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Rough Grading (2)
R/W R/W R/W R/W X LOT LINE 50' 66._90. — —F. . — �c— F. 2' 2' 10' 20' 20' 10' 17' 11 ' 22'--34' 22'--34' 11 ' 17' ELEV. Y__� �`L ELEV. L ELEV. LANDSCAPE LANDSCAPE 1%MIN. 1x MIN. Z � 1x MIN. Z 4' 6' 6' 4' 5' 5' 12' 12' S' 5' 1 1 1 1 AREA AREA LOT IVD. � - I I � � I � ,� _ � PAD ELEV. l l Z N K'r 127fi . 277. 2: 1 MAX : I 2.0% .Y Z Z 2 � ?•� �--- .0% 2.o -Ox -FLAT PAD I FLAT PAD FLAT PAD CUT SWALE O 1% INTO , I PAD AS SHOWN O LEFT PAD LINE PAD LINE PAD L I NE PROP. — — — — — — — — — — — — — PROP. EX. EX. — — — — —�-- — --- — — -- -- -- -- SIDEWALK SIDEWALK SIDEWALK 7� SIDEWALK R/w �_� '_—. 15'* ti SECTION Z— Z PROP. ca�G PROP. A.C./A.B. PROP. c�G EX. ca�c Ex. A.c./A.e.777 Ex. ckG oll NOT TO SCALE INTERIOR STREETS ROUGHGRADING UNDERCUT CROWNE HILL DRIVE ,�G• N ,�G• ,�G• ,�G• VARIES SEE SECTION X-X TYPICAL SECTION TYPICAL SECTION RE STET q � LOT LINE _j VARIES VARIES VARIES� PAID ELEV. � 60' MAX. 60' MAX. 60' MAX. X NOT TO SCALE NOT TO SCALE F.L. ELEV. 2 PER PLAN TYPICAL LOT GRADING DETAIL 2' 5' it PROP. NOT TO SCALE GROUND UPPER PAD 9� / TOE OF /R w R/W F RIM * CONTRACTOR TO COORD I NATE PADL I NE SETBACK SLOPE 2 i i� \9 I, .� P R ��EV. � 1� MIN. WITH DEVELOPER AS THE POTENTIAL FOR A 10' 6" AN _ - fifi SETBACK EXISTS. OWER PAD II —��i CUT SWALE O 1% INTO - --• -' 11 ' 22' 22' 11 ' .�- -ROW "��'��'��'��I- ' PAD AS SHOWN O LEFT _ 9 , STREET TEMPORARY TERRACE DRAIN PER PAI Ev MAX. 2 . 5 6 6 5 DETAIL ON THIS SHEET R S 20 10 15 * SECTION Y- Y ' SEE PLAN NOT TO SCALE �c� -� �- '��. � 2.Ox ( 2.0� •5 ULTIMATE I VARIES o � _� TYPICAL �I T.C. ELEV. GRADEH 2'TO 6' o_ PAD ELEV. EXISTING SEE PLAN � GROUND �� SEE PLAN SECTION A- 1 FOR REAR PAD & TOP OF FILL SLOPE EX. INr 2% .— 10: 1 MAX. -~ — NOT TO SCALE NOT TO SCALE SIDEWALK SIDEWALK 2: 1 MAX. EX. CkG 7EX. A.C. A.B. EX. C�cG !77 . - r7 I GRADE ROYAL CREST PLACE SECTION X- XTYPICAL SECTION NOT TO SCALE I' BENCH '-6' 2'-6" NOT TO SCALE VARIES PROPOSE-D _j VARIES VARIES PAD ELEV. 60' MAX. 60' MAX. R/W R/W PROVIDE 1.0' BENCH O 5.OX � A' � A' AS SHOWN ON PLANS " PER PLAN I 6 6 c - DOWNDRAIM 110 1.0' 2.5' 2.5' » 3» v PROP. L PER PLAN GROUND �y� R,, 12' 43' 43' 12' ON PLAN �', _ RIM ELEV 6. 6. 6' 6• ON 5 O'T ao LAR f'LA TEMPORARY TERRACE DRAIN PER •. '� 'L I 47- a0 I DETAI ON THIS SHEET — �4 L � 2X �---� � EXISTING 1 MINJ GROUND - 3" CONCRETE REINFORCED WITH DETAIL -- SPLASH WALL I EX• EX. "x6" - W1.4xW1.4 WELDED WIRE 5 SIDEWALK EX. A.C./A.B. SIDEWALK fi NOT TO SCALE EX. CacG EX. CScG I FABRIC. TREAT EXPOSED CONCRETE SECTION B— 1 P VIEW( 0 3 BUTTERFIELD STAGE SURFACES WITH CURING COMPOUND. NOT TO SCALE -� ROAD W '' 2'-6" '-6" _ TYPICAL SECTION X DETAIL ---- TERRACE DRAIN NOT TO SCALE x aa NOT TO SCALE 1r Murubr_u _, VARIES ,_ o"._. 3'--0" 3" CONCRETE REINFORCED WITH PAD ELEV. 60' MAX. PER PLAN . ..- M1N c R/W R/W 4" 1'-6" 1'-6" 4" 6"x6" - W1.4xW1.4 WELDED WIRE - ••.. �- 3 IBM- FABRIC. TREAT EXPOSED CONCRETE ? - gg SURFACES WITH CURING COMPOUND. - =.` NNDRAIN GROUND �9.,� .- _ A EXISTINGIf 12' 32' 32' 12' 14TR t �_ �� �, GROUND �" oy 6' 6' 24' 24' 6' 6' ETRAILO • 23143 '— I i r SECTION AAt TERRACE DRAIN & DOWNDRAIN INTERSECTIQN( 2� 2.O% 2.0% r- vSECTION C- 13 �' - -• "• '•' NOT TO SCALE � �- --•`{" o L o J4 BARS all C) NOT TO SCALE VII - v _� f B'-o" EX. EX SIDEWALK SIDEWALK _ " 1' BENCH 2'-6" 2'-6 EX. C&G EX. A.C./A.B. O 8 EX. CGCG o PAUBA ROAD INSTALL 8 CONCRETE ANCHOR WITH TYPICAL SECTION Underground Service Alert #4 REINFORCING BARS EVERY 10 of A r A a VERTICAL HEIGHT OF DOWNDRAIN NOT TO SCALE N 0 o `~ DOWNDR41M O i LO DETAIL '- DOWNDRAIN & ANCHOR It CALL TOLL FREE Z N NOT TO SCALE -800-227-2600 MODIFIED TERRACE DRAIN & DOWNDRAIN INTERSECTION( cl z NOT TO SCALE 4 C� TWO WORKING DAYS BEFORE YOU DIG LD01 -037GR � a DATE BY REVISIONS DATE ACC'D SALE Quo��S S IDH' DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: .��� CITY OF T Drawing. No. � � PLANNING ■ DESIGN ■ CONSTRUCTION ��p 0 TANNf. ! �, JT / AJ / TB JT / AJ / TB JT / MT DEPARTMENT OF PUBLIC WORKS o HORIZONTAL 'P� 6, an epared Under The Supervision Of 0 •-- �-- ACCEPTED BY: 4 DATE: �/ �� TRACT N0 . 2314392 LO 27555 YNEZ ROAD, 9lJITE 400 No.60132 Date: �� �� DEPUTY DIRECTOR OF PUBLIC WORKS `' 23143-'f —7 —8 —9 -' 10 — 11 Q TFI►�CULA, CALIFORNIA 92591-467'9 �" UP. �/�/� '� JOHN D. TANNER, III RONALD J. 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N0. 2 1 3 , • J 1 " rr� w �. 282. � " CONSTRUCT TERRACE DRAIN A� DOWNDRA I N r n 1 P 2„ ,w.•". 2'S2 INTERSECTION PER DETAIL ON SHT. N0. 2 �G "".~�.�,,,._•-A'' � G8_ ,�, ,J .. .., � � 5 CONSTRUCT SPLASH WALL PER DETAIL ON .� •'��'� � op � --� .. - h '"� . .�. 92• -�" ~* SHT. NO. 2 LENGTH PER PLAN) •Dp , h. .. 1Iwk - ,,� / M" h r 1 tt 82 0� 39 1295. `' O - 1 INSTALL 6' x 10' x 1 ' THICK GROUTED 'a1 �v ", wr 1 r, r• •.--� ,,.,r � x F '"'�,• � � �k�s .q,I � � � 6A Q ...". .. "h.,."„r..."•..•.�,....,, I,w,w`„�w ,"�" .w •”"waw A �. Gwr. I 1 � ww". ZO k No 2 RIP RAP OVER 10 THICK CL. 2 A.B. OVER A •,,w .wF A � 1� I ' "1 "",, N � ". ,.�••r � >►� I � 700X M I RAF I FILTER BLANKET ”..�.� w. .,w;•„.� ,mow rw�Iw ^�°"0°I°q., � ,' � 40 ”" 1"""'""^•ww...w,.x� "�y 1"y� ""hw, wh,'M ",.h". •`pti '/ ''� F '' �� ;V p.�. d ,H,� 1 •'+r r 93-0 cv V8 130 tiy � w"w 82 7 10 RIS x 9 pLD h +� �, ' ► ah',. 0 0 5 3 �" ;� w "`" w .�. " , 3 RBF 5/3 R Q CII ." � .. 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TAN,yF 1 JT / AJ / TB JT / AJ / TB JT / MT DEPARTMENT OF PUBLIC WORKS Ln LOT 28 HORIZONTAL ,�'� 'p l, Plans Prepared Under The Supervision Of -41 •� �� r� �� ACCEPTED BY: DATE: 9 L o 0 TRACT N0 . 23143 — F YZ �� SHITE 400 1"=40' No.60132 Date: �� ate•- DEPUTY DIRECTOR OF PUBLIC WORKS 8 LO ■ ■ ■ �P• os/3o/o4 � RONALD J. PARKS � CALIFORNA 92991-4679 JOHN D. TANNER-,--f I I �'w -- a CONSULTING 909.6716.8042 ■ FAX 909.676.7240 ■ www.RW.com VERTICAL Jf' 01 V IV ��~! — — � __- w Rough Grading Plan Q lF F� R.C.E. No. 60132 Ex i r es 6-30 04 R.C.E. No. 19744 Ex i r es 9 30-05 al�f = == a N/A OF C k�l P p• �s. SHEET 8 OF 27 i W 56 (1,302 6 .j CL 4 cn c?) 'D 41 LWj 5 50 51 2 5 9 L) ....... (1,7,B l3 (1287 0290 9 214. 2 97, X X 0 TRACt 00 > 14 2, • C 0 -44,3.91 95. 1)L— — --41-- X 1 6 47' 19.96 . 28 68 C I F 5 * - X F 78' Ap. 1295. N't-41V4 .07 • 66 X N_ W1 291 . X 1 22 416 ' X T c 121. 7� co 54 W _7717� C F Y X m PI 7 AS 0 X rL.) 10 'Icrc (12 co ------ 100 -2 X C-4 ?Q 28+ 1. 14 290. 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GRAPHIC SCALE E CL Underground Service Alert CALL TOLL FREE 1-800-227-2600 -TWO WORKING DAYS BEFORE YOU DIG LD01 '"-037G DATE BY REVISIONS DATE ACC'D DESIGNED By DRAWN BY CHECKED BY SCAIX �Ssjo* DATE: Drawing No. PLANNING E DESIGN 6 CONSTRUCTION TA JT AJ / TB JT / AJ / TB JT MT RECOMMENDED BY: CITY OF EMECULA e- DEPARTMENT OF PUBLIC WORKS HORIZONTAL Plans Prepared Under The Supervision Of rn ACCEPTED BY: DATE: /30/10y N C-0 or 8 No.60132 r" 275W YNEZ ROAD,&XM 400 _Vj - Date: 0�) DEPUTY DIRECTOR OF PUBLIC WORKS 10 Exp. 06/30 -0.0-wo" — e / - TRACT NO . 23143 Ul) TEMEM-A, CALFORMA 92,%-4679 JOHN D. -TANNER, III RONALD J. PARKS C 0 N S U LT I N G 909.676.8042 FAX 909.676.7240 • www.RW.corn VERTICAL Rough Grading Plan 17 OF 0 R E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 ___�Expires 9-30-015 N1,4 SHEET 9 oF2 7 7r I NE ..................... X it 1 87, 4, t I 1 .1 l " . - "",i, i� epe I, � : / ;:!: I I" 9 t 1 4 :k! ...... V j > _V "Y 9 _9 e,,. T,.., ...,:I,:,,1 11 1. 9 f jr 9.. J. 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JT AJ TB RECOMMENDED BY: DATE' CITY OF TDrawing No. TAN / / JT / AJ / TB JT / MT HORIZONTAL � �- �F'D e, DEPARTMENT OF PUBLIC WORKS N �/` O o Plans Prepared Under The Supervision Of 0 ~' y - ACCEPTED BY: DATE- Z3 • " 27556 YNQ ROAD, SINT�400 1"=40 No.60132 Date: 12-2-1493DEPUTY DIRECTOR OF PUBLIC WORKS, CALIF�RIVIA 92591-48719 Exp. 06/30/04 '¢ JOHN D. TANNER, III RONALD J. PARKS TRACT NO , 23143-69 23143-8 QCONSULTING 909.876.50'42 * FAX 909.676.7240 • www.RW.com VERTICAL JCIV1\� ��� Q 0R.C.E. 60132 6--30-04 , :__ === — R/w _ -�� — — ECTIO N B-- culla � ~ -EI -� FACE _ , -4WD SUS — 3" MIN. OPENING COAD CATCH BASIN CATCH BASIN AA BETWEEN BAGS A _. 3 ON TOP ROW 00 P FLOW�- FLOW— —FLOW FLOW 3" MIN. OPENING AA BETWEEN BAGS ON AA TOP ROW. �� -�_�_ . ---- - --- - --- ----- STREET SUBGRADE EC TIO NAA—AA � _------------- ----- ----------- CHECKDAM AT CHECKDAM AT _I_l y _ --- - - �+ FLOW- BY CATCH BASIN SUMP C BASIN AA -J- G NOT TO SCALE G NOT TO SCALE STREET GRAVELBAG VELOCITY REDUCERS D NOT TO SCALE CONSTRUCTION ]NOTES • .01 �+ s ' M O v AO INSTALL GRAVELBAGS PER DETAIL "A" . HEREON. .0 OM , GRAVELBAG SPACING TABLE © INSTALL GRAVELBAG VELOCITY REDUCERS PER DETAIL "B" , HEREON. f 306 3W QC CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 27 f STREET GRADE LENGTH DO INSTALL GRAVELBAG DES I LT I NG BASIN PER DETAIL "D" , HEREON. B % ti,` V ` A G <4% 200' MAX. " " ^ '"`f ►-� ' INSTALL GRAVELBAG CHECKDAM PER DETAIL G HEREON. 4� TO 9� 100 MAX.MAX Q >9X 50 MAX. D G ` ' tit 100 0 100 200 300 GRAPHIC SCALE ►-- _ Gnow- / 14 ri231 A 3 kA A A 04 j" J 3- 40"N � 4 Q F- 21 / 490 91D 1! 1i /7 1i 1S 14 13 1222 ®� A r 1 - , , � y y I A '� ® N RE s 1 0Is 37Q / 4 � T 1 v I1 !t r ( � 30 31 32 33 34 1 v � + � 117-1 1, dop L — A r% its It \ -.. _-� R/w - � � 1 — � � CURB � � / � •/ j w � �` v# HYDROSEED ALL I FACE a ts `+ 1 tv Q„ 2:� 1 SLOPES EXCEEDING " ® �. 5 IN VERTICAL HEIGHT 3 MIN. OPENING ,l Q is / f i BETWEEN BAGS e �' �� 1/2 INTERVALS 1 �a� -- B LEGEND ,� + INSTALL HYDROSEED (TYPICAL) ---- - ---- -- -------- ---- --- -------- C.F. _ � � � ,. B � � � � G C Ia v RAV AG DIRECTION STREET � l O ! ' GRAVEL BAGS E FLOW , , °° 8" S•OF L to STREET Sl18GRADE v D _ / ' I I ts E „ Opp 2: 1 SLOPE � GRAVELBAG PER A w " " 45 TYPICAL GRAVELBAGGING DESILTING BASIN DETAIL B N O » » M= v M � / ''�� � �� rn DETAIL D � �� • D M. � � STABILIZED CONST. � �� v G =A NOT TO SCALE Q ®w, ts y '` ENTRANCE o INTERVALS PER SANDBAG R/W Q� d�; I S•D, v 3c: 3 ____ _ SPACING TABLE ABOVE I;° G LO Underground Service Alert =___ _ ; $, 0 CN l T , r ., M , - - 0 TYPICAL STREET GRAVELBAG PLACEMENT DETAIL / / a �_ �w / Q� 269 /1 CALL TOLL FREE '11, STREETS 0 FOR GRADED 1-800-227-2600 SECTION D—D NOT TO SCALE tt o NOT TO SCALE I� - � B ` • � SEE SHEE 26 TWO WORKING DAYS BEFORE YOU DIG LD01 -037GR 3 0 DATE BY REV I S I ONS DATE ACC'DSCALE QRp i E S S 10* DES I c ED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: Ow o CITY OF T Drawing No. LO PLANNING ■ DESIGN ■ CON DTI U CTI O N �p TA '�� JT / AJ / TB JT / AJ / TB JT / MT � DEPARTMENT OF PUBLIC WORKS 0 HORIZONTAL ,`�� ���• F� `�� P1 ar ed Under The Supervision Of ACCEPTED BY: DATE: l � ��' TRACT N0 . 23143 "=40' No.60132 Date: D Z DEPUTY D I RECTOR OF PUBLIC WORKS Erosion Control Plan ■ ■ ■ 25 M�' `� 400 41 E"p �/�/� �} RONALD J. PARKS TEIu-CULA, CALIFOR NA 92591-4679 JOHN D D. TANNER, III C 0 N S U LT I N Q 909.676.8042 ■ FAX 909.676.7240 ■ www.RW.com VERTICAL 0R.C.E. 60132 6-30-04 .198V F p `11 No. ExpiresR.C.E. No. 19744 Expires 9-30-05 frjSHEET 25 of 27 N/A F C 1► 0 1 4wo lop L! Bit RUN I rd imp MAO IMP MTAI Mill 1 • ,• , W �` �. � .moi �� �, � _ • ` ,- RI -IMF* 3 VA�_ A RW i QNS RAW, 71r"-d ', � VIII - .� \ C�,.' 1 1 i�r■.. .., �:� / p AM 11 1" IV, Vii.-4f ,�J. ,..•� _ . 1 � 016. ,♦ ., MombiL44fth _qw '.4 IF IVA I�Ar fj4, -man apV��qq ./ r U mm ®r • h0w, .ON '100, 11M OAF WE11 II ` r / • `�. 1I �'1 �� ■moi ' �' � _ 1 ��� /" � 1 � - - � •' ' ;,� `� �- __ � _ , W4 P 4AD'A-W AL-YAJI-JI EROSION CONTROL PLANS — GENERAL NOTES 5. DEV I CES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 1 . EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING CITY ENGINEER. 10. THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. THE RAINY SEASON, FROM OCTOBER 15TH TO APRIL 15TH. APPROVED 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENS PLANS ARE REQUIRED FOR ALL ROUGH GRADING. OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 11 . INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER MARY RAUSCHENBURG COMMUNITIES SOUTHWEST 40%. INFORMATION IS SUBJECT TO CHANGE. 2. IN CASE OF EMERGENCY, CALL OF AT (909)694-5572 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK 12. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES BERMS, SILT FENCES, AND DESILTING BASINS, ETC. PRIOR TO PERMANENT PLANTING. 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS IF p/L ( 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE 13. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE REQUIRED) . FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. MAINTAINED AT ALL TIMES ( INCLUDING ACCESS TO NEIGHBORING PROPERTIES) . 50 MIN. 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT 9. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 14. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING ao z EXIST. A.C. ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE (ACCESS DRIVE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS � AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO WATER CREATES A HAZARDOUS CONDITION. ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, I I IMMINENT. SHEET 26 STORM DRAIN OR NATURAL WATER COURSE. — O A , lll y � �- MWiLE '�• / lb . A �' Q r EX I ST I NG GROUND V .moi 1--- �� �► 50' MIN. � Q �~ 1" TO 3' DIA. COARSE AGGREGATE o _ i - ; O '� 4 OVER FILTER FABR I C SAN JU � �, -- ' Q - -- --- - _ % T B z SII - ® - x 0 f A PLAr�i PROVIDE APPROPR I ATE TRANSITION r \ r ® \ • " Z`'— BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND EXIST. A.C. PAVING DETAIL STABILIZED CONSTRUCTION E B '� D T® \ �►� ti \ NOT TO SCALE c S itsVol TR , 23 '1 413 - 7h T R , 23143 - 6 TR , 2 3 1 —Ar 3 8 --4 1 1 r 0 � tot � \ c 1 1 At 14 T ,T , NJ , 2 6 9--- —4r I Q _ c � e � A r � le A p '?, -j j % 415 lee 1.00 ►` f / ; ,a I \ ly / , TR 231 �- � 010 - S %P \ Ps Q \ / c 1*e"' V 1011\ -Gftftm 11 A' fit TR , 2 31413 / \ 0, N" \ /Nk. 15. THE CONTRACTOR SHALL CONDUCT HIS OPERAT I ONS IN SUCH A MANNER THAT % .11 \ \ \ \ ♦ \ i \ / 'T STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO \\ / THE STORM DRA I N SYSTEM WH I CH SERVES THE RUNOFF AREA. STORM RUNOFF �' ' \ ` \ � ` FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. \ � 16. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY \ } 1 ' r I � 9. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE / \ 1 �.� 1►,` / L RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND �C ,� B �'� IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO \ a � ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF \ �► B � �- _ PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING \ \ BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH i \ A OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE I ♦�' I \ MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD ,�\ \ j RAINY SEASON. THESE MEASURE MAY INCLUDE BUT SHALL NOT BE LIMITED TO: I i \ \ I * CL �,� AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE � \ T � GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE � �- \ \ \ CONSTRUCTION OF THIS PROJECT. \ 'b� 1% EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. � �� N 100 0 100 200 300 17. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION i \ B 20. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED �, v o CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST \ J� UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED \ co SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE \ � � �..� '� ��� / \\ BY THE CITY OF TEMECULA PUBLIC WORKS INSPECTOR. o \ PROGRESSES IN INCREMENTS OF 25 FEET LESS MEASURED VERTICALLY. - / GRAPHIC SCALE \ �� \ 21 . BROW DITCHES SHALL BE CONSTRUCTED ON TOP OF CUTS EXCEEDING 12 FEET 1 ? 18. FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF \ \ MEASURED COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS ED VERTICALLY. Underground Service Alert MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT _ \ ` ' r• o \` SHALL NOT BE L I M I TED TO: TEMPORARY DOWNDRA I NS, E I THER I N THE FORM ` _ CONSTRUCTION ,NOTES T o OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS 1 . GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS " ® - QA INSTALL GRAVELBAGS PER DETAIL A ON SHEET 25 CALL TALL FREE NOTE:- AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; _ r -- AND MAY BE REQU I RED I N AREAS WHICH ARE PARTICULARLY " " I _ / "' B INSTALL GRAVELBAG VELOCITY REDUCERS PER DETAIL B , ON SHT. 2 - _� _ CONFINED PONDING AREAS TO DES I LT RUNOFF, TEMPORARY CHECK DAMS I N TOE - I�. � � SENSITIVE TO SEDIMENT DEPOSITION. __ ____ � ,� -�• -��' •�. � 1-800-227.2600 2YDRSL0PDESAEXCEEDING OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS 1 ` —~ `', C CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL, 5, AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH •� _ 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS Q L, HEREON z D INSTALL GRAVELBAG DESILTING BASIN PER DETAIL "D" ON SHEET 25 ' � o IN VERTICAL HEIGHT BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE _� � � FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE � � -�-- ��---�""��� Q OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE T AS SHOWN ON ABOVE TABLE. G INSTALL GRAVELBA " �"'~' rQ TWO WORKING DAYS BEFORE YOU DIG FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. a G CHECKDAM PER DETAIL G ON SHEET 25 LD01 -037GR DATE BY REV I S I ONS DATE ACC'D SCALE O F E S S jp DES I GIBED BY DRAWN BY CHECKED BY FLANNINS ■ DEs:IRlN ■ CONIIiTRUCTIDN p �'�l JT / AJ / TB JT AJ TB JT / MT RECOMMENDED BY: DATE: �3 �/ CITY OF TDrawing No. ,n HORIZONTAL 4 T ANNF'y ``y / / DEPARTMENT OF PUBLIC WOR N KS o � �� ff �, Plans Prepared Under The Supervision Of o --. .-' ACCP . �ll�#I►1 27555 YNEZ ROAD, SUITE 400 1"=40' W No.60132 �. ACCEPTED BY. DATE. TRACT NO . 23143 EXP. 06/30/04 Date: R do m � � TEMECULA, CALIFORNIA 92591-4879 � � � �/ DEPUTY ONALD JRECTOR PARK OF PUBLIC WORKS 27i CONSULTING 909.676.8042 ■ FAX 909.676.7240 • www.MF.com VERTICAL sl � � �� JOHN D. TA NER, III S � � Erosion Control Plan IY1 .� Q N/A 'lF or ON R.C.E. No. 60132 Expires r es 6-30-04 R.C.E. No. 19744 Ex i r 9-30-0'S �frf-- = - a- C N+ P p es � "�" SHEET 27 of 2-7