HomeMy WebLinkAboutLot 9-12 - Precise Grading I
ONE
GENERAL GRADING NOTES PRIVATE 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 OR
RELATED 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 SHALE SLOPE SHALL BE 1%. TEMECULA MAY 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 REGULATIONSO 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
RELATIONS CONSTRUCTION SAFETY ORDERS. , THE CIVIL ENGINEER SHALL
3. MAXIMUM CUT aw0 FILL SLOPE - 2� 1. ' 9�0 NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
t COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL SITE 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 CALF IA CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
I _ - -- PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 1 LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND.
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
FILLS OVER I ' DEEP. qac `' 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 � n 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 LOCATION MAP 2 -1
15 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO SC LE= I'= O '
STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. TEMECULA ' RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATI?
�
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE IOOYR 0 STORM FLOWS, OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NO
ALONG TOP OF CUT SLOPES. N.T.S. � SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT -
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER VICINITY MAPLOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, `
THAN ONE FOOT.
f AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND s 23371-18 SOILS ENGINEER I
LEIGHTON & ASSOC. DATED MAY 4, 1988 & MAY 6, 1996. TWO SETS OF ' ; :
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING OWEN CONSULTANTS LEIGHTON & ASSOCIATES, INC.
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS 10065 OLD GROVE ROAD 41 769ENTERPRISE CR. NORTH. STE. 102
y AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH * SAN DIEGO. CALIFORNIA 92131 TEMECULA. CA 92590
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. '• !l3T1_1a !3371-ta 23371-1 (619) 695-3150
'� r (909) 676-0023
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10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 r 23371-15
HII .NSPECTNONDVATHESRENSPECTNONFMUSTHBEOAPPRO�EDAPR I ORATOABU I LD I NG s' OWNER/DEVELOPER
PERMIT FINAL INSPECTION FOR EACH LOT. ►w TEMEKU HILLS PARTNERS, LTD.ald t
23371-4 HOOVER
I , CA. 91950
2727 /E
t PHONES (909) 694-641 I `Dr q 2 : 1- o„no NATIONCITY,(619) 477-4117
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL + d,
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE J
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROML cr. LEGEND
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR
TO THE APPROVAL OF FINAL INSPECTION.
n23372 TOP OF WALL -----------------------•----------------------------------------
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS of w cm BOTTOM OF WALL _______________________________________________________________________________ BW
` BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS '
MATERIAL.
T --
OF URB ELEVATION -----•---- -------•-------------------------------------------------
TC
G""�T „ PAD ELEVATION --------------------•------------------------------------------------------------- PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, SOF �o� - co
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL !3371-16 FINISHED FLOOR ELEVATION FF
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A FINISHED GRADE ELEVATION _-_________•_____________________________________________________ FG
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
Sl
E I
HIGH POINT ---------------------------------------------------------------------------------------- HP
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TOP SLOPE
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD --------------------------•----•----_----•---•-----•-----••----••------------•--------- TS
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENTFLOW LINE ---------------------------_---------------------------------------------------------- FL
PROPERTIES. �~
' !3371.3 ` TOP OF GRATE ELEVATION
.v mss ' 2=3 GARAGE FINISH FLOOR ELEVATION GFF
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. - -----•-------------------'--------•-•---------•--•••------
"T 233"-2 EXISTING ELEVATION --------------------------------------------------------------------------- (91.70)
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
z FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES ,°, r+► NowoRs °r" FIRE HYDRANT LOCATION _______________________________________________________________-__ --
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. °T 01 C STREET LIGHT --
t - --- - - - ----- -- •--------------------------------------------------------------- -----------
..t. ___--__,------------------------------------------------------ ---
I T. STABILITY CALCULATIONS W I TH A FACTOR OF AT LEAST ONE AND FIVE- 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.
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18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS ------------------ 10
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE Z a&'~ SEWER LATERAL LOCATION ----------------------------------------------------------------
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN 2.5' • 6 �'� X `•,�-
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE WATER LATERAL AND WATER METER LOCATION ________________________________________ Q !
`
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. _ c¢$ W ' ELECTRICAL TRANSFORMER
f- Ln 1
19. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA o LOT i Uj POWER LINE AND HANDHOLES ________________________________-__--___----__--__-__-__ El
ICE PLANT AT 128 ON CENTERS OR ANOTHER APPROVED GROUND COVER. iI/2 _ INSTALL POLYETHYLENE � �' LINE <a-
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. PLASTIC JOINT MATERIAL < 4 �' TELEPHONE SERVICE ____________________________________________________________________________
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION COVER 'QUICK JOINT' OR EQUAL ' '�14 UJI 5 GRATE ______________________________________________________________________________________________ ❑
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERSe TREES. 20' ON " I, BLOW OFF VALVE
CENTERS COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL � "-""'•• ® 1
4 MIN. ---------------------------------------------------------------------
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW � . c n � _
v_
2f/'
j . F Aft VALVE -•--•----•---------------------------------•-----------------------------------------•--
PREVENTION DEVICES PER U. P. C. . CHAPTER 10. R.
o o FF �i TELEVISION PLATFORM ® �
s
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ^ /��/� Mqr�
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
I NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE � T_ W A TIT E
r 2 . EARTHWORK OU N S
PERMITTED. 2 6 MIN.
9' 6' NO. LOTS CY/LOT TOTAL
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD SECTION B-B
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 4 IS 60
NOT TO SCALE A
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE SECTION A-A
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE _
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. NOT TO SCALEa '9s
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY I% MIN. 'h
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
4.5' ( ` 11.4 1
t
SIDEWALK 2.5'
F.L. OF PIPE / EASEMENT20
, s
ABOVE GUTTER1 s s . INDICATES LOT NUMBER 53 54 55
FLOW LINE 6 A .� c�
N lo ;,>a, s NDICATES FMpSHED FLOOR ELEV. FF:88.T FF=88.T FF=88.T FF=88.7 FF=88.7
27.
INDICATES PAD ELEV. PE=88.0 PE=88.0 PE=88.0 PE=88.0 PE=88.0
k S% PER PL 2 INDICATES BUILDING TYPE 1 2 3 4 5
. u//AV/ 6' PVC
. (SMOOTH WALL)
A 3'MtN. PVC 0 2% 3'X6' REDUCER � - - e- y - - "~- - - `- - - - ~- ' MIN. (TYP.) F
CORE DRILL CURB (SCHEDULE 40) W/ CLEANOUT 4�
- - - - - - - - - -
- - - - - - - - - - - - - - - - -
� AS REQUIRED CUB & GUTTER B ---- - - -
EXIST.CURB APO GUTTER RIGHT OF WAY
3
THROUGH THE CURB DRAIN DETAIL TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS
E NOT TO SCALE NOT TO SCALE NOT TO SCALE
PERMIT N0. LD 96-179CR
CONCRETE STAMPEDESTABLISHED 49�
APPROVED BY: REKEN3050 c
' '°°0Avenue
COUNTY OF RIVERSIDE B.M. T-29-8I DATE BY REVISIONS CITY OF TEMECULABENCHMARK
2 /2 BRASS DISK IN CY INDER T-29-81 BY RIVERSIDE EDWARD M. RATICAN R.C.E. No. 46804
Surr* roo
COUNTY` SURVEY. DATE APRIL 13, 1981 . ''� Rr�sre.• PLOT PLAN I>♦ col r tornro mot nest tiz-otos
DATE: REGISTRATION EXPIRES 6-30-99
DETAILED DESCRIPTIONt FROM THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIAROATRACT N 0. 2 3 3 71-2
CALDIFORN$AMILES ROAD AND. ON MARGARNTAOROAD. F�NNIA THERNAw. TO THE INTER ECTION OF RANCHO 1 APPROVED BY: SCALE: BENCH MARK:
CORNER OF T E INTERSECTION I ' LOTS 9-12 OF 2 SHEETS
EAST OF A 7' CHAIN LINK FENCE. 21 ' X16' AROUND SOUTHERN CALI ORNIA. GAS VALVES, 40' - 1' - 20SEE ABOVE LEFT
NORTH OF P. P. (NO NUMBER) 94' NORTH OF THE CENTERLINE RANCH CALIFORNIA ROAD. ?WIA(CiPAL E 011VE6jt Fort FILE NO.
SET FIBERGLASS WITNESS POST I ' WEST OF MONUMENT_
E ADJ. DATE 9- 13-82 EL VAT I ON I 128. 4 I 0 =�/Ty vF r �'cuca
DATES I1 ;RD/v�4�-D J- PACKs�q- . 14r7�►� PATE: DEC., 1996 W.O. FOR: MCMILLIN F.B.
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CONSTRUCTION NOTES !
(D CONSTRUCT 12 SQUARE GRATE INLET PER NATIONAL DIVERSIFIED SALE. INC.. PART NO. 12 0. SCALE r 20
Q2 CONSTRUCT 6• PVC DRAIN.
Q3 CONSTRUCT THROUGH THE CURB DRAIN PER DETAIL SHOWN ON SHEET E A, 20 0 20 40 60
CONSTRUCT RETAINING WALL BY SEPARATE PERMIT. '
• DATE BY REVISIONS APPROVED BY: Rl�
Q5 CONSTRUCT 4 PVC UNDER SIDEWALK DRAIN. Lem]
Soso Cnrc000 Avenuea.a EDWARD Irl. R ICAN R.C.E. No. 46804 suit* goo CITY OF TEMECULA2Riworni PLOT PLAN- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — DATE: REGISTRATION EXPIRES 6-30-99 ItIverrnlOs'1So1 (9m) ?92-0707
APPROVED BY: SCALE: BENCH MARK: TRACT NO. 23371-2
/ - 1 - 2
+ +✓ �^�"� • _ OTS 9'12 OF SHEETS
4; = IKINC1P�u- f„A1ciwEE,� Foe 1 20 SEE SHEET NO. I L
_ --' FOR DESCRIPTION FILE NO.
n DATE: / Pb/VALO .7 P,4,[Xs ,4CF-T DATE: DEC., 1996 W.O. FOR: F•g,
r;
x /usr/projdata/r-qrp/d-12TSI/751prd4.dpn PLOT DATE: 9-JAN-1997 A 12751