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HomeMy WebLinkAboutLot 1-3, 27-29,41-45 - Precise Grading GENERAL NOTES: 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, AS AMENDED BY ORDINANCE 93-04. 2• MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE = 2d. 4. PROVIDE 5' WIDE BY i' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. EASEMENT 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 W.WD. � LEGEND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. M. . cn Z T.W. _ _._ INDICATES TOP OF RETAINING WALL ELEV. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE PUBLIC WORKS DEPARTMENT _...._ INDICATES EXISTING RETAINING WALL WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTI- C T.C. _-_ INDICATES THEORETICAL TOP OF CURB FICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL t7 + AT DRIVEWAY APRON SLOPES. z `�+ �+ 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM DRAIN FLOWS, , � �� � '�� '� F Q � �• D Q- $ ;0 INDICATES RETAINING WALL TO BE EXTENDED ALONG TOP CUT LOPE. S Q a �� Be FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GRATER THAN ONE DRIvE XV _--- INDICATES FINISH GRADE FOOT, 6 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE INDICATES DRAINAGE SWALE 9• HILLS � --- PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED MAY H.P. ..__ INDICATES HIGH POINT OF SWALE 13,1998, TWO SETS OF THE FINAL COMPACTION REPORT SHALL INCLUDE FOUNDATION _-- DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN C.B. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. INDICATES CATCH BASIN Q- •.:. • � '] �� �a 10, THE CONTRACTOR SHALL NOTIFY THE CITY'S PUBLIC WORKS DEPARTMENT AT LEAST 2 2 2 r9 G.D. 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, 2 Sr J THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION INDICATES CLEANOUT FOR EACH LOT. PHONE (909) 694-6411. .' '. 3 PVC 11. CUT SLOPES EQUAL TO OR GREATER THAN 5r IN VERTICAL HEIGHT AND FILL .: :.. ..: : 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- . . . 3 BILITY IN ACCORDANCE CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE . s APPROVAL OF FINAL INSPECTION, J0 J17 . . • . • - • . • . . 12. NO FILL SHALL BE PLACED DN EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. .. . . . . . . . . . a/N COURT 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST B Twoos 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. :. :. ." p 3 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT . �+ 3,9 DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO 3 PREVENT PONDING 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- S C H E D U L E 'A' OF IMPROVEMENT PLAN HONORSTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPO- DRIVE RARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS, R.D.W. R,0,1N1, KEY MAP 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) CL NO SCALE SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE PUBLIC WORKS DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. f 41.5, 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTI-- 19' 22.5' GARAGE FLOOR FICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE .5 18' 18' 91 4.5' 2.5 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEAL LEVEL) SHALL BE GIVEN. STREET LIGHT a fic. IF ACTUAL DISTANAN CE ABOVE THE ADJACENTN WITH RESPECT TO )GROUND SACENT RA GROUND BE GIVENFACE S REQUIRED, THE L S51 LOCATION CEM, STOOP P W `C�" S S �'t� P 19. EROSION CONTROLi ALL GRADED SLOPES SHALL BE PLANTED WITH RCISEA ICE �i ► _ ► • �P�� �k,� PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER I5" Mm"I' .` L1X �'(� Q�'� 1X MIII"1• 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH F•H. APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS TREES, 20' ON CENTERS COMBINATIONS, 15' ON CENTERS, SLOPES 2DEEPEN FETING OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH z �- AS REQUIRED � � • + .• � WITH BACK FLOW PREVENTION DEVICES PER U.P.C•, CHAPTER 10.r. •'•` : DETAIL 0 STOOP oc I • W �, 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS PROJECT SITE r THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. oe JOINT TRENCH 3 PLACE 0.25' A.C. OVER JOINT LOCATIONTR� NO SCALE < R LOCATION p 2 0.52' CLASS 2 A.G. BASE 2 p N J, , �/' 21• NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PER- P p �, T �.► MITTED, POINT wCOURT ----+--TF- CALIFUNA p 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO iX ►� 9 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SOUTHERN HILLS DRIVE 40 AMIN. ate° M N. __... - ._._- - R Oft- 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE NO SCALE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF 48 LOT F.L. ELEV, SHOWN SANTIAro '� ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REF, CITY E IONTEM "A' ( STD. DWG. N10. 103 PAD 1130.3 ON PLAN v, APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGI- SECTTON 'A' (MODIFIED) AD ELEV. ' PVT. DRAIN & C.D. p`I NEER FOR REVIEW AND APPROVAL, S1A� .CONSTRUCTION NOTESf3O.O 30.0 x NO SCALE DRAINAGE SWALE 5' 4 '-08 1 ENGINEERS' NOTE 1 INDICATES A.C. PAVEMENT Q 1% MIN. OR 2 INDICATES TYPE A-6 CURB & GUTTER UNDERGRT��STREET MODEL 'B'Cn HOUSE MODEL NUKBERT FOR VICINITY MAP CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILI Y INDICATES PCC SIDEWALK is FF=1131.3 FINISH FLOOR ELEV, JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF PROJECT, INCLUDING NO SCALE SAFETY OF ALL PERSONS AND PROPERTY] THAT THIS REQUIREMENT SHALL APPLY CON- 29.5 GF= TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRAC-- 1130.6 GARAGE FLOOR ELEV. Cl A o� TOR SHALL DEFEND, !� •: � INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS • FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFOR- �Ojcad� n•• STREET 4• -.- THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE WA'f HOUSE `° �' • NOTICE TO PROSPECTIVE BUYERS MANCE OF WORK ON • 51 MR SHEYArs PL PL DERIVE F.F. ELEV. �. � A� �• �• � � 1�• �, NEGLIGENCE ❑F THE OWNER OR ENGINEER,. Underground Service Alert HM r 1 1 ELEV. P R TO CB '• `� CB ..1,. 15�• M Im a jr THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED MIK SWALE ELEV. + UO' KN, TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES o 2 1z PL ELEV, 'A' <27!) i/4' PER SWALE ELEV.= . PAD ELEV.-0.3IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RE- Call: TOLL FREE FRONT FOOT MIN ' CONSTRUCTION PRACTICES. THEY D❑ NOT ATTEMPT TO SHOW 1-a04 SWALE GRADE SETBACK CORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 3'0' 1% MIN. THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE OR PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON 422-41M "B"-"B" „ „ „ ON THE LOT. THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO SECTION B -- B TYPICAL LOT SECTION A - A THESE PLANS SHOULD NOT BE RELIED UPON FOR OTHER THAN THESE LINES OR STRUCTURES. LD98- 077GR NO SCALE NO SCALE NO SCALE THOSE PURPOSES. R I SUN S PHASE 5A% Mcfilin Companie s TWO WORKING A F4R Y IG1111111110_ 11111= 11110. 110 -- 1 E 11 1111110_ CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SEAL: Designed By Drawn By Checked By , Drawing No. SCALE RoFESS�o J.D. J. H.S. RECOMMENDED BY: DATE: 7 CITY OF TDEPARTMENT of PUBLIC WORKS COUNTY OF RIVERSIDE B.M. T-29-81 �4��Q PRY Sre � Contractor: 2 112 LASS DISK IN CONCRETE CYLINDER, IN THE Horizontal '' � P s Prepared Under Supervision Of N.W. CORNER OF THE INTERSECTION OF RANCHO & - I ACCEPTED BY: DATE: 7 �� a PLOT PLANS FOR CALIFORNIA ROAD WITH MARGARITA ROAD, 1.0 EAST 1 20 W "IkI� m Date -�/T~ 9u RONALD J. PARK DEPUTY DIRECTOR Inspector: 94.0'NORTH OF�THE OCENTERLINE OF (NO NCHO CAALRI� H. ST `:MAR OF PUBLIC WORKS' TEMEKU HILLS NEIGHBORHOOD #105 FORNIA ROAD. SET FIBERGLASS WITNESS POST 1.0' Vertical , ivi \� PRECISE PLOT AND GRADING PLA N TRACT 0 23371 7 .................................................................................... WEST OF MONUMENT. '��- c���F R.C.E. No. 33589 Expires 6/30/aa 19744 9 f 30/al LOTS 1-3, 27-29, 41--45 TRACT NIL 23371-7 Sheet 1 of 2 Date Completed: ELEVATIOrM 1128.410 (ADJ. X13-821 R.C.E. No. Ex fires CBS W.O. 98-018 98018P51.DWG \0e JULY L 1998 24 26 / 30 � 03�° 6N• PAD 1169.7 / �01 26 29 6�� 6k p 'L v 6h`'k w • 5•Zp $� � o 55.77' T- � •��� b 4 X 6 \ 1 ' PAD 1152.8 / ` 54.0 ,�r 54.0 X 5$'Q• Q P� �P �" \ �,. �L X� T.W. 59.4 P � F 53.9 53.7 'L Q� 6g• o \(a Q B.W. 0 5$• \ �� 1 r / H.P. , -2 24 5. Dip p F F o / �. 16k. �-- Og. I , dN I 10.4 53.5 5a �'� oo_ .s� $ / / Gg. fig.6 Q � 6�•5 �, 'c.�" ` 1154.2 \, g9• V. 4n ao 1.3 N o PAD Q Q - F , X •`�s ao �, 00 C . 4g _0" 8 PLAN 50.7 .�� ag 4 o) o, 8.1 ' 1154.9 P ,� to 18.5' t F.F. GF • ` tD f w X u7 n N .- to $'' �� G � ��� 31 5 Q 24.4 0 5 G io 1.6 � II p �' / 5 to co 0 � o ,o '� Q J 10.89; 1154.2 N a X1'4 ��• s O" n 0 G.F. 20.4 C� X U) ` \\� off• e 5 3 h 5 N w Q, 20 X N o 5 7 �. •� o w �� .7 5, � � p PAD 1173.2 -� - 16$ ' 44 *22.62'- �► °' I co X �-- cp ( GF LO g I rn X 'Cr) `�.'V_- --�-. L= 3 LS68.4 S W co S 66.6 \ r� rxo 00 � 9.3x Cn •o �O 7. N •d,, .� 0 20.5' .....J p°W S W^ r� �1. �6$' � )OS / oS � J ` 4. r- %K O a F P .... S DINTCP I00, 6 Z H.PX 50.1 c Lo o 5 Z CD o 9 O Q ro a. CL LZ S W �. s X 6.9 X 6�$ 63 6 ,0 �s ,� S IS W L 56 •4'' cT$ • �� •� O 133.16' X 49.8 0 90 49.2 6 B =43.91' j F • �1 9 cp 49.3 I 41 49.9 / '0 f Q O \ �, "- a X53 0� , p 6 \ �, '1 x ai x---�T 47.2 x �� � w ° 6•�" O o:�• _ 6�! V- � 9.59 `, v► 5.0 �.3 \ $$ 6• � `�o. �` lop � 6' ?•9 q..9 15 1 � 5 ^ a7 20.0' F. � F • 'd� 6 p. 56.3' 14t .5 G 4• F ZP �Q' Ilk. Q � ,9' 3 3 as i-- cn G.F. 1152.8 �'" 1 _ �. LZ 26.0 G 9.2 `o� �- 1 9 a �.. � X a 1 %_ Z ca 51 '�• .P Q�' S 6 .t x 1379 � co °0.' �o � 42 3.0.9 29.6' 0- CL `� 18' 22.9 F.F. 1153.5 a �� F F. 1 r, ,C 1 5• CR 0, �o.o �, fY1 I w (y/ m w N 3BR �p,N �" _ _5a°° k so'-- PLA P �' �. N � � 4 I C co V PAD 1152.8 PAD N 47. I 3 ,�z 40'-0" 43 4p _p •2 � ` 57.9 "� ey 15.6 w JA.'P 6 70.90 � 5X5 XRT w `0 54X s �- �o (f") H.P. �'�w °i �� 44 L X42 �-� s`� _.�-• �7 3.97 zs 45 L ' 3.5 L=61.89 NOTICE TD PRt]SPECTIVE BUYERS Hotvo 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 Underground Service Alert CONSTRUCTION PRACTICES. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE OR ON THE LOT, © Call: TOLL FREE IT INDICATES SEWER BACKFLOW VALVE THESE PLANS SHOMD NOT BE RELIED UPON FOR OTHER THAN 1-4 PLANS PREPARED FO PLANS PREPARED BY, 42'2-4133 V INDICATES UTILITY LOCATION THOSE PURPOSES. MCMILLIN COMPANIES CRAIG, BULTHUIS & STELMAR 2727 HOOVER AVENUE ENGINEERS - SURVEYORS - PLANNERS "SUNRISE" PHASE 5 A% McMillin COMP(Mies NATIONAL CITY, CA 91950 2611 ADAMS AVE,, SAN DIEGO, CA 92116 (619) 477-4170 (619) 297-3974 TWO WORKING DAYS BEFORE YOU DIG SEAL: Designed By Drawn By Checked By Drawing o. CONSTRUCTION RECORD DATE BY REVISIONS DATE CC BENCH MARK SCALE IflCITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS orEss� RECOMMENDED BY- DATE: 7l� COUNTY OF RIVERSIDE BA, T-29-81 o QR RY sr � J.D. Contractor: 2 1/2' BRASS DISK IN CONCRETE CYLINDER, IN THE Horizontal `����`�P F� Fy� on Prepared Under Supervision Of N.W. CORNER OF THE INTERSECTION OF RANCHO .' z ACCEPTED BY. DATE. $ PLOT PLANS FOR CALIFORNIA ROAD WITH MARGARITA ROAD, 1.0' EAST 1�0. 33 7 - RONALD J. PARKS, DEPUTY DIRECTOR OFA 1.0' FENCE, 40.0' NORTH OFP.P. (NO NUMBER), 1~=2O' o 6-30-02 � Date ` OF PUBLIC WORKS SUNRISE PHASE 5, LOTS 1--3, Inspector: 94,0 NORTH OF THE CENTERLINE OF RANCHO CALI- Vertical 77 FORNIA ROAD. SET FIBERGLASS WITNESS POST 1.0' sr �r �-2 9 41-�`4 5 TRACT NO. 23371- WEST OF MONUMENT, ��� es' R o. 33589 Ex fires 6/30/02 19744 9/30/01 27Sheet 2 of 2 Date Completed. ELEVATION= 1128.410 (ADJ. 9-13-82) NSA OF CAI-it .C.E p R,C.E. No, Expires 98018P52.DWG W.O. NO, 98-018 JUNE 26, 1998