HomeMy WebLinkAboutLot 1-6, 65, 70 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE 1988 CALIFORNIA BUILDING CODE. APPENDIX PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONEACCORDING 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
TRACT NO , 29033 LOT NOS , 1 - 6965 & 70 THE LEGENDS PHASE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
2. MINIMUM BUI -- 13 ��LDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X. 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. I PRIVATE ENGINEERS NOTE TO CONTRACTOR
6 3. MAXIMUM CUT AND FILL SLOPE - 2:1 .
0000000
ow R o war
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL �HATEALLEEMP�OYEESTHESE
AREPLANS
PROVIDED ACONDUCT
PLACETHEIR
TOOPERATIONS
AND THE
FILL SLOPES OVER 51HIGH. PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 25 TJRA N 71 -- 11 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 23 2-4 26 27 0% REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FDR ALL CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
TRACT N O 23371 JJ � 22 2 8 � SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
FILLS OVER 1 ' DEEP. 21 29 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 20 WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF19 - 3 C CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR - 31 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO j � 4r9 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. -47 32 ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS. J7 50 46 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
ALONG TOP OF CUT SLOPES.
J6 51 45 ��f 33 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 J552 -44 Cpl 34 LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
53 3�
PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
THAN ONE FOOT. 14 �3 F RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 13 � 42 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
JANUARY 309 1998 AND AS GRADED REPORT OF FINE GRADING 36 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
DATED APRIL 219 1999. TWO SETS OF THE FINAL COMPACTION 12 55 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH b 4J NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 11 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS JO rJ.7 4 0 37 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
OF THE PRELIMINARY SOILS REPORT. ' oe EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 *0q 5a AFFECTING THIS WORKS WHETHER OR NOT SHOWN HERONS AND FOR ANY
DAMAGE OR PROTECTION TO THESE LINES.
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE r9 rJ 9 39 3
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT. 7 60
PHONE: (909 ) 694-6411 6J LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILLrJ b2 TOP OF WALL __________________________________________________________________ ___________-- TW
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 63 TOP OF FOOTING ____________________________________________________________________________ TF
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 4
b� � TOP OF CURB ELEVATION ------------------------------------------------------------------ TC
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. PAD ELEVATION _____________________________
3 65 '� TEMECULA WAY
COl..1F�S� ------------------------------------------------- PE
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 5 WAY TJX NO , 2337 J - J 5 FINISHED FLOOR ELEVATION _______________________________________________________________ FF
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS
MATERIAL. ,Z 66 � SITE S� �y FINISHED GRADE ELEVATION _______________________________________________________________ FG
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
67 �qp HIGH POINT ------------------------------------------------------------------------------------ HP
THE TERRAIN MUST BE CLEARED9 KEYED, AND BENCHED INTO FIRM NATURAL i F�c�` ,j• TOP SLOPE ____________________________________________________________________________________ TS
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 68 GOLJr COURSE �► � FLOW LINE ..............................
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. FL
T� NO, 23371 1 �
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
69 � � TOP OF GRATE ELEVATION ----------------------------------------------------------------- TG
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD CALIFORNIA GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GF
o
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT SITE INDEX MAP ,y EXISTING ELEVATION ___________________________________________-_______________________- (9170)
PROPERTIES.
1 "=100' 'PD MERANC X61 FIRE HYDRANT LOCATION ______________________________________
� rj♦ -
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. STREET LIGHT _______________________________________
O
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 15 DIRECTION OF DRAINAGE FLOW ............................................ _ _ _
FUNCTION 9 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES TRA CT 337 J -9 TEMECULA RETAINING WALL (BY SEPARATE PERMIT) _______________________________
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. N.T.S.
APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ D
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- C' zSEWER LATERAL LOCATION ________________________________________________________________ D
TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE = w = o VICINITY MAP WATER LATERAL AND WATER METER LOCATION
ENGINEERING
DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN w
VERTICAL HEIGHT. Ir �_ L NE w �LOT U- ELECTRICAL TRANSFORMER _________________________________________________________________
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING a Mcg 5' MIN. 3' MIN. w Mz POWER LINE AND HANDHOLES _____________________________________________________________ D
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE w ? ir V)w
cr V)a- TELEPHONE SERVICE ..-...............................................
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN CD z~o c' z w
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE o0 3' MIN. 1' uo GRATE __________________________________________________________________________________________. ❑
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2y- MIN.
19. EROSION CONTROL: MAX' AIR VALVE-------------------------------------------------------------------------------------�
ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2� MIN• TELEVISION PLATFORM ......................................................................
--------
ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. 21% BACKWATER VALVE B
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVERS MAX•
SHALL BE PLANTED WITH APPROVED GRADED
R VED TREES, SHRUBS, OR COMBINATION LOT FG. EXISTING SLOPE
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON GRADED 6'MIN. _______________________________________
CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL LOT FG.
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. A OPTIONAL RETREAT
NAL
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT - NOT TO SCALE BALCOONY
LESS THAN /4 PER FOOT FOR A MINIMUM OF 3 FEET. _ _ _ GRADING TOLERANCE NOTE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE FG r-- , GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
PERMITTED. BACK OF SDWLK PER PLAN ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
INDICATES LOT NUMBER IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG _ _ ' ~ - RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE PER PLAN - - 1-/- MIN- 1 2 3 4 INDICATES FINISHED FLOOR ELEV.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE R W Z FF=100.0 FF=100.0 FF=100.0 FF=100.0F ESTIMATED EARTHWORK QUANTITIES
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PE=99.3 PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV.
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY � • �• �
SUBMITTED TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. ' �� 1 HP 2 3 4 NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
CURB .�\• PER PLAN 1 INDICATES BUILDING TYPE PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
1
NO. LOTS CY/LOT TOTALS
8
FS z ,
15 120
PER PLAN 12.0%
FS X
ER PLAN
l/ MIN• 3' MI - FG
5 MIN. 1% MIN. PER PLAN
-� - - - - _...�1
FG DEEPENED FOOTING
PER PLAN AS REQUIRED. r� Ln 0 10'MIN (TYP) RIGHT OF WAY
DIG ALERT
Q - UTILITY SERVICE POINT V V)
TYPICAL LOT GRADING DETAIL
TM
CALL NOT TO SCALE "-' EXIST. CURB AND GUTTER
BEFORE LD 02-058 GR
1-800-227-2600 YOU DIG! BUILDING FOOTPRINTS RICK ENGINEERING CkmPANY UNDERGROUND SERVICE ALERT NOT TO SCALE
Callat least 2 working days prior to excavating. T.
San Diego Rivaside orende Phoenix Tti»
1223 University Are.,Ste.240•Rirw",CA 92507-3418•(909)782-0707•FAX (909)782-0723-www.rkkemi&
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL,- Designed by Drawn by Checked by Drawing No
SCALE A
COUNTY OF RIVERSIDE B.M. T-29-81 Horizontal M�cH EHP EHP EMR RECOMMENDED BY: DATE: 5 3D a CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
- �
Contractor 2-1/26 BRASS DISK IN CONCRETE CYL i NDER, �� Plans epared Under Supervision Of
IN THE N.N. CORNER OF THE INTERSECTION 9 No.46804 z " - Z : 071►
OF RANCHO CALIFORNIA RD. WITH MARGARITA 1''=100' Exp.6-30-03 ACCEPTED BY. DATE. 3/
Inspector RD. 1.0' EAST OF A 7.0'�C.L. FENCE, 40' NORTH p fi-30-03 l Date D RONALD J. PARKS PRECISE GRADING PLANS
P OF P.P. (No NUMBER), 94 NORTH OF THE CENTER -X EDWARD MICH RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 290 LOT 33 0 NOS. 1-6, 65 & 70 W
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical _ _ �
WITNESS POST 1.0' WEST OF MONUMENT. 4� C1 V IV 0'
Date Cmp It'd
ELEVAT I ONe 1128.410 (ADJ. 9-13-82) N/A OF CA0fdF46804 6-30-03 R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 1 THE LEGENDS PHASE 13 Sheet 1 of 2
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PLOT DATE: 14-MAY-2002 JN 13212
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1 CORE DRILL 3'MIN. PVC AT 2/.
1
CURB AS REQ'D. CURB & GUTTER (SCHEDULE 40) 2a
1 1
1 1 THROUGH THE CURB DRAIN DETAIL
1 1 1 3
1 1 N.T.S.
1 56.2
11 1 1 50.0 53.7 ,s S'9 -
1 1 FG 5o.0 8 FG 53.7 ss' FG 48.66' S
1 1 53.32 ----, 48.84 FG
� FG 66" FG - -
1 48.96 49.7
1 1 46.7 �-- - - 55.9 �� 2.5'
1 1 9,40 FG 49.7 - FG A -LA 53.4 55.6
1 1 A � - ' . FG Q°� -;9.4 _ � HP r FL HP 3'MIN. PVC AT 2%(SCHEDULE 40)
46.7 � - � � , _ �-, �
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1 1 FFL
96' FL I � •
INSTALL POLYETHYLENE
1 O 46. 48• 46.0 N 45.8 TG 49.2 1 FL I 1 /2 MIN. PLASTIC JOINT MATERIAL
�---- 45.1 IE 49.0 FL 1 49.1 TG 4 5 I COVER "QUICK JOINT' OR EQUAL
1 1 F� cv_ HP q 1 PE=1253.7 -
1 1 45.7 \ � FL 48.1 IE 1 1 - 0 6 - 7
1 1 45.7 1 POST-TENSION 11 3 is 49.8 1 o I FF 1254.4 Lq Lq PE-1256.2 1 PE=1258.5
1 1 1 FL o _ 4 HP 1 3A m 1 FF=1256.9 1 FF=1259.2 0 . .�- - 11>
1 1 F L PE=1249.7 PE=1250.0 0, 1 1
2 _ 1 - 1 2B
11 1 1 j 1 1 PE=1246.7
1 FF-1250.4 FF-1250.7
1 o FF=1247.4 1 1 3B 5.5' 1 1 I � ^ o n .
1 11 1
111.0
46.5 1 4BR 49.5 lY
1 1 1 7. POST-TENSION 1BR HP FL
1 1 48,4 5.8 1 49.8 52.6 14 0 \ A\\\/
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FL
1 1 1 _� 5.2 FL 1 HP PEN 2"MIN.
1 1 0 1 PE=1246.3 1 .; 1 0.5 DEE
1 11 1 1 t.; 1 FF=1247.0 46.5 46.1 1 :_ 1 1 5.0 ;; 1 FOOTING 1 _ 9 6
1 1 1 co 1 2C 5.5 HP FL 1 1 GF=1253.7 I GF-1258.5
1 1 GF=1250.0 1 C2:: I 54.9 GF=1256.2 I
1 1 1 GF=1249.7 2.9' I 1
5.4'lb:: 49.5 53.5 1 1 FL -
1 1 GF=1246.7 48.5 1 FL FL I SECTION BB
-- FL
1 11 1 - 1 LN.T.S.
� I
0.5 DEEPEN 1 45.3
GF-1246.3 o N N � o � r
F L A A , :D / N N � N tv r' I Ln
1 1 1 FOOTING 45 0 1 1 o s BW o � - Bw o ro Q N
1 1 - _ Ln
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1
1 c'' ^' Nv 1 ° . N �.o cn vI L=28.20
11 1 1 na ao .p, v, -� BW - �, , - 53.00' /
TRA0T N0 , 233-71 - 9 A - Q not
1 1 o :.. ::• .-
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o n I 0 4r PVC (CL 150) Q 1.0% MIN 165 LF
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' 53.19 rn J 1255.72 TC C Q 2.0% MIN 20 LF
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a THRU THE CURB DRAIN PER DETAIL THIS SHEET 2 EA
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1 FL 1 56.9 r - - 56.9
1 \ FG 52.00' FG 1
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TRACT NO , 23311 - 15
DIG ALERT .
TY
LD 02-058 GR
CAL- CAUTION:
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1' = 20'.-
RICK ENGINEERING COMPANY
1400-227-2600 UNDERGROUND FACILITIES IS
UNDERGRGUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Tucson
20 0 20 40 San Diego xi�ide � Phoenix
Ca M at bast 2 working days prior to excavating. VERIFY I N FIELD.
izz� University TM ser.zoo•>:r�ar,C/► 92507-3418•(Oo9)7ez-o7m•FAX (9o9)7ea-o7=3•.�.• -�
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL. Designed by Drawn by Checked by 3v Q
CONSTRUCTION RECORD SCALE Esse Drawing No.
�►\CHEF
EHP EHP EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Horizonta I �; ��� �! P Ions repared Under Supervision Of L
Contractor w No. 46804 � � "1 ACCEPTED BY: DATE: '� �
EE SHEET N0. 1 1'=20' Exp.6-30-03 / Z PRECISE GRADING PLANS
S Date RONALD J. PARKS
Inspector Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO. 29033 LOT NOS. 1-6, 65 & 70
ks>t'7� cI v \F \' 804 6-30-03 r : Sheet 2 f 2
� R.C.E.R.c.E. N°• r THE LEGENDS PHASE 13
Date Cmp It'd N/A cps. Expires R.C.E. No. 19744 Expires 9-30-05 °
e
PLOT DATE: 14-MAY-2002 JN 13212
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