HomeMy WebLinkAboutLot 56-63, 78 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 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 TRACT NO . 28482 - F L0T N0S ■ 5 � - � � 9 STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE
A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. g( 78 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( GREEN
BOOK").
1
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . CASTLE PINES PHASE I '
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 STORM DRAIN EASEMENT ,�t4 TEMECI�A WITH SAID REGULATIONS AND ORDERS.
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �,
LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. �L ���►�, WAY CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
�►ti c,�t. F COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, SEWER EASEMENT SITE q� COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
ALONG TOP OF CUT SLOPES. ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
8 -� �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
N 6 LIABILITY, REAL OR ALLEGED+ IN CONNECTION WITH THE
9. ALL GRADING SHALL BE DOE 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 �9
SEPTEMBER 14,2000. 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 ANC 7�r� UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION v ' A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 13 1 '� ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
OF THE PRELIMINARY SOILS REPORT. �� 'qQ 15 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
10. THE CONTRACTOR SHALL NOTIFY THE14 2 8 �� �� �� TEWCMA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ENGINEERING DEPARTMENT AT LEAST 24 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 15 4j (Q� 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 33 ►� qi� DAMAGE OR PROTECTION TO THESE LINES.
�o '�
PHONE: (909) 694-6411 17 26 % VICINITY MAP
11 . CUT SLOPES EQUAL TO OR GREATER THAN 51 IN VERTICAL HEIGHT AND FILL 18 25 35 �o LEGEND
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE 24 8 5 Cp
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 23 84 SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 0 3 7 TOP OF FOOTING TF
2 22 83 1 111
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 38 �� � SITE
TOP OF CURB ELEVATION ----------------------------------------------------------------- TC
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS S2 �, PAD ELEVATION ______________________________________________________________________________- PE
MATERIAL. 39 80 79 60
GOL5 COURSE 8 1 FINISHED FLOOR ELEVATION --------------------------------------------------------------- FF
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, \ FINISHED GRADE ELEVATION ..................................... . ........... FG
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL 19 NO J 2,33-11 15 (51 0 Ep \ HIGH POINT ____________________________________________________________________________________ HP
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 41 (P t31
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 01 42 51 N LA TOP SLOPE ____________________________________________________________________________________ TS
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF FLOW LINE __________________________________________________________________ _________________ FL
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD �3 TOP OF GRATE ELEVATION _________________________________________________________________ TG
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 4 0
41
PROPERTIES. 49 GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GF
• EXISTING ELEVATION (9V70)
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. uj 0 4 8
mwo
0- z z FIRE HYDRANT LOCATION Wpm
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO = ? c 4 7
UJ
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES '- o LOT � 4 6 STREET LIGHT .............................................................................
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT LINE w '-``
PROPERTIES DURING GRADING OPERATIONS. a c� 5' MIN. 3' MIN. 4 5 m DIRECTION OF DRAINAGE FLOW --------------------------------------
ADJOINING
w �z w �W RETAINING WALL (BY SEPARATE PERMIT) _______________________________
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- � i� � =a
( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 0 0 3' MIN 1' w o w C7 APPROXIMATE LOCATION OF ELECTRIC METER _________________------------------------
TENTHS 0
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 6 �-
VERTICAL HEIGHT. 2y MIN•
y- MAX- SEWER LATERAL LOCATION ---------------------------------------------------------------- S
MI 21 f WATER LATERAL AND WATER METER LOCATION ....................................... Q
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2127.7. N. ELECTRICAL TRANSFORMER .................................................................
MAx
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE • "'U
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN GRADED )> POWER LINE AND HANDHOLES .........................................
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE 6'MIN. LOT FG. 7"R N 0 4 22 ---- 0
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GRADED 7C LOT FG. TELEPHONE SERVICE ......................................................................... Q
� GRATE ❑
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA n INDEX MAP ------------------------------------------------------------------------------------------.
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. A < SCALE: 1'=200' AIR VALVE_
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TD GROUND CDVER, NOT TO SCALE
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION TELEVISION PLATFORM ...................................................................... (15
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES. 20' ON _ BACKWATER VALVE ------------------------------- - - - ---------
CENTER: COMB I NAT I ONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW / AIR CONDITIONER LOCATION
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 7lrR 10) _ GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
LESS THAN r4 PER FOOT FOR A MINIMUM OF 3 FEET. a J ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 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 RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD BACK OF SDWLK 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 --�---
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE TC AN -- MIN:--_ +^ i INDICATES LOT NUMBER NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN �� - 1�' 2 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. FF=1199.7 PE=1199.0 INDICATES FINISH FLOOR ELEVATION N0. LOTS CY/LOT TOTAL
��r � HPPE_1199.0 2 FF=1199.7 INDICATES BUILDING TYPE 9 15 135
CURB L N FF-1199.7 c 3
CONSTRUCTION NOTES AND QUANTITIES /
r
Oi THROUGH THE CURB DRAIN 1 EA S 10' (TYP)
- : .•�- P L N 12.0% MIN ;
SEE DETAIL THIS SHEET
MAX '
2 INSTALL 4'PVC (CL 150) Q 1.00% MIN F FG PER PLAN z �-1199"0 INDICATES GARAGE FLOOR ELEVATION
0 127 LF ER PLAN
3 INSTALL 3'PVC (SCHEDULE 40) Q 2'/. MIN 10 LF -_ j LAN/1 GF=1199.0
0
TC MIN• 5' MIN.
' MIN. 1/ MIN. F
._�-
PER PLAN - ---- -- - ---, ----J J
GF=1199.0
FIG Q
P PLAN DEEPENED FOOTING o
AS REQUIRED.
Q - UTILITY SERVICE POINT
DIG ALERT
ED TM TYPICAL LOT GRADING DETAIL N R/w
CALL NOT TO SCALE
BEFORE •
..
LD 01- 154 GR
+
YOU DIG! .� . . . . � .. .. .. .. ,. .. .... .,-• ..
1-800-227-2600
CURB & GUTTER FJCK ENGCCWANY
UNDERGROUND SERVICE ALERT San >w Event& oraw PhoeWx TUCIM
Ca b at least 2 working days prior to excavating. 1223 Unity Ave.,Sa.240•Rim,CA 82807-3418•(M)M-oro?-FAX (W@)782-07n•wwwyWmagnm
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: s/ Designed by Drawn by Checked by 10
SCALE Drawing No.
COUNTY OF RIVERSIDE B.M.T-29-e1 %CH EHP EHP EMR RECOMMENDED BY: DATE: /z A01
M �c CITY OF T DEPARTMENT OF PUBLIC WORKS
2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal 1� �� �-0 Prepared UnderSupervision
Contractor IN THE N.N.CORNER OF THE INTERSECTION w No. 46804 ^ p Of - O/
OF RANCHO CALIFORNIA RD.WITH MARGARITA ACCEPTED BY. DATE.
RD. 1.0'EAST OF A 7.0'C.L.FENCE.,40' 1'=200' Exp.6-30-03 Date RONALD J. PARKS - PRECISE GRADING PLANS
Inspector NORTH OF P.P.(NO NUMBER),94'NORTH 28482-F
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OF THE CENTER LINE OF RANCHO CALIFORNIA VertiCa I EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N 0■ 2 8 4 8 2-F L 0 T NOS. 5 p^"'p 3 OC 8
RD. SET FIBERGLASS WITNESS POST 1.0 �► CIV 1�- ��'
Date Cmp It'd NEST OF MONUMENT. 4� o�� 46804 Expires 6-30-03 ��, CASTLE PINES PHASE 1
ELEVATION: 1128.410 (ADJ.9-13-82) N/A Cr CA1-�F R.C.E. No. p R.C.E. No. 19744 Expires 9-30-05 Sheet 1 of 2
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29.7 FL ,�• a89 7 FG '�• :n
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INSTALL POLYETHYLENE
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CL 18' / 1 0 19 - 'QUICK JOINT'OR EQUAL
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FF=1289.5 � A ` � �
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CAUTION: EXIST R-WALL � - - -- _ . - _ .� �� � - _ . �� .
CONSTRUCTION NOTES AND QUANTITIES
EXACT LOCATION OF EXISTING EXIST 2:1 SLOPE c O'T - » _ w a -- _ THROUGH THE CURB DRAIN 1 EA
UNDERGROUND FACILITIES IS SPACE `' M - _ . -- _ _ - X - SEE DETAIL THIS SHEET
UNKNOWN. CONTRACTOR TOllw _ _ _ _ -
VERIFY IN FIELD. _._ _ .. . _.. ... ._ r � � ... w .. _ _. .. �.� .. ... �
0 INSTALL 4 PVC (CL 150) 0 1.00% MIN 127 LF
_. _ .,. .. ._ ti .• _ _ ._ µ_ : : -_ ~ ''' _ - M - 03 INSTALL 3'PVC (SCHEDULE 40) Q 2% MIN 10 LF
DIG ALERT
TM
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ED
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CALL w - L01-154BEFORE - M��`Q D GR
YOU DIG!
w x RICK ENGINEERING ANY
1-$00--227-260o SCALE: �•- 20' _ ._ _ ,. _. _ _. ... � � � . . . - �- � W . � ::� �� � - - - . , . ..
UNDERGROUND SERVICE ALERT _ 1 r W . - son al"o x►�as � rhe r
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Callat least 2 working days prior to excavating. 20 0 20 40 7m
1223 University Ave.,sm.240•Riverri&,CA 92507-3418•(M)M-=7•FAX (W9)782-M3•www.rickm%
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: CESS, Designed by Drawn by Checked by
SCALE DATE. � � Drawing No.
EHP EHP EMR RECOMMENDED BY: •
M Ec CITY OF T DEPARTMENT OF PUBLIC WORKS
Horizonte I -y �� �: P Pre ared Under Su ervision Of
U
Contractor c� � P P
W No.46804 � ACCEPTED BY: DATE: /Z&90 i
SEE SHEET No. 1 18=201 Exp.6-30-03 Date a RONALD J. PARKS f" PRECISE GRADING PLANS
Inspector Vertical EDWARD MIC RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28482-F LOT NOS. 56-63 & 78
Date Cm lt1d
%f>,� �� �` o���r 46804 6-30-03 CASTLE PINES PHASE 1
N/A CAL R.C.E. No.
P q� �F
Expires R.C.E. No. 19744 Expires 9-30-05 i;e' Sheet 2 of 2 '
Gadd_13212\212pgd 193.dgn PLOT DATE: I5--NOV-2001 A 13212