG DEEPENED FOOTING - yc
PER PLAN Q AS REQUIRED. 10'MIN (TYP) RIGHT OF WAY
DUTILITY SERVICE POINT
TM TYPICAL LOT GRADING DETAIL
CALL NOT TO SCALE w EXIST. CURB AND GUTTER EXIST. CURB AND GUTTER
LD99-- 108 GR
BEFORE
1400--227-2600
YOU DIG! BUILDING FOOTPRINTS - RICK ENGDJEMNG COMMNY
UNDERGROUND SERVICE ALERT NOT TO SCALE solo Chicago AverxA
Suitt 104
Riverslft,
Callat least 2 working days prior to excavating. _ California 92507 (90S) 792-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL' OEESS, Designed by Drawn by Checked by 7 Drawing No.
COUNTY RIVERSIDE CH EH EH EMR RECOMMENDED BY: DATE: l 44 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
COU OF B.M.B. y�4, �N►\ E( � �y�,
Horizontal Q 07
Pb Prepared Under Supervision Of
Contractor 2-1/20 BRASS DISK IN CONCRETE CYLINDER, o No. 46804 7
IN THE N.w. CORNER OF THE INTERSECTION w z ACCEPTED BY: DATE:
OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'=100' Exp.6-30-03 za A PRECISE GRADING PLANS
Inspector RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Date `7 RONALD J. PARKS
P OF P P. (NO NUMBER), 94' NORTH OF THE CENTER EDWARD MICA RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
LINE S OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical �, C \p - _ TRACT NO, 29033 THE LEGENDS
Date Cmplt'd
WITNESS POST 1.0' WEST OF MONUMENT. �V\�
r4jF oP� 46804 6-3003 MODELS LOTS 66-69 & PARKING LOT 70
Expires 19744 Expires 9-30-01 `'� 1'89 ' ' ' Sheet 1 of 2
ELEVAT I ONS 1128.410 (ADJ. 9-1�-82) N/A �- CAS\F R.C.E. No. R.C.E. No.
g:\d_13212\212pgd34.dgn PLOT DATE: 13-JUL-1999 JN 13212
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1 /2 MIN. INSTALL POLYETHYLENE
COVER PLASTIC JOINT MATERIAL
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6'MIN.
SCALE: 1'= 20' F.L. OF PIPE I/�' B 6'MIN. 20Y
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^�� ^ � ^\N?V^ ^��^ o c . �- p o o
20 0 20 40 CONSTRUCTION NOTES AND QUANTITIES FLOW LINE ^ . •
1.0% MIN. Q °
�I>,. . � \ /�\y \\\Y// Yn��vi�\ vn\NV^, , 6�PVC ° ♦ ° /�\�/�
1Q PLACE YAC PAVEMENT OVER 4 AGGREGATE BASE 63 TONS ""` ^ "' " "^"��` ^` "^""" 3'X6' ECCENTRIC (CL 150) 4 ��
43 CY B REDUCER WITH O � -
TMDIG ALERT 20 CONSTRUCT 6'AC BERM PER CITY OF TEMECULA STD N0. 211 226 LF \vn�"'
CORE DRILL YMIN. PVC AT 2% CLEANOUT 2'MIN.
30 THROUGH THE CURB DRAIN 1 EA CURB AS REO,D. CURB & GUTTER (SCHEDULE 40) 50 91 6'
CALL SEE DETAIL SHEET THIS SHEET LD 99- 108 GR
BEFORE Q INSTALL 6'PVC (CL 150) 0 1.0% MIN. 89 LF
YOU DIG! THROUGH THE CURB DRAIN DETAIL
1-800-227-2600 Q INSTALL 3 PVC (SCHEDULE 40) 0 2/. MIN. 10 LF 3 SECTION B B �RICKIENGDEMNG COMPANY
UNDERGROUND SERVICE ALERT N T �` 3050 Grfi0 Aven4N
N.T.S. Su 1 is 100
CaNat least 2 working days prior to excavating. Q PLACE 3.5"PCC SIDEWALK 1125 SF Riveralar.
Callfornta 92507 (!09) 7i2 0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESsi Designed by Drawn by Checked by
SCALE lOpF# ory� Drawing No.
,��, N,1CHEL cyc EH/EMR EH EMR RECOMMENDED BY: DATE: 7 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Horizontal =' Q� �:
Contractor c, 3 Th Plan repared Under Supervision Of
�r w No. 46604 z ACCEPTED BY:
SEE SHEET N0. 1 1•=20� Exp-6-30-03 Date RONALD J. PARKS DATE. - PRECISE GRADING PLANS
Inspector ''.
P EDWARD MICH RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
Vertical s� CIV��. ,p - TRACT N0. 29033 THE LEGENDS MODELS
Date Cmp It'd N/A 4Tf 01� cxv oq R.C.E. No. 46804 Expires 6-30-03 1 744 - - �� i
R.C.E. No. 9 Expires 9 30 01 LOTS 66-69, & PARKING, LOT 70 Sheet 2 of 2
g:\d_13212\212PGD35.dgn
PLOT DATE:13-JUL-1999 JN 13212