HomeMy WebLinkAboutLot 77-79, 90-95, 107-109 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA
WORK TQ BE DONE
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE
TRACT N 8482 - 3 L0T NOS . - (]J STANDARD SPECIFICATIONSFOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED 90 - 95y
& 107 - 109 BOOK ).
A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES.
3 MAXIMUM CUT AND FILL SLOPE 2.1 .
CYPRESS POINT PHASE 8 PRIVATE ENGINEER'S NOTE TO CONTRACTOR
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
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
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS�
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH q� REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL aCALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 DEEP. f 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
.�4Q`
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF TEWC�A WITH SAID REGULATIONS AND ORDERS.q�Q `� WAY
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIORQ�C'�' CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO S�' COMPLETE RESPONSIBILITY FOR JOBSIT
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. -rR N n J 28-482- '��- a BSI E CONDITIONS DURING THE
r IT q�� COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
�, ��, ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS,
ALONG TOP OF CUT SLOPES. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
�`, �,
r� THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALLLIABILITY. REAL DR ALLEGED, IN CONNECTION WITH THE
THAN ONE FOOT. CALIFYA PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 100 101
-t RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 102 ��� THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
JANUARY 30, 1998 AND AS GRADED REPORT OF ROUGH GRADING 9Jill ANC 'Q,tj, UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
DATED SEPTEMBER 79 2000. TWO SETS OF THE FINAL COMPACTION 10 3 '4 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 98 �o ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION GOLF COURSE 97 104 5 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 7 C ��7 � � 2 7 TEMECULA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
OF THE PRELIMINARY SOILS REPORT. 9 6 10 5 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
106 3 2 1 30 292 26 N.T.S. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
HDQRS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 � J16413 4 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 35 25 VICINITY MAP DAMAGE OR PROTECTION TO THESE LINES.
PERMIT FINAL INSPECTION FOR EACH LOT. Efl 2
SITE �'
PHONE: (909) 694-6411 46 4 8 95 51 3 LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 9 44 5 22
4 3 TOP OF WALL TW
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE ---------------------------------------------------------------------------------
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM � T8 53 2 21 TOP OF FOOTING ............................................................................ TF
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 8 9 4 2 5 5 2 0 rr1
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 9 41 58 5 TOP OF CURB ELEVATION---------------------------------".".- -------------.-__ TC
88 $0 19 PAD ELEVATION PE
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 7 40 59 18 � FINISHED FLOOR ELEVATION ............................... .
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL* AND OTHER DELETERIOUS S 1 _____________ ______________" FF
MATERIAL. S6 2 s 39 6 66 17 N FINISHED GRADE ELEVATION ----------------------------------___________ _ _ _ ____ ______ _ FG
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 85 $ 7 3$ 60 6 61 16 "'Z� HIGH POINT ...........................................
__
)> TOP TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL 83 67 TOP SLOPE ---------------_____________________ __ TS
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 84 6 8 15 w
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 111 110 70 69 7� FLOW LINE .................................................................................... FL
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PARK SITE 72 71 14 n TOP OF GRATE ELEVATION _________________________---------------------------------------- TG
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD ........ 7 GARAGE FINISH FLOOR ELEVATION _______________________ __ .._.__________ GF
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT75 13
PROPERTIES. 7410 11 12 EXISTING ELEVATION _____________________________________________________________________ (9170)
737 $ 9 FIRE HYDRANT LOCATION -"
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. � """"""""""""""""""----""""""""""""""""""--....---"""""."....--
16. ALL EXISTING DRAINAGE COURSES S ON THE PROJECT SITE MUST CONTINUE TO 1 2 3 4 5 � STREET LIGHT __________________
/
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES DIRECTION OF DRAINAGE FLOW ............................................ ___
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT - RETAINING WALL (BY SEPARATE PERMIT) ...............................
ADJOINING PROPERTIES DURING GRADING OPERATIONS. / 'f INDEX MAP
APPROXIMATE LOCATION OF ELECTRIC METER ......................................... D
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SCALE: 1'=200'
SEWER LATERAL LOCATION Q
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ................................................................
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN WATER LATERAL AND WATER METER LOCATION ________________________________------
VERTICAL HEIGHT.
ELECTRICAL TRANSFORMER ........................
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING o o POWER LINE AND HANDHOLES Q
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ..............................................................
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN 4 oW. a TELEPHONE SERVICE _________________________________________________________________________ T
_ ❑
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ` GRATE. ❑
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �' LOT -----.......""""".........................................................................
er LINE aC ~LL
� u 3' MIN. �a AIR VALVE.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA a =3 5' MIN. a �z "��� " ��-""""""""" """-"-"'" "'"""""""""""'
ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. ``' w TELEVISION PLATFORM _ ____ _ __ __
W �Z F_ _ _ _ ____ __ ____ __
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, Cr "'~ " =w BACKWATER VALVE
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION u- 0 0 3" MIN. 1' e c Q
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON ~' UU_ MIN• AIR CONDITIONER LOCATION ...............................................................
CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 21�: MAX•
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 2/, M1N �-- EXISTING SLOPE ______________________________________________________________________________
PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 217. M
AX.
20.
FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADED
LESS THAN '/4m PER FOOT FOR A MINIMUM OF 3 FEET. GRADED 6 MIN.-� LOT FG.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE LOT FG. GRADING TOLERANCE NOTE
PERMITTED. rA GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE INDICATESLOT NUMBER ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
2 INDICATES PAD ELEVATION IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE _ PE=1199.0 PE=1199.0 N RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE LFN PE-1199 � DILATES
I FINISH FLOOR ELEVATION FF=1199.7 FF=1199.7
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. BACK of SDwLK FF=1199.7 2 3 INDICATES BUILDING TYPE
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 1 ESTIMATED EARTHWORK QUANTITIES
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. F __�-----�
--�--" . 1 NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
z
TC _ __; - INDICATES GARAGE FLOOR ELEVATION PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
�
PER PLAN .�~ T 1�' MIN. i GF=1199.0 GF=1199.0 GF=1199.0
NO. LOTS CY/LOT TOTAL
12 15
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CURB
N
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ILA
10' (TYP) Ln
PER PLAN 12.OX MIN R/W
.- MAX '
ER PLAN F PER PLAN z
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DIG ALERT �_ 3 MIN_1� MIN.
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CURB GUTTER
TY
L DEEPENED FOOTING
CALLAS REQUIRED Q _
UTILITY SERVI � D O � r �� R
BEFORE CE POINT LD 02-057 GR
YOU DIG! TYPICAL LOT GRADING DETAIL
i-800-227-2600 FjCK ENGINTEEKM QDM"ANY
UNDERGROUND SERVICE ALERT NOT TO SCALE
Callat Fast 2 working days prior to excavating.
Son DIW Yavwd& 01mv PSom ta. Tucmu
1223 Univwdtr Aye.,She.240-Xtvum &,CA 92507-3419-(M)7d-OW-FAX (909)792-0713-wwa rldoeioS.aa■
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ��S/ Designed by Drawn by Checked by
SCALE - Drawing No.
7/22 o2 REG coRREcTED F�OTPR�NT LDT 77 S Z1.d COUNTY OF RIVERSIDE B.M.T-29-81 ICH EHP EHP EMR RECOMMENDED BY: DATE: D-
M � �, CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor 2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal � t� �: � P r pared Under Supervision Of
IN THE N.W.C OF THE T
ORNER INTERSECTION �l � Nb.46804 z �^ S
OF RANCHO CALIFORNIA RD.WITH MARGARITA ACCEPTED BY. DATE: / ®�- PRECISE GRADING PLANS
Inspector NORTH'EAST OF P.PF(NO NUMBER),94'NORTH 1'=200' Exp.6-30-03 Date O L RONALD J. PARKS y _
OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 28482 3
RD. SET FIBERGLASS WITNESS POST 1.0' CIV 1�- �r L o T Nos 77-79, 9 0-9 5, & 107-109 �
Date Cmp It'd WEST OF MONUMENT. ��- a1�� 46804 6-30-03
N/A � CA��F R.C.E. No. Expires
ELEVATION 1128.410 (ADJ.9-13-10 R.C.E. No. 19744 Expires 9-30-05 1;" CYPRESS POINT PHASE 8 heat 1 of 2
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PLOT DATES 07-MAY-2002 JN 13212
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CALL CAUTION:
BEFORE LD 02-057 GR
YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1'- 20'
1-800--227-2600 UNDERGROUND FACILITIES IS �` RICK ENGINEERING COMPANY
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
20 0 20 40 Tm San Diep ltivast& 0mv > �
CaN at IBast 2 working days prior to excavating. VERIFY I N FIELD.
1228 University Are.,she.240•Rtreeside,CA 92W7-U18•0091712-0709•FAX (9AA)782-0M-www.ridc�.aom
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Esse Designed by Drawn by Checked by
SCALE S �z 9
7 2 02
REEK- ► CORRECT FOOrIWIN7"LOT 77 1.1.1 �c EHP EHP EMR
�, � � RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUB Drawin No.
Contractor Horizontal -� � ��: ' LIC WORKS
c, P Ion Prepared Under Supervision 0f
L. u
�+ . No. 46804 i ACCEPTED BY: DATE: �¢
PRECISE GRADING PLANS
SEE SHEET NO. 1 1�=20' Exp.6-30-03 Date � RONALD J. PARKS
Inspector TRACT NO. 28482-3
Vertical �+��� �\' EDWARD MI HEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
LOT NOS, 77-79, 90-95, & 107-109
Date Cmp It'd N/A �q� C�,��F�` R.C.E. No. 46804 Expires 6-30-03 �
R.C.E. No. 19744 Expires 9-30-05 CYPRESS POINT PHASE 8 Sheet 2 of 2
gm\d-13212\212PGD 168.dgn
PLOT DATE:O7-MAY-2002 A 13212