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HomeMy WebLinkAboutParcel Map 8455 Parcel 2 Precise Grading • r C — 7 Mir QfN F11F1MF : CTAA EX. WATERLINE r / Jr � ," EX. WL _'VICE LATERAL Fp M . -4 5 5 ) A c12 1E Li 2 RANCHO CASPOARK ✓ APN 945-110-002 / -' ,- , '- � � 0 EX, ELEC. VAULT _ _. _ EX, ELEC,•' C❑NDUI F 11 F C S CIAD Cr- -_�� C lip T AA —N.881.,..„-----:;;-> • r- j�,\T0EL VAULT � ,,„„R[3: •- ..-4,‘O.0 LIMIT OF EX � �❑ ND#:IIT i•.3,2„--r._- , � / DISTURBANCE 5' BERM \ i .'.. . X. ELEC VAULT, �•.•.. �, \ ♦ • Ari i -- 17.E / r �` VICINITY MAP. ri� --- • 1., - -z GENERAL NOTES/GRADING NOTES/ ` ”, �► ' � '40 s ` �"pmow �� EROSION AND SEDIMENT CONTROL NOTES TOPOGRAPHY SOURCE: CAL. RD. .•'\4 \`!! , . ` , `'se : THE PROPERTY OWNER/ENGINEER OF RECORD/CONTRACTOR SHALL FIELD SURVEY PER KEVIN BRESNAHAN RCE DATED 04-22-20164 Fi 2r 251-•FR❑NT YARD-" \� ��,4,, :Tt%s' � t F ADHERE TO THE CITY OF TEMECULA'S STANDARD NOTES AS SPECIFIED IN FOR ON-SITE DATA 2' CONTOURS (WITHIN PROPERTY BOUNDARY) p NM �1. v CITY OF TEMECULA BUILDING SETB`ACK \„`�I ; APPENDIX D, E F AND G OF THE "ENGINEERING AND CONSTRUCTION CITQ MANUAL” (LESECTION 6 2) IN ACCORDANCE WITH CHAP?ER 1806 OF THEPER DATA AVAILABLE 04-22-2016 FOR OFFSITE TOPO. y 20 D�VEWA " � ��: / i/III ,���i144,4 �\ d "CONSTRUCTION, GRADING AND ENCROACHMENT" ORDINANCE N0. 13-01 AND 5' ON-SITE TOPOGRAPGHY PA RD. , t9' COPIES OF THE NOTES SHALL BE AVAILABLE ONSITE AT ALL TIMES \` f' ` ` DURING THE CONSTRUCTION OF THEPROJECT. PROJEC- ,e 111 4 E SITE MIT ❑P ��� _GATE 4 <`'`-, 4 C--I 1�'°. �.-• PROPOSED � &ORM S f.•, r � \.::::<()( `. DISTURB,kE .,`,\,C \" �� ` ` PAD= 1231.00, Er , '31,67,\ \ Ex' e SANTIAGO RD. II < Z CeY f ,,. • `�,?, r i \`• PARKING to o -.%.*‘-'''.'"--,„„,,"::::‘ ` "~ it `\. CONSTRUCTION NOTES AND QUANITIES: `� ��` \ ^.\\\` \�� 1✓ j �`�y/44, i j,' /%�. \moo` \ S MBOL ITEM UNIT OUANTiTY 7.------<:-H- ` 9 / h y ..\� a`� : `�� :_,.----.: , �/ �`�/I `,� •'`�6 4" P.C.C. PAVEMENT (PRIVATE DRIVEWAY) S.F. 2,425 U A PP51 7.N , \`fie ��� 5,��/ ��%�� , `� N°0,1% Q CONCRETE DRIVEWAY APPROACH PER C.O.T. STD. DWG. N0. 207 S.F. 146 jEMFCUL `\ „ 1\3/4................. '" - E `` Q LIGHT CLASS RIPRAP PAD PER DETAIL SHEET 3 C.Y. r ` r •; �� 04 STABILIZED CONSTRUCTION ENTRANCE PER DETAIL SHEET 3 EA. IL �„.��,; J l �~'� GRAVEL BAGS PER DETAIL SHEET 3 EA• 400 :� ► -�' ` /, \" APN 945.-1,1-8(12" �,�� /�/ 2'; 1 © HYDROSEED MANUFACTURED SLOPES S.F. 18,700 LEGEND �\ , „ •,/,.// • . - Q SILT FENCE PER DETAIL SHEET 3 S.F. i � � / �•�i�v ` ` ieY J1DE YARD ® MORTARLESS BRICK PAVERS OVER 1" SAND ON COMPACTED S.F. 973' \.•.. �%i ; LIBUILD•INCi_SfBACK 4" AGGREGARE BASE PER SOIL ENGINEER 2,807 PROPERTY LINE `` :-' _ `� • /�f/ •�, O9 4" PVC DRAIN (2% MIN GRADE TO OUTFLL) L.F. 560 — — CENTERLINE OF STREET \ "'' ;`�•• , .,,..• ?: =': '` i'�'"'��j \ '` .��•* `" r - 0 8" PVC DRAIN (2% MIN GRADE TO OUTER) L.F. 240 EXISTING CONTOUR "}r ' !' i�---<-5---„,",:,-----— '' /.�ij ` -` - ~ 0 INSTAtL FIBER ROLL AT TOE OF INTERIOR SLOPES PER DETAIL SHEET 3 L.F. 370 le 75 FINISH CONTOUR ,, ✓/ % moi`"',, ,. -"`,• , ,,,,, ,, ' �. �---- FLOW LINE ,,-' ... .....__, _ .__�.. ..,moi ,, ,jr.� ......_..�... Y�f..�'',,,�- -,r'`i • ` � _ �.. _ • -' _ ``., SEPTIC SYSTEM DESIGN BENCHMARK: FG FINSH GRADE r 10 `S,IDE YARD , r' ' TC TOP OF CURB %�<;-- $E r:GRADING_--DE•TAJL-=SHEE N; ---,, 4 BEDROOM HOUSE (UP TO 60 F.U.) RIVERSIDE COUNTY DESIGNATION 600-7-68 BUILDING' SETBACK `_ .. THE REPORT BY FS FINISH SURFACE - ` r '/ �% `` \``` ` P = / F/ ~�_�.. `'' UTILIZEA A RATE OF 0 2.2 GALS S" DAY STANDARD BRASS DISK STAMPED "J 63" ESTABLISHED BY C&GS. ,k� fr - ` TESTED ERCOLATION KEVIN BRESNAHAN RCE DATED 05-20-2016 SET VERTICALLY IN THE NORTHEAST CONCRETE WALL OF THE FORMER FL FLOW LINE �A _�� ;�� •\ / / `., 2500 GAL. SEPTIC TANK CONNECTED TO FIRST NATIONAL BANK BUILDING, 1.5FEET NORTHWEST OF THE EAST GB GRADE BREAK �� + / rr �� 2 VERTICAL SEEPAGEPIT 6' DIA. 23 DEEPBLW. 4' CAP* / '�'� ` 2.3 FEET ABOVE THE FIRST CONCRETE ENTRANCE STEP. PL PROPERTY LINE \ / ( `��` \ PROVIDE FOR 100% EXPANSION AREA '' \ "� .- �- ELEVATION: 1005.651 FEET, 1929 DATUM, SET 1970. Am 945 090 0071 �\ r"" ""- VERIFY WITH ENVIRONMEIAL HEALTH CL CENTERLINE �`- \ / ? EX. BRUSH , �ti,. *REMOVE T-8' OF CUT TO CONSTRUCT PIT AT PAD ELEVATION CORNER OF A DOOR COLUMN AT THE EAST CORNER OF THE BUILDING, IE INVERT ELEVATION `� N i \ \ / / / • , EXISTING SIDEWALK/AC PAVEMENT \ \ \ „r / (AS NOTED) LIMITS OF CREEK EX. BLDG. 3' TYR, ,' �r -• �. APPLICANT/PROPERTY OWNER: SHEET INDEX \ 7. / COVER SHEET SHEET 1 \ E.X. �CHANNEL , JACK COOK AND JENNIFER -AYES COOK iS GRADING DETAIL PLAN SHEET 2 EXISTING BUILDING FOOTPRINT / + ' -'_1.. ,� " 31480 PENNANT COURT TEMECULA CA 92591 GRADING & SEDIMENT CONTROL SHEET 3 ,, \ �� v ='� /3`T 2Q�F,. CONSTRUCTION DETAILS COOKE.JACK22@GMAIL.COM TEL: 760-987-9789 r• �;..' : r'' °`� EROSION & SEDIMENT CONTROL PLAN SHEET 4 PROPOSED BUILDING FOOTPRINT -e' �: l4 N�� f CUT/FILL LINE 'r/ >'' ' r' ` �`. � . / _ /� APN"945-110-ODS �' • ^} GRAPHIC SCALE PROPOSED MOTARLESS BRICK PAVERS /' ' SEE CONSTRUCTION NOTE N0. 8 O PRIMARY SEEPAGE PIT - ^ } "REAR YARD •- `���� r S - _BOILDING -SETBACK 40 0 20 40 80 160 PROPOSED CONCRETE DRIVEWAY APN,94 - OOB r _ _ 40 _ � SOILS ENGINEER: EASEMENT NOTES: SEE CONSTRUCTION NOTE NO. 1 RESERVE SEEPAGE PIT r .__•� „,r,/,>' r, SOUTHSHORE TESTING & ENVIRONMENTAL NO EASEMENTS ON SUBJECT PARCEL ----- ( IN FEET ) 23811 WASHINGTON AVE., SUITE C110-112 ENCUMBERING THE PROPOSED DEVELOPMENT a PROPOSED DRAINAGE INLET MP: RIPRAP PAD PER ".../'/ 1 inch = 40 ft. SIZE AND GRADE PER sq'°' DETAIL SHEET 2 �- - -' MURRIETA CA 92562 TEL: (951) 239-3008 DETAIL, SHEET 3 ACREAGE: Y Y PROPOSED CUT BANK iIIIIII}IIIIIIIII SEWAGE TIGHT LINE -- ----"" RATIO PER PLAN ® SEWAGE D-BOX GROSS ACREAGE 2.79 ACRES (TWO WAY) NET USABLE ACREAGE 2.56 ACRES SITE INFORMATION: ENGINEER: EMAIL: KBFALLBROOK@YAHOO.COM VVV PROPOSED FILL BANK DISTURBED ACREAGE 0.985 ACRES STREET ADDRESS: "NKA' PAUBA ROAD, TEMECULA ILL: ( b1) 532-6311 RATIO PER PLAN KEVIN BRESNAHAN, PE - - BUILDING SETBACK LINE' PROPOSED IMPERVIOUS AREA 8,225 S.F. LEGAL DESCRIPTION: PARCEL 2, PARCEL MAP TRACT 8455 3031 RIDGE CREEK DRIVE 2,425 SQ. FT CONC. DRIVEWAY ASSESSORS PARCEL NUMBER: A.P.N. 945-110-001 FALLBROOK, CA 92028 PROPOSED PVC DRAIN PIPE 5,800 SQ. FT HOUSE FOOTPRINT LIMIT OF DISTURBANCE SIZE AS NOTED PER 2,807 SQ.FT PERVIOUS PAVERS DRIVEWAY CONSTRUCTION NOTE --r BURROWING OWL NOTE: D < l�9 l E R TPRIVATE ENGINEERS NOTICE TO THE CONTRACTOR: NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE-GRADING MEETING WITH PUBLIC �Y e EARTHWORK NOTES AND QUANITIES: WORKS. ALL PROJECT SITES CONTAINING SUITABLE HABITAT FOR BURROWING OWLS, WHETHER FOUND OR NOT, REQUIRE � THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR A 30-DAY PRECONSTRUCTION SURVEY WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF A t DTOLL FREESTRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF CUT3,600 CYBURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT ON-SITE, THEN t1 800-422-4133AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING DIVISION APPROVAL. IF BURROWING OWLS ARE i) EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE FILL 3,600 CY FOUND TO BE PRESENT OR NESTING ON-SITE DURING THE PRECONSTRUCTION SURVEY, THEN THE FOLLOWING iCONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO IMPORT/EXPORT ---- RECOMMENDATIONS MUST BE ADHERED TO: EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES OVER EXCAVATION & RECOMPACTION 1000 CY BREEDING SEASON, WHICH IS DEFINED AS MARCH 1 THROUGH AUGUST 31, WITH THE FOLLOWING EXCEPTION: FROM MARCH BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 1 THROUGH MARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES MAY TAKE OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY AGENCIES (IF ANY) THAT EGG OR CHICK REARING IS LD 16 - 2 2 0 5 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOT TAKING PLACE. THIS DETERMINATION MUST BE MADE BY A QUALIFIED BIOLOGIST. CONSTRUCTION RECORD DATEI BY REVISIONS ACC'D DATE BENCH MARK SEAL: 1001PGP.dwg SCALE OQROFESSip.,C Designed By Drawn By Checked By Date: d /el CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor ��� F KPB KPB KPB Recommended By: Horizontal cO 2 KEVIN PATRICK --;2-,-, These Plans Were Prepared Under The Supervision Of: ilts: T4, Inspector AS SHOWN rr BRESNAHAN /�� AcceptedBy: 72 /NoC59954 ���//j, Date: 6i 4 PRECISE GRADING PLAN P G — 1 Vertical # Exp. 6/30/18 * .1`�/ i�j Date as-F-404' 9 Ike Completed sr c 1 v\ s KEVIN PAT ESNAHAN THOMAS W. GARCIA 2 �, TITLE SHEET N/A grFOFCAL\c 9' R.C.E. No. 59954L. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER �'°,r� 1ea� PM 8455 PARCEL 2 Sheet 1 of 9 Expires: 06-30-18 R.C.E. 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' BuilLnING 1 . / 4.,:.,„•Avv,,,•;,„,,w.,,,,,,,,,,,9„,,,et41.,,c...„ta., : : , i , / Ari sEroAcK \. . ,,I , Le G)C11@ ,re GIII‘e1:1 I eIZI / ' / ,a,„11..tfle.:Yrrtaitnift . ? . / 1 I ' ('D / • V'' i ''''.•,„,,,,_,,, k 1 i Ix i , ' k \ Ce'r - ,e ' ' , • / / /.... . •( LEGEND CONSTRUCTION NOTES : - - _ PROPERTY LINE EXISTING SIDEWALK/AC PAVEMENT --0----- t ,i / CENTERLINE OF STREET (AS NOTED) SYMBOL I TEM ® PITINE 0 ......_... 0 4" P.C.C. PAVEMENT (PRIVATE DRIVEWAY) 4 70- - EXISTING CONTOUR LIMITS OF CREEKPP RRSCOOISODIF:NEEZOOSTESSATAEERAISLDDUN:NDPDSTOHRVI GTOCAEERNEI DNADTADNRIDEG:AEET EI RNPEINPRLIEPTE --N4 © CONCRETE DRIVEWAY APPROACH PER C.O.T. STD, DWG. NO. 207 475-- FINISH CONTOUR 0 REsPRIMARYRSEEPAGE,E EAIsi- EwL. PIT PROPOSED CUT BANK © LIGHT CLASS RIPRAP PAD PER DETAIL SHEET 3 FLOW LINE - ' i :: EXISTING BUILDING FOOTPRINT , ,•„, , • V Y RATIO PER PLAN a MORTARLESS BRICK PAVERS OVER 1" SAND ON COMPACTED 4" AGGREGARE BASE PER SOIL ENGINEER -.co--- FG FINSH GRADE . . , , ot-", RIPRAP PAD PER DETAIL SHEET 2 PROPOSED FILL BANK GRAPHIC SCALE , 80 , ., , RATIO PER PLAN 40 8 4" PVC DRAIN (2% MIN GRADE TO OUTFLL) TC TOP OF CURB ' • PROPOSED BUILDING FOOTPRINT V V 20 - . SEWAGE TIGHT LINE D I G ill E B T 0 8" PVC DRAIN (2% MIN GRADE TO OUTFIL) FS FINISH SURFACE IIIIIIII FLOW LINE t ., ,7,,ww PROPOSED MOTARLESS BRICK PAVERS clil SEWAGE D-BOX le ,... FL LIMIT OF DISTURBANCE c, 0 a A".----.- : --'4 SEE CONSTRUCTION NOTE NO. 8 (TWO WAY) GRADE BREAK ittisil DIAL TOLL FREE GB _ _ G (% 5. i 1 -800-422-4133 PL CL PROPERTY LINE CENTERLINE - - 0 10 120i(ncIhN LD16 - 2205 AT LEAST TWO DAYS INVERT ELEVATION ."-.` . .'.i -: • ' PROPOSEDCONCRETENOTE EVENWOAy 1 1001PGP.dwg BEFORE YOU DIG IE BUILDING SETBACK LINE' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL: Designed By I Drawn By I Checked By Recommended By: cAlg:/.25152__ CITY OF TEMECULA .FE2ET0 ) ft. DEPARTMENT OF PUBLIC WORKS REVISIONS ACC') DATE BENCH MARK _%0FEssin., a T e, CONSTRUCTION RECORD DATE BY &SCALE ,tzs,9? -4((c, KPB KPB „ KPB ‘ I j/(fi _j_ / Adefrirke, PRECISE GRADING PLAN P G - 2 Horizontal itAV - Dat Wbf0 Aria SHEET Contractor AS SHOWN i KENBvioR.ENs_NPJ;HTRA_INcx It These Plans Were Prepared Under The Supervision Of: GARCIA Date.: r in 114- entarwitli TITLE'1/411PM 8455 PARCEL 2 Inspector Vertical AccepteTCDdLij..toETBmAclyTF: /A R.C.E. No. 59954 .4,%Expor.c6c1,3;09;500;4_,/ , - - - PA RESNAHAN Me Completed EDxapte:r-eS:-067.-.3047:8 M R.C.E.ONR0OF4P8U2B7LI9C WORKS/ CITY ENGINEER atqw.. ... 5 DROP INLET/INLINE DRAIN DETAIL NOT TO SCALE TYPICAL KEYING/BENCHING DETAIL STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE NOT TO SCALE 4 B' TYP. REMOVE UNSUITABLE MATERIAL ��OOOO� COMPACTED FILL OF-WAY PUBLIC RIGHT- 8" SQUARE OOOO SEE DETAIL A NYOPLAST GRAT BENCH T �\ S•�SC PROJECTEDOXPLANE / t.ANDSCAPE I 30 MIN. / HEIGHT Ooh FROM TOE OF SLOPE : ,,. 2% MIN. => (=2% MIN VARIES TyA �.������� TO APPROVED GROUND „- _ g• - n�n�u� GRATE rile/ - - - - - 4' MIN. BENCH \ 11=11 71=11:- g^ MIN. 71:":11':11.-11=11=II-11=(TYP.) NAT. GROUND. — PROFILE�PLACE FILTER FABRIC UNDER �// �/ DIST. = TOP OF GRATE ELEV , 2% MIN. "' 44 ,t; / GRAVEL ENTRANCE / . / / - INVERT ELEVATION (OUT) 15MIN. / / 12• LOWEST BENCH j_ 2' MSN, // Ii, SIZE PER PLAINLY. TYP. _) (KEY) KEY DEPTH EXISTING GROUND PLACEO Y10' MIN. PLATE PUBLIC RIGHT-OF-WAY REDUCING ADAPTOREl / / / / 40 17N WATERPROOF ADAPTOR // // / // f I f' �� FOR SDR 35 SEWER / / // 90' ELBOW -- -U-H-11-11-41. . . . .. n, ••t• / / / / ( ORT CONNECTION AS INDICATED) i11-xm--1� 1 '.• , i 12 MIN. = • /� u=a=nn=i : ai$ RIPRAP DETAIL "_" "_"- NYOPLAST INLINE DRAIN (DETAIL A) PLAN BACKFILL MATERIAL SHALL BE NOT TO SCALE 3 Y \ CRUSHED STONE OR GRAVEL MATERIAL 2"3" (50-75mm� MEETING CLASS 1 OR 2 AS SPECIFIED 6' 'WIDE PROI/IDE APPROPRIATE TRANSITION IN ASTM D2321 EXISTING GROUND • . LIGHT RIPRAP COURSE AGGREGATE BETWEEN STABILIZED CONSIRUC1ION (Per Plan) 1 (PER PLAN) M/N. 6` (150mm� THICK ENTRANCE AND PUBLIC RIGHT-OF-WAY BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12' LIFTS AND COMPACTEDemelt IMPERVIOUS LINER 3' (36"MIN) • DEPTH �n ALL SIDEWALLS ONLY NOTES: 6" THICK 1 . THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT CLASS 2 BASE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY NO FINES REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. TYPICAL YARD DRAINAGE/SLOPE BERM DETAIL CONSTRUCT FACING (a TON" Avg. Rock Size) RIP RAP EROSION PROTECTION, AT 18" 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO NOT TO SCALE (Min) DEPTH, 120" LONG & 72" WIDE AS LOCATED ON PLAN. PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABLIZED WITH 5' MIN. / CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT FF t BASIN. / 2' MIN. / �/ 8" MIN. \//\\//\\\ 207 AMA'.N' 1 FL / \/� I ./ 09' MIN. 1' MIN FIBER ROLL DETAIL �WHEREND SPECIFIED FOOTING \/�\�\�\�j \ �� y /```P(O 2/ NOT TO SCALE 11 E rEo /�\/ /�\ TYPICAL GRAVEL DETAIL /A AF NOT TO SCALE O 2 BAGS HIGH GRAVEL BAG A CUT SLOPE SECTION A - A' � �� MP - - A SCALE: 1"=40' HORZ. 1"=4' VERT. R' II '' ,/''./* - - PL 5' TYP. N3: 1 CUT SLOPE R �P� %; ���,', ,�,'�''/'/ SECTION A—A ELEVATION BERM EX. SIDEWALK ,',','ll' ' ' / / , / �� , 'i'i'i'i'i' III NO SCALE NO SCALE 12407 NIN i'i'i iI'i i': �'' W INSTALL FIBER ROLL 20' PAVER",._. .'.'.'.'.'.'.., III L I DRIVEWAY / _ ._ elf i''i i�'i i�i��'�' I ALONG TOE OF SLOPE SLOPE BERM . ,e es eg t,•,� I I I . I / PER DETAIL, I� SILT FENCE DETAIL 2.0% 7.O� F.F..•= 1231.67 THIS SHEET '� FIBER ROLLS 2.0% 2.0% 123027-8" NOT TO SCALE PROPOSED / PAD = 1231..00 I 1. SET POSTS AND EXCAVATE A GRADE DRAIN INLET 8' DRAIN INLET / 4"...PVC DRAIN 4 BY 4 IN (10 BY 10 CM) 8" PVC DRAIN) 4" PVC DRAIN 8" PVC'DRAIN EXISTING GRADE FIBER ROLL _ , , LONGHTHEPSL�EE O FPOSTS.D '-... 8' MIN SL ppE 1220 I — Z. V��S \ 2: 1 FILL SLOPE O� iiiIIIMmt �� 4 IN (10 CM) X llP 1 2. ATTACH THE FILTER FABRIC TO 3. BACKFILL AND COMPACT THE THE POST AND EXTEND IT EXCAVATED SOIL. 1210 INTO THE TRENCH. ;ill 1 1,- z 0.75' XI ' -• f0.75'WD❑D STAKES II I a� MAX 4 FT I I I FILTER FABRIC �+/ 1200 _.. .. . ------- _ - o SPACING h I I — WIRE _ 0 100 200 .. I _ _ _ )1 ENTRENCHMENT DETAIL SECTION D - D " SECTION B - B �� SCALE: 1"=40' HORZ. 1"=4' VERT. SCALE: 1"=40' HORZ. 1"=4' VERT, SECTION C- C„ SCALE: 1"=40' HORZ. 1"=4' VERT. S' WOE....X.t-'.....HIGH_ . 1240 5' WIDE X1' HIGH EXISTING 2: 1 BERM AT TOP OF BERM AT TOP OF CUT SLOPE FILL SLOPE FILL SLOPE CONSTRUCTION NOTES : PROPOSED, 1240 PROPOSED 2: 1 1240 PL SYMBOL ITEM 3: 1 CUT SLOPE PL FILL SLOPE PROPOSED 2: 1 2% 9' FILL SLOPE_ \ `.- 1230 _ 10 4" P.C.C. PAVEMENT (PRIVATE DRIVEWAY) PROPOSED GRADE EXISTING 2: 1 ® CONCRETE DRIVEWAY APPROACH PER CA.T. STD. DWG. NO. 207 GRADE II F.F. = 1231.67 CUT SLOPE 5' © LIGHT CLASS RIPRAP PAD PER DETAIL SHEET 3le N1/44t;‘N. \ X.27.EXISTING PAD = 1231.00 ® STABILIZEDCONSTRUCTIONENTRANCEPERDETAIL SHEET3 DIG , RT 2 a- ___-•-----.__ _ -�.T -=-Y------._-- 1230 • 1230 1 1 i q,=> Q GRAVEL BAGS PER DETAIL SHEET 3 „ NN I 20 L 1220 © HYDROSEED MANUFACTURED SLOPES TA Q SILT FENCE PER DETAIL SHEET 3 GRAPHIC SCALE ���� DIAL TOLL FREE EXISTING GRADE ® MORTARLESS BRICK PAVERS OVER 1" SAND ON COMPACTED 20 0 10 20 40 80 _ EXISTING GRADE ' L 1220 C AGGREGAREINBASE% PER SOILE ENGINEER - - 1 -800-422-4133 - 1220 0 100 ._._...___._._._.-. 0 100 4" PVC DRAIN (2% MIN GRADE TO OUTFLL) AT LEAST TWO DAYS 1210 0 8" PVC DRAIN (2% MIN GRADE TO OUTFLL) ( IN FEET ) BEFORE YOU DIG 0 100 0 FIBER ROLL PER DETAIL SHEET 3 1 inch = 20 ft. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LD 16 — 2 2 0 5 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: eszoFEsso,� Designed By Drawn By Checked By y�y� 1001PGP.dwg SCALE Recommended By: di Gag- Date: :121/11114 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal L (� KPB KPB KPB — a. KEVIN PATRICK ' These Plans Were Prepared Under The Supervision Of: ,, Inspector AS SHOWN BRESNAHAN / �� � el sti PRECISE GRADING AND EROSION AND pG - 3 * EP. s/0/18 ,� Date -��Q^a Accepted By: DateC �� I SEDIMENT CONTROL CONSTRUCTION DETAILS Vertical - 4'4)3/44. civ�� N P - BRESNAHAN THOMAS W. GARCIA F N/A cat1F° DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER4,;;4411 PM 8455 PARCEL 2 R.C.E. No. 59954 Expires: 06-30-18 R.C.E. No. 48279 44.0 . n. Sheet 3 of 4 S 1 1 11 L / l , i .. . j 31 t F ` a`a+ 1' � 1L. � � ''..— �1 .t .- r......---....._-_-_-_-_ +. �j t r+' �( qq J Th EX. LI i -_._ 1 j ' .(t ' EX. BLDG, D• RIVE r== 2 EX. WATER LINE tt ISEL/ I do t i PARKING /ti SERVICE LATERAL 1 r ( i 1 4; �a ii ill u __... Q ,! t Mir EX, C❑NC. WALK --. P • t F F eif X FIRE _________-___-- 1_w41 -v b` H' :DANT _.__ ._• _ .. N34.36'03"W - - - - — EX ELEC, - - - - - - ..._ _.. j' 1 �j C❑NDUIT - - - - - ._ - - - 1 If LIMIT OF 1 t EX ELEC. I ` EX, CUT BANK DISTURBANCE / 1 VAULT ` _ I 1 ` j .r ' •tt `> i�rZC � �' � ' OO i tisz lea GRAVEL BAGS PER • li ii �' _ ; - �, DETAIL THIS SHEET. i. /#1 i 1 EX, TELC❑M r ` r �. '''®� \�`�� ." ` ` 1 FILL III %' VAULT \a\\ : i _ ` SL❑PE 1 EX, WATERLINE O \ ♦ ♦ /iii I/ / / I EX. TELC❑M i ::±(.7"). .i.1-01j a. I,, , 'zI r ♦ `� CONDUIT r' I r rC.. \ \ ti t• rr?•2 \ 111'5-_(-).,..,, • 4111i, set , • 1 Fli • 1 1 � , >I SL OPE ` \/ `� < USE ' ' ` � '`.�µr` - _--- t. MIN -' \ �?r;r)�r• H,) rr;..�, RANCHO CAL, SPORTS PARK ' �' t \ \ n i, < �:fid{< , . GARAGE O \ ! - - ___-_ ___,__,____„_____.==== - - - 8" HVC i)RA;i I \�` APN 945-110-002 ' l r t'1:.,rit�t r \ _- ---_- _ — - -_ / ' tar Its 41.11 ii. ;Z.) / \, MI <1,13\\ • � • // / 11 ' /111 if / J ! ` 1/: ,`; 0 ( O \\ ,. ' ;. . :1 A HYDROSEED OR STRAW FIB R 5' BERM I I r . " :i / 1 \ •, D..r i r % MATTS PER CONTRACTOR Oi 1 �(i f f 0� ar \ ...- . ‘,./- r-Q-Nrt , $.2 •/ \� 2<i-8:r:2-Q-(1 -• (� .C O \ : ,,,_()_0_,-„.„.„r r` I pR 5 jl / /1 0 z� 131 Q0, F QPM S,F 1 r �' 14:4:(C II 1 i , MIS F, 13 •R, I I j � I r ,.� Q 1--.-."'- ‘1. f t� 316 w I / r` ' ;` EXISTING / / •/ 0„� / Q SIDEWALK 1 2i FORD- 1 I !lit 1 t lI / ��l / /� \ 3., �, OP 1 Lc/u; EX, CURB / MI1 & GUTTER �_ / i M/N ri 11 1 ,_ / EX. ELEC. / \� //r e,� 5 �`\ // �� VAULT �N / O\. !nC O / / 88, ', / 5 ' ! 5 44' 1,, [ ___ dfr / 1; t -% ___: - - - / / // '����© j ! �p�■� • �• SI LjF� 1 • \1 O �`�— , �i // HYDROSEED OR STRAW FIB R /If itif i f ':'I�'I'��IIIIIIIIIIIIIi ,' \ '� i 1 • N BERMs. MATTS PER CONTRACTOR O \ : / i Al /1.- iv;/ i ti e: #41111/ / Ir % 110 f LIMIT OF �/ rt. _ • DISTURBANCE - w .� rde /J1 ///i i/ f r` 1' S31°59513.542"E f / /// f�;f GRAVEL CONSTRUCTION ENTRANCE / /t' / DETAIL THIS SHEET 3. CO 1 � t / SILT FENCE DETAIL THIS SHEET 3. ` ) CONSTRUCTION NOTES : SYMBOL ITEM LEGEND NIIIVN ® STABILIZED CONSTRUCTION ENTRANCE PER DETAIL SHEET 3 © GRAVEL BAGS PER DETAIL SHEET 3 — - PROPERTY LINE C��: GRAVEL CONSTRUCTION ENTRANCE ww.......... CENTERLINE OF STREET w���■ DETAIL SHEET 3. 6 HYDROSEED MANUFACTURED SLOPES ����■ wr,.w■w.. liA1, -. T © SILT FENCE PER DETAIL SHEET 3EXISTING CONTOUR • FIBER ROLL PER DETAIL SHEET 3 HYDROSEED OR STRAW FIBER DIGI 475— FINISH CONTOUR MATTS PER CONTRACTOR �ir _ :A DIAL TOLL FREE �- FLOW LINE GRAPHIC SCALE (, j` SILT FENCE 20 0 10 20 40 80 5. 1 -800-422-4133 �'� "� RIPRAP PAD PER ` _ �' DETAIL THIS SHEET. GRAVEL BAGS PER AT LEAST TWO DAYS DETAIL THIS SHEET. ( IN FEET BEFORE YOU DIG FR----- INSTALL FIBER ROLL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PER DETAIL SHEETS. 1 inch = 20 ft. LD16 - 2205 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: OQEtoFEssp,� Designed By Drawn By Checked By SCALE KPB KpB y:_ � f � CITY OF TEMECULA 1001PGP.dwg Contractor ��' �y KpB Recommended B Date: Il�[.o !L DEPARTMENT OF PUBLIC WORKS Inspector Horizontal y KEVIN PATRICK\l These Plans Were Pr- ,ared Under The Supervision Of: BRESNAHAN ,/ of TAs sxowN NoC59954 ` �� Accepted By: iL /tet/ Date: YiVle C EROSION AND SEDIMENT CONTROL PLAN P G - 4 Dale Completed Vertical6/30/18 * = Date Exp. s.. s■d+tQ/ /►� `` r�glF CjV�4 CR�� N PATRICK :RESNAHAN THOMAS W. GARCIA E. r o I N/A °F cAuf R.C.E. No. 59954 DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER %.1..ft:#4, PM 8455 PARCEL 2 Expires: 06-30-18R.C.E. No. 48279 Sheet 4 of 4