HomeMy WebLinkAboutLot 58-61 - Precise Grading GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR
ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
TO, AS AMENDED BY ORDINANCE 457. . EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
�1 •�-� NAY PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE ■ 1%. 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U. S. DEPARTMENT
DRAINAGE
SOFLES SHALL
TBE TOPMINIMUM
OF 0. 2'
DDEEP
AND
BE CONSTRUCTED ' ,� OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
IN2' FROM OF
RELATIONS ' CONSTRUCTION SAFETY ORDERS. ' THE CIVIL ENGINEER SHALL
�' NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
3. MAXIMUM CUT AND FILL SLOPE - 2a1. oC,�`.r COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE S' NIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 9 T E _ ..� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
FILL SLOPES OVER 5' HIGH. RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
� - - - - _ PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY CALIFOR� - _ c LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND,
+
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL r INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
FILLS OVER I ' DEEP. } AND ALL LIABILITY. REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE
4
C' ,
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S RAN 'flit' ' OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 'pp LOCATION MAP _ _
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 15 COLA SCALEeI*--500, STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
LINE, GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
. PROVIDE A BROW DITCH, DESIGNED TO HANDLE IOOYR Q STORM FLOWS, F SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
7
N.T.S.NTS ' SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
ALONG TOP OF CUT SLOPES. IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER VICINITY MAPLOCATIONS OF ALL LINES AFFECTING THIS WORK. WHETHER OR NOT SHOWN HEREON,
4, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
THAN ONE FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF SOILS ENGINEER
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND +� oy_�
LE I GHTON & ASSOC. DATED MAY 4, 1988 & MAY 6, 1996. TWO SETS OF -T
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING w cum 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. l3aT'1'1& l�T1-� l33TY (619) 695-3150
s o�000� (909) 676-0023
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 it ` .' ora 23371-" ry
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRA I NAGEso OWNER/DEVELOPER
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING o>�
PERMIT FINAL INSPECTION FOR EACH LOT. u. 4
� - UDC HOMES INC.
�\�► ,�T,. 23VI-4 � 438 CAM I NO DEL RIO SOUTH STE. 112-B
PHONES (909) 694-6411
2 y_ o
SAN DIEGO. CA. 92108
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ' `: (619) 298-8070
oq,
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE ° 4
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM C.
LEGEND
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR L°
TO THE APPROVAL OF FINAL INSPECTION. TOP OF WALL _____________________________________________________________________________________ TW
y n"N" BOTTOM OF WALL
12. NO FILL SMALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS T� - s 4,s �� '-"'--""'-'-'-
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS - -
TOP OF CURB ELEVATION ------------------------------------------------•----•-----------•--- TC
MATERIAL. S!'a"f'1-•
PADELEVATION ----------------------------------------------•--------------•----••-------------- PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL 1S TO BE PLACED, 2337 3_19 .� . coy
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL THE
FLOOR ELEVATION ____________•_______________________ FF
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY Amoo r
- _� W FINISHED GRADE ELEVATION ____•_•_______________________ ________ FG
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
HIGH POINT -------------------------------------------------------------------------------------- HP
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ` TOP SLOPE TS
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD �-
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT �T �
PROPERTIES. FLOW LINE ----------------------------•-••-•----------__-_.._________•-__•__- L
=3371-' TOP OF GRATE ELEVATION _ TG
M IT
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHS. �►� `°
ODlS3Ta GARAGE FINISH FLOOR ELEVATION
\ SITE EXISTING ELEVATION
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO � - l�T1-_ - - (91.70)
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES ��\to,,- ' go,T MO 400 .e►r�oo�ew FIRE HYDRANT LOCATION -----------------------------------------------------______________._ -f
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. �- CALIFORNIA °' ' IT STREET LIGHT _________________________ o---
17. STABILITY CALCULAT I ONS WITH A FACTOR OF AT LEAST ONE AND FIVE- --� "'�"� ••c. DIRECTION OF DRAINAGE FLOW ________________________________________________•____•_______•_ ---
TENTHS ( 1 . 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE EXISTING DEEPENED FOOTING (6' TYPICAL)
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
VERTICAL HEIGHT.
APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS _________________-
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE - - - SEWER LATERAL LOCATION _____________________•_-________________•________-____________•___-
151
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN - b b
Z.5 -.- _ �+•A MIN- � � � � WATER LATERAL AND WATER METER LOCATION -----------------------------------------
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. q•q 2°• , '� 20' •6 W g ELECTRICAL TRANSFORMER
iD LOT POWER LINE AND HANDHOLES
19. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA G t FF '� '� ac , ----•----•---••-•--••-•---•----•-
F
M 11N.
ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. INSTALL POLYETHYLENE A� AF� � o�rlti '- LINE 4, <
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, 1112.�' PLASTIC JOINT MATERIAL , o ( < TELEPHONE SERVICE m
HALL BE PLANTED WITH APPROVED TREES SHRUBS. OR COMBINATION COVER '
5 'QUICK JOINT' OR EQUAL �' , �' �;aq b C ~�- zW GRATE ----------------------------------•-•--•-•--•--•---•••------------•-•-------------------------
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERSo TREES, 20' ON 3.95 �4 _ , $ 4' 1. !� oo BLOW OFF VALVE
CENTER= COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 11 11 v►� "-""-'""""'•"'-"••"""-'-""""""---'-- "---•--• "-- •_
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW � � v � � c a c ��' � 'll'iC AIR VALVE --------------------------------------------------- - - - - �--------------------------------------
k
---------�Y--��==�---•----��:�PREVENTION DEVICES PER U. P. C. , CHAPTER 10. R. �k TELEVISION PLATFORM
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT /��/� MAX
LESS THAN 1/4' PER FOOT FOR A MINI MUM OF 3 FEET. ��' ` • IVY �� MAX 8 GRADED
..,,AN v �,5, �,� •,� � GRADED LOT LOT G.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE `\ �y^`�" \ EARTHWORK QUANTiTES
2' MRV. - - g - - - �- - - -�- - - - •�--?( FG. 6•MIN.
PERMITTED. gn -
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 6 ' °e�y SECTION 8-B NO. LOTS Cy/LOT TOTAL
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. B 4 15 60
NOT TO SCALE
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE SECTIO 4 A-A
APPLICANTTHE FROM THE
CORRECTIONOF ERRORSSORNoMNSSRONS DISCOVEREDODURBNGICONS�RUCTETYPICAL LOT GRADING DETAIL
ON. NOT TO SCALE
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY NOT TO SCALE
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
F.L. OF PIPE /,t'
ABOVE GUTTER
CONSTRUCTION NOTES FLOW LINE sIDEw',ALKg, 4.5 4,5• a 40-01 VARIES
EASEMENT Is MOICATES LOT ML%N"- 53 55
I CONSTRUCT 12' SOUARE GRATE INLET PER NATIONAL DIVERSIFIED SALE. INC. PART N0. 1210 OR EQUAL I WATES FINISHED FLOOR ELEV. FF= I88.T FFA--88.T FF=88.T FF=8.T FF=88.T
Q2 CONSTRUCT 6' PVC DRAIN. 6' A
WICATES PAD
BUILDING ET PE PE 88.0 PE 2 8.0 5
PE=88.0 PE=88.0 =88.0
27. 3 4
O3 CONSTRUCT THROUGH THE CURB DRAM PER DETAIL SRO" ON SHEET I& SEPERATE PERMIT � LOX PAD LOT:
® CONSTRUCT RETA"NC WALL BY SEPERATE PERMIT. \��� �\ \��\ ^\, ,S'/.A1 PER ePL y
/1' Q"\�lI' 6' PVC
(SMOOTH WALL) - - - - - - - IO MIN. (T- - - - - - - - - - - - - - - - -
Al 1 /y
Ao1:Ess►v
i3*m. PVC a 2% 3'X6' REDUCER -
CORE DRILL CURB (SCHEDULE 40) W/ CLEANOUT SECTION C-Ct c
AS REQUIRED CURB & GUTTER =�• 1 'Q!r E7c15T. CURB AND GUTTER RIGHT OF WAY
NOT TO SCALE ' A: BUILDING FOOTPRINTS
THROUGH THE C RB DRAIN DETAIL �f �` NOT TO SCALE
3
NOT 10 SCALE
OF Ca�� PERMIT NO. LD 97-002 GR
BENCHMARK COUNTY OF RIVERSIDE B. M. T-29-81 DATE BY REVISIONS APPROVED BY: _ �1'uCK ENGNEERING COMBWY
9:5�& 2- Soso c •�
2 I/2' BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTABLISHED BY RIVERSIDE EDWAMIC � RATICAN R.C.E ,*� 100 CITY OF TEMECULA
lft
COUNTY SURVEY, DATE APRIL 13. 1981 . �_ ' �i':` ,o "say �so9� �-ww PLOT PLAN
DETAILED DESCR I PT I ONs FROM THE INTERSECTION OF FRONT STREET AND ANCHO CALIFORNIA OATS: REGISTRATION EXPIRES 6-30-49
ROAD. 1 . 8 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECT I N OF RANCHO SCALE: BENCH MARK: TRACT NO. 23371-3
CALIFORNIA ROAD AND MARGARITA ROAD. IN THE N.W. CORNER OF THE IN ERSECTION 1 ' APPROVED BY: AS NOTED LOTS 5 8-61 F 2 SHEETS
EAST OF A 7 CHAIN LINK FENCE. 21 ' X16 AROUND SOUTHERN CALIFORNI . GAS VALVES. 40 SEE ABOVE LEFT
NORTH OF P. P. (NO NUMBER) 94' NORTH OF THE CENTERLINE RANCHO CAL FORN I A ROAD. En/6/1vEEAr Fca[
FILE N0.
SET FIBERGLASS WITNESS POST I ' WEST OF MONUMENT. _ cfTY- op 7ol-tee .4
ADJ. DATE 9- 13-82 ELEVAT I N 1 128. 410 DATE: r / __Ra✓� J. / 9*1 &C.E 1974fDATE: DEC., 1996 W.O. FOR: UDC HOMES F.B.
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CONSTRUCTION NOTES
APPROVED BY:
�i CONSTRUCT 12• SQUARE GRATE INLET PER NATIONAL DIVERSIFIED SALE, INC , PART NO. 1210. OR EQUAL DATE BY REVISIONS �n r�vl• ��
1�1
EDWARD MICR L RATICAN R.C.E. 16804 3� «rOOQO "°""' CITY OF TEMECULA
SCALE I� = 'IO' 2O CONSTRUCT 6' PVC DRAM. �,rt, roo
r..ers t e..
ODATE: Z REGISTRATION EXPIRES 6-30-99 -� Cal r,ornrc Im, M, •a-aro+ PLOT PLAN 1
3 CONSTRUCT THROUGr+ THE CURS DRAM PER DETAIL SHQWIV ON Si�EEt I>� R SEPERATE PERMIT
20 0 20 40 60 ® CONSTRUCT RETAINING WALL BY SEPARATE PERMIT.
APPROVED BY: SCALE: BENCH MARK: TRACT NO. 23371 - 3
2 LOTS 58 - 61
OF 2 SHEETS
_ _JRf1*C/PRIG 4N&1,vcAg pop SEE S4EET NO. I
1?TY OF 7&MEL'UCA - FILE NO.
DATE: -.ROA/AW ✓• ~4�CL.f. _N17� DATE: DEC. 1996 W.O. FOR: �iC' t16vt 'r
F.B.
/usr/projdoto/r-prp/d-129T6/9769rd2.dpn
PLOT DATE: 30-JAN-199T JN 129T6