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HomeMy WebLinkAboutLot 38-58 Precise Grading � GENERAL GRADING NOTES IN THE CITY OF TEMECULA PRIVATE ENGINEER'S NOTE TO CONTRACTOR 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR 33, AS AMENDED BY ORDINANCE 93-04. RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED PHASE 2 "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE. U. S. DEPARTMENT A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. NOn 24186 , OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS. " THE CIVIL ENGINEER SHALL 3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . -LOTS 3858 NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS RANO COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS. 4. PROVIDE 5' WIDE BY. 1 ' HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL 90 ROAO CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE FILL SLOPES OVER 5 HIGH. CALIFORNIA c RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF m CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT m PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ,� PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL � ��� ROAD n, LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, FILLS OVER 1 DEEP. 9 PAUBA v INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY9 REAL OR ALLEDGED9 IN CONNECTION WITH THE PERFORMANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'. "' OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE � ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF OF THE OWNER DR ENGINEER. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR oNEGLIGENCE rP 24186- 1 � THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES DR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 1 YP 241 ,5b LINE, GRADES ELEVATION AND LOCATION OF CUT FILL SLOPES. M 19 , 26-7/ STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE M , 9 , 267/ 1 - 10 RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS, R��O � 2 OF E NOT LOCATION MAP SHOWN. THE ECON�RAC�ORUSHALL YB�RRESPDNSIB�E FOR ENOWI�YINGSE OALL I�TILINS TY AND ALONG TOP OF CUT SLOPES. a \ 3SCALE. 'N. T.S. LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, THAN ONE FOOT. SITE ._�00rIRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER HWY. 79 I� 11�114 45 AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS VICINITY MAP sb 6 DATED APRIL 269 1996. PRIOR TO ISSUANCE OF BUILDING PERMIT PROVIDE UPDATED % 113 / REPORT OR LETTER FROM SOILS ENGINEER CERTIFYING CONDITIONS ARE THE SAME 37 * • AS IN 1996. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE ` J12 7 ; SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE 8 FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 39 110 00q q 0 � 109 10 1 1 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 3� 12 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 91 lbs / 11 INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 84 • X107 13 PERMIT FINAL INSPECTION FOR EACH LOT. 33 92 , PHONE: (909 ) 694-6411 32 93 �/►q' 1 Ob 11 . 1. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 4� �� % ` lbs 14 LEGEND SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE ` ' 104 95 . _ PLANTED WITH GRASS 4R GROUND COVER TO PROTECT THE SLOPE FROM 30 103 TOP OF WALL ...................... .. .. TW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE ` b 102 1� • ,. 79 9 1 BOTTOM OF WALL ..._......._ •--------------------------- BW SECTION 14.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. I. ---------------------------------•--- 97 1 TOP OF CURB ELEVATION ------------------- -------------------------------------------------- TC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS10 _ 1b BEEN CLEARED OF WEEDS. DEBRIS, TOPSOILS AND OTHER DELETERIOUS 7r3 % 93 ~+ ~ - ~�•~� PAD ELEVATION _____________________________________________________________________________________ PE MATERIAL. law q » 4' 77 ~"we 99 FINISHED FLOOR ELEVATION FF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED$ ` : 7b 100 101 17 FINISHED GRADE ELEVATION __________________________________________________________________ FG �. THE TERRAIN MUST BE CLEARED, KEYED- AND BENCHED INTO FIRM NATURAL `'► / 75 HIGH POINT ---------------------------------------••------------------------------...---- ------ HP SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A .► REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 74 TOP SLOPE TS 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF '' / 73 FLOW LINE FL . PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD �� 4 TOP OF GRATE ELEVATION TG BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 59 72 m a , 0/0 GARAGE FINISH FLOOR ELEVATION GFF PROPERTIES. 4 71 ` 20 EXISTING ELEVATION (91.70) 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. b0 b9 �``� 0 b b 1 16. FIRE HYDRANT LOCATION -------------------------------------------------------------- _ _ ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO '`•. 39 « 21 FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES ; 62 STREET LIGHT ________________________________________________________________________________________ 0 AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ' . ADJOINING PROPERTIES DURING GRADING OPERATIONS. © ` ►� / 63 DIRECTION OF DRAINAGE FLOW ----� ca z c PARCEL 39 ` '' ` 37 b4 b5 • 22 DEEPENED FOOTING (6' TYPICAL) 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- _< a- P� M , NO , 23432 � '`�. 3b 66 b7 W Z .:' TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE o LOT o P J 1 ��13 `� 1 �� RETAINING WALL (BY SEPARATE PERMIT) ________________________________________________ ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN � LINE 4' MIN. W �`L ` 35 23 APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS _____________- VERT VERTICAL HEIGHT. 5' MIN, a �W W a °�W 34 SEWER LATERAL LOCATION -------------------------------------------------------------------- D 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING CD Ln�= z CI_ �♦ 33 24 WATER LATERAL AND WATER METER LOCATION PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED9 THE ,� 0 0 4' MIN. 1' o o ` 0 ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN .` 32 ELECTRICAL TRANSFORMER .............. ------------------------ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 2'/. MIN ���� 31 30 �1Y ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. MSX 25 POWER LINE AND HANDHOLES ----------------------------------------------------------------- Q �T 2� 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA MSN T '�.� 29 2a = TELEPHONE SERVICE ---------------------------------- ------------I.............................. ❑T - GRADED �/ 27 GRATE ❑ ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. ,, LOT FG. .� � �' 26 ------�-------------------------------------���-��--�------------------------------•�--��---------� SLOPES OVER 15 IN VERTICAL HEIGHTS IN ADDITION TO GROUND COVER, GRADED 6 MIN. y �•� BLOW OFF VALVE HALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION LOT FG. �',►. ----�-~��'�"' THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON "�~� �~m`.m_ " �" AIR VALVE ............. CENTER; COMB I NAT I ONS 9 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL SECTION A-A TELEVISION PLATFORM .._ HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW Q PREVENTION DEVICES PER U.P. C. 9 CHAPTER 10.R. NOT TO SCALE �� SEWER BACKWATER VALVE................................... 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT - LESS THAN '/4' PER FOOT FOR A MINIMUM OF 3 FEET. 21 . NO OBSTRUCTION FG PARCEL 40 EARTHWORK QUANTITES I 0 OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE P , M, NO , 23432 N0. LOTS PERMITTED. PER PLAN CY/LOT TOTAL 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD f , M ., b., 1 59/3cl`b 1 21 15 315FG PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. . PER PLAN 1/N 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE _ THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. R/W 2 3 INDICATES LOT NUMBER UPON REQUEST 9 THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY CURB = p FF=100.0 FF-100.0 INDICATES FINISHED FLOOR ELEV. SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. , tib• i HP FF=100.0 PE-99.5 PE-99.5 INDICATES PAD ELEV. PER PLAN PE=99.5 2A 3A INDICATES BUILDING TYPE 1A Li DEEPENED i FS FOOTING rAS REQUIRED • PER PLAN 12.0% z ` AX � FS ..,-MAX FG AN FG PER PLAN RIGHT OF WAY PER PLAN PER PLAN ' 3' MIN. i FG _ 5' MIN. - - - _ _1/. MIN. J PER PLAN EXIST. CURB AND GUTTER FG DIG ALERT PER PLAN 1J TM A BUILDING FOOTPRINTS CALL TYPICAL LOT GRADING DETAIL NOT TO SCALE RE LD98- 111GR BEFO NOT TO SCALE YOU DIG! 1-800-227-2600 ..01,11 RICK ENGRqEERiNG COMPANY UNDERGROUND SERVICE ALERT NOW 3050 ChICago Avenue Suite loo CanMEN R t vera 1 de. at least 2 working days prior to excavating. s9qrj California 92507 (W9) Tat- 0T0T CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by SCALE P ESS10%( Drawing No. COUNTY OF RIVERSIDE B.M. T-29-81 �d 0HEC cyc EH EH EMR RECOMMENDED BY. DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1/2`BRASS DISK IN CONCRETE CYLINDER. Horizontal ca 3�Q9 �! ti ns P epared Under Supervision Of IN THE N.W.CORNER OF THE INTERSECTION ► w No. 46804 �^ ACCEPTED BY: O OF RANCHO CALIFORNIA RD.WITH MARGARITA 1 -100 DATE. Exp.6-30-99 6` RONALD J. PARKS _ PLOT PLAN Inspector RD. 1.a EAST of A 7.9 C.L.FENCE,40NORTH Date . '�Q . OF P.P.(NO NUMBER). 4'NORTH OF THE CENTER EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical = TRACT NO. 24186 PHASE 2 Date Cm It'd WITNESS POST 1.0'WEST OF MONUMENT. `rTq CIV1�. - - ------ p N/A ?e of CA��Fo" R.C.E. No. 46804 6 3099 -- LOTS 38-58 P1 OT PLAN ELEVATION; 112s.410 (ADJ.9-13-s2) Expires R.C.E. 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R I vers t ds. Callat least 2 working days prior to excavating. ►_ Cal tfornto 92'507 (909) 7ee-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Ess/ Designed by Drawn by Checked by Drawing No. SCALE � RECOMMENDED BY: • �4P N,1CHEt cy MLA/EH MLA/EH EMR DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal =' Q� z Contractors w No. 46804 Pb r pa=ed Under Supervision Of ACCEPTED BY: DATE.. PLOT PLAN SEE SHEET NO. 1 1'=20' Exp.6-30-99 Date /D--6-Qa __ RONALD J. PARKS � Inspector Vertical EDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 24186, PHASE 2 Date Cmplt'd �r4rF clvl\�o���p 46804 6-30-•99 LOTS 38-58 N/A A� CAS R.C.E. No. Expires 2 R.C.E. No. 19744 Expires 9-30-01 >, Sheet of /usr/pro Jdata/r-grp/d_13249/249p bt5.dgn PLOT DATE: 2-OCT-1998 JN 13249