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Rough Grading & Erosion Control
GRADING NOTES RAS RpAD 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF UNIFORM BUILDING CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 93.04. TRACT NO 24183 ROAD 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE ' SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM 'y4 �� U) OF 2' FROM THE TOP OF CUT OR FILL SLOPES. dN •c� 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . ROUG11 GRADING PLANS �Q2 � VIA RAMI� o � 4. PROVIDE 5> LO PAUBA WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ccLn Li AB� a 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SA ROAD o SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ¢ q PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS w� w l w o � OVER 1 ' DEEP. 0000 o 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA � ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH _ --- q GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO _--`"--� 1 G� P10 PICO �9y ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, �� � ' ��_-- 15s �° RD. GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TFiAC-4 � 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG J�..-' 47 , /� 18)) CAMPANULA. TOP OF CUT SLOPES. .� •r HWY. 79 WAY � .--.- �... 48 46 � 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN r. _ 0 �p0 .-- r (`' � � ,. � ,.• 4 i I � TO SAN DIEGO ONE FOOT. J ✓ r _ _ _`- s4 _ , JECT SITE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 24 1318 _ r R A CT -� ._'- 49. 44 THE PRELIMINARY SOILS INVESTIGATION BY: �� r '" J ' ..� 85 g3 50 43 11 CONVERSE CONSULTANTS DATED APRIL 26. 1996. --� ��_.� �_ SHS ��' -- " 8s C) �I ET � � ..._-- $2 51 42 VICINITY MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE i ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- -----�-�� ` --- '� -- -�f 88 a7 81 W NOT TO SCALE �" 41 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- _ --_..�� _..�-...--- � may. 89 (o , ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 156 '`~-- _--.- "` 0 80 53 4r 40 1-56--_ - 91 79 � �---- �..___ -____ -____ ( 39 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING92 78 54 t. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE ' 3 77 38 LEGEND 55 ,~ 7s REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 154 94 / TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 112do95 74 75 56 ,o /` % �� EACH LOT. ' I 111 GRADING SETBACK LINE - - - - - - - - - - - -- 110 73 57 � f � 113 109108107 98 97 9 72 58 � 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ' 1 105 104 103 10 `� 71 59 �► ` ' � •� ` EASEMENT LINE SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL �1 114 70 61 60 36 Y BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE ' n 115 111 OR STREET fi3 62 35 ;.' � ' ` TQP OF SLOPE T.S. FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT O { 64 34 EXISTING CODE SECTION 17.06 (RESIDENTIAL) , 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR 0 '51 11 s 138 139 141 150 1 1 152 66 fi5 33 /', 72" RCP T.C. ' � 142 147 148 149 67 32 , ' ,r'` ,f TOP OF CURB TO THE APPROVAL OF FINAL INSPECTION. 143 144 145 146 6 68 31 f/` W '� 117 137 �� 30 ,.��� G� � 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 2q v FLOW LINE F.L. ' W 28 I � 24 RCP BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS �� oc 124 27 MATERIAL. r' �' 119 136 153 PROPOSED 25 26 .��' _ '`� HIGH POINT H.P. J J-3 A �✓- 135 18 RCP 23 24 - Py 13. IF STEEP SLOPING TERRAIN OCCURS UPON WICH FILL IS TO BE PLACED PROPOSED - r - ~~ 120 0 125 .0 30" RCP 21 _ FINISHED GRADE F.G. THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL ,J 17 � 134 7 _.~ � 126 � ST. 19 � -- .- r..- _ SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED l 121 133 17 ...... _ - �► _ FINISHED SURFACE F.S. ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. ` , 122 W 127 1 16 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF �� 132 123 128 0 1 :_ PM�� FINISHED CONTOUR 1190 _ - - G PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL d1 131129 1a SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO , ,� v1�► 12 13 �� - -- r - EXISTING CONTOUR •-"' 1190 ADJACENT PROPERTIES. 130 11 XISTING »0000 r CUT / FILL LINE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 1 9 1 Q - EXISTING 18 RCP ,��J r BY THE DIRECTOR OF PUBLIC WORKS. \� 7\ 8 EXISTING " RCP LOT NUMBER 2 .-�g 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONT I NUE PROPOSED 3 s _.�"'; ��' 84" RCS TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 24" RCP \, 4 5 %' 010000 PAD ELEVATION 1190.0 MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO �. N. PROPOSED I ,, ' f S� FILL SLOPE PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 30" RCP / 0000 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS 155 ,' f / �00 ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPART- ` ,(' '� INDEX MAP CUT SLOPE _T MENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. EXISTING SCALE: 1 " = 200' - - L ' 30„ RCP PROJECT BOUNDARY ... .. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ,� PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- PROPOSED SANDBAGS TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION LEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED,THE ACTUAL - __ 36" f ' - - -- 36" RCP DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. - / �� EXIST. STORM DRAIN . _. - - �- _._ �m ....�..�_..._..-_..� _. _ .._.__.._. RCP 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE _.._.�- ___ _- � C 0 NS TR UC TI O N NO TE PROPOSED STORM DRAIN 8~ PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES � � � OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE -�_�- INSTALL SANDBAGS 2 ROWS HIGH -- PER PLACEMENT PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS ---�� Tr-iAEXISTING ` 1 SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 84" RCP �\, � DETAIL ON SHEET 2. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 2� /I - � \\ � O EXISTING IRRIGATION CONTROL VALVES � f J� \ \\ � TO BE PROTECTED IN PLACE. IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER REFERENCE DRAWINGS `, 10.R. EXISTING STREET LIGHTS TO BE - MEADOWS PARKWAY LD 99-07200 PROTECTED IN PLACE. SOILS ENGINEER EARTHWORK QUANTITY ESTIMATE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT CAMPANULA WAY LD 96-06000 Q CONSTRUCT DOWNDRAIN TO PIPE TRANSITIONAL LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. DE PORTOLA ROAD LD 96-06000 STRUCTURE PER DETAIL ON SHEET 2. CUT FILL EXISTING TERRACE DRAIN AND DOWNDRAIN CONVERSE CONSULTANTS QUANTITIES 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE Q5 10391 CORPORATE DRIVE r PER 96-083 GR TO BE PROTECTED IN PLACE. REDLANDS, CA 92374 RAW 34,300 C.Y. 47,800 C.Y. PERMITTED. EXISTING - � 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR Q S ING 8 SUBDRAIN PER LD96 083 GR (909) 796-0544 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. LEGAL DESCRIPTION TO BE PROTECTED IN PLACE. TOTAL IMPORT = 13,500 C.Y. O7 EXISTING 6" SUBDRAIN PER LD96-083 GR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE PARCELS 49 k 50 AS SHOWN BY PARCEL MAP NO. 23432 TO BE PROTECTED IN PLACE. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- ON FILE IN BOOK 159 PAGES 38 THROUGH 61 . 8 EXISTING FIRE HYDRANT THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE INCLUDE RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON TO BE PROTECTED IN PLACE. OWNER.ZDEVELOPER UNADJUSTED GROSS VOLUMES AND AN OPINION OF THE E REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEDEFFECTS OF SCARIFYING OVEREXCAVATION RECOMPACTION a TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Q INSTALL FLOW-BY CATCH BASIN PROTECTION PER DETAIL ON SHEET 2. NEWLAND ASSOCIATES, INC. SHRINKAGE, SUBSIDENCE OR OTHER FACTORS. THESE FACTORS ARE ASSESORS PARCEL NUMBERS- INSTALL 27393 INEZ ROAD, SUITE 230 SUBJECT TO FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE SUMP CATCH BASIN PROTECTION TEMENCULA CA 92591 PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE ONLY. rn 950-002-023 k 950-002-024 PER DETAIL ON SHEET 2. 1 (909) 694-5572 SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT INSTALL SANDBAG VELOCITY REDUCERS o Q METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING PER DETAIL ON SHEET 2. OPERATIONS, NOR CAN THE CIVIL ENGINEER GUARANTEE THE Underground Service Alert BENCH MARK EXACT SOIL COND I T I ONS OVER THE ENTIRE SITE, THE CIVIL 01111 ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL Robert Bein, #'illiam Frost do Assw ates COUNTY of RIVERSIDE B.M. NO. T-1 81 EL=1026.428 SOURCE of TOPOGRAPHY BASIS OF BEARING NOTE S HEET INDEX EARTHWORK QUANTITIES. o PROFESSIONAL ENGINEERS, FLAMERS x SURVEYORS 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES a 27555 YNEZ RN, SIE. 400*MECLU CA. 9259 ROBERT BE I N, WILLIAM FROST k ASSOC I ATES THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 AND FRONT ON HWY. 79 FROM INTERSECTION MAIN 27555 I NEZ ROAD, SUITE 400 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 1 TITLE SHEET OF EARTHWORK FOR THE PURPOSES OF BIDDING CONTRACT o AND FRONT STREET IN TEIiECULA 53.3 SOUTH OF � � a -800-422-4133 CENTERLINE HWY. 79, 3.2' EAST OF GT POLE (GT 2453) TEMECULA, CA 92591 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. 2 DETAIL SHEET AND CONSTRUCTION. 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. (909) 676-8042 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL 3-6 ROUGH GAD I NG PLANS z 75580 AND P.P. 75581 ON LINE WITH OLD FENCE LINE DATE 3-24-99 FIELD SURVEY DATA MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE 7 EROSION CONTROL PLANS RUNNING N. k S. SET FIBERGLASS WITNESS POST 1' COUNTY, CALIFORNIA, BEING NORTH 16-56'06" WEST. 0 TWO WORKING DAYS BEFORE YOU DIG SOUTH OF MONUMENT. L D 9 9-0 91 G R a DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D OWNER/DEVELOPER SCALE QWESSIO Drawing No. "�� R. FALLON A. JIMENEZ M. TYLMAN RECOMMENDED BY: DATE: CITY OF T DEPARTMENT of PUBLIC WORKS a NEWLAND ASSOCIATES, INC. ��� �F.�- A. Ty Contractor HORIZONTAL ,�`� �� �� � PI ans re ed Under The Su ery i s i on Of �' 27393 INEZ ROAD � P ACCEPTED BY: DATE: SUITE 230 AS SHOWN � No.43090 DEPUTY DIRECTOR OF PUBLIC WORKSROUGH GRAD T l�+ o Inspector TEMECULA, CA 92591 EXP. 3/31--00 , Date: � RONALD J. PARKS I NG PLAN `� I Y 1�- `! M I CH EL A. YLMAN '�..,. a;;a;� cr (909) 694-5572 VERTICAL r C Date Completed ATTN. DEAN MEYERS 'lF �0�� 43090 3--31-00 f . TRACT 24183 a N/A OF �k R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 rf 1989- � `'�• SHEET 1 OF 7 i STREET Row 3" MIN. OPENING NOTES SANDBAG SPACING TABLE EROSION CONTROL PLANS -- GENERAL NOTES CC BETWEEN BAGS 20' 10 15' ON TOP ROW 1 . GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS STREET GRADE LENGTH 1 . EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING SEE PLAN AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY THE RAINY SEASON, FROM OCTOBER 15TH TO APRIL 15TH. APPROVED '5 ULTIMATE VARIES o w _-_M SENSITIVE TO SEDIMENT DEPOSITION. [4% 200' MAX. PLANS ARE REQUIRED FOR ALL ROUGH GRADING. I a z -_=_-_- -_==� -��,.-_- -W W_-_- --- - - 4% TO 9% 100 MAX. T.C. ELEV. FINISH PAD ELEV. - - - - DEAN A+EYERS NEWLAND ASSOCIATES SEE PLAN 2'TO 6' SEE PLAN _�� _T T �___ ___ ��r�-W- _��-_-_- GRADE °-- � __ _ __ _ ---- - 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS >9% 50' MAX. FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE 2. IN CASE OF EMERGENCY, CALL AT % 1 p;� MAXI _' ,�,�,� ,�/�/�/\ ,� ,� ,� ,� ,� ,� ,� ��r�r�i�r ,� r� r� r� r� r� r� AS SHOWN ON ABOVE TABLE. (909)694-5572 - � � 2: 1 MAX. I N I SH GROUND 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND SECTION CC-CC . 1/2 INTERVALS INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANSIF �`�` '`�`' - ( � ROUGH GRADE cc NOT TO SCALE REQUIRED) . ....� - 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT SECTION X- X SANDBAG VELOCITY REDUCERS - ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE I C.F. AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO NOT TO SCALE 11 NOT TO SCALE FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS I IMMINENT. DIRECTION STREET 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE LOT LINE OF FLOW I CITY ENGINEER. F.L. ELEV. 1 . 5' 4450 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 2 SANDBAG PER 40%. 1 ' DETAIL "B" UPPER PAD ���� 1% NOW. C.F. 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK TOE OF 2 ` \. BERMS, SILT FENCES, AND DES I LT I NG BASINS, ETC. SLOPE is �� ND ----- ____ HI 8. GRADED AREAS AROUTHE TRACT PERIMETER MUST DRAIN AWAY FROM THE LOWER PAD I� R/W FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. I I ' CUT SWALE A 1% INTO MAX. 2PAD AS SHOWN A LEFT ` SPACING TABLE ABOVE INTERVALS PER SANDBAG 1 �_ � 9. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY �- PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. SECTION Y- Y NOT TO SCALE - TYPICAL BERM DETAIL TYPICAL STREET SANDBAG PLACEMENT DETAIL 10. THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS FOR REAR PAD & TOP OF FILL SLOPE lTO THIS PLAN AS DEEMED NECESSARY. FOR GRADED STREETS 11 . INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER NOT TO SCALE NOT TO SCALE INFORMATION IS SUBJECT TO CHANGE. X R/W 12. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES - - - -- CURB PRIOR TO PERMANENT PLANTING. �c F•L• F �C F.L• FACE c`L ELEV. F� ELEV. 3" MIN. OPENING 13. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE / 1% MIN. I 1% MIN. Z AA BETWEEN BAGS MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES) . LOT NO. I ON TOP ROW 45 14. NO OBSTRUCTION OR D I STUR13ANCE OF NATURAL DRA I NAGE COURSES OR EXISTING PAD ELEV. 276 IZ 277 R/W R/W R/W R/W STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS 60 70' - ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED FLAT PAD FLAT PAD ( -_- WWW-_-. 4' 6' 8' 12' 12' 8' 6' 4' 4916' 1 -80 12' 10' 12' 8' 6' 4' -�- AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, _ _ STORM DRAIN OR NATURAL WATER COURSE. I PAD L IPE ( PAD LINE ( /�'�'�' '\ '\/\/\/\r �\ r\ r\ r\ r\ r\ r\ --� - - --� 2% 2% 2% 2% - STREET SUBGRADE 15. THE CONTRACTOR SHALL CONDUCT HIS OPERAT I ONS IN SUCH A MANNER THAT R/W-N 15 Lz;\' , \ `` /�i \ \' SECTION AA-AA STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO o '�'� / 6' WIDE \�'1- - -- - - - - - - - - s' // AA THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF �- 6 WIDE CURB SIDEWALK RAISED CURB FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. P� SIDEWALKMEDIAN -ROUGH GRADING UNDERCUT ROUGH GRADING UNDERCUT STREET SANDBAG VELOCITY REDUCERS 16. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY _ SEE SECTION X-X SEE SECTION X-X 1 NOT "- RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND VAI DESTELLO TERRAZ A COURT T TO SCALE ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, STREET PENSADOR STREET, FESTIVO STREET SEMENA STREET BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH X PARC ELA COURT PAVIA_._WAY MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD NOT TO SCALE NOT TO SCALE R AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE TYPICAL LOT GRADING DETAIL PER CONSTRUCTION OF THIS PROJECT. 1 O" 3.o E CODE NOT TO SCALE 17. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION VARIES W/SLOPE *RIES 'I CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST , vz 4" NATURAL SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE b GROUND PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY.. BOUNDARY 1 -fi 1 � • LINE : 2 - LEVEL N LY - W LY ROAD _ SLY - ELY � ..:��� `::. ....:� 5`N 18. FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF R/W R/W CONCRETE COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS I , HEADWALL » * 2 --� - MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM VARIES 100 �� 4 » 3,-8„ 1 � •o FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE BUT 8 *24, .. SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM LOTS - » » PROV I DE 3/4 x 2 NOTCH �' CONCRETE REINFORCED WITH OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED- BERMS 155, 156 12 12 38 38 12 12 8 I N HEADWALL AND DOWN DRAIN �'xG' - w1.4xw1.4 WELDED WIRE AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; �c 157 TO RECEIVE GRATING. SECTION BTB FL. ELEV CONFINED PONDING AREAS TO DES I LT RUNOFF; TEMPORARY CHECK DAMS IN TOE 10' 8' 12' 12' 12' 12' 12' 8' 6' fi' PIPE S I Z NOTES SEE PLAN FABRIC. TREAT EXPOSED CONCRETE OF SLOPE DITCHES TO DES I LT RUNOFF; PROTECTION SUCH AS SAND BAGS 2% 5 PAI TED 2% AND TYPE SECT I ON A-A 1. GROUND TO BE PRE-WETTED TO THE SATISFACTION f3F SURFACES WITH CURING COMPOUND. AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE, AND EARTH 2% ME IAN 2% BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE /' ' - PER PLAN THE CITY .OF TEMECULA �PUBLIC WORKS INSPECTOR PRIOR OF THE TOP OF SLOPES SHALL BE CONSTRUCTED. AND MAI NTA I.NED. ON THOSE \ ��-1 » TO PLACEMENT OF CONCRETE. c FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. EXIST. 6 WIDE SIDEWALK I CURB �I WELD WASHERS TO REMOVABLE EXPOSE 1-1/4 PORTION OF o AT 10 FROM CURB, PARALLEL B GRATE ( TOTAL) THREADED ANCHOR $OLT EXISTING V-DITCH AS BUILT PER DWG. LD96-083GR m 19. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE TO CLUB * LANDSCAPE DEVELOPMENT ZONE SPLASH -4" » 2 3 16 EXISTING V IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO WALL 3/4 / NOT TO SCALE o PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING EXISTING C WAY 3/16 TYP. OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE NOT TO SCALE A TYP. A 3" (EMA STD. PLAN N 0. 1332) RAINY SEASON. THESE MEASURE MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE X EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. #4 PERIMETER ::;�I.:::: :::::::. BOUNDARY #4 GALV. SUPPORT BARS :L: �. 20. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED LINE BARS AT2"'x GALV. ANCHOR N LY DE PORTOLA RD. SLY UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED R/W ROAD R/W 9" OC 4" BOLTS SET IN CONCRETE BY THE CITY OF . TEMECULA PUBLIC WORKS INSPECTOR. 1I B #4 GALV. BARS A 3" O.C. WELDED --- - �-- - - _-- - 2 TO GALV. #4 SUPPORT BARS (4 TOTAL) 21 . BROW DITCHES SHALL BE CONSTRUCTED ON TOP OF CUTS EXCEEDING 12 FEET 16' 12' 38' 38' 12' 17' CATCSEC TION BB-BB 0 MEASURED VERTICALLY, � LOTS 6 PLAN HBASIN FLOW-BY _ SIN CATCHH BASIN 6 6' 89 12' 129 12' 12' 12 8 fi 6 155 & 156 2% 2%� � � NOTES_ LO �--� 2% 2% �� FLOW�- FLOW-- --FLOW FLOW 0 �i ��' :, 1 . GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE - o RAISED I CURB '�;� BUILDING OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. Underground Service Alert 10' EQUESTR-IAN TRAIL 6' WIDE MEDIAN 12' WIDE COMBINATION OFF-SITE 2. MATER I AL FOR CONSTRUCT I ON OF DOWNDRA I N SHALL BE CONCRETE 3" MIN. OPENING ON SIDE FOR DEPORTOLA SIDEWALK BICYCLE AND PEDESTRIAN REINFORCED WITH 6"X6" W1 .4XW1 .4 WELDED WIRE FABRIC. BETWEEN BAGS ON o © ROAD ONLY SIDEWALK, MEANDERS FROM 5' MIN. 3. DOWNDRAIN TO PIPE TRANSITION SHALL NOT BE USED WITHIN BB TOP ROW. B8 0 TO 27' MAX. FROM FACE OF CURB PUBLIC ROAD RIGHT-OF-WAY. CALL TOLL FREE 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. CHECKDAM AT CHECKDAM AT o -800-422-4 335� EXISTING MEADWS - - '3O PARKWAY & DE PORTOLA ROAD DOWNDRAIN TO PIPE- TRANSITION FLOW BY CATCH BASIN SUMP CATCH BASIN a NOT TO SCALE NOT TO SCALE g NOT TO SCALE 1 NOT TO SCALE � c� TWO WORKING DAYS BEFORE YOU DIG L D9-9-0-9 IG R DATE BY REVISIONS DATE JACC'D DESIGNED BY -DRAWN BY CHECKED BY TEMECULA SCALE QR4FsSfp�'. R. FALLON A. JIMENEZ M. TYLMAN RECOMMENDED BY: DATE: CITY 0F DEPARTMENT OF PUBLIC WORKS Drawing No. � Robert BeZn, A'ill2am Frost & Associates �� � j�� �y ��, �� Pians Prep ed Under The Supervision Of i PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS HORIZONTAL ,- s ACCEPTED BY: 9-Vj);0t" DATE: jv Q 27555 YNEZ ROAD, STE. 400•TRCCIEA CA. 92591 AS SHOWN No.43090 /1 902 . (909) 676-8042 FAX (909) 676-7240 .0 Exp. 3/31--00 Date: DEPUTY DIRECTOR OF PUBLIC WORKS ROUGH GRADING PLAN 0 RONALD J. PARKS '�""'�Y '�A" a MI CH EL A YLMAN �r.,-' ..Y.'.'.r.� � VERTICAL 'fl C I 1�, �� A'...'... 0 .. o �lF Eo�� 43090 3-31-00 - - f� o: . ~ TRACT 24183 co FN/A OF C1►�1 R.C.E. No. Expires R.C.E. No. 19744 Expires 9 30 01 ��. SHEET 2 OF 7 VARIES RW r� LOT 155 9� R r 12 12 'm ---- w.00 A� R/W, 38 12 17 up 0 ✓ - �� PAD \\/ lQ` 1 i;l l l '779 ---- '-I 2� �. \/�\/\/\/\��� ��\ ? m CAMPANULA MEADOWS LOT 156 r08 //\ 10' m ROAD PARKWAY fi CIDrr / . .•. ��� - \\\ 2x PAD \\\\ 2% F / f ,,_ ____� 1117• ` / \�. �+ \�� 77 w7 .�/� \\\i\\\i\\\\ �� _ 0 LOT 153 - �, ,�\ PAD • 77..- - \ lid EXISTING 6 \\ EXISTING \ ✓'; ji' .., - rp) \ NTS SIDEWALK � . 120 \, SIDEWALK - E T14N C G C E :- \ r NTS NTS 92 10 I 1 1 lel . � r 1, o \ s r ...4 r116 110 6 / rn ; L116 ... 1. .. ... ....'.. . s j � p - 1 ., I - �r 9.4 .� i ! I ' , _ to �. 1 .05 it 0 � _ _ 1 1 r I _ r s 1 s T - I � r r r, co C - - O l� 1 1 o o , 2 0 1 , � 3 5 L i 6 _ r 2!\ � 109 .. a -` S � . _. .�� Q / . . i w . .� � ter; rIl �► . . F ' ~ N _ ... _ ! 98.0 a -- !, I \ , y �r rr W / i r l l O 6 Q C?t B 9 .., 5.07 -� 3 G I _ F66-209 / r cn ,. w i e+ - I fr-... W . I I v o _- Of o 2 4 �' / r .. _ _ � , 1-0 O r _' ,�. 104.74 _-rte _- ti U) 1104 10 °�' ; ,� o 097.o I 1 w 122.02tI ---- 153 cv / K , x 11 .��. D o' _._--- W &� 0' 127 I � •� '°� is i ; , , r o 104 10+00.00 EMPEZAR STREET �i f' 1 �, I u, I o 2 o � I (� 1 1090.0 I = 89+26.22 MEADOWS PKWY. I r _. I -� o U .- �1 'CUA i C h 1100.90 _ 9 0 _ �, 1 0 I o � h• \,, 5 0�'' ,�1 r� �•- �'. 12+ 2.. EMPEZA ST. _�-.. - Q co ,' 0 I II 0 1 �� _.� 7p ROPOSED 2.0� so , - �..- _ = 1 +51 . FEST I V ST. ; •0 1 124.35' I 1090 �� « OPOSED ,�� -•- P I=0 1 - v 1 Z BV 9 32 G _ 2 RCP Irn ,` �j �,�• a o ~,�.r 24 RCI' EMPEZ R - ;> 4 2 ,�� w + C .. n N _ STREET' �, .N r - ► ---_.I ---___ 128; I '� r - - - - - 1 rn . o .00 TERRAZA 0 R r� Q� V I ~ 1� PROPOSED 'S = 17+ .67 V T A DESTELL o+ 18" RCP 1089.75 3` BV ISR • J I �'�-• h I l MIENA S 37' _ __ , � C V 12+03 35 SE-Mr-'A OES�ELLO 322 ~ - S 149b F� 122.22 0+ 0 ,l 14+95.40 ' 7 . 41 P .35 PROPOSED 0 5% 0 �.�-.--- w c ?� 7 NT � 88 - 7 .20 Z 1 I r. i t ' EXIST- DRA I NAGE EAS 1 40'v 87. 9 � . 10 ///��' T� • 30 RCP 17 1 i - 1�° PER II�ST.R1 16 I - - UMENT46 7� 1 FlyL' ,, �', I� h �.... G �,, ___ -a DATED, 12 r,? 20 2 _ -- -t7rs, a -- 1 r r „ -- �o�• .� b�' C _ '� I�"•� 0 �r _ -w-_ --- Tc •9¢ -- -- OP.18 RCP DV -. PR......___. - O _......._.. _ 58 -30 - �_ u.__ ------ ---�� '� C, 1089. v I A �. _o, .w" 11+8 5 ' UU _ 1091 .0 S.; •a r as ;..�._ - ^- 7 98 // 52. 4r A 9D V -, aLLJ I- Ej n 1090. C �0 m 00 86.52 ^• 7._ 13: -�_... •�2 9 .�0 -• (,n = w o� 6 • P1 r .oo y - vc Tc 18 cv 50 r + o x _--Q Lk:' ' 1 7 o N = 1092. w _____.___ F I 0.00 $ � o w 109 1092.0 - f - - _ - - 1 f �� 700'.�o � + M? �'' `5-0•DO TgACK - - - .- 1 90.9 1091 . � � N W S1A 1 � cq�lC' ���c • 0 �.v r -O0, GR AP I H 47 � 50 �- TYP __�"•- ao I. , w 1090. co r 50.00 f f L SNE rn - 1 + 50.00 �__- � 35 b 1 A w 38 �� ,�o ao 0 00 r o �� o .� �` 0 15 35 �. 0) O •.�'c., ;r. 12' � ?�-� �` a� �� •� 50-00' r l � a, + �� � 1089. \ � _ co '�' � � c, '� , 12 - • h 4 86 .J f r rn + o o co ~; ,, \ '�f/ ��� 49.82' 49 84y 1087 \ _ - - f ao o 1 1 �, � 1089. - fi09�D-O 1 EVCG �^ , 49.80 -- --- -- 100 o 1�rn -a o 0 1089. - 0 8]•25 10+ , y ,�dj38.32 Q ` � L� UT 46.0 1 •$� � a o � j 1089. - �� �, 57• TC ..� I, �ti�% \•�� ..._. - --- """ ` - _ t� b I� 0 9 1088. a° h '''ter'' 13. , ;;o l �`%,';`��' ��` LOT 1 CD aD •�7, �AR-TF FW SWALE / (D .0 � 48 4S _-.- J 1 FOR SECONDAiR` DRAINAGE _ 8 1088. 50.00 - - i 1 �, _ - ,� OVERFLOW50-00' -• _......__... _ 2 a Op b -� _. EAS ENT PER n -�- __ -__ VC __�_ _ �.-. 0 1087.9 _r--_ - � .. .�,�......_. _____ --_..� ._�_.. � 0+ B� ... .__ �� .��� . irS MAP a1D / h �, c,, , 50 - , �; �, 1 2 -�► n010rn RECORD � 1087.6 r � 0 w {-S5� I �' a 2 & � '� .r. a yam... / --~ ao � � ro 50 :' _. _.._- '"� I r 3 .- AY 43 8 _ - 112 5 1087 _ __. __.. _ _ _._..-_ • 03 _ m.. .�: c,► Cb o 50 .� �,,. .�- ~�� J, ,30 RCP 14. � o - �' • � -__ --__ .- , • .. _. .. - -:�_.�.�.�.��� _._- - :�� �r _�_. ._� __- __-. _� TRACT °° 09 r' --- U�A �`' ._•''� _. . _.. _ : _ _._-- _ _ --' OOD ENTRY BOUNDARY 13 __ Mp p1 39 µ �f NEI HBOW T r _ _ Y _ .a R E E .. 5 .a .. w. A T STAT .._ ._. .._ . NUJ - -_�-_ - _. - +00 Q0 SEMEN A 2 RCP - ---- _. _ _e 38 __ _ w- 7 1_ .° CA • ~__ v _ r - . --56-T � ~ 52-61 �' 37 - _ - OV ANT „ T C 1087 T IMPR � o _ - _ _ - S -I � Co _V S _ - _ � ST ANG 2 TREE NEE S 1 .-__-�._. Y 6 _ - - F� EX1 96�06000, __ RW � 3 - - -_ EE LD - _ 110 E �• o MINOR _ � __ ..� � S . _.- o PRO�CT ENTRY-L, _ STATtMMT .. _ --_ - ���-- LOT LINE _ _ _ - F L ELEV. LOCAT I.ON _ - , �� _ N J. _ _ --- _- - 0 VIA I c� 0VARIESRAG 2' ` LOT 153 DE LO o 2 � S .. _ � STEL °° 20 Under round Service Alert 3 ?� �// 30 Y _ - - PAD PAD 1x 2x /f - -- _-- �"r �QN_ST_ RUCT.,�ON NOTES;,. \i.\i�, /\ \/XNX/N , 40 0 40 80 120 `d cr II1 3� � .. -.---f CUT SWALE FL. ELEV. ��� 0 ,� L....._-..� --� PER PLAN �o' CALL TOLL FREE � .: -:,:_.- -__- 20 EXISTING IRRIGATION CONROL VALVES ® 1 2: 1 , 0 1 -800-422-4133 ''� � -�� -�" ----- --�- TO BE PROTECTED IN PLACE. SECONDARY OVERFLOW MAX. PROP. 6 GRAPHIC SCALE o _.- � . _-- -_ SWALE TO BE CUT ® 1% K z EXISTING STREET LIGHTS EN a To BE PROTECTED IN PLACE. NTS NTS TWO WORKING DAYS BEFORE YOU DIG LD99-091G R y DATE BY REVISIONS DATE ACC'D SCALE QRO�ESS10* DESIGNED BY DRAWN BY CHECKED BY Drawing No. o '�� R AR. FALCON A A. J I MENEZ M M. TYLMAN RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS o Robert Bein, Fill iam Frost & Associates HORIZONTAL �� ����'� r��� �y tn PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS �y Plans Pr e p ar Under The Supervision Of 27555 YU ROAD, STE. 400•TEM UA CA. 92591 1„ - No•43090ACCEPTED BY: DATE: 3 (909) 676-8042 FAX (909) 676-7240 40 ce- exp. 3/31-00 Date: /r. 4 7 DEPUTY DIRECTOR OF PUBLIC WORKS ROUGH GRADING PLAN � '¢ RONALD J. PARKS :a�Y-Y .��.' -,_;'`r, � VERTICAL sl' V I` ��� M I CHA L A. 71�AN :. - N A rF OF C t``� R.C.E. No. 4QD Ex p i r es 3-31-00 R.C.E. No. 19744 Expires 9-30-01 rr, aDe9= TRACT 24183 w SHEET 3 OF 7 i � .- .. 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C oat PER DETAIL ON SHEET 2. 10 LL_ T 71 T AL) INSTALL SANDBAG VELOCITY REDUCERS (TY PER DETAIL ON SHEET 2. X woo EA l000 0. 01 7 o-ol NOTE: i PZ ool 00 THE EROSION CONTROL MEASURES SHOWN ONO THIS PLAN ARE BASED ON THE COMPLETION .01 Under round Service Alert oo. OF THE ROUGH GRADING. ool 0 0 .01 80 0 80 160 240 CALL TOLL FREE 1 -800-422-4133 GRAPHIC SCALE LD99-091GR 30: TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY DRAWN BY CHECKED BY Drawing NO. 0 DATE BY REVISIONS DATE ACC'D qffi ssio 0 SCALE RECOMMENDED BY: -DATE: DEPARTMENT OF PUBLIC WORKS CITY OF T EMECULA 0 R. FALCON A. JIMENEZ M. TYLMAN to Robert Bein, Fill iam Frost & Associates HORIZONTAL P ans rep d Under The Supervision Of PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS e'-ijut-44, DATE: ACCEPTED BY: C.0 < 27555 YNEZ ROAD, STE. 4W*TEMECULA CA. 92591 1 80, ce- No.43090 - Date: DEPUTY DIRECTOR OF PUBLIC WORKS EROSION CONTROL PLAN 0 Exp. 3/31-W (909) 676-8042 FAX (909) 676-7240 RONALD J. PARKS M EL A. LMAN VERTICAL Zstl V TRACT 24183 R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 or Ckv SHEET 7 OF 7 N/A A?