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HomeMy WebLinkAboutParcel 1 & 2 Precise Grading MEN MEN MINIMUM III IG 4F � L E� o P I TY 0 F rD WiNE coUNTRY RCEZ22REZOF /:'/WSUMP CURB FACE >. ALL GRAD/NG �',fLALL CONFORM TD THE LATEST PRO S/ON OF THE" UN/FORM RVILD/NG CODE; /N PA,� CATCH BAS/N M CONFORMANCE WITR ORD/NANCE 9J.04. �' OPEN/NG M/N. PA AN RA/NA 5WALE SLOPE SHALL BE � IX. VRA/NAGE SWALES SHALLRCEZ52OFWAI255J8 PAP/WVER 28000FLOWAFL DWYCF ��• A 2. �t�1/N/�!r/Urt�1 BU/LD/NG D� D D GE" S L � _____ BE A M/NIU11! OF o.2 DEEP AND BE CONSTRIAVIED A UIN/MUM OF 2 FROM 7L/E TOP OF CUT T M RRi A o� OR FILL SLOPES D U '"' Cl TY OF TEIVECUZA R U"1U11M CUr AND F/LL SLOPE -�- 2.�. �� �, �, pPp SITE 4. PROVIDE 5* WIVE BY P HIGH BERM OR EQU/VALENT ALONG THE" TDP OF ALL FILL SLOPES OVER S' /� � J�� /�� SEC rION �, �-�A 00 RA ? -9% PARCEI MAP NO. ����8 PARCEL MAP /y Or � ��� PARCEL MAP •►Or ��8�8 � +� ��A� o 10 H/GH. PMD 104/ 10-11 PMB 104/ 10 -11 I PMB 104 10 -I 1 N.T S G �s'� ��1� STAR E. PCC DRAIN � � . A GRADING SHALL BE DONE UNDER INCSVPERWS/ON OF A COMPETENT SD/LS ENG/NEER WHO SHALL P0P PAR. 1 Ph�TVCT/N PLACE PA�� � PD,� PA R. A ,� �1/N. OPEN/NG BETWEEN � � Llo, RQ-- - TO AGUANGA �. ALL G D G RAI /IV GRATE'INLET I BAGS ON TOP ROW � �, o D� CERT/fY THAT ALL FILL HAS BEEN PROPERLY PLACED AND I�f�HO SfiLL SUBtiI/r A FINAL CO�IPACT/ON dBL• G E LET - .�M BLa.K`,y�L /N �'" R Go FOR ALL FILLS OVER 1 DEEP. ' f ZOff XWL 84YIN _.�. .-.., - -a, ,. Nn Y L am aim St 1UP CA r0H 8A SIN CAON OR S. A REGISTERED C11/JL ENG/NEER SHALL SUBM/T TD THE CITY Of TEMECULA S ENG/NEER/NG -�, �, p, N. T So R7 NT A WR N RT/F/ r/ON OF COUPLET/ON OF ROUGH GRAD/NG /N ACCORDANCE W/rH ._w "" - --- :" a w R O• VEPA ME /TIE CE CA PARCEL MAP 1t/fJ. 24833 THE"'APPROVED GRAD/NG PLAN PR/OR TO THE ISSUANCE OF THE BU/LD/NG PE/5�MIX CERT/F/CAflON SHALL ,. --�- ' �. �, ,,, PMB 183 88 8! ..�a��,... ��,�. �. • . BE To uNE GRADE E~LE'1/Afl N AND LaCAT/ON of cvr FILL SLOPES. ? - -w�.,- �� �� t� PAS 1 4;... ~��... �. ''ARCEL MAP r1/Cr >c570,5 PROV/DEA BROW D/rCH, DESIGNED TO HANDLE 140YR �J STORM FLOWS, ALONG TOP of Cur SLOPES. I 12'a p/E- �' - . �- PMB 98 f�f9-40 8. FINAL CD�t�1PA�'T/ON REPOf�T f�f�/LL BE� REQUIRED FOR ALL f7LLS GREATER ThrAl1/ ONE FOOT CURVE OArA . 1�'-M/N. �.�� ...� A /N BE DONE /N CONFORU�WCE WITH RE"'CODUENDAT/ONS OF THE PREL/� WARY SO/LS NUMBS DELTA ANGLE TANGENT RAD/US ARC LENGTH f - - -" " �g PA R. I VICINITY MAP 2po MAX. SANDBAGS �TYP.) N rs'. 9. ALL GRAD G SHALL I.A INVEST/GABON BY H & T SD/LS TESTING DATED .5EPTE'UBE"R 1 f, 1998. TWD SETS OF C1 0874 S3 27:22 370.0'0 54, 4 tri THE FINAL COMPACT/DN REPORT SHALL BE S118U/TTED TD TL/E ENG/NEER/NG DEPARTMENT WH/CH C2 18'40 X39 >..3�.>7' 100.00 26,20 SHALL INCLUDE FOUNDATION DES/GN REC0UUENDAT/ONS AND CERT/FI Ar/QN THAT GRAD/NG HAS BEEN �',;� 18',�1,�8 97 48.40 15.80 4p F$ DONE IN CONFORMANCE W/TH INC RECODUENLW AONS OF TRE PRELIMINARY SOILS REPPORT. I •. ,._ C4 42 58 D7 18,89 48,00 36.00 - 4' DIREC PON OF C5 15 40 41 6.32 48.00 I2.58 L- P fAl _ STREET FLOW L ��� TO SAN D/EGO 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTUENT AT LEAST,24 HOURS /N ADVANCE"' I TG 9I REDVE ,, . .. O o RE VEST/NG FIN/SH L Dr GRADE AND DRAINAGE" INSPECT/DN, TH/S INSPECTION MUST BE APPROVED C6 15 40,�9 1.�1� 100.00 26.20 _ PR/OR TO BU/LD/NG PERMIT FINAL INSPECT/DN AOR EACH LOT. Q .�. w.M �' 55.0 PROPOSED ELEVATION ENGINEERING PARTMENT PHONE- (909) 694---6411 �1 9• -- EXIST/NG ELEVAT/ON e 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 /N VERT/CAL HEIGHT AND FILL SLOPES EQUAL TO OR $ °. ,. GREATER THAN 5 /N VERT/CAL HEIGHT SHALL BE PLANTED W/TH GRASS OR GROUND COVER TD PROTECT .� A- F TB TDI' OF BERMOUANTITIES THE SLOPE FROM ERNS/ON AND /NSM81L/TY/N ACCORDANCE WNTH CITY DE'VEL OPUENr CODE �' 8'MIN. 5PAC/NG FOR VEL-//CULAR ACCESS FL FLOW LINE SECTION I7.MI6 PR/OR TO THE APPRO VEL OF FNAL INSPECT/ON. • RAW ESri ArE5 OM Y AGS M/N. FINISH GRADE' 2 e FG W X 12, NO FILL S/� LL BE" PLACED ON EXIST/NG Gh'OUND UNTIL INC GROUND f•IA,S BEEN CLEARED DF WEEDS.. I PAR. 2 . /rF F/N/S�l FL DOR DEBRIS* T fP50/L, .4WD OTHER DELETERIOUS A0TER,�AL. � P/� � � � �, � �' 20 ,3D' 5 STREET GRADE LENGT�1 PA40=1189* �- `.• 31 -40 7 ESS THAN 4 a 200' TDP OF SL OPE RA CUT S.7,. YDS' 13. /F STEEP SLOP/NG TERRAIN OCCURS UPON WH/CH FILL /S TO BE PLACED, THE TERRAIN /UST BE � AF=�I � 41 -,�o ,g 49' r0 9�' 100 RAW RU X89 YDS CL ED KEYED AND BENCHED /NTD FIRM NATURAL SOIL FUR FULL S"UPPO/�r PREPARAT/ON SHALL BE • �' . APPROVED BY A REGISTERED ENGINEER PR/UR TO PLACEMENT OF FILL MATERIAL. :��-_, 51,-6'O 10.5 TYPICAL TYPICAL g `50 SDE OF SL DP NET EXPORT /84) YD5 E��'i.�'7: IROUSE �- E � .. � 61,-70 12:jsEcrroN ELEVATION 8 � F 14, UR/ fs ROUGH GRADING OPERATIONS AND PR/OR TO CONSTRUCT/ON OF PERUtIANENT DRAINAGE'" 1 V►1/ ` 0. J ,STRUCTURES, TEUPOMRY DRAINAGE CONTROL SHOULD BE PROVIDED TO PRE'VE"Nr POND/NG WATER AND 111 I DAMAGE TO AGWACENT PROPERTIES. I . S4NDa4G VEL 0 Cl 7 Y RE 0 UCER EROSION CONrROL N07TS.s A 4 15, l7USr SHALL BE CONTROLLED BY WATER/NG OR OTHER APPROVED METHDL7S. EX/ST. PL - 1. EROS/ON CD/VTROL /S REfJ'U/RED f"l�R GRAD/NG OPERAr/ON DU/?/IYG THE RAINY ,SEASON FROM OCTOBER )5 TD ' j0 0 30 SD 90 - .°� . ,�. EXIST. PL --- APRIL 15 APPROVED PLAN /S REQUIRED FOR ALL ROUGH GRAD/NG. 16. ALL EXIST/NG DRAINAGE CDUR,5'ES ON THE PRCIIECr SITE UUSr CONTINUE" rD FUNCT/ON, ESPECIALLY w�^ �' �C , "Y. '� t S ,2. /N CASE [7F EMERGENCY, CALL VUR/NG S706M CONDITION , PROTECTIVE UEASURES AND TEMPORARY DRAINAGE" PROWS/DNS MUST -. .._ BE USED TD PROTECT AbVOIN/NG PROPEf7TIES DURING GRADING OPERAPON.S: L -� "� , � 1500 EXIST. TC I MIN J5' BDB PANNE of GUAU PACIFIC POWER CIORPORAT/ON ',�? EXIST GROUND EXIST. PAD AT141V 280�170J E .-- r w .r_ �.. EXIST. " SERVICE' i - .w_. -. ... �`- •� 17 SrAB/L/TY CALCULATIONS W/TH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1,5) SHALL BESCAZ - . �/ o �, �:' �\ "'~ -_ 0 TLP, j PA ., I J THE PE51ON CIVIL ENG/NEE'R WILL SUPEROS6 EROSION CONTROL WORK AND INSURE TILT WORK /S /N SUBMITTED BY SOILS ENGINEER TO THE ENG/NE"ER/NG' DEPARTMENT FOR CUT AND FILL SLOPES OVER -..�� '( �' ( ) PROP. D \-q..�- EXIST. GROUND ' H / Hr - � \ $ - - _ 12 « _ ACCORDANCE WITH THE APPROVED PLAN (/F REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). 30 /N VER=& EG ,� . E P. .� M w.. - t �... . � _ ._ � IN PROP. X' ORA/N 12 ' EX/ST. PAD 7 4. EQUIPMENT AND WORKERS FOR EMEROeNCY WORK SHALL BE UADE'AVAILABLE AT ALL RUES DURING THE 18. A REG/STERED 04L ENGINEER SHALL SUBU/T CERTIFICATION OF BUILD/NG PAD ELEVATIONS. WHERE AND CURB CORE- , .� IN. t,, PA = RAINY SEASON. NECESSARY YA&R14LS SHALL BE AVAILABLE ON S/TE AND STOCKP/LEL AT CONVENIENT � 3X3 P 11 ,3.5 ,5'PE'G'/F/G' !'LE'VATIONS ARE REQU/l?ED, THE ELEVATION (SYNTH RESPECT TD USAN S'EA LE"VE'L SHALL BE av r'�' } , �- Al 5� LOCATIONS TO FAC/L/TATE RAPID CONSTRUCTION OF TEUPORARY PAWCES WHEN RAIN /S IMMINENT GIVEN. IF AN ELEVATION WNTH RESPECT AD AbVACENT GROUND SURFACE /S REQUIRED, THE ACTUAL • --�- . -- 16. • D SECrION A A Z?,-,o40` 1. J4. _ CL , 'E'�'AON RET. LAX / HA NOT U R U /F/ WfAH TR APPROVAL OF THE DEPARTUENT OF PUBLIC D/,5'TANCE ABI,�VE THE""AG�IACE"NT GROUND SHALL f�E• GIVEN, ,STA. f 1-f,7'>.84 E"ST�R S7; 6 � � N.T.5. 10 ,lr1AX 5• DEV CESS LL O BE OVED D DD ED DUT E STA. 12*JJ 42 ORMSf� RD. 10 1 S 14 72 ESTERO Sl. N.T.S. # WALL PER WORKS, �' l � SEPERATE P R 19, EROS/ON CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA /CE PLANT AT 12 ON - � "• "' �"'� "' �' � 0 � —� � � � 5• �X/sT 1 A/R ...w. -- 6. ALL REMOVABLE" PROTECT/VE DEVICES SHOWN SHALL BE /N PLACE AT THE END Df BCH WORK/NG DAY CENTERS OR ANOTHER APPROVED GROUND CONFIT'. SLOPES OVER 15 /N VERT/CAL HE"/GH7; /N � � �- � � � �j� � $ �' F 1 F VAC. A55Y. ...._ WHEN INCFIVE DAY RAIN PR084B/L/rY EXCEED FORTY PERCENT2 � 0 � ti (5) (40) ADD/Tl'aN To GROUND Cor/E"/; .SHALL BE PLANTED WITH APPROVED TREES SHRUBS, OR COM81NATION �2 •. 4,'� �j1 p 0 g , THERE•DE: .5HRUB,S SHALL BE PLANTED AT 10' ON CENTERS,• TREES, 20' ON CENTER,• COU81NAT/4NSQt` EXIST. PCC. 9• , $ 0• '�# $ 6 ---• X- TT R � � � � .$ �► �--•- -�—�- 7 AFTER A RAINSTORM., ALL 5/L r ANIS OE'BR/S SHALL BE f�E"Mf�'VE"!� �'RO�1 Cl/Z BER�t�1S, �5"/L 1"FE"NG'ES, AND 1,� ON C1.1NAZ�5. SLOPES OVER 4 /N !/,�"RT/CAL HEIGHT SHALL HAVE" PERMANENT/RR/O AON CU E _ �... .� EX/ST. PL "0 —f- � DES/L ANG 84 SINS.* E7�C.. SYSTEMS' WITH 8A6KT"L OW PREVENTION DEWCES PER U.P.C., CHAPTER 10.R 1 EX/ST. s" GurrER 1 1 --�.. 3'� 1 IZ7 �, 1 �1 •G _ E,/ T ,SCC S , LE-W. 8. GRADED AREAS AROUND THE TRACT PER/ME'"TER U1J5T DRAIN AWAY FROU THE FACE OF SLOPE AT THE 20, FINISH GRADE" SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER l CONCLUSION OF EACH WORK/NG DAY. �E � 8� EX/sr. PAa FOOT AOR A U/N/it�1U�1 OF,.� FEET. w , Y P T/ N T PR� NT PU C „ -- A THE DEVELOPER SHALL FE RESPONSIBLE AND SHALL TAKE NECESSARY RECAU 0 a• D EVE BL/ T R R HA P RU/TT EX/ST. �j -l'IST AAD TRESPASS 6W A0 AREAS WHERE IMPOUNDED WATER CREATES'A HAZARDOUS CONIM70N. 21, NO 08STRUCTION OF FLOOD PLA/NS OR NATURAL WAC COURSES SHALL BE E ED. .D. ASST. � � `� �• �� � 's - . � EX/S/: SLOPE' ® �j• /$.D UN CURB I 10. DES/L TING 845INS' ARE rD BE CONSTRUCTED AS GRAD/NG OF/ND/V/DUAL GRAD/NG AREAS ARE COUPL EAE PER 22. ALL PROPERTY CORNERS 5HALL BE CLEARLY DELINEATED /N THE FIELD PRIOR TO CODUENCEUENT CL EX DiYY. EX/ST. OWL. ROUGH RA /N P w 1� . ., ..� �.w �. � PER PM 28962 PGPN. DUG G D G LAN ANY CONSTRUCTION GRAD/NG. �� a �- �-� �-�: F F,�rST. PCC 5 A/ -- + �, ya...M+m..+w ''• �� � �v ��►. �3 C 4- `ohm -w - ,' L " ..- w A - / 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES' THE RIGHT TD MAKE CHANGES OR MOD/F/CAT/oN5 TO THIS 2J. APPROVAL OF THESE'" PLANS BY INC C/7Y OR 175 AGENTS` DUES NOT REL/EVE INC APPLICANT AND HIS �'"` ; '�' -.� ` - 'u �` ��� '�� �4 A81 __08 N PLAN AS DEEUED NECES64RY. 0 EXP. r.-,�-�-�, .. ,- \ �" "T/CSNMINEER FROM THE" RES'PON5•/B/L/TY FOR THE CORRECTION OF ERRORS OR OU/SSS'/ONS DISCOVERED � � -• - ,,, cw . " , P / • rY. 0100 / P N R T rH APPROPRIATE PLAN REVJSYDNS" WLL f E PRDUPTL Y $$ J/jT�/j - . �- -,GN.T.S. --- 12, /NFORMAT/UN ON THIS PLAN /S FO'R EROSION CONTROL ONLY, ALL OTHER /NFORMAT/ON /,5 5VRIECr TO DURING CONSTRUCTON. U 0 EQUES, E D q 12 MIA . . 12 �l/,, ,. Q6 .� � - w \ EXIST. PL CHANGE: SUBMITTED TO THE C/TY ENO/NEER FOR RE KEW AND APPROVAL. '� 11 oq ` - ,, ,. j �� .. �, �. '� .� w �' o w J. rEUPORARY EROSION PROTECT/ON /S RMARED FOR MANUFACTURED SLOPES PR/OR TD PERMANENT /� '- DWY. PLANT/NG 1� - P R T A A A 9 rlCE Roh CONT i S.i � � �,..�� tp _� / . \ PROP. E. W LL �• AT T/M 30 �` - •� �. _ PER C.O T. SIDS. 14. AREAS SHALL BE MAINTAINED IN .5"UCH A SM7F THAT FIRE ACCESS SMALL BE MAINTAINED ALL ES LAN Ar/ N F ANY UN RGRDUN UT/L/7Y PIPES, CONDUITS OR 1a' I8' 2 II ...� `� ' 'I '' I SEPARATE PERM/T r EXIST. SLOPE Ufa/NG ACCESS TO NEIGHBOR/NG PRDPE"RT/E'S). AMC EXLSTENCE" D LOC 0 0 VE D .,,. - `� , -. Q / SARUCTURf5 SHOWN ON THESE PLANS` WERE OBTAINED BY A .S'EAReH OF AVAILABLE �•, C,� 2 7 6. 1 � `" PROP. DKA: Al NO OBSTRUC770N OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR CYI,SANG STORM DRA/N /NLET.'S SHALL RE'CaRL TO THE BEST OF OUR KNOWLEDGE; THERE ARE NO EX/ST/NG UT/L/T/E.S � � -�, '� � � ,. � � � ..•� I EXC4rPT THOSE .SHOWN ON THESE PLANS. THE CONTRACTOR IS REWIRED TO TAKE � I g � ,` � �t �, --fa OCCUR DUR/NG INC RAIN/NG SEASON., UNLESS ADEQUATE" TEMPORARY/PERMANENT DRA/NAGE FACIL/r/ES" PRECAUTIONARY UEASURE,S" TO PROTECT THE" UTILITY LINES SHOWN ON THESE DRAWINGS. _, 1�J• o HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, / / rY FOR TH �" �0 �� � - STORM DRAIN OR NATURAL WATER COURSE: THEr CONTRACTOR FURTHErR A,5,5`UUES ALL LGgD/L/1'Y AND RESPON.S'B L/ D E � � � � �.: �� � � !!TL/7Y P/PES CONDO/TS OR STRUCTURES, SHOWN DI? NOr SHOWN DN THESE PLANS. Q 1� �� ` ; 11,� \ . . ' I � � >1 00 � - � �� � 16. THE DE'VELDPER SMALL CDNDUCI HIS OPERATIONS /N SUCH A MANNER THAT STORM RUNOFF WILL BE CONTRACTOR AGREES THAT HE SHALL ASSUUE SOLE AND COMPLETE RESPONS/B/L/TY FOR o� UIN. t F /1 (, 5 MN. P �� M.. CONTAINED W/THIN THE PR6VECT OR CHANNELED INTO TINE STORM DRAIN SYS'TEU WHICH SERVE5 AHE ONDITI N5 UR/NG THE COURSE OF CON5TRUCAON ON TH/�S' PROVECT �. -�. Jl� /T C 0 D I �, a► //V ,� 6 lf'= - :• �► �► RUNOFF AREA. STORM RUNOFF FROU ONE AREA SHALL NOT BE ALLOWED TO DIVERT TD ANOTHER RUNOFF AREA. /NC CJ /NG SAFETY OF ALL PERSONS OR PROPERTY,• THAT THIS REQUIREMENT SHALL *� PP" 1 SCT/�N +C�-C Aft' CONT/NUOUSL Y AND NOT BE LIMITED TO NORUAL WORKING HOURS, THAT T11AC �o W \ 1• - oQ �",F"-�•1178.5 � � 1�1Q �Ii 1 - _ j I Icy % N. 17. CONFORMANCE WITH THE REQUIREUEN1S• OF ARKS PLAN SHALL /N NO WAY REL/EVE INC VEVEL OPER FROM CON I�ICTOR SHALL DEFEND, /NDEUN/FY, AND HOLD INC C/7�; THE" OWNER, AND THE ,�� 'C � � w...,,W � ��-�. • , �y 5 M ��,_....�� � � '' , �. E'NGINE'ER HARMLESS FROM ANY AND ALL LIAB/L/7Y, REAL OR ALLEGED, IN CONNECT/ON �n - .. d � -, H/S RESPONS/B/L/T/ES TO THIS S/TE ANIS AbVACENT PROPERTIES. TEMPORARY ER05ION CONTROL SHALL �Y/TI/ 77yE' PERFORMANCE OF WORK ON THIS PRI,h/ECT "- -- EX �C ' WALE ;• '''- • ° CONS'/Sr OF pUr NOT BE L/UfTED TO, CONSTRUCTING SUCH FACILITIES AND TAX/NG SUCH UCA511RES AS ,� -,, _p TO BE NO�Ed ' \ ARE NECESSARY TO PREYEN�; CONTROL AND ABATE WATE/?, UUD AND EROSION DAMAGE TO PUBLIC AND THE ONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNVERGRDUND SERVICE ALERT k• 1186.0 � PRIVATE" PRDPERRIY AS A RESUL T OF THE CONSTRUCT/DN OF AMI,S AW0VEC7: uSA P 1- 800-42 - 41JJ, 7Wo 2 WORKING 4PAYS PRIOR TO D1GGiNG, No C 5� �- W � 1 8 .� ' - rte- RAO=/18Jo�' - � PARCEL UAP NO. .�5.538 CO STRUCTION PEi4M/T 15,5UZ-V BY T PURL/C WORKS DEPARTUENT SHALL BE VALID TO 8L �'E�O�EO � _ �-�4 .. �/N � •, � �w-�-- � 1 P N TR PRIOR T r R 1 TR T AOR EROSION CONTROL PRIOR TO 00706E9 �- - M -.w.. -. - PMD 18,f 88-89 8. SLOPES ES CDS UCTED D DOC OBE SHALL BE EA ED O E' OS INVOL WNG UNDERGROUND FAC/LIT/ES UNLESS THE APPLICANT HAS AN INQUIRY _ -�, FF 1184.OQ L/EAYY RUSH ` 15. SLOPES CONSTRUCTED AFTER OCTOBL'R 1 SHALL BE TREATED FOR EROS/ON CON7ROL AS THE y A _ _ /DENT/F/CATI'ON NUMBL�'R /,SUED B U.S. . lf-- //r '+ .80 � {�1, (ExrS T R S/D,ANrrAL) CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERACALL Y. R H TAXEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERU/N/NG w' --w - - T - PAR 2 CARE � � �.. /N P T/ N F TH SITS THE /TY ENG/NEER MAY \ -.r - `� 19. FILL AREAS WH/LE BE/NG BROUGHT UP TO GRADE AND DURING PER/ODS OF COMPLETION PR/DR rD FINAL STREET IMPROVEMENTS. UPON S EC o o E E C REQU/RE MUPORARY GUN/TE SWALES, ENTERING OR LEAVING /UPROVEUENT,S ;�. r,� � 1� PAR, / GRADE* SHALL BE PRo7ECTEL7 BY VARNOUS`' MEA,S"URES TO E"L/U/N•�jE EROS'/DN ANIS THE S/L TAT/DN Or DOWNSTREAM FAC/LIT/ES AND AbVACENT AREAS, TT/ESE MEASURES MAY INCLUDE, BUT SHALL NOT BE .. 1�• PA CEL UAE' NO. 25538 L/UMEL0 TD: TEUPORARY DOWNORA/NS EITHER /N THE FORM OF PIPES OR PAVED D/ACHES WITH PROTECTED ` ''. fcti OUTFALL AREAS, GRADED BERUS AROUND AREAS TO ELIU/NATE EROS/ON OF FILL SLOPES' BY SURFACE RUNOFF, 1 / /?/W �R/W �� a r � ,� �• _ . � CONFINED POND/NG AREAS TO DE,S/L 7"RUNOFF; TE"UPORARY CHECK DAMS /N ADE' OF SLOPE DfTCHE'S TO ` - _. ..-�.--�- - _ �.e- \,�w... �y DES/L r RUNOFF; PRr W PION ,5`UCH AS SV IO BAGS AROUND INLETS WH/CH HAVE NOT BEEN BROUGHT UP F - `-` `"" "�"� ~` - --�- � �"� "`Y�4 '" TD GRADE• AND EARTH BERMS AND APPROPRIATE GRAD/NG TD DIRECT DRA/NAGE'AWAY FROM INC EDGE OF TRE TDP OF SLOPES SHALL BE CONSTRUC7F0 AND UA/NMINED ON AROSE FILL AREAS WHERE EARTHWORK 2 18' 12 -.w.-�-- `` - -` ...-.._._ ....�.. ._ _ ._.-�-.. .- �.~ w _ _. �--�.�: • `��� o .; _ �� -� ,- .r.�- � TO OPERATIONS ARE NOT/N PROGRESS. ` � �.w-.rte ~ , .r�� -\ µ EX/ST. AC/AB ._ .�. �. -.�-._� --- �_. _ -"` .� �._ . -� -- may- ". EXIST C&G _ -.-.� ' � V� 2 L D - ._.. ,-.- -.- -... -- _ ._ _.,- .-� r -ti �;'�'"�- � � -.�- -=- -~ -�` ,,; 20. OP Of ROS!/ DITCHES, WHERE R Q I ED ON MIE PLAN, `- �" T CUr B H E UR S/RALL BE CDN,S'TRUCTED PR/OR TO EXCEEDING EX/ST. SUPER � =��,�..... ...._..-�.�._.. ... ..._.,,w _.,�.�...w-._.�.....w........�.�...�.-..,.. �. .�. `�.. ,.�....., .. .._.-. ...�... ---� .,.....,..; ..� � . . ..�' ,� ' 2.1 MAX. (nolp. A� > � E� = � �-, __ �. �.. - . - ► ...-."_. -- .. - .-�. _._ . ,.7 ��, - .-..� ,� `� TWEL VE (12) FEET OF CUT MEASURED VE"RT'CALL Y. ..- FH ASSY. ` - _w - � - -- �" ° ..- _ .. .. 21 CLEARING AND GRUBBING SH0UL0 BE L/U/TED TO AREAS' T114r WILL RECEIVE IMUEDIATE GRAD/NG EROSION CONTROL MEASURES WILL BE REQUIRED TD PROTECT AREAS WHICH HAVE BEEN CLF.�RED AND GRUBBED PR/0R TO GRAD/NG OPERATION AND WHICH ARE SUf�/ECT TO RUNOFF DUR/NG THE PERIOD FROM OF THE RA/NY IYPICAL SMeET S60AON �� �.�- w - ..� , ,�N ».,,� - ,� �:�,, � .,��.�-"" �,,. .�- THESE MEASURES MAY INCLUDE BUT SHALL NOT BE L/�1/T,�"D AO.- GRADED DfrCHES• BRUSH PROP. PCC STALE � � ��.� .� �.,� �� �,.-- � �,� � �..�-� SEA,S`pN. , -_ _- -.-.- BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGEMT/ON BEYOND L/UMS OF N.T.S. PER DETAIL TfI/S SHEET _-- vND R s PROPOS`ED 1 D f�/D - ._ -.. .- ��� C DRAINAGE EASEME� •� GRAD/NG. ESTERD STREET; OR�l�1SBY ROAD � � � ` S�Ar ID-�o�,�9 � . rob Ftil R C.D.T STD, DWG. 22. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT REL/EVE TRE DEVELOPER FROM 1 Q IN PE 0 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OM/SS/ON DISCOVERED DURING CONS`TRUVA N. UPON IN, ND. - --- IUD= REQUEST THE REQU/RED PLAN REY/S/0NS ,SHALL BE� PROMPTLY S'UBU/TTE'D TO THE DE�PAR7U/ENT OF PUBLIC -- "' WORKS FDR APPROVAL. IN VAR/ � , ' ► /► �' ' - G, ES 2J. ALL GRADED SLOPE AREAS 5 OR UORE /N HEIGHT SHALL BE HYDROSEEVED UNLESS BUFF/C/ENr NATURAL �P I R�''EL ,� P NC. 2� 982 6F OREy �C/rlip 1.5• 1.5' r 5" , VEGErAT/ON HAS BEEN E,S MAbL/SHED AS DE7E1MM0 BY THE CITY OF TEUECULA INSPECTOR. �"r� � •-- --,--- 24. JUTE NETTING SHALL BE INSTALLED ON ALL SLOPES OVER 10' HIGH. 10 EX/S7: PL �"I1IC�/nI� '�' �"��t��' ', �'�YDESCRIP /� NE" EE�L D 'E•R , S'SES'C ',A ' 'EL l► rL EL T' l1/ 00A' rOL L FREEVAR/ES s r6'"P D WWM Af�iG1.�'rRONG DEVEL DPMENl' SERVICES GUAM PACIFIC POWER CORPORATION 945-070-011, D/,9 018 TOPOGRAPHY HAS BEEN GENERATED FROM PARCEL 2 OF PARCEL MAP 246SJ AS SHOWN BY MAP ON ALE IN BOOK 1101 CALIFORNIA AVE:, SUITE 100 656J VIA ARBOLES FIELD TOPOGRAPHIC SURVEY DATED APRIL, 1g3 OF PARCEL MAPS, AT PAGES 8S' rHR©UGH 87, T06E7HER WITH /.0* 6" �-�- � 1999 TOGETHER WI7H A ROUGH GRADE PARCEL > OF PARCEL MAP 25538, AS SHOWN BY MAP ON FILE /N BOOK 1.o' _ '' � CORONA, CA 917'19 ANAHEIM HILLS., CA ,9280 X221 As_BUIL r SURVEY OF PARCELS` 1 & 2 OF 183 OF PARG'EL MAPS, AT PAGES 88 THROUGH 89, TOGETHER WITH 422=" IJJ -- 17 . 280 -170J PM WA/VER 28400 AND PARCEL I OF PM PARCELS 1 AND 2 OF PARCEL UAP 28440, (WAIVER) AS SHOWN BY PH. �9D9) 273 x'444 (714) 255J8. CERA17CATE OF COUPL LANCE NO. XXXXX, AS ,SHOWN BY/NSTR11UENTZ DO 1 „, ,,, f 0ETAILFAX (909) 27J•••--944,.x' FAX (714) 235-- 4822 NO. XXXXX,, RECORDS OF RIVERSIDE COUNTY, CAL/FORMA, MV #WKING LWYS BE RE Fav &902 GR -�TRAFFERENOF L099--mO666R N.T:S'. CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. SCALE 0FESpBY:,.,-­ ... T �� � �� DEPARTMENT 0E PUBLIC WORKS �� RECOMMENDED /�! ” DA E. tiq OGA DGA DGA �— Contractor R.C.B.M. # T-56-81 STAMPED B.M. A �� 35--A-75, 43 S. OF C.L. INT, HorzontoI � � Plans Prepared Under Supervision Of JEFFERSON & WINCHESTER, 3 NW. --•'' 3/1OjOF P.P. 1623535E FLUSH, 2 BRASS No.C48758 0 rrn � ACCEPTED BY, DATE. — � PAROLE PU 63J � � �� • 'x-" Inspector DISK IN CONC. Exp, g/30�Q4 �' _ Date DEPUTY DIRECTOR OF PUBLIC WORKS I PY 255J8 AS S H ow N � . . DENNIS G. ARM RAJ ' RONALD J. PARKS. Yy�kPARCELS _._... � .�. �Y�����.� Vic' . NO Completed �► - PI?ECISE GRADING & EROSION CONTROZ PLAN 1:'A E OF MYON C4 9/30/00 19744 9/,30/01 ,� � P'REC'ISE GRADING ' EROSION CONTROL RLN Sheet ' of / ELEV. 1037.613 R.C.E. No. 5 Expires R.C.E. No Expires: S-r