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HomeMy WebLinkAboutLot 8-18, 24-27,33-41 Precise Grading EAffMWORPK QUANT/T/ES rAai- GENERAL GRADING NOTES }� 30 CUT FI L Li 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER EXCAVATUM *Boc.Y 70. AS AMENDED BY ORDINANCE 457 . � h ^ 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%. EMBANKMENT 480 C. o DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2 ' FROM TOP OF CUT OR FILL SLOPES . SOBS/DENCE 3A 3. MAXIMUM CUT AND FILL SLOPE 2: 1 . 6H-ehV1<AGEJL 4. PROVIDE 5' WIDE BY i ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL +D �A 2A 30" 4A 'SA FILL SLOPES OVER 5 ' HIGH. /MPE'a�PT�EJt'R�RT 5 SOILSRADING ENGINEERALL WHOBSHA�LECERDER TIFYTHE THATUALLVFIL�NOF A COMPETENT HAS BEEN PROPERLY TOTALS 480 c Y. 480 C.Y , PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER i ' DEEP . 5UIL D/NG FOD TPR/NTS 6 DEPARTMENT OFCPUBLIC NWORKSRWRITTENSHALLSUBMIT CERTIFICATIONTO THECOFYCOMPLETIONLOFS ,SCALE: /" = 30' ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR SANTATO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 0 1� GERTRUDIS LINE. GRADE. s3 Ss s° ELEVATION AND LOCATION OF CUT AND FILL SLOPES. !7 !° CREEK UNDERGROUND STRUCTURES 7 . PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100 YR. Q STORM FLOWS 19 M 23zo 21 ALONG TOP OF CUT SLOPES . �� 22 23 24 25 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 10 �: r26 2° AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE THAN ONE FOOT . za 41 PA1gKS 30 31 32 - LOCATION AND EXTENT . THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH ° 33IDS aqI . IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF � ° .0 42 21 � 3 35 IMPROVEMENTS 37 � n SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY GEOCON INCORPORATED 25 3043 20 13 �o 's s2 '9 44 SIGNED OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE DATED AUG. 9. 1993 . TWO SETS OF THE FINAL COMPACTION REPORT SHALL sz TR. PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE 27 3a 4L 19 W s. a `4���� ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING a > 11 5 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE s 28 r W .3 1e '� i8 OR STRUCTURES FOUND AT THE SITE . IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY PRELIMINARY 50ILS REPORT . 10 s TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING g I 4 29 3s g 17 1a ° ° 3 ZO WORK . 10 . THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24 3 30 315 47 19 = to 15 a, PARK SITE / HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE g 1 ..�9� INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 2 31 34 J 29 20 i7 16 L) 14Eli 5 3! / Z Z NOTICE C T O CONTRACTORS PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411 !7 e 1 32 33 28 �1 N 18 13 . / n, 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL i8 Cn SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT 35 30 z7 22 16 12 = O CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY I SHALL BE 36 i9 10 3 / 1 rn FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT, PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 37 3' 31 28 23 14 i1 CM INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE N0 . 457 /3B 25 21 20APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT PRIOR TO THE APPROVAL OF FINAL INSPECTION. 33 32 13 r �.��,�'��1 1 THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 12. No FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 39 V03. ��®�8-8 MARIAN ROAD Y� HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS 28 29 30 THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING .0 2s 27i FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. MATERIAL . 1 2 3 a a 7 e ° So 11 12 21 xz 2' / 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. IT �1 .00I MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL N D E X M A P SUPPORT . PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER NICOLAS ROAD PRIOR TO PLACEMENT OF FILL MATERIAL . SCALE: 1'- 150' 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF Z OINT PERMANENT DRAINGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE LOT NUMBER6 2% ruu1� � 5H 6 pADHELEVATION-0 .2 ' PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES 1285.gMAX . 1258 2 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 7L DEEPENED FOOTINGI PAD ELEVATION 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 5 'MIN. 5 'MIN . PER PLAN PAD-1258 . TO FUNCTION, EXPECIALLY DURING STORM CONDITIONS . PROTECTIVE INDICATES FOOTING TO BEFF=1259. FINISH F OR ELEVATION MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT DEEPENED 5 MIN. bt 6 ABOVE PAD ELEVATION ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3' 2, 2 ' 3 , -7 ., LENGTH OF 43088 MODEL TYPE MIN_ MIN. MIN. MIN. F. ELEV. DEEPENED FOOTING 0 m 17 . STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 6 MIN. ADDITIONAL TENTHS (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE 00 NG H k IE 'K . 0 �ti`'^ DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 ' IN EXTRA DEPTH ASVERTICAL HEIGHT . SHOWN ON PLAN d - INDICATES LENGTH OF GF-1258. •�+ tx EXTRA FOOTING I-PROPERTY LINE 1B. A REGISTERED CIVIL ENGINEER SHALL SUBMIT UPPER PAD _ PAD ELEV. REQUIRED l2CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC 5' [Ow ENO S, sGARAGE FLOOR ELEVATION ELEVATLEVEL) IONS SHALLRBERG�VENED, IFHANEELEVATOION (WITH RESPECT TO MEAN SEA WITH RESPECT TO ADJACENT IN. LOWER PAD 25' TN 2X MP RATE OFG GROUND SURFACE IS REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT II 111 i2 MIN. INDICATES DEPTH OF �s�; 1 9 GROUND SHALL BE GIVEN. ,.' F NOTE THE EXPOSED PORTION OF DEEPENED EXTRA FOOTING 60 .50 X25 RIGHT-OF-WAY 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE REOUIRED FOOTING SHALL BE FORMED. CURB PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 2XMIN. 6" SLOPE VARIES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 21XMAX. nria. 2: 1 MAX. 2%MIN. 21 XMAx • TYPICAL EXT A DEPTH FOOTING PLAN PLANTED WITH APPROVED TREES. SHRUBS, OR COMBINATION THEREOF.TYP . SWALE SECTION RGARAGE SETBACK SHRUBS SHALL BE PLANTED AT 10 ' ON CENTERS; TREES. 20 ' ON CENTER; NOT TO SCALE N O 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 10 .r . NAUTHORIZED CHANSES s USES: T YP!CA L /- Or L EGENO 20 . FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT HE ENGINEER PREPARI148 THESE PLANS WILL NOT AND TYP/CAL ORAIIVAGE I1A�N-ALLEY LOT LESS THAN i/4" PER FOOT FOR A MINIMUM OF 3 FEET . E RESPONSIBLE FOR, OR LIABLE FOR, NAUTHORIZED CHANGES TO OR USES OF THESE w 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE LANS. ALL CHANGES TO THE PLANS MUST BE IN ti /VDT TO 3 c q L E PERMITTED. RITING AND MUST BE APPROVED BY THE PREPARER ti SEE 6NEEr 2 F-OR ALLEY F THESE PLANS. MaggIETA LOT QRA/NAGE PAT-Tp-RA/ 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD HOT SPRIENG PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING. BENCHMARK LEGEND23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE T-46-Bi FROM THE INT. OF RANCHO CALIF . ROAD j`ss F' y�' THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE AND FRONT STREET 1 .7 MILES NW ON FRONT STREET c�� o�s CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. JEFFERSON AVENUE TO THE INT . OF JEFFERSON 9t �1UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY AVENUE AND WINCHESTER (HWY 79) , 2. 0 MILES NE IWTH 'Sb F . S. - FINISHED SURFACE 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 GERTRUOIS CREEK SANTA GERTRUDIS � �p►� T .C . - TOP OF CURB 1200 . - PAD ELEVATION FORK. IN THE SE WING WALL, 6, SE OF COR of cmmx N• �` Popo BRIDGE ABUTMENT, 3' E OF STEEL GUARD RAIL, N� F .L. - FLOW LINE - TRACT BOUNDARY NOTIFICATIONS 19' N OF TELEPHONE SERVICE BOX . _ NT�o�"pg p0p9 INV. - INVERT - DAYLIGHT LINE ELEV. 1091 .074 NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES PROJE F .F . - FINISHED FLOOR - RETAINING WALL 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 's SITE OWNER_ ; , F , - GARAGE FLOOR - EXISTING CONTOURS CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ( 909) 694-6411 SOILS ENGINEER AND GEOLOGIST COSCAN DAVIDSON TEMECULA. INC. Underground Service Alert GEOCON INCORPORATED 12865 POINTE DEL MAR. SUITE 200 - LOT NUMBER UNDERGROUND SERVICE ALERT: 1( 800) 442-4133 6960 FLANDERS DRIVE DEL MAR. CA 92014 1 O 1600 - PROPOSED CONTOURS Call: TOLL FREE SAN DIEGO, CA. 92121 (619) 481-8500 1234 . 0 - TERRACE DRAIN 4 - DETAIL NUMBER (619) 558-6900 VICINIT MAP RIM - RIM �LEVATIUN 2 SHEET DETAIL SHOWN r '"1I 1 -800 NOT TO SOALE ODS Lo h r + Associates I n c 422-4133 G.B . - GRADE BREAK und n.nnln0 aati Mdp ftek Moe CM To maul■, GA 92590 L D 9 5-OSCE G R TWO WORKING DAYS BEFORE YOU DIG 8in6ph "`• 9M 979-9729 F� 9os 911HIP-41119a CONSTRUCTION RELDRD DATE BY REVISIGNS DATE ACCT BENCH MARK SCALE SE�QPoFESSIpti Designed By Drawn By Lhecked By _ Drawln_y No. Q q 4�� RECOMMENDED BYDATE, CITY D F TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal �� ; N N0. 20278 > Z Flans Prepared Under Supervision Uf SEE HEREON AS SHOWN b EXP. 9-30-97Zrn S a• is ACCEPTED BYi - DATE, ��t��fS PRECISE GRADING PLAN Inspector D d t e PRINCIPA ENGINEER, FOR CITY ENGINEER Vertical 's HERMAN s. HovAG MYA STEVE w. CREzsWEu, ' TA , NO 27827-3 kt<`�° As SHOWN �TFOFCAEIE�� 20278 . LOTS 5- 18, 24-27 AND 33-41 R.C.E. No, Expires R.C.E. No. 47180 Expires 12-31- 9S ivRv Sheet I of I BANTA iWaTf11I1318 W199K v 78.07 ' - 59.75' - 42.99' 40. 16'.- 40 .00' 40.00 'a 0 � 01 $1 1 Q• ty 01 2 6R Z N? IL HID=b/.Z �, PAD D/.5 �� Ot s0 1 m F.Fs D/.7 m F.F_ of 7 .F=A!7_, f�40=a/.3 F'F. salt0 yd' F��ore s' o s- ^ 5 0// cSs 1 1143 _ _ m � — ! $ c - O� .�• !k h c r Z TEP N ® -Q7��.0� f � .� s 4.69' G F�x1� N .�4a3 F 6 .2g •r &T=az =cad h 0 iB. 1 ZO 4 W 01.00 7 _ '��1 .� o�5 F �� \r � /079 -••+ � q- k0-Vy 10. C. -- © - PO Q E.SM T. °` DED/CA TED rO THE C/r y of • c — — (. — \�� `�Q ,(. 0 rEMECULA pQ f,,• ,rpt, ! ~1g ZV 20 in — — 21 22 23 24 25 en t. 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R . i� _ - - oti ' ix A41AI P> BLOW-OFF J CATCH BASIN 5'NIN A1.bMG AL-LEYS PICA L DAPAIAMGE At-LEY LOT Underground Service Alert p _ _ _ - + - - '� 1 `, 1 ., '� sEE SHEET / Foe N T` _ L--17- Call: 1TCall: TOLL FREE 1 -800 �- - _ _ _ - � _ _ �' _ _ - - Lohr + Associates Inc Land MWWd � 33513 �. fact Drill422-4133 ; ► 1_ - - - 1 1 _ _ - - - CM ErgW .r«,, Tarda, risco S.RrWo" Fl M 676-6726 Fm .D. ..,.-a.,,. L D 9 5— O&D G R TWO WORKING DAYS BEFORE YOU DIG 1 � + CONSTRUCTION RLCURD DATE BY REVISI❑NS DATE ACC'D BENCH MARK SCALE SEALI ESS Designed By Drawn By Checked By Drawing No, QPOF to - - RECOMMENDED DATE. '5 CITY CITY ❑F T E M E C U L A DEPARTMENT ❑F PUBLIC W❑RKS Contractor _ Horizontal �WQ� �� Plans Prepared Under Supervision Of . H N0. 20270 > Z ACCEPTED B DATE ; PRECISE GRADING PLAN Ins2Inspector 1 = 30 i p SEE TITLE SH ET u1 EXP. 9-30-97 m Al l Date S��O�ps PRINCIPAL ENGINES ENGINEER 6 � STEVE W CR� FOR CITY gswELL TR , NO . 27827-3 Vertical hteCapleted �'irFOIv1� tiP HERMAN S. HOVAGIMYAN LOTS 8- 18, LOTS 24-27 OFCp,SFR.C.E. No. Pli Expires q-'fin-97 R.C.E. No. 47/60 Expires 12-31-75 19P4 AND LOTS 33-41 Sheet 2 of