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HomeMy WebLinkAboutLot 71-75 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No . 24136 R^''- � CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ■ 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE ROAp SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM Precise Gr ding P1 h OF 2' FROM THE TOP OF CUT OR FILL SLOPES. � .4 cn 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . r ct 214136 ..� 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT A ■ Q LONG THE TOP OF ALL ■ IA RAM � . FILL SLOPES OVER 5' HIGH. 3 PASA rIty � M Temecul St te of C � arr� i 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 7 WAC SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY S PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH IS) GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB 0000.00 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE '"' ,• �'► PXD PICO 7 4 � • RID. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP R►� 1� ,o 11 12 132' 22 �q ROND TOP OF CUT SLOPES. a 14 ,e ,s ,7 �e » 23 4�4' � CABLE c i 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG 1A ALAR 24 �g ONE FOOT. / ' p 25 F I N I SHED SURFACE FS Gf 2 vv�v�' M n °, to n ft V n ft •4 +3 '�'' TO SAN DIEGO 9 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONS OF 1 R. 24138--- ., PROJECT S ITE THE PREL I M I NARY SO I LS I NVEST I GAT I ON BY:�&Ze5g de6AteUL 7•4Wr•S r GARAGE FLOOR GF 0000.0 Q r q<<.Q �'� " i 27 •, OF so 17A1 OCT 46FA 14," 1 f�0 100 ~ 97 GO 70 71 72 73 74 73 75 T7 79 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- �� 107 as CORT ARD0 A m 31 VICINITY MAP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 3 GP 74 52 3' 32 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 4 73 a5 64 63 •� 61 00 �. s• s7 as as 54 NOT TO SCALE 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERV I CE -----�W 72 " 1" 4, q�1j,� DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE ' L 71 �, 0 MACT BOUMA ' � ti� 3e Jti 40 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE �� • r '� '4 % 3+ 47 46 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR �R 3745 EACH LOT. �"' ' �' ORTE SPARKMAN +3 C +• cgL.1d 44 43 DRIVEWAY � .° „° cn ao � I +x as 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL - �" x , z o +s 4. 30 31 52 �, 34 N � 41 40 � 71 S. 41 7.SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE Cil �° 47 .�'�, � �' 34 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE -- - -- �.el ,o .7 " 'ZA 3� Of . +s � 43 42 4) 4p 72 °° � e. 40 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER �► '� " is 48 39 -M CORr `7 .. CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12 � to 37 73 a Ur ..( "0 ,� e3 CAMINO RABgGO 74 N%M s7 A s HIGH POINT UNIT TYPE/ELEVATION \ZA/ �. ER r 14 PAD ELEV. -o. MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 24 25 ,� 34 77 '" BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS INVERT ELEVATION IE �? ,4 21 27 20 04 •0 78 - 64 MATERIAL. 20 �. 30 02 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES O 1. 1APON 31 32 79 u MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. O x is /7 .0 7 + eT VI q PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF // �� S fJgR o 02 35 I FILL MATERIAL. � toy . I ,2 4 "�Y T3 ANp �1 p�'`� ^, 34I I y n 14 P�� 3 25 a I S, � B 5' 5' B � C s' C I 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF �, ,� gP�- as .+ ,� 2 a � I MIN I�) MIN MIN � MI I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 1° 6 7 7, ' r 70 ,° T �4 29 30 ,� 77 P�-�'� •e ,� 17 �g 31 I I SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 21 G ,� 72 I PAD PAD I ADJACENT PROPERTIES. ° 63 " „ 73 AU 15 ,4 ° FF FF z ,3 2i z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED e2 74 75 ,� � , gLgR 12 „ I z X , I BY THE DIRECTOR OF PUBLIC WORKS. ,. e0 •+ a 2 3 . E / I 1fi K x 16 I 25s, s3 � s . MIN I MIN. I 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE /i ri �3 24 " - e 7 TO FUNCTION, ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE 27 GP�P 49 .._-- � .,,, ' •° • I z Z MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 34 31 30 2° 46 47 �-~ r`��' ? - PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3z .�'" 00 N 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) 44 � r s�i� 43 � 7R 9d�v SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT .-» 4, 42 13� ° R W AND FILL SLOPES OVER 30 39IN VERTICAL HEIGHT. I 40 z I � � 3s 18. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERTIFICATION OF BUILDING ,8 TYPICAL SIDE YARD DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- ` - --- - - ~, �� wow dwo DISTANCE FROM FRONT PROPERTY CORNER TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 4 C R TO THE GARAGE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL .". �� CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 5' MIN. 5' MIN. fi" MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, SCALE: 1 " = 250 ' 6" MIN. 3' MIN. 1 ' 1 ' 3' MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER MUDSILL MIN. MIN. MUDSILL 10-R. x' �� ' LOTS I NCLUDED 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT d: LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. CONSTRUCTION NOTES & QUANTITY ESTIMATE (PARKING LOT ONLY) 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NO. ITEM QUANTITY UNIT 12" MIN. 12" MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 1 3" THICK AC PAVEMENT OVER NATIVE SOIL 3,225 S.F. 50' 52 50' 50' 2% MIN. 2: 1 MAX. t 6" TYP. 2% MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q PAINT 4" SOLID WHITE PARKING STRIPE PER COUNTY OF RIV. STD. 72 L.F. 12" MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX. a to 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ® PAINT HANDICAP PARKING SYMBOL PER COUNTY OF RIV. STD. 1 EA, ROIJNID OFF TOPSECTIONtTHE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 2 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON O INSTALL WHEEL STOPS 6 EA. e 3 4 P/L REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED ne BO B 5INSTALL 3RAN L,F, o c0 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. tO `L' 'n o ® INSTALL 2"x 4" REDWOOD HEADER 165 L.F. PAINT 4" SOLID BLUE HANDICAP STRIPE A 2' O.C. 120 L.F. ■ 5' MIN. P/L Q LOT GRADING (5 LOTS x 15 C,Y,/LOT) 75 C,Y, . 3' MIN. 1 ' MUDSILL MIN. fi" MIN. SECTION A- A TYPICAL FOOTPRINT FOR REAR YARD SLOPES GREATER THAN 5 IN VERTICAL HEIGHT SCALE: 1 " - 40 ' 12" MIN. � 2: 1 MAX. PO t11rDERCR SERVICE BENCH MARK OURC OF TOPOGRAPH WNER OPER © ALERT ►L.►NNINO ■ oc■�aN • coN■rRucr�caN COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 B ASIS OF B EAR I N G N OTE 2% MIN. 6" MIN. 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 RBF CONSULTING WOODSIDE HOMES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. N FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 27555 YNEZ ROAD, SUITE 400 23121 ANTONIO PARKWAY CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0. z CALL S F`R ■ ■ ■ 2 ROAD,A �M IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79 3.2' EAST OF GT POLE TEMECULA CA 92591 SUITE 120 1-800-422-4133 �A'cA��owwA 92991-4479 T 4 RANCHO SANTA MARGARITA CA. 92688 23432 F I LED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL S E CTI 0 N C- C a CONSULTING W9.6MAM • FAx 9M.676.7240 . www.PBF.c= (G 2 53) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 � MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE X P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE 3-24-99 FIELD SURVEY DATA (949) 858-4980 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. i Two WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. LDOI-149GR a CONSTRUCTION RECORD DATE BY REV I S I ONS DATE AGC'D BENCMARK SCALE0'p i E S S 10 DES I(�D BY DRAWN BY CHECKED BY Drawing No. o A. C.M. & T.B. C.M. & T.B. M M. TYLMAN RECOMMENDED BY: DATE: �l aC CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL jr��� Plans Prepar Under The Supervision Of _ ~' y �_ 4 ACCEPTED BY: DATE: �� PRECISE GRADING PLAN g Inspector 1" 20' __X2 Date: �/ O DEPUTY DIRECTOR OF PUBLIC WORKS �, .0 p / '¢ RONALD J. PARKS MODEL S I TE VERTICAL 1t' C1 V I\, ICH EL A. AN p i TRACT N0. 2413 -3 Date Completed lF ER.C.E. 4990, 90 3-31-04R.C.E. r,.f ._,sB° _„, o N A QF C A�1 � No. Expires No. 19744 Expires 9-30-05 � ��--�----- a / LOTS 71 75 SHEET 1 OF 2 I � I � � I PE 18-3 f / I ' / 1 I 1119.2 / T 8 I \ I TC .12 I ElD I o PE 1120.6 I PEs 1122 _ `; 17.7 w � v/ TC ` oR Ala. ` . �• A 4WD CN; S/� >r 6: 76.-09 Oft � ' o ryc3N �G a; s G`q fi N QVCONSTRQCTION NOTES T. I •3 �.'�9 ° \ 1 CONSTRUCT 3" A.C. OVER NATIVE SOIL i I gA �'w x \ I U. �� FS s • � r � FS •�+9 � +o na � � o 2 PAINT 4" SOLID WHITE r � L _ I ��' 18•� 19.75 ,x•07 s w N " $ a $ v 3 HAND I CAP PARKING SYMBOL `` -- ---- I FS 7 s o F -32.22, C N � \ 4 INSTALL WHEEL STOPS (TYP. ) I' -- E_7U 3 4 0 8 �, w s Q INSTALL 3" PVC DRAIN PIPE `� S EMPE 1119.3 �° /. F s ra• 57. \ 20UN I, �y °� FS .28 / �'1179. 1. .B2 © INSTALL 2X4 REDWOOD !-FADER N 19 / /� s r9 •58 s w w s 19 10 " . FF 1118 O 2 Fs 5 _ / F •S 7 18.76 18.84 57. 5 .4 1 S•'45 'do$ \ �7 PAINT 4 SOLID BLUE HANDICAP STRIPE 0 2 O.C. PE 1117.8 I / '4 / G CO FS I FS 19.09 - F v $ \ S/W "S fi24' 1894 / ¢ ^,.� .� 0.4 r N I / X11 1.5 v - .oz - / ./ • r 19.97 I -112 20.E Oj Ilk 6 FG bht %- ice I � I 4 20.3 Z � FS / � pe ' rr 120. 2. � 7.41 -� .4 I V3 - � 21.3 \ r _S' � � 1121• \ F9.! 119.9 �t 2 •w f •4 ~ C . , �---� .4 o FG r \ \ 6 u'c° $ I I .2 i9/ �� /^ N 3 N \ X 2i Zb 8r� s 0,9 1 .2 p 2: 1 SLOPE ,`' 8.82• rs • z FG 8 �.,� r 120 4 i FF 112 .9 .2 I FF s 112 •5 ? X10 \ \ � � 26 ti � 11•�,-1 FG ►.,. F. PE 112 'D 20.9 FG �.� '� / %� •-a 20.9 FG � �• o�• S G4 14•x' FG z N / 14.18' G 1 20.6 HP I 0 �s N101 • I /\ 1 � •24 �� r 1 1 I 000, all - 17 19 I15 000, 1 � - _ I is - 0-0 � _ _ 44.76• - 2 •�7000. � 1 � 1 CURB DATA - .0e DELTA BRG RADIUS LENGTH REMARK - 1 NO2 41 15 E -- 96. 1 REDWOOD HEADER - 1 o 2 N87 18 45 W -- 24.00' REDWOOD HEWR 20 0 20 40 60 3 1 AM 90 00 00 4.001 6.281 REDWQMR 4 1 N87 18 45 W -- 14.00 REDWOOD FADER 5 f NO2 41 15 E -- 20.00 REDWOOD HEADER GRAPHIC SCALE cV o� C7 g FIDE RG ROUM SERVICE S © ALERT PLANNING ■ DESION ■ CONSTRUCTION qt N Z CALL TOLL r ■ ■ ■ frM 1�ROAD.S 4oa 11 CUU,CALFORNA 929 4679 0 1�-SC�-422-4133 a .676AM ■ FAX 909.876.7240 ■ www.RBF.com CONSULTINGo LDOI-149GR Two WORKING DAYS BEFORE YOU DIG J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC' BENCHMARK SCALE F E S S 1 pN DES I CSD BY DRAWN BY CHECKED BY Drawing No. a RECOMMENDED B C.C.M. Sc T.B. C.M. & T.B. M. TYLMAN Y: DATE: �/ d� CITY OF TDEPARTMENT OF PUBLIC WORKS 0 HORIZONTAL , Plans Pr epar Under The Supervision Of Contractor o ACCEPTED BY: 92_J,� q DATE. PRECISE GRING PLAN ,�1 20 , No.43090 DEPUTY DIRECTOR OF PUBLIC WORKS Inspector �Xp, � �/� Date: RONALD J. PARKS MODEL SITE VERTICAL Jf 1 y �, �� M I HAE A. )OAN _ TRACT NO . 24136-'3 � Date Completed eted �lF � R.C.E. 43 90 Expires r es 3-31-04 R.C.E. No. 19744 Ex i r es 9-30-05 Mfr__ 1989=: P mp NSA or C, No. p P '�.,�, LOTS 71"'-75 SHEET 2 of 2