The URL can be used to link to this page

Home My WebLink AboutTract Map 21673 Lot 1-3,9-14 Precise Grading PROJECT SITE LEGEND MIDI POINT PAD ELEV. -0.3' IN. T1 R4 0000. 00 BZVILLA AVAN � TOP OF CURB T.C. N b FLOW LINE F.L. ,�I B ,�I HIGH POINT H.P. - t - - t - VIA RAMI S Is I TYP. 115, T11P. .n PAueA FINISHED FLOOR FF 0000.0 (SEPT C C DEPT D D PRECI E RADIN PLAN FINISHED SURFACE F.S. NOTEDI NOTEDI � A� y WcGI Qp ROAD cc GRADE BREAK G.B. I I I I rRAC r — � — _ 21673 t GARAGE FLOOR GF 0000.0 PAD ELEVATION PE 0000.0 �► PICA �t FINISHED GRADE F. G. lot '. At4 A I R RELEASE VALVE iA HIIY. T9 CATCH BASIN C.B. TYPICAL SIDE YARD DRAINAGE (N.T.S. ) TO SAN DIEGO FIRE HYDRANT `O' 5 ' MIN. P/L VICINITY MAP DRIVEWAY N 3 ' MIN. I ' NOT TO SCALE STREET L I GHT MUDS 1 LL MIN. 6" MIN. ' 4 WATER SERVICE ��+lr///� - — �W� :. SEWER SERV ICE Cj6%fWW&) --- 09 2% MIN. GRADING NOTES 21% MAX SLOPE � . 2sl MAX. I EROSION COKrMOL NOTES EXTRA DEPTH FOOTINGSECTION D D I. PLACE SAWDI3Acf, (2 BAG HI&H) I . ALL GRADING SHALL CONFORM TO THE UNIFORM BU I LD i NG CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 45T. (N. T.S. ) AT THE E�AGK Orr S.IVEW.�LMC IN WHEEL CHAIR RAMP � 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL 8E I%. THE LOCATIOr*i OF THE EXISTING PR t%fr-VVA-f 3. MAXIMUM CUT OR FILL SLOPES - 2: 1 . 12- MIN. ABOVE PAD ELEV. 4. PROVIDE S' HIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ROUND OFF TOP 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY CONSTRUCTION NOTEXO PLACED �AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 5 , rR,gcr AtD. Z*73-2 OVER I DEEP. LOT NUMBER 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH � C� �• GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO INDICATES MODEL 1 � ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 4 SECTION B B (N.T.S. ) ' d GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. UNIT TYPE Y SLOPES GREATER /'3 �Z ,' to Z'G73-� FOR REAR ARD SLO E 24 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG THAN 5' IN VERTICAL HEIGHT TOP OF CUT SLOPE. OR S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN INDICATES AMOUNT OF O _ t 4 5 6 ONE FOOT. EXTRA DEPTH FOOTING 5 MIN. 1 L • P/L 5' MIN. - j�,i/CT � 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 6- MIN. 6 MIN. fl THE PRELIMINARY SOILS INVESTIGATION BY: T VE 3 ' MIN. I ' 1 ' 3 ' MIN. Z/673-� /CD Pm ED — � MUDSILL MIN. MIN. MUDS 1 LL V V�S1A PACIFIC SOILS DATED: APR2 /D /187 W ) pod WO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- :a �: - -- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- =: ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 12- MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 2% MIN. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 2% MIN. 2: 1 MAX. 6- np, 21% MAX. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 21% MAX. EACH LOT. SECTION C C 11 . CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL HEIGHT AND FILL (N.T. S. ) SCALE SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 45T PRIOR TO THE APPROVAL OF FINAL INSPECTION. 50 aDIMEX MAP 12• DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 44. 53' 44.53' 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE : 1 " = 200 ' LESS THAN 114w PER FOOT FOR A M I N i MUM OF 3 FEET. 14. 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 A e ® BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE h GIVEN. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12- ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN— TYP I CAL OVERALL FOOTPRINT DIMENSIONS TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS (N.T.S.) SHEET INDEX CONSTRUCTION NOTES 6 QUANTITY ESTIMATE SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 2. LOTS I-3, 9-14 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER IO.R. LOT GRADING (9 LOTS x IS C.Y./LOT) 135 C.Y. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR BENCH MARK 2 ieECOHSr. CONIC. DRIVEWAY APPROACH PER C.O.T. STD NO 20T 9 EA. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING, COUNTY OF RIVERSIDE B.M. ND. T-29-81 3 REPLACE EXIST. PLASTIC WATER METER BOX WITH A CONCRETE 3 EA• 17. APPROVAL OF THESE PLANS BY THE C I TY OR ITS AGENTS DOES NOT REL i EVE 1 1/20 BRASS DISC IN CONIC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. BOX AND TRAFFIC LID, BROOKS 33T W/Cl COVER THE APPL I CANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON TO THE I NTERSECT I ON OF RANCHO CAL I FORM I A ROAD AND MARGAR I TA ROAD,I N THE N.M. 4 INSTALL SEINER LATERAL TRAFFIC BOX, BROOKS MODEL NO. I-RT. 4 EA. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED CORNER OF THE INTERSECTION I ' E. OF A T' CHAINLINK FENCE. 21 ' x 16' J d R CONCRETE MODEL V-2R OR EQUAL APPROVED BY EMWD TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. MOUND SO. CALIF. GAS VALVES, 40' H. OF P.P. (NO.8) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MXKNT. ADJ. DATE: 9-13-82 ELEV. 1128.410 APPROVED BY: SHEET BASIS OF BEARINGS OWNER/DEVELOPER Robert Bein, Will iam Frost & Associates 0 CITY OF TEMECULA THE BE OIIN AR I NGS SHHEREON ARE BASED ON A PORT I ON OF THE MESA HONES �- A• T/' 1 CENTERLINE OF BUTTERF IELD STAGE ROAD AS MW ON PARCEL 27555 YNEZ ROAD, SUITE 200 PROFESSIONAL ENGINEERS, PLANNERS SURVEYORS _ THROUGH 61 of TEMECULA, CA. 92591 W'°' """ °"�' DRIVE. '"'� M. '�`C"`"• `""'�°''"" N"0 R,,,rMOFD A. CASEY R.C.E. 41 SMTRACT N 0 . 21673 MAP NO. 23432 FILED I N BOOK 159, PAGES 38 gon oarea : loon oro-Mo 3• PR I NC I PAL ENG I NEER EXP- 3/31/96 2 PARCEL CO IN NTT CALIFORNIA HE ICEOBEING THE oa 25 OR OF W (909)-676-7290 �V I � �• • am,r°;°_" CITY OF TEMECULA PRECISE GRADING PLANS of LDATIEt O 1lE' OF' C�.�E� DATE BY DESCRIPTION APP 'D DATE c cl�� j MICHAELA. LMAN R.C.E. a3 0 R E V I S I O N S DATE: 3 LOTS I -3 0� 9- 1 4 J. N. 400590 TRACT NO. 21SI3-2 . LOT Z/ LOT za PE- 1130 BDRr /� PE_ /Z3/. 2 00, T.PACT N -- QO.Pr. p \�• - GO.OS" 40-91 ' b s IV4 `` 1211. 41 A' 1 Z i \0. 6- 8 4g140.7 //.7 Ilkh e --- /2/0. PA //. 7 /D•/ da P - -' - /'/• � Fes- FG• PE /2//. 7 L or •d FG• rDE[�, /0.9 FF/Z/Z.4 /0.7 I pT/SAL /0.7 1 / Az F6. F.G. � � -G_ -G- '• I PE /2/0.4 � e FF /2//. / PE /2//.D PE/Z//. 2 PE 12/0. 4 a :� PE /2/D• 7 Ff/2//. 7 ' TRACT N O. 21673, J FFl2//. 9 �* FF /2//. l FF /2//-4 FG e 30 .! o/ 9 /0.3 30l 10AE- 10 //.2 S F.G. 03 i X10.9 / /D.Z /D t 09.9 MIN 5' fL. 51 1 G 09.9 /209. I FG IZ FL. /0.5 �. LOT 7 ' S' G.F !2/D.b F-L.G.B_ ! ZD'l•G /209.7 � I /2/O.L � �+! - / . /2/D.& s' b' fF /P/0.9 F.L FL. G-Q ►G' e F.G. /0'7 , G 4 �0• G / _ FL.,G-e_ F N 1\ F.L.�.B. F-L G S. I� N 0�.5 �. ` 15 4 G F .00' F• -ate• co.alo' s w1 \5� w, 45� I 5 wN .5 b1.5.11 C".Q. 09 2 �' ��G COR T E00 -a �o e E �s c- 1 0 �. �w 1 p F5" 0 f5 I 0 LOT G /208.7 a ` /20'3 N OAFS 0 FL.,G•B. e� L. G•9. 0 9.5 F.L.G.� TRACT NO- 21E573 -- 1 F-Gj S FG- L o T / c'" ��' /20d.5 G.F. / /D.D 1 F.L.,G- V) o9s 1 /tos.d Z CONSTRUCTION NOTES 09.5 /Z/O.S O2 EXISTING DRIVEWAYS (APPROXIMATELY 16' WIDE) SHALL of PARTLY rs, S3 FG. F.G. /D.s FL.,G.B- REMOVED AND WIDENED AS SHOWN PER C.O.T. STD. NO. 207 vs. 3O THE WATER METER BOX AT LOTS k 3. S 9 SHALL BE REPLACED • O I S .3 3D! 0/ L D r 4 WITH A CONCRETE METER BOX AND TRAFFIC LID BROOKS 33T W/C1 LID Sw LOT 5 PIE /Z//.!o O SEWER CLEANOUTS AT LOTS 2, 3, 9, 1112 PE/209.B FF/2//.2 j ; A TRAFFIC BOX, BROOKS MODEL NO. I-RT SHALL J 8R CONCRETE MODEL • PE /2//.D NO. V-2R OR EQUAL APPROVED BY EMWD FF /Z//. 7 _ / SCALE .D t • 20' M FG. 0!•d �,�• //.O FG' v V N FG. FG V � /?/0. /H P -z1K 7 77'1 60.00 ' �o.00R/rV APPROVED BY: A!�-- CITY OF TEMECULA SHEET ' ' m 9ibst ssociatcs 2 �Bei�,�llia � a n TRACT N0. 21673 RAYMO D A. CASEY R.C. 41880 � PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 28765 SINGLE OAK DRIVE SUITE 250.RANCHO CALIFORNIA.CALIFORNIA 9200 PRINCIPAL ENGINEER EXP. 3/31/9 (W!)516-6042 DAAwN SCALE _ PRECISE GRADING PLANS CITY OF TEMECULA PREPAR?t UNIW S VISION OF: D 9 DATE SY DESCRIPTION APP'D, DATE DESIGNED JOB NUMBER DATE D Zrf 3 L 4005-50LOTS 1-3 8 9-f 4 ('L ��tI' R E V I S 10 N S CHECKED DATE DATE: MICHAEL A. TYLMAN R.0 . 3090 EXP. 3/31/96 /10 1-59.5 - c%N. 400590 f: