Loading...
HomeMy WebLinkAboutLot 1-10, 70-72, 82-102 -- Precise Grading PRECISE ISRADINIS PLAN LEGEND SOIMBROSA BW - BACK OF SIDEWALK GRADING NOTES: DF - DEEPENED FOOTING FL - FLOW LINE 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE APPENDIX, FS - FINISHED SURFACEFG -- FINISHED GRADE CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. GB - GRADE BREAK 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BEA P1,ASE0GF - GARAGE FLOOR HP - HIGH POINT MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. LP -- LOW POINT 3. MAXIMUM CUT AND FILL SLOPES = 2:1. TC - TOP OF CURB P OVERTRACT � TF = TOP OF FOOTING 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES 0 E 5 HIGH. TG TOP OF GRATE TW -- TOP OF WALL 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL - TRACT BOUNDARY CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION - RETAINING WALL (BY SEPARATE PERMIT) REPORT FOR ALL FILLS OVER 1' DEEP. E2 � � 2 AND9 90 - LOT NUMBER 101 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN PHAS 5 LOTS 7PLAN 4C - HOUSE PLAN TYPE 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, FF=1109.67 - FINISH FLOOR ELEVATION AND LOCATION OF CUT FILL SLOPES. PAD=1 109.0 - PAD ELEVATION 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. HA 6 0 1m6j 70m7 & 93m102 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81 -420-01) DATED 4-26-96 AND ALL UNLESS OTHERWISE NOTED ON PLAN ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND SEE PLAN FOR DRIVEWAY GRADE CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF Q �Z v THE PRELIMINARY IL ^ 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 A\ �� 4) �p�• HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION _ ry r� 1% MIN. .r Q �•� MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN _ s� eA ` r N� NDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN I ON THEAPPROVED LA � ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. A`i� 3 _��l. 90 MIN. 2► 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, Psi"'-� bs 5 PLAN 4C 2� MIN. DEBRIS TOPSOIL AND OTHER DELETERIOUS MATERIAL. o - MIN. G es P.L. FF=1 109.67 M=N' 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, °' I PAD=1 109.0 AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A5i z Ar REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. '� ZI 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 3 1 TI GF=1 109.0 STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER � �' �� . AND DAMAGE TO ADJACENT PROPERTIES. - 1"i :. MIN. MIN 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. / � � i' yF`` ` 2% MIN. PAD 219 MAX. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY yp DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. hs lop 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SWALE SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING I �' SIDEYARD LOT DETAIL TYPICAL LOT PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN DRAINAGE DETAIL SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ,i '�° p �pY� 'y N.T.S. REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. / dp 4gtiU_ d N.T.S. 19, EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS �° �" � 3� 0 10SIM OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND � 1% 403 COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL �► BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 0 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 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. EASEMENT FOR ORr0�4 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF STREETS ANDPUBLIC UTILITY ANY CONSTRUCTION/GRADING. PURPOSES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS T0 0Ro � g 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 CITY ENGINEER FOR REVIEW AND APPROVAL. eR�MO �P� G o 0 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. M Y 19 qI'o r IoN SIT 0) -j 25' SLOPE- 22' STORM DRAIN .l- EASEMENT R03 ECT .-- _ CAS��NA 7 �" EASEMENT 30' SEWER SITE 0 PRI* DR\��,�sZ•AQ z W DRIVE cn EASEMENT- s` �� �( Z4 w "' -� 1REE Z ? m rnV l,N�o S 19 w � co '7 Gp,68\PN Q! CD �ERS�PjE INDEX MAP VICINITY MAP -0 BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING SCALE: 1"=120' 0 ORE o Y Underground N.T.S. y � 9 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 4 Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER DEVELOPER: ~ °n of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN / `n MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS Call: TOLL FREE CONTINENTAL HOMES 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 12636 High Bluff Drive z 1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. Suite 300 422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. I San Diego, CA 92130 LDO -005GR TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128-410 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: 7d- The Keith Companies PLAN SCALE CITY O TE M E C U LA ESS/QInland Empire Division AS SHOWN ' Drawing No. ��`LIA4f s F� RECOMMENDED BY: DATE: Z d� DEPARTMENT OF PUBLIC WORKS Contractor �4 "� PROFILE SCALECD 00 C D 53613 O 22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234 NA 03 PRECISE GRADING PLANSIns Inspector � � ACCEPTED BY: DATE. t sp' Date SEE ABOVE 24182-4 r PIa Prep re Under Supervision Of RONALD J. PARKS TRACT N 0. 2 418 2--4 Completed `�q C1v1� �Q` "Lz1. Date �n DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 5 LOTS 7- 1 O 82-92 AND CALF MARK W. SAMBITO DESIGN BY: CG - LD ' " R.C.E. No. 53613 EXPIRATION DATE 06/30/2003 R.C.E No. 19744 Expires 9/30/01 PHASE 6 LOTS 1 -6, 7 0--7 2 & 93- 102 Sheet 1 of 0 CHECKED Y: Ca- q ' 85 84 PAC*1064.4 PAD-1083.9 IGD = a Q 83 it o U-Q I PAD-1083.4 it 1 I 1' '° s 82 PAD-1082.9 � E 3 0 -- b 4• G 80 S 79 r I 82.5 ,rQ ry ,cz ( PAD-1083.5 ! Ui 82.9 9 it PAD-1084.0 PAD-1064.3 r 9 Z.ra 1 �PUN 3eI I 100 N � a� I 5.3 7 � 0.5' - --- � O� a ) FF=1084.2 PLAN 2CR y J O g it a 15.0' I PAD-108 J S FF=1083.77 5 Q, u-a a�' ;a v 5.0' PAD=1083.1 1 Tc . int �` 22.00 I 5.0' _ �- - 8 .1 0• o I r Q s 55.07' 86.74' 19 i t6+0082k, �y 16. 'ton 4 .14 a - - - - - - - - - - c� NIL + go.00' I �- �� 101 5.0' 61.5 �o r ozvlp GF=1083.27 PLAN 1AR 0.fi' � � w b o FF 1083.27 k Q 7 ` as 5.0 .' j PAD-1082.6 5.0 & o 'n �1 F I l3 •z e p .- r- 5' r V 50.5' �� 11 p I •oo. r�' 102 © J Ft 1 2 .7 c 0" QW 1 Q.17L Q,c� a� Or, $fig. �b` 84. PUN 1 B PLAN 1 CR ... c'`� 8�' �.S FF=1082.77 0 0 10.1' 5.0 PLAN 2A o - o .. L-G G�q - FF-1082.17 0.s' FF 1081.97 �y + ,.. . 9 a u a �, PAD-1082.1 N 5.7 PAD-1081.5 = 10.0'' oma. rn , 18.0 a a r� 81 0 F= 7 - _ 4.0 1 0, PAD=1081.3 o �'� iv y Do °' 0 8' 30' r o I d _ e I �` �1` b� �n ry ♦ 'v 0' 20' 20' 101 ( 0 p ]��. pk j�''�"''''VVVVV, g1' 80.00' 88. mob• S� r: ry rd Ga 4.S' -G j j •3 + I ^ F=1082.27 . 9 r11- 2 _ ^'�4 , 1 ` 6.5' =1 1.1 F-10 F1Gg ` O '7 o 1 a bt s '� �• ► r- n jj 19 T >K `a r� O� 0 116 co + '1`" �3� o 'O. c FL GR aft m .� r c�, a w a0 0 I iv i 31 ap ry• a 0�O 2 GB p.- 'n M d rra O r- Z 8b'4 0' �3 r 8, j 8 a° 1 p� I --� n Z r 10• r�� �. 7 jl J O O 1 r 0 i 1 1 1 Z � -max � 11 CZ) a �a 1 � e l � ,� � )9 9 ...__...-.. _..._...._... __. _...._... '� 'L, '� �• 'yds 11 10.2 co Cb CA w n - 11 I Ar � � 11.3x ,, e► hh� v o c� 2 - x38 I p } - n�v � G 1 7�•7 +.� ,I ;� U� s a , - G o � J �y � 150 w N p 7 .3 n bo)l I + 0 W 1 X _. ' r ro o .,._ Jc d ao I o, G 4 N Z C-4 rn 8 -► A J� CL 16. '0`N ` !.al 11.2X n a a 10.0' I 4� N S _..._.-.. . . r 1 o:j °D I o , D `� _ .__._.... xM G + �7 ``a r o c�, 1 S !1. - _ r _.." 4? 88.69' U ( a ` W° I Q 5.0 48 7o. F g .f .q r C7 15.4 ga• ^ o o, - �� '`3*9 `� �g X79.1IF G 0. A I-=44. 5 00 00' F )e � �� A s ale a Kv r � ,, �n rb'` �G • GF- 1 '_ .-. .0 ao m oa � � a . C >r d �n �? I ":� ➢ �. - 10' / �• 0�2'6 • ao of 4 r a t ao aD 6, _ \r� o ` 20. 20 �, - - ~ -- � �� (.- � 5•0• 7,5. F4_GB Gb -G9 r r � � ---•- •� 1°0' ?s p 98 .� GF=1081.17 =10 0.97 F-1 \ 1 0 0 N N o' Fc v �xv ie s 5 5.o.�' 4 Ge a 2. e°_ce �►. FL -c ,e.o. Q 1-o ^�' ' 2.6 PApa�3 s7 97 T ' 5.0' 5.0' �C O CL 6.5'DW 9.57E n �G o 10.0' l�3 0 g. ao �J &n 6' ( 5.0 �� 14 N `` R a {'6'• FL 0 ,9 PUN c., o - 09 O O! 3 8 FL FF=1083.1 ' 96 4• a o L 0.3' ---� 6.Q' ; $ -- --- 7 o Z. PADw1082.a , vi.�w 1cR 95 94 p F93 11. �� ' -F o Q c d FF=10x2 57 PLAN 26 PLAN 1A PUN 3CR 0• as c 0�1, $ti. 81.4 PAD-. FF-1082.17 q FF=1081.97 5.0' k =1081.77 $ z i � ^� 1q�i � 153 S� PAD 1081. PAD-1081.3 �' AD=1081.1 •5 o ad n Ka o _ 8 OD 1 LO a I ' U o'o p dA a b��� /. a „a �C�� '`, �8 c�rj j 10 ai q. 1 L N $o 0, 0 1. tiA F o '` r 15+66 6 1 1 a u7 8 ( $13 - 8.0 , 39.4. I 2.0 16. 55.0 F�- I"1.f.5 VII, o - - =. - � , LOPE O �, 10.5% o FL19 5.0'�1Q/� b 6 o N EASEMENT + PLAN 1 BR 860.0, 8 �` r G G 19•/ 0 Ci 1 G b q� � FF-1082.37 A PLAN 2CR '2 � 4 PAD-1081.7 F=1081.97 `� �`� 89 �. 793 7 N .c2 7 •7 1A.0 ,� wi o6 PAD=1081.3 0.3' PLAN 1 AR �,� 7 j4.0' 20.00� 0. > •� n F FF=1081.47 90 FL 0PLAN 3C .3' 91 9 2 0.3' O o� 5.0' 5.0' PAD=1080.8 5.0 5 0' FF 1080 97 6.0' S•0 PLAN 1 BR 5.0 PLAN 2A J s ,. - '1 ^ r O �Q� g • FF-1086.47 FF=1079.97 a 0 LO N I rn -N 10"-'� � �S 32,5 '. ' ti PAD-1080.3 0; PAD=1079.8 4' ,n PAD=1079.3 10� 3 15+16 3 >a Q 116.5 no 0 G coq 4' �- a - - O° _T ,? r CL16.5 DW �a o GF=108 T.4 I 0 1' oo alt AN 103 IK o bt K k so = 19 U L=2 .9 ; F= F`- = F=1079.47 �G u+a 9' s fi ax o a►e a a aft a p 14+85 44 ^ 18.0. O 1 C i r0i �t? a6 n I a •,a ,. r �! �1 00 n i CL16.5.DW /r�� n°o •� r r o ,. 10.0>r 10 I " rTf n o I n qG of It1 9 �7 ] , .. -J� Z o l - "1 �q 9.QS. _�.... � �;].1� o Bim._. •d". F W f u � � of u7 , '� a 1 37.8 lilk LO Pq \,Ao 1) oa ` 0 98.00' I 4/is, & + cv 12+00 o 011+00 U ti 400 3 a JAMARA RT 0� '�r-0va "'•' 9 t A - va± oa 14+35 16A� A � a s a >r ,e 4 0 C� �p3 U� _ I . CONSTRUCTION NOTES !� �"� r J 1 v o '1 v u W W v A 33.0' � D 10.97E N oil d. go sooe, '` '`� ''o. FG �$'FS �� � M 4 :� o OPER INSTALL 4 TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE 6 �, - CITY OF TEMECULA STANDARD DWG. 303. S 2 5 " . ,. 40.00' 3�0o,• ��. b aft aso o `- ,t'n E' I 2 j 2 INSTALL 12" X 12 DRAIN GRATE (NDS 1230 OR EQUAL) C? S• FS 7 vi r a r alt p o n 107 80 INSTALL 4" PVC ( SCHEDULE 40) o \ N - GQ o f2 yc' \ .. �" •� :1 9 I - _ -. --1 2' 4.3' 9 N vi ji n r g 0.3 5.0' -� l a i O o 0 41.5' o °° I 9 Q L_ ._ 84 0.5' S.Q 83 82 z I 11,4X ""�1. _ M 1 a- PUN 28 5.0' 5.0' I PLAN 38R w i +68 7 16.0' O 10 85 q• FF=1081.07 CL PLAN 1 AR ,1 FF=1079.97 .3 CL16.5 DW a 1ti I s e � FF 1080.47 b. ¢ n 11,97E o :F • $b 0 `20.2 PLAN 1 C �' PAD-1080.4 3 PAD-1079.15 '1 PAD=1079.3 > c� D • 1 a P�,N 7 �, FF-1081.57 is 3 + CV b� r x¢108 81 3 p 4A•� PAD-1080.9 "+' ` 00 rrn� °g D�1° i r�1' 4 �' 9 o N O n 5.5 .. � -- 'nf (/) C 1 RC1 C? �,� I d } f F- ti,�' o 13+35 45 $ o a r GRAPHIC SCALE 4 9. a 2 r r .a CL16.5!DW n "' o I n o c� .°$ FL cr 8 r 3 F 07 d, j [L 3 ,t. r ' ` r°.'o a ( IN FEET ) 1 50 0," F s O " -- J H zo ' CL a- l 19 c M y Ln { I 30 0 15 30 50 90 � FG �G 4G a SORE � 4Q• ': � I ' � �? � roe Underground 6 og cT g Service Alert L•090a L!Vd 1„ 30' C of Southern California LL OSO l= 1 LO Call: TOLL FREE " 1 -800 422-4133 z TWO WORKING DAYS BEFORE YOU DIG L D 01 --0 0 5 G R Ln CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE ` The Keith Companies ESS ►,1�►,d Empralc , �"=3 0' , CITY OF T Contractor �o-'AM s 2 o a/ DEPARTMENT OF PUBLIC WORKS Drawing No. RECOMMENDED BY: DATE. 7- �,� PROFILE SCALE � ao � 5 3 613 0 ?re90 Ca�ctur Aw►N�, Sr�1Me ,bo Morwio bb9sj►, a� 912553-9024 (909) �,3--0234 N A .. Inspector ACCEPTED BY: � PRECISE GRADING PLANS SEE SHEET 1 �• ���� DATE. Date Plan Prepared Under Supervision Of RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 24182--4 Completed Date DRAWN BY: LD PHASE 5 LOTS 7-- 10 82-92 AN OF- CALIF MARK W. SAMBITO DESIGN BY: CG - LD ' D °' R.C.E. No. 53613 EXPIRATION DATE 06/30/2003 CHECKED BY: CG R.C.E No. '9744 Expires 9/30/01 PHASE G LOTS 1 --�-60 70-72 & 93- 102 Sheet 2 of 2 0 2