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HomeMy WebLinkAboutLot 3 Bldg 23-31 Precise Grading GENERAL. NOTES 1 . STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS) , THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. is 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): TRENT HEINER WOODSIDE HOMES 949-456-5044 PRECISE GRADINGPLAN RESPONSIBLE PERSON DEVELOPER COMPANY 24-HR PHONE NUMBER oPtia� y Cl BUILDINGS 23 31 PROJECT NUMBER) l d RESPONSIBLE PERSON CONTRACTOR COMPANY 24-HR PHONE 0 E LOT 3 PHASE 2 3. LICENSE PERMIT RE � UIREMENT. Q / \ � (LOT i) a . PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY. b . A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT AND AN �/ \ PHASEi 9F APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSITE DURING CONSTRUCTION. /� tLor23 y4 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND ENGINEER 41 C OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 0 5. WORKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER OF A MILE OF AN OCCUPIED RESIDENCE BETWEEN THE HOURS OF 6: 30 PM AND 6: 30 AM MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7: 00 AM AND 6: 30 PM ON SATURDAY. NO f R`�q vrST4 CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON 'SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. \ 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE, CITY DOES NOT IMPLY OR PROVIDE ANY \ /� CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED �- SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE AGENCIES SHALL BE a • OBTAINED PRIOR TO ANY SITE DISTURBANCE OR GRADING. . VICINITY MAP 7. CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE S 1 ` "�' N.T.S. REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. � � IPA 4 : p' A DIN�a NOTES 8. PRE-CONSTRUCTION MEETING.. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE 4 �, START OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE �p 1 . �TANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES { I .E. , STOCKPILING, LAND CLEARING, EROSION & SHALL BE AT THE JOB SITE AT ALL TIMES. 1 is SED-IMENT CONTROL, ETC..) SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL 9. UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THEQ CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST EDITION OF THE ACCURACY OR COMPLETENESS OF THE LOCATION NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND \`r`� 'y`=` J ..... CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL, BOARD (SWRBC) NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM {NPDES) GENERAL PERMIT CONSTRUCTION ACTIVITIES. DURING THE PERFORMANCE OF THE WORK SHALL BE UTILITIES WITHIN THE PROJECT LIMITS. ANY UTILITY DAMAGED 2. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE SITE. REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE., 10. SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO 3. NOTIFICATIONS. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS INSPECTION LINE @ (951 ) 308-6395 AT INSTALL STREET CENTERLINE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 . CENTERLINE ® t LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY CONSTRUCTION/GRADING OPERATIONS. TIES SHALL BE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS _ � ' GRANTED. ALL EXISTING MONUMENTATION (DISTURBED OR DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED '`� '�, d 4. SOILS. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF' THE TO CITY STANDARDS IN ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY CODE, AND AS ® , "'* '�' .�,°� PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED JUNE 4 .2007 AND UPDATED ON OCTOBER 5 APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY ��--n.-- �2 -' _ �?tA '� 2011 . SAID REPORT SHALL BE CONSIDERED A PART OF THIS GRADE PLAN. ENGINEER. 11 . DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AS APPROVED BY THE CITY rs ' ® �, ,/ 5. CUT/FILL. ENGINEER AND SHALL COMPLY WITH SOUTH COAST .AIR QUALITY MANAGEMENT DISTRICT'S {SCAQMD) RULE 403. � 1` a . MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 , UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER; AND SHALL x \, ' COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT.. FILL SLOPES SHALL NOT HAVE LESS THAN 90% RELATIVE 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL �, "' "�""- COMPACTION OUT OF THE FLNISH SURFACE. PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY BY THE CITY ENGINEER FOR PUBLIC. b . FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, SAFETY. THE MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. \ - DEBRIS, TOPSOIL, VEGETATION AND OTHER DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5: 1 AND IS � 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECT TO REJECTION. 3 GREATER THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL, ASDIRECTED BY -THE GEOTECHNICAL ENGINEER. T - 1 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR GRADING, EROSION AND SEDIMENT CONTROL, PAVING �, c . STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTHS { .5) SHALL 'B E SUBMITTED AND TRAFFIC REQUIREMENTS, IF APPLICABLE. ,_ 9 `\ \ TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER .OR GEOLOGIST FOR CUT AND. FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. SHEET INDEX d . ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER 'OR SOURCE OF TOPOGRAPHY: ( 1 \ � GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH SHEET 1 TITLE SHEET i �� \ HAVE BEEN PROPERLY PLACED. SHEET 2 DETAIL SHEET ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. \ �® �; SHEET 3 PRECISE GRADING PLAN 647 N. MAIN STREET, SUITE 1A \ 1 ,-' , ' � ` 6. DRAINAGE. LOTS 23 AND 24 RIVERSIDE, CA. 92501{951 ) 686-5103 \ \ � ,,� a \ a . AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS SHEET 4 PRECISE GRADING PLAN ® ', T 36 ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED LOTS 25 - 28 DATE OF TOPOGRAPHY 9/16/02 . , § AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED SHEET 5 PRECISE GRADING PLAN , PER THE APPROVED PLANS. LOTS 29 - 31 $ASIS OF BEARING NOTE: \ 4s b. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR PROJECT INF THE BEARINGS SHOWN HEREON ARE BASED ON A �� NATURAL WATER COURSES SHALL BE PERMITTED. O ' � 48 � c . TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE PORTION OF THE CENTERLINE OF YNEZ ROAD AS MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND WDID# : 9 330360287 � ' RISK LEVEL : 2 SHOWN ON TRACT NO. 23992, M.B. 231j9--12 BEING \ 43 37 PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS. IN N 48015'11 "W ` 38 d . APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING GROSS ACREAGE : 4. 1 ACRES 42 PROPERTIES DURING THE GRADING PROJECT. DISTURBED ACREAGE 1 .6 ACRES w - _ e . DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WALLS SHALL BE PLACED WITHIN SOILS ENGINEERS CERTIFI ATE \ ar � THE LIMITS of EASEMENTS. E QSD/QSP PAUL WARNER CERT#21570V ! f . THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A ONE-HALF PERCENT (0.5%) .' 0- PHONE NUMBER (951 ) 712-4406 40 o EMAIL : WATERWRK@AOL.COM I ' .SIMON L . SAIID A REGISTEREDCIVIL ENGINEER OF THE STATE OF CALIFORNIA � � \ 7. PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE, FIELD PRIOR TO COMMENCEMENT OF PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME1 INDEX MAP ANY CONSTRUCTION/GRADING ACTIVITY, AS DIRECTED BY THE CITY ENGINEER. OWNER/DEVELOPER OR UNDER MY DIRECTION ON 10x/2011 ONE COMPLETE COPY OF THE GEOTECHNICAL SCALE: 1�=100' 8. ROUGH GRADING INSPECTION PRIOR TO BUILDING PERMIT. INSPECTIONS SHALL BE REQUESTED VIA THE PUBLIC WORKS N WOODSIDE HOMES ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN �� INSPECTION LINE AT (951 ) 308-6395. SUBMIT THE FOLLOWING: 11870 PIERCE STREET, SUITE 250 SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. \ RIVERSIDE, CA 92505 o . TWO SETS OF PAD ELEVATION CERTIFICATION ( I .E. , ROUGH GRADE) TO INCLUDE A STATEMENT THAT THE PAD CONTACT : TRENT HEINER THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION PHONE : (949) 858-4980 RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION MENTIONED ABOVE. AND LOCATION OF CUT/FILL SLOPES. .�. b . TWO SETS OF PAD COMPACTION CERTIFICATION ( I .E. , FINAL GEOTECHNICAL/SOILS REPORT) TO INCLUDE A STATEMENT o ° QRp!FESS/� CONSTRUCTION C��I NOTES $C QUANTITY ESTIMATE MATE THAT THE GRADING COMPLIES WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. o SOILS ENGINEER. � NO. ITEM QUANTITY UNIT 9. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING AND- CONSTRUCTION MANUAL. ca LEIGHTON AND ASSOCIATES 41715 ENTERPRISE CIRCLE NORTH, SUITE 103 �Q ( LOT GRADING (9 LOTS X 75 C.Y. EACH) 675 CY , TEMECULA, CA. 92590 62375 a 10. POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT LIMITED TO, INSTALLING WHERE N PHONE: (951 ) 296-0530 R.C.E. NO. No. 62375 INSTALL 6 GRATE PER N.D.S. NO. 40 OR EQUIVALENT 58 EA APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH :THE TEMECULA MUNICIPAL FAX: (951 ) 296-0534 * * CODE PRIOR TO FINAL INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION u /,tpcrvIl �Q' CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 18 EA DAT F �p�� SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. (A�� ,CAL INSTALL 4" PVC DRAIN PIPE 1 ,477 LF _ 11 . OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "PAVING, " "GENERAL" AND "EROSION AND SEDIMENT i INSTALL 6" PVC DRAIN PIPE 192 LF CONTROL" REQUIREMENTS. W v INSTALL 2.0'W X 4.0'L LIGHT RIP RAP 2.0' DEEP 1 CY -z CONSTRUCT CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 2,716 SF ALL CURB ADJACENT SIDEWALK TO BE BUILT PER LD06-025C0 --- -- s ■ ■ ■ 40M COUNTY CENTER DRIVE,SUITE 100 > CONSULTING TEMECULA,CALIFORNIA 92591-4679 INSTALL DRIVEWAY 2, 120 SF A Company 951.676.8042 ■ FAX 951.676.7244 ■ www.RBF.com LD13- CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK f ES DESIGNED BY DRAWN BY CHECKED BY a SCALE A. 5/0, DOTY M. DOTY M. DOTY CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. < F-32-81 RESET 1987, A 2 1/2 DISKM. CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL QQ ` �� ? RECOMMENDED BY: DATE: N INTERSECTION OF FRONT STREET AND 1� PLANS PREPARED UNDER THE SUPERVISION OF PRECISE GRADING PLAN RANCHO CALIFORNIA ROAD IN THE m T rU �~ TRACT 23992 - LOT 3 SIDEWALK OF A BRIDGE OVER THE A NO � � �-- ... INSPECTOR LO MURK I ETA CREEK ON THE NORTHWEST Na. 73744 __ � ACCEPTED BY: DATE: /8/1? s' * � DATE: '� +� CORNER OF BRIDGE. VERTICAL Q- {RE G TLER �+ Q DATE COMPLETED clV11. e MARK A. DOTY TITLE E S HE.E T COM LE ED P 4 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ,Al .. �a8 � OFICR.C.E. 73744 '1:--. 1 • OF SHEETS ELEVATION = 1007.337' N/A CA1.. R.C. 47109 PHASE , I31DGi S - 31 TIERRA VISTA ROAD WALL R/W 1-(VARIES) BUILDING i 1 m NOTES: 1 . ALL FITTINGS BY: BUILDING FACE NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL) 851 N. HARVARD AVENUE LINDSAY, CA. 93247 TYPICAL SECTION (800) 726-1994 DOWN SPOUT NOT TO SCALE CALLE VAI RES PER PLAN 2. REFER TO FINISH GRADING NOTES LUMINA 3 DO NOT GLUE GRATE OR RISER TO PIPE 2" OR 3" DIA. 4. GLUE: "IPS WELD-ON" #733 SOLVENT j STRAP (MEDIUM BODIED, FAST SET) FOR ABS PIPE THRU 6" DIAMETER JOIN DOWN SPOUT 5. EACH LOT TO HAVE ROOF DRAIN SYSTEM TO RISER BUILDING LINE Po t � 3" PVC RISER 4 24 4 VARIES 1 (LENGTH VARIES) BUILDING FINISH GRADE 2.0% MIN 0% P �• d•. / FINISHED FLOOR NDS 1230 OR APPROVED i R f W (0 cv EQUAL WHERE SHOWN /,� `l/ .K .:.;..,. .: �•_ �'•:.,' ON PLAN 1 .00%M I N 3" PVC DRAIN PIPE ' ' :�' PAD ELEVATION GRAIN PIPE 172SAND FILL o PER PLAN 3 PVC 45 ELBOW TYP. + 3" PVC DRAIN PIPE (2) PLACES OR USE ( 1 ) 90' ••� • • ° ,(TYP) SWEEP , YNEZ ROAD 2% ri, 0 TYPICAL SLAB IFOOTING DESIGN DETAIL DOWN SPOUT TO AREA DRAIN DETAIL NOT TO SCALE NOT TO SCALE TYPICAL SECTION E NOT TO SCALE TRACT BOUNDARY VARIES 8 3 CALLE BUILDING LINE BUILDING LINE TRAIL LUMINA 5' MIN 4' 5' MIN 2 VARIES WALK VARIES tl _q4ll,:l 1 ' MIN 1MINzBUILDING LINE VVI ao'—' INTSHED FLOOR (UP ER) z FINISHED FLOOR Zago M C( , (LOWER) 2% -� 24 4 VARIES y•. •° ,0% �`'�~ SAND FILL `S MUDS ILL BUILDING : ' :�~ ;: 2 '= PAD ELEVATION .,� DEEPENED FOOTING (DF) DEPTH FINISHED FLOOR PAD ELEVATION SAND FILL :. SHOWN ON GRADING PLANS _. �1AX PVC DRAIN PIPE _ ~� ., _ •*� ..i.:.. .:�._• PARKWAY ,. 2z 4f IN (WHERE APPLICABLE} p,X LANDSCAPING 2a% ':p.. FINISHED GRADE PVC DRAIN PIPE 2 MSN PAD ELEVATION (WHERE APPLICABLE) 12" SAND FILL MIN NOTE: IN NO CASE SHALL THER SWALE FL TYPICAL SECTION BE LOWER THAN THE BOTTOM OF THE 3 FOOTING WITHIN 5 OF THE FOOTING NOT TO SCALE TYPICAL SECTION BETWEEN BUILDINGS DEEPENED FOOTING DEPTH AS SHOWN ON THESE PRECISE GRADING PLANS EXCLUDE NOT TO SCALE THE BUILDING SLAB THICKNESS PER ARCHITECT PLANS. FOOTING DEPTHS MAY BE EXTENDED DUE TO STRUCTURAL REQUIREMENTS. TIERRA VISTA ROAD R/W EXTRA DEPTH FOOTING DETAIL NOT TO SCALE WALL BUILDING (VARIES} BASIN 1 R IW ,'� EXISTING BASIN SLOPE -- i •� ) BUILDING 2 : 1 MAX 17' 2, TYPICAL SECTION 2% NOT TO SCALE YNEZ ROAD �- F"mm TYPICAL SECTION 5 • 40810 COUNTY CENTER DRIVE,SUITE 100 NOT TO SCALE CONSULTING TEMECULA,CALIFORNIA 92591-4679 A=- Company 951.676.8042 ■ FAX 951.676.7240 ■ www.RBF.com LDi • CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE 0 ESS J DESIGNED BY DRAWN BY CHECKED BY __ ��� ��� M. DOTY M. DOTY M. DOTY _ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. F-32-81 RESET 1987, A 2 1/2" DISK 4- A• 0 F RECOMMENDED BY: _ DATE: IN CONCRETE WALK NEAR THE �+ - d HORIZONTAL �. ,�► � PLANS PREPARED UNDER THE SUPERVISION OF . CONTRACTOR INTERSECTION OF FRONT STREET ANDCO S o Tic PRECISE GRADING 'PLAN RANCHO CALIFORNIA ROAD IN THE w m INSPECTOR rTRACT 23992 SIDEWALK OF A BRIDGE OVER THE AS NOTED No. 73744 �' `~,. ::-G{' — 2 MURK I ETA CREEK ON THE NORTHWEST ACCEPTED BY: DATE. 1..3 d K� CORNER OF BRIDGE'.. VERTICAL �' �. LOT 3 DATE: Z�! �®, GREG BUT R DATE COMPLETED 9T ClV�L ��� MARK A A. DOTY 'd DETAILS E'� ,FpQ� DIRECTOR OF PUBLIC WORKS/CITY ENGINEER '�. ;� N/A FOAL R.C.E. 73744 PHASE C, BLDGv"'►► ►1 OF SHEETS ELEVATION - 1007.337 R.C.E. 47109 ter'' ...~.,...,....,,....,..„...... ,v,—.-.w......,....,....,._..~...,..W.w-.-,--ta--~_ w n r . _ ... , w ..„aM N,... . ® ,:....,..w...,.....-.... «......,... :.....^,....",. .» ., ,...,..v..w.».,-.,.....m-.,.«..,...«....«......,...«...._...,..-.:..»..,....,.- ..~..,.,.».«.....-..,.,.--.,._».,, %"+.,..u....-. ”, ^w..y,^ N•"wh,,, "wti._ "'tea '4 #,a 'a5., ids % .. r w x...d ~.,,. . "4 N~w,",..a*"" ,N„^^>... „„.'e` A ....^.""'.r,...., ^ �""tee.+ "„v.,. 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NO. 401 'r / / rr_ r � SCALE. 1 "=10' (I) ALL CURB ADJACENT SIDEWALK TO BE CONSTRUCTED PER LD12-109C0 �:J INSTALL CONCRETE DRIVEWAY 4t38�?COUNTY CENTER DRIVE,SUITE 1€}d CONSULTING TEMECULA,CALIFORNIA 92591-4679 A�__ Company 951.676.8042 • FAX 951.676,7240 ■ www.RBF.com LD13-003GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK , SCALE g� ES$j DESIGNED BY DRAWN BY CHECKED BY _ "" F TEME01"' ULA " t�OQ Oyq� M. DOTY M. DOTY M M. DOTY (";ATYDEPARTMENT OF PUBLIC WORKS ' SHEET NO. T-32-81 RESET 1987, A 2 1/2 DISK q. ,� A. O � RECOMMENDED BY: DATE: CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL tet`'' ' aj. PLANS PREPARED UNDER THE SUPERVISION OF INTERSECTION OF FRONT STREET AND CO W .` �; .�� Tr. PRECISE GRACING PLAN ` RANCHO CALIFORNIA ROAD IN THE • SIDEWALK OF A BRIDGE OVER THE AS NOTED rn cal TRACT2 - L� .; INSPECTOR 3 N©. 73744 . MURK I ETA CREEK ON THE NORTHWEST �► * �' �;� ,,��}� ACCEPTED BY: � DATE; -�` � � Y CORNER OF BRIDGE. VERTICAL ,�, DATE: �C BALERso PHASE C DATE COMPLETED ` qr Ct V11. � ARK A. DOTY �•0 �pQ, DIRECTOR OF PUBLIC WORKS/CITY ENGINEER o�* .�` Ff�l ..Igo. .. , N/A CAI. R.C.E.R.C.E. 7374BUILDINGS 23 2`4 OF 5 SHEETS ELEVATION = 1007.337 R.C.E. 47109 ------ CONSTRUCTION NOTES 9INSTALL' 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT TC 62.6 2• 4 ``'--� - - �-- Q `� CONNECT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 / .... � r BUILDING 31 ' -`A'.� g _ ` '' -__- -� - ``.�. 4 INSTALL 4" PVC DRAIN PIPE _ ` -�-`. - _ a -�� TC �- _ -.. 2�_ '`--~- .. �`�`- - :... � 1` r 5 INSTALL 6" PVC DRAIN PIPE 2 91 .6 TG / `. NV � CONSTRUCT CONCRETE SIDEWALK PER CITY OF TEMECULA STD. NO. 401 92.2 TG 1-.., - .., 91.42--,T T - i �8 ALL CURB ADJACENT SIDEWALK TO BE CONSTRUCTED PER LD 12-10900 t 91 .50 INV 2 3 cv '�-.. ° 91 .02 FL - ��'' (jj1 `'`--- f /yINSTALL CONCRETE DRIVEWAY "� 92.02 '`~- ., 9 .45 TC ~� r ' .. r 92.75 FS �-`" ..-.,. --_ 91 . FL ' T 92.82 FS 7 3.6 LF 92.24 FS v 4 T�T S=1 .009 ❑ ❑ , 9 .81 T 93.48 FS 7 0 93.87 FF 2 8„ DROP 92.90 FS 93.54 FS 90.83 INV . Q 0 1093.37 GFS g 2" 92.8 o 0 FL HP V_ MIN 91 79 TC cn 93.48 FS 7 LF LL_ 91 .29 FL = l 22.0 LF S 1 . o c� 92."96 FS 4 I 92.87 410 93,87 FF S=1 .009 w TC 93.54 FS 92.6 TG <1~`�. `�� ° 90.61 INV � 4.0 L 91 .35 � TC B F I `I 1 .4 El 4 S=1.009 TG 92.86 41 r � TIM] aF-I � 90.7,1- Tc FF=1093.87 2 92.6 _TG FS 5 0% t7 28 90.57 INV 8 'f _ 6 DROP 92.2 \ a 0 4"- PE--1093.2 FG A 1093.37 GFS 9 .81 7 511 !GPE=1092.71 2.09 T �``, `, BUILDING 23 10 5 0 10 20 30 01) 77 MIN 31 92.8 ` C FL HP 91 .0 91 .0 f SCALE: 1 "=10' •2 FG TFG 1 . 30.8 LF 90.0 89.8 TG ^ o rn -_ FS71P v 87.93 INV 89T7 TG # 4 N 5-3.99% 87.61 NV 2 f 0 9>► DROP 93.87 FF 90.4 TG 4 . 2 90.4 TG. 90.0 TG 1 T 1093. 12 GFS 93.54 FS 89. 18 INV 2 88.90 INV 2 88.71 INV 89.? 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S=8.999 16.0 LF ` • , ` ; - 9.6 LF 92.5 TG 92.7 9.3 LF 4 9.6 LF a 5 5=1 .009 r 92.61 2 3 FG 4 8 FS �: 0'.8V Q N 92. 4 91 .38 INV S=1 .00% 4 C) 0z `\, FS z N �- N N 4 21 .2 LF 92.3 TG N O '� q 4 s-1 ° 0 E:la s=1 .009 4 89.43 INV 19.3 LF 4 r " TC 75 92.43 S=1 .00T 7 TCS a 92.5 TG 92.6 ❑ ❑ 2 3 2. 93.37 FF T El , N 5.4 91 .75 INV FL HP I ``� TG 2 93.04 FS I 1 a 4 15.9_ LF 87.�5 INV j 9 N S-1 .009 92.5 TG 90.9 TG „ 2 2 92.5 0.5'DEEPEND $9.68 7 j 6 DROP 91 .59 INV 89.62 INV FOOTING o -?- 1092.87 GFS FL HP 11 .6 LF I ° * 90.2 TC C 7 n _ 4 - FL HP 1 C� li� 92.80 FS 5-1 .009 90.5 T 92.27 FS 2 92.3 TG 91 .32 FL HP . 90.53 � � � �� . 10.0 93.37 FF "�74 INV ❑ TC FS 91 .77 FF ZF§7HP BUILDING 24 - 93..04 FS90.97 FF 91 .44 FS I 91 .77 FF 90.97 FF 90.6h4 FS } 4.0 LF 91 .44 FS 9" DROP a o � . 114 . 4 90.64 FS 7" DROP . � 46. LF � S=1 .00% 1091 . 10 GFS 91 .38 FS 2 09. 5 1090.39 GFS S=1 00 91 ,05 FS v � 9 � 92. 17 0 � ❑ C '`r FF=1.093.37 08-9. 2.3 TG 7 91 ,00 FS ° 90,2 a ..0% n; 27 ►► 26 90.58 FS FL HP 25$ a PE=10`92.7 7 DROP 78 INV © t p _ 1092.79 GFS . C 64.4 LF 4 II GPE-1092.2 a _ 92.09 8.3 cn --- ------� - -- �. 92.5 -�. 2� 5=2. 139 � T � . o FL HP ❑ ❑ FF=1090.97 89.54 FF=1091 .77 -�- 04 _ TC C TC 28.7 LF ❑ 8" DROP PE-1091 . 1 12" DROP 7" DROP PE=1090.3 -- 4 � 1091 . 10 GFSIGPE=1089.81 9 DROP 5.49 .00% 1091 . 10 GFS GPE=1090.6 1090.39 GFS:� 1090.22 GFS 2 92.3 TG �.ti) a �t ' ❑ N w N N N O \ ❑ T t�.. l i 2 � �" } cv 90.07 INV r. tet- �' 15. 1 LF 2 1 j 4 Q ,> 5.0 LF a. ❑ r.; 4 s=1 .009 rn 4 .9 Z $ 10 DROP 4 _ 4= r- 90.0 TG 4.329 .a s-1 .009 rn rn 3 c� c� 4 � . 1092.54 GFS !' a q&8-9.50 0.2 TG 89.30 INV 2 89.7 TG a 3-7 STEPS ` 91 .23 FS INV a ( 2) 389.91 ,8993.37 FF90.50 FS 00 IN 0, c0 - 8.99 93,00 FS 90.65 FS0000 TC cr -..- 93.04 FS 91 .25 FS GFS=1090.60 90.00 FS 8g - GFS=1090.93 GFS=1090.69 d- GFS=1090.05 � ,. s GFS=1090.22 4F1 ruo GFS=1090.05 q TC&P ml LO 0 El uo 7 CN ,,..,...,. 91 .3 TG 91 .21 .....-- 10 90.60 INV FS 90.93 .77 90.63 90.61 0.43 90.38 90.22 0.04 9 89.94 89.88 9.84 89.8 5 ; s 90.9 TG ---- - ___T�F _ t T TC_ _ _ _T- TC EC s-1 .00 ' 85 2 T , _ _ 9 F INT a 2 _ _ - �- - g 0.58% S . T 91 .09 NV _ _ 8 ---- ---' \ 8C - -- TC 90.02 TC - 2 89.2 TG f 20.8 L LF - -� - T 4 13 12 _ _-- 86,21 INV \ � -\48.0 _ ----��-- - , S=4.869 5 T \ >00 _ t 6 CALLE LUMINA ..�_ TC/BC ■ ■ ■ 40810 COUNTY CENTER DRIVE,SUITE i00 CONSULTING TEMECULA CALIFORNIA 92591-4679 4 A�__ Company 951.676.8042 ■ FAX 951.676.7244 ■ www.RBF.com LD1%9-00%?GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK FES$! DESIGNED BY DRAWN BY CHECKED BY 1 2" DISK SCALE elc%� vRO M. DOTY M. DOTY M. DOTY CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. T-32-81 RESET 1987, A 2 / �� �„ A. 0, F RECOMMENDED BY: DATE: G CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL . � ` a INTERSECTION OF FRONT STREET AND v? >� �'' PLANS PREPARED UNDER THE SUPERVISION OF Q� T � PRECISE GRADING PLAN RANCHO CALIFORNIA ROAD IN THEw rm rnG� G{ INSPECTOR SIDEWALK OF A BRIDGE OVER THE AS NOTED c� No. 73744 a' f o; : y: TRACT . 2%3992 - LOT 3 MURRIETA CREEK ON THE NORTHWEST u.. DATE. Z ACCEPTED BY: DATE. CORNER OF BRIDGE. VERTICAL , e ��. GRtG B LER ' c �+ 1V1 PHASE C q �► MARK A. DOTY ire DATE COMPLETED N/A. TOF CA1-�F�Q� R.C.E. 73744 „ BUILDINGS 2 5 - 2 DIRECTOR OF PUBLIC WORKS CITY ENG I NEER ELEVATION = 1007.337 R.C.E. 47109 OF ,� SHEETS - -.,.......... .,,.»,......».........,,.»„-.....,..,.,...,,....._..«,..,..-..,.........'^".r^ www ' •+ww� ...,,.,,,., Jill ROAD R , .._..---~~`~~.,... .'..«"".........-'..,-w-w- . .,..,.w.<.«.,__._...s...,. . ,„v,-m»._,...,_...,.,_.,.,..w.ea.,.._._-..... .w.w.,w. _w . ..W_w...._. .,,._..._, ,,.._ ...,.«._.-._,. ,_............._ - .. ...,.a., . .,,,., , -...'.`."""",,,,,- "*.. '^--...,,..,.,,,.,,"",.-•-----.,. . ,r ,,.,. ,. .. „.,,,. .. ,. ,. .., ._, . ... u._ ,.. . '-...... .m.. -..- . , ,. . .K ,W,.._._M.-.. ... ..., ... ., .__. ,._..__... . .._.. . ._ .._ .....__._. P .M .. ...-.w. ._ .__. .. ._, .. .,. . ,.. ... _ a,....... . „ - .M.. _ ....... u,_. . ,,.'~ --. ."""`_--.......,_„_ c� "",„,-,,..,,,,,_ `.-.--•...-......_ 89. 11 `... TC BCR µ w � - - _ 4 0 005E .. r 4.0 LF 36.3 LF TM_ 29 _�.......�...,. .. S-1 0 ~'`-----_.. S=1 .00% 91 .2 TG . 0 LFV 4 ��' �` ,� N............�.�.�._..,4._�..-�.�, � �6�:ALF ���:��L� ...��-��-� "�9�5 �F ~-...... ,,.,,� . � ,� 3 LF � 27 4 LF ~���`'`'~---. 89 27 IN 2 M 00% w . 5 _r _ws=� - . =. N = .v. S=1 .00% -~�-- 5=1 .00% `~---.._ _ _ _ 91 3 TG `�- 4 6-3 LF -- 8.5 -. w w... . TG 4G _ . � ... 89.64 INV S 00� . .- .00% m 2 2 2 92. GCIA:0 .T 92.0 TG ...,_,,.,�, `---- ry INV 2 2 89.97 INV 89.93 INV 2 �� ` , _ 4 IyV. ..... 2 91 .3' 89.33 INV Yh€ FL HP 92.9 , --- --- ~ • FL HP 92.2 92.2 91 .5 91 .3 1'G 91 .5 N1 z -1 F] FL HP FL HPFL/HP -- ! - -. an� 92 7 TG N �, z o z 89.60 INV 2 FL HP � z 2 m 17.3 LF N �, z zF ,.... j 91 .55 INV = N 16.4 LF N �`° sg 6 LFS=1 .0 1 .aa� ❑ ❑ �g 4 S-3.29 TC7 CR 141 S=1 .00% ■r -...... r TG - ! ' 92.5 TG 2 � F }rIN 2 92. 1 TG 90.47 i V 26.6 LF 91 .83 INV 2. INSTALL 90.84 INV 8 - STEPS F 7 87.2 . b . S=1 .97% - 17.2 LF ° 93.33 93.22 FS 7" EACH /FS92.72 FS 92.84 92.52 FS 5=1.ooh TC 1 µ 91 .94 Y ! FS 92.02 FS FS �� � � t 93.77 FF 93 77 FF 93.07 FF 92.74 FS 7 DROP 93.07 FF 92.37 FF' �� `� ` 92.7 7" DROP 93,35 FS -,--- • _ FL HP i � - 93.44 FS 2.4� a• • • 92.37 FF q; ` • • 1093. 19 GFS ® 7 DROP 92.04 FS ° 1092.49 GFS 92.57 FS � 1 ,0% 4 92,04 FS' , 4 1091 .79 GFS --; - 4 1, � • • \ � ❑ 92.3 s 4 /T9 92.7 FL HP 30 91 ,5 TG F _�___ 92.0 90.64 NV 2 31 63. 1 LF 92.6 TG D FL HP y � B-ALT = 2 FL HP 16.4 LF S 1 .a0q . ' 91 .90 NV 93.0 45.7 LF t 0 S=1 .00 2� ,S=1 .00% A s ` FL HP _ ------ 91 .6 W FF 1093.77 FF=1093.07 /�UHP � uJ ❑ - - 0 ❑ FF=1092.37 PE=1093. 1 � PE=1x92.4 �, I ase PE=1091 .7AAJ 4 DROP GPE=1092.6 1 10" DROP 5" DROP GPE=1091 .9 11» `` - --� (� 093.44 GFS ae DROP `- 7 DROP GPE=1091 .2 ,> 1092.94 GFS 1092 o . Q .65 GFS 1092. 15 GFS 1091 .79 GFS 8 DROP +CtJ 1091 .70 GFS t t tY ,. , � ti `� '0 `4 N � ❑ w Ya >, 15. �`4, i 0 4 2 F 92.9 TG 8.8 LF a 7 d- N� � 4' S=1 .97 2 3 4 + 91 .7 TG 91 .5 TG 92.20 INV S=2.27 � 2 3 00 INV } 91 , � 90.80 INV 2 3 � • 2 TG 8 92.96 2 13 );95-21 92.0 TG -4.50 INV ° Y x FS GB 91 .30 INV 2 3 G)7_2 LF 91 2 TG S-2.78% 2 3 88.64 INV ', �. � � `°� •` �; GFS=1093.27 GFS=1092�.86 Q GFS=1092.77 � GFS=1092.48 GFS-_ 1091 .53GFS=1092. 16 4 GFS-1091 .98 GFS=1091 .62 IGFS=1091 .46 � BUILDING 23� or �0 0 co 0 t to N M N"I ! trible u7 r. IV) 0 9 7 U } 7 E � n, 4 00 C6 114 4 •`Aar 9 co n LO _ �'" u) m b- 00 d. 90.91 9 FS 92 4 s ` C37 F- F- H t77 1- COY) F- O) !- CA !-- QI HH }._ ` TC 0.59% 1 .04% c f- v, _ - •, � , ` � F 92.44 -�-_- ___�_ 9 ~--... t 4 C A L L E L U M 1 NA /. :� § .�°► 4. 92.54 r 70.7 LFTr 1 - S=1 .00 905 5 / d `-- `` `SEE �. - �' � • SYS. � } ' 4 �: t � 1 �. ' / t '...../ ,gyp f SHEET 4 N'\ A & 3 ; BUILDING 28 CL o N C.> Li CONSTRUCTION NOTES (n INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT BUILDING 26 BUILDING 25 n�,, A w CONNECT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 SCgLE' w INSTALL 4" PVC DRAIN PIPE CONSTRUCT CONCRETE SIDEWALK PER CITY OF TEMECULA STD. NO. 401 z o. ALL CURB ADJACENT SIDEWALK TO BE CONSTRUCTED PER LD12-109C0 ry Q 10 5 O 10 20 30 INSTALL CONCRETE DRIVEWAY > SCALE: 1 "=10, ■ ■ ■ 40814 COUNTY CENTER DRIVE,SUITE 144 <C CONSULTING TEMECULA,CALIFORNIA 92591-4679 J A�-- Company 951.676.8042 ■ FAX 951.676,7240 ■ www.RBF.com LD13•003 ►R Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY _ SCALE oQOFESS jt?r�,9 M. DOTY M. DOTY M. DOTY I T O'W T E a m E Ow"L m m L A DEPARTMENT OF PUBLIC WORKS SHEET NO. T-32-81 RESET 1987, A 2 1/2" DISK �4� � A. � ��C. RECOMMENDED BY: DATE: 3� N ' CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL �. � ' ©,� ' , PLANS PREPARED UNDER THE SUPERVISION OF 0 INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD IN THE ,,, °F '' �G PRECISE GRADING PLAN Ln r a~„ � ACT 2 992 - LOT 3 SIDEWALK OF A BRIDGE OVER THE AS NOTED � ,�, INSPECTOR No. 73744 MURK I ETA CREEK ON THE NORTHWEST * _ .. M. DATE: G�® ACCEPTED BY: DATE. 3 a:_, CORNER OF BRIDGE. VERTICAL 5C��1� ,,���t~ A.P DOTY EC UTLER � Q ASE DATE COMPLETED qT �4F `�p� 4 DIRECTOR OF PUBLIC WORKS/CITY C I TY ENGINEER ,�, � - N/A CAL R.C.E. 7374 fT,�...ig�g. . BUILDINGS 29 31OF 5 SHEETS /a_. ELEVATION = 1007,337' R.C.E. 47109