HomeMy WebLinkAboutLot 22-25,42-48, 55-56, 70-71 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE+ APPENDIX CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
33+ AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA
STANDARDS AND SPECIFICATIONS+ AND THE LATEST EDITION OF THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT N X8482 - 2 LATS 22 - 25y 42 - 489 55 - 56y & 7 � - 71 BR00KHAVEN PHASE 7 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTEDBOOK").
A MINIMUM OF 2' FROM THE TDP OF CUT DR FILL SLOPES.
A CESS ESM'T PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . _
� ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
4. PROVIDE 5' MADE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
FILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
Dr PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 7 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL ��� l CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 DEEP. c, TEWGLlLA6 •d SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
WAY 8 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ti ' r WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR ! 9C�� / 5 4 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO .c •� c�, J• 9 3 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
LINE. GRADE+ ELEVATION AND LOCATION OF CUT FILL SLOPES. / 2 COURSE OF CONSTRUCTION OF THIS PROJECT+ INCLUDING SAFETY OF
7. PROVIDE A BROW DITCH+ DESIGNED TO HANDLE 100YR Q STORM FLOWS. LO E CONTINUD�SLYAANDPNDTEBEYLiMITEDTTDSNORMALRWORKINGHHOURSAN
APPLYALL
ALONG TOP OF CUT SLOPES. IA 10 / THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
CALIFO OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER ,y SITE LIABILITY+ REAL OR ALLEGED+ IN CONNECTION WITH THE
THAN ONE FOOT. 1 11 81 PERFORMANCE OF WORK ON THIS PROJECT+ EXCEPTION FOR LIABILITY
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ANC 9,pjo 8 2 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED ' j 12 8 3 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
JUNE 10+ 1999. TWO SETS OF THE FINAL COMPACTION 15 8 0 / UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 84 / / A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION TEMCIlLA x � 7 ( � Ul�s / ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS N.T.S. 13 7 9 3 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
OF THE PRELIMINARY SOILS REPORT. / SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
�
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
VICINITY MAPEXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 14 -�►8 4 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON+ AND FOR ANY
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING DAMAGE` OR PROTECTION TO THESE LINES.
PERMIT FINAL INSPECTION FOR EACH LOT. 62
PHONE: (909) 694-6411 15 65
77 LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 6 1
PLANTED SLOPES
EW I TH GRASS ORQUAL TO OR EGROUNDHCOVER TO PROTECTVERTICAL
THE I SLOPEGHT HFROMALL BE 1 6 6 TOP OF WALL ......................................
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 1 60 TOP OF FOOTING ............................................................................ TF
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
17 67 TOP OF CURB ELEVATION------------------------------------------------------------------ TC
NO
LL
12. BEENICLEAREDLDFEWEEDSEDD�BRISITOPSpANDOTHERDELETETING RIOUND SNTIL HE 59 � �� �AS 75 �A PAD ELEVATION ______________________________________________________________________________ PE
FINISHED FLOOR ELEVATION
MATERIAL. 18 _______________________________________________________________ FF
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED.
74 68 FINISHED GRADE ELEVATION --------------------------------------------------------------- FG
THE TERRAIN MUST BE CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL o 19 58 HIGH POINT ____________________________________________________________________________________ HP
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. a. 73 69 TOP SLOPE .................................................................................... TS
woFLOW LINE ------------------------------------------------------------------------------------ FL
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF LOT U_ 2 0 5 7
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD w LINE 3� MIN. �-' 7 TOP OF GRATE ELEVATION ................................................................. TG
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT Q CD 5' MIN. � jrz 21 7 2 GARAGE FINISH FLOOR ELEVATION ....................................................... GF
INDEX MAP
PROPERTIES. ' `�? v~iaw ------------------------------------------------------ (9170)
Im�- U71_
EXISTING ELEVATION _______________
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. U_ oC0 3' MIN. 1' 0 1'=100'
�� ZY. M1N• � FIRE HYDRANT LOCATION ----------------------------------------------------------------
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO MAX•
FUNCTION+ ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES
2% Zr�. STREET LIGHT ---------------------------------------------------------------------------
MrN, -
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 21/, DIRECTION OF DRAINAGE FLOW ............................................ _ _ _ _
ADJOINING PROPERTIES DURING GRADING OPERATIONS. MAX• SITE 23 42 GRADED RETAINING WALL (BY SEPARATE PERMIT) ...............................
�` LOT FG. 43
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- GRADED 6 MIN. 44 APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ D
TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE LOT FG. 244
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN __SEWER LATERAL LOCATION __________ _
-- ......._ ........................................ D
VERTICAL HEIGHT. A47
41 4 WATER LATERAL AND WATER METER LOCATION __________________ ________________ O
-
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING NOT TO SCALE 25 40 48 .. 49 50 52 53 ELECTRICAL TRANSFORMER _________________________________________________________________
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED+ THE 39
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN 38 51 POWER LINE AND HANDHOLES _____________________________________________________________
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED+ THE 26 37 TELEPHONE SERVICE ......................................................................... Q
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 36 35 GRATE __________________________________________________________________________________________ ❑
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 34 AIR VALVE_____________________________________________________________________________________
ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. 27 9
SLOPES OVER 15 IN VERTICAL HEIGHT+ IN ADDITION TO GROUND COVER. 33 TELEVISION PLATFORM ______________________________________________________________________
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS+ OR COMBINATION 28
THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS; TREES+ 20 ON 2 9 O BACKWATER VALVE
CENTER: COMBINATIONS+ 15 ON CENTERS. SLOPES OVER 41 IN VERTICAL 3 0 31 pP
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 32
PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. GRADING TOLERANCE NOTE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND
LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. �� ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
i Gp` CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE SD ESM'T Q IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
PERMITTED. �`` RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
P�
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ESTIMATED EARTHWORK QUANTITIES
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE FG PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN
UPON REQUEST+ THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY BACK OF SDWLK NO. LOTS CY/LOT TOTALS
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 15 15 225 CY
FG - -
PER PLAN 3
MIN. INDICATES LOT NUMBER Z PE=100.0
= z INDICATES PAD ELEV PE=100.0 FF=100.T
r �-. PE=100.0 FF=IOO.T 3
INDICATES FINISHED FLOOR ELEV FF=100.7 Z
CURB �•� HP INDICATES BUILDING TYPE 17, 1z
'� 101 MIN PER PLAN
= INDICATES GARAGE FLOOR ELEV GF-100'0 GF=100.0 GF=100.0
i
FS
PER PLAN 12.0% Lj L4
FS -MAX :J `:.. 19
- _
ER PLAN `
Lq VC
_fy. 10' MIN (TYP) N v Wa
DIG ALERT `Ml� 5' MIN. 3' MIN. FG v� RIGHT OF WAY
- - - _ 1X MIN. PER PLAN
FG DEEPENED FOOTING
CAL, PER PLAN _ AS REQUIRED.
BEFORE CURB & GUTTER LD 01-097 GR
1-800-227-2600YOU DIG!a0-227-2ba0 TYPICAL LOT GRADING DETAIL
RICK ENGRZOUM CON4PANY
UNDERGROUND SERVICE ALERT NOT TO SCALE WA 3.n Dlep Rt"reide ormw Phoenix Tu�
Callat bast 2 working days prior to excavating, 1223 University Am,She.zoo•Mai id�,CA 92W7-u1..(M)M-OM•FAX (M)M-87n.www.rkdoe■gmm
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Esse Designed by Drawn by Checked by .
OUNTY OF RIVERSIDE B.M.T-29-81 SCALE EH EH EMR 1� RECOMMENDED BY: DATE: B /1 G
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
-1/2 BRASS DISK IN CONCRETE CYLINDER, Horizontal
Contractor N THE N.W.CORNER OF THE INTERSECTION No.46804 + P Ions ared Under Supervision Of O
F RANCHO CALIFORNIA RD.WITH MARGARITA w z ` ACCEPTED BY: DATE: ZPRECISE GRADING PLANS
D. 1.0'EAST OF A 7.0'C.L.FENCE,40' 1'=100' Exp.6-30-03 DateZ1.?'1RONALD J. PARKS TRACT N 0, 2 8 4 8 2-2Inspector ORTH of P.P.(No NUMeER),94'NORTHDEPUTY DIRECTOR OF PUBLIC WORKS
F THE CENTER LINE OF RANCHO CALIFORNIA Vertical i EDWARD MICHEL ATICAN
D. SET FIBERGLASS WITNESS POST 1.0' �► CIV 1�. �r
WEST OF MONUMENT. � � 22-25, 42-48, 55-56, & 70-71 �
Date Cmp It d LEVATIONe 1128.410 (ADJ.9-t3-821 N/A ��• CAL�� R.C.E. No. 46804 6-30-03
Expires R.C.E. No. 19744 Expires 9-30-01 B R O O K H A V E N PHASE 7 Sheet 1 of 2
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PLOT DATE:30-JUL-2001 JN 13212
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1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Sm Dlw mm" onmr
Ca N at least 2 working days prior to excavating. VERIFY IN FIELD.
1283 University Ave.,Sb.240•>Rtwrii,CA 22307-3412•('202)722-OW•FAX (202)722-0723•www.t*@q o=
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: 00 S� Designed by Drawn by Checked by
SCALE Drawing No.
� EHP EHP EMR RECOMMENDED BY: DATE: ��L �/
M CITY OF T DEPARTMENT OF PUBLIC WORKS
Horizontal -`' �:
Contractor v P Ions repared Under Supervision Of
No.�s°4 � ACCEPTED BY: DATE: �' zv PRECISE GRADING PLANS
SEE SHEET N0. 1 1�=20' Exp-6`30-03 Date `7 RONALD J PARKS
Inspector TRACT N0. 2$482-2
Vertica I EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
Date Cm It'd Cr V 1` d �' 46804 - - L 0 T NOS. r ,
p N/A OF cA��F R.C.E. No. fi 30 03
22-25 42-48 55-56, & 70-71 �
Expires R.C.E. No. 19744 Expires 9-30-01 1"' B R O O K H A V E N PHASE 7 Sheet 2 of 2
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PLOT DATE:30-JUL-2001 A 13212