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HomeMy WebLinkAboutTract Map 29798-2 Lot 43 Precise Grading GRADING NOTES GRADING NOTES (cont. ) PRECISE GRADINGQ 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA 22• APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT P BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-�23, AND IF RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING, PLAN PERMIT FOR CONSTRUCTION ACTIVITIES. CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE s9 .Ig PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.. TRACT NO 29798�2 � �-t• REDHAWK PKWY 2 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 17L. ■ ' ■ � Q' DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A 23. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT �s MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN " PER FOOT FORREGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIFIES CITY 4 TEMECULA, WOLF VALLEY ROAD A ACT'S OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/ DEVELOPER MINIMUM OF 3 FEET. IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE 3. MAXIMUM CUT AND FILL SLOPE S AGENCIES PRIOR To ANY SITE DISTURBANCES OR GRADING. TEMPORARY SALES TRAILER 7 � S HALL BE 2.1. ��� '°lfH,Y TR. 29305--1 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY T 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL RAINBOW CANYON GRADED SLOPS OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED �-� ROAD AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. a�ur� r M��ov� Pu,a ADW LOT 43 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CML - VICINITY MAP ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL 4' FILLS HAVE BEEN PROPERTY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION NO SCALE REPORT FOR ALL FILLS OVER 1' DEEP. M'LM 6. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND cols � HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL., AND OTHER DELETERIOUS MATERIAL PAVING NOTES °� ��' o IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE ELEVATION TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR NO SCALE SUPPORT. 1. MINIMUM PARKING LOT GRADE SHALL BE 1 .00% d c,� •� o 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. N►�3 .9 I •fir C <. so 0 7. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC n1�F� � , s_-.005ti �b L, WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE �� LWX MKr ar FUM RB1114.t F 61'38OY x.00' •� ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE ur MK COM 4 . SURFACES PRIOR TO PLACEMENT OF PAVING. �F t `�?a ti � d BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION �c OF CUT FILL SLOPES. 4. s - . / ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN i t .� .a, -.� • FOURTEEN (14 DAYS) FOLLOWING PLACEMENT OF THE ASPHALT 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER FOOT. SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, '� R � ' � �•�p �i 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. � r T 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION 13Y PACIFIC SOILS ENGINEERING, INC. DATED 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULAB-13 •Q• � - v SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR $ , SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION ALL WORK WITHIN CITY RIGHT-OF-WAY. PRIVATE DRAIN-THROUGH�JRB DETAIL S 0e, DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN No SCALE ,� �� �� a •Q 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF . CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. PUBLIC WORKS, ONE INSPECTION AT SUB--GRADE COMPLETION, AT 10. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. LEGENDN ~ w HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS �o t INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE F.F. FINISH FLOOR a, PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING LOT. UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING T.C. TOP OF CURB 2.1 SLOPE tc OF CONSTRUCTION AT (909) 694-6411. F.L. FLOW LINE ELEVATION PAD=1200.1 PAD ELEVATION Its; •6: wooals�a PUBLIC WORKS DEPARTMENT PHONE. (951) 694-6411 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 INV. INVERT F.F. FINISH FLOOR 4T �S � �'k ` �'�► 11. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PERCENT COMPACTION OF BASE PRIOR TO CALL SECOND INSPECTION T. T f A` AV - AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY A PLACEMENT OF ASPHALT PAVING. G OP OF GRATE G.F. GARAGE FLOOR 4kp �.....►.".... TRACT BOUNDARY FL• 3? n db DURING THE GRADING PHASE. I.E. INLET ELEVATION + 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE 12. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER 1234.0 SURFACE DRAIN DAYLIGHT LINE � '�� • F WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN F.L. FLOW LINE ELEVATION _ . ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. EXISTING CONTOURS �] , SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS G.B. GRADE BREAK PROPOSED CONTOURS ` WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE o DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR ® BACKWATER VALVE 2 DETAIL NUMBER o o TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE 3 SHEET DETAIL SHOWN ' 13. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HIGHWAY WATER SERVICE (� HAS BEEN CLEARS METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS D OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL " " " �' IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE DESIGN MANUAL AND UTILIZE THE R VALUE METHOD. THE "R VALUE TESTS © SEWER SERVICE STA. 12+31.14 SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL BE PERFORMED BY A REGISTERED CML ENGINEER. THE NUMBER AND LOCATIONS + STREET LIGHT DRIVEWAY 1 •� SUPPORT. A REGISTERED CML ENGINEER, 501E ENGINEER, OR ENGINEERING OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF k 0 GEOLOGIST SHALL APPROVE PLACEMENT OF FILL � FIRE HYDRANT � -.� = - PUBLIC WORKS. 'Sv a ~ V RETAINING WALL [�Cee- 11. 14. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION # $ STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS �■� DECORATIVE WALL o o PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION DURING CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR--4000. to lc irk �Q � o GRADING OPERATIONS. MAXIMUM THICKNESS IS 3 INCHES6741* T.W. TOP OF WAL1. i �° �," •� MINIMUM THICKNESS IS 2 INCHES, •o r tQ �;, ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A T.F. TOP OF FOOTING � -�--- -� SID f--- a • 15. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. E�,� •Q '�� Q 16. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND i ' •' e FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A W REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT j . AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. -� 1 .. t., 17. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SUBMIT SOILS ENGINEER r SHALL S BM CONSTRUCTION NOTES QTY, 00 � 4q CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED THE ELEVATION WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN IF PACIFIC SOILS ENGINEERING INC 1 3" ASPHALT PAVING OVER COMPACTED NATIVE SOIL 78 TONS AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 7715 CONVOY COURT 2 fi" AC CURB ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SAN DIEGO CA 92111 O 87 L.F. 4--! ,c' :: •`� "'�� 3 8" ATRIUM GRATE ON SPEE-D-BASIN OR EQUIVALENT sb � 18. EROSION AND SEDIMENT CONTROL: THE PERMITTEE 858-560-1713 3 EA. L E ER TTTEE SHALL ABIDE BY ALL OF THE 0 REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL 858-560-0380 FAX 40 CONCRETE WHEEL STOP 8 EA. �Q STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING s 2� � F RQ �'- ADHERENCE TO THEA NP 5 SIDEWALK UNDERDRAIN PER DETAIL HEREON 27 LF F 'c ST TE DES PERMIT FOR CONSTRUCTION ACTIVITIES, IF O �� 3� i �� � - 0. APPLICABLE. Q 12" SQ. FLAT GRATE ON SPEE-D-BASIN OR EQUIVALENT 1 EA. Z13, s=o o� d o �Q 19. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL 70 CLEANOUT/REDUCER PER DETAIL HEREON 2 EA. F ; • BE PERMUTED. Q 4" DRAIN PIPE 150 LF F C, tC �� NS�So 47 106.32' •�,� tai 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO ,�� 0 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 4, & ,. CO 21. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK UNDERGROUND STRUCTURESNUnF]WITHIN A PUBLIC RIGHT-OF-WAY. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS - -CAH,, , 1 5 0 10 20 �(;,,NEER'S NOTICE TO THE CONTRACTS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 scale 1"= 10' feet " �' APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND UNDERGROUND SERVICE ALERT STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE QTY TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694--6411 OWNER YDEVELOPER: AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 PA 040532 LD04-240GR CALL• WILL FREE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT STANDARD PACIFIC HOMES CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE BEARINGS 255 E. RINCON ST. #200 BUILDING AND SAFETY 1-800-227-2600 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND �� I -- �- -� CORONA, CA. PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE BEING THE NORTHEAST LINE OF LOT 3 AS SHOWN ON 951-372-8500 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES TRACT N0.29305•-1 MB. 360/65-78 ASN 34'26'31"W APPROVED: /O TWO WORKING DAYS BEFORE YOU DIG CONCERNED BEFORE STARTING WORK. NAME DA CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �ao�Essio rw, .Hall & Foreman, Inc. RECOMMENDED BY: DATE: ��! DrawingNo. �o Engineering-Surveying-Planning-Landscape Architecture CITY OF TDEPARTMENT OF PUBLIC WORKS CONTRACTOR COUNTY OF RIVERSIDE B.M. N0. T-46-81 RESET 1997 FROM THE HORtZONTAI ��� !s X13 � � � Tri, Co. ��o INT. OF RANCHO CALIF. RD. AND FRONT ST. 1.7 MI NW ON FRONT � a F%. � ���� F_eM M� �o Zo o4 ST./JEFFERSON AVE. TO THE INT. OF JEFFERSON AND WINCHESTER �• t�2s = ACCEPTED BY: DATE: INSPECTOR (HWY. 79), 2.0 MI. NE ON WINCHESTER RD. (HWY.79) TO A BRIDGE AS SHOWN 0 �• a-�-os � PREPARED BY: RONALD J. PARKS PRECISE GRADING PLAN , # DEPUTY DIRECTOR OF PUBLIC WORKS OVER THE SANTA GERTRUDIS CREEK, 55.5 ELY OF THE C.L. OF /9 v��CA� ; .� -•04 �� TR. 2979$--•2, LOT 43 WINCHESTER RD. AT SE LY COR BRIDGE OVER SANTA GERTRUDIS r %LETE DATE: t` �A ``gyp FRED W. DOERGES -•:-tsar-••• DATE COMP :-D CREEK 4.5 N LY OF SLY SIDE OF CREEK. ELEVATION: 1097.163 CA R.C.E. No. 16526 EXP. DATE 6-30-gq R.C.E. No. 19744 EXPIRES 9/30/05 TEMPORARY SALES TRAILER SH T. 1 OF 1 r J.N. 34003 08/20/04