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Home My WebLink AboutTract Map 21067 Lot 1-3,7-86 Precise Grading}}awl Pbw"r Pao EIsv. -.3 199. TYPICAL SIDE YARD DRAINAGE 4 D1G7gNCE FROM FRbN? F(ZOpEKT`f CORNER TO THE GARAGE CORNEA McASuiMD PeczvemDlCUWrz Ta "rNE PrzoPeCtTf L1 NE. %L 120 014. $' i1 I N. B!. v4 PAP ABOVa PAP v Mf14. MlN. L V. CompAc Yen l� d LEGEND 12" M 11� 2:1 MAX. 2.'/0 Ml T1. 21% r1 Ax. SECT ION A � A 9 FOR 51128 YARD SLUP96 60A -MR 12" MIN. A 90V0 PAD St aV- ROUN1P Orr TOP 5 SECTION 9 -� B '500 ReAR YARD SLOPL"S CIR15 A-rE3? YRAN 5' IN VEQrICAL 14L1G14r 6" MIN. 5' MIN .,,�.._ 5' MIN. a' M r 1 I N. \1 3' MIN. i' - 1' 3, MIN. MUDS ILL. MIN. MIN. MUA5ILL 6,. 4 : d. 12" MIN. � z' MIN. 2'y, M IN. 2:1 MAX. Co'' -rYP"- M1 N. 2IYi, MAX. 240/oo MAX. S E CT10 N C -- 6 M 1 N. 3' MIN. tUp51�L M1 N. a' MIN. IZ' MIN, � � MAX. 279 M I N zl% MAX. SECTION ID D lD' g5' 44.33' ►o' 1 10' 45 1 r 32.��' �2' too ^ 2qs' 25, i800 2/.33 taoo 19.1d 3&89 - TYPICAL OVERALL. FCOTPRIN-T DIMENSIONS 4TYP. of Al.L. MODLwt,.s WITH 3f-9 G4R GAI2AG5 . ---- ,� - 0RAINA6E SWAIE ANO 1MR'EC110N Of DKAlNA6E �y r--- HIHH POINT IN 30l.'E - 5ET 1►i 0.3' 8E1.OW 'PAO EI.EV0.25 fsE1.OW 'IOP OF SIApE tiyG INDICAtES �IN1gN (3RD+DE E1.EVA`�10N ��0 INOICA�ES PAO E�EVAt10N 2:1 �aI.OPE SANK UN�E55 OtHERW�SE KO�EU --1520 EX15AIKG CANDOUR ELEVA110N PRIVATE ENGINEER'S NOTES TO CONTRACTOR. 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS, 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPETE RESPONSIBILITY FOR JOB 'SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; 114AT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HQURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CIN AND THE ENGINEER -HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. srEwsoN, PaRro NCO CML ENGINEERS LAND PLANNERS [AND SURVEYORS 18195 NcOURNOIT FAST, SURE C IRVINE.C�1l1FORNIA 92714 (714) 660-8822 CONSTRUCTION RECORD Date By CONTRACTOR INSPECTOR DATE COMPLETED WESTMARK COMMUNITIES, INC. ONE COLUMBIA AlISO VIEJO, CA 92656 (714) 362-9700 a 801L8 ENGINEER NOR CAL 10641 HUMBOLT ST. LOS ALAMITOS, CA 90720 (310) 799-9469 48 49 � 30 j -1 51 tt) 52 , . a�h �V f ✓. INDEX MAP SCALE I " = 200' � NOTE THE 00NTiF4PT011? SHALL NOT/FY Me. OIL L IA160? AT THE MET10F011MAI WATER DISTRIeT OPERA TIDAIS BRANC'N ��o9)92rvi5o/EX/.5y23 TWO (2) WORk"IA16 DAYS PRIOR TO 5TARTINS MY aljiff IN THE WelAlITY Of T11f M.WD. M elL / TIE3 OR fAgE 47EAI rS. TABULATION ON SHEET 3 , EARTHWORK QUANTITIES CuT . 258o C.Y. GENERAL NOTES 1. ALL GRADING SHALL CONFORM TO THIS PLAN, UNIFORM BUILDING CODE CHAPTER 70, AS AMENDED BY ORDINANCE NO. 457, 2. MAXIMUM CUT AND FILL SLOPES = 2:1. 3. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A, FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES, 6. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATIONS, TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES, 8. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIALS, 10. DUST SHALL BE CONTROLLED BY WATER OR OTHER APPROVED METHODS, 11. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERA TIONS. 12. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 13. 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 A COMBINATION THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER u.p.c., CHAPTER 10.r. 14, ALL EXISTING STRUCTURES SHALL BE REMOVED PRIOR TO GRADING UNLESS OTHERWISE NOTED. A DEMOLITION PERMIT WILL BE REQUIRED. 15. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR -FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 109. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM 2' FROM THE TOP OF CUT OR FILL SLOPES, 16, THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. TELEPHONE: (909) 694--6411. 17. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER ' FOOT FOR MINIMUM OF 30. 18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 19, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 20, ALL REAR LOT ELEVATORS SHALL BE THE SAME ELEVATION AS PAD ELEVATIONS UNLESS OTHERWISE SHOWN, NOTE WALL CAl_C`S WILL 8E CHECKED BY BLDG. A SAFETY DEPT. PRIOR TO ISSUANCE OF PERMIT. LEGAL DESCRIPTION ommmomm NNW* LOTS I- 86o DF TRACT WO. ZI 067 M6 231, PALLS 41-48 CITY DF TEMECULAO RIVERSIDE 11vVP CALIFORNIA. CLEARANCE FROM DEPT. OF FISH AND WILDLIFE IS C MIN. �r�gER� N'� NOT5D C f a�ttw... r �, M N,, W� MIN Wev REQUIRED PRIOR TO THE ISSUANCE OF PERMITS. 2, APPROVAL OF THESE PLANS BY THE CIN OR ITS AGENTS DOES NOT RELIVE THE APPLICANT AND HIS NOTIFICATION N0. 5-478-89 .r y THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CIN ENGINEER FOR REVIEW AND APPROVAL, TYPICAL SIDE YARD DRAINAGE 4 D1G7gNCE FROM FRbN? F(ZOpEKT`f CORNER TO THE GARAGE CORNEA McASuiMD PeczvemDlCUWrz Ta "rNE PrzoPeCtTf L1 NE. %L 120 014. $' i1 I N. B!. v4 PAP ABOVa PAP v Mf14. MlN. L V. CompAc Yen l� d LEGEND 12" M 11� 2:1 MAX. 2.'/0 Ml T1. 21% r1 Ax. SECT ION A � A 9 FOR 51128 YARD SLUP96 60A -MR 12" MIN. A 90V0 PAD St aV- ROUN1P Orr TOP 5 SECTION 9 -� B '500 ReAR YARD SLOPL"S CIR15 A-rE3? YRAN 5' IN VEQrICAL 14L1G14r 6" MIN. 5' MIN .,,�.._ 5' MIN. a' M r 1 I N. \1 3' MIN. i' - 1' 3, MIN. MUDS ILL. MIN. MIN. MUA5ILL 6,. 4 : d. 12" MIN. � z' MIN. 2'y, M IN. 2:1 MAX. Co'' -rYP"- M1 N. 2IYi, MAX. 240/oo MAX. S E CT10 N C -- 6 M 1 N. 3' MIN. tUp51�L M1 N. a' MIN. IZ' MIN, � � MAX. 279 M I N zl% MAX. SECTION ID D lD' g5' 44.33' ►o' 1 10' 45 1 r 32.��' �2' too ^ 2qs' 25, i800 2/.33 taoo 19.1d 3&89 - TYPICAL OVERALL. FCOTPRIN-T DIMENSIONS 4TYP. of Al.L. MODLwt,.s WITH 3f-9 G4R GAI2AG5 . ---- ,� - 0RAINA6E SWAIE ANO 1MR'EC110N Of DKAlNA6E �y r--- HIHH POINT IN 30l.'E - 5ET 1►i 0.3' 8E1.OW 'PAO EI.EV0.25 fsE1.OW 'IOP OF SIApE tiyG INDICAtES �IN1gN (3RD+DE E1.EVA`�10N ��0 INOICA�ES PAO E�EVAt10N 2:1 �aI.OPE SANK UN�E55 OtHERW�SE KO�EU --1520 EX15AIKG CANDOUR ELEVA110N PRIVATE ENGINEER'S NOTES TO CONTRACTOR. 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS, 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPETE RESPONSIBILITY FOR JOB 'SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; 114AT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HQURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CIN AND THE ENGINEER -HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. srEwsoN, PaRro NCO CML ENGINEERS LAND PLANNERS [AND SURVEYORS 18195 NcOURNOIT FAST, SURE C IRVINE.C�1l1FORNIA 92714 (714) 660-8822 CONSTRUCTION RECORD Date By CONTRACTOR INSPECTOR DATE COMPLETED WESTMARK COMMUNITIES, INC. ONE COLUMBIA AlISO VIEJO, CA 92656 (714) 362-9700 a 801L8 ENGINEER NOR CAL 10641 HUMBOLT ST. LOS ALAMITOS, CA 90720 (310) 799-9469 48 49 � 30 j -1 51 tt) 52 , . a�h �V f ✓. INDEX MAP SCALE I " = 200' � NOTE THE 00NTiF4PT011? SHALL NOT/FY Me. OIL L IA160? AT THE MET10F011MAI WATER DISTRIeT OPERA TIDAIS BRANC'N ��o9)92rvi5o/EX/.5y23 TWO (2) WORk"IA16 DAYS PRIOR TO 5TARTINS MY aljiff IN THE WelAlITY Of T11f M.WD. M elL / TIE3 OR fAgE 47EAI rS. TABULATION ON SHEET 3 , EARTHWORK QUANTITIES CuT . 258o C.Y. GENERAL NOTES 1. ALL GRADING SHALL CONFORM TO THIS PLAN, UNIFORM BUILDING CODE CHAPTER 70, AS AMENDED BY ORDINANCE NO. 457, 2. MAXIMUM CUT AND FILL SLOPES = 2:1. 3. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A, FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES, 6. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATIONS, TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES, 8. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIALS, 10. DUST SHALL BE CONTROLLED BY WATER OR OTHER APPROVED METHODS, 11. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERA TIONS. 12. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 13. 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 A COMBINATION THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER u.p.c., CHAPTER 10.r. 14, ALL EXISTING STRUCTURES SHALL BE REMOVED PRIOR TO GRADING UNLESS OTHERWISE NOTED. A DEMOLITION PERMIT WILL BE REQUIRED. 15. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR -FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 109. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM 2' FROM THE TOP OF CUT OR FILL SLOPES, 16, THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. TELEPHONE: (909) 694--6411. 17. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER ' FOOT FOR MINIMUM OF 30. 18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 19, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 20, ALL REAR LOT ELEVATORS SHALL BE THE SAME ELEVATION AS PAD ELEVATIONS UNLESS OTHERWISE SHOWN, NOTE WALL CAl_C`S WILL 8E CHECKED BY BLDG. A SAFETY DEPT. PRIOR TO ISSUANCE OF PERMIT. LEGAL DESCRIPTION ommmomm NNW* LOTS I- 86o DF TRACT WO. ZI 067 M6 231, PALLS 41-48 CITY DF TEMECULAO RIVERSIDE COUNT -Y CALIFORNIA. NOTE; VICINITY MAP NOTES THIS PROJECT IS LOCATED IN THE K- RAT ZONE AND NO SCALE i.CALL UNDERGROUND SERVICE ALERT AT 1 (800) 422-4'33 TWO WORKING DAYS BEFORE YOU DIG. CLEARANCE FROM DEPT. OF FISH AND WILDLIFE IS REQUIRED PRIOR TO THE ISSUANCE OF PERMITS. 2, APPROVAL OF THESE PLANS BY THE CIN OR ITS AGENTS DOES NOT RELIVE THE APPLICANT AND HIS NOTIFICATION N0. 5-478-89 ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CIN ENGINEER FOR REVIEW AND APPROVAL, L 094-229 cR R E V I S I 0 N S �7�A?E ACC'D B��E N, C H MARK SCALE SE Q�� N9�� Designed by Drawn by Checked by gr��, F F.�. F.G. RECOMMENDED B - • DA?E: �=L�^�� Drawing No. RIVERSIDE COUNTY BENCH MARK � �� s . y� C� � DEPARTMENT OF PUBLIC WORKS NO 800-62T69 BRASS DISC SET 1' EAST OF Horizontal CONC. POSE MARKER STAMPED 88 RESET DER SUPERVISION OF 2.9 MILES S.E. ALONG PALA ,RD. FROM POSE Ac,' SHOW N � � � � � R � � ACCEPTED BY, - �/'C'�`�� -- ---- DATE' � - OFFlCE AT TEMECULA, �9 �.E. OF THE PAVED ��n. zz=�� .. � C 11-- -=� s� /- /� --� � � - D PAINd�� - PRECISE GRADING PLAN & PLOT PLAN _ ROAO� g N.W. OF TE POLE N0. 629g� � --------� ----�-------- Date - F�-��F--��------- ;�.�� '� C.W.T. 3' S.W. OF 3� CONS. STANDPIPE � Vertical ,�, �.� ��/� elvellvV6?DATE ,a7o TRACT Nth. 214 7 R.C.E. N0. 22440 ------------ Expires 9 / 3d /97------- R.C,E N0. �fG'99'3� __ Expires _3_3/-96' ------- --------- ---- ----------- - EI.Ev =X039.378 :I� q - --- - LOTS 1 THRU 86 c Shoot 1 or, 3 .1& a C#A/N [40T ffhICf PIR R. C #."+C. & W 0 STD. NO- M 80/ h BUIl.MJG PAI I ,f CHAIN IhYlr ffiWf PfR flCfCb W 0. STD. N 60/ 6t A V � I v PAD &fV SEE SHEET .3 A X P 65 � 4 • �. t + 00I - , 65 'I.. %.9 82 0 '�� • • F `T. �� --.- ' , • I 20" 20 o � V_50 fto, 42 V(� 4.1 9�� Lill, N N � -A g ud. 1�,. •• .�• `46 IP d X r. !�� /J�" • �/ �• q .� (} 1 2 Q Id' 4 • +•• ti -Vi a A55 r j • o X -.. ,.. • W a - _ ,, I a _NO %; cr, P H ASE Z a Q• �► /�1 • ► Q� a . - 10.3 vp c� •: Cl% 0o, Val PHASE '� &- ,•r'� ` • \ :: N . t� ' "tor - ' Q w �`� ,�.3 1� ` '-� 4 [ Q �' 0'� . $� • �` �.: 0 � 43. tett -�► z - A �` < '3' 15Sj'' 7/10 %Pdop' f' Vr c7 �n u.. �� c7 •o �•..� 4� v y V... • 1 4 IL /0 ��A ?A 'r a Le o kp 40 'A�a.� < 0 Ir ' 8 Q l� I.1 1 �'. 213 LO �• ., j � �`�• x .84 n I%. I 1 40.35' � I'1�1 _4% k r; % 47_ - e" is � � � 1 � INN � - •` ,� �� • • Q ca 4 '00 LL Le spp_j LL b n ••, � � . - Al� .�% 0-r j � �3 0 it,, •meq. o� • ,� � Va 175 A\ - t- f� •` i-' '4 `� l0.8'' 40 tion, .G• v�• - �. �-� .,:.; q qg rr� P1401 G - � C � .�► V - ffNCI NOr� TH1?a16N s�crioN �,45 / �• � �. - � �. 9 ,r a00 j . A/ NCS SH D � , . � �c9 5 1'd• ,, �'u• . c •3 8 � �� ' ,� -p,� � `.� % %-' � • � • � � ' ,� `° _. � a ...7 , „� w N .• r r .. , CNN LINK ff OUL � � � 9 � 4 t� � I $ S4f /� A49C7!/f STRI1CIIIRf .a •P , . w `T • , ' �� o LL; ter-- 11 - �. I RA/8 E y /;9T o� ,� -".•1' 2 0.0 4' - _-----.. -- --� �'1 � � � IL ti ° IC 1P I\ /.1p p �4 ,� y. „� �. .a Is21. r �• 1� GRAPHIC' WALE 1 11 ` F�y . '4 1"�` /-C�+v ' �Q ��► I Q AJC -i.2 �q• b� `• „�,. ...• 31- 6M IF 8640 - rj TO 6. 58 va�Oa, I ' ` �� r . ..•, • ,�� , �� . , � � �.A3�- . k fid ,, <• � 1 u�. ti, � z1. r N lac. �... � 0 UMQa•/• ::9, v o i� 0 •� d •.,- •� � 1 , . � � � fir �. 5 �\ f .. , �► �� UL. � ..� �, N � - 000 2 v �1 Q - 'l g - . tri/• •�' r 11� �~ 0 1 N. N I' 2/.� r LESLis A A 5 - 1� . JOP 10,06 PL IL o 41 14 • 1 P. ,/'GNOYN�e aye. oV .�' �. o 7 iN 0 • ' • • OV ♦ • • • r l :1 lop V till; SECTION H-& H N. T. S. S ECTION G - Cy couc C //AN/V/V 5 L 1_. -'so %1 �•e ' , a 5-OLOCK {-1 G Irl WALL DETAIL • T • s• C Fok7 INF OR"A-'ION O tAUf SrEVCNSON, POR?0 &PIERCE INC. CML ENGINEERS LAND PLANNERS [AND SURVEYORS 18195 �fcDURN0IT EAST, SUITE C IRVINE, CALIFORNIA 92714 (714) 660-8822 CUNSTRUC110N RECORD Date By CONTRACTOR INSPECTOR DATE COMPLETED v %`\ , • /'' x. �F� % Q �gti° �-•. E��,�° �'' w,�, - - .G• 19 Lk 1' ► , 1 �g ,COAJ5�r qn p 3 `�.'03 M -t om. r , t ,r 6 a V�e ..... 0. 9 �j 4t z j 2 LL 4 . '�'► Ilk.� 0 • "�� T ♦ 1, •� M r / <275 \ _ C9,,� • T- ? oar -"��:. , �.� 14 44 11 00 Np_�% I ?7 i? 5�. 000, 4 z �5 1'(0 4 P�zt cr H 17 c 4MJ rto� --*.-_o_ . & - e L - v NG W 4 A47 7 CHA/N [ /NX ffNCf l"fR (�� . t • v �.2 .VVVnUL LJLti ►- . P .,(� /?. C f C 6+ W 0. S%D T• .�--..... ,,� • N �• LL' O 0' �• L u -..goo. /4 pNO 41601-� 1 COO :D c'1% OA u 20-00 IN 49 �' ` ``'`.. r • / r 0 w �•'� O r min ° yl �• r- • \ _ • M MAX. Gh�I[/ND r •'Q� , w %tV N D •g� o YP �` o ,L\�o° . o - o .0 min ��G'' u " •�-' �`'�= � 2� �i off" '' � '�"' o • . • � � CQNC. BLOCK i �• Dr w w D I k L 0 d l•AG O N lL k 2 v. s • l � Z? 4 " � 2 �.0 4 �' r•' , ,� �_ • �•y- � _SA L L BY - SEPARATE FERMI'i' 0.3 5 L~AI E M � N`T LINE M DE �T D r P� U l L D IN C, .A I�1 D ,Q ( 2� = 6"CONC• BLACK �, •�,�� ~' maSF- <Z7• r -r Y 3' 3lop LOCA TIO N S�1 P , �h \ { //iD I � � N• It �' � (� N �t�� a \• h 'ti lf2b 10 (01 15 0 50 I �o $� MAX. R E TA N ING 11 7 (v '\ LL L Ns�p - oWN iy\ �-{. j? •_ go1 s h RN%�i� G. j 14. f? - �; c.. • t , W ALL BY WFA R AT E P ER M I y%3A .-�, • D -9 Ott' ` N46 ate, r ; �j p _ 12 • 11 Al 4 44.99 4,j 4 2 sl�� POP q A Sh AD Lr <0' 51 1)7 011500Prr,^,, �,lr r G 11 � 8 C4NCr . BLOCK 15. ��v- 4 t`' � � 0 � �. N 47T 2 MAX. R ETAJ tW N G -"yTV it I ' {�_0 ��, • :.•.,, • • : t •� , • , *J& N CK WALK DE TAIL. - a� PROVIDE ICU. FT C' .� 2'' S2 5 N . �.8 A PER F •"�• �• •�•�,., Q .� �'. . � • +:.. Z � �� NY 3 NNWr z 71no�A C)r-AL�,< MIN b •.►�:�,. `L7.o�. •5•LL4 C FOR tht;ORMA I* •. Are 2� r0111 t4) r N , • IL NOTE • -•� ' 7 BLOCK WALL DE TA L RATE - A LL RETAINING WALL 5 TO -', �' N ��• N•T.s. �, roll 1�ar0QMA-'►oN PERM ITS -APPROVED BY CITY BUILDING AND �� . \ " � ..: - �. 52 5A'ETY. .00 Rr • Y Z� '•o J , f *0000 , V a •" � f C'. ct'. • P JI R E V I S 1 0 N S DxrE ACC'D ' •• ' H A R KS�'.�� - ��► Designed by Drawn by Cheeked by ' B E N M SCALE' _ t. � k I~ G RECOMMENDED BY: ��..�...._.____ DATE: C�-'/'•�v J111111W RIVERSIDE, C,0UN1Y BENCH MARK NO 600--62--69 BRASS DISC SET 1" EAST of Horizontal CONC, POST MARKER STAMPED 68 RESET 2.9 MILES S.E. ALONG PALA RD. FROM POST V OFFICE AT TEMEcuLA• 29 N.E. of THE PAVED �0 ROAD, 5N.W. OF TE POLE NO. 62951 C.W,T. 3• S.W. OF 3 CONC, STANDPIPE Vertical DATE 1970 ELEV 1039.378 ��• ��. •,y�,� •�ji�\ ,, �. � .•,. • --• �,-- ws a yr acrs�.va�rs LtrHrc i mc.iv i ur runssiu W URRJ PREED l7NDER SUPE)2VISION OF �yI /f�� ,� � / ro. 22+16�� ,� r, ^ ACCEPTED BY: _ _ �/1 ��'�Gv --- --- DATE. � � �.� PRECISE G PLAN & PLOT PLAN /PAC /Y Date�,(% . f�E N4l , PR l' iIL ��t► 224g10 � 9��,97 .C.E. N0. Expires R.C.E N0. p' ------------------- ---------------- p � 3 -------- Expires ,�- /-96 • ---------------------- LOTS 1 THRU 86 L 094-229 GR Drawing No. sn«t 2 or 3 4 C1 ' RIP -RAP Y4 TON IVOCX /.�' DR /NAG � 5 �'MFNi •, MICA" CNANNfZ L/N/NG TABULATION o mrroM siveLOT 2 n LOT19*^ ��MFRG�i�Y rL,� oU �� PL LOT• N0. TOYAL o • co�ct:::z /%10 USN flow f q �` 11161 P D 5.3 PAD f /b. . • a�� A� ., 1 6 1O 12 15 19 2a 03-7 41EV( QQ E R ,.� r l G a DR / ap�i %E.. , 1400 •.,. o ___ � i ale I s L y Z//1�Lc e� .r�' 6 l�f�/,4.� , �; : ;, d Q 47 49 52 59 f 70 72 7 7 $2 •� g / 1 a a �c• - - _ y _ �� ,�-�.� �L��'D C� 1�C1G ��ar`�"=/v' ' 2 5 7 11 14 17 a �Q /�'.� �N3'7" ND. /J' �$ 29 31 33 @-'3cJ@45 5 4.d/,,.�, _ 6005 5 14 C 3 � � r IPAP N ; ;f 6� 65 71 7 7 84 86 `\ CdNC � + ; •, i - ; , = ; "�., .-------. Y _ _ _ .`-, •_ 3 4 8 9 13 n16 18 21 02�21,�.-Jor Q X 89 1800 a 51 5 5 5 6 58 60 62 6 16ION D,* D V) V) - 11---" � - 34 35 @ @ 43 @ 3 �/ / • • �° �� id 66 6 \. �• 7 3 74 7E) 78 80 . Q y , AAs 64 r Q $ 1 � D , Q INDICATES. REVERSE E 41 45T ALS Lj � v7 1##jr40# -l°RD 74" `C � r� --� �X��T 5CA tj Eo �,�� ON sir. DRAIN SflVtN;r oZ 80qbm G: TCS 1 � �`;'� � ---�-- Caw f gIo. o .�8 o 40 ao /�,� 10*DRAIN1464Cla azo %ki 6iiimQ IkA r Irl Q r c of - Qz ; (A I - J` . -I • , �.� v 1 �' r -•- M ... 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Idk 00,40 10r0 tki 01 401 � . c4 oo •�� oNeb k 5 M TYP. t 4o.�7 �j 4 ., 1 0 12. Coll 0 .1418 1 69 .i e0o DQ M ' ' • p �6 )► � ��41 A'GI G. 11,45 0`0 000$ ' ,; �•.,:. JL op N ' - o 5 VV o �G ' G 4, • r6 -r8. y 1 2 o Q O' f +9.-1 I xev vD �- • We IL 2 1h e0o" r M 1 • 1III � I 0, o. a --- \ �o r I PORTO d� PIE M INC. _ � J Q.. ,n a' o , . H, \ ,,• �� `� �'� Naw 14 ' �9 1 X0.3 s o CML ENGINEERS LAND PLANNERS NAND SURVEYORS �a. •o 1�� • � " o ,� v� v►. b�• W) o CI) 2 18195 McDURNOTT EAST, SUITE C �P t --� -� o• '� - �.. Q . IRVINE, CAUFORNIA 92714 \ -• \. .p `� (714) 660-8822 -10 ► 9. `C � 00 6 6 - CONSTRUCTION RECORD Date By R E V I S 1 o N S ®Are ACC ' o B- E N C H M A R K SCALE RIVERSIDE. ,COUNTY BENCH MARK CONTRACTOR _. .. ._.,., . NO 600-62".69 BRASS DISC SET 1' EAST OF Horizontal CONC., .POST MARKER STAMPED 68 RESEW 2.9 MILES S.E. ALONG PALA RD. FROM POST �� lob INSPECTOR OFFICE AT TEMECULA 2 F THEPAVED .__ 9 KE. 0 ----------- - •--•-•--•-- ROAD, 50 N.w. OF TE POLE NO. 82959 C.W.T. 3 S,W. OF 3 CONIC. STANDPIPE Vertical DATE 1970 DATE COMPLETED EL.EV 1039.378 � �� .C. •a,' � `'� MRuVYFIR r'�" SWEET "L. ( II 1 I. � S Q� �l�l,�� Designed by Drawn by Checked by �, STfVFQ, �F.G. F.G. � RECOMMENDED BY. - ----------_ DATE: PLA R RPD UNDER SUPERVISION OF �,1n, � � �_ � � ,�, ACCEPTED BY:--�r�r�"�� G---CDATE: No. 2213�16 �. L� � 1� date S ��' i Walk l/G/NffR JJ� CIVIL �.� C.E. N0. 2244Co --_ Expires j�► ----------------------L-�-,-=----- R.C.E N0, _ 42993 ----------- Expires ----- PHASE NS UNITS I 19+3 II 20 � 22 LQ 22 DEPARTMENT OF PUBLIC WORKS PRECISE GRADING PLAN PLOT PLAN TRACT NO. 21067 LOTS 1 THRU 86 [Z:l LD94-2296R Drawing No. Sheat 3 of 3