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GP18-044 TR37178 12/13/2019 Model Complex Precise Grading Plan Great Oak Rd, La Piedra Rd GENERAL NOTES IN THE CITY OF MENIFEE APN I. ALL WORK SHALL CONFROM TO THE REQUIREMENTS OF THE CITY OF MENIFEE GRADING 360-860-008 ORDINANCE---, CALIFORNIA BUILDING CODE APPENDIX J, THE CITY OF MENIFEE STANDARD DETAILS AND TOE TIHE CURRENT OSTANDARD SPECIFICAT ONIS FORUPUBLIC TWORKS DAND OCONSTRUCOTION H(THE ALL MODEL COMPLEX PRECISE GRA ING PLAN CONFORM DEVELOPER SOIL ENGINEER CIVIL ENGINEER 'GREENBOOK), THE RIVERSIDE COUNTY STREET IMPROVEMENT STANDARDS AND SPECIFICATIONS AND LENNAR HOMES LGC GEO-ENVIRONMENTAL, INC. RICK ENGINEERING COMPANY STANDARD PLANS: COUNTY ORDINANCE NO. 461: CALTRANS STANDARD PLANS AND SPECIFICATIONS: �, TR 37178 3 �- CONTACT: JARNNE GARDNER 27570 COMMERCE CENTER DRIVE 1770 IOWA AVENUE, SUITE 100 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. �% - ; 1- 1 980 MONTECITO DRIVE SUITE 128 RIVERSIDE CA 92507 2. A GRADING PERMIT SHALL BE OBTAINED FROM THE CITY OF MENIFEE ENGINEERING DEPARTMENT ; .,�.. �:: ; ... -GREAT OAK ROAD . �..,_.__ ^'_. _._ CORONA, CA 92879 TEMECULA, CA 92590 ATTN: NATHAN SMITH PRIOR TO START OF WORK. W PHONE: (800)509-4979 PHONE: (951) 297-2450 (951) 782-0707 3. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY OF MENIFEE PRIOR TO START OF o 0 I WORK FOR WORK PERFORMED WITHIN PUBLIC RIGHT-OF WAY. °C t ,,....,., ,� \\\ .\\ .,. 4. WORK IN PUBLIC STR ~ Q S ONCE BEGUN SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY !(t WORK R K T 0 B E DONE N E EET T P 0 SO AS 0 PROVIDE MINIMUM INCONVENIENCE TO ADJUST PROPERTY OWNE RS ERS AND TO THE TRAVELING Y ;;;„;;;;;,,,,, a I THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO PUBLIC. ESE \ \ � � BE DONE ACCORDING TO THESE 5. PRIOR TO START OF WORK, THE DEVELOPER SHALL APPLY TO THE CALIFORNIA DEPARTMENT OF N, PLANS AND THE SPECIFICATIONS AND STANDARD DRAWINGS OF THE CITY OF MENIFEE. J TRANSPORTATION FOR AN ENCROACHMENT PERMIT FOR WORK PERFORMED WITHIN THE STATE o Z BRADLEY RD Q RIGHT-OF-WAY. \\\\. \\ .\ \,\\\\\ ..\ t,,.. ° .�' J STANDARD SPECIFICATIONS: T - , a 1. CITY OF MENIFEE STANDARD SPECIFICATIONS 2014 EDITION 6. WHEN GRADING PLANS HAVE BEEN SUBMITTED TO THE CITY FOR CHECKING AND THE CHECKING . ..:: •4� Q ,: \ = 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2012 EDITION PROCESS HAS BEEN INTERRUPTED FOR A PERIOD OF ONE YEAR OR MORE, THE PLANS SHALL BE o -. ; w SITE W DEEMED ABANDONED. APPROVED GRADING PLANS FOR ALL SUBDIVISIONS SHALL BE DEEMED 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL r� ABANDONED IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS OF THE LATEST a - DEVICES, 2012 EDITION ES APPROVAL a. .,,.. .<... ;\ DATE (ONE YEAR FOR NON-SUBDIVISIONS). IF CONSTRUCTION IS INTERRUPTED FOR A PERIOD OF ONE g "` " `�" "�"'` \\ ` 4. CALIFORNIA DEPARTMENT OF TRANSPORTATION U.S CUSTOMARY STANDARD SPECIFICATIONS 2010 EDITION YEAR OR MORE, THE PLANS SHALL BE DEEMED ABANDONED. ABANDONED PLANS SHALL BE HAUN RD RESUBMITTED FOR REVIEW AND ALL FEES SHALL BE PAID IN ACCORDANCE WITH THE PLAN CHECK Q "t STANDARD DRAWINGS: AND PROCESSING POLICY PRIOR TO ANY PERMITS BEING ISSUED. 71 ABBREVIATIONS 7. NOTIFY UNDERGROUND SERVICE ALERT, (800) 227-2600, AND ALL CONCERNED UTILITY COMPANIES -,-' '� I. CITY OF MENIFEE STANDARD DRAWINGS, 2014 EDITION AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION ''�� � DISABILITIES ACT 2. COUNTY OF RIVERSIDE STANDARD DRAWINGS w AMERICANS W/ DISAB .................ADA 8. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE DEVELOPER SHALL a o ASPHALT CONCRETE.................................................. AC LEGAL DESCRIPTION WORK. THE DEVELOPER SHALL LOCATIONS FULLY VERIFY RES 0 SOB DE IOOR DAMAGESJOCCU SITE R DPRIOR T00 AI URECOMMENCING TO SEC 3, T. R. c TOWN CEN�TE AGGREGATE BASE ....................................................... AB LOCATE AND PRESERVE UNDERGROUND UTILITIES. HAND DIG AS NEED UNTIL CLEAR OF OBSTRUCTIONS. VICINITY MAP CUBIC YARDS ................................................................... CY PARCELS 9, 10 AND II OF PARCEL MAP NO. 36299-1 9. APPROVAL OF THIS PLAN BY THE CITY OF MENIFEE DOES NOT' CONSTITUTE A REPRESENTATION EXISTING ............................................................................... EX. TOPOGRAPHY SOURCE AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY N.T.S. FINISHED FLOOR ELEV............................................... FF UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES FINISHED GRADE ELEV............................................... FG THE TOPOGRAPHIC MAPPING WAS COMPILED FROM FIELD SURVEY CONDUCTED BY RICK TO ALL PAGES. FINISH SURFACE ELEV ........... FS ENGINEERING ON NOVEMBER 28, 2017. 10. THE CONTRACTOR SHALL CONTACT THE CITY OF MENIFEE PUBLIC WORKS INSPECTOR TWO WORKING .................................... DAYS OR 48 HOURS PRIOR TO CONSTRUCTION AT (951) 672-6777. INDEX MAP FLOW LINE ........................................................................ FL 11. A PRECONSTRUCTION MEETING WITH THE PUBLIC WORKS INSPECTOR IS REQUIRED PRIOR TO START 1''-:200' GARAGE FLOOR ELEV............................................... GF BENCHMARK OF WORK. GRADE BREAK................................................................... GB ELEVATIONS ARE BASED UPON RIVERSIDE COUNTY BM 600-25-68: ELEV=1495.886 (NGVD 29) 1970 12. RIGHT OF ENTRY FOR ANY WORK PERFORMED ON ADJACENT PROPERTIES IS REQUIRED. PERMISSION HIGH POINT.......................................................................... HP FOR RIGHT OF ENTRY SHALL 8E OBTAINED IN WRITING AND THE LETTER SHALL COMPLY WITH CITY ----------------------------------------------------------------- BASIS O F BEARING 13.FORMAT. INVERT ELEV.... IE RESPONSIBILITY TO PLANS MA N ANN WORK EwMIHINISSUANCE P 0 DOES T PROPERTY BOUNDARIESPERMITTEE DEDICATED COMPLETION 0 F WORK LEGEND LOW INVERT PO NTEV.....................................................................INP THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (NSRS 201U EPOCH 2O10.00, COUNTY OF RIVERSIDE, CITY RIGHT-OF-WAY. TRESPASSING ON PRIVATE PROPERTY IS AGAINST THE LAW AND CAUSE FOR ZONE 6 , AS DETERMINED LOCALLY BY A TIE BETWEEN CONTINUOUSLY OPERATING REFERENCE 1. REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF MENIFEE ENGINEERING i -�. MAXIMUM............................................................................ MAX STATIONS (CORS) 'BILL' AND 1P584' AS SHOWN HEREON. (I.E. N 17^07138' E) CANCELLATION OF PERMIT AND ISSUANCE OF STOP WORK NOTICE. DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF GRADING IN ACCORDANCE DRAINAGE SWALE .................................... 14. ALL REVISIONS TO GRADING PLANS, OR MATERIAL SUBSTITUTION REQUESTS, PROPOSED DURING WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE & FLOWLINE PADMIN E .............................................................................. MIN CONSTRUCTION SHALL BE SUBMITTED IN WRITING TO THE ENGINEERING DEPARTMENT BY THE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, SURFACE CONTOUR (EXISTING)............................ .. PAD ELEVATION .............N............................................ PE UTILITIES ENGINEER OF RECORD AND SHALL FOLLOW THE PROCEDURES FOR APPROVAL OUTLINED IN THE MOST DRAINAGE, ELEVATION, AND LOCATION OF PERMITTED GRADING ON THE LOT. POINT OF CONNECTION......................................... POC POWER: SOUTHERN CALIFORNIA EDISON COMPANY 800-227-2600 CURRENT CITY OF MENIFEE ENGINEERING DIRECTIVES. CENTERLINE ................................................. - - PROPOSED...................................................................... PROP WATER: EASTERN MUNICIPAL WATER DISTRICT 951-928-3777 EXT. 4830 15. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO SUBMIT A REQUEST FOR PERMIT EXTENSION TO 2. AFTER ALL WORK, INCLUDING THE INSTALLATION OF DRAINAGE STRUCTURES EXISTING TREES ............................................. :, RIGHT OF WAY............................................................. R/W TELEPHONE: VERSO- 951-929-9400 THE CITY ENGINEER IN WRITING PRIOR TO PERMIT EXPIRATION. EXTENSION AND EXPIRATION OF AND PROTECTIVE DEVICES, HAS BEEN COMPLETED AND REQUIRED REPORTS HAVE SEWER: EASTERN MUNICIPAL WATER DISTRICT 951-928-3777 PERMITS SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE AND/OR THE CITY OF -- SQUARE FEET ................................................................ SF BEEN SUBMITTED, THE PERMITTEE SHALL REQUEST A ROUGH GRADING 3 AC PAVEMENT ............................................ ! ;I CABLE: CHARTER 951-393-3146 MENIFEE ENGINEERING DESIGN GUIDELINES POLICIES AND PROCEDURES. INSPECTION FROM THE CITY OF MENIFEE BUILDING INSPECTOR. TOP OF CURB ................................................................. TC GAS: SOUTHERN CALIFORNIA GAS COMPANY 800-227-2600 16. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON THE CITY OF MENIFEE 4 AC PAVEMENT ............................................. RIGHT-OF-WAY AFFECTED BY THE DEVELOPER'S WORK. THE DEVELOPER SHALL KEEP CITY OF I TOP OF GRATE.............................................................. TG MENIFEE RIGHT-OF-WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT 3. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TYPICAL ............................................................................TYP. GRADING AND GEOTECHNICAL SPECIFICATIONS ALL TIMES. METHOD OF STREET CLEANING SHALL BE STREET SWEEPING OF ALL PAVED AREAS. MENIFEE ENGINEERING DEPARTMENT FOR APPROVAL WRITTEN FINAL THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE CITY OF MENIFEE GRADING CERTIFICATION OF COMPLETION IN ACCORDANCE WITH THE LALL GRADING SHALL BE DONE UNDER OBSERVATION AND TESTING BY A QUALIFIED CIVIL RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE MENIFEE CITY ENGINEER. APPROVED PLANS. FINISH GRADING SHALL BE COMPLETED AND INSTALLED ENGINEER OR GEOTECHNICAL ENGINEER AND, IF REQUIRED, BOTH A QUALIFIED CIVIL ENGINEER OR !7. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT INCLUDING OCCUPANCY. GEOTECHNICAL ENGINEER AND AN ENGINEERING GEOLOGIST. ALL GRADING MUST BE PERFORMED IN OF ANY CONSTRUCTION/GRADING. ACCORDANCE WITH APPLICABLE CITY ORDINANCE AND THE RECOMMENDATIONS AND SPECIFICATIONS FORTH IN THE SOILS CONSISTENCI�EER OF BETWEENORK TTHEWHO WORK PREPARED WT WITHIN D AND THE RIGHT-OF-WAY D THIS AND THE E ON-SITEG PLAN VERIFIED THE WORKCUT/FILL NOTES ENTITLED: REPORTTTITLE, PROJECT NAME, PROJOECT RT OICAL LOCATION, PREPARED EBYN(COMPANY SNAME)ON APPROVED SEPARATELY BY THE CITY OF MENIFEE ENGINEERING DEPARTMENT. MITIGATION MONITORING PROGRAM MEASURES DATED (THEIR COMPANY PROJECT NO.)] 19. A GEOTECHNICAL REPORT PREPARED BY A REGISTERED PROFESSIONAL SHALL BE PROVIDED. i. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN GLEANED AIR QUALITY OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. 2.ALL FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY 2. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, OR AS IV,C-I: APPLY NON-TOXIC SOIL STABILIZERS ACCORDING TO MANUFACTURER'S SPECIFICATIONS DENSITY AS DETERMINED BY THE MOST RECENT VERSION OF A.S.T.M. D-1557 OR AN APPROVED DRAINAGE NOTES DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. TO ALL INACTIVE CONSTRUCTION AREAS (PREVIOUSLY GRADED AREAS) INACTIVE FOR TEN DAYS ALTERNATIVE STANDARD. 1. EXISTING DRAINAGE COURSES ON THE PROJECT SITE SHALL CONTINUE TO FUNCTION. PROTECTIVE 3. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, OR AS OR MORE. MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT ADJOINING DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. IV.C-2: GENERAL CONTRACTORS SHALL MAINTAIN AND OPERATE CONSTRUCTION EQUIPMENT SO 3.AT THE COMPLETION OF THE GRADING OPERATIONS FOR THE EARTHWORK SHOWN ON THIS PROPERTIES DURING GRADING OPERATIONS AND SHALL BE APPROVED BY THE APPROPRIATE 4. MID SLOPE TERRACES AT LEAST SIX (6) FEET IN WIDTH SHALL BE ESTABLISHED AT NOT AS TO MINIMIZE EXHAUST EMISSIONS. PLAN, AN AS-GRADED SOILS REPORT, OR IF REQUIRED, AN AS-GRADED GEOTECHNICAL REPORT REGULATORY AGENCY. MORE THAN THIRTY (30) FOOT VERTICAL INTERVALS ON ALL CUT OR FILL SLOPES, EXCEPT WILL BE PREPARED. THE FINAL 'AS-GRADED' GEOTECHNICAL REPORT WILL BE SUBMITTED TO THE 2. DRAINAGE ACROSS THE PROPERTY LINE SHALL NOT EXCEED THAT WHICH EXISTED PRIOR TO THAT WHERE ONLY ONE (1) TERRACE IS REQUIRED, IT SHALL BE MID-HEIGHT. FOR CUT OR FILL IV.C-3: ELECTRICITY FROM POWER POLES RATHER THAN TEMPORARY DIESEL- OR GASOLINE- CITY. THE FINAL REPORT MUST ALSO BE REVIEWED AND SIGNED BY A CALIFORNIA CERTIFIED GRADING. EXCESS OR CONCENTRATED DRAINAGE SHALL BE CONTAINED ON SITE OR DIRECTED TO AN SLOPES GREATER THAN 60 FEET AND UP TO 90 FEET IN VERTICAL HEIGHT, ONE TERRACE POWERED GENERATORS SHALL BE USED TO THE EXTENT FEASIBLE. ENGINEERING GEOLOGIST. APPROVED DRAINAGE FACILITY. AT APPROXIMATELY MID-HEIGHT SHALL BE 12 FEET IN WIDTH. TERRACE WIDTHS AND SPACING IV.C-4: ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS ARE TO BE 3. MID SLOPE SWALES OR DITCHES ON 6 FEET AND 12 FEET WIDE TERRACES SHALL HAVE A MINIMUM FOR CUT AND FILL SLOPES GREATER THAN 90 FEET IN VERTICAL HEIGHT SHALL BE COVERED. 4.IF THE GEOTECHNICAL CONSULTANT OF RECORD IS CHANGED FOR THE PROJECT, THE WORK GRADIENT OF FIVE (5) PERCENT AND MUST BE PAVED WITH REINFORCED CONCRETE, OR APPROVED DESIGNED BY A PROFESSIONAL ENGINEER AND APPROVED BY THE CITY ENGINEER. SUITABLE SHALL BE STOPPED IV.C-5: SUSPEND EXCAVATION AND GRADING ACTIVITY WHEN WINDS (AS INSTANTANEOUS GUSTS) RESPONSIBILITY WITHIN THE AREA OF THEIR TECHNICAL TIL THE T HAS LCOMPETENCE FOR APPROVAL EED IN WRITING TO ACCEPT UHE PONEQUAL, NOT LESS THAN THREE (3) INCHES IN THICKNESS. A SINGLE RUN OF SWALE OR DITCH SHALL ACCESS SHALL BE PROVIDED TO PERMIT PROPER CLEANING AND MAINTENANCE. NOT COLLECT RUNOFF FROM A TRIBUTARY AREA EXCEEDING 13,500 SQUARE FEET (PROJECTED) 5. THE SLOPE STABILITY FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT EXCEED 15 MILES PER HOUR, OR WHEN DUST BECOMES A VISIBLE PROBLEM. COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE CITY WITHOUT DISCHARGING INTO A DOWN DRAIN. AND FOR SLOPES STEEPER THAN 2:1 (H:V) SHALL BE VERIFIED WITH A FACTOR OF SAFETY OF ENGINEER IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF GRADING. 4. INTERCEPTOR DRAINS SHALL BE INSTALLED ALONG THE TOP OF CUT SLOPES RECEIVING DRAINAGE AT LEAST 1.5 BY CALCULATIONS SUBMITTED BY THE SOILS ENGINEER TO THE CITY OF IV.C-6: REPLACE GROUND COVER IN DISTURBED AREAS AS QUICKLY AS POSSIBLE. FROM A TRIBUTARY WIDTH GREATER THAN 40 FEET MEASURED HORIZONTALLY. INTERCEPTOR DRAINS MENIFEE ENGINEERING DEPARTMENT. IV.C-7: ALL CONSTRUCTION EQUIPMENT SHALL BE PROPERLY MAINTAINED AS PER THE 5.THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN SHALL BE 3 FEET WIDE MIN. AND I FOOT DEEP MIN., AND SHALL HAVE A MINIMUM GRADIENT OF TWO 6. FILLS SHALL BE PLACED IN THIN LIFTS (8 INCH MAX OR AS RECOMMENDED IN SOILS MANUFACTURES RECOMMENDATIONS. CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN THE (2) PERCENT. THE DRAIN SHALL BE PAVED WITH CONCRETE NOT LESS THAN 3 INCHES THICK. REPORT), COMPACTED AND TESTED AS GRADING PROGRESSES UNTIL FINAL GRADES ARE REFERENCED GEOTECHNICAL REPORT(S) PREPARED FOR THIS PROJECT. 5. PROVIDE 4 FEET WIDE BY I FEET HIGH BERM ALONG THE TOP OF FILL SLOPES STEEPER THAN 3:1 ATTAINED. FILLS ON SLOPES STEEPER THAN 5:1(H:V) AND A HEIGHT GREATER THAN 5 FEET POST : TRUCKS SHALL NOT IDLE AT THE SITE FOR MORE THAN FIVE MINUTES. SIGNS SHALL BE SHALL BE KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. THE BENCH POSTED LIMITING IDLING TO FIVE MINUTES OR LESS. GRADING QUANTITIES 6.MI WHERE NECESSARY. UNDER THE TOE SHALL BE 10 FEET WIDE MIN AND 2' HIGH MIN. 6. MINIMUM BUILDING PAD DRAINAGE GRADIENT SHALL BE = I PERCENT IF CUT OR FILL IS LESS THAN NOISE 10 FEET, 2 PERCENT IF CUT OR FILL IS GREATER THAN 10 FEET. 7. NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN -. ESTIMATED CUT: ................................................................................................................................................................................. 600 CY 7 THEGROUND IMMEDIATELY T T G F ND HOURS I. THE CITY SURE THAT CONSTRUCTION ACTIVITIES ARE REGULATED TO ESTABLISH .................................................... 600 CY ft DADJACENT 0 THE BUILDING FOUNDATION SHALL BE SLOPED AWAY AT 12 INCHES IN ANY DIMENSION SHALL BE BURIED OR PLACED IN FILLS. ESTIMATED FILL: ............................................................................................... 2% MIN. TO 20% MAX. FOR THE FIRST THREE FEET, AND 1% THEREAFTER. SWALES SHALL HAVE A 1% B. STOCK PILE REQUIREMENTS: CASQA BEST MANAGEMENT PRACTICE, CONSTRUCTION, SECTION HOURS IV OPERATION IN ORDER TO PREVENT AND/OR MITIGATE THE GENERATION OF WM-3 - STOCKPILES WHICH HAVE NOT BEEN USED FOR 14 CALENDAR DAYS SHALL BE EXCESSIVE OR ADVERSE NOISE IMPACTS ON SURROUNDING AREAS. (REFER TO GENERAL PLAN AREA OF GRADED/DISTURBED SITE: ............................................................................................................................... 24,820 SF MIN. SLOPE. STABILIZED THROUGH THE APPLICATION OF SOD, SEED, AND ANCHORED STRAW MULCH, OR POLICY N 12.2.) $. RESIDENTIAL LOT GRADING SHALL CONFORM TO THE CITY OF MENIFEE STANDARD PLAN N0.300. TOTAL ACREAGE: ............................................................................................................................................................................... 24,820 SF 9. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN CITY OTHER APPROVED STABILIZATION MEASURES. IV.H-3: THE CITY SHALL REQUIRE THAT ALL CONSTRUCTION EQUIPMENT UTILIZES NOISE INSPECTION CLEARANCE BEFORE PLACING CONCRETE. 9. WHEN MATERIAL IS BEING IMPORTED FROM AN APPROVED PERMITTED BORROW SITE, THE REDUCTION FEATURES (E.G., MUFFLERS AND ENGINE SHROUDS) THAT ARE NO LESS EFFECTIVE NOTE: GRADING QUANTITIES SHOWN ARE RAW QUANTITIES FOR PERMIT PURPOSES ONLY AND 10. RIPRAP SHALL BE GRADED STONE WHERE THE AVERAGE SIZE (D50) IS THE SIZE WHERE 507. OF AFTER TOPOGRAPHICAL SURVEY OF THE EXCAVATED PORTION OF THE BASIN SHALL BE THAN THOSE ORIGINALLY INSTALLED BY THE MANUFACTURER. (REFER TO GENERAL PLAN POLICY ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE RIPRAP BY WEIGHT IS SMALLER. SUBMITTED ALONG WITH ROUGH GRADING CERTIFICATE(S). N 12.4.) 11. THE FORMULA FOR THE D50 STONE SIZE IS AS FOLLOWS: D50 = 0.0IOV2.44 WHERE V = MEAN 10. HAULING AND/OR STOCKPILE PERMITS MAYBE NOT BE COMBINED WITH A GRADING PERMIT. IV.H-4: WHENEVER A CONSTRUCTION SITE IS WITHIN ONE-QUARTER (1/4) OF A MILE OF AN 2 016 C B C GRADING NOTE CHANNEL VELOCITY IN FPS OCCUPIED RESIDENCE OR RESIDENCES, NO CONSTRUCTION ACTIVITIES SHALL BE UNDERTAKEN 12. THE RIPRAP SECTION SHALL CONSIST OF GEOFABRIC PLACED ON 12 OF COMPACTED SUBGRADE TO DECLARATION OF RESPONSIBLE CHARGE THE ENGINEER OF RECORD HAS DETERMINED THAT CONSIDERING THE SITE CONDITIONS INCLUDING 90% RELATIVE DENSITY, 6' OF AGGREGATE BASE AND THE RIPRAP PLACED TO TWICE THE THICKNESS BETWEEN THE HOURS OF 6:00 P.M. AND 6:00 A.M. DURING THE MONTHS OF TUNE THROUGH THE SOIL AND CLIMATE, THE PROPOSED SITE DRAINAGE SLOPES SHALL BE SATISFACTORY AND OF THE D50 STONE SIZE TO THE HIGHER EVEN INCH. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE OC OBER T AND BETWEEN THE HOURS OF 6:0E P.M. AND 7:TW A.M. DURING THE MONTHS OF DO NOT WARRANT THE MORE CONSERVATIVE REQUIREMENTS SPECIFIED BY THE BUILDING CODE. 13. RIPRAP STONE SHALL COMPLY WITH THOSE PROVISIONS OF SUBSECTION 200-1.6 OF THE STANDARD EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN WRITTEN THROUGH MAY.. EXCEPTIONS IA THESE STANDARDS SHALL O ALLOWED ONLY WITH SPECIFICATIONS. SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS WRITTEN CONSENT OF BUILDING OFFICIAL PER THE COUNTY S NOISE ORDINANCE. (REFER TO THE NOISE ORDINANCE.) 14. AGGREGATE BASE SHALL CONFORM TO NUMBER 2 GRADATION AS PROVIDED IN SUBSECTION 400- CONSISTENT WITH CURRENT STANDARDS. 1.3.2 OF THE STANDARD SPECIFICATIONS. IV.H-5: DURING CONSTRUCTION, BEST EFFORTS SHALL BE MADE TO LOCATE STOCKPILING AND/OR SHEET INDEX 15.,ROCKS FOR GROUTED RIPRAP SHALL BE A GOOD QUALITY BROKEN AND/OR RIVER RUN ROCK. THE 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY TITLE SHEET .................................................................................................................................................................. VEHICLE STAGING AREAS AS FAR AS PRACTICABLE FROM EXISTING RESIDENTIAL DWELLINGS. ------------------------------------------- � SMALLEST DIMENSIONS SHALL EXCEED 3 INCHES AND THE LARGEST DIMENSION SHALL NOT EXCEED 18 OF MENIFEE IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF DETAIL SHEET .......................................................................................................................................................................................................... 2 INCHES. THE LARGEST DIMENSION SHALL NOT EXCEED 4 TIMES THE SMALLEST DIMENSION. WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. IV.H-6: THE OPERATION OF CONSTRUCTION EQUIPMENT THAT GENERATES HIGH LEVELS OF MODEL COMPLEX GRADING PLAN ................................................................................................................................................................ 3 16. THERE SHALL BE A GROUT BED OF AT LEAST 2 INCHES BENEATH THE FIRST LAYER OF ROCK. VIBRATION, SUCH AS LARGE BULLDOZERS, LOADED TRUCKS, AND CAISSON DRILLS, SHALL BE EROSION & SEDIMENT CONTROL PLAN ............................................................................................................................................... 4 ALL THE VOIDS BETWEEN THE ROCKS SHALL BE FILLED WITH GROUT. MAXIMUM SPACING BETWEEN PROHIBITED WITHIN 110 FEET OF THE EXISTING OFF-SITE SINGLE-FAMILY RESIDENCES ALONG THE 2�� ROCKS SHALL BE 2 INCHES. .9 WESTERN BOUNDARY OF THE PROJECT SITE DURING CONSTRUCTION. INSTEAD, SMALL 17, SURFACE ROCKS SHALL BE IMBEDDED FROM 1/2 TO 2/3 OF THEIR MAXIMUM DIMENSION. NATHAN C. SMITH DATE RUBBER-TIRED BULLDOZERS SHALL BE USED WITHIN THE 110-FOOT BOUNDARY DURING GRADING R.C.E. 74754 OPERATIONS. ALL LOADING/UNLOADING OF EXPORT/IMPORT SHALL OCCUR OUTSIDE OF THE NOTE: WORK CONTAINED WITHIN THESE EXP. DATE 12/31/19 110-FOOT BOUNDARY PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT AND/OR GRADING WDID*: 8-33C376848 PERMIT HAS BEEN ISSUED. ENGINEER SEAL OmL.L. ■EPORE YOU Die 1770IOWAAVENUE-SUITE100 I SCALE: AS SHOWN CITY OF MENIFEE ;""`� SHEET NO. a REVISIONS , Avaid cutting underground • RIVERSIDE,CA 92507 ENGINEERING DEPARTMENT CITY OF MENIFEE utility I4nes. It's costly. SHT.: DESCRIPTION DATE BY APR (FAx)9510782.0723 DESIGN: NSG C a L L 2 t�f ENGINEERING DEPARTMENT i '. ' � .I ENGINEERING COMPANY � San Luis Obispo Bakersfield-Saaamenro Phoenix nTucsom ��� Riverside San Diego - Oran - bis o- h n v� � � DRAWN: NSG JONAT AN G. SMITH RICE 61253 DATE I No. 74754 = DIRER OR OF PUBLIC WORKS/ EXP. 6/30/19 MODEL COMPLEX PRECISE GRADING PLAN PREPARED UNDER THE SUPER IS N OF CITY ENGINEER TRACT NO. 37178 I - Exp. 12-31-1s CHECKED: NCS 1 -- - fi OF 4W CIVi APPROVED: NCS THE TOWNS Ct 1-800-227-2600 -fi-- N R.C.E. 74754 DATES CF Ck0f DATE: 09/20/2018 ' �BER za�,: GP18-044 THAN C. SMITH RECOMMENDED BY: ATE TITLE SHEET o G:\18166\C1vil\ModeIComp1ex PGP\18166pgrdO Ufle.dgn PLOT DATE: 04-FEB-2019 JN 18166 __ _ _ II GREAT OAK ROAD _._ _. , i i SCALE: 1"= 10' ... 31.93 FS _ .,t..- ,_ .,, _... ,....._- - 20 I�,I.I I�I��,�������I 1�.I,,I.I.-."I,�.�,L��,�,�.�.�..�...-.L.1II�.LLLLLL,.LLLLLLI,ILLLLLLLLLI.�I1�.�����.������������������������.1������� ��.��.0 VmI..�:���.iI.l l,,-I.I,I I�I.I-,II.IN.-�.-.I.I-1.",-�.11,.-�,I"1-\-1,k"�.,���IA,��ItIiftitIit:zz:;tz!;ttzz�:zi::z�zz�zzz:itit:�tt::.zz:;;::ziz!zz::tz;��ztztz��z;;zt�zI�i�It�IzIIIItiizI�i�ttt:zz�1ttI:I;zzi:z:zz%ttizIIt:;zzzz;zzz;�IL:.:z:'zzzzzzt:z.zztz:zzt::z�:z::zzztz�t1ztz�;::::tz:��:::�:t:�:�tztt�:�:�:I�zIzztz.tt�:�:�::�ttt��t�::z�zzzz2zzz:I.zi..ttt1...z:t:ttz:i:tttztzzzz�zz:::�:z�tt�" --.,"\.t,"�"v.,." ,.I. -.�\�...I-�z.'LLILLLLILLLLLIII�.I�II�������.L 1.z 1-�I-,1"-�.1�,--L-I����...�....��0:��I. 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FL 31.82 FS �� PACKING PER STREET 3"AC (FUTURE BLDG 40k 31.39 FS 10 TYP, �' LANDSCAP LANDSCAPE 31.89 TC $ 10 TYP, o 11 ��'+ IMPROVEMENT PLAN 12.0' 63.0' 10 TYP, 4.0' ISABLED 7 PARKING STALLS 9` 9.0 5 9,0 ' SIDEWALK PARKING 11 12 TYP, 12 TYP, 12 TYP. 6.: t r' W . .L I- : - C _._.. :.'.I1:I1--I-I,�:I.,i�11�1,I...-",-�..-I11.-..-"Ij.'.'- III I,\k7Pr.----!l.1�]I!-"�1,:!,."-1,I�\ ...II...,,f Iz�--.�.-.1::z!z::z:z:zztz.t�..Itt.,z, ,i1.,1H . �., ' : < \� i f n 31.23 FS 31.30 FS 31.33 FS 31.38 FS 11 0.5% 0 31.64 FS 31.5 FL 31.3 FL EXISTING SIDEWALK 6' C 6"CUR ., 6 CURB URB B 31.59 FS y `,,31.8 FL r -�� 31.25 FS 1 31.28 FS 31.56 FS 21.0' 31.70 FS , � 12.4 C SECTION C / 31.49 FS I - 1 31.00 G 31.54 FS o'� 31.60 FS N.T.S. © i28.53 IE 0 p 31.30 TG/LP©1 . 31.46 FS 31.15 TG/LP 21 2.3% 31.6 FL/HP 1.0% 0/ 31.00 TG - 29.10 IE 29.70 IE - - - - r 28.50 IE 31.6 FL/HP 1 5/ O 1.6/ 31.5 FL-��` R/W H=2.5' - N 31.9 FG PROP OSEQ ADA 32.0 FIG FF=32.63 �; ,� PE=31.96 I 14 COMPLIANCE RESTROOM CITY HALL 14 CS D TAIL SH T 2 5.7 7 4.0 DRIVE 18 SD PER � ....... ..... ... ... ...... PER STORM I 47' 3.0' SWALE SIDEWALK SWALE DRAIN PLAN 31, FL CONSTRUCTION NOTES 1 25' 22' DRIVEWA 3"AC 4"AC Q1 INSTALL TRUNCATED DOMES PER DETAIL 1 ON SHEET 2 11 INSTALL 2"x6"REDWOOD HEADER 18.0 20 SWALE V. MIN• FF=32.83 U2 CONSTRUCT SIDEWALK PER CITY OF MENIFEE STD. 401 12 INSTALL CONCRETE WHEEL STOP PER DETAIL 12 ON SHEET 2 PARKING py MAX. PE=32.16 1% 1,5% MIN. 28.38 IE U3 CONSTRUCT TYPE 6A CURB PER CITY OF MENIFEE STD. PLAN NO. 202 13 PLACE MIN 0.33' AC OVER MIN 0.50' CLASS II AB STALL 1% --" 2X MAX. 2'�•,MMp)I- 18 SD PER 1% PATIO I PER STORM � CONSTRUCT MODIFIED TYPE C CURB AND GUTTER PER CITY OF MENIFEE STD. 212 14 INSTALL 6' SCREEN VINYL FENCE PER LANDSCAPE PLAN 2x MIN MZN• .d- 57 MIN. 2i DRAIN PLAN I 28.36 IE AND DETAIL 5 ON SHEET 2 15 INSTALL UNAUTHORIZED VEHICLE SIGN PER DETAIL ON SHEET 2 20j MAX. 20'/• MAX 20% MAX. 2D. Mq• 6 INSTALL ACCESSIBLE PARKING SIGNAGE PER DETAIL 6 ON SHEET 2 2% MIN X POC PER STORM O ©0 6-PVC STORM DRAIN PIPE (0.5% MIN. SLOPE) PROP. 6' SCREEN 20% MAX. DRAIN PLAN 7 PLACE TEMPORARY 3"AC OVER NATIVE SOIL D SECTION E ©1 6 PVC INLET WITH ATRIUM GRATE VINYL FENCE - N.T.S. NOTE: WORK CONTAINED WITHIN THESE -,1,..'.�-�.1X-,.ft-.-I�-'l.-,.'-I:.-,'l.-.�I.I,I.:,I.I1-'".11I.:-.,,I.I1.Ix--.-�II.I,,--.I�-5.�-.-,.I--.�--I-,�I-I�.�---/-LL"-�II.I�r­.-��-..L�11...'L...-�.-..L.LLL.-..`-r111..L...L'LLLL­.I.1.:-�,.-..LL.'LL'--.. -.....��'...'LLLL11.-�1,1"-:����,.-..L..LLLLLI'...11..'...LLL1..L 11':..,.-...L.LL..'-,.-�1"1.....�1'...LL-L1".. :��..,.-......LLL.'-I..1..-...'...LL,1I1.1-,.1,.-......LL.....1.1.,-1..I'...:..I--.i.�,-I.,.-.....L..,1I.11..I'...'L...v�,��.��-,.L......LL.I..1.-..'...LLLI.,.1-:.,.".....LLL.....9,7'111�-..'....L...""..1:1]-"..-1,,......'.....,"..,1..1'...-.....II..,-...,.'....'�.....I''..7,.:I'...L....:l,�..75 1 I.�......."IIlI... :II1."-,11-7-:1-.''lI:��",1..'11,�l I I..-.'lII t.-I,I:�1.I\�8-I,�,-II I--.."I-'-�O'"-L.��1L.'-1'I�1 2�L �-LLL.-LL�A�--.'LL-.IL.LLLL---.LLLLLLLT-�..LLL�-..L'LLL"-...-LLLLL��-I..L'LLL I.L.\"�L1LLL'.:..1.1.4.-1,I-��LLL'..-:L.L 1:-.:L'.:LL.-..:L'.L/II 1 LL�'.�..r':L�...L).L L.'I�LL 1 �-...'L:....I1L I F �-....'LLL.,.��:��.I....LL1I\�-"....LL......LI-.-...L,:I..I.L:I ���-..LLI--�1..-..,.I.LL II'.I,.,11-,LI],1..1.'.1.1....L'II CII,'1.-IIl I1IIl 1,I,l I '-��-��L i�����LLILL'����L,- -���.�:LLLL.L/ .�-����LLLLL1L­..�-���LLLL"..�����LLLLLILL-.-����-�ILLLLLLL.LLL.t ,,�...�����LLLL,.LLLLLLL.\ -..I-�.....�.LLLL,L.LL.....�.......,..1LLLLLLL,.L'..*..,..�...1LLLLLLLIL.'......, ,.....�....LLL.L..."1...�.1L.....".r....1�...L.LL,'. -""-1..�..�I1LLLLL-1-L.......,.1...�.�.LLL-.�.".1.......LLLLLLL.......-.�.-.......LLLL.../j"".......'L.I........- 'I.I.1)LU.,1 II.I"IIIII1 ,,'"I,':i ,\LL I� \ 12- �.I�.-/..I-IEII lV l. .I-I�:1 3 1:0:jI O",_"--j�_4 t -],-�'.7 .I.."..I /I ® INSTALL ISA PARKING SYMBOL PER DETAIL 8 ON SHEET 2 © 6'Sc6"TEE FOR 6-STORM DRAIN PIPE EX. CURB AND GUTTER PLANS SHALL NOT COMMENCE UNTIL Q9 INSTALL 4-WIDE BLUE PAINT STRIPES PER ACCESSIBLE PARKING STRIPING DETAIL 9 ON SHT 2 © 6"45° BEND IN STORM DRAIN PIPE #, AN ENCROACHMENT AND/OR GRADING 10 INSTALL 4"WIDE WHITE PAINT STRIPES WDID . 8-33C376848 A..j'II1 PERMIT HAS BEEN ISSUED. ■scow■ you eao REVIS{ONS RIME SDEAVEEN9E--SUITE100 ENGINEER SEAL CITY OF MENIFEE AVO:d oul '""d'o�l�""d RIVERSI 707 I SCALE: _-AS SHOWN_-- _ ENGINEERI DEPARTMENT '°j"` . '_,�. . . 1. . \I ` CITY OF MENIFEE SHEET NO. umrrey Itn«. 1t. o SHT. DESCRIPTION DATE BY APR (FAXM1.782.0723 /j Ca :-. .� rickengineering.com S r7 Ii\ \ ;-; , ENGINEERING COMPANY � � "": ,I ENGINEERING DEPARTMENT � DESIGN• NSG :. � o� 'A Riverside San Diego - Orange-San LuisObispo-Bakersfield-Sacramento-Mol-Tucson DRAWN: NSG ATHAN SMITH RCE 61253 DATE I �► No. 74754 = " ECTOR F PUBLIC WORKS/ EXP. 6/30/19 \ 11 \ MODEL COMPLEX PRECISE GRADING PLAN • PREPARED UNDER THE SUPERVISON OF Exp. 12-31-18 CHECKED: NCS CITY ENGINEER c TRACT NO. 37178 3 of 4 Z/� 'l CIVi�- APPROVED: Ncs THE TOWNS °� t �rF F�� 15 1-8m- -2600 NA AN C. SMITH R.C.E. 74754 DAT Q`` � DATE: 09/20/2018 RECOMMENDED BY: DAT °eR'.aa > MODEL COMPLEX PRECISE GRADING GP18 044 0 G:\18166\Civ1i\Mode1Comp1ex PGP\18166pgrd03.l PLOT DATE: 04-FEB-2019 JN 18166