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HomeMy WebLinkAboutLot 138-141 Precise Grading LAN r---------------� ---_---- __--- CIS GRADING 0 I I SIT I I I I TRACT MAP NO � X91 WAY SETBACK I I LOTS 138 - 141 I --- I I -�- I S�� PER PLAN I r I I � I (5' MIN.) I I I I I I gL PO R I i I I I I 3 I �9�r RO 1 MIN. I I I I GRADING NOT 1 MIN. I I I I I ^` TA 3' MIN. 3' MIN. I I I I � M ROAp RANCHO GP\"\�0 INDEX MAP FINISH FLOOR MIN. FINISH FLOOR I I I I 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISIONS OF THE UNIFORM BUILDING RAN 21Z M/N. 2q° MAX I I I I CODE, AS AMENDED BY ORDINANCE NO. 457. MAX. 21%- 1 =100' PAD ELEV. �---- ___ _ L____ -_,-W - 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X DRAINAGE SWALES PAD ELEV. $„ 8.. SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE 6" MIN. TOP OF CUT OR FILL SLOPES. F -1 3. MAXIMUM CUT AND FILL SLOPE = 2.1. X 5.SECTION A-A. I V$ 4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER N.T.S. I I WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. 5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ENGINEERING IGNWAY r--- I DEPARTMENT A 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, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. VICINITY MAP NO SCALE I 6. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. SETBACK PER PLAN SETBACK PER PLA I I ' 7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY PETRA GEOTECHNICAL DATED JANUARY 20, 199 . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 1 I I Ko4a A I 3' MIN. VARIES 2' 3' MIN. AND CERTIFICATION THAT GRADING HAS = MIN. ° IJ11 SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONSSI-WEFT INDEX f J✓ Z� BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. f I % MAX 00 / . THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE SHEET NO. 1 SHEET4,- TITLE I FINISH FLOOR 229 M/N S�OpE VARIES 8 8 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED ° MAX• 2 HOUSE TYPE PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. SHEET N0. 2 PRECISE GRADING PLAN i !> `'. \ > MPAD ELEV. SEE ARCHITECTURAL DRAWINGS FOR COMPLETE T PH 909 694-6411 - ENGINEERING DEPARTMENT NONE: ( ) FOUNDATION PLANS & DETAILS) SWEET :� :'<.r"' f ,Fr �'' � �►, -r ALTERNATIVE A T 9. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQU L 0 MODEL SITE 1T OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TOSECTION A-A PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. !--; \ - -• Ale B PRIOR TO THE APPROVAL OF FINAL INSPECTION. , -'`✓ p y '� ` 49 - N N.T.S. 07 �-�' 59 (FOR USE WHERE DIFFERENCE IN PAD GRADES EXCEEDS 0.5') ��' z 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF48 WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL ;, / 54 13. 96 QA. 11. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE r ., 4 � ::.:::::::::::::.;:: :;:: = L 47 CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ----- .. • r y3 1 a r 1 • -_ I � 46 12. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE �,.%;- 94 J �► - F FE b x �� STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING ��" WATER AND DAMAGE TO ADJACENT PROPERTIES. ' 93 4 �.--�" -� I 1x z '' - �7 45 r I DISTANCE VARIES A FINISH FLOOR = r f 13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. i, > ` 1`'� �� � /14 1 --�- BLDG. PAD ELEV. + 5 ;;�,� i � �- e6 h �- - I 14. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, 91 44 L e7 +� 5 S v ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE �, '' �� b �� rf 1 p' ry A A �� PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. i.;;% , A, �i 1 K°� "� '� ee 1 -1.- -�- " I 49 FINISH FLOOR MIN. �C� .-„,. f,,. � � 59 � BLDG. TYPE 15. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE--TENTHS (1.5) ,Pf.,.;:;.;, i mai � I SHALL BE SUBMITTED BY THE SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND �.,,, i / /��/ 90 ��-�- -r PAD ELEV. 2q. i PAD ELEV. i . 42 A4//V. �% MIN. 1 � I � FILL SLOPES OVER 30 IN VERTICAL HEIGHT. L8. ,;; ,' i /N. Ma 4 jos --� Sy MAX 5% MAX I I o 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT ;%f y100, 41 I y ii7 s 12" CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL i 4// Mae e4 1 � avr HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, , ' }-/ 6 \ �ti I SHRUBS OR A COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTER; / ��► 62 40 TREES 20' ON CENTER; COMBINATIONS, 15' ON CENTER. SLOPES OVER 4' IN VERTICAL HEIGHT �' ��r/l � ,♦ice �-�� �q CTION B-E3 ' _�� _ �_ 7 �'1 � © SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER � w.." --..., �� i� \ �, � N.T.S. N U.P.C. CHAPTER 10.R. �� 100, �, �� �\ a � � � � � C 2S C 17. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN i� Ae -- '^ THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. I $��/�� �\ �,,'� 9 i� r X06 rn F � � •� GARAGE FLR.= � � � �-9 1 PAD ELEV. 18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. mar X 1.01 1�D / I � I � Fl PRIOR TO i� ��' SII 1107 � 6a s7 I I 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE ELD MR /,,.- COMMENCEMENT , ��' COMMENCEMENT OF ANY CONSTRUCTION/GRADING. LEGEND= �� 79 l nope ,� �..� 36 • THE see 1 �I I I I 20. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE E FIRE HYDRANT �'4 _ -- 78 APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS y12 1 109 X4 OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE -�-e sa, 1 67 PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW STREET LIGHT �`-'� 77 AND APPROVAL. - �` 1 1 _ FINISH FLOOR]__ ;.� SIDEWALK ns s4 8„ 1 � I 21. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL RETAINING MODEL DESIGNATOR S 1 76 �a 2 TR UNDER SEPARATE PERMIT PER CITY BUILDING DEPARTMENT 17 ---r PAD ELEV. q M/N WALLS SHALL BE CONSTRUCTED FINISH PAD ELEVATION 5 1 I ns � s� 21 q MAX TYPIC&.__ 0T GRADING REQUIREMENTS. Sao 1 75 SCALE 1"=15' FINISH FLOOR ELEVATION F.F. --- 1 1 � M � I I DEPTH OF DEEPENED TQpOGRAPI-�Y� �� 1 �-�� � � -y FOOTING PER PLAN 16 1 -� -_Ic_ AERIAL SURVEY DATED: MARCH, 1989 GARAGE FLOOR ELEVATION G.F. r- 1 k" � ( r- �_� "-=�� s, �I FG I 73 A H P m4 1 n \ 1 74 11 HIGH POINT II QT I QIN C-C, RICHMOND AMERICAN HOMES FLOW LINE FL Me 104 W. GRANDE AVENUE, SUITE A -_-- �-- � N.T.S. ESCONDIDO, CALIFORNIA 92025 FINISH SURFACE FS �' 1 27 1 1 1 \ CONSTRUCTION NOTES do QUANTITY ESTIMATE 1 1 11 " I - DIRECTION OF DRAINAGE 1 -- �\ NO. ITEM QUANTITY UNIT RTL.IWORK 1 �' 1 _SII � 1 I EA __- �. alae � � I, -11 r� 1 LOT GRADING (3 LOTS x 15 C.Y.AOT) 45 C.Y. FILL 45 CY 2: 1 SLOPE (UNLESS OTHERWISE SHOWN) __.., _ ` JL 1 I 1 1 2A.C. OVER COMPACTED NATIVE MATERIAL 2755 S.F. CUT 45 CY 1 1 1 1 Q CONST. 0.25 A.0 IMPORT 0 CY LOT NUMBER 12 3 CONST. HANDICAP PARKING SYMBOL 1 EA. Q °& � R ® PAINT 4" SOLID WHITE PARKING SPACE LINES 108 L.F. PHASE NUMBER 3 -� 1-800-422-4133 AT LENT 7W DAV8 CROSBY Engineers Planners Surveyor 0 INSTALL PVC RAIL FENCE 140 L.F. ■u�YM = - UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MEMAD 5650 M Camino Real. suite 200 BEN'TON Carlsbad, California 92008 LD99-089GR do t�pp1A (760) 498 - 1210 CONSTRUCTION RECORD DATE BY REVISIONS COD BENCH MARK SEA �o�Essfo Designed By Drawn By Checked By Drawing No. SCALE ? Hq CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS „ 4V p•G < 1 LJW LJW RDG RECOMMENDED BY. DATE: /Ov "IEA 6E 6 - RIVERSIDE CO. BENCHMARK T-30-81 2 1/2 Q R y BRASS DISK IN CONCRETE FLAGPOLE BASE Horizontal 'row Plans Prepared Under Supervision of STAMPED T-30-81. 1 MILE NE'LY OF INT. OF AS SHOWN w No. 30452 m ACCEPTED BY: DATE: /7 9r TRACT MAP NO. 28850 LOTS 138 - 141 FRONT ST. & RANCHO CA. RD. ALONG RANCHO °� Exp. 3-31-� Or CA. RD. TO THE INT. OF RANCHO CA. RD. � DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN Vertical * * RONALD J. PARKS MORAGA RD; 2 MILES N'LY ALONG MORAGA RD IN civic •� RONALD D. GRUNOW TITLE �N�ET Sheet 1 of 2 TO THE TEMECULA UNION SCHOOL; 1' E'LY OF FLAG POLE. EL = 1083.725 OF CA�"�f RCE No. 30452 Expires 3/31/00.,.--- RCE No. 19744 Expires 930/01 _ _ 1 I MARGARITA ROAD 10I 10I '1'55 zv_ \\ JK Ik \\ i � I I `l�� I �1•�G I �� AS I I Q I I s >0 0 O 32. w ?p 70II I ` K L ( I 1135.7 FF •2t I 7 III �I 133. FF 1 R I 1134.5 FF .$ I 135. I 1 , I 9 x18 TYP• 134. 10Z — y 0 132. I I o I i � o — I — — o I I I O� 0 6'I 7 Z � I C•r I I I I TYP.3 JO ? - I . w I I a w c7 cn 1 II r A �,• 0 w I G 1132.5 GF 1134. 1135. � E `� ' I I I I --- _ -�'`• 2.50) 30.40 F`' "° MAX ' \ 1 II S FS w 4 o � \ r- 1 1 %31.83 W W 2.42 r W ns W rw c \\ c� III Ir 4a 110 20 00 ,cs, .sj S •mss, - , 'y � ,n�,- s c SGAL.EI 1' 20' 2 � I 3? 36 37 II II ___ _ �� I ► LAUREL CREEK DRIVE CO '00�� 11. 1_ r .............. -- -- 1 -1 ���� W W us S W W S ow (S)00 00 00 OD 00 211A r LO n 0 1-800-422-4133 C29093BYineers Planners surveyors �� o o» MEAD 5650 M Camino Real, Suite 200 Cy) UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BBNTON Carlsbad, California 92008 LD99-089 G M do A/AOCIlT'M (760) 496 -- 1210 COMEEK, CONSTRUC11O N RECORD DATE BY REVISIONS 'D BENCH MARK SEA FEss� Designed By Qrawn By Checked By Drawing No. SCALE QR° °��� LJW LJW RDGRECOMMEND D E BY: Z__'//DATE: 7 q CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 6 ,Lo R1 A AV.-- 2 VERSIDE CO. BENCHMARK T-30-81 2 I/2' -o BRASS DISK IN CONCRETE FLAGPOLE BASE Horizontal c; �! 'row Plans Prepared U n der Supervision of N STAMPED T-30--81. 1 MILE NE'LY OF INT. OFAS SHOWN W No. 30452 ' ACCEPTED BY: DATE: C//7/f? TRACT MAP NO. 28850 LOTS 138 - 141 O FRONT ST. & RANCHO CA. RD. ALONG RANCHO a Exp. 3-3,-0000, DEPUTY CA. RD. TO THE INT. OF RANCHO CA. RD. 1� �H+rL RONALD DJ. PARKS OF PUBLIC WORKS PRECISE GRADING PLAN MORAGA RD; 2 MILES N LY ALONG MORAGA RD Vertical s�� CIv�L •r RONALD D. GRUNOW � TO THE TEMECULA UNION SCHOOL; 1 E'LY OF �i � EL 1083.725 or cA�\F RCE No. 30452 Expires 3/31/00 _ RCE No. 19744 Expires 9/30101 _ MODELS Sheet 2 of 2 v FLAG POLE. _ J .