Loading...
HomeMy WebLinkAboutLot 1-4 Precise Grading I TO RIVERSIDE TO CORONA PRECISE (3RADINEi PLAN r^ Z rh r~ i ��R R rn � 7 � PASEC) DEL SOLPW GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY RSH PROJECT ORDINANCE 93-04. MC) DEL SITE SITE Rp• 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES SHALL BE A p AUB� MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. City Of Temecula RD. 3. MAXIMUM CUT AND FILL SLOPES = 2:1. TRACT r NO . 24185 1 LOTS 1 CAMPANULA WAY 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. HWAY 79 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION TO SAN DIEGO REPORT FOR ALL FILLS OVER 1' DEEP. MAP 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN VICINITY CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING NOT TO SCALE PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. _ 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81--420-01) DATED 4-26-96 AND ALL ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. O �Z 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 I YTZ5 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 17: MIN. C MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. Z 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR I �� Q N GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 30 ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. o MIN.1 � 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 5 MIN P 1 00' 2% MIN. O DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. � P.L. MIN.1 I FF- 100.5 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, �� e •I AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ti � I � REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �, I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 3' 1' STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER 0/ ® �,� MIN. MIN. AND DAMAGE TO ADJACENT PROPERTIES. I z - z R METHODS. 2% MIN. I \ I 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APP OVED ET ODS PAD 21% MAX. / 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ./ O O 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH `1.5) SHALL BE SWALE o 0 SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES �• v O G• OVER 30' IN VERTICAL HEIGHT. `- - � SIDEYARD LOT DETAIL TYPICAL LOT 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING DRAINAGE D ETAI L PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN N.T.S. SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS N.T.S. REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 6 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/,c PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF P ANY CONSTRUCTION/GRADING. 23. APPROVAL F PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS o L o THESE ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY A SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LEGEND F.L. - FLOW LINE I F.S. - FINISHED SURFACE F.G. - FINISHED GRADE G.B. - GRADE BREAK H.P. -- HIGH POINT L.P. - LOW POINT. ONDEX ( R. - RATE OF GRADE T.C. - TOP OF CURB NOT TO SCALE T.W. - TOP OF WALL - BOUNDARY 4 - LOT NUMBER a P-69.3 - PAD ELEVATION oRE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29--81 BASIS OF BEARING FF-69.80 - FINISH FLOOR Underground 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS KEITH �,"" �, OWNER/DEVELOPER: - N of Southorn California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN ++* *� INTERNATIONAL •• MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS la" C©11; TOLL FREE .. srcre FIELDSTONE COMMUNITIES � ,I 800 7 CHAIN LINK FENCE, 21'x 16 AROUND S0. CALIF, GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22 56 23 W INC. ��ti WO WW OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. Inland Empire Division 8 �"a � 5465 Morehouse Dr., Suite 250 0 422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. San Diego, California 92121 CD � �� CJ „ eM �,SW LD98-014GR TWO WORK nrC DAYS BEFORE YOU DIC ADJ. DATE 9/13/82 ELEV. 1128.410 '"�"+� � a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: ESS! Designed By Drawn By Checked By Drawing No. SCALE RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Civil J RW C. Ryon Contractor Horizontal Plans Prepared Under Supervision Of M Gswp A. Lsnreder , ACCEPTED 13Y: DATE: Z 98 PRECISE GRADING PLANS Inspector SEE ABOVE - No. 45920 L p DateTRACT Q _ RONALD J. N0. 418 PARKS 2 5'- Exp.lx-91-96 PRINCIPAL ENGINEER, FOR CITY ENGINEER Date vertical s� ��. GE LE STEP PAS E O DEL S 0 L ro Completed 'qhs► F v Q` CpL� R.C.E No. 45920 Expires 12/31/98 R.C.E No. 9744 Expires 9�30�01 M 0 D E L S ITE LOTS 1 --4 Sheet 1 of 2 a r TRACT N0. 24186-4 v , TRACT BOUNDARY R � 8 NN S s �• Y M E A D a �. �9 O ' 5� l.=62'5� Will 1 JB L¢5OPP 5.63• h L=54,19 >-- z h �� IlkL=53.30 .3 1 ,�'� O. .� •,' z F « G+ 1 w w A> O �•�,Q, M � On � � w .rte o �o• N 70• ro �'• '� - I 100 Iojt25• 2s' '4 /98� •� `t IZ 1 I 5' S' I p =71.5 �, � �,`• 2 n FF=72.00 r �� ,L�r • w- P=72.5 0 I / 5 Z PARKING LOT 4 ? 5' FF=73.00 � Z I I � P I ER LANDSCAPE 7 5' =69.3 ( SC E PLANS) 6 5 z �, t Z FF=69.80 $ P=73.5 n I � Q I J I I 0 �h� ��6 •� 5' I d L, 68 o �� o N I F ` o N f °� N �o "�'C'• ' O L=47.72 Lm43.66• 29.4g• 20.23 Q 60.38'110,JjjjN L=59.45' iiiiiiiiiiiiiiiiiiiiiillillililI all / 4.33 PI O,O � f.� 2 "� -Mom1 1 G'n J N ti � 16 S U 17 �.�� — A S S A R o C4I w 13 . s o � C 14 Sj�O •C` 1�•All G.d• .[+ O o u R T 10IC, •?° I w W 1.r r 74 (n Z LAJ 110 �- O 02 a A V) N l9 INSTALL CONCRETE DRIVEWAY APPROACH Zo Q1-4 PER CITY OF TEMECULA STD. NO. 207. C* a INSTALL CURB CORE & 4 P.V.C. DRAIN WITH - - fi x 6 NDS GRATE & SPEE D BASIN OR APPROVED EQUAL . a a A KEITH OWNER/DEVELOPER: INTERNATIONAL aw,►k.. `arm�,y-.ori FIELDSTONE COMMUNES• r `„ "o 5465 Morehouse Dr.,, Suite 254 Inland Rmpirs, Division CW� �M•�• San Diego, California 92121 (� Q — o saran a"m AM, saw ars• �.�. r"m a axes (m)OW-em" L D.7 V 0 I `T G R a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: Q 11 Designed By Drawn By Checked By Cil Contractor Drawing No. ( �RW C. on RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS vi �, Horizontal ' � A ���� Ions Prepared Under Supervision Of � � 9�f PRECISE GRADING PLANS SEE SHEET 1 — n ` No 45920 ACCEPTED BY. DATE: Inspector 1 —2�J 5 Dat Vertical ex�•iz-a�'9e GE R A. LEN TEY Date PRINCIPAL ENGINEER. FOR CRY ENGINEER TRACT NO. 241 8 5--- 1 Completed `r�q , �� PAS E O DEL S O L CA��F R.C.E No. 45920 Expires „� 12/31/98 ,. R.C.E No. 19744 Expires l�30��1 MODEL SITE LOTS 1 —4 Sheet 2 of 2 �' r