HomeMy WebLinkAboutLot 15-18, 25-26, 67-68, 73-74 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA
CALIFORNIA BUILDING CODE, APPENDIX WORK TO BE DONE
TH
1 . ALL GRADING SHALL CONFORM TO E A
CHAPTER 33, 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 AND BE CONSTRUCTED STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE
SLOPES. TRACT NO . 28482 F LOT N0So 15 - 18925 - 26p 67 - 68p & 73 74 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL LO
BOOK").
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . CASTLE PINES PHASE 6PRIVATE ENGINEER'S 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 IE 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 V DEEP. REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
6-
A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ��Q, WITH SAID REGULATIONS AND ORDERS.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR STORM DRAIN EASEMENT TEMECULA
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TOGlc`' ���, WAY CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. �` 5�� COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS. SEWER EASEMENT SITE qao COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
ALONG TOP OF CUT SLOPES. ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 7z �, 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 5 CALIF IA PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED �440 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
JANUARY 30, 1998 AND AS GRADED REPORT OF ROUGH GRADING 11 4O �►q
September 1492000. TWO SETS OF THE FINAL COMPACTION 3 � ,� 'Qc THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH � ANC � 9�r UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 12 � 2 /� R �q A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 13 � 1 9i� �O ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
OF THE PRELIMINARY SOILS REPORT. �� /� 15 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
14TEMECULA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 28 qf' ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE '�5 (0� N.T.S. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING SITE 2 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON, AND FOR ANY
7 33 � CpSITE DAMAGE DR PROTECTION TO THESE LINES.
� VICINITY MAP
PERMIT FINAL INSPECTION FOR EACH LOT.
�16z6 X01
PHONE: (909 ) 694-6411 �7 34 �`L cps° LEGEND
� �h
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 18 25 35 TOP OF WALL _________________________________________________________________________________ TW
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE w 24 85 �� �O
� TOP OF FOOTING TF
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM J 19 36 �
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE � 2 0 23 84 �0 �, TOP OF CURB ELEVATION -------------------- TC
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. "' 37 8 3
22 � X01 PAD ELEVATION -----------------------.-----------------------------.......------------------ PE
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS U- 38 82 00
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS FF j u 80 79 60 FINISHED FLOOR ELEVATION________________________________________________________________ FF
MATERIAL. , MIN 39 81 FINISHED SURFACE ELEVATION ____________________________________________________________ FS
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, PE 0.7 40 (51 0 FINISHED GRADE ELEVATION ________________________--------------------------------------- FG
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL D=12M 1 STORY GO 5 C0UrRSE 41 c_p �-�` `-�' 0 HIGH POINT ........_____1._--.-..............................____-............................. HP
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 18 2 STORY 7f� O -7TOP SLOPE ..............__-----------------------------------------REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. BOTTOM OF FOOTING 4 2 5 1 N ------ TS
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF g FLOW LINE ____________________________________________________________________________________ FL
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD TYPICAL FOOTING DETAIL 3 0 TOP OF GRATE ELEVATION _________________________________________________________________ TG
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT NOT TO SCALE 44
PROPERTIES. 49 GARAGE FINISH FLOOR ELEVATION ....._-----------------------------------______________ GF
EXISTING ELEVATION _----------- ---------------------------------------------------- (9170)
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o z48
o ca
z z FIRE HYDRANT LOCATION -----------------------------...................................
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO = w = 0 4 7
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES a ~ o STREET LIGHT ____._....-
LOT �� 46
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT �- LINE w
ADJOINING PROPERTIES DURING GRADING OPERATIONS. � C 3 MIN. a o 4 J DIRECTION OFD ...
a �z 5 MIN. ,� �z M RETAINING WALL (BY SEPARATE PERMIT) ________________________.......
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- z� � "'�
LD X APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ D
TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE U- �0 3' MIN. 1' �v SEWER LATERAL LOCATION ________________________________________________________________ D
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN 2% M1N•
VERTICAL HEIGHT. 2i 21% MAX• �,/� WATER LATERAL AND WATER METER LOCATION .................____..................
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 21y MIN. ELECTRICAL TRANSFORMER _________________________________________________________________
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE - MqX• �
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN GRADED POWER LINE AND HANDHOLES ________-----------------------------------___................ D
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 6' -f R N O 4 2
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GRADED MIN. LOT FG. � TELEPHONE SERVICE _________________________________________________________________________ r1l
LOT FG.
INDEXMAP 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 TELEVISION PLATFORM _________________________
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON r BACKWATER VALVE ----------------------------------------------------------- --------------
CENTER;
- ------CENTER: COMB I NAT I ONS, 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 Y - \ 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. cl ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
2OPTIONAL STUCCO BALCONY CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
1 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE OPTIONAL LOGGIA
IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
PERMITTED.
FG RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
C
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD BACK OF SDINL K LAN
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ESTIMATED EARTHWORK QUANTITIES
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE LAN -- --�-
--�-- NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE TC T ' z INDICATES LOT NUMBER
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN ��----�/JMIN. 5 MIN. ; PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
E PROMPTLY R W PE-1199.0 3 INDICATES PAD ELEVATION
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL B PE-1199.0
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FF=1199.7 _1199.7 INDICATES FINISH FLOOR ELEVATION N0. LOTS CY/LOT TOTAL
HP PE=11FF99.0 2 INDICATES BUILDING TYPE 10 15 150
CURBPEARFF=1199.7 c 3
CA
FS 10' (TYP)
PER PLAN 12.07. MIN ;
AMAX
F �
� FG PER PLAN z -1199'0 INDICATES GARAGE FLOOR ELEVATION
ER PLAN ER PLN GF=1199.0 GF=1199.0
TC -�i A/IN- 5' MIN. 3' MIN. FG
1/. MIN. Y GF=1199.0
PER PLAN - -- -- - --__ ____�
AN J
Q
FG DEEPENED FOOTINGw
PER PLAN AS REQUIRED. 71
a - UTILITY SERVICE POINT
DIG ALERTL
O ~ Q N
TM TYPICAL LOT GRADING DETAIL R/w
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CALL NOT TO SCALE
LD 02-109 GR
BEFORE
You DIG' RICK]ENGINEERING CADNVANY
1-800-227-2600 YOU & GUTTER
UNDERGROUND SERVICE ALERT � San Mop xi nide crane. Phoenix TUCOM
Ca M at least 2 working days prior to excavating. 1223 University Ave.,Ste.240-xhw",CA 92907-3438•(WO)7e2-0707•FAX (9N)782-m23-www.rkkeng.om
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ?oFEss/ Designed by Drawn by Checked by
Drawing No.
COUNTY OF RIVERSIDE B.M.T-29-81 CH EHP EHP EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
2 1/2 BRASS DISK IN CONCRETE CYLINDER, Horizonte I P
Contractor IN THE N.W.CORNER OF THE INTERSECTION �i W No. P bns ared Under Supervision Of 46804 � :� ACCEPTED BY: DATE8 n� �` - PRECISE GRADING PLANS
OF RANCHO CALIFORNIA RD.WITH MARGARITA .�
RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' 1'=200' Exp.6-30-03 Date RONALD J. PARKS TRACT N 0 28482-F
Inspector NORTH OF P.P.(NO NUMBER),94'NORTH DEPUTY DIRECTOR OF PUBLIC WORKS
OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical EDWARD MICHEL ATICAN LOT Nos. 15- 18 25--26, 67-68, & 73-74
RD. SET FIBERGLASS WITNESS POST 1.0' CIV 1%- �''
WEST OF MONUMENT. qTf �� 46804 6-30-03 � F
Date Cmp It'd ELEVATION: 1128.410 (ADJ.9-13-82) N/A OF �,,^�F R.C.E. No. Expires "" CASTLE PINES PHASE G Sheet 1 of 3
R.C.E. No. 19744 Expires 9-30-05 r
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PLOT D 05-AUG-2002
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(1285.8 FG) (1285.7 FG) (1285.2 FG) 1284. FG)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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DIG ALERT
TM
CALL CAUTION:
LD 02- 109 GR
BEFORE SCALE: 1'' = 20'
YOU DIG! EXACT LOCATION OF EXISTING RICK ENGINEERING COMPANY
1400-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND 'SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 TM
San Diego Riverside orange I<'hoaaix Tucson
Ca ll at least 2 working days prior to excavating. VERIFY IN FIELD. 1223 University Ave.,Ste.240•Riverside,CA 92507-3418•(309)752-0707•FAx (!09)782-0723•wwwAcken8.cm
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Vf0Ess/ Designed by Drawn by Checked by Drawing No.
EHP EHP EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal �, �Q Plans pared Under Supervision Of oL
No. 46804 � �' ACCEPTED BY. DATE.•
SEE SHEET NO. 1 1'=20' Exp.6-30-03 �i =- PRECISE GRADING PLANS
Date RONALD J. PARKS
Inspector Vertical EDWARD MICHEL ATI AN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28482-F LOT NOS. 67-68 & 73-74 d
'Tf `'V'�F `' 46804 6-30-03 1,�, CASTLE PINES PHASE 6 $
Date Cmp It d N/A OF cA� R.C.E. No.
Expires R.C.E. No. 19744 Expires 9-30-05 Sheet 2 o.......... f
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DIG ALERT
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CALL CAUTION
BEFORE LD 02- 109 GR
YOU nic.! EXACT LOCATION OF EXISTING SCALE: 1' = 20'
IS RICK ENGINEERINGCcmPANY
UNDERGROUND FACILITIES 1-800-227 2600 S
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40
� Sen Diego Riverside Oretye Phoenix Tucson
Ca ll at bast 2 working days prior to excavating. VERIFY IN FIELD. 1223 university Ave.,Ste.240•Rivenkle,CA 92507-3418•(M)7e2-0707•FAX (§N)7e2-0723•www.rickm%.00.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: ESS SEAL: Designed by Drawn by Checked by
SCALE pR� c� Drawing No.
M%CHQ EHP EHP EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
Horizontal = P�
Contractor v 3 � P pared Under Supervision Of
r- � � W No. 46804 � ACCEPTED BY: DATE: 8 �� �' . PRECISE GRADING PLANS
SEE SHEET NO. 1 10=20' Exp.6-30-03 -
Date � � RONALD J. PARKS
Inspector i EDWARD MICHEL RA ICANr jr DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT N0. 28482-F
' Vertical %S>- C1V1'if �`p LOT NOS. 15- 18 & 25-26
Date Cmp It d N/A OF Cp,L\F ' R.C.E. No. 46804 Expires 6-30-03
R.C.E. No. 19744 Expires 9-30-05 CASTLE PINES PHASE 6 Sheet 3 of 3
G:\d-13212\212pgd223.dgn
PLOT DATE:05-AUG-2002 JN 13212