HomeMy WebLinkAboutLot 7 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECU A
L , CALIFORNIA WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
33. AS AMENDED BY ORDINANC -
E 93 04 ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
2 H -
STANDARDS AND SPECIFICATIONS+ AND THE LATEST EDITION OF THE
. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 11%. PRECIS �E GRADING PLANSTANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP ANDBE CONSTRUCTED BOOK").
_ 1 4 LOT 7
' PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . I
4. PROVIDE 5' WIDE BY 11 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
FILL SLOPES OVER 5� HIGH. c / I THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
/
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
I SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY � Q` TEMECULA / REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
FILLS OVER 1 ' DEEP.
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL ��. ��' WAY / 14 I CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
�• /
SITE I SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
S� /
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
�►� / 1 5 � WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF /
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR j CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO G / COMPLETE -
�� I CO LEE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
LINE. GRADE+ ELEVATION AND LOCATION OF CUT FILL SLOPES. / COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
7. PROVIDE A BROW DITCH+ DESIGNED TO HANDLE 100YR Q STORM FLOWS, CALIF 1A INDEX MAP / 16 I ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
ALONG TOP OF CUT SLOPES. SCALE: 1' = 100' / CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS+ AND
THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE
OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER �Pp �c� /, I LIABILITY* REAL OR ALLEGED+ IN CONNECTION WITH THE
THAN ONE FOOT. RANCH 'pr�� 00L5 COURSE 1 7 � 1 3 � I PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF15 /
I RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
LEIGHTON & ASSOC. DATED JANUARY 30. 1998. TWO SETS OF TEWCULA '� 8► I UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
1 2 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING / I E
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS N.T.S. SITE ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH INOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. VIC 1 1 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
INITY MAP I
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
/ 1 9 I EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE / AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING / � Q I DAMAGE OR PROTECTION TO THESE LINES.
PERMIT FINAL INSPECTION FOR EACH LOT.
I GOLF COURSE PHONE: (909) 694 6411 Zo 6
11 . CUT SLOPES EQUAL TO OR GREATER THAN ' �/ 24 LEGEND
5 IN VERTICAL HEIGHT AND FILL ` '` ' I
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 2 3 TOP OF WALL TW
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 22 i 8 I --------- ------------ - - -- - - - ------- - -- ----
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE
BOTTOM OF WALL -----------------------•-----------------------------------..."•-------------_.. BW
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 21
I
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS TOP OF CURB ELEVATION--------------------------------------------------------------------- TC
MEK
U Q
BEEN CLEARED OF WEEDS+ DEBRIS, TOPSOIL. AND OTHER DELETERIOUS �l`/E I 5 PAD ELEVATION --"--------------"."-"--.------------".""----------.---•-•-------------------•----
PE
MATERIAL.
9 I FINISHED FLOOR ELEVATION .................................................................. FF
I FINISHED GRADE ELEVATION
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. ---•--------------------------------------- ...................... FG
4 HIGH POINT HP
H TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL _ _ _ __ __ ___ _ __ ____ ____ _ __ _ ______ _ _____ ____ _______ _
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A I TOP SLOPE TS
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 3 I - -- - ---------------- •---------------- -----------------------•---------------
7R N0 J 23371 FLOW LINE FL
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF I TOP OF GRATE ELEVATION TG
PERMANENT DRAINAGE STRUCTURES+ TEMPORARY DRAINAGE CONTROL SHOULD -----•---------------------•--------------. •---------------------
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT I GARAGE FINISH FLOOR ELEVATION .......................................................... GFF
PROPERTIES. EXISTING ELEVATION ........... ............................................................ l91T01
� I .
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 2 FIRE HYDRANT LOCATION ....................................................
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO STREET LIGHT 0_-
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
I DIRECTION OF DRAINAGE FLOW ...............................................
ADJOINING PROPERTIES DURING GRADING OPERATIONS. RETAINING WALL (BY SEPARATE PERMIT) ................................
APPROXIMATE E
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LAST ONE AND FIVE- OXIMATE LOCATION OF ELECTRIC METER ........................................... ❑
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE � 'ISEWER LATERAL LOCATION ........................ s
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 [N ----------------------• ❑
VERTICAL HEIGHT. . c c WATER LATERAL AND WATER METER LOCATION 0
18• A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING < a``i. a -- ELECTRICAL TRANSFORMER ___
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED+ THE 3 O
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN LOT``' _ ~ I POWER LINE AND HANDHOLES H
W � I
ELEVATION W[TH RESPECT TO ADJACENT GROUND SURFACE IS REQU[RED. THE �; �- � LINE 3' MIN. � �W
TELEPHONE SERVICE ___ _ ___ T[�`
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ~ 5 MIN. a GRATE _______ ____ _ _ _________ ___
!Y(.� W Z
Uj Z WRO rq �� WYZC. acBIRKBLOW OFF ------------------------ ------------------- ------------...............................................19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA Q z o Z wD ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. cC13' MIN. 1' �``' DR, AIR VALVE.o VESLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. F7
OlN. ........................................................................................
SHALL BE PLANTED WITH APPROVED TREES+ SHRUBS, OR COMBINATION ►,iIAX• TELEVISION PLATFORM
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON !y- � ........----" -------------"" ..........__................._N BACKWATER VALVE CENTER: COMBINATIONS+ 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL1� MA - -------- - " """" " ---- - """--""--- '"""""---'--""-"" ""-"
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW x' GRADED
PREVENTION DEVICES PER U.P.C. + CHAPTER 1O.R.
�GRADED 6MIN. LOT Fc. GRADING TOLERANCE NOTE
'
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. 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
rAl%� CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
1 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
PERMITTED. - NOT TO SCALE RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
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 BACK OF SDWLK
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY _ NO- LOTS CY/LOT TOTAL
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LAN r ��
ER - - 1 15
M1N�r� z
w 15
. R/W �
......- INDICATES LOT NUMBER
CURB : • �' IHIP FF=100.0 3 4 INDICATES FINISHED FLOOR ELEV.
LAN 2 FF=100.0
1 PE=99.3 FF-100.0 FF=100.0 PE=99.3 INDICATES PAD ELEV.
I � PE-99.3 o PE=99.3 4 INDICATES BUILDING TYPE
F 2 3
PER LAN 12.0% i
MAX �
ER PLAN FG
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PER PLAN PLAN I =
I FG
ac
•; ' ' - �' MIN. 3' MIN. 1YMIN. LAN "1 10'MIN (TYP) RIGHT OF WAY
DIGALERTFG DEEPENED FOOTING
� LAN AS REQUIRED.
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Q - EXIST. CURB AND GUTTER
UTILITY SERVICE POINT (" w
CAIN,
BEFORE TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS GR
YOU DIG! NOT TO SCALE
LD 99-083 NOT TO SCALE
1-800-227-2600 - FJ(X ENGREERM COMNM
UNDERGROUND SERVICE ALERT 3050 Cnlaago Avenue
Suit. 100
a a least working days prior to excavating.
Riverside,
California 92W? (WO) T82-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESS► Designed by Drawn by Checked by
COIkITY OF RIVERSIDE B.M. T-29-6I EH EH EMR RECOMMENDED BY: DATE: Drawing
No.
. �� M ACHE �c �► +'f� CITY OF T DEPARTMENT OF PUBLIC WORKS
Horizontal
IN THE N.W. CORNER OF THE INTERSECTION ca 3 � s Prepared Under Supervision Of
Contractor 2-1/2m BRASS DISK I N CONCRETE CYLINDER, � Q .
1 -100 o NO 46804 � ACCEPTED BY: DATE: S
OF RANCHO CALIFORNIA RD. WITH MARGARITA ._ w PRECISE GRADING PLAN
RD 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Exp.6 30 99 s� +Q 9 RONALD J PARKS
Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER Date •
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MIC&L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371- 14 LOT 7
N I TNESS POST 1.0' NEST OF MONUMENT. �4T CIV 1%. ��P
Date Cmpit'd Fo� 46804 6-30-99 � THE MASTERS
ELEVAT IONo 1126.410 (ADJ. 9-13-82) N/A or CAI-XI R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 i
Sheet 1 of 2
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PLOT DATE:17-MAY-1999 JN 13212
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1400-227-2600 UNDERGROUND FACILITIES ISChl0000
100
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 �� A
Callat least 2 working days prior to excavating. VERIFY IN FIELD, co I i fore la bm'r "°" Ttt-0707
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by .
CONSTRUCTION RECORD SCALE p
�ESSIQDrawing o.
`cHE EH EH EMR RECOMMENDED BY: DATE: S �? CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor
Horizontal �% s Prepared Under Supervision Of
1� uj NO.46804 i ACCEPTED BY: DATE: `S
SEE SHEET N0. 1 1'=20' Exp.6-3o-99 Date _ 5�8 PRECISE GRADING PLAN
Inspector ROAD J. ARPUBLIC WORKS
Vertical � � EDWARD MICHEL RATICAN DEPUTY DIRECTORof _ TRACT NO. 23371- 14 LOT 7
Date C It'd sr4lf C1V1�Fd � 46804 Expires 6-30-99 1„' THE MASTERS
mp N/A Cr GU. R.C.E. No.
E p ea R.C.E. No. 19744 Expires 9-30-01 Sheet 2 of 2
ge\d-13212\212pgd45.dgn PLOT DATES 17-MAY-1999 JN 13212
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