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HomeMy WebLinkAboutTract Map 29798-2 Lot 18-40 Precise GradingGRADING NOTES CITYOF T M U A I. ALL GRADING SHALL CONFORM TO THE 1998 CALIF. BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. U PRECISE, RA IN P AN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1x DRAINAGE SWALES LU SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM TOP 1OF CUT OR FILL SLOPES. T 979 OT 1 0 3. MAXIMUM CUT AND FILL SLOPE = 2:1. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL PROJECT SITE SLOPES OVER 5' HIGH. .S 1R. 29798-2 5. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A COMPETENT SOIL TqT ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO E SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. o z 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S DEPARTMENT J J OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE RE HAWK PKWY �• ���0 r 10 11 ,mar �F.� 1 BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION D 2 ,�, •� 4� 12 1s scMOo� OF CUT AND FILL SLOPES. 9„ FINISH FLOOR t�, Q.. \\ D /� _ _ 14 1a y LO MA LIN D 7• PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS ALONG TOP OF ROAD 4 0 Mr MIN, \ ` CUT SLOPES. , RAINBOW CANYON I I =11111 - %\ 7,p 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE ROAD -7 \ FOOT. REDHAWK PKWY % s I .1 8 % •::o' \ 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE „ FILL DISPOSAL \ ` 5� �D SUPLIMENTAL GEOTECHNICAL INVESTIGATION BY PETRA. DATED JUNE 259 2003. TWO 2 SAND ` 'Nc SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF • PAD GRADE 4 4 PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND WOLF VALLEY ROADCERTIFICATION THAT GRADING HAS BEEN VICINITY MAP 3 `�, ` DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS N.T.S. FOUNDATION CONSTRUCTION S 2 ` REPORT. NO SCALE 46 C U 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24 ' \ 55W HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 53 ~ EACH LOT. PHONE (909) 694-6411 • a 49 �� 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES • _ \ 51 EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS 2A 4A 1A 3A oR�OR'TM - OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN \ �• ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL 5' MIN. GR���" �"'� OF FINAL INSPECTION. HIGH POINT' f • NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN PAD ELEV. -- .13' 12. LOT NUMBER 123 CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL - 2X MAX. PAD ELEVATION x \ 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE 52-33,520 FL�..ss• CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. ii1L DEEPENED FOOTING PREPARATION SHALL BE APPROVED BY A SOIL ENGINEER PRIOR TO PLACEMENT OF FILL PER PLAN I PAD= 1258.9 FINISH FLOOR ELEVATION MATERIAL 1 8" ABOVE PAD ELEVATION) r 5' MIN. FF=1259.57 INDEX MAP 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT 1 °1 ELEVATION TYPE DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO 4' MI . 48R SCALE: 1 = 200 PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 20 11. 40 18 30 s MODEL TYPE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. • LENGTH OF DEEPENED FOOTING)VATION ELEVATION x LEGEND 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, PER PLAN GFa1259.07 PROPERTY LINE ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY RETAINING WALL, 1 F.S. FINISH SURFACE 0 SHEET NO. DRAINAGE AND PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING WHEN REQUIRED, • T.C. BY SEPARATE PERMIT , GARAGE FLOOR ELEVATION TOP OF CURB 2�• PAD ELEVATION GRADING OPERATIONS. F.L. FLOW UNE ELEVATION TRACT BOUNDARY 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE --TENTHS 1.5 52.33' 52' x 1+ INV. INVERT DAYLIGHT UNE SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR a a �,�•, RIGHT-OF-WAY F.F. FINISH FLOOR F RETAINING WALL CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 60.50' CURB G.F. GARAGE FLOOR 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD 1234.0 SURFACE DRAIN EXISTING CONTOURS ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT F.L FLOW UNE ELEVATION PROPOSED CONTOURS TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT 1C 2C 4C �P LOT DETAIL NUMBER SHALL BE GIVEN.RIS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND $ G.B. GRADE BREAK 3 SHEET DETAIL SHOWN NO SCALE + STREET LIGHT ENHANCED REAR 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT ER ELEVATION AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN PL T. FIRE HYDRANT ENHANCED SIDE VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED MIN. 5' MIN. T.W. TOP OF WALL ESR RIGHT ELEVATION TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON 50aor T.F. TOP OF FOOTING ENHANCED SIDE CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' 5r 3' MIN. 2' MIN. 2' MIN. 3' MIN. ESL LEFT ELEVATION IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW - PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 34" PER FOOT FOR A MINIMUM OF 3 FEET. BUILDING F 0 0 TP R I N TS21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. UPPER PAD NOTICE TO CONTRACTORS SCALE 1 " = 30' LOWER PAD CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY COMMENCEMENT OF ANY CONSTRUCTION/GRADING. lot- OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE 0 MSN 2% MSX. AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF 1q ° DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE FOOTING TO BE DEEPENED M'�k AND ALL LIABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER F.F. ELEV. _ _ _ .., .. SLOPE VARIES 2:1 MAX. WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE FOR REVIEW AND APPROVAL o� o° TYP. SWALE SECTION OF THE OWNER OR ENGINEER. VARIES, 6" MIN. TO OF • 2p F - 6" + EXTRA DEPTH FOOTING N.T.S. 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR 1 PER PLAN, MAX. LENGTH OF PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING PAD ELEV. DEEPENED FOOTING (D.F.) THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE " EARTHWORK QUANTITY ESTIMATE CONTRACTOR/OWNER/bEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE g N 12 MIN. UNDERGROUND STRUCTURES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. NOTIFICATIONS CUT FILL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING U11UTIES OR AGENCIES 2 NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING EXCAVATION 575 APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: SHALL BE FORMED. EMBANKMENT 575 PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND Underground Service Alert TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 TYP. EXTRA DEPTH FOOTING PLAN SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT �; inLl. FREE N.T.S. SHRINKAGERED UNDERGROUND SERVICE ALERT: 1(800) 227--2600 TAKE � -soo IMPORT/EXPORT DUEOPI REPORTED R11oNARVY EASURES�DTO PROTECT EXAMINED. THE UTILITIES AOR OSTRUCTUR S SHOWN AND BASIS OF B ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 227-26D0 TOTALS 575 575 CONTRACTOR'S RESPONSIBILITY STAR NG WORK. THE OWNER of THE UTILITIES OR STRUCTURES PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47`45'28"WLD04-113GR CONCE ED e CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKDrawingNo. SCALE gR�Ess�o ,Hall &Foreman, Inc.�nCRECOMMENDED BY: �°►�=DEPARTMENT OF PUBLIC WORKS Engineering • Surveying - Planning - LandscapeArchitecture C ITY 0 TE'm"CULA CONTRACTOR RIVERSIDE (`AUNTY BDD-62-69 197D 9 9 �" 9 � • HORIZONTAL „�" S 43513 Ipdp Park 0*0 TwmooWa, Co. 925!0 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER o PA ROAD h , , _ "� '°� �'"�'�°'� « ACCEPTED BY: �� L� °¢ PRECISE GRADING PLAN STAMPED 68 RESET, 2.9 MILES S.E. ALONG LA AD o ,•, FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN �- �- PR PARED B DEPUTY DIRECTOR OF PUBLIC WORKS INSPECTOR PAVED ROAD 5' N.W. OF TEL POLE NO. 6295, C.W.T. 3' �y, `� � 9_�,S�O'� RONALD J. PARKS � ,� VERTICAL 7 = TRACT 29798-2 S.W. OF 369 CONCRETE STANDPIPE. ELEV. 1039.378'F of `Eat FRED W. DOER= DATE COMPLETED CAL R.C.E.No. 16526 W. 6/30/06 R.C.E. No. 19744 EXPIRES 9/30/05 AREA 1E, PHASE 1, LOTS 18-40 SHT. 1 OF 3 45 46 43 17 \ 4 \ ` `. . o' 20840' 60' so' 1042.17 \ N', SCALE: 1 " = 20' 1037 tramram.0 MIN o . H 1443.47 ;� \ 41 '` ' � N MIDDLE - 1 \ � 1041.,% g •� MIN. 1 o z 1•97 1046 \ SCHOOL � � Ci � 1.96 , •47 \ •09. - 1042.47 1043.26 $ - • 0% A�". 1 • � MI \ Aloe t ; 1 z 1042.27 FG 1042.4 0 FG N � MSN • 1 0.2' - 1 F• 1044.70 1046,25 g k \ r _ot I CF? 1442.2 z 10y; j,� FG ry 1044.37 _ cv 1045.84 r. tt cv 1 _ 27.4' FF = FG -v� : ? FG - _ 1Q46,77 o 144 -�10h- �$ "' • �, '•-- - 1041• 2.9 7 FG 46.7 � c g ? 4 20 Pqp_ 1042 0_ o Fcoar r - 14. . ' 9 04 2 Z 1046.7 N ODM' 1j = coo , o.0 2BR 55.8' - = ° - 21 FG F •9� o , 1042. 042.4 1 4q 15.00' p + --� FG FG 7 043.77 FF�-- 0 44• 8. R o �CR 1041.42 - pq p� 2 T F`F`� p45• 7 .4o FFA 144 2 19 v o r � CJ �+ = � 1 X43 s z o.3� PAD, � � PAD-. 7.2 7 rll - �- � io.3X � -� � 145.1 131+27.45 N VIIIIIII104 �_ 104 02.0 0 r 0 Gg - 1049-5 F 9.7� a . 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RONALD J. PARKS vaRncK �,� - No, 29798--2 of ``� w. Dotes �'rAMI w�or�aMa �" LCJLN& 1e EV, 5/30/08 R.C.E. No. 19744 EXPIRES 9/30/05 AREA 1 E. PHASE 1, LOTS 18_27, 37-40 SHT. 2 OF 3 SEE SHEET 2 a u • 1 uu vpo 07' 2.80 o U. , 73.85 Ci 115-06c9 o t �! �� • 048.50 Tw 1048.47 0 cv r ta•• . N $ 1 A. `� ! _ •� - -0 45 x t,_ u- h " �>>1 1045.50 ` - 1.0X` MIN. HP _ X�```� ro•, $ Y 1047.60 TW cv . _ co p ►� �5 V� ''' r 1 • X MIN. '�- - • - 15'� 1047.6 S N M1N: -_ 9� • �n�. -fib 5} 4� , , _ -'�� 10".1 S 4 o � 048.1 j 111.70 L6 111.70 .87 r-. 1045.58 _ 1048.77 1048.77 � O a 1 1043 _ FL FG o N, _ 1045.81 bt z 1 FG. •t0 1.0� - FL N 2 046.47 r . C4"� Q► = � 5.00' FG �l - 1 r N 30 1043 98 �j► - 3, V_, r 1043.23 N � � p 1 � �- o.00' � _ - I FL 10 •17 - 1 p4sPAD=F=1049-27 - 1 1044.17 _ .41 29 1048.6 Z �•0'X U- ?� �'" ! mac, z . G FG = l ti w _ F 2AR - 1048.77 M - I`F`S - 28 N 1046.9 7 z �" • s_�... �- ,� 2 z N PAD= 1 046.3 : z. I C� - 1045. k • - • �° 044.67 02 '� MIM 77 0 - r- ap 0 2,55 IFF = 1 4 Q �N..� cp $ 104 p 1 Q4 a 104a.o2FG - o� `n : = P A 51.6 o.s 12. 47 N. --I- ------- _ bD 10'4'4.17 _ - 1045.24 40, FG 1043.1 0• i o a M l 1047.00 ie 5.o0 a n • N r 104 1 53 1044.Gp r- r ti3 �,. 0 1 a6 - a� v" . N . co �• 8 �b �; �e 1044.1 � + �• 0 4 1045.00 Tw '� T 7. o '� no -61 1044. Z Z ! c� Y N I 65.65 . 01 O O \\ �• '•�'• c�- 1042.14 a 1 1 � ` (�► � c► •�- $ �, s � ,, �.16 r 53.59 (� W 0' 0- r 11�' v. A.95 t c, • o W !1►��. ,1.8x43651042.06 1043.35 �' to W 44.36 $ $ 1045. RIM T.C. -� . c.v iw ...__ ..._....._... _.... '� v " '� T. C. RIM r r I„ �'' t4• 1� \ `. 1 041 Aa o 1 WWI 14+ T �$ 000 104,5.4)COUR-r _ . _...� _ _ _ __ �� _.__ __ _ .. _.. B s • �oFALCON • - � } 1040. , ._ - � T_CA�.. IIS .Cou_ WWI 0 cv r' r 1046.8 -- T.C. TO!! Z� \\ 2L ................................1.0% MIN 48 _ -- '� 20% cv �. ,,•r N c/ + cv � 27- t`,MIN- = . � � � f-: ca Ci ��- a 15.00 � � . .- r ` - d i 0 ;L Y i °' ,,,•. -'� _ ti� a �- 35.94 CL d r CL) �,, 4 qT 1.0�% N•...r--- - 110. w_16 \ �,-, 1.0% MIN. U.- o .� r Z,,"�, E 49 g .- a. �� r 7` .110 ; �- TRACT 29798-6 d` !- 45 C O :i u -RIM O � • �,�=16 24.7 C4 00 ,n.% 114 MI ` Q �i .� �. LL. Z rr „� , !� r _ o s 0. of Z�� '05 two so C). D 1500 , O 7.4'X, , E`.�. �� _ 1.OX MIN*. �. ... SCALE: 1 " = 20' '�t 9 rn CD 0 11 N ! ::: ..� -195 (- 2 ^r ` PIS • cp _ I 104'.50 -- -- -•- M` • "• £ab ` 1�• WOLF CREEK DRIVE __--- NORT�I_ .__ I LD04-1 13GR 11NIDERGROUND SERVK:E ALERT aur lots � i-�iTI-Z= in Rm jim ym'� [AM BY REnsioNs a►"M Aoc'o BENCHMARK � ��Ess1, ` a p N& ISM z �� Dom. r-ao-od � °� ���f�` JW, Hall 8t Foreman, Inc. ;�-��-ft - .�,3......k.�. �..� a,�. � � � � on -I r�co�� BY: 4-- �►� � �w�.- 9 to ACCEPTED �� �� DEPUTY J. DIRECTOR OF PUBLIC WORKS R.c.E No. 19744 oc�s 9/30/06 CITY OF--- T�,, � P,B,C ,�� or�nrte. SEE .. SHEET �. , 3 �� '�`• = � . PRECISE GRADING PLAN No. No. 29798-2 AREA 1 E. PHASE 1. LOTS 28-36 AS SHOWN PREPA ED -/ � f MOM&ll� W.MCT 11.C.E.Nw � ex' s/ao/ies sHr. 3 of 3