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HomeMy WebLinkAboutLot 19-28 Precise Grading E LEG NDST ING RANCH r � LOT NUMBER GARAGE FLOOR GF=1160.00 TRACT NOw 23125 - 1 FINISHED FLOOR FF=1160.50 ' 44► s o PAD ELEVATION PE=1160.00 EGRADING P LAN RE ISCwt �� PROJECT e+ GA!►�� INDICATES REVERSE MODEL aA UNIT TYPE A '• �� b �oF o� INDICATES ELEVATION B SUBDIVISION BOUNDARY LOT LINE MGN PO �-► '79 Ew4T. TZ 'EA7,FRO"rwey �A N�GN�a14 CURB 8 GUTTER _ LOT LINE 4«EIS DED/(iq» rpm SLOPES y y B '-` a7y OF 7ENfEeV44 Pr-X I A� M4Cr/V. 2'3/Z5-1 SWALE 1160.00 - 15'TYP~ 5'TY o VICINITY MAP SPOT ELEVATION TC EXCEPT x Q 5 HIGH POINT H.P. A FA OTED) C C NOTEC') D D I ' ♦ •WHERE WHERE NO SCALE DRIVEWAY �`' WIDE Lt f x= I W • TRACT 23126-2 FIRE HYDRANT D04 �� YfV+ +� x} E O - Q ; • STREET LIGHT MIN o� 3 0' �-�` MIN. z � � � . CORTE YACA GRADING NOTES WATER SERVICE W J J SEWER SERVICE S o N p 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70. � � � • • 0 N AS AMENDED BY ORDINANCE 457. 0 M w � M w ■� � ,s ' x s tv 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE s 11. DEEPENED FOOTING CURB W ♦ • w w • • • • • • • v 3. MAXIMUM CUT OR FILL SLOPES - 2 : 1. Q ~ THIS LOT REQUIRES A BACKWATER Q 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL VALVE PER SECT. 409 OF U.P.C. PER w w -_ r' FILL SLOPES OVER 5' HIGH. APPROVED WATER & SEWER PLANS I. r:\ (SEE INDEX MAP) TYPICAL SIDE YARD DRAINAGE ; • • • • • 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT NO SCALE m '' x s w " ' s e a . • a s PLACEDSOILS EANDNEER WHO SHALLSHALL SUBMITCERTIFY FINALTHAT COMPACTION REPORT BEEN FORPROPERLY FILLS w �- w =�avow SHEET OVER 1 DEEP. ROAD 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA P/L T OLA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH R POGRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 12' MIN. ABOVE PAD ELEV. D 5' MIN. BLDG. PAD ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES.E VARIES 3' MIN. ELEV. P/L 5' 2'MIN. 7. PROVIDE BROW DITCH TO HANDLE 100 YR. 0 STORK FLOWS, ALONG TOP OF 6" MIN. CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN - //Jl 2' 3' ONE FOOT. 2 1 MAX. 3 INDEX MAP. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 12" MIN. PAD ELEV. THE PRELIMINARY SOILS INVESTIGATION BY: 2% MIN. SCALE: 1" = 200' 21% MAX. 1 SOUTNEjZt4 eAL(F:6"A SOIL AAn I STIgG , IWC . TWO SETS OF FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE SECTION A - A SECTION B - 50'0°' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFOR- FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREA ER OPTIONAL MANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. THAN 5' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGHT 50DECK AND N.T.S. N.T.S. 12.00' FIREPLACE 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 50.00' DEPARTMENT. TELEPHONE (909) 5946411 AT LEAST 24 HOURS IN ADVANCE N.T.S. 52.W REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- S0.00• TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR © © 17-1 8.00' EACH LOT. 5' MIN. P/L 5' MIN. BLDG. PAD 5' MIN. P d d ® e 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 6" MIN. 6" MIN. ELEV. e '� •a a '� 4 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 3 MIN. I' MIN. I MIN. 3 MIN. 3' MIN. I' MiN. a ® e PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ERO- Fi xxxX.xx W FF XMXXX x o FF � `" '� S I ON AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE MUDSILL MUDSILL MUDSILL PE XXXX.XX PE XXXX.XX ''� PE XXXX.XX R xXXX XX APPROVAL OF FINAL INSPECTION. 6" MIN. GF XXXX.XX PE XXXX.XX GF XXXX.Xx GF xxxx.xx GF xxxx.xx 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METH005. • o. o. _ 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 12" MIN. 12" MIN. 12" MIN. �• ��° A� LESS THAN 1/40 PER FOOT FOR A MINIMUM OF 3' FEET. 2 1 MAX. 6" TYP. 2.G MIN. 2 1 MAX. �� E 2% MIN. 2'/" MIN. 21% MIN. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BU I LO ING � 17. MAX. 21% MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION ( WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION C - C SECTION D - TYPICAL OVERALL FOOTPRINT DIMENSIONS. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE N.T.S. N.T.S. F.F. ELEV. - PAD ELEV. •0.5'; G.F. ELEV. = PAD ELEV. PLANT AT 12" CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER N.T.S. 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLAN-.;- TED LAN=TED WITH APPROVED TREES. SHRUBS, OR COMBINATION THEREOF. SHRUBS ,VI 5W5 FWAM0 B Y: A W U190M tD TN1 S IFmmm SHALL BE PLANTED AT 10' ON CENTERS, TREES. 20' ON CENTER, COMB I NA- Bulzy_CtT f WON& EN611W-W OF = BENCH MARK TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 3434 417% ALIE., RIVERSIDE COUNTY DESIGNATION: T-4-81 STAMPED ON U. P. C. CHAPTER 10- R. AAAI DIEGO C& q 210 3 1/1161415 2 8 1/2" BRASS DISK IN CONCRETE CYLINDER. NO. ITEM QUANTITY UNIT Tr7L: ro 19- Z q Q - 5 5501 ,,. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TAT' L. 1A.11�k-I ZF, ZW W.I-J1 q& ELEVATION: 1120.588 DATE: 9-13-82 1 LOT GRADING Ib LOTS x 15 C.Y./LOT) ISO C.Y. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 5.0 MILES SOUTHEAST ON HWY. 79 FROM THE INT- 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Underground Service AIert SECTION OF MAIN AND FRONT STREETS IN TEMECULA, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 41' NORTH OF HWY. 79, 4' WEST OF P.P. 1623426E RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ON EDGE OF CULTIVATED FIELD. SET FIBERGLASS REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED LAND PLANNING 4877 Vlewrlde Avenue WITNESS POST I' N. OF MONUMENT. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CALL TOLL FREE ARCHITECTURE San Diego, CA 92123-1667 OWNER/DEVELOPER HCH 1-800-422-4133 ENGINEERING 1619) 278-5750 PARTNERS SURVEYING Fox (619) 278-9258 KAUFMAN A BROAD OF SAN DIEGO, INC. 6HIGH BLUFF DIE O, CALIFORNIADRIVE, SUITE 400 9230 ANn f✓_�/��Q TWO WORKING DAYS BEFORE YOU DIG TEL. (619) 259-6000 FAX (6191 259-5108 LD-14- 10.9 GR CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE QILOE S$l04 DESIGNED BY DRAWN BY CHECKED BY CITY 0 r TEMECULA DEPARTMENT OF PUBLIC WORKS DRAWING NO. (Q�( S g� C�111S� �U41J D1�1 0'125. Cl#NGE L. T.W. R.J.F. T.W. RECOMMENDED BY: DATE: �7.�¢ Cohtractor QEtlIS(DUVAIMMM9 tAMf7A-9V Horizontal ( PLANS PREPARED UNDER THE SUPERVISION OF m /0 3 g ACCEPTED BY: DATE: // �� '� PRECISE GRADING PLANS: AS SHOWN >��,.,� TRACT NO. 23125 1Inspector DATE PRINCI AL ENGINEER, FO CITYVerticalRAYMOND A. CASEY P Date Completed RCE NO. ZG¢33 EXPIRES 3 3� 9� AS SHOWN " �,��_ �,_ R.C.E. No. 41880 Expires 3/31/96 LOTS 19 TH R U 28 SHEET 1 OF 3 I I I I I I I I I v; I I s 0 SPACE 44 PEN at!� V oo LO 161 20 � t � � I _ 10.57: I 62.2 � 3 � ► I I rn 1 I � I 1 , 62.5 �I f L ,104.27' _ S9 o S9 I I Lu I N I QI u- 0- LO I I I ?. N ' \ 37.11' o 6 _� \ 60,7 98.00' �+ •Bj � ` VIA CHAPPARO 10+00 EALLE MORITA 1 \ 10+00 VI CHAPPARO \ -- -- ----------------- ----- ----------------------------------T--------------------------------------------------------- 7"MA r..,, 7 .2 3 J-2. 5 �2 0 ti s �l CQ co 43 2 1 OP FN SP CE LO'4- /096"R CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE .QQ�OrE'i'�O�,�T� DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. T.L.W. R.J.F. T.L.W. RECOMMENDED BY: DATE: CITY OF T E M E C U LA DEPARTMENT OF PUBLIC WORKS .00 Contractor Horizontal g`"`���� '� '� PLANS PREPARED UNDER THE SUPERVISION OF t3 ? Inspector AS SHOWN w NO.2u" PRECISE GRADING PLANS �^ �o 13 9 � ACCEPTED BY: DATE: !!t/s/ EXP 3,31-M / PRINCIPAL ENOtNEER, FOR ITY ENOMEER TRACT NO. 23125=1 4LDATE / RAYMOND A. CASEY Vertical TAT L. WAI I Dots Completed � Of CAL�E� RGE N0. AS SHOWN 26433 EXPIRES 3/31/96 R.G.E. No. 41880 Expires 3/31/96 LOTS 19 TH R U 20 SHEET 2 OF 3 RY sEPARAZE PCRMIkT 65't BLOCK XET. WALL 10 45' 0 O r- O CS) toQN vj� N vioN 00 CD 00 M CD Q °° SEE BELOW LEFT H H 33y � a3aV= i �a3a 106.70' - 3 / 9.9/ i��at 2 , 0_ ,° I I I > I 0 0 0 i I I �FQU/RE7� —_ Ivor A fri N I ,8&ZOA 6PLE Lor lv �,• EXisT 3Z EA,7,reS9NCY ACC,085 DrDIe4r�D -M w IL_.t5 x I I I - E�vsT/rY� 3 c.7y _of T�M�arm � reacr ,vo. z3i z s N o s I � �/yF�b� C ACCtrT`D FDIC FN4iYce_ S�E/L�-T�" P�7ty1l � I ASE YAecesS REQ.V1,2ED )cW �o�►rST,eucT/oN OF ,ge-CFSS /Za4D. c N a I I I I I I Tlay Q - ,� 1 /VU Sls1LE — cV S �E —N—ACT 23-126-2 I ) 0. ' DEEPENF0 FOOTING I I 1 OC Oc \ IV 41.11 I I i \ 105.88'- 2 05.88'2 . , I 3ti _ 7:11 u� LO 27' \ '•fib m Q I N - i \ bi 3 N , Icc 10 N 46.08' 0.4' D.F. hj a cI \ 3 \ 1020,11111,1111 jj� .94' I AIN � 4i 2 90.4 - V — n --t '� \ W U N ' J / . �✓ / 44.38 2°%L Q 38 r A Ir 3 I I I CARTE YACA MORk I , o / I I ! V) I O I o oR4#r oFAAA o - o FH �.W < I \ -� 100.0 0 2 LL ccN � � 2° y' Q I I g W 1 I �� g g 22' I a; I I I Q CC � � 45% I I I ,� � , � 10. D ,r; N Co 1 I O � I j I I I 7-1 n N V) I I I I I . I 1 O ^ h 3J I 1 ti ° 8 I I I 5 1 ' 120' 20' 1 I o�• 1 b .5' DEEPENED FOOTIN �, N I I $ o I � , r-0 I 40.61 CC ( + I ! 1 I I I 6 0, t 14.01'' � 69• .7 DEEPENED FOOT _ I I2 . t G - 100.00 - I I 1 I 00 �' � L�' �I I W � Q � m � CO 55' � � � � ��� `�� 0 0 o 1 ,�x . I �v V� o o , � vib ' vijr 43 m v, I W 11.5 O 6 % N I Ia I ti 6' I I I I 6' Q I o , / I N 20' 1 N II 1° �� S' (20' I20' 10 1.0- DEEPENED FOOTN 28 ' -' 10 NI Ii 2C.Q ; 109.9 1., 11182.0 o I I I co i TC I I 17.51 I 4 SEE ABOVE RIGHT 65. '°0.87 II � SEE SHEET NO. 2 L D%;y ' - 11 1 9 GR � CONSTRUCTION RECORD DATE BY REVISIONS AC 'D tt;'��2.`�;/ • `` DESIGNED BY DRAWN BY CHECKED BY SCALE `� T.L.W. R.J.F. T.L.W. RECOMMENDED BY: DATE: Amt V4- CITY F T E M E C U LA DEPARTMENT OF PUBLIC WORKS DRAWING NO. ; p-1�- � EV1 U Z - ,� P� �. W �s Horizontal Contractor � � � = PLANS PREPARED UNDER THE SUPERVISION OF s 110.26+ G( DATE: 7y PRECISE GRADING PLANS AS SHOWN p DW. 3.31.116 � ACCEPTED BY: Inspector � oAT>: �° 3 �� PRiN AL ENOMIEER, FOR TY E1+eiNFER TRACT NOO 23125-1 TAT L. WAI RAYMOND A. CASEY r �+ Date Completed Vertical '�j� of CRL,�O EXPIRES 3/31/96 41880 3/31/96 LOTS 21 THRU 2 AS SHOWN RCE N0. 26433 8 R.C.E. No. Expires SHEET 3 OF 3 t I