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HomeMy WebLinkAboutLot 2 Bldg 50-57 Precise Grading f 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'SAfft G°Qo"'° A 1F©Q' -ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES` AND REQUIREMENTS. 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): TRENT HEINER WOODSIDE HOMES 949-456-5044 P'RECISE GRADING PLAN RESPONSIBLE PERSON DEVELOPER COMPANY 24-HR PHONE NUMBER LOT , PHA SE 3,y BLDGS. 50m57 o4ti�� �o RESPONSIBLE PERSON CONTRACTOR COMPANY 24-HR PHONE NUMBER \\ (LOTE3) \ PHASE 2 r 3. LICENSE/PERMIT REQUIREMENT. / ® A0 4 (LOT 1' l ,?, B IV sta TRACT NO 23992 a . PRIOR TO START OF ANY WORK, ,A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY. l � PROJECT �F b . A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT AND AN l l ® PHASEI 9F \ ..- 1 SITE (Lor 2) APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSITE DURING CONSTRUCTION. 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FO,R THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING jj(1 N s ,. CONSTRUCTION., 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 • t OR CONDUCT CONSTRUCT I ON ACT I V I TY BETWEEN THE HOURS OF 7: 00 AM AND 6: 30 PM ON SATURDAY. NO \. �� � � � � � ''rsrq 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 • Q . .5 ,� T T ..Y 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 "" • �" 1"' X REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S- ENGINEERING ITY S ENGINEERING AND CONSTRUCTION MANUAL. GRADING NOTES 8. - PRE-CONSTRUCTION MEETING, A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE � � � ,� '° ��-�-�-� '{.:... . . . ,6 � START OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE � ` � '� � ��� 1 . STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES { I .E. , STOCKPILING, LAND CLEARING, EROSION & SHALL BE AT THE JOB SITE AT ALL TIMES. SEDIMENT CONTROL, ETC. ) SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL --- _ CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST EDITION OF THE 9 . UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ® ,` �. �~ �� ��`� / CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRBC) ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND ® ® • "-` '� NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT CONSTRUCTION ACTIVITIES. UTILITIES WITHIN THE PROJECT LIMITS. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE _ cP .-- .� - .�► 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 �N1�A`NDS i ® 3. 'NOTIFICATIONS. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS INSPECTION LINE Q {951 ) 308-6395 AT INSTALL STREET CENTERLINE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 . 'CENTERLINE 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 MONUMENTAT I ON (DISTURBED OR DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED .;x 4. SOILS. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE N 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, TO CITY STANDARDS I APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY 3 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 5. CUT/FILL. WITH SOUTH COAST AIR QUALITY MAMA M NT STRICT'S SCA MD RULE 403. / a . MAXIMUM CUT- AND FILL SLOPES SHALL BE 2: 1 , UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER; AND SHALL ENGINEER AND SHALL COMPLY WI SOU COS I Q L GEE DI { Q ) -- / 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 ' COMPACTIQN, OUT OF THE FINISH 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 DELETER I OUS" MATER I AL. IF THE SLOPE RATIO EXCEEDS 5: 1 AND IS GREATER THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL, AS 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECT TO REJECTION. ' DIRECTED BY 'THE GEOTECHNICAL ENGINEER. 14, OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR GRADING, EROSION AND SEDIMENT CONTROL, PAVING 1 c . - HS ( 1 .5) SHALL BE SUBMITTED \ � STABILITY CALCULATIONS WITH AFACTOR-OF SAFETY OF AT LEAST ONE AND FIVE TENT AND TRAFFIC REQUIREMENTS, IF APPLICABLE. TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES l ' 45 ` OVER 30 FEET IN VERTICAL HEIGHT. d . ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR SHEET INDEX SOURCE OF' TO 4$ T-T ' GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH �' � HAVE BEEN PROPERLY PLACED. , ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. 44 SHEET 1 TITLE SHEET 647 N. MAIN STREET, SUITE 1A 49 6. DRAINAGE. -SHEET 2 DETAIL SHEET RIVERSIDE, CA. 92501 a . AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS SHEET 3 PRECISE GRADING PLAN (951 ) 686-5103 ` 4S � ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR' THAT ARE ADJACENT TO GRADED LOTS 53 - 57 DATE OF TOPOGRAPHY 9/16/O2 38 AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED SHEET 4 PRECISE GRADING PLAN 42 ...� �"' PER THE APPROVED PLANS. LOTS 50 - 52 9 BASIS OF BEARINGS NOTE® r kb . EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION .OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PROJECT INFO: THE BEARINGS SHOWN HEREON ARE BASED ON A 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' TRAC�T NO. 23992, M.B. 231/9-12 BEING 1 `- / PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS. IN N 48 15 11 W INDEX MAP d . APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING GROSS ACREAGE : 1 .5 ACRES - M� a PROPERTIES� DURING THE GRADING PROJECT. 1 . 1 ACRES � , SCALE. 1 1tXI , DISTURBED ACREAGE CES e . DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WALLS SHALL BE PLACED WITHIN SOILS ENGINEERS CERTIFICATE THE LIMITS' OF EASEMENTS. - OWNER/DEVELOPER f . THE MINIMUM ,GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A ONE-HALF PERCENT (0.5%) . I /#KO' Sit 110 A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA E WOODSIDE HOMES 7. PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 11870 PIERCE .STREET SUITE 100 PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT � ANY CONSTRUCTION GRADING ACTIVITY, . AS DIRECTED BY THE CITY ENGINEER. � 8 A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME CONSTRUCTION/ GRADING RIVERSIDE, CA 92505 CONSTRUCTION NOTES & QUANTITY ESTIMATE OR UNDER MY DIRECTION ON ONE COMPLETE COPY OF THE GEOTECHNICAL � CONTACT : TRENT HEINER 8. ROUGH GRADING INSPECTION PRIOR TO BUILDING PERMIT INSPECTIONS SHALL BE REQUESTED VIA THE PUBLIC WORKS ENGINEERING INVESTIGATION COMPILED. FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN PHONE : (949) 858-4980 SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. NO, ITEM QUANTITY UNIT INSPECTION LINE AT (951 ) 308-6395. SUBMIT THE FOLLOWING: N \ LOT GRADING {8 LOTS X 75 C.Y. EACH) 60p CY a . TWO SETS OF PAD ELEVATION CERTIFICATION ( I .E. , ROUGH GRADE) TO INCLUDE A STATEMENT THAT THE PAD 0) SOILS ENGINEER: 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 � RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION MENTIONED ABOVE. \2 INSTALL 6 GRATE PER N.D.S. N0. 40 OR EQUIVALENT 65 EA AND LOCATION OF CUT/FILL SLOPES. - o LEIGHTON AND ASSOCIATES b . TWO SETS OF PAD COMPACTION CERTIFICATION ( I .E. , FINAL GEOTECHNICAL/SOILS- REPORT) TO INCLUDE A STATEMENT 41715 ENTERPRISE CIRCLE NORTH, SUITE 103 ' 3 CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 16 EA ESS THAT THE GRADING COMPLIES WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TEMECULA, CA. 92590 INSTALL 4" PVC` DRAIN PIPE 1 ,081 LF _ PHONE: (951 ) 296-0530 SIGNS k,�� C� S 9. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. FAX: (951 ) 296-0534 �O "yf �, ,�► \5V INSTALL 6" PVC DRAIN PIPE 246 LF 4e rnw 126 LF 10. POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT LIMITED TO, INSTALLING WHERE R.C.E. N0. No. 62375 �6\ INSTALL 8 PVC DRAIN PIPE APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL '* CODE PRIOR TO' FINAL INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION ? J�. CIVtL �'�. T CONSTRUCT CONCRETE WALKWAY PER CITY OF TEMECULA STD. N0. 401 2, 128 SF SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.G. v DATE 9T4-CF � -ALL CURB ADJACENT SIDEWALK TO BE BUILT PER LD06--02500 _ INSTALL DRIVEWAY 2,568 SF 11 . OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "PAVING, " "GENERAL" AND "EROSION AND SEDIMENT w CONTROL" REQUIREMENTS. c, 0- 0 PLANNING ■ DESIGN ■ CONSTRUCTION Z D Q . . . 44814 COUNTY CENTER DRIVE TEMECULA,CALIFORNIA 92591-6022 CONSULTING 951.676.8042 o FAX 951.676.72"40 ■ www.RBF.com LD12-OOPOR z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �p�ESSo DESIGNED BY DRAWN BY CHECKED BY ' ITY ' F TEMECULA T-32-81 RESET 1987, A 2 1/2 DISK �� OQ Qy9 M. DOTY M. DOTY M. DOTY DEPARTMENT. OF PUBLIC WORKS SHEET NO. v I N CONCRETE WALK NEAR THE 4Q� �` A �O F� RECOMMENDED BY: DATE: to//o rn CONTRACTOR HORIZONTAL �. PLANS PREPARED UNDER THE SUPERVISION OF INTERSECTION OF FRONT STREET AND 2 .� 4 ` o T PRECISE GRADING PLAN RANCHO CALIFORNIA ROAD IN THE AS NOTED W ���� r��� INSPECTOR SIDEWALK OF A BRIDGE OVER THE No. 73744 �' :w TRACT 23992 - 2 �- MURR I ETA CREEK ON.. THE NORTHWEST * * _ - ACCEPTED BY: DATE: 4 r2 r .. - A:::r DATE: Z T . `©� w CORNER OF BRIDGE. VERTICAL �S'>. C1v11. \� MARK A DOTY GREG UTLER � :;,..',,,,,,,;,,,,;,,;, ~ T E o DATE COMPLETED '9I'�0 ��{�'��` DIRECTOR OF PUBLIC WORKS/CITY ENG I NEER - a.Q .� OF 4 SHEETS ELEVATION = 1007.337' N/A KCAL R.C.E. 73744 PITA 3, LDGS cJOJ7 R.C.E. 47109 RANCHO HIGHLANDS DRIVE R/W TOP OF SLOPE NOTES: 11 i VARIES -- BUILDING FACE 1 . ALL FITTINGS BY: NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL) 851 N. HARVARD AVENUE � 2.07.-MIN CORTE LUCETTA - (800} 726-..1994 P --- LINDSAY, CA. 93247 — DOWN SPOUT VAIRES PER PLAN 2. REFER TO FINISH GRADING NOTES `t 2" OR 3" DIA. ^3. DO NOT GLUE GRATE OR RISER TO PIPE 4. GLUE: "IPS WELD-ON" ##733 SOLVENT STRAP (MEDIUM BODIED, FAST SET) FOR ABS PIPE THRU 6" DIAMETER JOIN DOWN SPOUT 5. EACH LOT TO HAVE ROOF DRAIN SYSTEM 1 TYPICAL- SECTION BUILDING LINE TO RISER 3" PVC RISER NOT TO SCALE 1 ' (LENGTH VARIES) FINISH GRADE 2.0% MIN Z Z ,• .., FINISHED FLOOR NDS 1230 DR APPROVED /i,v w EQUAL WHERE SHOWN ON PLAN ;. FENCE �•.., . .::Y.. .. _,.. 1 .0% MIN t ° 3" PVC DRAIN PIPE PAD ELEVATION DRAIN PIPE WALL ' SAND FILL PER PLAN o VARIES �• 3 PVC 45 ELBOW TYP. 3" PVC DRAIN PIPE (2) PLACES OR USE ( 1 ) 90� {,TYP} SWEEP VARIES PAD -BUILDING f, / BAS{IN ; ° TYPICAL SLAB FOOTING DESIGN DETAIL DOWN SPOUT TO AREA DRAIN DETAIL - NOT TO SCALE NOT TO SCALE TYPICAL SECTION NOT TO SCALE ° PROPERTY BUJILDING LINE BUILDING- LINE LINE 4 BUILDING LINE WALL 5' MIN 4' 5' MIN 1 ' 30" 2't 00 VARIES WALK , VARIES 1 MIN MUDSILL ' 1 ' MIN z DEEPENED FOOTING (DF) DEPTH FINISHED FLOOR co g FINISHED FLOOR - SHOWN ON GRADING PLANS ..;: ,:...,....::..•e . = z {UP ER} e FINISHED FLO OR 7PAD71 (LOWER) 0� :?• -- 24°% .,.- ,• FINISHED GRADE ��N EVATION ....>M. ,.. Z p% SAND FILL PAD ELEVATION -�'�"� �' 9'�' SAND FILL ,:• 12 E 5q N PAD ELEVAT ION SAND FILL M I N Q 209' :.'*'•�. NOTE: I N NO CASE SHALL THER SWALE FL BU I LD I RiG t - :-•= 2q �A� PVC DRAIN PIPE � o �rN (WHERE APPLICABLE) - ` FOOTBE �NGRTHAN WITHINTSE OFTTOM OF THE THE FOOTING x\ T- �' ��� PVC DRAIN PIPE CONCRETE (WHERE APPLICABLE) ry DEEPENED FOOTING DEPTH AS SHOWN ON THESE PRECISE GRADING PLANS EXCLUDE V-DITCH THE BUILDING SLAB THICKNESS PER ARCHITECT PLANS. FOOTING DEPTHS MAY BE EXTENDED DUE TO STRUCTURAL REQUIREMENTS. 0) TYPICAL SECTION BETWEEN BUILDINGS EXTRA DEPTH FOOTING DETAIL NOT TO SCALE NOT TO SCALE TYPICAL SECTION NOT TO SCALE o CD ` N N W to <C Z W {I') z o j PLANNING ■ DESIGN ■ CONSTRUCTION _i Z 40810 COUNTY CENTER DRIVE _ Q JRBF■ ■ TEMECULA,CALF ORNIA 92591-6022 J G O N S U LT I N G 951.676.8042 ■ FAX 951.676.7240 • www.RBF.com LD12-069GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'Q BENCH MARK SCALE RpFESS ' DESIGNED BY DRAWN BY CHECKED By 'ITY ' F TEME ' ULA - e%,.OQ a�l M. DOTY M. DOTY M. DOTY DEPARTMENT OF PUBLIC WORKS SHEET NO. 0) IN 3CONCRETEEWALKgNEAR THE/2" .DISK �� A. �a F� RECOMMENDED BY: DATE: t 0 s L CONTRACTOR HORIZONTAL Q� .- >► v PLANS PREPARED UNDER THE SUPERVISION OF I NTERSECT I ON OF, FRONT STREET AND -� .�o� T � P E C I S G R A C I N G PLAN Ln RANCHO CALIFORNIA ROAD IN THE ,�, �, �� a� SIDEWALK OF A BRIDGE OVER THE AS NOTED No. 73744 �' `'.. . ., 23992 - 2 <c ::::: .INSPECTOR MURRIETA CREEK ON THE NORTHWEST * * ACCEPTED BY. G� DATE: d//a / ' ruAl CORNER OF BRIDGE. VERTICAL Q, DATE: 2�/ /GREGKUTLER " DETAIL......".'... ...... " �,� ClVtL �� MARK A. DOTY r,:,:..:i8 :...,:: DATE COMPLETED SFO �flQ. DIRECTOR OF PUBLIC WORKS/CITY ENGINEER NEER ° / ELEVATION - 1007.337' N/A F CAL` R.C.E. 73744 OF SHEETS _ R.C.E. 47109 a ' 97.2 - NOTE: ,' /� FL-HP `' ` +- & CONTRACTOR TO VERIFY IN FIELD (V. I .F. ) THE INVERT 'r / / r f z z ° z / ,� 96.0 TG ./� V- '-' 97.4 97.0 96.7 TG OF THE EXISTING 8 PVC WHICH CROSSES UNDER CALLE f 6.4 V_ 2 _ 2 95.71 INV - 1098. 2 CASERA. IF THE PIPE IS LOWER THAN THE CALLED. OUT _ _95.30 INV _ _ - --�{`y� - �.�P ,__,-_------- INVERT ON THE PLANS., THE CONTRACTOR SHALL HOLD Ate' -�'"-'-- --"'--r- �-- -- - �- - �` - -- -- TC 2 94. 6/ V/ -- -- ---- -- --_._-•- , 96.7 TG 1%M 17o MMI N U MINIMUM SLOPE OF 1 .00% TO THE CATCH BASF f / _ y 1% MIN 95.40 INV 2 57.22 LF 20.02 LF ® ° 2% I CONNECTION ON CORTE LUCETTA. � / r / 43.52 LF � 5 96.3 4 4 S I r / �' / S=0.0100 FL-HP 4 S=0.0054 S fl.0054 , N �, 0 9. 12 LF � ' y MIN / S=0.0111 to z 1 v o . 26.64 LF , N N �� z S=0.0068 ,. ~, / z N , 97.3 97.3 Ob 97.3 97.3 c '� / N ` ❑ [�OV� 1098.04 � � Ob Ott 96.6 FG FG FG � TC ❑ 96.6 ❑ 96.6 FG ��. _� EVC ❑ O FG , - - o FG o FG -� W 109 .96 ..- ®Gx F -F� 96.4 TG 97.0 TG W �' 2 95.48 INV 2% 2 9ZI 5.82 INV y 0 V °0 0 _..- X�p , 5 MIN 97.2 ��� -a© 4' 1 12, 4f X ' /� 2% 97.88 FL-HP r�,?0 7 , o MIN loe 11104 97.27 t ❑ 6" DROP FF of to 32 _ I FF o rn V) 97.97 97.97 FF 97.64 FS 3.0%/97.64 FS 97.46' _ 1097. 0 z / f 97.27 FF 7" DROP 97.27 FF 2�, 24% . D GFF 97.45 TC ,v coN UCTIoN NOTE - , tK 96.88 96°94 FS 97.55 FS FS LP cn m r � 2� 96.94 FS � ,._ w 6" GRATE PER N.D.S. O. 40 OR U I VALENT ��`�' /�,o' FS 96,5 96.69 t 97.05 FS � 2 97. 1 TGA ,� 2 INSTALL R / GFF 7 t ❑ w w cL 57 \.02 INV 00 00 Q �'� - w D FL HP 1.s.. cn �- �,: r; ❑ 3 CONSTRUCT DOWNSPOUT CONNECT I 0 ER DETAIL 4, E 1 2 �' �" 56 C 2% rn rn - MVCIV � Q rr96.8 TG -•.E- O r Rr . N r,• 2 01 r. 97.2 A.., 95.6 TG 2 p �- MIN v 10 .65 4 INSTALL 4" PVC DRA I ��P11 r 'y 92.54 INV ,�°� rn rn (A)3.26 LF z 2 96. 1 INV rn o� 97.97 FL-HP I �..� r -Z 97.27 S=0. 1687 �MIN 97.97 FF=1097.97 FF W 0 ��� ,,'� ,,.� e 1 q 2�'K ..2° 97.27 _ - FF j �� ❑ FF + a� ❑ � � INSTALL 6" DRAIN PIPE Q) ----_ FF=1097.27 ° fl ° PE=1097.3 { r �`" o r M I FF ff a� 0 �• 01j , MIN 7 ❑ 1 _ 6 DROP 0 f T_ 97. 13 ff 97.64 4 ff DROP I 2%. to i Q ,,0;. PE=1096.6 \� 1 - 6 CPE=1096.8 --- { A<L ' PVC DRA I PE / ®`' p Ov 96. 18 » v) 0 96.77 j V 10 DROP GFF - ❑ GFF STEP 4 28.21 LF ® H � � ' �,F ❑ 13 DROP � w CL GPE=1096. 1 GFF 96.6 t 96.9 (n 2S=0.0100 ❑ 7 CONSTRUCT CRETE WALKWAY PER r -���,,,►� * „° GFF cn m� FL-HP � z FL-HP �t � _ v k ' 'S`�'r 5 .77 L-� Z � t 43.42 LF ( o ❑ cv r- d- N CIT TEMECULA STD NO 401 / 1`y .- r-+ 4 j 30.27 LF C� --�-...-_Q•A64� ❑ 96.1 TG 2 rn�o r„ b- S=0.0050 ❑ cn cn `�-L- cn `� u' 2% f @5 4 ° ❑ 95-.20 INV Ncs, `t j ❑ wtw 8 INSTALL DRIVEWAY ,, / 5=0.0100 2 � ❑ U) w Nn 2%.. 7.40 LF ® ,� r +- r, ,�- I N / 92.76 q 96.2 cN cL �- �- m N� N I 4 pry Nn ) m co » 1,(-,--)9/.0 TG I "Q j r , 94.9 TG 95..04 s° V) cn w ° S=0.0405 1 _ 5 21097. 6 I * 2 INV FL-HP ,_ w r, 0r- 4 96.30 INV I �,.� � 92.21 INV z Nt� � N°" r'' m w 4.35 LF C0 �- ►-' N �y co 1 - 6 j 96.7 TG 2 3 N� rn rn rn STEP ' TC 95.8 TG r� o 2 3 /96.00 IN 8 _ BV_C < � i.. ° 2 3 STEP 96.4 TG • S=0.7 09 N N 94.60 INV csa ❑ rn rn 95.70 I N , ° = 109 .23 94.98 1095. 10 4 a, N b\ 'T' 1 97.47LL 88.90 INV TC 1% 0 °. o �-: �' ° 8 j 4o/l _ 7 N =1097. 13 GFS 0 ° Q TC ,,..� ` LO 11 • l , GFS = 1096.60 GFS 1096.96 GFS ° / � a� ~ � V'�' o GFS = 1096.011 �"'1° GFS=1096:36 �e ° o d' ❑ / a - 18"SD-OUT U -,-,,�„"-- cn ��° ❑ -0 r �` 88.57 INV ----"> _< --i__j u L- Nn - ❑ r; r d- ,,, w w F.H. w v _ \_96.51 a� V �. -j m I`` ONO ( N �` v`�i' N N 'NN \ w N d- V N � --' 95.57. _ 95.25 95. 10 c� c-n a O TC �- �- !' cc, ,; LO >- - cn o r� N a- cs, °0, 11+94.74 CALLE CASERA TC �'' TC d- o r. tri o N ccy a o0 00 0? 1095.20 .ac b- g >- "1 <c o 8 • U • U <r �' >- m �< cry o o I Iri w • U cU ,,� csy co w © �- a`°., t- w 8 csy N o U ,� co U o w o 8 =1 +00.00 CALLE VERANO _ TC rn F- c� rn rn E- 8 SEWER �r / , ` + o a. 37.20 F C� - '-' + �" + _ '-' + C L L �i A S E �, + > + .-, /' 2% 00 0 0 � �, j A - w a 00 f.� o C) © o rv,0 T- 1097.09 87.86 INV -.. c;� i 1 S-0.01 fl © N o ¢ N o 1 1 Q o © >- 00 0 <c r. `� RIM 12 88.86 r. • > o i I r- 1 .00% .� N >_ I -�c I <c ¢ oo ..-_ �,c tet- co 00 to t5 > rn Nr ac o > N� u0 ,� t- ,r, 18" STORM DRAIN v- 6.26 LF CSD S=0.7252 T m I o o ® t o r- I o w I o � o -- n, o 95.72 95.30 ( ' � Nn ,� c� v� �J to �' G �' I . r 4 93.40T I NV 2 7 <c I— a _ 8 WATER � ` TC TC 95..18 __._.._.�._e__ Ln 0O v~i In _ 8 r- o Nn o o � 0 00 00 N 00 o XI �� 9.5.61 ° - ° TC-GB / "' Iry 8 cry 00 7 0 8 N "' GUE g 'n cry r cry 8 I , 5.5 1 .0% so. �- '��► FS FL-HP ° -=--•.�7 Nv `�- ° 95.20 rn cam+ �i 0) � rn F-- rn �' � CD rN"'- rn LINE rn t� 1.~n 'mo �' c~n rte- 7 cam' c~iy rn �rn ro- 12.51 LF �--- ,._. _ ° . ° ° ° /95.6 4 S=0.0695 ?% MIN % MIN GUE rn 0 NN �, s` (0 rn d- 7 cc> coo � o 1 � N �. ° o FL-HP '' N ❑❑ LINE I 0) `� as co �t cry "r rfi r. '� � c0 L a 0) cry j � o ❑ p I � � � � Q o 0 95. 20_44 LF 4 w > 96.47 j > 9c.23 o _ o _ ° _ GFS=1096..96 o GFS 1097.28 FG S-0.0100 ,_,_ Ll- w N u_ �, G S-1096.25 o GFS 1096.41 �• GFS 1096.87 € n 95.3 TG_ r,- �t oo cca ��- FF a- r- w I o 0 z 6.9% p GFS = 1096.09 93.60 INV\=/ d- o co N � 0 o LO 8 j 4 g 4 j co cty cty icy o . Na 1 95.27 �, - d- z 1.0 � rn N0 a, N a U")d- TC j 95,3 TG ��,. V) � c�� 1 - 6 �- � ��►. 96.8 TG 2q o Cy7 o,"1 o f 1 .83 DRIVEWAY t 2 3 1 _ 6» w 1.,_ 2 3 96. 1 TG o� 96.5 T ' 2 3 l.f_ i.f_ 2 3 L ° 2 r, d. 95.32 INV 2% 0 95.80 INV STEP r,, 95.93 INV z ° a � 4 Q 93.23 IN❑�� t --- �+- M I ST. STA. 10+45.54 STEP r• N o ..�- c, � � � �� t V. I .F. � � u � w cn � ° cn ..2°_ 96.47 FF cv GUE t �v � � 0) 0) mm � �z - r~, � rncrn rnrn El.,� 4 f MIN N '� 0 N OCy tf7 N 96.14 FS „ c� I f t 00 ,.,_ ❑ a, 1 - 5 5. 1% 95.31 t 40.89 LF C 6 °I ® J 96.7_ a r, r. 97.0 J N JF� © 0- �n o STEP 96.01 FS ---•- TC ( t S=0.0050 » rn rn 96.3 J © �` FL-HP 1 _ 6 ff :�- rn rn FL-HP co o N E S� _ 95.51 F I z 1 7 d- FL-HP �= STEP 97.45 • , 0) w ,-� rn 10 DROP 00 coo I� /55 7 ( w 14 lg » STEP 1 - 3 » q co °' 53 5" DROP GFF tin lt 11v 96.47 FF ! t� 11 DROP 54 STEP 7 DROP N 4 A '� a a to Nn BR 96. 14 FS --�- 4. }."' t `' z o z 97.87 ❑ z 7 3.0% 95.36 ©C w � B-ALT ❑ � J 00 � FF � -' w N { I ,� w \97.87 97.87 FF ° ,O oFF=1096.47 cg6.47 FF TC °0 w cn LO • FF=1097.87 �- t- U 0- - _ ° {.� t ..,.2% � �- IJ_ � o s� FF 97.45 FS 96.9 TG I ru? = o - PE=1095.8 96. 14 FS .2% t MIN r, d- PE=1097.2 2 7.83' DRIV WAY GUE FF=1097. 17 m 2 96.2 TG_ cn w _ o� .47 q 95.02 INV 96.6 TG 2 _ 95.63 INV J 00 ice• GPE-1095.3 4" 1 - fi" © J j 95.3 N� P.E=1096.5 95.90 INV GPE-1096.7 LU) t�y 10 STEP �i ST. STA. 10+23.54 LINE 7 � j FL-HPr_ oti - I °' �''' 95.89 t„ 3.3% ° NOE=loqf>.0197. 17 FF O❑ ►�- -L, Q 97. 17 FF l 97.87 FF 97.87 FF o I f 2% GFF to 0 95.40 96.84 FS � 97.29 97.54 FS1 E 96.47 TC TC 2% 96.84 FS 96 58 -�,0'.5. o� ,6 97.45 FS GFF �.04 97.44 - ff MINE FF 96.470--*, 95.43 SL_% 2-6", STEPS GFF ° 97.31 FS 7 DROP �' FS 95.42 / r - Z 1 FF �- TC TC 96.78 FS 7" DROP 96.89 FS 97.87 �- cf) 0' Rn w o 6.7% 12' 12' 95.78 FS 97. 17 15.04 LF ® ❑ I rn 0 00 E 4 FF 4 1 I N o '� �i - 24' ( ® 95.3 TG 2 FF 1 S=0.0010 00 0 ! > .4. N `�- 0 2 ff N ,0°•"' f � 93.43 INV 2 97. 1 TG ,r� 97.51 �s z N �, > -... > 5.63 15.83 DRIVEWAY OP 96.4 TG 2 95.45 INV FS n � �, 6- o L_ V) ND z 1 o c0 z �' ST. STA. 10 06.79 (01 94.87 INV j 0 / u_ o +� ND z J ca ~o t-- � I 24.80 LF C� © acv0 j J In d'• I- Q b cU Q_ 1.(7 0©0 U 8 IS=O. 0)0) u�N "�'• ca r, _ ,� °?o r = I z 1 0050 fi cy) o rn �� ,ri _'� II rn rn�rn rn 11 ,�; , u7 d- 5.3% I ,� 4 44 n N cn w N Nn cn �- 7 w rn , 95.54 ° 96.5 z 96.5 96,5 ° z 97.2 H �_.P 't �, �, r- b., N �____- ,� H --1 FG N FFG°2 AC AC FG 2 N g _ o ( TC 95.47 FG FG AC FG N 4 ❑ ❑ 4 j I N FS [AC] V_j / 1 1% MIN 1% MIN 95.54 95.54 1 96.0 TG 62.05 LF @ 96.0 TG 96.6 TG 70.45 LF {� 5 96.7 TG s w __ __=-- =_- TC TC 1 93..56 INV 2 S=0.0050 5 X6'3 96.3 2 93.87 INV °! 93.89 INV 2 S=0.0100 97.0 97.0 2 94.59 INV 4 �"`f� cn % MIN 96.05 1�?2% °� s� 1 ..2% -- --1 -fti4l Pd•..._-_F.L.- FL,-HP - ----.---_. --- --1% MIN------FL-HP FL IP % MIN-------_�.,�.� W FS d' o N 95.5 - - -• - - - - ---= - -- - ,..- - - - ----= -- ~' o f 95. 1 RIM �� ° FL-HP 95.9 RIM 4.00 LF i 5 -' 95.4 RIM ❑ _ - ❑ z -� - - i - - - -� - - - - �- - - - - - - - - - Q N19058'39"W 412.45' % PROPERTY LINE PLANNING ■ DESIGN ■ CONSTRUCTION 1%10 0 10 20 30 z 40810 COUNTY CENTER DRIVE Q ■ ■ ■ TEMECULA,CALFURNIA 92591-6022 J C O N S U LT I N G 951.676.8042 FAX 951.676.7240 • www.RBF.com - GRAPHIC SCALE � _ LD12-DS9 .tR < CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE gO�E$$� DESIGNED BY DRAWN BY CHECKED BY / _� OQ �y9 M. DOTY M. DOTY GO` I OW TEmm 'mECULADEPARTMENT OF PUBLIC WORKS SHEET NO. T-32-81 RESET 1987, A 2 1/2 DISK 4, A• ��, M. DOTY IN RECOMMENDED BY: DATE: 1 v Z.. N IN CONCRETE WALK NEAR THE HORIZONTAL �` ®,� PLANS PREPARED UNDER THE SUPERVISION OF �j CONTRACTOR '2• INTERSECTION OF FRONT STREET AND ? .� �a� T � PRECISE GRADING PLAN RANCHO CALIFORNIA ROAD IN THE w ;; �� �� '� A 23992 2 SIDEWALK OF A BRIDGE OVER THE _ NORTHWEST , d Z a ::. INSPECTOR MU R I ETA CREEK ON THE ST AS `NO � No. 73744 �, �, y .u. DATE. R ACCEPTED BY. �=�%1���-- .. ... . /` DATE: �1 a'I ti:.,. r CORNER OF BRIDGE. VERTICAL CtVtL eQ `REG B TLER ::::'`....:.:::..:..:: A � DATE COMPLETED qr '� MARK A. DOTY •, ...i9ar3... OF CAL.��fl� R.C.E. 73744 - DIRECTOR OF PUBLIC WORKS/CITY ENGINEER �° � �3®��► N/A OF 4 SHEETS ELEVATION = 1007.337' R.C.E. 47109 ti i _ i � � I IV ~ CONSTRUCTION NOTES � - I j INSTALL 6" GRATE PER N.D.S. NO 40 OR EQUIVALENT 3 CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 INSTALL 4" PVC DRAIN PIPE CONSTRUCT CONCRETE WALKWAY PER ��, rp c� , -' CITY OF TEMECULA STD NO 401 '"Uj a, v W v -A Lo .� cif > 8 INSTALL DRIVEWAY g '� p 6, F- V see cp 0 . V _ g� •c' _V S ,6 S 7 t� v �j�► R „-t w W8 01 cp ° 06 1097.09 11+94.74 CALLE CASERA 0 C3 ° �PL�' tp_ RIM =1.0 00.00 q CALLE VERANO .� �, 1N� �' a _-�1ag$'g 8 SEWER �� _. N c-, c� ca a 98 1NU 1097.52 o u' cp +� 8 of N Z• 1 D 1�00% o Q x!12 fi9% o Lam,r ��y _ cs� n '� •-� sr1 g8 S. A 20 1--� fl,06 �t` a'Y ° D - - > ��...�.. NO > -____"--- ?, + --> ,�w c� -� cr -a �, 32• 100 as 0 6 �F ►� + w + ---- cv rry � v, ;�, g �O`cis, cr0.0 g8.4 1g' y, __ _�__�_ ,``� •s ,•� ,_ r-o LO n-� c 6, Lr W GFS -•n `� : cv 0© t~n °° c r� ,� v� © rN. •�, �, 5 �,�, -n g8 D j ori 0No °° ,��' Rc-� LO N v n --� `�' g C31 �'� 22 �+ •0 JG 1 p `° 2' F1, �� fl% r� c- g � h 8 F GUE r, U r,:�-- d' c: a' �- �' V) �rn � rl.0) to � rrn ~ � � o' c!> LINE < rnI- 0) o �' '� •� jos D G g7 "� INU , 9 � co 3 G143 v J* D ° �' ° 98.14 0 , ° 7 00.0 6 �F •-a �- �, '10 LO 80 L _> t Nr g8.0 H. 4 ° i�, o _--- cp �5• 0100 os i 50 5 �G 99..95 c� I` opo 0 30 8 a, •Q` • S:4 D D S � 1NN r -�0 EpS o C' u7 d- N . ,n GAS~10g8. �'�.`� ,,.�„�, Z 2q�., ,� pRO�' �,� �D 2,6' S� D r` o a a ° G 2 8,= .� c!,N N+ 2% SIN gg.0 6 10gg•8� J Q 00.07r s s; o 1 - cz� cn PF % $ ,� GFS-1097.90 GFS=1097.82 cv GFS=1098..07 _ 80 S��P �, 1 .. 3 ✓p t FGF FF _10g8•g 99.5 FS 2 9ga0 n `� 96 �.F 4 -� S -P „ ROP t P - 9g•2 ` cs 00 'tF z 97.0 TG 97.3 TG 44 �,,-n © t . �� Q -10g8° S 8.08 2 3 ,.� cn cn cn 2 3 9fi.60 INV '� ..0.0268 0"^ ° •..... • I 96.30 INV 1 _ 4>, w t.,_ t1 w O0 S' f Fl,-NP ��t o fl0 0� D tt � Q � D N" �.�.. { STEP 4 52.60 LF y�~ 0 lr 88.08 cn 00 0o ao r` t t � t 9(;.01 0.1 ,.� 1 . v 04 w w rn cs, rn S=0.01 QO { t t Z g8. C 98.2 •3 FF OP 2 X0.0100 � � { ,,,,, � .5 � G ,, { 2�b r. -r- OP GAF 5 �G 62 97.2 N d- LO N { os 2% 6 GR cp �1. .S 9g 57 � 6 6 �G 9�' AC FL-HP 0000 cv •'" $,9� �`� FF 2 1 ;� 9 24 FS 98• ��s �G D �► � q { Z � 8 � F r 1O9 ,3 -n 88.9 4 � 9 9• FS 9g• � � � ! �' ❑ ! 98.07 t 9 g7 Og8 g8 6 FS �►, 2% g 1 g FS 5 8 9 0 10 6 DROP GFF 4" DROP AC tt as t �F pE-1 ,� 852 I00 \B-ALT/ { 2% 97. 1 TG 2 98.57 { � $ 4� 1 N �, 88.9 96.30 INV FF FF= ,.,,, ,�- ` ROp 1 JG M1 o °� �N W _..--""❑J .. _._.M.. _ _ _ w .__. r5 ._ . _._r. 1098.57 LO N { { [� f� GYS 8 D g$. 1N� g p,G 26 �G 97.3 00 00 X7.7 °9� S 2 6?4 e 98' P`G Z z L� r_ cn PE=1097.9 v, rn _ W -NP 64.E VG IG D FG FL HP �° FL g8 88.9 88.3 1�y g8• f,,.. _ . � �, �- m � __..,_ ,_ . w" ._ a I GPE=1097.4 -mac, 0 6 �S .97 _ �' 98.57 FF 98.57 FF 98.51 FS 98 98.3 `U; FG ;9 88.8 - •.v. __ N� �. re_�_.... � __..a}_ .. ...- D 2% 98.24 FS 98. 15 98.24 FS 2� { �I'. % 1 98.3 FF (t�1 G \. 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T-32-81 RESET 1987, A 2 1/2" DISK � A, �` O F RECOMMENDED BY: DATE: l v L IN CONCRETE WALK NEAR THE HORIZONTAL ��' Q �j� '�� PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR o� T INTERSECTION OF FRONT STREET AND � �+ RANCHO CALIFORNIA ROAD IN THE li; m ��� cG� PRECISE L.i I'S E GRADINGPLAN INSPECTOR d S I DEt�ALK OF A BR I DGE -OVER THE AS NOTED � No. 73744 TRACT 23992 - 2 <c G .9 MURK I ETA CREEK ON THE NORTHWEST * '*' - -- --- DATE: ?1271ZOIZ ACCEPTED BY: DATE: e� CORNER OF BRIDGE. VERTICAL �- GREG B LER ,�f AS 3 DATE COMPLETED ` qT CIVIC' a� MARK A. DOTY FBF ,�p� DIRECTOR OF PUBLIC WORKS/CITY ENGINEER °, OF SHEETS ELEVATION 1007.337' N/A CAL R.C.E. 73744BUILDINGS 50-52 R.C.E. 47109 z _