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HomeMy WebLinkAboutLot 105-106, 110-120 Precise Grading O 1E CIE31EE (:Al Al:) IN (:A 11 DLIIIIIIIIIIIIIIIIIIIIIIIAN TO CORONA �o cqc/�� ROAD � RA N/q PHAS VI�A, LOTS NO. 105�1067 117�120 PROJECT SIT TRACT N 224186-2 UILTOUT LOT NO. 45.00' 45.00 44.00' 44.00' �110�116 PA ROA IN CITY OF TEMECULA STATE OF CALIFORNIA SANTIAGO R McGAB 171 17-1 0 MODEL "2" MODEL "3C" MODEL "3" CD � 100C p Ln �l PID PI q� MODEL "1" g U coo co ROAD ANAP SUNNY MEADOWS DRIVE HWY. 79 co, TO SAN DIEGO (z TOWNSHIP 85, RANGE 2W. SECTION 8 SAN BERNARDINO MERIDIAN 16.17' 4.8 1s.00 � 173 NJ • � � � l �d � F � 26.92' 11�x VICINITY MAP TYPICAL OVERALL FOOTPRINT DIMENSIONS MODENA DRIVE NOT TO SCALE N.T.S. `MIN 21%MAX. \ 23MIUl F �p GRADING NOTElip CD Cr) 00 11 QDS (7) 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1994 LWORM BUL.DING CODE. °,�. �� CHAPTER 33. A5 AMENDED BY ORDINANCE 93-04 o I A' TOPI Z N I D� BRE` 2. N~ BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 17., DRAINAGE SWALE5 OF I I SECTION A--A `1� d wST R CDUR r SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE CONSTRUCTED A MINIMUM OF 2' FORM SLOPE 1 5 M I AD TOPS OF OUT OR FILL SLOPES. C C ELEV. MUST BE EQUAL 3. MAX" CUT OR FILL SLOPES 21 TO BLDG. PAD ELEV. OR 00 � CN 5 HIGHER. A� � Ln 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER I MI I VARIES 5' MIN. 5 HIGH. 1 3' I CURB CORE3' VARIES �� h 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER I 'MIN z PER CITY WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A • DETAIL STD. MIN. C� C � FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. ? 13 DRAWING 303 fi � . _ � � � � � 6 DEPARTMENT WRITTEN G�Ir^1GER A ION OALL F COMPLETION OF ROUGH GRADING INMIT TO THE C4TY OF TEMECULA ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 155UANCE OF THE BUILDING PERMIT. .: 2. M �Oj CERTIFICATION SHALL BE TO LINE. GRADE, ELEVATION, AND LOCATION OF GUT/FILL SLOPES. CURB ALT. SWALE �� AX• �Q• Cp�U TYZ Sr ® STEEP i ` R��r 7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR. Q STORM FLOWS. ALONG TOP OF CUT STREET STREETS Is SLOPES. INDEX MAP 'Of8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. DEEPENED FTG AS REQ'D. (SEE PLAN) » 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE SCALE -. 1 = 120PRELIMINARY SOILS INVESTIGATION BY CONVERSE GON5ULTANT5 DATED APRIL 26. 1996. LIPDATED PLAN VIEW SECTION C-C JUNE 26. 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DE51GN RECOMMENDATIONS AND (N.T.S. ALTERNATE LECEM CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY 501L5 REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT. TELEPHONE TYPICAL LOT DRAINAGE DETAIL TS TOP OF SLOPE TF TOP OF FOOTING (909) 694-6411 AT LEAST 24 HOURS N ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT TC TOP OF CURB TW TOP OF WALL FINAL INSPECTION FOR EACH LOT. F.L. or FL FLOW LINE 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO o z V FIRE HYDRANT OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRA55 OR GROUND COVER N -a (1020.42) EXISTING ELEVATION TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY 17-1 STREET LIGHT DEVELOPMENT CODE. SECT. 1706 PRIOR TO THE APPROVAL OF FINAL INSPECTION. FS FINISHED SURFACE 5' o CATCH BASIN 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. SlllI.ANMG MIN LOT NUMBER FG FINISHED GRADE 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LE55 THAN 1/4' PER I I HOUSE PLAN, LUI d 950.1 PAD ELEVATION DEEPENED FOOTING FOOT FOR A MINIMUM OF 3 FEET. f ELEVATION do REVERSED UNIT _ 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTFCATION OF BUILDING PAD ELEVATIONS. 5PAD=99'.Y TRACT BOUNDARY .5 (INDICATES DEPTH OF D.F.) WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA IMIN FINISHED FLOOR ELEV. LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 15 GF -- EARTH SWALE (1% MIN.) GF GARAGE FLOOR REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. C4� NOTE: 10' MIN. PAD ELEV. MAI BOX 15. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON REQUIRED AT GARAGE FLOOR ELEVATION 12" SQ. FLAT GRATE ON a L CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT. IN CORNER LOTS ® SPEE-D-BASIN BY N.D.S. INC. ADDITION TO GROUND COVER. SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR zo FOR SIDEYARDS. F SEWER LINE 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 * GARAGE FLOOR --- -- -- " "4" PVC PIPE ® S=0.4' MIN WATER LINE PERMANENT IRRIGATION SY5TEM5 WITH BACKFLOW PREVENTION DEVICES PER U.P.G. CHAPTER (3 THRU CURB W/ 4 10.R. cuRe - FF - 0.5FT oAIR RELEASE VALVE �-" TO 3" REDUCER) 0I * 10' MIN. FOR SIDE ENTRY GARAGE _ 16. ALL PROPERTY CORNERS SHALL 8E CLEARLY DELINEATED IN THE HELD PRIOR TO TOP OF SLOPE BP BACKFLOW PREVENTION VALVE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SETBACK RECKHMNIEWS FOUNDATION DETAIL -- - TOE OF SLOPE DW BACKWATER VAVLE SPLIT SYSTEM PER 17. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION N.T.S. SECTION 409 OF THE U.P.C. DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. N.T.S. Undwgrould &Wvlce AW 18 AAPPROVAL ENGINEERESE FROMANHE RESPONSIBILITY S BY THE CITY �FOR ITS AHENTS GORR�GTID ES �OF ERRORS T RELIEVE �APPLICANT FOR BASIS OF BEARING OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN Q BUILDER. THE KEITH COMPANIES REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND c� wo Cat. TOLL FREE APPROVAL. � THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF THE r: CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL WARMINGTON HOMES CALIFORNIA 1-800-422-4133 MAP NUMBER 23432 RECORDED IN BOOK 159, PAGE 38 THROUGH Civil Engineering Land Surveying 101- 2955 Red Hill Avenue 19. LOTS 87, 88, 107 THRu 109 HAVE BEEN PREVIOUSLY APPROVED. a� 61 OF MAPS, RECORDS IN RIVERSIDE COUNTY, CALIFORNIA BEING 3090 Pullman St., Suite A Mapping • Environmental Services Costa Mesa, CA 92626 m N 22?56'23" W Costa Mesa, CA 92626 Water Resources a Land Planning (714)540-0800 LD99-026GR a TM WOWNG DAYS BEFOK YM ac 714 557-5511 © CONSTRUCITON RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. SCALE QROFIss/pNq RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS c� � COUNTY OF RIVERSIDE B.M. T-29-81 I P.H. V.N.0 W.R.��� Hq 2 V2" BRASS DISC IN CONC. CYLINDER LOCATED Horizontal �`� o) Contractor FR(O�M THE INTERSECTION OF FRONT ST. AND RANCHO o Plans Prepared Under supervision Of CALIFORNIA ROAD. 1.8 MILES N. E. ON RANCHO 1 = 30 �* _ ACCEPTED BY: ATE: �. TRACT NO. 2 CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO " 4J p r� Inspector CALIFORNIA ROAD AND MAGARITA ROAD. IN No. 46a0s! 101,.d�DATE: PRECISE GRADING PLAN THE N. W. CORNER OF THE INTER$ECTIO(, 1 FT. E. Vertical * Exp.JZ301� DEPUTY DIRECTOR OF PUBLIC WORKS O Date Completed SO. CALIF. GAS IVALVES.INK F40 FT. N. OF It) AROUND 94 N sq CIVIL ���- WAYNE P. CHARDS P.E RONALD J. PARKS PHASE VI-A, LOTS NO, 105-106, 117-120 . ll � xt m P OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. N/A F OF C0 R.C.E. No.: 46808 Expires: 06/30/99 R.C.E. No.: 19744 Expires: _9/30/01 1989 Q Sheet of C1 FIBERGLASS WITNESS POST SET 1 FT. OF MONUMENT. BUILTO ff LOTS NO. 110-116 2 a a � `>> ' / • � 'rs � ' ti4� �� $► i OIL Or 4r •n \ •+ o 4 W glib a .~ fir, ► yBREWS ,• - 7R COUR rT- N � • 1 w RR��•� , � • /per' rV 1.9�• _ b�'I I �. 431) 9 z o ID g, r 4f*-BS9.00' ,� /�� v M / ,10' d.o 59.00' a TS. 59.00' 7-3 7:�: " --• • .... °� $� t 8 R�Z y �. I 0' 2 • 1^ 7TA G D 55.00 5. /%6 s .. 4 7t•z l F 6 91 , a F6= f b01 - 7�s ►�s Q 6.0 Z , T 106 ` FF LO =1190.5 o �6� a. 6.0 .0 o C� LOT 107 I 1 �. p =1190.0 . . f `!9 5 r 3C FF=1192.7 LOT 109 ZR x.1194.3 g pAD=1192.1 LOT=-r.0 1 R FF=1195.9 PAD=1193.9 g •• IFF=1197.5 g PAD=1195.4 `FF=1199.0 $ '�` $ PAD=1198.5 PAD=1197.0 $ C $ � 'ems �� � ¢� �` �) o •�• ti� I .+ ,� _11M IN 4z 6w +. ✓`f: - - ���h o '59.00' _ �, •' o p� �r ,,,• :\ � � �q� h�• •. •• � 9.00' `��- ' • ' "_` - . ,'• _ -• `_ '• •. . . - - ! -- a ��, `r a • • 59 y0Ain _� :TT r . • 26.9'• �'Y.. `; ___ ----_" -r �,`�► `s •16.0' g 4 . . \ 0 -- a •• 1 - . 50. � •- • � .. •' .16.2. . , .. • - •1 i _ v� _ - ~J' r 10 •�`� I a w �^ ~ w ..�~ w r • •. Z6. r ,• •� �L�.--T -~w 1` V / •'� '\ • h,Q A�„ '� I^ wr w WATER_,��.,__---•� -� ��.h - � 1 � Q• �•-�'�� I '�� _� 1� �. • ; --- - �• � � � � 1 � �= L.� h 41 kh" 1 c q 1 - I Or- " 0 - I \� ., �1 G• $ da. h h � h-�T-.. - -- , I ,..� ..�.�•- � �h• � I , c`mob Q��" I •16.2' •t• f � Q ' • I r 4 _ -- h'F`Y' SEINER I_" - 1 s \ �.. �` 0.0 k I _ 28 �$ f\ r 0 ,.. - ti Q 1 r.� h „/C� 1 ^ti • , •. •: • 24' •' � a' - 7--"" 8' 1 �� � � --.� � n ` ' I �r N I 11�L. I !•• 16.z ,0 55.00 "-~ ' �, ► r -- �k �„ DRIVO •- . �-26.9 ,.,.. . -- .00. a�� 8s 24.E' r cp h I . ; 24.8 :�• •J 59.00 ' o s o , �' a• I �5 h' I i N • .• 16 2 .. , R �i •�� • N tr = � I I ¢ • ' •� '24 '••' 1 - '' 55.00~• r -` ' . •-� s. � a' •:� ,, o � � mag � • . . .• �' 4 1 ., 9' - � • ^. „ •.� 9.1A'- '-� � 7,� a, ' "^ •:_ 4•• •.••, �� •4 -� �, . ; ►a C,.Fwd `'� �s IN � 1 •�_ 45.00' •;. �9r r o `` � .' •"� •t, •. �.f a r$ 47r. ••• �. .,.• .•• �. a••'^ .mss �` '�•� .ice .,, '� ,,� .0 d4 `ti k, .: •:. •` •,�' a• � � -,,'� �`.*• � •4 � r c - �. •� "�' LOT 120 3.0 3 0 '� �► -..`- 4` ,� `* =1187.5 r •1 � �� ,7 V 1vb •c G dr. �.f s dlt3 �`s� "� � �o b' T 11d g LOT 119 ^ � � 1 �. $ t =1 88 5 0 0 N i a.f..It.rO�. �. 8 get �� DT 15 g =1190.6 3 .o 1 4 L 1 'tG ov o •`�$ -�� `��•! •-�0 3 .3 $ °, LOT 116 8 LOT 2117 �r 7 0. 6.0 •'�•`4 PAD=1190.1 '�: I " PAD=1188.0 �' o- 4 113EF=1195 .,,. 1 4 • ... � LOT g = 4.$ � ' = 4.3 .0 .0 �•1192. 5 l //° P V, 3 r� LOT 114 ^ PAD 119 3 •0 FF 194-J id ^r; PAD=1191.8 d a 0 ►i d I 1 $ . FF=1198.9 2 0 >1r ' LOT 112 _ 1 9 .0 PAD gyp' �[,+ 1198.4 -c, 3� •0 �a �=119 7.9 � w V •• �/.6 �o"/'X T A' �..��/%rYP 111 - g I P" �� 1 _ LOT 2 9 .Q T.0' '�' _ .. _-- - •'� PAD=1197.4 •�• -.. _ _-. 9� � - p .`' �0 1 R F- 200.9 r V 4• 9N G I y' . S °/a. rye _._ «•• -- ---- - G, .o �, ._ �• N 1 laa FF=1201.9 b ^.w PAD=1200.4 _:` ,� 9A.i 9. r.o- �, o �.- - �- .. -- - sy * pAD=1201.4 1 �. f U- q y w ,� - `�� \ .r '/ r-_-.�55.00'- - d v• / ' / o is _ TP. ti G �� d a Z I �'.0� �!' o-: � � �' � -�► •,� a f�• 5.9. e�,c� _ • K CO- vo ' 9>• �cB '?3• va 55. ry�o/ �k �. 59.00' r w ~� r •'�tl Al /. r \ ......... 1 60.00. 55.00' - r� w \ w 41 w. _ „ � �� '�"' ~ ,� II •� 4, '.fir ' rn 30 0 1s 36 so lip LXp.'DRIVE SUNNY M _. -. -- IN FEE1 OF :` 1 Inch 30 M LD99-026GR C0Ns7'RWC710N RECORD. TEIVIEUJI-ACITY OF DEPMTMENT OF PUBIC WORKS PROJECT W. C __ DES. ENG.. W.R. Plan Prepared Under envision Of RECOMMENDED BY: �f(,� �IZ� T �. I�� THE KEITH COMPANIES __ ._ -.._ • _ _. - 13113.000, DESIGNER: P.H. 03-30-99 ACCEPTED RY: Civil Engineering ■ Land Surveying Re ill Avenue te, - _ TRACT NO. 2419141=2 Y 9 s 2955 d H e e WAY RIC RDSON DEPUTY DIRECTOR OF PUBLIC WORKS' SHEFET �, DRAFTER: VNC M�ppina ■ Environmental Services Costa Mesa, CA 92626 RONALD J. PARKS WL'soz ISE � PLAN , ► 714 540-0800 R.0 E No.: 46808 Expiret 6/30/99 R.C.E. No.: ��. 19744 Expires: 09-30-01 PHASE %I-A, LATS NO. 105-106, Vr 2, T`�. -Yola �HECKED BY: W R. Water Resources • Land Planning ) 117-120 IN BUILDOUT, LOTS NO. 110-116