Loading...
HomeMy WebLinkAboutPrecise Grading llrll , CONSTRUCTION NOTES QUANTITIL ) CONSTRUCT 3A . C . OVER NATIVERECIS GRADING & SITE LAN O2 . CONSTRUCT TYPE A- 6 CURB AND GUTTER PER RIVERSIDE COUNTY STD . NO . 200 6 - C . F . ) w ht' �P k.,A C3) CONSTRUCT TYPE D CURB PER RIVERSIDE COUNTY STD . NO 204 il r: ( f+' C f . ) K GENERAL GRADING NOTES= ❑ ❑ - c,4 4 . CONSTRUCT 4 ' P . C . C . CONCRETE SIDEWALK � 1 I. ALL GRADING SHALL CONFORM 10 IHE UNIFORM BUILDING CODE ¢ {y` CHAPTER 70 . AS AMENDED BY ORDINANCE 457 . Q 5 . CONSTRUCT CONCRETE DRIVE APPROACH PER RIVERSIDE COUNTY `} STD . NO . 207 /44 `"f- 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHAH BE 1% )a IF CUT OR FILL IS LESS THAN 10 ' 2/0�.1 IF CUT OR FILL IS GREATERC056 2CRAYCROFT PATIO TILE z9oB s THAN 10 ' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0 . 3 DEEP AND0 O - ii 0 BE CONSTRUCTED A MINIMUM OF 2 ' FROM THE TOP OF CUT OR FILL 7❑ Wf-.S!�FD COLORED AGGREGATE s SLOPES . 3. MAXIMUM CUT AND FILL SLOPES - 2 : 1 ( UNLESS OTHERWISE SHOWN ) 4 ALL GRADING SHALL BE DONE 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 1 ' DEEP . FOR ENTRY AR A 5 A REGISTERED CIVIL ENGINEER SHALL SUBMIT 10 THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN �+ PRIOR TO ISSUANCE OF THE BUILDING PERMIT . CERTIFICATION ft SHALL BE TO LINE , GRADE , ELEVATION AND LOCATION OF CUT FILL SLOPES . 6. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT . PRIVATE ENGINEERS NOTICE TO CONTRACTORS 7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS A, , CoNIkALIURS AND SUB - CONTRACTORS PERFORMING WORK SHOWN ON OR OF THE PRELIMINARY SOILS INVESTIGATION BY Of{!EN RELATED TO 1HESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL {' EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS '��'' GEOTECNN/CAL DATED MA4�1988 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE PROTECTED . ALL CONTRACTORS AND SUB - CONTRACTORS SHALL COMPLY WITH SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL ;� THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U . S . t INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE / INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS . " THE CIVIL TRECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT . ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS ;'1 / .y • AND SUB - CONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS . 8. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF r + ' PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL \ CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO RESPONSIBILITY FOR JOB- SITE CONDITIONS DURING THE COURSE OF ADJACENT PROPERTIES . c; s5 / _ CONSTRUCTION OF THIS PROJECT , INCLUDING SAFETY OF ALL PERSONS AND / PROPERTY , THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED / 1 BE LIMITED TO NORMAL WORKING HOURS , AND THAT THE CONTRACTOR SHALL METHODS . �� �+� DEFEND , INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER 10. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY � / �: HARMLESS FROM ANY AND ALL LIABILITY , REAL OR ALLEGED, IN DEPARTMENT , 4080 LEMON STREET , RIVERSIDE , TEIEPHONE 787 - 6146 , CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT ,O�� / , / EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE Al LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION . THIS INSPECTION MUST BE APPROVED PRIOR OWNER OR ENGINEER . TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT . RD \�` THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND - �� H GOLF COURSEUTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A II. NO FILL SHALL BE PLACE ON EXISTING GROUND UNTIL THE GROUND -- - OUSE HAS BEEN CLEARED OF WEEDS , DEBRIS , TOPSOIL , AND OTHER __ - / i WATER FEATURE SEARCH OF THE AVAILABLE RECORDS . THE CIVIL ENGINEER ASSUMES NO DELETERIOUS MATERIAL . - - ,�. \ LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY 1 GATEHOUSE \ OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN . THE LIMIT OF WORK 12. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH - 1, PARKING �., ��' CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND �� �-- ---� AREA IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE COVER . SLOPES OVER 15 ' IN VERTICAL HEIGHT , 1N ADDITION TO EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK , WHETHER OR NOT GROUND COVER , SHALL BE PLANTED WITH APPROVED TREES , SHRUBS , � - _ h ` &i4" - HEREON ,- A9Q FOR ANY DAMAGE OR PROTECTION TO THESE LINES . OR COMBINATION THEREOF . SHRUBS SHALL BE PLANTED AT 10 ON CENTERS ; TREES , 20 ' ON CENTER ; COMBINATIONS , 15 ' ON CENTERS . _ t� - SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE PERMANENT - 1 SOILS ENGINEERS- CERTIFICATE t IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER L_ _---�I scALE =so ORK - - E;EE_t+ REVIEWED BY THE UNDERSIGNED AND FOUND U . P . C . , CHAPTER 10 . R . LIMIT OF W -� THIS GRADING PLAN HAS-- _-_-� �---1 TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN OUR }. i13. FINISH GRADE SIIALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT I �� SOILS REPORT FOR THIS SUBDIVISION DATED 5 -04 - 88 , PROJECT NUMBER '+ NOT LESS THAT 1/2 " PER FOOT FOR A MINIMUM OF 3 FEET . © � ' �� ENTRY FOUNTAIN 510 -15 - 1 , REPORT NUMBER 510 . 15 . 1 , BY OWENS CONSULIANTS, 10065 OLD GROVE ROAD , SAN DIEGO , CA 92131 (619 ) 695 - 3150 PAVING NOTES z zp 1 . �1INiMUM PARKING LOT GRADE SHALL BE I% . R/w -- --� - -- --_ <" ' - BY : R . C . E . NO . : DATE : T 2 . MINIMUM 4RADE FOR RIBBON DRAINS SHALL BE 0 . 35'/. LIMIT OF WORK-� LEGAL DESCRIPTION a Rti• 3 . AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE PARCELS 1 THROUGH 5 AS SHOWN ON PARCEL MAP NO . 21884 FILED IN SURFACES PRIOR TO PLACEMENT OF PAVING . BOOK 144 , PAGES 24 THROUGH 33 OF PARCEL MAPS IN THE OFFICE OF THE A. - COUNTY RECORDER OF RIVERSIDE COUNTY , CALIFORNIA . ., 4 . ASPHALTIC EMULSION ( FOG SEAL ) SHALL BE APPLIED NOT LESS THAN - - - - - - r -- - - FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING ct RANCHO CAtffORiiffA ROAD �. AND SHALL BE APPLIED AT A RATE OF 0 . 05 GALLONS PER SQUARE TOPOGRAPHY YARD , ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37 , 39 , AND 94 OF THE STATE STANDARD SPECIFICATIONS . CONTOURS AND LLEVATIONS PROVIDED FROM PHOTOGRAMMETRIC LEGEND METHODS IN CONFORMANCE WITH THE U . S . MAP ACCURACY 5 . THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVERSIDE STANDARDS AND SUPPLIED BY PICTORIAL SCIENCES , INC . , 1097 COUNTY ROAD DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL W-L - WATER LEVEL WEST BASE LINE , SAN BERNARDINO, CALIFORNIA 92411 , PHONE WORK WITHIN COUNTY RIGHT -OF -WAY T.P - -- -- TOP OF PILASTER ( 714 ) 888- 5795 DATED : 5-05-88 t F.G. FINISH GRADE 6 . TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND TW - - TOP OF WALL SOIL_ _S_ ENGINEER SAFETY DEPARTMENT . ONE INSPECTION AT THE TIME THE BASE IS PE. - - - PAD ELEVATION OWEN CONSULTANTS PLACED AND THE SECOND WHEN THE A . C . HAS BEEN PLACED . FF - - FINISH FLOOR 10065 OLD GROVE ROAD 7 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE f �-� ==;; it F. L. - - - FLOW LINE SAN DIEGO , CALIFORNIA 92131 '� -- �'`_- y�' "= I' 619 695 - 3150 PROPOSED WORK AREA , AND RELOCATION AND COST OF ALL EXISTING FS. - -- FINISH SURFACE ( ) UTILITIES . THE COUNTY SHALL BE INFORMED 48 HOURS PRIOR TO ICA,�I TS / y� �_''"` _ =� T.C. - - - TOP OF CURB BEGINNING OF CONSTRUCTION AT ( 714 ) 787 - 2025 . CENTERLINE OWNER/ DEVELOPER � . ti 8 . A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95'/. � �� v; ---5- - SEWER LINE MARGARITA VILLAGE DEVFLOPMLNT CO . COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND �� / �" 41';-= �' 'W--- - - WATER LINE 16935 BE RNARDO DRIVE , SU I I E 200 PLACEMENT OF ASPHALT PAVING . -%_:= << ;tl�. --_ - i�- - SEWER MANHOLE SAN DIEGO , CALIFORNIA 92127 TO FJVER51DE FIRE HYDRANT L IMIT OF WORK ESTIMATED EARTHWORK QUANTITIES 11 �� SWALE LINE P R OJeCT�S 1 TE ;' 1 (RAW)..� FILL -,O U C.Y. Q�pf ESSIONq CUT (RAW) C.Y. p c�a�°pa° T BENCHMARK r a: _IVE RSI E titNIA DEPARTMENT OF �p COUNTY OF RIVERSIDE B . M . T-29 -81 ��\ " :�\"`�` „2/� -�� W O BUILDING & SAFM. a APPROVED 2 1/2' BRASS DISK IN CONCR TE CYLINDER STAMPED T - �^ -\== _____---_-J o: REVIEWED BY _ q �Q NCM ``- �-4 - C_ J /d a„►i� �° �° 29 -81 ESTABLISHED BY RIVERS DE COUNTY SURVEY , DATE � �_% -- Q, ' RoAD � .�� APRIL 13 , 1981 . DETAILED DESCRIPTION : FROM THE Ulgl OIV1 p�� A'lprovaloftheseptem�*"rK4beCmWusd tube f0 O iTIAG INTERSECTION OF FRONT STREE AND RANCHO CALIFORNIA fOFCA1.�F aloeinitfor,oranaoprova�of,arry � ° ' °� ROAD , ARGARITA VILLAGE TRACT NO. 23371 aw 1 . 8 MILES N . E .N . E . O N R A C H O CALIFORNIA ROAD T O of the Prwrmns of the stats or county Ww& This , MARGARITA ROAD set at pbm Wrest be � f'r a NE INTERSECTION OIN RTHEHCALIFORNIA ROAD AND � N . M . CORNER OF THE `OLA 4 INTERSECTION 1 ' EAST OF A 7 CHAIN LINK FENCE , 21 � REVISIONS: APPROVED BY: r' � l�l�,h ]�,I�,�,l,�ll;},itl�til� �.���� 11'���� � ? & afet Poa 7 X 16 AROUND SOUTHERN CALIFORNIA GAS VALVES , 40 - ' . :..�- TRACT N0. 23371 s ��� 7050 Chk.E,A.cnu< R �ISRCIVIL ENGINEER o.oO NORTH OF P . P . ( N0 i NA 9 4NORTH OF THE � 5-w 0 199DATE: L REGISTRATION EXPIRES co-3o-9a a"`^idU92 14)751 RANCHO CALIFORROAD . SET FIBERGLASS 0_ CITY OF TEMECULA WITNESS POST 1 ' WEST OF MONUMENT . APPROVED BY: SOLE: BENCH MARK: aaiu TO SAwo+EGO OF 2 SHEETS ADJ . DATE 9 - 13 -82 EEN ELEVATION 1128 . 410 AS NOTED SEE ABOVE LEFT TRYAREA PRECISEGRADINGasTEPLAN ' VICINITY MAP CITY ENGINEER FILE NO. N. T.S. DATE: CITY OF TEMECULA DATE W.O. FOR: F.B. A: F: q,• l CONSTRUCTION NOTES 1 . CONSTRUCT 3• A . C . OVER NATIVE 2 . CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO . 200 (6C . F . ) CONSTRUCT TYPE 0 CURB PER RIVERSIDE COUNTY STD . NO 204 ( 6' C F i ` 4 . CONSTRUCT 4 ' P. C . C . CONCRETE SIDEWALK 5 . CONSTRUCT CONCRETE DRIVE APPROACH PER RIVERSIDE COUNTY STO. NO. 207 CRAYCROFT PATIO TILE A -•T. '"`� ~ 7O WASHED COLORED AGGREGATE cow.CnAoeg - / 10.67 A-J 400e v s�oFs) (;UiPB D�"PiPE�^3/D/�C�CTi9/� zox �o• - b Z.o . / X s�cr�O& AS AAl • , 400 N.TS. .k I Wa,. ems,,,,,..,,..o - z - 5 ♦�ti �, � �A •� btt}�S Si m a 7nz LA/UOSC'19OL� 119A ,/1TECTPt.4q 3 - AOR 4F FV !�f/.QT FEATt/•F�GZTA/LS t Pt TR AC 31 3 �, r r' `'J \� S �,, \� r f •: �"O.P 4614CE'ONOUBE AA49 eg'V Ef�(J 9E TENT ACT 23 f QED ���"� ', Kt Oe TA/Ls SEE 6,4A S'L'.9� . C.S�/TECT pp �� Pef//�/S // C � ,+' .,- .; •''. `% �.. K :. ' � tC� Dir �' �.S 3S ,p � t GOLF CO[/RSE W.L.= 1/1e9 O 919 TER FEATURE PiPL'� `�7E0 GOT 4Z wA � � • do low � � CT 2337/-Z o Al 4 _Q6 Vv ,�• —Al(C. 3 gOl0� (D 44 W. Jp 11 / S - a r \ 944 F \ 1 U'S/Ail/te,4q ...._ �� 70/2 rc. a eiq�7 /77/�V/7&tvT _ +ao L a0 s VAULT T�PA�'Y 2. 37/-3 ' - T. Q t/O/M'S/NpiR� SEOft/�9LL TO o ' ---�,I � � ♦ i' �; eo.4o .(. ' J� PG4CE0,9T E.A.SEMEVTts^. 0. >c9 70.E K/ dD 40 It t-Y •' R/!V PC.q.Uitr�E1G O�vt f'G�iR�l�igL 10. R y 70. PG�9 �V/.t/G L ,.c�T 09Pi41/.4L / & ti G/ G/M/T O� K/GtPKf3� q 1 1 A�7,p Z76,d7AO.��POl�.9L / O OL�T L r c EX/ST. COAX CURB � GUTTER -� r '� � � Lu H DEC'O�PflTivE 4 � ih C,giv G4P� ��PC3S�/T�CT ' ( ^ S'F.E 19�t/CtSCAGs� �9AC'r�/ mrr / / ,t/OTE: , OSP f7CL f/,�7�PlX✓-'C'•gPE 5'�.E PG9r{/S' =-Doe 1;GY/XI M IA,1 QETA/GS' / / C.9rt/OSC.4. ,grPC'1�//TECT•�LA•U.S. a d' PCArIYS FGRE'GLT.4/L S. ESSlpNq �4 ZA• LUQ di N N0.1rUJJJ.71 L. T rT`C 1 �� �3 rn civF� ff� p;pU [ OF CA�� REvISIUN'). APPROVED til _ f ------ - — �i"/ii\1 1Z1(_X ��,i��ilN TRACT N0. 2 337 REGISTERED CIVIL ENGINEER NO. 33591 )Oso 'hk.`, n, - ----- " - — --— - - -- -- - -- --— --- -- _ DATE: l•��-�.� ..� s„;t.�, CITY 0 F T E MECU L A REGISTRATION EXPIRES 6- 30-90 ��� , Qi..�.,a..cn•iw� mil Bei oxn APPROVED BY: SCALE: III _ 201 BENCH MARK: •, OF 2 SHEETS ; ., SEE SHEET N0. I NTRY AREA PRECISE GRADING&SITE PLAN FILE No - - - - -- CITY ENGINEER --- - - - - - - _- - - -- -- -- DATE: CITY OF TEMECULA DATE W.O. FOR: F.B. J.N, lU583 AA