HomeMy WebLinkAboutLot 5-9,15-25,77-81 - Precise Grading GENERAL GRADING NOTES PRIMATE ENGINEER'S NOTE TO CONTRACTOR
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON ORRELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
70. AS AMENDED BY ORDINANCE 457. Q. EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 17.. x' TEWCULA WAY PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED ' h' 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U. S. DEPARTMENT
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
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RELATIONS
RESPONSIIBL' CONSTRUCTION
ASAFETY
DTHE•CONTRACTORSCIVIL
ANDGSUB-CONTRACTORS !
R SHALL
3. MAXIMUM CUT AND FILL SLOPE NOT BE
2• I. � COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 8IT E
FILL SLOPES OVER 5' HIGH. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT coliORNlA CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY . PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE 3
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALLLIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND,
FILLS OVER I ' DEEP. ��q INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
�' AND ALL LIABILITY, REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S RA 9�1� OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF NEGLIGENCE OF THE OWNER OR ENGINEER.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 15 LOCATION MAP
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO SCALE: I'=500' THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
LINE, GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. TEMECULASTUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
' RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
T. PROVIDE A BROW DITCH, DESIGNED TO HANDLE IOOYR Q STORM FLOWS, OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
ALONG TOP OF CUT SLOPES. N.T.S. SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
IRRIGATION COMPANIES PRIOR t0 WORK OR EXCAVATION TO DETERMINE THE EXACT
d. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER VICINITY MAP LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON,
THAN ONE FOOT. AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
S. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS -OF - •
THE PRELfMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND ■ ' 11 SOILS ENGINEER
LEIGHTON & ASSOC. DATED MAY 4. 1988 & MAY 6, 1996. TWO SETS OF
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING 4 ` . OWEN CONSULTANTS LEIGHTON & ASSOCIATES, INC.
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS 10065 OLD GROVE ROAD 41769 ENTERPRISE CR. NORTH. STE. 102
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH • ■ ' SAN DIEGO, CALIFORNIA 92131 TEMECULA, CA 92590
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. M ■ ■ (619) 695-3150 (909) 676-0023
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 ' }
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE OWNER/DEVELOPER {
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT.
PHONE# (909) 694-6411 ■ UDC HOMES INC.
� T , i ■1 ■ ■ M ■■ �Y
438 CAMINO DEL RIO SOUTH STE. 112-8
• SAN DIEGO, CA. 92108
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL • ' ■ ■ ■ , (619) 298-8070
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE ■ ■ s , � _ ,• ' ■
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ' ■ • _ - ■ ' � 1 ' ■ ' � LEGEND
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR « + ' ■ N ■ w ■1 , � ■
TO THE APPROVAL OF FINAL INSPECTION, s : ,
■ TOP OF WALL TW
, s f
f • i / i ! w
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ■ ■ ' ■ w BOTTOM OF WALL
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ■ "• ■ ■ ' • !f " " 1-1 " _
• , TOP OF CURB ELEVATION TC
MATERIAL. -------------------------•-----------•-------------•------•---------
■
PAD ELEVATION ------------------------------------------------------------------------------- PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, ■ ' ■w� ■ ■
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL w ■ ■ s s ■ i •' FINISHED FLOOR ELEVATION --------_-----r-----_----------------__----_-----------._. FF
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ~ s w w' • ■ ■ FINISHED GRADE ELEVATION -------------------------___-____________--_____-________-______- FG
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ■ s w „ ■ ■ M ■
• s HIGH POINT ------------------------------.-----_...------------------------------------------------ NP
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF s ' ' TOP SLOPE
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD •
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT - FLOW LINE -------------------------------------------------------------------------------------- FL
PROPERTIES.
s � ' T� TOP OF GRATE ELEVATION -------------------------------------------•-------•-•--•--•----•-- TG
15. DUST SHALL BE CONTROLLED 8Y WATERING OR OTHER APPROVED METHODS. INVERT ELEVATION
- INV.
s GARAGE FINISH FLOOR ELEVATION
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO s w "--" """"--- GFF
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES ■ s w ' w w �a EXISTING ELEVATION
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT FIRE HYDRANT LOCATION __________-_ _
ADJOINING PROPERTIES DURING GRADING OPERATIONS. ----•-- •-•-----•---•-•
1
r
' 1 T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- STREET LIGHT ----------------------_---------------------------__------------------------ 0---0
r
TENTHS ( 1. 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE __ ___ _______________
DIRECTION OF DRAINAGE FLOW _
_
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN EXISTING DEEPENED FOOTING (6' TYPICAU-•____________-________- -
VERTICAL HEIGHT. ---------------------------------------------
tO.T TG
R I
le. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2.5' 11.2 9.7 INV RETAINING WALL ---------------------------------•-------------- -----•----•----•--------------
. B --
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE 9.3 s'
E UI3%0. PVC AT 27: I HP APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS -----------_----
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN (SCHEDULE 40 TC MIN
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE 3 9 4 - - - - - - - - - - Ip g- - LOT SEWER LATERAL LOCATION ------------------------------------------__-______-_________-
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
` 2 I FL S LINE 4, MIN. WATER LATERAL AND WATER METER LOCATION ----------_____________________________
19. EROSION CONTROLe ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 1 O PLASTIC JOINTALL S MATERIAL FL
COVER � � 6 MIN B � GRADED ELECTRICAL TRANSFORMER ---•---•-------------•----------------------------------------_-_--
ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. 'QUICK JOINT* OR EQUAL
SLOPES OVER 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER TO ESMT. V MM T 1 0 PI LOT POWER LINE AND HANDHOLES ---------________•____________________________________________
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR COMBINATION C, n T I C GRADED 3' MIN. 2' FG. T
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS# TREES, 20' ON a a _ a a a a g Ip-per D I FG.
ELEPHONE SERVICE ___----•----------------•-----------------------------------------•-------•-
CENTER# COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' I N VERTICAL F ZJ _ , I _ I M� -----------------•-----•---•-•----------•-----•----------------------------------------------. ❑
GRATE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW e A o A A` BLOWOFF VALVE
PREVENTION DEVICES PER U. P. C. , CHAPTER 10. R. /��/� IS' MIN. 1 AX. l --- • --- --------•---------- ------------ --- --•-•----- --
cb� �c
M5+69 .A. l �, 6AIR VALVE -------------------------•--•-----•-------------------------------------•--------------
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT � /h \ v �'�' o + f�F
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. �vn�� Cl D/rr � - c#� , , p� 6 IN V ,9'OF ` TELEVISION PLATFORM _________________________________________________________________________
12.01: MAX d! �. ' V �c, Q�' F 'l�t�
2' MIN.
y 4 dr �p V PER LAN 0�0 BACK WATER VALVE etr
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 9' 6' 10.0 ' 22.5 S �� .G. V .
PERMITTED. 9.9 FG 20' 93JTF 1 �`So� LA V
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD '
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SECTION A-A 4.5' FL 2 5MIN FL EARTHWORK QUANTITES
23. APPROVAL Of THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE N.T.S.
SECTION B-B NO- LOTS Cy/LOT TOTAL
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE TYPICAL LOT GRADING DETAIL N.T.S.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 21 15 315
UPON REOUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. N.T.S.
4. ' MDICATES LOT NUMBER
CONSTRUCTION NOTES SroE ALK 2.5' INDICATES FINISHED 2 GARAGE OPTIONAL
FLOOR ELEV.
OI CONSTRUCT 12' SQUARE GRATE INLET PER NATIONAL DIVERSIFIED SALE, 6' 1 EASEMENT .o' 40.0' VARIES 51 52 54
INC. PART NO. 1210 OR EQUAL. ✓- 6 Mm. 4.5 4.51 DMATES F=88.7 FF=88.T FF=88.T
0
CONSTRUCT 6 SMOOTH WALL PVC DRAIN. F.L. OF PIPE Y20 ; 20% ,5 2.p• PAD ELEV. PE=88.0 PE=88.0 53 PE=88.0 l
2 ABOVE GUTTER ^" ^ ^""^ ^`"^ MPI2 FF-88.T 4
Q3 CONSTRUCT THROUGH THE CURB DRAIN PER DETAIL SHOWN ON SHEET Flow LINE PE=88.0
I& PER SEPERATE PERMIT. 0.50%
MIN.
O CONSTRUCT RETAWALL BY SEPERATE PERMIT. ECCENTRIC T. 1 ��W A ����� ` 6' PVC INDICATES (TYP.)
(SMOOTH SWAL F
MING BUILDING TYPE • .
REDUCER WITH WALL) PAD
•- CLEANOUT X - - - - - - - - - - - - - - - - - - - - - - - -
t - CORE DRILL 3'MIN. PVC AT 2'/. -- --- -- -- -- - - --- - - -- ---- ---- -
CURB AS REO'D. CURB A GUTTER (SCHEDULE 40)
•f EXIST. CURB AND GUTTER RIGHT OF WAY
1
THROUGH THE CURB DRAIN DETAIL• :' '
# SECTION C-C BUILDING FOOTPRINTS
N.T.S. N.T.S. N.T.S.
PERMIT N0. LD 9T-07� GR
BENCHMARK COUNTY OF RIVERSIDE B. M. T-29-81 DATE BY REVISIONS APPROVED BY:
; PLOT PLAN
2 %2' BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTABLISHED BY RIVERSIDE ROBERT A. STOCKTON R.C.E.33591 sulft0°OQO '"°^"'
COUNTY SURVEY. DATE APRIL 13, 1981 . aIV&side-
DETAILED DESCRIPTION, FROM THE INTERSECTION OF FRONT STRUT AND RANCHO CALIFORNIA
DATE: B feQ7 REGISTRATION EXPIRES 6-30-96 California VM? Mgr "2-WW CITY OF TEMECULA
ROAD, 1 . 8 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO APPROVED BY: PRINCIPAL ENGINEER FOR SCALE: BENCH MARK: TRACT NO. 23371-3
CALIFORNIA ROAD AND MARGARITA ROAD. IN THE N.W. CORNER OF THE INTERSECTION I HE CITY OF TEMECULA F 3 SHEETS
EAST OF A 7' CHAIN LINK FENCE. 21 ' X 16' AROUND SOUTHERN CA I FORN I A. GAS VALVES, 40' flr/t7 R.C.E. J97 p 9 AS NOTED SEE ABOVE LEFT LOTS 5-9p 15-25 & 77-81
NORTH OF P. P. (NO NUMBER) 94' NORTH OF THE CENTERLINE RAN HO CALIFORNIA ROAD.
SET FIBERGLASS WITNESS POST I ' WEST OF MONUMENT. M � �R FILE No.
ADJ. DATE 9- 13-82 LEVAT I ON 1128. 410 ARG DATE: MAY 1997 W.O. FOR: UDC HOMES F.B.
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PEF�NiT N0.LD 97-079 GR
DATE BY REVISIONS APPROVED BY: Fax ri COMMM PLOT PLAN
ROBERT A. STOCKTON R.C.E. 33591 ► Soso Cnroago Aver"
-� RC lavf�i o 9MT r"" 1!Z-OtbT 2
SCALE F = 20' DATE: g y 4� REGISTRATION EXPIRES s-3o-9e CITY OF TEMECULA - --
APPROVED BY: PRINCIPAL
CITY OF ENGINEER
E FOA SCALE: BENCH MARK: TRACT NO. 23371-3 F3 SHEETS
20 0 20 40 so - ''ll = 20" SEE SHEET ONE LOTS 5-9, 15-25 & 77-81
DATE: 19-ft'q7 �� FILE N0.
RONALD J.PARKS R.C.E.mo.19T44 DATE: MAY 1997 W.O. FORS UDC HOMES F.B.
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APPROVED BY: � n�-.�
DATE BY REVISIONS RJc PLOT PLAN
ROBERT A. STOCKTON R.C.E. 33591 ��°OQD """""DATES g xy� REMSTRAT10H ,= 5 6-30-9eLeiCalifornia 9MT r9m m_&m CITY OF TEMECULA
� - CaLE I' = 20APPROVED BY:
THE ENGINEER
GTEMECUO SCALE: BENCH MARK: TRACT NO- 23371-3 OF SHEETS
'"" = 20" LOTS 5-9, 15-25 & 77-81
- &_f/_f7 J� �� FILE No.
SEE SHEET N0. 1
E 20 0 20 40 60 DATE:
RONALD J.PARKS R.c.E. No.19t4� DATE: MAY 1997 W.O. FOR: UDC HOMES F.B.
/uar/proJecta/r_prp/d_129T6/976prd10.dpn
PLOT DATE: 4-AUG-1997 JN 12976
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