HomeMy WebLinkAboutLot 96-106 Precise Grading IN THE CITY OF TEMECULA
GENERAL GRADING NOTES WORK TO BE DONE
I I?ECISE GI?ADIIVG PLAIVS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, APPENDIXACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
2. MINIMUM BUILDING PAD AND DRAINAGE SWAL E SLOPE SHALL BE = 1%. TRACT NO . 2 LOT N 96 - 106 BOOK").
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. CYPRESS PAINT PHASE 7 PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL 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
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
N UNDER THE SUPERVISION OF A COMPETENT SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
5. ALL GRADING SHALL BE DONE U 'qO
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
c� SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
FILLS OVER 1 DEEP. IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY O� TEMECULA'S .� y.<<c�` TEMECULA WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OFc, �`�, WAY CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR ��+ tib' t��'
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �'R NO � 29-482� •� •� "'� S Fq COMPLETE RESPONSIBILITY FOR JOB-SITE COND I T I DNS DURING THE
LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. �' e IT �� 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 0 STORM FLOWS. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
�� G THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ALONG TOP OF CUT SLOPES OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATERLIABILITY. REAL OR ALLEGED+ IN CONNECTION WITH THE
THAN ONE FOOT. CALIF IA PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF c THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON d ASSOC. DATED V2 JANUARY 30, 1998 AND AS GRADED REPORT OF ROUGH GRADING RANO q-Pj�, UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
( � �
DATED SEPTEMBER 7. 2000. TWO SETS OF THE FINAL COMPACTION � ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
�� A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
�
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH ��L� ������ � 15 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 9•T TENNECULA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 7� �,� � ���T � � � � � � 2 27 N.T.S. ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
OF THE PRELIMINARY SOILS REPORT. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
95 � 3 2 1 3� 2 9 2 6 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 4 2 5 DAMAGE OR PROTECTION TO THESE LINES.
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 94 � VICINITY MAP
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDINGp OC 35 W1....
PERMIT FINAL INSPECTION FOR EACH LOT. 93 2
PHONE: (909) 694-6411 925 464 8 95 51 3 SITE LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 91 77 43 44 22 TOP OF WALL ................................................................................. TW
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 90 78 53 2 21 TOP OF FOOTING ............................................................................ TF
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 4 2 5 5 tT1
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE S9 79 58 5 5 20 3> TOP OF CURB ELEVATION------------------------------------------------------------------ TC
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 8841 19 C) PAD ELEVATION ............................................................................... PE
C>
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 80 40 59 18 FINISHED FLOOR ELEVATION ................. ...._____ FF
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 81 6 6 66 V1 FINISHED GRADE ELEVATION ____________________________________ _ __
MATERIAL. 86 82 37 38 39 3 4 17
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 85 60 61 6 16 � HIGH POINT .................................................................................... HP
THE TERRAIN MUST BE CLEARED9 KEYED• AND BENCHED INTO FIRM NATURAL 83 67 TOP SLOPE ____________________________________________________________________________________ TS
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 8 4 69 68 15 .................................................
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 111 110 70 FLOW LINE ............................... FL
PARK SITE 72 14TOP OF GRATE ELEVATION ----------------------------------------------------------------- TG
14. DURING ROUGH GRADING OPERATIONS AND PR I DR TO CONSTRUCTION OF 76 GARAGE FINISH FLOOR ELEVATION ___________________________
GF
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD ;° 13
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 75 74 11 12 EXISTING ELEVATION --------------------------------------------------------------------- 19/701
PROPERTIES.
73 8 9 - J FIRE HYDRANT LOCATION --------------------------------------------------------------•. ►0�*N
45. DUST SHALL BE CONTROLLED BY
WATERING OR OTHER APPROVED METHODS. r
/ 1 2 3 4 5 _ - STREET LIGHT ------------------------------------------- -
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO / DIRECTION OF DRAINAGE FLOW ...................................
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES / ;
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT AND WALL (BY SEPARATE PERMIT) ...............................
ADJOINING PROPERTIES DURING GRADING OPERATIONS. / 'f -� INDEX MAP
APPROXIMATE LOCATION OF ELECTRIC METER -----------------------------------------
SCALE:
........................................SCALE: 1'=200'
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ................................................................
TENTHS ( 1 ,5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
_ WATER LATERAL AND WATER METER LOCATION _;��____________________________________
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 0
VERTICAL HEIGHT. ELECTRICAL TRANSFORMER .....................................................-------------
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING caw o POWER LINE AND HANDHOLES ..............................................................
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED+ THEw z TELEPHONE SERVICE ____________________
0
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED* THE = a LOT ~ GRATE........................................................................................... ❑
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. a� LINE w ~ AIR VALVE_ ...............................................................................
19. 3' MIN. w
EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA a Cr c� 5' MIN. w a TELEVISION PLATFORM ......................................................................
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. U-j ~w
r Cr°C (4 zw BACKWATER VALVE --------------------------------------------------------------------------
SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. z oo W
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION L 0 0 3' MIN. 1' c)o
AIR CONDITIONER LOCATION ...............................................................
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON 2y" M1N.
CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL Z1y. MAX• GRADING TOLERANCE NOTE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW % MNI .
PREVENTION DEVICES PER U.P.C. + CHAPTER 10.R. �1% MAX. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
GRADED ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. GRADED 6'MIN. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
LOT FG. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE A
PERMITTED.
NOT TO SCALE INDICATES LOT NUMBER ESTIMATED EARTHWORK QUANTITIES
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 2 3 INDICATES PAD ELEVATION NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
1 PE=1199.0 PE=1199-0 INDICATES FINISH FLOOR ELEVATION PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FG PE=1199•0 FF-1199.7 FF=1199.7 INDICATES BUILDING TYPE
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE BACK OF SDWLK ER LAN FF=1199.7 - 3 NO. LOTS CY/LOT TOTAL
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY _ 11 15 165
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FG _ ---�---
TC ER AN _- ;f-y-" -'�� z_ INDICATES GARAGE FLOOR ELEVATION OWNER /
PER PLAN .�--- 1/. MIN. '
Gf=1199.0 GF=1199.0 GF=1199.0
R TEMEKU HILLS DEVELOPMENT PARTNERS L•P• r
A CALIFORNIA LIMITED PARTNERSHIP
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CURB PER PLAN NATIONAL CITY. CALIFORNIA 91950
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CALL Q - UTILITY SERVICE POINT LD 02-026 G R
BEFORE
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1-800-227-2600
NOT TO SCALE
UNDERGROUND SERVICE ALERT Tucom
Sm n� Ri,r�e�atae orsn�e ��
CaMat bast 2 working days prior to excavating.
1228 CJnirrrsity Ave.,Ste.240•Rimtei CA 92507-8411•"9)792-0707•FAX (909)MOM•wwMr. .aeen
DATE BY REVISIONS DATE ACC'D BENCHMARK:
SEAL. Designed by Drawn by Checked by Drawing No.
CONSTRUCTION RECORD SCALE �5�
H EHP EHP EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
5-13.02 RSG PE VI SED PA D i5L•E V. O/V LOTS 2 TY OF RIVERSIDE B.M.T-29-81
°)!o X17, 9 8 9e,) 2-1I2•BRASS DISK IN CONCRETE CYLIPQER, Horizontal 0 3 P la re red Under Supervision Of u
Contractor IN THE N.W.CORNER OF THE INTERSECTION mit w No.46804 ^ ACCEPTED BY: DATE: a L
OF RANCHO CALIFORNIA RD.WITH MARGARITA 1'=200' Exp.6-30-03 �7� PRECISE GRADING PLANS
RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' Date RONALD J. PARKS
Inspector NORTH OF P.P.(NO NUMBER),94'NORTH �c EDWARD MICHEL 6TICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO 28482-3 LOT NOS. 96-106
OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical
RD. SET FIBERGLASS WITNESS POST 1.0' '�,4 CI V IV ��r
Date Cm It'd WEST OF MONUMENT. N/A a� cA��Fo� R.C.E. No. 46804 Expires 6-30-03 19744 r 9-30-05 CYPRESS POINT PHASE 7 S eet 1 of 2 1
p ELEVATIOW 1128.410 (ADJ.9-13-82) R.C.E. NO. Expires
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PLOT DATE:07-MAR-2002
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CALL CAUTION:
LD 02-026 ,GR
BEFORE Wic ]ENGINEERINGYOU DIG! EXACT LOCATION OF EXISTING SCALE: V - 20' K COMPANY
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO r� n" Sen Diep Riverside orome Phoenix Tucson
Ca it at bast 2 working days prior to excavating. VERIFY IN FIELD.
20 O 20 40 1223 University Ave.,Ste.240•RiveseWa,CA 92507-3418•(0782-0707•FAX (W@1782-07n•www.rl imigem
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by ,
CONSTRUCTION RECORD SCALE 5� 3 d2 Drawing No.
Ec I REvrsEr) PA o ec.E�, oAv �or5 D BCH EHP EHP EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
5-13-01 fi M EL �,
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Contractor CO' �' $ 0)C) Horizontal �, �� ,
o No. 46804 � P repared Under Supervision 0f
� z � ACCEPTED BY. • �
W DATE. PRECISE GRADING PLANS
SEE SHEET N0. 1 1�=20� Exp.6-3o-03 Date Z-- RONALD J. PARKS - ,
Inspector EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28482-3 LOT NOS. 96-106 w
Vertica I %f>, CI v«. �r
Date Cmp It'd N/A f Cr oA,%oFR.C.E. No. 46804 Expires 6-3o-03 ,�, CYPRESS POINT PHASE 7
R.C.E. No. 19744 Expires 9-30-05 Sheet 2 of 2
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PLOT DATE:07-MAR-2002 JN 13212