HomeMy WebLinkAboutLot 8-10 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE+ APPENDIX WORK TO BE DONE
CHAPTER 339 AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP ANDBE CONSTRUCTED STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE
A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. TRACT NOm 2 LOT N 8 _ 10 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( GREEN
BOOK").
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . CASTLE PINES MODELS & LOT NO . 7 PARKING
PRIVATE ENGINEERS NOTE TO CONTRACTOR
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
FILLS OVER 1 ' DEEP. REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S & SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR ,�4Q� TEWCULA WITH SAID REGULATIONS AND ORDERS.
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO ! WAY
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. �cv� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
�► c,�C. COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS. SITE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
ALONG TOP OF CUT SLOPES. SIT C 8 �, ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
G -{ " F CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 7/ , �, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
THAN ONE FOOT. 9 �� OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
6 LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 10 5 CALIFORNIA PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
JANUARY 309 1998 AND AS GRADED REPORT OF ROUGH GRADING 11 4
September 1492000. TWO SETS OF THE FINAL COMPACTION 3 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 12 2 ANCH 4,Qf� UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION C� 9� A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 13 � 1 O ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
OF THE PRELIMINARY SOILS REPORT. 0 qa 15 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
142 8 �� .`O T�ECULA ALL N. THE UTILITY ANDTRRRIGATIONACTOR LL BE COMPANIESOPRIORETOOWDRKTORYING
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 15 `4-j� 01 � N.T.S. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 7 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY
PERMIT FINAL INSPECTION FOR EACH LOT. 16 3 3r� t0 qi� DAMAGE OR PROTECTION TO THESE LINES.
PHONE: (909) 694-6411 7
1 26 34 14\ �o � '� VICINITY MAP
1 `L �o �
25
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 18 35 '` �6 D� LEGEND
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE 24 85 �tK tQ
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 19 36 �''� TOP OF WALL _________________________________________________________________________________ TW
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 023
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 3 7 84 C0 TOP OF FOOTING ____________________________________________________________________________ TF
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 3 8 ,` �p
2 22 83 � �p1 TOP OF CURB ELEVATION ----------------------------------------------------------------- TC
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 82 PAD ELEVATION ______________________________________________________________________________. PE
MATERIAL. 39 80 7g 60
ODS GOURSf� 81 FINISHED FLOOR ELEVATION ............................................................... FF
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 4 0 01sq \ FINISHED GRADE ELEVATION ............................................................... FG
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL rR NI) a 233-11 - 15 CP (In �,
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 4 1
01
01 ('110-) HIGH POINT HP
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 2 51 1 � TOP SLOPE ____________________________________________________________________________________ TS
4
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 4 FLOW LINE ----------------------------------------------_--------__.......__ _ --------- FL
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD O TOP OF GRATE ELEVATION ________________________________________________________________. TG
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT
PROPERTIES. 4 49 GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GF
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. C) 48 EXISTING ELEVATION --------------------------------------------------------------------- (9170)
C1
w z ? FIRE HYDRANT LOCATION ---------------------------------------------------------------- ►Q�*N
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO = W = "` 4
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES �" o LOT ~ 0 4 6 STREET LIGHT ............................................................................. 00
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT LINE W ~U_
w vo 45 m DIRECTION OF DRAINAGE FLOW ------------------------------------------- - --- ---
ADJOINING PROPERTIES DURING GRADING OPERATIONS. _ , 3 MIN. a w
w CE 5 MIN. W PW RETAINING WALL (BY SEPARATE PERMIT) _______________________________
LJ
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- V �
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE w CD
o 0 3' MIN. 1' o APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ D
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN c)�-
VERTICAL HEIGHT. 2"/• MSN• � SEWER LATERAL LOCATION __________________________________ _____ ___ _ __ __ ❑
2�% MAX• I cn WATER LATERAL AND WATER METER LOCATION ....................................... 0
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2 j M1N. ELECTRICAL TRANSFORMER
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE " MAX ---------------------------------------------------------------
' GRADED
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN POWER LINE AND HANDHOLES .............................................................
LOT FG. O
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE GRADED 6"MIN. 7R No ,;� 2
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LOT FG. TELEPHONE SERVICE ......................................................................... ❑
T
INDEX MAP GRATE .........................................................................................., ❑
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA A
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SCALE: 1'-200' AIR VALVE________________________ __ _ __ _ __
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. NOT TO SCALE -- - ^ -- --- ------- --------
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION TELEVISION PLATFORM ......................................................................
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON - BACKWATER VALVE .......................................................................... Q
CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL _ AIR CONDITIONER LOCATION -------------------------------------------- .........
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW / �-
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 7 J GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
LESS THAN 4 PER FOOT FOR A MINIMUM OF 3 FEET ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE OPTIONAL LOGGIA OPTIONAL STUCCO BALCONY CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
PERMITTED. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
FG ,T- RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
BACK OF SDWLK PER LAN
' I
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. _ ESTIMATED EARTHWORK QUANTITIES
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE L N __--�--__ -
• '
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE TC ---_� --��• MYN� r� INDICATES LOT NUMBER NOTE. ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN G PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY R/W .--' ' PE=1199.0 3 INDICATES PAD ELEVATION
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PE=1199 0
PE-1199.0 FF=1199.7 FF-1199.7 INDICATES FINISH FLOOR ELEVATION N0. LOTS CY/LOT TOTAL
CURB ':_ � ,' � HP FF-1199.7 2 3 INDICATES BUILDING TYPE 3 15 45
CONSTRUCTION U C�. NOTES � - L 1 PARKING 80 80
ONS R ION & QUANTITIES •
TOTAL 125 CY
a1 PLACE 3#AC PAVEMENT OVER 73 TON
4'AGGRAGATE BASE 50 CY F 10' (TYP)
PER L 12.0% MIN
Q CONSTRUCT 6"AC BERM 175 LF , FG
ER PLAN F PER PLAN � �-1199'0 INDICATES GARAGE FLOOR ELEVATION
PLACE 4' PCC WHEEL STOPS 7 EA LA GF=1199.0 GF=1199.0
�
D4INSTALL 4"PVC SCHEDULE 40 11 LF TC � � � � `-/ MIN• 5' MIN. 3' MIN. f-�
F
Q 1.0% MIN ��~ - -- -- __ _1/. MIN. __ -
PER PLAN -~� a GF-1199.0
F DEEPENED FOOTING w
LAN AS REQUIRED.
Q - UTILITY SERVICE POINTcL
DIG ALERT a "'
o >_ c �n
TYPICAL LOT GRADING DETAIL R/w
CALL NOT TO SCALE
4 41 4k LD 01- 136 GR
BEFORE
You DIG! • • - - • ..• - .. . ., .,
100-227-2600
CURB & GUTTER `.SCK ENGG CONVANY
UNDERGROUND SERVICE ALERT ym &m n:ew Rig& omw rhe rum
Call at least 2 working days prior to excavating. 1223 University A.e.,Sim.240•Rfre si&,CA 92507-9418•(9N)782-Wm-FAX (M)782-as•WWW.rkkm&C=
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by 40
CONSTRUCTION RECORD - EHP EHP EMR RECOMMENDED BY
SCALE : p Drawing No.
COUNTY OF RIVERSIDE B.M.T-29 81 4%CHE[ DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS
2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal _1 P� ��
Contractor IN THE N.W.CORNER OF THE INTERSECTION v P b Prepared Under Supervision Of
� No.468O4 ACCEPTED BY: DATE:
WITH MARGARITA PRECISE GRADING PLANS
OF RANCHO CALIFORNIA RD.
RD. 1.0'EAST OFA 7.0'C.L.FENCE 40' 1'=200' Exp.6-30-03 Date _ __ _____ ____ RONALD J. PARKS
Inspector TH
OFRTH OF P.PTHE CENTER.
�I E OFBRANCHO CA IFORNIA EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28482-F LOT NOS. 8- 10
RD. SET FIBERGLASS WITNESS POST 1.0' VertiCa I .5�' CI V I%.
Date Cmp It'd WEST OF MONUMENT. - N/A a� CAL�F� R.C.E. No. 46804 Expires 6-30-03 19744 9-30-05 , CASTLE PINES MODELS & LOT NOm 7 PARKING Sheet of
ELEVATION: 1128.410 (ADJ.9-13-82) R.C.E. No. Expires 1 2
gi\d-13212\212pgd 182.dgn
PLOT DATE:27-SEP-2001 JN 13212
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FIG CONSTRUCTION NOTES & QUANTITIES - _ - _
01 PLACE 3#AC PAVEMENT OVER 73 TON
4"AGGRAGATE BASE 50 CY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DIGALERTQ2 CONSTRUCT 6'AC BERM 175 LF
In TM PLACE 41 PCC WHEEL STOPS 7 EA SCALE: V= 10'
(a) INSTALL 4'PVC SCHEDULE 40 11 LF
CALL CAUTION: a 1.07. MIN 10 0 10 20 LD 01- 136 GR
BEFORE SCALE: 1' 20'
YOU DIG! EXACT LOCATION OF EXISTING Mp
1-800-227-2600 UNDERGROUND FACILITIES IS 11 1 1 1 RICK ENGINTEMUNG C011/IPANY
20 0 20 40
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO San DIW Event& OraW rhoewx Tucom
CoNat least 2 working days prior to excavating. 7m
VERIFY IN FIELD. 1223 University Ave.,Ste.240 Rimae,CA 92507-3419-(SM)782-0707 FAX (908)782-0723 wwwjk&an&c=
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL. F0''1".:SS1 Designed by Drawn by Chocked by
SCALE IV ` I "-I,/ Drawing No.
CH EHP/EMR EHP EMR RECOMMENDED BY: DATE: S
CITY O F T EMECULA DEPARTMENT OF PUBLIC WORK
Contractor Horizontal CID Prepared Under Supervtslon Of I
&I w 46804 1pr Inspector SEE SHEET NO. 1 1"=20' Exp.6-30-03 7- Date ACCEPTED BY: RONALD J. PARKS DATE: PRECISE GRADING PLAN
DIRECTOR OF
Vertica I EDWARD mickCRATICAN DEPUTY DIR PUBLIC WORKS TRACT NO. 28482-Ft Le
J>' C VIL
Date Cmp It'd N/A 4 Cr cof R.C.E. No. 46804 Expires 6-30-03 CASTLE PINES MODELS LOT NOS, 8- 10P
R.C.E. No. 19744 Expires 9-30-05 LOT N 0. 7 PARKING Sheet 2 of 2 1
GAd_13212\212pgd 18 I.dgn PLOT DATE:26-SEP-2001 JN 13212