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Lot 1-11, 67-77 Precise Grading
GRADIN ❑ NOTES 1. ALL GRADING SHALL CONFORM TO THE LATEST PR❑VISI❑N OF UNIF❑RM BUILDING PROJECT S 2 8 5 CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 93.04, 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE LEGEND SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP ❑F CUT OR FILL SLOPES, U_')R C I S G R A D I N G A N 3. MAXIMUM CUT OR FILL SLOPES = 2:1, WROM TOP OF CURB T C 0100 100 f� cap 4. PR❑VIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL = Hl I A F fs SLOPESFILL V HIGH, FLOW LINE F.L. S E 1 L 11 S CD 7 77 � 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT HIGH P❑INT H.P. vs�� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLYIN CITY 11 F PLACED AND WHO SHALL SUBMIT A FINAL COMPACTI❑N REPORT FOR ALL FILLS FINISHED GRADE F.G. TEMECULA) STATE 11 F CALIF [IRNIA OVER 1' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA FINISHED SURFACE F.S. Ck ENGINEERING DEPARTMENT ,WRITTEN CERTIFICATI❑N OF C❑MPLETI❑N OF ROUGH ' GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO GARAGE FLOOR GF 0000,0 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATI❑N SHALL BE TO LINE, GRADE, ELEVATI❑N AND L❑CATION ❑F CUT / FILL SLOPES, PAD ELEVATION PE 0000.0 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR, Q STORM FLOWS, ALONG TOP OF CUT SL❑PES, FINISHED FLUOR FF 0000,0 8. FINAL COMPACTI❑N REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN WATER SERVICE ONE FUCT. gpl►�1!(� d AR SEWER SERVICE S � 4 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY S❑ILS INVESTIGATI❑N BY: DRIVEWAY LEIGHTON AND ASSOCIATES DATED DECEMBER 11 , 1998. TWO SETS OF THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED TO THE SLOPE I ENGINEERING DEPARTMENT WHICH SHALL INCLUDE F❑UNDATI❑N DESIGN RECOM- To SAKI D1[G] MENDATI❑NS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT. LOT NUMBER 132 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE UNIT TYPE 3550 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N, THIS INSPEC- VICINITY MAP TI❑N MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT, DEEPE 1 r007I� & 0.F 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL NOT TO SCALE SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SAM MATER VALVE - BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ER❑SI❑N AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 35' PONT CODE SECTI❑N 17,06 (RESIDENTIAL), 17,08 (COMMERCIAL/INDUSTRIAL) PRIOR To 35 PADHIGELLEVEV., -a�' THE APPROVAL OF FINAL INSPECTI❑N. PAD . A 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS a,e Z a•e ? � MATERIAL. —top* A T 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. e 15'TYP, 15'TYP, PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 3 510 5, (EXCEPT B 5, 5, B (EXCEPT C 5, C 14. DURINGA - 3521 MIN TED) MIN MIN TED) MIN ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF o PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL n 0 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO PAD PAD z ADJACENT PROPERTIES. FF FF 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS, 16 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE ER TENIXRIX TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE T a LO o MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TOwAY roe MAX Ln r �o� MAX LO " PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. R/V 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT I AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PAD ELEVATI❑NS, WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TI❑N (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- 32' 35' TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 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 ❑R ANOTHER APPROVED GROUND COVER. SLOPES 12" MIN, ABOVE PAD ELEV, OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 6" MIN, 5' MIN, P/L 5' MIN. 6" MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS 3' MIN. 1' 1' 3' MIN, SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, MUDSILL MIN, MIN. MUDSILL 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ROUND OFF TOP IRRIGATION SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER U,P,C., CHAPTER 3550 3560 P 10,R, SHE 2 5' 6• 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT CID LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. - - . 412" MIN, 12 MIN, 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2/. MIN, 2.1 MAX, 6 TYP. 2% MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R . SECTION A — A 21% MAX, MIN. 21% MAX, TO COMMENCEMENT OF ANY CONSTRUCT I❑N/GRADING, r — E FOR REAR YARD SLOPES GREATER B SECTION B a 00 23, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 3; 00 THAN 5' IN VERTICAL HEIGHT THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION, UPON L . + ' `'`x`': o) REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED °' TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o 0 5' MIN. P/L TYPICAL FOOTPRINT -4 3' MIN. 1' � N,T,S ' LL MIN x' 6" MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE SCALE: 1" = 200' ►- NO, ITEM QUANTITY UNIT e Under round AlertBENCH MARK ' ..a.<y. n, LOTS INCLUDED 10 LOT GRADING (22 LOTS x 15 C,Y,/L❑T) 330 C,Y. 12" MIN.. w 2�1 MAX, V) Robert Bein, )fill iam Frost do Associates ELEVATION 1091 .074 _ PROFESSIONAL ENGINEERS, PLANERS k S1J?VEYORS R I VERS I DE COUNTY DES I GNAT I ON : T-46-81 STAMPED ON 2, k 1/2" OWNER/DEVELOPER 2% MIN. 6" MIN. ,! 27555 YWZ ROAD, STE. 400 9TOECULA CA' 92591 BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO U) CALL TOLL FREE (909) 676-8042 FAX (909) 676--7240 21% MAX. CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODS I DE CHANTEMAR, INC. 1-800-422-4133 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION SECTION C "` C WINCHESTER (HWY-791, 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY Z TO A BRIDGE . OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, Two WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 LD99- 126GR 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE QROFESS1p DESIGNED BY DRAWN BY CHECKED BY c Drawing No. OA. ��� CW CW MT RECOMMENDED BY: DATE: !3 CITY 0 f T E M E C U A DEPARTMENT OF PUBLIC WORKS UD Contractor HORIZONTAL !�'z Plans rep d Under The Supervision Of / SE ABOVE AS SHOWN No.43090 ACCEPTED BY: DATE: g TRACT N O . 2 8 510-- 1 1 Inspector a` AXP, ��31_� mr- Date: -2//-0 DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER _ PRECISE GRADING PLAN M I CHA L A. MAN RONALD J. PARKS ''A'"• '•A`� � l�TwYl.T� Y.t VERTICAL Jf 01 V IV ��� 0 Date Completed 'rF p `�Fo� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 ''f °�°.-. TRACT 28510- 1 LOTS 1 - 11 67--77 N/A F C p ' SHEET 1 OF 2 3•S3' I ® 39.73'1 1 0 '66 I ® 45.27 ® 5 35.7 1 ® 35'71 co 12 I 9• 2; 1 SLOPE N 00 45.27 1 9.5 00 t- N � 09CN 32 r -H � - 93 50.02' * _ -H •5 �' \ 104.47' -�C ,5!` - Ui LO 0 -- o O O N 20't ►n 1 1.5 60' �� 1 co +� "' OD r _ ^o «� I 44 CD 94.8 20LF 20LF 6 OLF �j T - C�_Q - VI FG .2DF .4DF 9 � 61 ;�° I n - 10 F�-' 94.4 ,� 93 + +� 40 ae o - u i tv FG o I` CL 16 DWY. �c °� +H +4 '� SCO (5-11 M '�� rnNN ii I Q to 00 O I - ►� O \ 13.06z "' S O N r K N N N , N '- �O k 6 o 15' 30 �'' I 30' S 5 I 1� - LL_ w64 20' 1 1 "' 7' fi' A56 2z �7(pk ,��. 51 5 94.8 3DF e�, Z ® C .1 A51 B .5 o `ELFG 30LF0 I � Z f A Z A52 10 o CPRS - 00 43 N I �jh �S 1% MIN. �i 9 �C FF 1092.2 "'`� 52 ,., C56 A55(� z FF 1087.9 ? z z z 55 g ,8 6. 106. _ I I r A ® C z FF 1088.9 PE 1087.2 A ® B zA G I Cb PE 1091 .5 ® `! ® Z �., a\ A56-(\28f 1% MIN. 2. z ao 1 33x PE 1088.2 ,� - FF 1087.2 � � 94.1 2 10' FF 1091 .6 z FF 1090.7 FF 1089.8 �� ae 5 �� FF 1087.2 &R © C �, ,� PE 1086.5 \ cn w I F�- o �- PE 1089. 1 B W PE 1086.5 0 ,� . PE 1090.9 0 PE 1090.0 FF 1087.5 0 0 �p k0 be I �� cv I \ Z = (D V oo g�,• o BW V N N .o B W U_ LL_ PE 1086.8 o o 0 0 m r7 I �9 �` " 5 0� �,� z J T c 15+21 . 3 I F\' 86.2 N`n \ o 8 Z 10 ® w o CL 26' WY. J ,n ''"' . 27G r I �` ^• 5 GF 1087. FL, I �- o N 5 Z M 93.8 1. N ,� 8� 0 94.1 .1 DF 3DF 5DF FG 9 13.5 `� < 1091 .7 °�• 'I.N. � GF 1088.4 � �° 5 N � � w FG 10LF 20LF 20LF 3 0 1 w' �, h, N 5' GF 1086.7 \ p I LA GF 1090.2J -ro $ 86.8 101 .95' 1% MIN Z �-' I N � - S F�./ , FG GF 108fi.7 55 \ w ---'; 18.05 I _ ^ 1091.1 o b GF 1089.3 24't co 1% MIN. fi0 93.5 Fraj 5 �, < ^ 74 FG 10' GF 1087.0 0 I 3 `o S n N k '� c' �-t 34.99' ae C`4 Ir CL FG 5 °pry. n 91 S o� �.LO file r R/w .41 1 44 F�- U N In p y, ' 45 00' ' CL 16 DWY. O I 10 `n io o 0 m 13.2_9 her o ry ���' ao I ,- "� k• N 16.1 ',LV to I 1 � 2z .,�� L.L. � � t� �r •�[� � N 03 o I I-3 o tom �_ N •- .1 DF `�? c:► 91.1 k o ,�o _ r� rn o N 93.5 10LF 'S• ``' °A�ti� �-�' _�co °� to O �'`' ao W �v Go N FG n FG 6' 8" SEW R + a+o r N + J N �y 132.7 A' I ��o tAY 1 ro ° 4 1% MIN. ti� "7ry d" �1N r N 535 39't to� w MM -� ., tD D N t0 n O N $- ry to ^ n N ," ^N w� . 1% M 7 I 0 cy + to 4 D 1• ��. oa gk1• �O /�-8 WA R o, N N h. 01 1 t4 8a coon"'� ►�7 '?v N C) W 5g 4 \ TC F G8 1085.8 I 9 ao 0 `� CO �O 4.OS j 10 I Q f 3• r o CO � 1�3 37 t <? h•h� ? \ C s 27� 1 ^� Q Q G 6'• 'L� Sh• `L 90'68 37.54' 47.00'6� 47.00' �� 30.21' U' X5.7 F 1 FS k x.47 �. R/ 01 • •v, ` °• \ to _ o o� ae - c� 4� N 3 C7� 3 41.04 .�, • �,� w►nn °�' `n - '� n 'ri `D cry �° re 't' 8j ti1 N , 8• �� "7 •� cv A, ' N 89.2 N "r �k'G 6' 129.88 33'± I O �' �• `� �� °�°' n o N FG 5 �; �`s 2p �- F °9 GF ,09f7s0.8 90.2 F ,089.9 $ 88.8 2.86x �`„ � 91.2 � \ IN. 10 •- 1� `b 9 �i r-� FG 5 90.5 FG 89.7 6 J FG ro M • �o ._ FG k g5•�0 8 GF 1089.0 GF 1088.0 87.8 1% ��` 91 .4 GF 1091 6 ��• FG F�-, J 88.7 87.8 87.7LO FG to '�� �'�•���' 4 �' FG g0• F�''U_ r FG L,GB FFG 4 1 83.60 04 �- o B W � 5 B W TC -� � 1092.4 F � � N \ 8 8 ED )C%3 N rn S I I �5 83.48j 91.1 I I o • I at TC p C GB o \ v � \ ,5 FL, 5 J N 83 0.175 00 � 0188• r O Z 1 \ W � �' (P N FG o 92.2A52 N Z ? z 56 51 1-► 17.8' o.39, sr, FG 8 z A55(� z I o 12 A'`�` �°' 2 � 4 C � 3 B J� � � 2 C ae z A51 N N M M 56 z z FF 1091 .3 FF 1089.5 1092.7 9� z �, 5❑ A P 1 FF 1090.4 �- FF 1088.5 FG B E 090.6 PE 1088.8 I s o �- ' M I PE 1087.8 � � � I I PE 1089.7 �.s � •mac �� FF 1092.9 FF 1092. 1 90.6 89.7 89.70.89 88.8 FG to FIG 10 ti's' p PE 1091 .4 FG .8 7.887.8 I E 1092.2 FG FG 13. � � 5 � I \ 04 1092 � 7 21 91 .4 91.4 lot* 5 7- FG FG O ), FG FG 90.fi _ K o N a2 \ - FG 92.2 5 FG 0 _ N 64 rn I � O Cloy O O N �{ O .I N N- \ r r Ff O -H CII 84 co N 00 I N ofC�',[G' '\. 65• EXIST• 2: 73.28' �Cr) �, ,�6 .- �o• 5 47.17 $ �� O _ PER ROU 1 SCOPE � 48.74' � 47.05' .. GH GRADING PL 47 00' - AN 1090 P O R �---. 1085 0 NS1 0 R o R CM Under round Service Alert BENCH MARK a 1 w 0 Robert dein, llrill farm Frost do Associates ELEVATION : 1091 .074 PROFESS IM& ENGINEERS, PLANERS k SIS UORS RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2" OWNER/DEVELOPER w 27555YNEZ ' $�' 400*TBEUA�' 92591 BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO v, CALL TOLL FREE (909) 676-8G42 FAX (909) 676-7240 CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODS I DE CHANTEMAR, INC. 10+00.00 CHAN WAY 20 0 20 40 60 5 1-800-422-4 133 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION �J °� =16+0 . 11 � NORTH GENERAL KEARN D WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY TO ABRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 GRAPHIC SCALE o CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, * BACKWATER VALVES- LOTS 1 -3 , 9-- 11 & 70-72 TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 LD99- 126GR ca CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY o SCALE QRO f E S S I p�,'! BY: I DATE: Drawing No- RECOMMENDED A j CW CW MT C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL �``' �U`� �� y� Plans rep d Under The Supervision Of o CM y ACCEPTED BY: DATE: �3 f TRACT N 0 . 28510- 1 SEE ABOVE AS SHOWN No.43090 p DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER 2Q Inspector Exp. 3/31-00 Date: MICHA ITT RONALD J. PARKS :A:�'' , ,. A.;.;AA: PRECISE GRADING PLAN VERTICAL Jf CIyIV ti� L A. LAN .Y p o Date Completed 4 090 3-31-00 _ �r,.� �: :�:�:�� TRACT 28510- 1 LOTS - 1 - a N/A OF ��� R.C.E. No. Expires R.C.E.. No. 19744 Expires 9-30 01 r 1 1 & 6 7 7 7 c� SHEET 2 OF 2 �