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HomeMy WebLinkAboutLot 6-10, 28-40, 86-91 Precise Grading PRECISE GRADING PLAN GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PASEO DEL SOL APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. LEGEND 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A BW -- BACK OF SIDEWALK MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. DF - DEEPENED FOOTING TRACT FL - FLOW LINE 3. MAXIMUM CUT AND FILL SLOPES = 2:1. NO . 2 185 FS - FINISHED SURFACE 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. FG - FINISHED GRADE GB -- GRADE BREAK 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALLPHASE 2 LOTS 6 GF - GARAGE FLOOR CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 10P 28 40 AND 86 91 HP - HIGH POINT LP - LOW POINT REPORT FOR ALL FILLS OVER 1' DEEP. TC - TOP OF CURB 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN TG - TOP OF GRATE CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING TF - TOP OF FOOTING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, 23 TW -- TOP OF WALL ELEVATION AND LOCATION OF CUT FILL SLOPES. ' ' -- TRACT BOUNDARY 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. -- RETAINING WALL 90 - LOT NUMBER 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 2s PLAN 4C - HOUSE PLAN TYPE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 34 FF=1 109.67 - FINISH FLOOR INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81--420-01) DATED 4-26-96 AND ALL 73 I PAD=1 109.0 -- PAD ELEVATION ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF ' THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION r2 ' To RIVERSIDE MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ' c TO CORONA 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 1 4r r ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, ' DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, 7 AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ro o PROJECT 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE `C/ 'L ' RD' L' SITE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER / •p 38 p p,UBA AND DAMAGE TO ADJACENT PROPERTIES. y 3, � 00 cit of Temecula D 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 29 3p �� y a R 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DE POR�o� DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 9 39 HIGHWAY 79 PANUuA BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. A GSM WAY 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE ' TO SAN DIEGO SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. VICINITY MAP_ W 8 . CESENA STREET4� NOT TO SCALE 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 8 " I PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN ' g; 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. o a 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS ' ,o OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND p 4r COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL ;v 8� BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ' < '00 I UNLESS OTHERWISE NOTED ON PLAN IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R rn �� ga, +# � SEE PLAN FOR DRIVEWAY GRADE ' 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/41-N PER FOOT FOR 301 30, 91 90 �g A MINIMUM OF 3 FEET. ' 10' 20' 20' lo. 093 4 2 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1% MIN. �.Z Q�.. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF • ANY CONSTRUCTION/GRADING. ' XXX "z N 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS * ' ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED r �, •x �3 r DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 3' SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � 0640 ■� �� 90 MIN.5 so 1 , 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. P.L. MIN. PLAN 4C M N MIN. INDEX MAP FF=1109.50 - 3 PAD=1 109.0 z o NI 3' 1• r GF=1 109.0 CI CONSTRUCTION NOTES MIN. MIN. 2� 2% MIN. - : 1 INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE PAD 21 MAX. O � � PER CITY OF TEMECULA STANDARD DWG. 303. o 0 2� INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) o 00 3Q INSTALL 4" PVC ( SCHEDULE 40) / SWALE �� Ln T 50 25 50 100 SI D EYARD LOT DETAIL TYPICAL LOT _ N.T.S. DRAINAGE DETAIL o GRAPHIC SCALE. 1 -50 N.T.S. 4-1 v FORE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING v J, Lj Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION �I s 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: of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS TRIMARK PACIFIC HOMES M 1 --800 7' CHAIN LINK FENCE, 21 'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 85 ARGONAUT, SUITE 205 Q OF P.P. (N0.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. ALISO VIEJO, CALIFORNIA 92656 � 422--4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEL (949) 465-1655 LD00-�- 137GR �- TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 . rn 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pe n i" PLAN SCALE ETKC CITY OF TEMECULA o QROIF SS/q AS SHOWN Drawing No. RECOMMENDED BY: DATE. DEPARTMENT OF PUBLIC WORKS 0 0 Contractor cill PROFILE SCALE N Inland Empire Division 00 Inspector ` ° A. Imotesce 22690 Cactus Avenue, Suite 300 Moreno VaNey, CA 92553-9024 (909) 653-0234 NA Q�' �,, +.r- �'i PRECISE GRADING PLANS P No. 45920 ACCEPTED BY. DATE. Date SEE ABOVE Exp.12-31-02 * Pla Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24188 CD CD Completed �P DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS CA \F GE G L Date DESIGN BY: CG - LD PAS EO DEL SOL R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 R.C.E No. 19744 Expires 9/30/01 P HAS E 2 LOTS 6--- 10, 28-40 & 8 6--91 Sheet 1 of 2 CHECKED BY: CGL\e W. CE f CV �► N 2 1R co r rn c0 �� 29.4 H CVdJ = 17 MIN -•- --- � - Ki � n cv - �3 ? 360 .�'0 rye•�� � 44.TZ.`� FG•,,� � r7 M .0 z �p��. w Ci N n ��1ib• , 27,4 coI 0d' k' k$ N rv� 5� LEGEND 41-71 FS �.o7r �� N ,....N k, N 29.0 o. BW - BACK OF SIDEWALK 2g.3' o b Lu- " ' •aN -woo ..' .., 4. s y - �� I �, � •jam �• � � o'a .�-,r.. DF - DEEPENED FOOTING zo. , .•, 3 � T b G FL FLOW LINE ti �' ���� 3 1R�p F3 FS - FINISHED SURFACE 101.26 1% MIN •�g�° ,�� ,, �' �.� � e , �. 27.39 ti DO'S' Nom, r, � '2ti9'g3 FG --- FINISHED GRADE a � ix MIN ..._F�3 9 TG S �U h \,LOO to �.. t f17��' 8 �'P GB GRADE BREAK 20.0'_ °°' .`b GF - GARAGE FLOOR 4 ' 0 10.470,,� �. 27 ? a N ,� kk5 HP -- HIGH POINT PLAN 3R t N N^ . _, �, ry4� �✓ ..--� �,�, o �\N o,�,k' 4."'� �� LP - LOW POINT r' - F\. N II 9.170 ^ •' a 2 �` N N PAD 1226.1 __._._. - �' � 28.3 � TC TOP OF CURB �.. � � �Q M r�N '��•~ � 'fig . o -' a' N "� k 20.0' ; N N �' ,�5�' �^ \ `�` B O. 1 c, o ;.. 1 �, 'I• .. \ `1 $ ^! N H - .� TG - TOP OF GRATE .__._. 3� t�titi Al �,' ,� S o F \ t fix:, ,o n `'�y� y G� TF TOP OF FOOTING �' ry TW�'�• ,� meq• 219, e ?.s - TOP OF WALL o . . _ ry� �,�• 25.1 �, , . r - C �, g �^ •"' � � a � • _ '`� �� - TRACT BOUNDARY V . 2- MI e.ry7 o / �. s�, po' o ., RETAINING WALL ti� / 4 .ax,�. , DW ti 76.02' 43.1 \ �' $�'� '° `� 9 LOT NUMBER - zs �s p ry•► e.6x 15' ry 56.32' �' �6, �� �yx$g'o�► ��° k,la• 1,y5 PLAN 4C -- HOUSE PLAN TYPE ,`O G i 176 MIN - h cS� - 6' II yr 1% MIN �, . - ,, 27.7 ° FF-'1 109.67 FINISH FLOOR m rye`' o o, 20.0' 10.b' •e ryK n �,� SSG ti�b� ` \ -� N H _ �!o PAD=1 109.0 -- PAD ELEVATION �° M 10.0 :0' 30. R r: 4. 4 M 1 M I N FFG �'-� �� O O Q N er v 30 �'�` N -F 0 �, 3. 1� It 88� 4 P L � M 2Q.2 �� \.� \� r` \ y�, �. �s' �,T 3 �tt� ,nc8p r '8 �' 4 4°• J j J G l I 1k i ^��/ b /. C 3 \4 \„r I ' w ry� ,4 `L1• HP2�t• Hp F� Y ryg 6r L0 1 R �� \ �'.n v \ • �1�,2� 11.0' 27 1.4 ''` $ ;; r4� 19 MIS_.- -�-� , i p I 29 2 ppD=1226,528 all109.5 "' PLAN 10 1:2 PUN 3 arc '�C 3� z 2 a 9 4x�4x 1 '30.53 �I 0 0 FF 1225.606.0 6.0 ,2 •os Ink C9 + =1225.1 _ N 2 \ 6 1O 5 5 o Q ry� N 20.0' 6. DW I ,I 3 PAD-1225.1 z PLA ,� C; __ N PAD-1224.6 FF 1226 40 1 k I 3 __...._ .-._.._,..... PAD-1225.9 I QR 27.0 ca r 1 .5' 3. _ B.0' _{ p _._.....I o"� 0 � (IV � g n __.. •- b rn ?d, x' N i ~`1'k G 25. a 4► N - �' 2�,4 �. 4. GF=1226 JSo ' 3 a n s g 1 1.9' a !: ;..... U.. GF=1224.60 F= \ '`G F`1 112 4 u + f GF=1225.10 G 1225.90 cc 0 93. .,` \,`\ \� \ 0' �\ 3 a a ° �° ao v A• . i0'\9' Lf +F kN A" �M �`\ p� to 4 o \ CONS UCTION NOTES 5 • `V r�, � I k ... ?° ,1.p� b � � o a . of � .• N. � .... :-,.. ., N ry- ;� � � p� N �J, o N 1.) N p `\ v e'er 108.52' 19 MIN �.- N r �I o �ry� )r e k N ") N N \ - 3 tiry O k� G - 24 ! - - • I 3,,� 49.75' FG fi0.00' 35.26• 35.3 ro " " ! .- �' `a► INSTALL 4 TO 3 TRANSITION SIDEWALK UNDERDRAIN PIPE I 1 1 '. �� Ik1 *... 1k �� o o _ . �. kk ry� \ " `$+ \N •`�� PER CITY OF TEMECULA STANDARD DWG. 303. 5.4 t'� 9.276 �� i FG i �� tib' '1�� ' F �' F .r N 1..1 �O g� ��° �N 26.3 "• N + _.•_ ` " U ° -4% ��% o� " 2 INSTALL 12" X 12" DRAIN GRATE NDS 1230 OR EQUAL co d 40+162.54 I �... ��. N.. �, �3 1x y �6 \ 1 1 �4 O Os M J d NDW i 4 ryryry ( w i � � � �O O� 'per.. s , N N lL • ,?,� d v i ' v-i�. �v a f ^- t > �` y � 16 o'I �. INSTALL 4 PVC ( SCHEDULE 40) w W 3 .n �•' 3 " r 1 � p =� 1 �•n 'S CL s � N ¢ ., g . O 20.0 + 2r ��' aa� .- •,1�26$ 1 I p 11+0o A��+o 5 5 �.1q $ `'s 2pA'6� $ 0 '►``'G 1, ' 0"AZ VL ...._- f_41 ¢� r � 2 „ 'n ao ^.Z � �,, Oce e ` X•y1• O N MINC4 �-. \ X63 16 ?�z rya'tiC FS`i• �� , ,�-�,�2.� �.. � 5�0 1126 8O \ Y r9, o • �: 21.3' .��`ao"' oviV +yy l�'?s �C�r`,�a ✓ j' - p oc►v) , ' 55 12 2�44.75' .8.4X 0 M s p OD 4 c+On ,. o$,1 16.3' DW a v 0 N O,gyp 0 _ iA & .• N nn VP N + r + S` r� N J b\ C4r 6 = GF=1226 3 0.2' S� �0• 0' ,° ^ r N t r►.`1' ( g �`�? # h 'L3'Gg GF=1224.30 GF=1225.30 FL G G 4 1 LO 22.0' 110.0 �1• ��' \'0.2' \.' •7 Ike ro \ 0� t0.0 10. 10.0' 1...- s.2' 5.0 5.2 ` q.2 25.6 S7 y 5.0' 6.0 0 F ' 0, -GQ i... -, pF GB . :. .- 30.Or �.. '� ,`w7 � _.. z FL- - 1% MIN nNi '1•�•F �C'� � 2.0' F00- FL-GB •i D � }`1 z FF�1�216' 6• FCS rn ` , .•-. :y` � _ i+ W �1Q ,0 0.5' p�,N 1R P� o y j �_ PLAN 3R jg -74 122 �$ !i z FF=1225.80 PLAN 1 R pApa 1226.3 L.6 P o d� I I ° PLAN 1 R _� PAD-1225.3 ;;y FF-1226. o ,0 9.670 1 ;z N f 46 N 20.0. � FF=1224.90 4.6 PAD- v! �_25. ?6 -� P 4 N 9+'46. 4.6 F MSN a 59 � ! PAD= L - .� X•Xx � v�. N"�*C4 __ 1 o.4x s. Dw `� ; I k 4.T o ��o `1\N �,?e� �,•' �� wb NFE Cd Ir d 0 O �f �JO � �\ •1,� 2 �( II i MIN 1°�° /.\ �• 0 a 1% MIN ase \ MIN 3 � �,b• .. j � 1% MINPIP I s Now- 4 25• 1% MIN b ry^4t' 21.9' 103.99' i S 'AO 2:T SLOPE $8,°4• Q , jE o r° 2y 69.88' o t o ° M N GRAPHIC SCALE N '-=� ---►�0 IN FEET LL' 30 0 15 30 50 90 0 � �ORE G Underground 0 cl" Service Alert 00 of Southern Colifornia - C7 " -- ' 1 3 0 Call: TOLL FREE 1 -800 z 422-4133 LD00- 137GR • TWO WORKING DAYS BEFORE YOU DIG Ln n n CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Q , The Keith Companies PLAN SCALE S / 1" =30' � CITY 0 TEMECULA 0FRECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS Drawing No. 0 Contractor civil 1_Inland Empire Division PR FILE SCALE Inspector �° "• � 22690 Cactus Avenue, Suite 300 Mbrena May, G 92553-9024 (909) 653-0234 NA if o a PRECISE GRADING PLANS N SEE SHEET 1 N0' 45920 ACCEPTED BY: DATE. Date ftp•12-31-02 PIC Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24185 0 Completed �Q` DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS -o q Date _T�� PASEO DEL SOL CF Op,\_�� GEO E L S Y DESIGN BY: CG - LD v R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 R.C.E No. 19744 Expires 9/30/01 PHASE 2 LOTS 6- 10) 28-40 & 86-91 Sheet 2 of 2 / CHECKED BY: CGCL