Loading...
HomeMy WebLinkAboutTract Map 21675 Lot 21-24,40-45 Precise Grading VICINITY MAP LEGEND • Mlp�( POINT NOT TO SCALE PAD ELEV. -0.3' IN. 0000.00 B NO C4� I ROAD TOP OF CURB T C. R�,N�► A FLOW L I NE F.L. ROAD ri z p rc ? � � ULD HIGH POINT H.P. ... ... � R'�NC' 3° S�� IS' TYP. IS' TYP. 1 V IAFIOA13110A / ILI AGIE FINISHED GRADE F. G. A 5 A (EXCEPT C 5 5 C (EXCEPT D D FINISHED SURFACE F. S. MIN 111111,01 EDI M I M I N NOTED M I �gLVIA RAMI � PAUBA GF 0000. 0TRACTNO21675 W GARAGE FLOOR ■ cn A OCC 4 D . •,i � � NNZ�A00 �►� ��- R � PAD ELEVATION PE 0000. 0 ��_ _- �f z •f S `ROAD ; 04 T r- ac FINISHED FLOOR FF 0000.0 W ��' WATER SERVICE W - z - z PRECISE GRADING PLAN pox N � '� /Y SEWER SERVICE S •~ b� Of•A p Pico 1CO 9r q RD. Rpp,O FIRE HYDRANT TYPICAL SIDE YARD DRAINAGE DRIVEWAY L-N TO SAN DIEGO STREET LIGHT SLOPE I1 12" MIN. P/L 8 ' MIN. BLDG. PAD 12" MIN. ABOVE PAD ELEV. ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. PROJECT SITE EXTRA DEPTH FOOTING 7 71 z COMPACTED ROUND OFF TOP INDICATES AMOUNT OF , X BERM 6" MIN. P/L EXTRA DEPTH FOOTING g , 714 :. 12" MIN. LOT NUMBER X 2: 1 MAX. 2% MIN. 2% MIN. 21 % MAX. SECTION A - A SECTION B - B GRADING NOTES INDICATES MODEL FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER 4 THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE , CHAPTER 70. UNIT TYPE B AS AMENDED BY ORDINANCE 457. INDICATES ELEVATION pc� 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 %. ;"SEO DE L-��`'5O_ 4 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . TRACT N0.21674"3 �17, THIS LOT REQUIRES A BACKWATER VALVE P/L P/L TRACT NO.21675 (�%NA�-1 PER SECT. 409 OF U.P. C. PER APPROVED -- ) 6" MIN. 5 ' MIN. 5 ' MIN: 5 ' MIN. � 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL E 6 MIN. 52 S FILL SLOPES OVER 5 ' HIGH. WATER AND SEWER PLANS. CNONE REQU112ED) 3 ' MIN. I ' I ' 3 ' MIN. 3 ' MIN. I ' 43 MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. » 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT fiMIN. EET N 5H A . ,4 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY JI PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 43 OVER I ' DEEP. 44•; ;.. 50 49 48 47 46 45 qy 51 42 ra A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 12" MIN. 12 ' MIN. 12" MIN. 2: 1 MAX. 41 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH � GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 2% MIN. 2: 1 MAX. 6" TYP. 2Z MIN. 2% MIN. �S COUTE ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. 39 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 21 % MAX. 21 % MAX. 21 % MAX. O w„ �i 38 7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS. ALONG SECTION C C SECTION D D � S3 18 19 20 21 22 23 37 TOP of CUT SLOPES. _ I O (TOT 17 24 Aa 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN LOT) I S'/� 35 ONE FOOT. J` I 2S ''4S' 34 26 33 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: 27 32 16 15 14 i 13 12 11 f 10 / 28 _ PA61F16 Sv(LS DATED: JUNE it, 1957_ ' g 29 31 TWO SETS^OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 8 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- CORTE MONTECITO 30 MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 7 I I 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 2 3 4 5 DEPARTMENT, TELEPHONE ( 909) 694-6411 AT LEAST 24 HOURS IN ADVANCE s REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- r5o' S0' 49•'y'SO TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ROP► EACH LOT. RANCHO VISTA 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL 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 457 PRIOR TO �, THE APPROVAL OF FINAL INSPECTION. INDEX MAP T APPROVED METHODS. 401 4oZ 403 � 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER SCALE : I " = 150 ' P13. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LA LAu LESS THAN 1 /2" PER FOOT FOR A MINIMUM OF 3 FEET. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 7- TION TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL Q DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. J BENCH MARK � TYPICAL OVERALL FOOTPRINT DIMENSIONS CONSTRUCTION NOTES & QUANTITY ESTIMATE 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE � COUNTY OF RIVERSIDE B.M. NO. T-29-81 PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 1 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. NO. I TEM QUANTITY UNIT 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 7- SCALE: SCALE: I ' = 30 ' AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO CALIFORNIA ROAD TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 0 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD. IN THE N.W. I LOT GRADING ( 10 LOTS X 15 C. Y. /LOT) 150 C.Y. SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMB I NA— Q TIONS, IS ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE pC Service Alert CORNER OF THE INTERSECT ION I ' E. OF A 7' CHAINL IW FENCE. 21 ' x 16' PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER CD Underground AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.M) 94' N. OF THE CENTERLINE U. P. C. CHAPTER 10. R. • OF RANCHO CALIFORNIA ROAD. FIBERGLASS wITNE SS POST SET I ' W. OF MOIrUMENT. W Robert Bein, Wi l l is m f'r'ost & Associates 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR to o ADJ. DATE: 9-13-82 ELEV. 1128.410 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. U CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS g SURVEYORS ANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE L 28765 SINGLE OAK DR I VE.SU I TE 250.TEMECULA, CALIFORNIA 92590 17. APPROVAL OF THESE PLANS 1 -800-422-413,3 7 - OWNER/DEVELOPER THE APPL I CANT AND HIS ENGINEER NEER FROM THE RESPONSIBILITY FOR THE COR- oL �■■� (909) 6 6 8042 � RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON MESA HOMES REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 27555 YNEZ ROAD SUITE 200 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1 TEMECULA, CALIFORNIA 92591 TWO WORKING DAYS BEFORE YOU DIG (909) 676-7290 � CONSTRUCTION RECORD DATE BY REVISIONS ACC'D ?'CESS/ Designed B Drown B Checked B Drawing No. N SCALE � RECOMMENDED BY: DATE : 419 9�}- C I T Y OF TEMECULA DEPARTMENT OF PUBLIC WORKS Az ,( T. JL/GL AC/GL O� �� — Plans Prepared Under The Contractor Horizontal ans e Supervision Of� � � P �i a ACCEPTED BY: �! DATE: Ll IM TRACT N 0 . 2 16 7 5— F z AS SHOWN �' PR I NC I PA4 N I NEER. FOR tPTY ENGINEER Inspector Date * EXP. B3 30-9d * � � � RAYMOND A. CASEY p EGORY T. LEBLANC R E C I SE GRAD I NG PLANS 3/ Ver 1 ical U'l C1V1\.. �� Q Date Completed 9r 48393 E x ares 6-30-96 R.C.E. No. 41880 E x res 3-31-96 < N/A F OF CA\-\Fd� R.C.E. No. P — LOTS 2 1 — 24 & 40- 45 Sheet 1 of � J . N . 4006 1 V) Q F- U) - UJ Q 83.75 CL u • 0 44. 39 46 0 LOT 53 OPEN SPACE 72' '�`�• • N 39.82 O 60.01 ���• N � LO 60.p0 © Nl 1267.7co O N (D 9 rn S N• 1 P ( ..� N 8 r .M I L►bt�•� 8. 0 �•�• 88. 3 F. G. 88. 0 y �..,N-p• SIB. 9 DECK F• G• # 88, 3 F. G. 9 FOGS 6 T I ON .6 OPT I ON 88. 88. oP 818 F G ,., '1•� F •G• F .G. F .G. FF 1289. FF 12188- 7 • 0 .1 FF 1218g•3 PE 1ti l.z 28 PE 1288. 0 �a� . 6°• o FF 12gg.fi PE 1288.6 ;. F` 8. 3 ; �•$ PE 1288'9 1 1 L �'.' 403 12 A \ 401 8T � - 0£ ,h �"C 9t ,h OpTCM � 11 F F 1 ory O 1289.2 1 .4 88.6 88. F / 3 • 1 IPErI1�- r- F .G• F. G. 43 88• o /3f �F 288• F ° ,�- • 4 titi �� 6� 88.9 F�'' GF 128 4� G. l2 ` G. 188.8 8. 5 ' �J GF 12 T , : GF 1288. 2 F 4°3 8� �� � 1 11 � a, .�. g• 1 6 88. 3 87.5 8� e 8 FF F G4 1 J r � 1 � I .c..,v GF 128 6: 88.6 � �''ii ei i G. F• G Fc�.s F c � �� I I r 461 11 8 �F SUN \ F�.,�, Bb.T �• .+8. 7 28� •3 I F •G• N ems . FL,GB. �` � . 4 11 1289 4 f III �1- o o FL'/ 33.02 60.02 ` o I rGF �� _ I F� N 27 ,Oo W g F .5 G�. ', •SC o/ �.b 5 NI S Fs. `.4 T DQ `89 F5. s. 14s. F. 60. 02 •9 .\ I F 'G I 60,00 5• s S W I � 60+00 hey SO • v. � 8� co `'L�,`V \,L00 �• S -$ ti o0 8� • o 00 'to • e � co ~ ` G 19 N V - ro G l - � - ��•�. �• - _ 8S9 `a• LOT 39 �� �• S A - - 14 .ti A, - as ��"� PE= 1287 1 - 5 5 8c .sp Irk O � 40k' � • D 7. 42loin � 5. 65 Cp � V dl. lti 33.5av, o5 . A,. C (0 . /� �� V• c.i - ''� ��' ,�• 00 88. 4 / 88.0 6. F. G. w •35 'v 2► 0) F. G. 4 �5 � as _ 1 _ 'i 3 S \Z - � ��1 Q, Ib� q 1288. 8 GF 1288. 45b _ _ .� .G• oh �O fi0,00 "' N F�•,v. GF 11Is -� ,G• _ ` I G. I 88.Q ��•b '1.4 2 2 N 2 88. 2 \� a) A' J ig, - 9. 1 8� 88. 6 .2 �•• � r - r GF 128 ,G. F. G. . ' •�.'� _ . 89. 4 I I - F � 88•z '� JGB_ 1p' �• 1 1 r 01 ,2� • c � r89•' PE 1288. 2 /8 1 1 1 FF 1288. 9 / �.9 PE 1288. 6 88. 2 4° PE 12188•g .�. FF 1289. 3 89.6 �.` 88. 2 DECK $7t 8� p � IIPE 12189.2 rel FF 12 � \. G. LOPTIo� F 1 11 F F 1289.9 I I 88.a fi 88. 6 r 88. 6 I% F • � • 4 1 IIF .G• 9 )ECK 1 ... G• F. G. F. G. • 88• OF-r I� F ' py-►.b I'ZbT.9 G .G� F .G. r V c.. 1•� o• Fl.., H.P. 89.2 r. H 12 8� LOT 25 PE= 1287 . 3 u �? U• o F•�'' +, O1 ao rn *, 0 N N SCALE : 1 " = 20 ' co r 1 • 47.04 a� N � ~ Under round SerV L ce Alert 60.04 NOTE: 9 4s• 59 ALL DIMENSIONS AND ELEVATIONS Robert Betio., William Brost & Associates � 60"p4 LOT 11 ARE IN FEET. C:3 CALL TOLL FREE PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS LOT 12 PE= 1315 . 6 LOT 10 coo I -8 0 0-4 2 2-4133 28765 SINGLE OAK DR I VE,SU I TE 250.TEMECULA, CALIFORNIA 92590 P E= 1 3 1 6 . 2 /0 S2 O)` (909) 576-8042 P E= 1 3 1 5 . 0 .j TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE P0-ESSI/ODesi ned B Drawn B Chocked B CITY OF TEMECULA Drawin No. T, GL AC/GL RECOMMENDED BY: DATE: 419 44DEPARTMENT OF PUBLIC WORKS Contractor Horizontal CI �O� Fel Plana Prepared Under The Supervision Of ( w ACCEPTED BY: DATE:if /'i lY TRACT N0 , 21 675-F x SEE SHEET NO. 1 I 20 0 83 PR I NC I PAL NG I NEER. FOR TY ENGINEER Inspector 48393 Date- � S q * EXP. 8-30-96 * RAYMOND A. CASEY PRECISE GRADING PLANS Vertical �'� CIV1�- Date Completed� N/A q� ar CALF R.C.E. No. 48393 Expires 6-30--96 R.C.E. No. 41880 Expires 3-31-96 LOTS 21 "-24 40---45 Sheet i of 2 J . N. 4006 18