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HomeMy WebLinkAboutLot 19-23, 42-47 & 17-29 Precise Grading �- GENERAL GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 457 . a, 2 . MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%. 4 v DRAINAGE SWALES SHALL BE A MINIMUM OF 0 . 2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2 ' FROM TOP OF CUT OR FILL SLOPES. 3A 3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . IA ZA 5A 4. PROVIDE 5 ' WIDE BY i ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 4C 3O- 4A FILL SLOPES OVER 5' HIGH. -- 30 �•I I-�- 3p-�-I �--- SD' 30 5. ALL GRADING SHALL BE GONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER i ' DEEP. AS 111L AS)W45 FO0rPR/A/T5 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 'S 30' DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR SANTA TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 12 13 14 f5 1e G LINE, GRADE. ELEVATION AND LOCATION OF CUT AND FILL SLOPES. `�' C f7 to 19 REEK U N DER G R 0 U N D STRUCTURES 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS 1 20 !1 22 23 22 ALONG TOP OF CUT SLOPES. TR Alre'l Qft: 24 29 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS S. THAN ONEFOOT. REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 10 27 29 a AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE 24 41 PARKS a0 as 32 --- LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH ° 25 42 IDS DR1� sa a4 as IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF e 40 21 as 37 as SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY GEOCON INCORPORATED 7 26 39 43 20 13 40 41 42 4344 UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE DATED AUG. 9. 1993. TWO SETS OF THE FINAL COMPACTION REPORT SHALL 12 TR. a� PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE 27 ae 44 1s !4 a `a� ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING 28 -° W 11 ° MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE 5 37 �iu 45 to g 15 N 7 1 OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PRELIMINARY SOILS REPORT . 10 4 TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING g I 4 38 s7 1e ° 2 p WORK . 10 . THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24 ` 3 30 35 47 i9 fo < 15 a e PARK SITE 10 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 16 = 7 31 / T •1 INSPECTION . THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 2 Q 31 34 J 29 20 17 N i4 ,s Z= NOTICE T O CONTRACTORS PERMIT FINAL INSPECTION FOR EACH LOT . PHONE (909) 694-6411 32 33 ~ � 21 to 17 ~ 13 e C;1 It . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL ! 33 30 27 zz 15 !° 12 = 4 / O CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 36 10 a O m FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT, PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM a4 31 2a 14 1a / EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 37 11 ,; 2 � INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL PRIOR TO THE APPROVAL OF FINAL INSPECTION. ' APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 90 32 24 i3 r THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 3s TGA. ffi8®ffi8-S HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS MARIAN ROAD ao / THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS 40 27 2e !° FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. MATERIAL. 41 Ct 2 a 4 ° e 7 s s 10 11 12 21 2z 2a 24 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL - - - - - - ! X M A P SUPPORT . PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER NICOLAS ROAD PRIOR TO PLACEMENT OF FILL MATERIAL . SCALE: 1'- 150' y y 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF IZ 6 H POINT PERMANENT DRAINGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE LOT NUMBE 6 2X cclu SH PAD ELEVATION-0 .2'(Miu) PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES 1285_aMAX . 2513.2 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. P L DEEPENED FOOTING I PAD ELEVATION 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 5'MIN. 5 'MIN. PER PLAN PAD-125B . I TO FUNCTION, EXPECIALLY DURING STORM CONDITIONS. PROTECTIVE INDICATES FOOTING TO BE FF-1259. F N SH FLOORELEVATION MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT DEEPENED 5' MIN.---101 6 ABOVE PAD ELEVATION ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3' 2 ' 2' 3 ' LENGTH F 430BRMODEL TYPE MIN. MIN. MIN. MIN. F.F. QEy, DEEPENED FOOTING 17 . STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- ADDIT ONALTENTHS (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE 1 0 N DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 ' IN "RRiEs `•-MiN v FOOTING D H r -1258 Iap VERTICAL HEIGHT . INDICATES LENGTH OF F007ING PEQ PLAN � EXTRA FOOTING t--PROPERTY LINE 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT UPPER PAD MAX \\\ �AO 8LEV- REQUIRED t CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC / 25 s GARAGE FLOOR ELEVATION ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LOWER PAD x M N• ��� �. j O.5• k. Lay Epp GROUND SURFACE LEVEL) SHALL EISIREQUIRED VEN. IF ATHELACTUALNDISTANCWITH ESAECv TO ADJACENT • . 6'l4IN. � - , I����II 12' MIN. kelk Rg7't OF ADE E BOE HE ADJACENt INDICATES DEPTH OF9 GROUND SHALL BE GIVEN. ' NOTE: THE EXPOSED PORTION 0� THE DEEPENED EXTRA FOOTING I �St" RIGHT-OF-WAY 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE FOOTING SHALL BE FORMED. REQUIRED PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 2);M IN. 6" SLOPE VARIES . . . . , . CURB OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 21XMIN. 2: 1 MAX. 2XMIN. • TYP . SWALE SECTION 21%MAX . TYPICAL EXTRA DEPTH FOOTING PLAN PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION THEREOF. * GARAGE SETBACK SHRUBS SHALL BE PLANTED AT 10 ' ON CENTERS: TREES, 20 ' ON CENTER; NOT TO SCALE N 0 T TO SCALE 10 ' MIN. ALONG STREETS COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT 5' MIN. ALONG ALLEYS SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P. C., CHAPTER lO .r . UNAUTHORIZED CHANGES 6 USES: TYPICAL LOT L.ZOOM= AND TYPICAL DRA IIVA99E NON- A LL EY L.o T 20 . FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT THE ENGINEER PREPARING THESE PLANS WILL NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. BE RESPONSIBLE FOR, OR LIABLE FOR. N.T.S. UNAUTHORIZED CHANGES TO OR USES OF THESE h SEE SHEET Z FOR AL LE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PLANS. ALL CHANGES TO THE PLANS MUST BE IN ti� LOT ORAlAmae- Pq rro�eN Y PERMITTED. WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. XTA 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD HOT ' SPRN PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING. BENCHMARKj` rF 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE T-46-81 FROM THE INT. OF RANCHO CALIF. ROAD �s { '�e � *.�� L E G E N D CORRECTIONTHE ANT AND OF ERRORSSORNGINEER OMISSIONSOM THE DIS OVEREDODURINGITY CONS�RUCTION. R THE AND FRONT STREET 1 .7 MILES N ON FRONT STREET JEFFERSON AVENUE TO THE INT. OF JEFFERSON ,�1` UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY AVENUE AND WINCHESTER (HWY 79) , 2 .0 MILES NE "OR„, 'Sb F .G. - FINISHED GROuN C) Q3 - SHEET NUMBER SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL . ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER Cr THE TUCALOTA CREEK AND SANTA GERTRUDIS CREEK � pp- T. C. - TOP OF CURB 1200 . 1 - PAD ELEVATION FORK . IN THE SE WING WALL. 6' SE OF COR OF a mi ° 1Dt$ `0 N. p0�►D BRIDGE ABUTMENT, 3' E OF STEEL GUARD RAIL, E'p"� F.L. - FLOW LINE - TRACT BOUNDARY NOTIFICATIONS 19' N OF TELEPHONE SERVICE BOX. EP - EDGE OF' PAVEMENT - - ELEV. 1091 .074 NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES PROJECT F .F. - FINISHED FLOOR - RETAINING WALL 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: SITE Off: G .F. - GARAGE FLOOR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ( 909) 694-6411 Underground Service Alert SOILS ENGINEER AND GEOLOGIST COSCAN DAVIDSON TEMECULA. INC- 12865 GEOCON INCORPORATED 12865 POINTE DEL MAR. SUITE 200 - LOT NUMBER UNDERGROUND SERVICE ALERT: 1 800 442-4133 6960 FLANDERSDRIVEDEL MAR. CA 92014 1 ( ) Call: TOLL FREE i (619) 481-8500 SAN DIEGO, CA. 92121 TR.W. - TOP OF QETAtN1NG WALL- 1 -8� (( (619) 558-6900 V I C I k I TY MAP n 422-4133 NOT TO SCALE •s Lo h r + Associates I n c G .B. - GRADE BREAK TWO WORKING DAYS BEFORE YOU DIG � �� 4adis � � o.a. �. T �► ' 1-095- 144 GR ,ISM,, Pik. so. .7.-411m is s°. ...-0... C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS DATE ACC'D BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. -`<4_, RECOMMENDED BY: DATE, __�'�' '� CITY OF TEMECULA DEPARTMENT DF PUBLIC WORKS �, qc Contractor Horizontal // Ff e' Plans Prepared Under Supervision Of Inspector AS SHOWN l u E p' 1 - L_. �' I - (� SEE HER + • r/y/ * / Date �� 7' `'.`! ACCEPTED BY' PRINCIPAL ENGINES F❑R CITY ENGINEER .LS'�G ,; PRECISE GRADING PLAN VerticalJQ FP.,ED W. DOERGES STEVEN W. CRESSWELL TR NO 27827-3 LOTS 19-23, 42-47 ht,Capktot AS SHOWN R.C.E. No. 16526 Expires 6- 30-97 R.C.E. No. 47180 Expires 12 - 31 - 99 1959 AND TRACT . NO . 27827 LOTS 17-29 Sheet _ of Z i \o p� SANTA 89111111IMS CA19AK ZX//S77 R,97-- 11"ZOI w.a I-I- \\DEW. //aY cP7 T�eW' 1/05-33 w 40.0 'pl. Q 40 .00 ' 1� 4 00 'dog 40.001 31 . 10 40 .00 40 .00' 4U U.00'a?� 40 . 0�,� 40 . 0 ' `�` 40. 0 ' Q 40 .00 ' e 40.00 ' Q. 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THE -G. /,S o. 1 ' BELo w •c 1 1 ; }�+ rr 02¢" , " _ _ - -, 1 11- - " _ _ t '1 THE GARAGE- FL OOK EL EVAT/ON AT THH BACK OF GARAGE. , _ - - - cu � •� O - 5 2-� UTILITY LEGEND pow EntD RArE of •,, ,- ` - 1`" - ® J 1 +' " " _ �- �o =O3�� el, sR�+� -s SEWER LATERAL + _ - 1_ _ - - _ - - _ _ - - • '- _ s -w WATER LATERAL ' - " FIRE HYDRANT 1 ' ' - �s 2¢ STREET LIGHT O rl 1 " - '\ _ _ - 1 *GARAGE SETBACK �j e A i �,i i u A 1 i v _ - ` _ - - - - ® " 1 1 5'MIN ALONG ALLEYS P/CAL D44/NAGE ALLEY Lor ' 1 + " - t + 1 1 1 ► GEF .�/E=T / FAQ T S_ Underground Service Alert O _ - - - " +_ _ r 1 - - , , ,+ +� _ _ _ - - + aav_ A«N,, A-07- oeAIMIGE PArT6RN. Call: TOLL FREE 1 -800 '" - :: Lohr + Associates Inc 422-4133 ► ,_ - r 1 - " -+ � ,. G y A,. wr a�--sns F.,� jos �-os�s TWO WORKING DAYS BEFORE YOU DIG ' L D 9 5- 14+ G R 1 CONSTRUCTION RECURD DATE BY REVISI❑NS CArE ACC'D BENCH MARK SCALE SEAL: L - Designed By Drawn By Checked By Drawing No. {� - - - RECOMMENDED BY ` DATE, 1 Z� CITY ❑F- T E ME C U L A DEPARTMENT ❑F PUBLIC WORKS Contractor ,� � Horizontal Plans Prepared Under Supervision Of -- Inspector SEE TITLE SHEET AS SHOWN �� No 165?6 " ACCEPTED BYE DATES ��I'l��" PRECISE GRADING PLAN EXP 13� * i 7-9, = _ v TR . NO . 27827-3 LOTS 19-23, 42-47 Date PRINCIPAL ENGINEER FOR CITY ENGINEER vertical sl �� RED W. DOERGES STEVEN W. CRESSWELL ;� AND TR . NO . 27827 LOTS 17-29 Mtt Lopkted ,J ,i J l k �a AS SHOWN fE01 (:AI�IU� R.C.E. No. 16526 Expires - 6- 3Q---197--- R.C.E. No. 47180 Expires 12- 31 - 99 19R" Sheet Z of 2 i i