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HomeMy WebLinkAboutLot 1-8 - Precise Grading GENERAL NOTES: 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, AS AMENDED BY PRECISE PLO AND GRADING PLAIVORDINANCE 93-04. PROJECT SITE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE = 1% IF CUT OR ro rtrvERsloE ,HarTRAC T NO233 71 M6 OR FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE �' SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FROM THE T OF CUT 'OR FILL SLOPES. 3. MAXIMUM CUA AND FILL SLOPE = 211. ' A4. PROVIDE 50 WIDE BY i' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL , BU � SLOPES OVER 5' HIGH. O r 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND LEGEND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS DVER i' DEEP. �,rl 11 �►� 7�`7 jt0 AU *, T.W. _-_ INDICATES TOP OF RETAING WALL ELEV. 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE PUd LIC WORKS INDICATES EXISTING RETAINING WALL DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN b ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE T.C. _, .._ INDICATES THEORETICAL TOP OF CURB BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND �., AT DRIVEWAY APRON LOCATION OF CUT FILL SLOPES. ��► i++ 1-+ 7. PROVIDE A BROW ,DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM DRAIN FLOWS, r 4 • ALONG TOP CUT OF SLOPE. _„_ INDICATES RETAINING WALL TO BE EXTENDED } A SCALE : I~ _ 500' ��� - 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GRATER THAN ONE I vwW6 INDICATES FINISH GRADE FOOT. / i __ _--J / 9. ALL GRADING SHALL BE DONE 'IN CONFORMANCE WITH RECOMMENDATIONS OF THE V I INIT P �� -`--� /� �� -- INDICATES DRAINAGE SWALE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED NOVEMBER / / I / / NC UDE FOUNDATION N. T. S. 7, 1997. TWO SETS OF THE FINAL COMPACTION REPORT SHALL INCL Q H.P. _--_ INDICATES HIGH POINT OF SWALE DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN C.B. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, P 23371-4 TZ. N D -... INDICATES_ INDICATES CATCH BASIN THE CI•r*rS PUBLIC. WORKS DEPARTMENT U ���. _r�•��_r / �, �/ • l0. THE CONTRACTOR SHALL NOTIFYE _r;^(• 33 1-7 / / C,O, AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE A,V �� ( a / INSPSECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT INDICATES CLEANOUT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-64110 V V r 3" PVC 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL J j ) INDICATES PVC DRAIN PIPE SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTA BILITY IN ACCORDANCE WITH CITE' OEVELOPMENT CODE e,ECTION I�1,0� F 10 3371-16tINVICAT1154P 2A 6XPE TO Tl4E.4F'PK0VAL- OF FINAL INSFFCTI0N. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN , \ 1 ( CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. t 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL TO BE PLACED, IT MUST BE c'S►� \ % �� CLEARED, KEYED, AND BENCHED IN TO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. O\ / -rZ"23371-3 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT 4 \ DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO NOTE. ICL�T�!►IU1N�"j WALLS My �EPdRAT� PERMT PREVENT PQNDING WATER AND DAMAGE TO ADJACENT PROPERTIES, 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, FOR EXISTING STREET IMPROVEMENTS SEE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNC- T RYA DRAINAGELY DURING PR❑VIIONSTORM MUSTCBEDUSED CONDITIONS. PROTECTIVE PROTECT ADJOINING MEASURES ROP RT ES TEMPO - SCHEDULE SCHEDULE A DF IMPROVEMENT PLAN R DURING GRADING OPERATIONS. R.O.W. MAPKEY 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) CL SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE PUDLIC WORKS DEPART- MENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 41!5 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTI- F'SMT 191 225 FICATION OF BUILDING PAD ELEVATION, WHERE SPECIFIC ELEVATI13NS ARE 18' 18' 45' 2.5 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEAL LEVEL) SHALL BE GIVEN. STREET LIGHT IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE LOCATION ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. / 19. EROSION CONTROLo ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE M.41LB0% -` 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 1 I APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED �� F.H. V, - ; AT 10' ON CENTERS TREES, 20' ON CENTER) COMBINATIONS, 15' 13N CENTERS, SLOPES o JAI OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH "P�/.C. - .. kD WITH BACK FLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. ►� �. � , D .� • _ h 6A f FG DO,C �•Y --- WALK�' . . . • 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS UNDERDRAIN_-_ o cv V' �D� N THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, 77 r: : r a _► .JOINT TRENCH 3 3 JOINT TRENCH :A LOCATION PLACE 0.25' A.C. OVER'. . 2 0 LOCATION �,* 4�. ��� er, _ 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PER- 2 0.52' CLASS 2. A.G. ' 0 a�rti dt MITTED. Sf•,csf 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIER TO HOVfE LINKS COURT rErMr 6.f fF `Ev. REFS CITY OF TEMECULA STD. DWG. NO, 105 AF74411. �STO f MAX '� M,N COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SECTION A (MODIFIED) IVO SCALE (r�t�, }' Q 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE No SCALE r /% �'` , APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE a SrC'T10N X1'1-A X33' 16 r' W � � APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGI- t NEER FOR REVIEW AND APPROVAL. " . i �.�' ' `�CO'° NO SCALE 1'021�(,►►�iAu ! h CONSTRUCTION NOTES � ��M M� �.L.._-.-1,•!- Mist/. M A FA D ELS VAT I ON �L.�L El/ S�wN pl INDICATES A.C. PAVEMENT o �o SEC TJoN ~V•• N ENGINEERS' NOTE DPG�fiV DRAM N A GE SOME I "'-00 LOT NUMBS R- /� dI X11/lV C.�. 2p INDICATES TYPE A-6 CURB GUTTER a 1% MIN. + o CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR wvD ON VIVaEAGRd '48 ND SCALE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF PROJECT, INCLUDING p INDICATES PCC SIDEWALK I)Arro -V"Er MODEL SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CON- 1131.3 HOUSE IMDDEL NVNI6ER TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRAC- 4� I1�ID[C11TE 1 iJLT1T'1.E 11it�,il.15dl� p II.T. FIN 15H S GUACE FLOOIC TOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS IWPICATE5 SIDEWALK UNDC-IZCWAT R C.0-T '_r5TV._-'T4° 303 •p= ELfVA77ONS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFOR- 1130.& s MANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 21.4 _ • __ NOTICE TO PROSPECTIVE BUYERS Underground Service Alert ' �' NEGLIGENCE OF THE OWNER OR ENGINEER. g �. NON. FRONT SET WK THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED it CO'' W TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES Call: TOLL FREE •o - • /• IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RE- Call: • .: & ,* «' CONSTRUCTION PRACTICES. . THEY DO NOT ATTEMPT TO SHOW CORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO BOOS. r`• •'4 T•`' THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE OR PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON 4Z2-4133 !� JjrICAL LOT � ON THE LOT,1. THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TD Krs• H S AN OTHERTHESE LINES OR STRUCTURES. THOSE PURPOSES, Lo 18 -O53 c,R SUNRISE Itenh cmpanies T WORKING DAY FORE YOU IG CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE SEAL: Designed By Drawn By Checked By ,. Drawing No. 91!0. RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE BA, T-29.81 �o �raY sr£ � Contractor: 2 1/2' BRASS DISK IN CONCRETE CYLINDER, IN THEorizon a y� �� tkr��, Plans Prepared Under Supervision Of N.W. CORNER OF THE INTERSECTION OF RANCHO # _ N ACCEPTED BY: DATE: _Sze ����,_ PLOT PLANS FOR CALIFORNIA ROAD WITH MARGARITA ROAD, 1.0 EAST 1 -- 20 w �k S� - i20NALD J. Pl5►RKSI DEPUTY DIIG'f171� OF C -- OF A 1.0' FENCE, 40,0' NORTH OF P,P, (NO NUMBER), °C 6-30-98 � Date Inspector: 94,0' NORTH OF THE CENTERLINE OF RANCHO CALI Vertical H. STELMAR PU�hI C WuRK� � TEMEKU HILLS NEIGHBORHOOD # FORNIA ROAD, SET FIBERGLASS WITNESS POST 1.0 WEST OF MONUMENT. ��' ISI F 33589 6-30-1998 LOTS 1TRACT NO, 2 sheet , of 2 CAL R. .E. No. Expires l°x144. Expires -So-� Date Completed: ELEVATIDN, 1128.410 (ADJ. '9-13-82) R.C.E. No. r r r o DF �\. kW_% '4 r 727 A. jo PLAN 3A9. 2 - _ HONORS 4 r1� �o 0 .1 , -6?7- �, a 4L"�5 9 x ` x� Si .9 r� wA.. V tiP f ` I 4 1z +1 le 2° T. iA rc. F F80.0 1J d -. iN`� ".� Zb �' H.t• r `G,a Gam.7 Q'�•� � . . • ,••e 16 �,� x Ex T�iV� !iy , t �'-o ' X34. ._I O 4« /vim X1.1 7�� o ,�.� � . . ,+ (( •. 72 � •� P r -o >o 0• sn y t a 3' #zA 3� •� �;�'. 4 PLAN -o ,AN F F C72.Z M PLAN 215 c, .4.0 -o MAN 1 PS 0. cm F F 462.1 SIC F F 57.2 • ,lr �3.� ' r.1.F moo.F7 -2% lop. F• Co i. Ea 1'` �' �,, • ' •° .k �'� �l Ifyi ` 3 k 'Z •y �sr x c, 0• t 't yy�c7 .� �t� `< �' ,k NNS UP, 0 0 L 1156.rt ° v� W p - S WLK �• �� _ -- 5 LLl - V1 P, aR NOTICE TO PROSPECT .. IVE BUYERS THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND CONSTRUCTION PRACTICES, THEY DO NOT ATTEMPT TO SHOW THE EXACT L❑CATION OF EVERY ITEM WITHIN THE HOUSE OR Underground Service Alert ON THE LOT, THESE PLANS SHOULD NOT HE REILIE_D•.UP NN FOR OTHER THAN- THOSE HAMTH❑SE PURPOSES, © Call: TOLL FREE 422-4133 TWO WORKING DAYS BEFORE YOU IG LD 16- 0573 CK SUNRISE A% Mcfilin Cmpanies CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE SEAL: Designed By Drawn By Checked ByDrawing No. COUNTY D1= RIVERSIDE B,M, T-29--81 pR°F�sS�°H� RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS _01� MINI �D �p,RY s rF Contractor: 2 1/2' BRASS DISK IN CONCRETE CYLINDER, IN THE Horizontal &I � ��i� lans Prepared Under Supervision Of N,W, CORNER OF THE INTERSECTION OF RANCHO 43 N4 33g m ACCEPTED BY: DATE: s =L' t s PLOT P CALIFORNIA ROAD WITH MARGARITA ROAD, 1r0 EAST 1 = 20 w EXF�jRE m s�`��79 �A �\�{ice FOR Inspector: OF A 1.0' FENCE, 40.0' NORTH OF P,P, (NO NUMBER), °G s-3a-se Date 7 �0 LD J. Pnr�KS f]EPUTY 171RECYOt� )J P 94.01 NORTH OF THE CENTERLINE OF RANCHO CALI•- 0 t V r ' H. STELMAR OF PL35LIC WORK Vertical TEMEKU HILLS NEIGHB❑RHD❑D #105 FORNIA ROAD. SET FIBERGLASS WITNESS POST 1.0' s�,� i~�e4 •, c i WEST OF MONUMENT, OF cA��f R.C.E. No. 33589 Expires 6-30•-1998 � LOTS 1TRACT N❑� 23371"`""'6e ofDate Completed: ELEVATION, 1128,410 (All 9-13-82) R.C.E. No. 1°)14'"4" Ex ires 1~ et 2 2