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HomeMy WebLinkAboutLot 1-10, 54-61 Precise Grading i v W PRECISE- GRADING PLAN t LEGEND BW - BACK OF SIDEWALK DF - DEEPENED FOOTING FL - FLOW LINE PASE0 DEL SOL FS - FINISHED SURFACE FG - FINISHED GRADE GB - GRADE BREAK GF -- GARAGE FLOOR HP - HIGH POINT LP - LOW POINT HA 6 TRACT NO , 1 TC - TOP OF CURB TF - TOP OF FOOTING TG - TOP OF GRATE GRADING NOTES: F WALL O- TRACT BOUNDARY - RETAINING WALL (BY SEPARATE PERMIT) 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, 90 - LOT NUMBER AS AMENDED BY ORDINANCE 93-04. �� ' •"•'"` "' � PLAN 4C - HOUSE PLAN TYPE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A FF=1 109.67 - FINISH FLOOR MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PAD=1 109.0 - PAD ELEVATION 3. MAXIMUM CUT AND FILL SLOPES = 2:1. ? -1 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION UNLESS OTHERWISE NOTED ON PLAN REPORT FOR ALL FILLS OVER 1' DEEP. N da * * SEE PLAN FOR DRIVEWAY GRADE 6. 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, N 4 Po S E SH 2 �z ELEVATION AND LOCATION OF CUT FILL SLOPES. N J N F 90 �M w•� i` �� -.1 FG 1% MIN. Q �. 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. CT 24182-5 S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. N tA r 9. ALL GRADING SHA N LL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS m INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96--81-420-01) DATED 4--26-96 AND ALL � w �► ', ;F 3. ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY �y► N CT 24 Z-Z I 90 MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 1' CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF N 5 PLAN 4C 2% MIN. � I THE PRELIMINARY SOILS REPORT. �„' P.L. MIN. MIN FF=1 109.67 tr ' PAD=1 109.0 . z 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 N HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION w zZI 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 N N '" 3' 1' �I GF=1 109.0 GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN MIN. MIN. 14 ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABII_7Y IN ; z ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 0 2% MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUNDUNTIL H PAD 21� MAX. � � U L T E GROUND HAS BEEN CLEARED OF WEEDS, N ,� � � � f DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. O N S 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, to AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A j SWALE REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. Too�JA,1,O �• �• 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE LA ��' STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER r SIDEYARD LOT DETAIL TYPICAL LOT AND DAMAGE TO ADJACENT PROPERTIES. CT 24182-3 � .00 a' � N.T.S. DRAINAGE DETAIL 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 10^ - N.T.S. .10. ,,_.. '"ISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING z, . ?M CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PRGTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CML 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. 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 TO RIVERSIDE COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALLe'9 To CORONA BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT }L - IRRIC :;aN SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 20. FINIc"' GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4* PER FOOT FORrn A Mt IMUM OF 3 FEET. / 7► � �,R R 1 N !R INDEX MAP 2 0 CBS UCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SCALE: 1"=100' 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. co 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS CONSTRUCTION NOTES �o x� ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED '` r� DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1� INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE p AUSA 3 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. PER CITY OF TEMECULA STANDARD DWG. 303. 2 INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) C/ty Of Temeculao. PR03ECT SITE 3 INSTALL 4" PVC ( SCHEDULE 40) LA ppRtd�' 0 o_ C�.MY w Of WA TO SAN DIEGO 3 -o BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING FORE Urderground 2 1/2- BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION VICINITY MAP o Sq­ ce Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS N.T.S. .4- OWNER/DEVELOPER. N 01 ,ern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN � N • RECORDS LO C., Dll FREE MARGARITA ROAD, IN THE ,N.W. CORNER OF THE INTERSECTION 1' E. OF BOOK 159, PAGES 38 THROUGH 61 OF MAPS, 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 L 300 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive z 422--4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Suite 300 LD99- 12jGR TWO WDI�KM DAM BEFORL You DIC ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130 N • T CONSTRUCTION RECORO DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF TEMECULA . ESS/ MMbnd Empire Dr�+rsiwn AS SHOWN D ra w;ng No. V_DEPARTMENT OF PUBLIC WORKS Contractor cvl PROFILE SCALE RECOMMENDED BY: DATE: al Ins for _.....__ .__� C7 L L�afe�ter t�10 fteto AMwmw, Aft 3W Onm %ft. 01 liS�4M P� � %. low ACCEPTED BY: DATE: � �- PRECISE GRADING P LAN S -. SEE ABOVE 00 completed - �����- - � � �p.i�-31-oz � '] Ions Prepared Under Supervision 0 RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC wORKa PHASE 6 TRACT N0. 24182-2 --- - �q � Date I DRAWN BY: LD OF CAOGE(5RGt A. Y DESIGN BY: CG - LD PAS EO DEL S 0 L R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 HECKED Y: R.C.E No. 19744 Expires 9�30�01 LOTS 1 - 109 & 54-61 Sheet 1 of 2 r , vs Pik ... .. • OD I PAD=1102.7 PAD=1 102.5 PAD=1102.3 PAD=1102.0 PAD=1104.8 a PAD=1105.0 6.36 22.00' PAD=1107.8 PAD=1105.2 1.79' PAD=1105.9 � 65.15 11 V 102' I y 51.02' 51.02' 51.02 Off, of Q�F� Oryx °,9 OCG *7 4 5 0 '1. ,cam N F 1 67.53 0 O� �' O G C FG �c 01- + G F 58.03 y J 7., 4 9 53.42 0+68 00 ao 1 x Ob O ,OU �� °.� 0`32 0 ,�'b � i� p FC N c 0 01 1 FG •�? o� '- I tiA •� 0� yo�� o G ,� •� N FG ° 6 �. S TW=08.70 FG - ,r �� lc ,\'� FG N �,c• FG ♦ � c 0 TF=04.70 - c� I ti , 2,r �,� F N o 0 0 ObQ�F 3 ° P_ 02.4 0�'Q��� O�"•F�, O�Q FL � �r ��•2 a o o ),) / tiL 1 g 6 G1 6' S' o a 6.3 3 oti• �, F � z Fl L 2 �!� a 019 5' O ?S 0 •F�. O 5, F�- f o� F4 [ 11. 15' �[''� PLAN 1 B Q 52 1 F`- 2 1 3 4 5 FF=1102.77 eV% PLAN 4A �' 3 K) PLAN 2R t PLAN 1 AR PAD=1 102.1 ti A �h• FF=1109.57 PLAN 1 Q � n z 3 � =1104.07 � PLAN 4 � Q FF=1103.57 m PLAN 2A PLAN 4 °° Q � FF--1106.57 ]3 + 4, Z ,. FF o FF 1103.37 � rn 5' 6' a FF 1 103.87 0) FF=1103.07 0• '90 A •� D=1108.9 PAD=1 105.9 PAD=1103.4 �, PAD=1 103.2 Q PAD=1 102.9 PAD=1102.7 O 'Q aID Q.1 Q oc 1 PAD=1 102.4 O DF 1� ? F( 9 0 100+ 1111 c� -n 7 DF I r DF O DF OF DF 10 + 0 'G O� 19 DF 21 - e' 13�(?? 9 I D 0.1 k 00, F\.' '2`- ao o 0 G� I 5 Off' C O� 6 DF •4 9 O 5 '' G� °? �G e o G� 9 o G F[_ G F=11 7 12 1 a •� GF=1 109.07 •g g. �,..� c I F _ O O ` 0 bbG � �- F\,' [ice 5' ���GB F�.' © O 'l G�,�. 0 �` cn GF=1102.57 Hp- 7 0 .G o � � GF-1103.37 K �. � � .� 00.5 13 FL-G GF=1106.07 F�- 0�: GF=1103.07 GF�1103. 7 GF o 1102.87 0.200 PO DF N �,��1 r�p� FL�cB F[ �.. 40 0+00 •s n N c�i TW=08.70 _ "? �'� ?� ao o; b� ^ ,; ^ 01.5 0 o k�5 s `�� L=25.79' �O ��' .� . IND 'q TF=04.70 OM '9 tO O -Gg ' 00 F 37. 13 �O O 1 y os 4 c, •ns,x ►�rD d ,�� �� '� !� � S' 2- FS o r O a O F O 53.40' 5.02 ti o F`' J` F`' s' 51.00 �' �`a s S 00 �� ° O F5 �` 18 4 t� 50.4 51.00 51.00 15.0 o O •6, �-RW r i L=17.87' 'cS` 15'+ BW , I -CURB FACE N o, o, o o $ o �'� o ,n o V '' O 6, "� r F( I ¢ in r t +. .. C) N O N iA ►OD r- � ♦ 1A ; N off V ^tp' 4.,. ' O J co N 9,9,915 r U N ~ 42 FSr Qf �.•. �. r� $ r r f r bL 13 00 p 14+00 a°Do 15+00 6+0 h 17+00 3 F` Zo C14 in i0 + +cp +tC M +w- W. - C­-11­­rF 4-11-0U + m iA + �, ,r 4 .- .. _Pn r....... w ! _. r` W.W.. . ..,.,. ,.,.w .- . ... . t � m N - f'J 0 V_ J7.7 o r- Q _T V V oo• G 1��` to goo . . ._.... ( It, STREET 'y°� �`°� 6 Or, '1• ,c�°� D� '`> > .c.$ ti k f' g Li t �_ 53.00 .00 �5231.00 50.00 50.00 50.00 50.00 50.00 30.75 ]0 iv 4. 0+00 'vs ,. =10.03 J' O�� TW=07.83 K m o io 1C K r. k K io io K K ...f 1099.66 ------ O 1b =06.7 o N K o *- O��� .- as °' .r 1# V_ rn rn av K oa K N P'? ° �� TC L=4.32 rn TF=04.50 o •: o Con) ,n o os _ 0 o,• O n N p3 S �'� F� 8 '0 m. m ..._..k W 10' GF=1 105.67 GF=1 104.17 �q ti B '" ' ce GF=1 103.67 GF=1 102.97 GF=1 103.2 0 Gg 5. GF=1 102.37 � r. � 110 .47 9,� O O 5 \, GF=1 103.07 po 0 OJ 02 Cad F F( 9 O O oc o s F�p ce S 5' 1 Fo O ce 5 5' `° �` .°? �.°? -G� �`c •� `' o H A `� '�,c o oe Oti•,G ce F� 5 F 5 5 [� • a N 0.2 B :V 0.2 \, �c O DF 15 '' Z 11 p a'♦ 5' DF O F 9 `'� 9 " 5' 0.1 8' _j Q 0 L, t D 0 DF ��r 1 �° _ 70 20 DF 5' 60 a' � N � o �54 o S' `]1 m v 59 il 5� 57 a 56 " ; 1 �5 OW 16 o o I g �3 6 PLAN 2R PIAN 4R PLAN 3R 02 ��° PLAN 3R °0 PLAN 4 co 55 PLAN 4R `� 0 o0�5 �� � ov o a `o mos 0.2 9 FF=1 105.17 ,�[ 8 4 PLAN 2 FF=1102.57 0 I in F 8.2� -4 ° PLAN 3AR DF FF=1106.67 9 F`' PAD=1 104.5 FF-1104.17 °0 FF=1103.97 5• FF=1103.77 0 2? FF=1 103.57 �o� PLAN 2R PAD=1 101.9 �, � 92 22 o� FF=1108.97 1 PAD=1106.0 1 PAD=1 103.5 = 1 3.3 °� PAD=1103.1 PAD=1 102.9 C `� FF=1103.37 Ln ,,,.r L=S. ____--- PAD=1 108.3 �' Oh•F\. os o�9 Oti PAD 1 0 moo? 9 + PAD=1102.7 0� o � CC54 40 in r 2.8 �, 3 0 o FL + o°' n 0+64 o f �, F y a a o qt TW=07.83 ti°s 0 z / FL a i + o"' .n o� ( '° ° .1 so I h ` N ti0 N _f TF=04.50 'O + .�°r h�-� .�oW O�•FG o 0 N �� �� N �,� Q� ",+� °� N 00 0 orn ,,� O F p FG �.v� c?� 10.0 ;5 `y �3 4 'F N o o ° O 50 01' 50.01' F� 57.27 o O ]6.7 F FG DEQ 3 N G 50.01' 50.01' 53.01' 53.01 53.01 50.01 51.30 61.06' `�' 51.30' 51.30' 51.30' 51.30 v k•,rl I os 51.30 09. 51.30 53 ti •--- FG C 3 51.30 S O 51 5 2 -ft-I 47 48 49 Oarn • ,�, 08° 46 PAD=1103.7 PAD=1102.9 PAD=1102.3 , FL a.� 0 8 PAD= PAD= � PAD=1106.6 PAD=1105.9 •� PAD= 93.00 110 .0 5 � TC 62 co PLAN 2A 6 , �. _. m -.471 FF=1109.97 g o =1109.3 $ $ o o ' + - � PAD o $ a0v ID 30' 0 �• 5' o Ow °� $ 0' 20 20' 1 0 M N LO � N w, I DO•� ,��I O CONSTRUCTION NOTES C" 3 1� INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE at' PER CITY OF TEMECULA STANDARD DWG. 303. N 0 2 INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) J- 3 INSTALL 4" PVC (SCHEDULE 40) GRAPHIC SCALE � vl 3t IN FEET ) o Underground 20 0 10 zo 40 so 0 cT Service Alert of Southern Colifornio N LO COI. TOLL FREE `_ r7 1 -a00 1 ~ - 20' z 422-4133 ,woo WORKI c MYS WOW YOU oto LD 9 9-- 12 5 G R - 00N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE The Keith Companies » � CITY QF TEMECULA o FESS/A a 1 =20 DEPARTMENT OF PUBLIC WORKS Drawing No. Contractor cam _ PROFILE SCALE RECOMMENDED BY: DATE: rn c� L LeeteAer nM cid.�.: %ft JIM � rely►, CA Vaca-11M �) es>�x � o Inspector SEE c ft. 46M ACCEPTED BY: 4jDATE: K PRECISE GRADING PLANS Date 1 �p PI ns Prepared Under Supervision Of RONALD J. PARKS o Completed `r � DatC "Jq DRAWN BY: DH DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 24182-2 Ur CAILL GEO G E DESIGN BY: JRW PASEO DEL SOL R.C.E. No. 920 EXPIRATION DATE 12/31/2002NECKED BY: R.c.E NO. 19744 Expires 9/30/01 _ _ PHASE 6 LOTS 1 -- 10 & 54-61 Sheet 2 of 2 0