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HomeMy WebLinkAboutDWG 331-1B; PD 411; RANCHO CARRILLO - TEMP EROSION CONTROL PLANS; 01-51CITY OF OCEANSIDE PACIFIC OCEAN ,. CITY OF ENCINITAS VICINITY MAP 5620 Frhm: Road San Diego, California 92110-2596 m• \d_ I 1994\ I 994e, I. dgn NO SCALE (819} 291-070'7 CITY OF VISTA I-OC~-1996 TEMPORARY EROSION CONTROL PLANS FOR: RANCHO CARRILLO KEY MAP LEGEND EROSION CONTROL PLAN SHEET NO. ----------------- STORM ORA~ AND APPURTENANCES ---------------- ASSESSMENT DISTRICT BOUNDARY ------------------- EXISTING PROPERTY LINE ------------------------- OWNERSHIP BOUNDARY --------------------------- KEY MAP SCALE I'= 500' ASSESSOR'S PARCEL NUMBERS ' ' ' ' ' --- PUBLIC STREET ------ 215-030-09 215-031-04 215-031-05 215-031-06 221-010-18 221-012-08 221-012-09 221-012-12 '221-012-13 222-010-04 222-01 I -05 222-011-06 222-012-01 222-012-02 AND PUBLIC UTILITY EASEMENT PER , --...J , , , I I I ' LI;'----r , , ' ' ', ' ', , , , , ' ' ' , , ' ' -; -,'\ -' ' ' ' ' ' _ ... \ ..... ---- ' ' ' ' A.P.N.', SHEET INDEX SHEET NO. NOTES & LEGEND------------------------2 NOTE & DETAILS--------------------------------3-6 EROSION CONTROL PLANS -------------------7-51 215-030-09', , ' , ' A. P. N. 222-012-02 ' 'A.•.P.N. 22.2-QI 2-08 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \A"', \\_.,,,. ...... _, ' ' ' ' ' ' A. P. N. 221-010-18 --,- ' - CONTINENTAL HOMES A.P.N. 222-010-02 ' .. ---' - -' ' ' ' ' ' ' ' ' ' ' ---' ' --- - -,-A--: I I ' ' ' ' ' ' ' ----r-----,,,. I I ' I I I ' SOURCE OF TOPOGRAPHY ' ' ' ' ' ' ' ' COMPILED BY PHOTOGRAMMETRIC METHODS FROM AERIAL PHOTOGRAPHY DATED• 10-18-91 BY• MISSION AERIAL PHOTOS. I NC. CONTOUR INTERVAL: 2 FEET ' ' ! OWNER/DEVELOPER RANCHO CARRILLO PROPERTY OWNERS• WOODWARD/MERRILL LYNCH, SCRIPPS MEMORIAL HOSPITAL U.D.C. HOMES, CONTINENTAL HOMES. _EGAL DESCRIPTION 19, TOWNSHIP 12 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN AND A PORTION OF FRACTIONAL. A PORTION OF THE SOUTHERLY HALP OF SECTION I AND A PORTION OF =>ROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS 215-030-09,215-031-04,05,06,221-010-18,221-012-08,09, 10, 12, I 3, 222-0 I 0-02, 222-0 I I -03, 05, 06, 222-012-0 I, 02. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS• N 346,000 E 1,695,000 )EC LARA TION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 'ROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE )ESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE 3USINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS :ONSISTENT WITH CURRENT STANDARDS. ' I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND iPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE AE, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT JES I GN. 'I RM• IDDRESS, RICK ENGINEERING CO. 5620 FRIARS ROAD :ITY, ST.• SAN DIEGO, CA. 92110 rELEPHONE, 291-0707 lY• ____________ DATE• ___ _ 1. C. E. NO. • 21 693 ,XPIRATION DATE• 9/30/97 C. •f" -$>~~. \:)~, .-r, -"'. • .v . 021693 g:: I . s-30-97 "'I .r ,a, .. ' ' C BENCH MARK ENGINEER OF WORK DESCRIPTION• STREET CENTERLINE MONUMENT RICK ENGINEERING co. LOCATION• STATION 249+07.56 P.0.C. ON EL CAM I NO REAL. c_-~ ---RECORD FROM: COUNTY OF SAN DIEGO RIBOO _d.,b,.w 4'· 4 .,?~ (249+07.56) NORMAN C. ARNDT RCE 21693 DATE ELEVATION• 307.874 DATUM: M. S. L. --EXP. 9/30/01 - I SH,ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT I TEMPORARY EROSION CONTROL PLANS FOR: RANCHO CARRILLO APP°''',.:~ _/4 ./. 11-1,J~C,j I °X./ ~ I~-~-~ ~/fl# I/\ REV/8EO GRAD/No AND 6TORM DRAIN 4b 9~ vutQ_ Clu:,,, NGI~ R .C.E. Z3889 EXP,12131 /97 DATE AFFECTS SHEETS e,10. 2G TIIRU .JZ. OWN BY: ,...r I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: I ,, -PD 41 I ENGINEER OF WORK REVISION DESCRIPTION -OTHER APPROVAL CITY APPROVAL RVWD BY: 12 ~ 331-18 ' 07,46 J. N. I I 994 m, \d_ 11994\ I 994er1. ·""'1 I-0CT-1996 07:46 CITY OF CARLSBAD EROSION CONTROL NOTES I, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVID LOTHER AT (619) 793-2580 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE At ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE AP PROV AL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN . SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE' FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END loF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE,. I I. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WltH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONVERSATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: I • ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAU OR STEEPER WHEN THEY ARE: A. THREE (31 FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. B. ALL SLOPES FOUR 14) FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:IWHEN ANY OF THE FOLLOWING CONDITIONS EXIST: A. NOT SCHEDULED FOR IMPROVEMENTS !CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. B. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYOROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: I. ALL SLOPES THAT ARE GRADED 6:IOR STEEPER AND THAT ARE: A. THREE (31 TO EIGHT (81 FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLE/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. B. GREATER THAN EIGHT 18) FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAT 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: I. SEED MIX SHALL CONSIST OF NO LESS THAN: A.20 LBS.PER ACRE OF ROSE CLOVER B.20 LBS.PER ACRE OF ZORRO FESCUE C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA D. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA E.3 LBS PER ACRE OF ALYSSUM !CARPET OF SNOW) F ,1/2LB. PER ACRE OF DIMORPHOLECA G. ITEMS C,D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I, ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG A TT ACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAT 50 % OF THE STRAW INTO THE SOIL, 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: A. TRACK WALKING SLOPES STEEPER THAN 6:1. B. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS A OR B ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. r ,RICK ENGINEERING COMPANY l j ~~~!~ 5e20 Friars Road San Diei0, Ca)ifornia 92110~2596 1619) 291-0707 EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ANCHORING DETAIL ' DRAINAGE AREA LESS THAN I ACRE ~~~fiiiWIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR 2 RE-BARS,STEEL PICKETS, OR 2"X2" STAKES I½' TO 2' IN GROUND DETAIL°C• STRAW BALE DIKE N.T.S. 10' 10' POINTS A SHOULD BE HIGHER THAN POINT B 1/2" MIN. TO I' MAX. DETAIL''H0 HAY BALE CHECK DAM N.T.S. COMPACTED SOIL TO PREVENT PIPING STAKED STRAW BALE DROP INLET WITH GRATE RUNOFF WATER WITH SEDIMENT 2X6 STRUTISl FILTERED WATER N. T.S. FLOW.,. 2X6 STRUTISI STRAW BALES STAKfD WITH TWO STAKES PER BALE -~ END AND SIDE OVERLAP AT CORNERS HAY BALE SILT BARRIER 4'-6' LOGS 24' l PUBLIC RIGHT- OF-WAY J 50';,IN. J d ';j>~ / PROFl~E EXISTING GROUND PUBLIC RIGHT-OF-WAY 14'MIN. T PLAN \ PROVIDE APPllOPRIA TE TR~SITION BETWEEN ShBILIZED CONSTRUCTION ENTRANCE AtfO PUBLIC RIGHT-OF-WAY DETAl4"A" STABILIZED CONSTRUCTION ENTRANCE N.T.S. 9 IN. EARTHEN RIDGE FILL SLOPE UNLINED SWALE & BERM N.T.S. ~ SET POSTS AND EXCAVATE A 4 BY 4 IN ao BY 10 CMJ TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. ------~ =~~~~~✓~..,... ;,..,-~~ 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 IN <10 CMJ 4. BACKFILL ANO COl.9'ACT THE EXCAVATED SOIL. SILT Fef,ICE N.T.S. GRAVELBAGS OVERLAP ONTO CURB, \ RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY T~REE LAYERS OF GRAVELBAGS WITH ENDS OVERLAPPED WIRE SCREEN GRAVEL FILTER ......................... .-:-.-.•, ·:· RUNOFF WATER WITH SEDIMENT SEDIMENT ~-CONCRETE BLDCK BLOCK-SCREEN-GRAVEL SILT BASIN N.T.S. 24 IN 161 CMl ! COARSE AGGREGAT~ f FLOW--► __ __ _ 24 IN t6ICMl p~ ½ /BJ L=DIST ANCE SUC!i THAT POINTS A AND 8 ARE OF EQUAL ELEVATION N.T.S. N.T.S. GRAVEL CHECK DAM REFER TO INFORMATION BELOW CONCERNING DETAILS 'K', 'L' & 'M' TABLE Ai GRAVELBAG ROW SPACING STREET GRADE Less Tl7an 2% 2% to 4% 4% to 6% 67. to 8% 8% to 10% LEGEND1 INTERVAL 200' 75' 40' 25' 25' X 75' 40' 20' 15' 10' GRA YELBAGS WITHIN WEIR SECTIONS (2 BAGS HIGH)--e GRAYELBAGS (HEIGHT PER DETAIL)-------0 ~VARY HEIGHT AS SHOWN ( ON DETAILS D-H \\~~\Vt SECTIONB-B CONTINUE BAGS ALONG R/W TO---~ ELEV. 0.75' ABOVE ELEV. OF TOP OF WEIR, AT TOPS OF SLOPES 5' SYMBOL -□ R/W NOTE: TOP OF ALL BAGS, EXCEPT WITHIN WEIR TO BE UIN. 0.5' ABOVE BAGS IN WIER SYMBOL -~ LEGEND DESCRIPTION *STD. SYMBOL QUANTITY BLADED SWALE (SEE DETAIL SHT. 3)-----· ---------,► STABILIZED CONSTRUCTION ENTRANCE----------~ STRAW BALE DIKE ----------------c:r::::::C:::C:O GRAVEL BAGS ----------------------=c::::= &. SILT FENCE -------------------------• e e I EA 38,423 EA 153,782 EA NOTE: QUANTITIES SHOWN ARE FOR BOND PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. • R/W 'i. R/W SECTION B-B SYMBOL -/ R/W CURB LINE FLOW j I GRAVEL FILLED BAGS (2 BAGS HIGH) C q_ B B SECTION C-C N. T. S. NOTE: TOP OF ALL BAGS, EXCEPT WITHIN WEIR TO BE MIN, 0.5' ABOVE BAGS IN WIER CURB LINE DETA/L•K" TEMPORARY DES/LT/NG BASINS IN ROUGH-GRADED STREETS N. T.S. 'i. R/W ~1 " .,,I '-' .. "' ' X ~~ 6'WOO X • C" N (TYP.J SYMBOL -7 NOTE: TOP OF ALL BAGS, EXCEPT WITHIN WEIR TD BE MIN, 0.5' ABOVE BAGS IN WIER DETAIL "M" FLOW ;! x~ w~ ~,c • ~w ~~ -~ o. ~ w w ~ R/W TEMPORARY DES/LT/NG BASINS INLETS -108 --106 104 EXISTING GROUND l BLADED SWALE N.T.S. TOP --------1--1-100,-----------1-1- TOE ------i--i--- HAY BAYLES PLACED PARALLEL TO FINISHED CONTOUR DETAIL: HAY BALES ON STEEP GRADE N.T.S. LOG CHECK DAM DETAIL "G• G~VEL BAGS DETAIL •L" TEMPORARY DES/LT/NG BASIN AT SUMP INLETS ENGINEER OF WORK ON GRABE, ROUGH-GRADED STREETS RICK ENGINEERING CO. N.T.S. N.T.S. ENGINEER'S SPECIAL NOTES I, CONTRACTOR IS RESPONSIBLE TO NOTIFY ENGINEER OF WORK WHENEVER THESE PLANS SEEM UNCLEAR. THIS NOTIFICATION SHALL BE MADE SUFFICIENTLY IN ADVANCE OF CONSTRUCTION TO ALLOW THE ENGINEER OF WORK ADEQUATE TIME TO RESPOND. 2. ONLY EROSION CONTROL FACILITIES ARE APPROVED ON THIS EROSION CONTROL PLAN. ALL OTHER FEATURES ARE SHOWN ONLY FOR INFORMATION PURPOSES. 3. THE ENGINEER OF WORK IS NOT RESPONSIBLE FOR MONITORING EROSION CONTROL MEASURES. THE CONTRACTOR IS SOLELY RESPONSIBLE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL THE EROSION CONTROL FACILITIES THROUGHOUT THE DEVELOPMENT OF THE PROJECT. 5. EROSION CONTROL DETAILS SHOWN HEREON ARE PER THE CITY OF CARLSBAD STANDARDS. ALTHOUGH NOT CALLED OUT ON THE PLAN SHEETS, THE CITY ENGINEERING INSPECTOR MAY REQUIRE THE CONTRACTOR TO IMPLEMENT THESE DETAILS DURING CONSTRUCTION TO PROTECT ADJACENT AREAS FROM SILTATION. INSTALLATION SHALL BE AT THE CONTRACTORS EXPENSE. N.T.S. SEE ENGINEERS SPECIAL NOTE 5 ~-.I·'" ,b',,; DATE INITIAL ENGINEER OF WORK N.T.S. . 1/J\ ADDED 5/LT FENCE TO THE LEGEND. 4-b-'ltJ ~ DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL d.. 1'~1,,w C ~$ ,!~-~-~~ NORMAN C. ARNDT RCE 21693 DATE EXP. 9/30/01 I SH2ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT I TEMPORARY EROSION CONTROL PLANS FOR: RANCHO CARRILLO At::r'11.JJgl~ LLO)'Q_ ~S, J.t../, I J-Jt/-9t , II, .,., L CIT'i' ~NGN ,.R -. .E. 2°~66::l EXP .I 2/31 /97 DATE I I DRAWING NO. DWN BY:. PROJECT NO. CHKD BY: PD 41 I RVWD BY: 331-18 f':'1111 ,;n ' · ~ · · /If:--"' I I -~~-MODIFIED TYPE B SECTION B-B BENCH WIDTH 8' BROW DITCH PER Dl-75. AS MODIFIED BY DETAIL THIS SHEET 24" TYPED TERRACE-'--"0 DITCH PER D-75. TYPE B BROW D ITCH PER , 2'l. TYPE B BROW DITCH PER ! D-75. 1°,"/. ---= / .·~ 2.0 1/. . · .~ ·~ 't' ELEV SHOWN ON PLANS SECTION A-A . ·'-. D-75. \ SPLASH WALL WHERE DOWNDRAIN IS AT END ·✓OF TERRACE DITCH ./ . . . . / ' I" . ro I >-• '· ; TOP OF S LOPE/ ; . I . ·) B R=Z' ' R=2 B • , ' A • ' PLAN VIEW • . ' . Q 3: I (_) z w ·-CD PROPOSED GR SLOPE PER PL (1,5: I MAX) 6' 6' <TYPl NOTE, LONGITUDINAL SLOPE OF CONCRETE DITCH SHALL BE 2¼ MINIMUM 6' MIN • * 0=24' UNLESS OTHERWISE NOTED c:::::> SYMBOL ON PLANS 3' MIN 470-C-2000 OR 3' 2500 iS.I. AIR PLACED CONCRETE. REINFOR E CONCRETE WITH 6'X6' 10/10 GA E WELDED WIRE MESH. TYPICAL LINED DITCH SECTION MODIFIED D-75 TYPE B GRADED SWALE NOT TO SCALE CUTOFF WALL . PER DETAIL, THIS SHEET A ~.,,,,,,.Q . A_ - . / --: ;, • '\ v,.. . 4 too· ,..~ ~ .. • I , - • MOD 0-75 TYPE B LINED DITCH PEf! DETAIL THIS SHE~T 4' THICK P.C.C. CUTO~F WALL AT END SECTIQN 2¼ •3 REBAR E v.+!ERE SHOWN ON PLAN LINED PITCH CUTOFF w ALL I!' /20' 3' 2. 5' (f_ #; 2' 6' 6' 2' ~ 'l-' \ /5~ N ~ 2¾ ~ -- TYPE 'D' TERRACE DITCH PER D-75 AS MODIFIED E~> SYMBOL ON PLAN TERRACE DITCH DETAIL CUTOFF WALL NOT TO SCALE LINED DITCH I½• ..,..._.,...,..._,.,__,_..___,,...~ _j .· ~·· -..... ; --~:•i \·· ?<:,;., ''. .<·: 2' --... 73, •3 REBAR J=>I W'3' MIN SECTION E-E MIN JUNCTION DETAIL LINED DITCH/SWALE CONFLUENCE NOT TO SCALE NOT TO SCALE FINISH GRADE -----......... '----. ''··•:"•:cc_. .. ':: , ........ · . ~~6~~g ~ I .---FINISH SLOPE . . ... : .. ·,_. ,. .. .. '-<: SURF ACE REMOVE AS 3 ~,.·.,., ... : .. ,:.·.· .. · .. ·... '-..___ RECOMMENDED ~\'"···. .. '-..___ BY SOIL ENGINEER ~·(:·'·':•:::, SLOPE TO BE SUCH/ I :,~_:_~B-~9 1 ===N~b::,T::;:E ;;;:2=__]=; THAT SLOUGHING OR 'NOTE I• SLIDING DOES NOT OCCUR NOTE: THIS SECTION IS TAKEN FROM 'RANCHO CARRILLO' MAJOR ROADS GEOTECHNICAL INVESTIGATION JANUARY 1993 BY GEOCON, IS SHOWN FOR REFERENCE ONLY, AND IS SUBJECT TO REVISION B'i' THE GEOTECHNICAL CONSULT ANT TO SUIT FIELD CONDITIONS ENCOUNTERED DURING CONSTRUCTION, NOTES: CD KEY WIDTH 'B" SHOULD BE A MINIMUM OF 10 FEET WIDE, OR SUFFICIE!NTL Y WIDE TO PERMIT COMPLETE COVERAGE WITH THE COMPACTION EQUIPMENT USED. THE BASE OF THE KEY SHOULD BE GRADED HORIZONTAL, OR INCLINED SLIGHTLY INTO THE NATURAL SLOPE. 12) THE OUSIDE OF THE BOTTOM KEY SHOULD BE BELOW THE TOPSOIL OR UNSUITABLE SURFICIAL MATERIAL AND AT LEAST 2 FEET INTO [)ENSE FORMATIONAL MATERIAL. WHERE HARD ROCK IS EXPOSED IN THE BOTTOM OF THE KEY, THE DEPTH AND CONFIGURATION OF THE KEY MAP MAY BE MODIFIED AS APPROVED BY THE CONSULT ANT. TYPICAL BENCHING DETAIL •4 BAR Cl 24' OC -~ MIN VERTICAL STEEL NOT TO SCALE 8' :.:::=~a::::::::=:_r:MOUND GROUT B'CONC BLK SPLASH WALL. GROUT CORES SOLID. -N NOT TO SCALE LINED DITCH CUTOFF WALL TO ZERO DEPTH SECTION A-A GRADED SWALE-----,._...,.__ TOP OF SLOPE 5' (HORIZ.) TRANSITION TO 6' WI .y,,,;:;.i>--<1'-" RIP-RAP 6'. PER PLANA~ LINED DITCH CUTOFF WALL TYPE B BROW DITCH PER 0-75. TOE OF SLOPE DETAIL: BROW DITCH/PAD TRANSITION NOT TO SCALE '0/2' Ii. GRAVELBAG 10.0' / TYPE 'F' CATCH BASIN PER 0-7 / REINFORCEMENT PER STD. DETAIL ------~--- 0.63' --=:ir:tt=~ft-___JL:o-=.5' i.o· GRAVELBAGS Cl WEIR l SWALE 2 BAG WEIR Cl It SWALE SECTION 2' MIN I 2 BAGS ~__l_ f SECTION B-B A BLADED swm y ~ TYPE 1F1 CATCH BASIN A-A BLADED SWALE SECTION C-C TYPE 'F' CATCH BASIN PER D-7 GRAVELBAGS FILL VOIDS WITH DIRT /PEA GRAVEL MIX A WI ABM fNLET APRON NOT TO SCALE ·o· BENCH MARK DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION• STATION 249+07.56 P.O.C. ON TYPE F CATCH BASIN r:;:: DETAIL : TRAIL DITCH TRANSITION NOT TO SCALE 3'470-C-2000 CONCRETE OR 3' 2500 PSI AIR PLACED-+------ CONCRETE WITH E.'X6" •Iox•10 WELDED WIRE MESH 6" n 6' .. 14% . I{) . N . •I f ·· .. c<J 2'/2' R TRAIL DITCH -SECTION D-D NOT TO SCALE 12' /IE,' 2' 6' /10' 2' 2' 2% - 4' D.G. DITCH PER TRAIL DITCH DETAIL, THIS SHEET. VILLAGE TRAIL NOT TO SCALE 20/12' 4/o' 121/8' -r:-,---'-1:===~~ 2% c---14,: ,. ::-.:.. STRUCTURAL SECTION PER CHART GRADE SECTION 0% -6% 4'GRAVEL AGGREGATE 6% -14% 4' AC/4'GRAVEL AGGREGATE ALL WEATHER ACCESS ROAD NOT TO SCALE : ENGINEER OF WORK 11 AS RICK ENGINEERING co DITCH PER TRAIL DITCH DETAIL, THIS SHEET. BUil T" DATE •4 BARS FULL LENGTH le~~ ~ 2:1 AND 14% EL CAMINO REAL APPROX. 2.5 MILES NORTH /4.~• L·~ ' 18" CONCRETE DITCH-- SPLASH WALL DETAIL NOT TO SCALE ,~11 ~CK ENGINEERING COMPANY ~==~'J 1111.:!III!!!~· 5620 F'TiaTS Road San Diego, California 92110-2696 (619) 291-0707 MAY BE ON OPPOSITE SIDES PER LOCATION OF CONFLUENCE CONCRETE AND 1 • REINFORCEMENT PER TRAIL DITCH---,------- 5' TRANSITION L..__----.----,.---::>:::--r-;:j~1nN ~ FLOW o ---+-_, VARIES ~r N g • D~ 75 DITCH TRAIL DITCH TO D-75 TRANSITION DETAIL NOT TO SCALE . 0 ' N \470-C-2000 OR 2500 PSI AIR PLACED CONCRETE REINFORCE CONCRETE WITH 6'x6' 10/10 GAGE WELDED WIRE MESH 0 ' "' ll ELEV, PER PLAN * = JOIN LINED DITCH; EXTEND WIRE MESH 6' MIN. INTO DITCH $WALE TRANSITION PAD-DETAIL NOT TO SCALE OF LA COSTA AVE. RECORD FROM, COUNTY OF SAN DIEGO RIBOO {249+07. 56) ELEVATION• 307.874 DA TUM• M. S. L. DATE INITIAL . ENGINEER OF WORK REVISION DESCRIPTION NORMAN C.ARNDT R.C.E. 21693 EXP.9/30/97 /#·~-'!.~ DAtE REVIEWED BY: CHECKED BY: C-.JK DATE INSPECTOR I S3ET I I sEfTS I . CITY OF CARLSBAD ENGINEERING DEPARTMENT TEMPORAY EROSION CONlROL PLANS RANCHO CARRILLO APPR~J;LLOYD UI •u~ ' ,h./, . ,._ .-j J, (A ~ < V V I J-ILl-'t CITY ENGiNEEil' R.C.E. 23889 EXP. 12/31/97 --DA iE . OWN BY: I PROJECT NO. I DR33l~IB INITiAL DATE INITIAL DATE CHKD BY:§ PD 4 I I 0 T HER APPROVAL CITY APPROVAL RVWD BY: /usr /-proJdota/r Jt99~/1994Qp3.don J. N. I I 994 3-SEP-1996 12,14 ....I ....I -... MELROSE OR. i** STA. 60+92. 78 TO 107+92.9, 8c STA. 109•03. 10 TO 140•60.00 N. T. S. TYPICAL SECTION MELROSE OR. STA. 103+72. 95 TO 109+03, 10 N. T. S. !02' --=s2~.·--··········"'i-'··············L~.·-·--·---J· ,.d{i"'·''' Ii' B' ,5·, 7' 6 m 5620 friars load San Diego-, California 92110-2596 w 0 "'D :0·a 3 v, ;~-_--:::, '·" "' . ~ ~ TYPICAL SECTION POINSETTIA LANE **STA. 93+25 TO STA. 120+18.51** SEE OET41L 'A' AT RIGHT FOR GUARDRAIL AND SIDEWALK LOCATION FROM STA, 18+05 TO 120+18.51 N. T. S. 16191 291-0707 84' TYPICAL SECTION EL FUERTE STREET STA. 64+37 TO 79+82 flALF STREET 29+1!2 TO 85+'-'i.il-O N:r.S. *MIN 2' CLEARANCE BETWEEN BOTTOM OF STRUCTURAL STREET SECTION AND TOP OF PIPE. CONTRACTOR SHALL VERIFY STRUCTURAL SECTION WITH SOILS ENGINEER PRIOR TO PLACEMENT OF PIPE. <NOTIFY ENGINEER OF WORK PRIOR TO CONTINUING IF A CONFLICT OCCURS> TELEVATION AS SHOWN ON PLAN •BEDDING lie BACKFILL PER VWD STD DWG W-18 R/W GUA.Rt<RA l L. '"-,ER M<W J:J·n M-:'li tMO!J.} \ \.~. M ! N, G • BASF. UNt;f::P ~URE! & GU f'i ER SY fH[ SO l LS f.NG l NE.CR DAYLIGHT-LINE o TOE OF SLOPE LINED DITCH PER DETAIL SHT 3 w ITYP> ½' WELD CUT TO FIT (TYPJ WING TYPE HEADWALL \1 i--1-CALV. PAINT ALL FIELD WELDS -----~ 11/4" HINGE CLAMP, HEAVY .... ____ _,,.• DUTY, MALLEABLE STEEL, DIA OF PIPE L :K 18' 8' 3¼' 24' 8' 3¼" 30' 8' 33/a • 36' 8' 33/a • 42' 8' 3¼' 011\. PER fLAN SECTION B-B NOT TO SCALE n 1 I I I ~ ::c WING TYPE HEADWALL PER D-34, 35 (MODIFIED> . REINFORCEMENT PER STD DETAIL F DIMENSIONS CONC • STEEL E)K F ;,,: w 1-fT.:K (CYJ (LBSJ . 5, 7. O' 21 0· 4'6' 2.65 191 . 5, 7. O' 2'6' 4' 6' 2.82 200 . 5. 7, O' 3' o· 4' 6' 3.00 209 . 5, 7. O' 3' 6 1 4'6' 3. I 7 217 . 5, 7.0' 4' o· 4'6' 3.34 224 I , -.--+--+--:>"l .... -------I ... 0 UJ 2 u <( ....... ,.., . 0 3¾ '~~- _J B _J <( ~ .... .... 0 ,_ => (.) 2.67' w CL 0 _J V) ... 0 w 0 ,_ NOTE• FOR STORM DRAIN OUTLETS WITHOUT ACCESS ROADS 48' OR LARGER, SE STANDARD HEADWALL PER 0-35 x INDICATES DIMENSIONS MODIFIED FROM D-34, 35. A DETAIL• MODIFIED WING TYPE HEADWALL NOT TO SCALE I 0' I 0' LEVEL LIN DETAIL• GRADED SWALE NOT TO SCALE 0 :p; . ·r,· _ _. .. /-· .... SLOPE ~/ \ f~ .. .":: :::_'.·:';: .:~:{. ~:. BENCH MARK DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION• STATION 249•07.56 P.O.C. ON INDUSTRIAL SERVICE TYPE 270' SW I NG CONTRACTOR TO PROVIDE KNOX t--if-===+-~ BOX AND SET OF 2 KEYS TO CITY FIRE MARSHAL AND CARLSBAD WATER DISTRICT • 11/4' IRON PIPE ( 12 GA. J PAINTED WHITE I 1/4 ' I RON P I PE, 21/4" I RON PI PE, I 2 GA. % ' HI NGE BOLT TYPE N REFLECTOR PER SDRSD M-9 ATTACH W/1/4'BOLT,W/ 2 NUTS AND 2 WASHERS, BOTH SIDES\ W/ 2 NUTS AND 2 WASHERS LO 6' . co U1 N . ,_ <l) ' -' N "° SEE ABOVE LEFT 6' GAL V. CAP co ' 11/4" IRON PIPE, 12 GA. SEE ABOVE RIGHT CLASS B CONCRETE NOTES: I. HOT DIP GALVANIZE THE ENTIRE ASSEMBLY AFTER FABRICATION. 2. GATE TO BE LOCATED I' BEHIND R.O.W. AND CENTERED ON ROAD. MAINTENANCE ROAD ACCESS GATE NOT TO SCALE MORTAR SEAL ·,. , .. ' • ' ... ~ • • ' RCP RUBBER 0-R·I NG GASKET ' • ,, . R. C. P. • ;, • SHOULDER ' .• • JOINTS BAND COUPLER ---T CORRUGATED METAL/ ALUMINUM PIPE BAND :: H :: ;; · .. I \ ... \\ \\ \\ \\ JOINT SEALANT OR RUBBER ◊-RING GASKET COUPLER SIDE VIEW JOINT CROSS SECTION NOTE: INSTALL PER MANUFACTURER'S RECOMMENDATIONS CMP TYPICAL WATER TIGHT JOINTS NOT TO SCALE ENGINEER OF WORK RICK ENGINEERING co "AS BUil T" EX I ST. GROUND SECTION A-A EL CAMINO REAL APPROX. 2.5 MILES NORTH -~~, C.,..4.ua-" Ir?· l·f4t_ U TYPE HEADWALL PER STb DWG D-34 HEADWALL TO DITCH CONNECTION NOT TO SCALE NOT TO SCALE OF LA COSTA AVE. RECORD FROM• COUNTY OF (249+07.56) ELEVATION• 307.874 SAN DIEGO Rl800 J • NORMAN C,ARNDT R.C,E, 21693 DATUM• M.S.L. EXP.9/3O/97 CHECKED BY: C _, k' ! DATE REVIEWED BY: INSPECTOR I SH4ET I CITY OF CARLSBAD ENGINEERING DEP,1.RTMENT TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO ' . DATE D,1.TE ~ . APP_, -,n. LL_Qtfl Ht.IP.I! S /_,,/. --.._f._,,.-.-~-' ~ \. Tl-,. rv -I J-!t./-C,~ CITY ENGlfJ11FR R.C.E. 2~~8';! EXP. 10:l~ll~I DATE DWN BY:• I PROJECT NO. I 0331~ta DATE INITIAL DATE INITIAL DATE INITIAL PD 4 I I ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: RVWO BY: N0,2 COARSE AGGREGATE FINISH SURFACE CAP PER OS-3 CONC. ANCHOR BLOCK 3. 5'x3. 5'xl' PCC 560-C-3250 12" PERFORATED CPEP 14 3/4' (IS HOLE PATTERN I' O.C. EACH WAY GA.-1 DEBRIS RACK CAGE SEE DETAIL 'A' TOP OF RISER ELEV. PER TABLE 4' PAINTED BAND ELEV.PER TABLE FG PER TABLE ANCHOR BLOCK W/ 4-•4 BARS EACH WAY EMBED STEEL 3' MIN IN CONCRETE PCC 560-C-3250 l.l CMP RISER HOT-DIPPED GALVANIZED 2.) 1£. SPILLWAY PER TABLE 3/4' GRAVEL MOUND [ AROUND RISER SLOTTED CMP RISER SEE NOTE I. SECTl(?N A-A NOT TO SCALE 10' MIN TOP OF SPILLWAY PER TABLE 2.0¼ MODIFIED DRAINAGE CHANNEL PER D-70 (USE I• I SI OE SLOPES> 12' PERF. CPEP NO. 2 COARSE AGGREGATE N , 2' -N •4 BARS -z sr-N::E BOTTOM OF TRENCH 1 · TRENCH I WIDTH ~ NOTE• ~ I N SEEP RING TO EXTEND A MINIMUM OF 12' BEYOND TRENCH WALLS AND 24' BELOW TRENCH BOTTOM. 470-C-2500 PCC • 4 BARS BOTTOM-7 - OF TRENCH . N -z ,.._ "':::, OUTLET PIPE PER PLAN l=RONT VIEW H 6' SIDE VIEW ANTI-SEEP RING NOT TO SCALE SPILLWAY APRON MODIFIED DRAINAGE CHANNEL PER 0-70 CLISE I• I SI DE SLOPES) I• I SLOPE OUTLET PIP ....__.__, ~~PER PLAli__ -"-~ I• I SLOPE USE THICKENED SECTION AT CONNECTION POINT PER 0-73 I. 20' TRANSITION OUTLET PIPE/SPILLWAY NOT TO SCALE DITCH PER PLAN . I CONNECTION 12 GAUGE 2-2/3":xt/2' CORRUGATIONS. DIAMETER PER TABLE. CUT SPECIFIED NO. OF HOR I Z. IO' :xt/◄' SLOTS (EOUALL Y SPACED AROUND CIRCUMFERENCE). FIRST ROW TO BE 4" BELOW BAND COUPLER. SOIL CEMENT SHALL CONSIST OF A SLIGHTLY MOISTENED MIXTURE OF ONE PART CEMENT TO FIVE PARRTS OF GRANULAR MATERIAL. THE SOIL CEMENT SHALL BE THOROUGHLY MIXED AND TAMPED INTO PLACE IMMIDIATELY FOLLOWING PLACEMENT OF THE PIPE. ~ NI 1· TRENCH WIDTH WIDTH OF SPILLWAY APRON SECOND ROW TO BE STAGGERED AT 5 1/3 ' BELOW FIRST ROW. CONTINUE STAGGERED ROWS UNTIL 6' ABOVE FG, COAT ALL WELDS AND CUTS WITH GALVANIZED PAINT AFTER FABRICATION. A \ NC. ANCHOR BLOCK DEWATERING PIPE:\ 2 6' MIN. A SECTION B-B NOT TO SCALE . ;, ;:: I • I SLOPE ;,j, . ,-:::....---------+------1-----~ >----------t . ..,. N _c:_~L~-<+[_ .___ _ _,,_.....,._t: --~ --.... ~t--LOCATION OF OUTLET PIPE PER PLAN ---"'i'---'f-----' SPILLWAY WIDTH PER TABLE BOTTOM OF TRENCH 1 I :. B , ___ ---" _, CONC. ANCHOR BLOCK 5; 8' MIN ?• I SLOPE I• I SLOPE 10' MIN 6' MIN. TYPICAL DESILTING BASIN (MODIFIED DS-3) NOT TO SCALE SEE GRADING PLANS ( DWG.NO. 331-IA) FOR CONSTRUCTION 4 TOP BARS,SAME AS POSTS-~ SPOT WELD TO ENO POSTS BOTH SIDES GALVANIZED STEEL-~ ANTI-VORTEX PLATE. WELD TO POSTS 8' OF CMP TO MATCH iJ.----DIAMETER OF RISER HEADl'fALL PER Q-34 8c D-35 .. · .. -:~ <--;._,.,.,.,..,.,....,,...,,..,..,.,,.h'71r"""""'7'""C?-,-, -:_:~·,:·;:~: .·.·. ~·· ,-~:·-~:: REBAR I ' O. C. CUT FF WALL TO EXTE D 6' BELOW RIPR P8c FILTER BLANKET SECTION W-W NOT TO SCALE DIM A w w FRONT VIEW -z N--::E 6' 3' GUNITE W/6'x6' 10/10 GAGE WELDED WI RE MESH. , , ·· ___________ l ___ c ______ ~~~L~~A~IPE 470-C-2500 PCC 1 1,f-~;· BOTTOM OF TRENCH NOTE• SIDE VIEW CUTOFF WALL TO EXTEND A MINIMl-t.1 OF 12' BEYOND TRENCH WALLS AND 24' BELOW TRENCH BOTTOM . DESIL TING BASIN RISER SEE DETAIL AND TABLE THIS SHEET. INLET PER PLAN MODIFY TYPE 'B' INLET OPENING TO DEPTH SHOWN (WITH PROTECTION BAR AS SHOWN PER STD DWG D-12). TYPE & LENGTH PER DATA TABLE CONC APRON 3' GUNITE W/6"x6' 10/10 GAGE WELDED WI RE MESH, , , PIPE SIZE AND ' ' SLOPE PER PLAN 1 SPILLWAY APRON CUTOFF WALL CONCRETE ANCHORS/ ___ _ PER SECTION A-A - NOT TO SCALE DISSIPATOR ROCK RIPRAP DESIGNATION' CLASS THICKNESS A NO. 3 BACKING 0.8' B NO. 2 BACKING I. 3' C FACING I . 9' D LIGHT 2. 6' E 1/4TON 3. 6' F ½TON 4. 5' G I TON 5. 7' H 2 TON 7. 2' FILTER BLANKET UPPER LAYER' LOWER LAYER ¾, . CRUSHED ROCK' N/A If◄• • • N/A ¾" • • NIA ½" • • N/A ¾. • • SAN □' I • • • SAND' 1-1/2' • • SAND' 2' • • SAND' THIS SHEET APRON CUTOFF WALL SEE DETAIL THIS SHT SECTION E-E 2• I SLOPE E tr' 1.5' I INLET TYPE PER TABLE 2.0¼ TOP OF BERM LENGTH IABLE SPOTWELO EACH POST 4 PLACES NOTE• I, ALL DISS I PA TORS ARE SDRSD D-40, TYPE I OR TYPE 2 FORM APRON CONCRETE 1.5' I ~--EVENLY SPACED POSTS yµL_LJ.__u.---'-"jl--._____8' BAND COUPLER I PER CAL -TRANS STD DWG D-97 3' LONG 6'~ O.C. USE 2' PIPE OR 2'X2'X3/16' ANGLE GALVANIZED STEEL DIA. CMP RISER NOTES• I. COAT ALL WELDS WITH GALVANIZED PAINT AFTER FABRICATION. 2. SEE CALTRANS STD DWG 0-96 FOR DIMENSIONS OR DETAILS NOT SHOWN. PER TABLE DETAIL "A"-DEBRIS RACK CAGE W / ANTI-VORTEX PLATE NOT TO SCALE BASIN A E F; SHEET NO. 8 27 3d STORAGE VOLL.ME 1390CY 410 CY 455 CY F. G. BASIN 414.5 406.4 366.0 ( SPILLWAY 419.50 41 I. 30 370.80 TOP SPILLWAY 422.00 412. 80 372.'20 SPILLWAY WIDTH 17' IO' 7'* 4' PAINTED BAND 415.2 408.4 368:o TOP OF RISER 417. 70 ~ I 0. 40 370.00 DI A. CMP RISER 54' 36' 48' * LENGTH OF BOX, TYPE B-1 INLET lf * LENGTH OF BOX, TYPE B-2 INLET H 33 535 CY 413. I 418. I 0 419.50 7'* 4 I 5. I q I 7. I 0 48' I J-1 J-2 K-1 K-2 35 16 37 32 10 135 CY 115 CY 440 CY 310 CY 480 CY 391. 2 274. 7 271. 0 326.0 306.5 395.80 279.50 276.00 330.80 311. 50 397.20 281. 00 277.40 332.20 312.90 7'* 6' 11" * 6'* 12'** 393.2 276. 7 273.0 328.0 308.5 395.20 ?78. 70 275.00 330.00 310.50 24' 30' 54' 36' 60" DIM C DIM~ ·1 TYPICAL PLAN ·CALLOUT• A'x B'x C' TY1 _____ _ RIP RAP ENERG DISSIPATOR (DESIGNATION ____ J PER DETAILS T IS SHEET TYPICAL RI p RAPI PAD NOT TO SCALE K-3 M N 0-1 0-2 0-3 Q-1 a-:t 0-3 R s 30 13 51 I I 44 50 41 42&113 50 46 38 190 CY 285 CY 300 CY 65 CY 360 CY 135 CY 1350CY 330 CY 150 CY 355 CY 340 CY 373.6 447.0 445.4 329.0 340.5 354.0 241. 5 281. 6 378. I 377.5 253.5 378.60 45 I. 80 450.20 334.00 345.50 358,00 246.60 286.60 382.90 382.60 285.30 380.50 453.30 45 I. 60 335.50 348.00 360.50 248.00 288.60 384.20 384.00 259. 70 6' 6'* 6'* 6' 6' 6' 19'* * S' 6' 6' * 7'* 375.6 449.0 447.4 331. 0 342.5 356.0 243.5 283. 6 380. I 379.5 255.5 377.60 451. 00 449.40 333.00 344.50 358. 00 245.50 285.60 382. I 0 381. 50 257.50 24' 30' 36' I 8' 36' 30' 72' 30" 24' 36' 36' ~~RICK ENGINEERING COMPANY , .... ~,1 DESILTATION BASIN DATA TA~LE l ... .41■~ A 5620 Friars Road .. .._ __ , ... .:!!111!!:"AI San Die&o. California 92110-2596 (6191 291 ·0707 2. FILTER BLANKET THICKNESS EQUALS 1.0' EXCEPT FOR OISSIPATORS 'A" 8c 'B' WHICH MAY BE 0.8' MIN. TO ( OF OPENING 3. 751/. RETA I NED ON 200 SI EVE, (4' TH I CKJ 4. PER GREEN BOOK, SECTION 200-1 5. FILTER FABRIC IS REQUIRED UNDER THE FILTER BLANKET IN ALL CASES. 2• I T 1• 10' MIN •1 SLOPE I I RIP RAP DATA TABLE INLET~ DESILTING BASIN NOT TO SCALE NOT TO SCALE BENCH MARK ENGINEER OF WORK ''AS BUil T11 T BASIN DESCRIPTION• STREET CENTERLINE MONUMENT RICK ENGINEERING co RICK ENGINEERING CO. . 19 SHEET NO. 170 CY STORAGE VOLUME 184.9 F. G. BASIN STATION 249+07.56 P.0.C. ON LOCATION• NORMAN C. ARNDT DATE EL CAMINO REAL APPROX. 2.5 MILES NORTH ~,a~ /:?_ /41.t>r . RCE 21693 EXP. 9/30/97 OF LA COSTA AVE. IL.:l.:i.~ SEE LETTER TO CITY ENGINEER DATED RECORD FROM, COUNTY OF SAN DIEGO Rl800 NORMAN C.ARNDT R.C.E. 21693 DATE RE VIEWED BY: (249+07. 561 EXP.9/30/97 189.90 ( SPILLWAY 191. 30 TOP SPILLWAY ELEVATION• 307.874 DATUM• M.S.L. CHECKED BY: CJK INSPECTOR DATE 9'* * SPILLWAY WIDTH 186.9 4' PAINTED BAND 188,90 TOP OF RISER 48' DI A. CMP RISER I SH5ET I CITY OF CARLSBAD I SsE,TS 1 ENGINEERING DEPARTMENT TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO APPR['tfD_; LLO~ ·1:1uBBS1 /, /,. , ·-V¥ 1-1 ·,, Jl-l'l-9'1 CITY ENGINFFR R.c'.E. ,3889 EXP .12/31/97 DATE DWN BY:£ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: · PD 4 I I ENGINEER OF WORK 0 THER APPROVAL CITY APPROVAL RVWD BY: 331-1B I,,,., ... , ....... ,..,., .... ,.,.,.,, ..... ,ma .. /IOOA,.,~l: ,.,.,,., J.N. 11994 •-C"co_,nr;r '" .,.. <O Q) <O 0 co 0 w f- <( 0 f- 0 ...J Cl.. LO 0 0 I 0 0 LO .. z ...., ·c-i,.-----ABOUT RCB ~ ·c· I SYMMETRICAL ·e· "G" BARS~• 5• ·e· < - ,,,---·c·J; ~ \~ I ,...., -.#40 12" TYP ! 0.. 'b :'j BARS -I V . -" --• -i 0 -• --•A• BARS.../ • \___.3/4" FILLET MIN 1·-6· r--oPTION AL CONSTRUCTION • JOINT "E" BARS-•• 2• CLR m • v' TYP U.O.N. "B"] BARS~ ..., v---"E" BARS ~ 'b 7#40 1B"OC I 11111 V IIIIC-"' ··o 12·oc 140 12·oc ......_, , . I ; ; /B"[ BARS /:CONSTRUCTION-~ 2" QR J~NT \ TYP ,,, "A" BJs~ ,,---CONSTRUCTION •• #40 12•oc-m JOINT SLOPE 48: 1 I) • . I SLOPE 48:1 ' /i' ,/ - d \_"G" BARS J "F" BARs....,,---\-,.., 5•~1· ·r 51-1· TYPICAL DOUBLE 5' -1 "x 6' -0" RCB SECTION 1/2"=1'-0" SCHEDULE MAX EARTH COVER (FT) 60 40 20 ROOF, Dt {IN) 14 12 1/2 ' 9 c., ' ~ INVERT, Db (IN) 15 13 1/2 10 c., EXTERIOR WALLS T (IN) 14 12 1/2 12 SPACING (IN) 10 12 12 A BAR SIZE # 5 5 5 BAR SIZE # 7 7 6 "-B DIM •s• (FT-IN) 3•-0· 3•-0· 2·-s· ~ "' DIM ·sw· (FT-IN) 3•-e· 3•-s· 2·-s· C BAR SIZE # 7 7 i 6 DIM •c• (FT-IN) 3°-s· .3•_5• 3'-o" E BAR SIZE # 8 7 7 F BAR SIZE # 6 6 6 G BAR SIZE # 6 6 6 SEE SPILLWAY SECTION --.__ -~, • s·-o· SEE DOUBLE s'-f"x6·-o· 11-6· If, DO\IELSL I• RCB SECTION ----0 18" OC ·'- ADD'L 3-f! \ ~'-. 2'-o· "--... ~ I• -- DOUlli x 3•-0· SEE 4' -0" RCB SECTION~ --. ' "' . ~ - ~ ~ If, 0 12• OC lo ' ~ ADO'L 3-(l ' - 45 DIA LAP DOUBLE RCB fRANSITION 1;2·=1·-0· • • lo ~ - ED dj 'b I ·r n M • ::, "' I "' C :::, • ;:, n n . u I I u I I I I I B I I ! -I I I I . IP o 5"oc □ -{170 12·oc_/ SOIL HT > 10·-o· • ' ({17 o 10·oc SOIL HT, _./ < 10'-0 ) • ' i,.--------#50 1 o·oc 150 10·oc---~ • ~ ~ Pf VERT r VERT""'::: V 18"0C 18"0C EF TYP EF TYP I -po 12·oc"- --- -----. I I . B d ~ I I -• I I 1·-0· "' ,11·-o·, I I .. I I " I u u TYPICAL SPILLWAY SECTION 1/2"-1'-o" SYM~ERTRICAL V--ABO T RCB It_ "G" BARSr7 5• 5• ... _ 12" TYP "F" BARS I • r __,--..__ 114 TYP -_:, . ' ----, 3/4" FILLET MIN 11-0" "A" BARS.../" -• I'--. OPTION AL 2" r. ' "E" BARS--....._ CONSTRUCTION TYP l O.N. JOINT ,--iJ5 • P 18"0C • a vl4• 12·oc --#40 12"oc"""""' )\ ON . ( "A" BARS ~ 1,,-"E" BARS /#o 12"0CT\ L ' I J J ~• BARS L_J-V ~ "F" BARS <.> __,--..__ • .., ·r 41-0" 4'-0" ·r TYPICAL DOUBLE 4' -O"x3' -0" RCB SECllON 1/2"=1'-0" SCHEDULE MAX EARTH COVER (FT) 20 ROOF, Ot (IN) B u INVERT, Db (IN) 9 z 0 EXTERIOR WALLS T {IN) 11 u SPACING (IN) 15 "-A BAR SIZE fl 4 z E BAR SIZE fl 5 w 0:: F BAR SIZE fl 5 G BAR SIZE fl 7 I I I I I I ft M ~RC B BELOW L PER STEE SPILL SEC'il WAY ON~ • f15 x3 0 9• '-s·---....... 2· Cl.R TRUCTION CONS JOINT TYP • ,----- . ' ~ ' • 1·-0· n M • -C • 0.. :5 • • i "' I "' • .g . .. f 0 5• OC ELEV> 273± 0 10· oc ELEV 263-273± ---------- ·-o· #6x16 • s·o SPILL CAT IA\ \::./ WAY ' f/60 6 f/60 1 ·oc ·------ CONSTRUCTI JOINT, TYP 2•oc ON ......____ • I M •• • ' ... '-..,,, • B ' ~ ---fl5 ~ RCB TOP SLAB -~ BEYOND ; 09 x3'-6" • • ~ <O -I I -j - • ' • ' ' • - 2· QR • 2' CLR TYP ' TYP U. O.N. ;---.., ' v crf/50 12·oc ir#40 12·oc • V. ---.. • • p ' f/60 12"01)\ • #40 12·00~ p ' SLOPE ' SLOPE - -;· - ' \ 3'-4" d ~ ~•12"oc...l ----.__,-o 12·oc 1'-0" s·-1· ,.., 10• 51-1-1·-0· SECTION 1/2'=1'-o" ! 4' O"x3' o• & v----5'-1"x6'-0" RCB - . r-------------1------------, ~"""]------------· Ir----------.... ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--------------------_____ .J - DOUBLE RCB SECTION AT TRANSITION INDEX TO STANDARD PLANS THE FOLLOWING STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SEE SPILLWAY SECTION FOR REINF IJ-:-;;::::--f,? DO~LS L 1e·oc 2,_0• • <O I <'I SECTION 1/2"=1'-0" .... -' -. :, .... • \ -- t CONSTRUCTION JOINT SEE RCB SECTION FOR REINF NOT SHOWN CD CONSTRUCTION / JOINT . . . ' :, --- 1 112" INVERT CONSTRUCTION JOINT NO SCALE TOP Of SPILLWAY TOP OF SPILLWAY NO SCALE tiQlfS.. r---TRASH RACK PER DETAIL SHEET aa CD 1. REINFORCING S1EELSHALL BE CON11NUOUS lHROUGH All CONSTRUCTION JOINTS. 2. LOCATION Of CONSTRUCTIOJ JOINTS SHALL BE BY lHE ENGINEER. 11 AS BUILT 11 STANDARD PLANS DATED: JULY 1992, ARE PART OF THESE CONTRACT DRAWINGS. D-82 CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT MISCELLANEOUS DATE DETAILS D-84 BOX CULVERT WING WALLS TYPES A, B AND C. REVl['.IED Bv, SEE SHEETS 84, 85 & 87-90 INSPECTOR DATE ' I I SH6ET I I SsEtTSI CITY OF CARLSBAD ENGlNEERING DEPARTMENT 1. , saDN M)M] EMJfEBIIN3 V!\\F\ Sl'RIJCTURAL AND BRIDGE ENGINEDS 9958 Hibert Strut, SI.lite 202 Son Diego, CA 92131 (619) 566-.3113 DATE INITIAi REVISION DESCRIPTION DATE INITIAi DATE INITIAL TEMPORARY EROSION CONTROL_P.LA~S ' RANCHO CARRILLO RCB-DETALS APP~t LL □Ylii "' '"' /'. _.tt l,,i, ih'tX., /THI _ //-/ L/-'j__l, CITY ENG!Nl'IR R.C.> 23AAQ EXP. 12/31/~7 DATE PROJECT ND, CHKD BY, ~L ____________________________________________________ ::::::::::::::::_ ________________ ~=========================================..u DWN BY,~ I I DRAWING ND PD 411 ENGINEER OF WORK OTHER APPROVAi CITY APPROVAL RV\./D BY, 331-18 J.N. 11994 $410 'f¾-i:1:a·is. R1t~ tbcn 'tl-k·g,n Cd&7:=:~::b W:tll(J._7,5% I I ' \ 1 ~!~'l . ._ \ OfESSl ~. No. ca,im !IP, 1·30-t'T Of CII\ I ........... -... --- -< " -,,, '/4 ' " '>, • ':-,,:<;-.: N<_,.; ~'""'"-1-:-. ~~~~~r.:::, __ .,o,W'•"" ,m>W>•~;....• ' ' ' ' '-"'"'""",,.-' .,,,,:;,..; ', .. ' ~- \;,'e~ Ff)ff SLOPE". PLANilNG & IRRIGATION SEE DWG NO. 331-IL ENG I NEER OF' W01RK -~~-~-•••«"«<,»<«-»->'-W,NOW,.)~~--~•+«-'<<'.<-•>-'«-,__..... ........... <-<<-:<OW.-•.......-'<-, RICK ENGINEERING CO. . ~£AIL·-~ ' ' '',' ,',, ',' --~,£-•:-NORMAN C. ARNOT R.C.f!, ;?JG93 DATE EXFI. 9/JOl'il7' GR4PHIC SC4tE'. I" " 40' . KJICM MAM ocstlhPT ION• STREET CENTERLINE MON:tM!NT LOCAT!ONt ST'A'l'ION 249•0'1.~6 P,.!J,.C, ·ON EL CAMill!fO' REAL RECMIJ FROM, COUNTY of' SAN WIEGO It I Bot {2'49•07) El.EVA'!' I.ON• 301. tl14 ,· , El61NEE!'l -Of wom: ./ I ' /.'' ·'! w---1 • • • , • I \ ' ,..lo/,, '· ~, .,<:,• .. ,•, .. ,\'" ·, ~ .. --•-<· OA H; IHIT!/ll .,,,_.,,__,~,m;,:o,.-. ""--..-•e••~• CHIER ilil"PH0VAI, CH¥ APi>kOV ( I I I \ ' I / I l I I ' I \ \ \ / i ,, i NORMAN c.··· ARNDT -··-·--•·•·~- RC£ 21593 E.XP. 9130/97 S · L TH:R TO CI TY ENC I NEER DAT •-~«--.-;.;<-.-<O-.. W••W<-•-0»» -.~ -».-.-.MMM•M-~,M INSPtClOR DATE .J. N, 11994 B t .. \ • " -U"> --~~ ¾!Ot'li•" k-1 $.@fl ·rik@) ;1 C¼'Hi~tH~i> ·ift/J:t, /11% . ! ! • \ ""-,._ . .. ,---~ ~--.. ~< ' ,' ..t . . GRAPHIC SCAL~ ENGINEER.OF' WORK R-rci<. ENG I NEERIN~crco. ! U'.NCH MARK DtSCR I PT I ON• S'lili'!tET CEM,'filtl. t..111£. IIIOHUMEHT LOCATION• S1A.l10N 249•07, !U:i P. (). {.:. ON ltL CAMINO REAL. RECOOO FROW. Cffl.!N'l'V or SAM DtESl!l 1111800 1241•07) £1..EVAT ION• 301. 874 OA'fl.Mi 1,t $ •. L, \ / / \ \ I HA;' B;l.{6 ON STEEP $~'/II)£ f'E~ PETA/l SHTt --· ,/ NORMAf:t c.-ARNOr'-~---···-··-···--·-·· RCE 21693 EXP. 9/30197 S -TT"R TO CITY N"INEER JWSPECYOR DATE ~-~•-••-••""'=-•===•www••=M"m.-.-• EMPORARY EROSION CONTROL Pl.ANS RANCHO CARRILLD MELROSE DRIVE J. N. 11994B .,·.~% ~ s,-,&,w~»:w,,, •~•••••••••"• ::-',:~!) f~il.~.,({> j I C.G\i.h.i;1·1is~ '-1?~ Kl,:> 3i._l6 I / I / ' / \ l I \\ . t \. \ \ /:i ,1 l I ,'N!.E: 13 s (I GRAPHIC SCALE 1'' = 40' 1£NCHMARk ' ~-,:71.r :6 ,' ,._.....,...'';:...-.·_ :::...-· .'3 .;...,,4 ;.,.,-,:.-1~_.i..,,!" ,01Y"" I I -· Td:Jl,~)(!i . ·•·"" ,... ! % ,,..-•• '· _ _! _,t,-,,;-;: ft\ r_...,.-. 1" ~ 91 -~// ~ "AS Bl.JILT 11 RICK ENCINEERING CO. NORMAN C •.. ARNOT ~---· RC£ 21693 F1XP. 9/30197 $ ~ ; L 'Tf R TO CI TY ~ 5 0 I 119946 C • I / I , . .;i>.wv,,·,,,;w.<->'<'"'"°''<I' !kl:i>lO fi\:~!i'!t~ ~td $an l)i~:1t,Q CihAtt'"l',.\;ri. i/1'1'0, 1596 T;J1-•~c_;,., ~+--·--··"1>', -.•H r,>p~~~- !?£MARKS ENGINEER OF WORK ~=~.........;,,-.......»X-:-.,-.w,,-,><v•~--R IC K ENGINEE'.RING CO. -0 GRAPHIC SCALE 1"•40' IEICM'MAII( DESCR I PT 101/4• S'lflEltr CEt.trE:FU..1 ME MOHUMl;]tT LOCAT 10!/4• S1AT ION 2◄9•07, 56 P. 0. C, ON Et CAMINO ll[AL M.CtlRQ rAOM1 COIJNTY OF SAN IJIEGO Al!IOO 12◄9•07l ELEVATION• 301.87◄ y c,; \ \ .. NORMAN C. ARNDT -. ,• . RCE 216Sl EXP. 9/30/57 ETTER TO CITY NCI TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO MELROSE DRIVE / I I ¼'i-J.O .FnJH''.< R(;:ul ~£1.n Pi,1'ti"l-'' f"a!Hnrn\;1 ,,~:"110 .. }",•¼ ,, ,,, , , .. ~,,... ' \ ,, , ,, 'f/CfJi?' ¥'£._i)AT,;4~ /1 {) ,,.go/14'//t! !? • i?ZOO' L = 3•l,/i7 1 NOTE,' SE!: 15Ht{TS w!J, 70 & 71 rOR ei11JRM1 / DRAll'I /IV MtZROSt: !J/?!VE / / I / :ro 0 , \ \--, I \ ,, / \ I I ' I \ ◄O SECTION A-A ENGINEER OF WORK GRAPHIC SCALE NO SCALE q\'-ofESS1 ¼,;, p.l-1 C, Sf/ ii Ho, C211113 'tl. £xi), i-30-01 N\\- ct.\e~ m•~•~•m~•mm~~~•-~---•---~•--o,mm-w,-,,,,_,,_"""''~~ m.,,~.om,.u, .. a•»··+''·"··u RICK ENGINEERING CO. ' NORMAN C. ARNDT R. C. E.. 21 n93 DATE FXP, 9/30/01 I" 0 40' BENCH MARK DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION• STAT!ON 2 ◄9•07. 56 P,O, C, ON EL CAMINO REAL. RECOR[) "ROM, COUNTY Of SAN DIEGO RISOO t249•07l ELEVATION• 307.874 OATUl,h M,S.l. '<OHMI\NC.-ARNDT RCE ZIS'l3 [XP, 9/30/97 SEE LETT'R TO CITY ENGIN'·R RLVIEWLJ BY: INSPECTOR DATE =-~==:~+-~----ll"-==:.: :·:· ::.~:::::==-~~:~:: .. ==~--~=::========· -~,_-_·--·=•="' ,, :~-,: ~CEA,,,, [. (; ITE!AN2ti:G (~~!~~~~~.A O f 9-0J i,-----i~y•,e~r,••~•;•••-4'-------~~--•• •-••e•••••••mw•••,w•w•,•e••,••,••m••••ww,,, .... ,,w '"'="'""••••=• .. ,,.. ,,..._,-.. ... -•-••• ~==~-,.~-<=<-m<,w=•mM,,,=ssw.~,w=,••••-'•'~•-••-••••"••~=w., •.. =,~•-"•=•~=~--... m .. o ... ,.~,•~•••••••••••""• TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO MELROSE DRIVE \ ,. '-J.:< . '>"" -~;,...,,,,....,~•M' ~~ ... --- I """¼ . '¾..,,_,},, o• ~• =«<'<¾s-.,. •~=%-,..,, 0 I ..,,"«<= i1'$'3 h,>JM-#'' (1,:#:.~ W<:-y -Sij'f~ WO tnrfAHl<.'t CA ""f-'09';1 \ ·.i,. ··.~~~,,..~~_:..±:::~·;pc- ~ ....,,,..~~-1. fO' ENGINEER OF WORK R-1 CI< -E~G ,,-N E:£0R I t-.fG 'co: i 40 20 o ~o eo iiiiiiiioiiiiii'!!'!'!!!!!!!!iiiii;.;;;;;;;.-.il!!!!!!!!!""~~ GRAPHlC $CALE !M:HCH MAAK OESCil IPT I ON.I STREE'.T C!WT.EI\L lHE ~Ni 1.;0CATION• /STATION 249+07,56 P.o.c. ON EL CAMI.MO i REAL. RECORO FR~, COVNtY OF SAN O I EOO RI 800 (249+07> ELEVATION• 307.874 DATu.l• W, S. L. \ 'N - . ' I• 0 I \ .,,_,. \,··i ". \ \ \ i I \ \ '½._ '\ \ .. _,\ II ~ ,;: p I JI l T II l\.j i.J. _, R.ICK ENOINEERINC CO. N(iRMAhrc:·•=·4 nNr.r-r--•'>•'>-~•-,~-= ... •~ o A TE RCF ?IC'l.l EXP. 9, 30·· 97 ::E U TT(:R ft) CI TY ENGi NEFll DrH:D i . . ./ ! ! ,""-~ ... / • 7'--......., - • l HAY L{S an C,/JRIID(• · · l'tR. 'DtTll!L tJN SM "ET 2 ; . ! .• i • J . . ' : .' ; ' ;' i \ i ' ; . ! \ \ ' /'"».',;..,,,::;":-,4'\;:, ' ~ -, •·· / STORM DRAIN NO, i DELTA OR BRG, F?.~e1ys 1 ff', L,_; l!lf.i§#J(J'tJOtt if ~ I i Alli!J'-'(f'(l{J" W 1'3'l IY!ilJ'45W11 E .. ;f!,ii?• 451 CJ!)" f: (4) -) Jtz, ..... il ~&-15'0{!!! 45.00' 0\ 'v, ' •...•.• ! /,/ !'!}' l:J'CIJIIW 7, /v'5.!t'F/l/5"E @ }//.:j# l'l 1/tF1 E 7's PRIVATE DATA LENGTH' -~----~-- l:llill' &/16'' 4lf()' ..:51. OJI, Efi.411** ri,J/' e.:zCIJ' 4o.(JtJ' \\ • l ' I I I ' .. ... ... \ so--1 -m!:MARKS * /6'"'RCP /.)!J!J-lJ * /tJH RC? k}tfl-lJ * --~-----~--------- /8" /2'CP /.,Jti&-O * /6"RCP tfJtfl.lJ ;lt ltJl'RCP /.J:ftl-f} * /8"/?CP /3!PJ-JJ * /tJ"CM? /tJ"Clt!? ** U6E 8' PIPE LEAl6TflS tJ 9 BEi/EL !JtJTfl EA!Oa. RICK ENGINEEIUNG C01\1PANY 5620 Ft·i;iir; Rood, &1.n Di1.".j;O, fal.ifomia 92!!&25% f C,11 ::1:: ffl ffl -I ·::c ~ --1 2l 0 ,~, . . ' .,.\ / l .. ; ,' \ 'I l .. ~ I. . I .. I I . I I l .. Al .b I f . ••-!-•v·'' -"'•-·(. <·,);$' -~--;:< ,,.,'" ,x_ · 4!'C;iff' . EETNO. ENGINEER OF WORK RICK ENGINEERING co. J F NORMAN C. ARNDT R.C.E. 21693 EXP. 9/30/93 CHECKED BY• ( JK 13 20 GRAPHIC SCALE DESCRiPTION• STREET CENTERLINE MONI..M::NT LOCATION• STATION 249•07.5£ P.o.c. ON EL CAMINO REAL RECORD FROM• CO\J!'4TY OF SAN DIEGO RISO© l249•01l OATUM, 1,1. S. L 11 AS BUil T" RICK ENG!NEERING CO. NORMAN C. ARNOT DATE RCE 21&'33 EXP. 9/30/93 SEE TTER TO CITY ENGINEER OATE!) REVIEWED BY, INSPECTOR s1H2ttf CITY OF C.I\RLSBAD -------·-----t----'---+---t-----t----1 ENGINEERING DEPARTMENT ·----·-·--·· I TEMPORARY EROSION. .CONTROL PLANS t-----+--·-+-------------+-----+---.... ___ .,_____, I RANCHO CARRILLO t----+--+----------.,........-............,.-,--i-~ I MELROSE DRIVE ' DATE IN!T!AL ENCINEER Of 1/IORK REVISION DESCRIPTION [)ATE INITIAL DATE !NITIAL r---~---···-·••··-or HER APPROVAL CiTY APPROVAL ' J.N. DATE ~ Li:LJ 11994 I 1.~7. 2 ~ ~ 0 l O..; 02 \ \. \ \ i. \ ~~~-«1~' =<·:,.,,.,,, , ,,,, \.!,, \ l .. ,., .. ,.•···: c"S' ; , ·', f ) ....... "" "" :., \ ..... , .... , .. , ...... ,. _,., .. ,,.,.,......,.....---..,.;~'"':'.'"'.'. I I I I / I i . 0 ''4,9j' "b\, .. . 021613 . 9-30-97 '·· . : ttt tr ~ ! . \ G.i \ \ ·~ ,t-,, \' \ l \ \ I \ ENGINEER or WORK RI CK-·ENG I ft•fEE:R -I N-G-C~O~ .• ·--~.,._L~-~ ....... ·,!1:4:~.-· ~ NORMAN C. ARNDT R, C. E. 21693 OAT[ EXP. 9/30/97 CHECKED BY, ~ • j \ . \'< /. f I \ 1,f.) .'I \ I _:,,. \ ~0 ----- \ \ f!?' lfl}f 4n}y@ ' ' ·· ;rxtBs no.~-· ! • "· , .• _.,., . ,.•·· . . . . '"\ll,!O ,' . \, ~' ) l \ • E sMEET SE \ f , . OESCRIPT!ON• S1RttT Ctw1E'.fiLINt MONUMENT LOCATION, STATION 24f-.o1,!ffl P,o.c. ON El CAMINO RfAL REOOflD fROMo COUNTY or SAN Cl IEGO R 1800 !?49•071 DAT!» t,,f, S. L. \ \ \ \ . \ ' \ I \ \ \ \-I \ \ \ \ ., -DATE \ I~ ' .I 11 A-c: [3 lJ' Ii_ T" . J L. .• RICK ENGINEERl~G 00, N6RMAT,-c·-i;Riror--·······•····-····-- RCE 2.:693 EXP. 9/30/97 SE R TO CI TY . ATED INSPECTOR DATE 11994 B \ TA ORBRG. ,/ / I / Cl) N 6(1' 31], tJ{) "£ 16* lfCP U:J!JO·OJ -~~-,-~ !fJ' RCF (I.J5()1J. ---+------+-"•<~•,-- RICK ENGINEEI<ING COMPl\NY %LO FriaHi, R@& 1km {Jkg0 t\tliLYnb 91 ll:G'-L".% or C~\ ,, ,. ~ ;P' ~\ "' , ,~ I ,., . ENGINEER OF WORK RICK ENGINEERING CO. ~~,II( C .A?A'u::. ?:~:~- NORMAN C. ARNDT R.C.E. 21693 DATE EXP. 9/30/97 20 0 40 GRAPHIC SCALE B[ffl:H MARK l" m 40' DESCRIPTION• STREET CENTERLINE MONLM::NT LOCATION• STATION 249•07.56 P.o.c. ON EL CAMIJ\IO REAL, RECORD FRO!,$, COUNTY OF SAN IHEOO RH!OO (2-19•01'l ELEVATION• 307.674 , OATUIA, M.5.L. \ \ "AS BUILT" RICK ENGINEERING CO. NORMAN c: ARNDT RCE 2'693 EXP, 9/30/97 SEF LETTER TO CITY ENGINEER DA:En REVIEWED SY: INSPECTOR 11994B - I J'\._-. , .. \ .... \ ' ~~-·,,.....- ,,..-~:= .,.,* ,./ /",;,c' ,/• w•'•:,/, _; / 1,.· A,. / '·.·.·.· . . f '' ' I Sti1iY F'Yll!I.Wci<' %:- Si:l.n bhljA: Oi:iHf:iwm½ 91lW.-1 .S%· I l i \ \ i 9-0fESSlo. ·g'4-l'l'I C. '9,s,· . . "" 'l{f 1l-\ ~. ' i ~ !<t No 0211193 .,.;\ /;: '"· Exp. 9-30'97 :o:, \~· ·~~~ . . .._. ____ ENG I NEER Q,F, WORK RICK ENGINEERING CO. ······-c:c·~ ~~AK -···--ff·l:lll NalitMAN C. ARNOT R, C. E. 21693 DATE EXP. 9/30/97 GRAPHIC SCALE !" " 401 IO LOCATION• STATION 2"'9•07. Si P,O, C, ON EL CAMHfO A.EAL, RECOR.O FROM• COUNTY Of SAN Of £GO R ! eoo (2<C9•07) ELEVATION• 307. tfM OA 'TUM• M. 'S. L. ( ' " A S [3 LJ i L. T II RICK ENCINEERINC CO. NORMAN C, ARNDT . . DA'T ..... _ ! RCC 21693 txr. s1so19-; ··rr'R TO CITY 'N'INf R AT'f INSPECTOR DATE --➔•-••" =~-=====·=-=~=:=~-==:::::.:==~== ~~=-~==-= ::::::: ····;.~~:: [$1l~T] L~:~~r1rc1~Rfwc~6~f~~~AD _J f Sst~~· •~-+~= -~.,..,..,_.....,.,.,.__. __ ,,.,❖~•x,:-:-,<«~·',..,,._,❖--<, ............... .__._,.......~.,.,,.,...,.....,<-,,x.._,,""'¢'>-,,..,.,...-·»»><-,,x<•·»",,-,..,,,, ~ . ..,,.,,_,,_,.,.--'ef-_,....,,,,,,, TEMPORARY EROSION. CONTROL PLANS RANCHO CARRILLO MELROSE DRIVE • NO ( I .. J t. C f1 ~-. I ~J Czl I \ \ ) I I i i I ' . · . ' .. ~' I' " ·-----"'"'" DEL'll'l OR BRG -·N 38 '25-;!2~E-.. -e-Sfr~~ NJ8•25'/2''E ........ , H'"M ---~-HH=•= -•••H• N 04' 09 '25 "E N04• 09'2:'J"E '""'"" '"'""""·= J./17.J"OR '54"E . N t't'"' 14 'i'4 "E fl l:!J'(}0'4jll W I I I I / I I ' i I 1 ' I I I I . .~ DRA/1 ,u,.,...., .. .,.,,Hn"'n"-"-' RADIUS ,-••-,,•••mH,::,-.~ 0 -'· u,a~ -•--•••--••-"'M" ~, - _,. ... . ·- / . I i I \ '[ . \ ' i \ 1: ' J . I / ! ( I u /> I i I I ' I ; II { ,I . . . ,. _uATA , ... , .. ~. L£N0TH " •---••w, -~--~ ... 7/()(}' 45.0(;' ' I ' I l --- i I ' i I I I . I I ' I l I ' ' REMARKS -J011 C#lf' •»m,-,, ---30" OM? -..... _ .,~---- 6!!.87' J(} I/ /f(Jf" ft.MO·OJ ="v-•~ -·-/t}.00' .TOM RC!" (/fflJ·IJ) ~-~""'""~~~ ~,0=-~.NX<-,,,,,<->Mw>m 1411..!Yri' 18' lf'r:I" (/3:ftJ·O. "" s.,............,._ 4f'. @1' ltl' ltCf' {/,73{}·/JJ -<•v==-,.._,,,,,,=~•- i'OOO' .--'"~"'•'"u• ' ·-··-·-· .. "'"""'"'".......,,_ ___ , _____ "' 18"/J~[!:!!£:!!2 .%1.t~ Fri.iin R,·~ AM Dfo:iu· Gihfu.N~¼> @},f¾h1tM am H0iwm ENGi NEER OF WORK RICK ENGINEER.,iNG CO. NORMAN C. ARNDT R.C.,!t. 21693 DATE EXP. 9 /30/97 20 0 40 BENCH MARK GRAPHIC SCALE I " " 40' DESCRIPTION, STREET CENTERLINE MONUMEflli LOCATION, STATION 24:1+07:56 PO C. ON ELCAMINO REAL RECORD RIDM 1 coomv Of SAN DIEGO R 1800 {240*07} ELEVATION, 501.874 DATUM: M.S.L. "AS BUil T'' RICK ENGINEERING CO. NORMAN C. ARNDT RCE 21693 EXP 9 /~0/97 REVIEWED BY: INSPECTOR OATE ::=--=--. .,.+.-., • .,.-•.•. -•.• +-._"""'··-··-·--_··--'".::::::::::,.-::::::::_-:::_:.-:.:.:.:.-=.4;..-=.:.-=-~-=--=-~~-=-:--=-~-=--=-~ ~ 1 c 1~r,N&ri,.,G ~t=pf=R=·~=E:N=~=A=n::::::..:t::::==' ::::;I TEMPORARY EROSION CONTROL PL.ANS RANCHO CARRILLO POINSETTIA LANE ~ OOTIAt._ .... , ----OA 'It 1%111M. Ol!llld!'.El'/ w l'IORI<: REVlSIOO DESCRIPTION CITY Al'f'ROV AL ,J N I I QQ4 -:«<-» = X, W-== m *1, g.o ,m,,,,m-,,, --....,.,MMM ,...._,.-:.,>< .• ..,... T1 r.··\·· ~ ~•-<-~So,.,, .. ,.,-,,.uo=•=>===•= 'i>,,,,-,,.<w,••,••"•...-••w•=-• i,.,...-.-,.,-,•••••••••••"•~-~., ·o +----·-·-·············----l i.-""""----4••---"""M""'n"' •=-w•, •••w•••••••••~-•-••'~---=->~>N•-•••••"•• L C:L ........ ,. ..... ,. .......... ····················-· ----·-············ "'•···---·-·······-··-·-··--·· l,t;;ro Vrt,m::t $,nd 5trn I'lrlt:Jfi) CdJfohdti 4':HW--11¼ (61'1\ t'll-<lf!tl . '"j;, V J GRAPHIC SCALE I" ,. 40' OF "'•-..,.,~.,., ' ...., · ... '!!ff', &K.· .. 'JI[).··.'{ ..... . ~\- · .. , ' ENGINEER OF WORK -----=,,,, ~""··----- ., RI CK ENGINEERING CO .. I IEHCM --h, 'i l "' ~ OESCfllPT lOl'h STl'!EE:1' CE:N1'£RL IN[ !M)Nll,IENT. LOCATION,. STAT ION ?◄9•01. 56 P. 0. C. ON EL CAMINO REAL. * RECORD FROM• COt.l«TY OF SAN D ![00 R 1800 (24!h07l ELEVATION, 307.874 fl I/ . 37 ·· t·•· ., ~4,_.,,.,,,.,,,,_«<<"'-w-=··.,.........,... \ \ ",J!J" !>fl' 48' !tJIJ •1400' L" __ . ..,.,.... Vi . ,,._._.,, ~~......,.,,.,..,~ _,.....,...,~ ->i••~·=---,,•=•>,,.,.,.,.M,, ... .......,.........,=....,.,v.,:....-,:,-.,, . ----"' < ' '"""""""""""""."'-"-...,.....,"" --, ., ... ,,,' ... , --....... ' ...,,, "~"'m '", = •>"<¾>=>•~.-...,:w..-..-.-.-,.-,,,=>: '• ',>,. ~,~O.,~y~-IW ,.,,~ ·,; ·, ', . . ,., .. , ..... ~ ~·~ f --0 ~ 0 0 vv'· •·or-···· f11 -.. ,,,"·'->+--.,.,."'".-...... P1 i I 11 AS BUIL T11 RICK ENGINEERING CO. NORMAN C. ARN6y---·••·••········-····· RCE 21693 EXP. 9/30/97 R TO CITY ENGINEER OAT J, N. 11994 B ' .. \ I I ' I / / I / /·' I / ; ,/ / / ,,, // / /// ,-"" l~ICK EN(;LNE'ElliNG CCX\,f PANY .%10 t~fa:;;fli. l¾~d Scl:::1~ tl'kfO ('.$,\Jfr .. 1.i:n1~1 ¾N¥f,.1~ I \ ) ) .... IJJ w. X I . Cl) LU ,Cu.I Cl) / / / i ! i t I ' / / STA, 6 +,bo /SEE/SHEET 4 ,/ -,,.,,,.,.,~ 10 .... _,, f-"-:,1-•-:,_ :: ff!':\ -' 7, , I ~ I / I I .. lff:~1-:JJrr 1 ~ I ' t I .ENG I NEER OF WORK ---··-------~~-RI CK ENGINEERING CO. .. BENCH MARK 0 .to GRAPHIC SCALE 1" " 40' \ / / i i' f !)[S(:Rlf>T I~ $1REET CEN1'Elti:.1Nt MOHUMENT LOCATION• STATIQtl 2◄9•07,56 P.o.c. ON EL CA.M!!ifl) REAL RECORO FRCN• COUNTY OF SAN O I EGO RI 800 <24'9•071 ElEVATIOIII• 3Q7. 87◄ OA TUM< M. S. l. \ \ \ ,, ) }' I ' ' j I ; ' J' '' < : · I ~\ ', ' I I I \ ' ' I I I • i 1~ ' i ' ' !'I i ;· .I ( {l ,~,•I ; r•• I' ; ~'• ! : 11 AS BLJILT 11 I ,: RI CK ENO I NEER I NG CO, NORMAN C. ARNDf . RCE 21693 EXP, 913019? 'TT R TO CITY --------·-•-j slH8EEr j (:lTY OF (~ARLSBAD .. ]['siicf-fs7 1---•"f'•----i-·--~--=--·--·------~--~ ,-.,-,,-+-_,,_,., ENGiNEER!IIIG OE~RTMEN! ,. _!::iL .. J --f",~-,ws-,w._.,,,n'ri,-.....,.....,...~M--MHW<.,.....,._ . .........,...---•~~-~--~om TEMPORARY .EROSION CONTROL PLANS RANCHO CARRILLO POINSETTIA LANE REVISION DESCRIPTION ~----~,-ritrs·· 'iNin""L ""off{'" ·,wr'iAC -.,,..,.., ... ~,.w. OTHER M'PROVl<L CITY APPROVAL J, N 1199 4 B \ ! i I NOT TO SCALE \ .. ,£'1/llJE x I' !)£lP TYF'f' '1Bn !Jlf{)ff lJ!TCH Pt:!? 0"7!5 SECTION A-A- NTS, %'){~ 'f"t<i""<", K<!«')d U:ti,;' i.%i<.\if':'i C,dil,,~b, in.1 l/J. /!(% I I I j I I I ( I / I I / I I I \ ENGJNEER OF WORK ,~--T·-~---' ---~-----~,~-,O·m+,>,h<M«>w<W,,w·-,W,)w>WOYMw,wowow,w"mCll,~,~•-, RICK ENGINEERING CO. .... , .. EL U,11'.:ATION• STATION 24'9+07.56 P.O,C, otl-fl CAMINO REAL. RfCOft!) fROM, COUNTY Of SAN O I fGO fl I $0◊ (249•07' ELEVATION• 307 .1374 DATW, M. $, L. ,_,_,_,,,,_,_ "'"""'""'""'' -·-----------------------------,---------""'"' -"• ''""""'""'""'""'____ ------t-·"""" .. ,.,,_ . \ ! \ I / ' I ' I / ! NOflMAN-C. I\NND,- HCL Zif/d Flf< 9/ 30/97 S[[ L~llLN TO CllY LNGIN-ER DATED mvl[W[ll E\'> I INS PECHA< DATE •••"•'••••--.,~.,.o,M.~M••==mo,w,s=•••"•~•.o,•,,,.m.•=<=-,m=m, .. ,mu,,,.u.,-.,w,.,_,,_., '"•'""''•M=~~•=--•m=m,•=••=,= TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO EL FUERTE STREET 1199 4 B i I' i • • • 56-W f.rk1'~'v k%,,~J s~~ hi1~,ifl.J CffiUi@n~hi. 91. l 10,-?..fi.t¼ RICK ' ' wwnH-#1111 i! 20 DE SCR I PT I ON• 0 40 GRAPHIC SCALE !" w 40' IO LOC.AT ION• STAT ION 249•01. 56 P, (). C, ON El CAMI.NO RE.AL. RECORD FR<».l• COUNTY or SAN O I EGO R 1800 (24'.i•07) ELEVATION• 307.874 DATUM• M.$.L, -J11 OOlrC/'i'eT(jWllJ /0, 70, fi • 6 fl(JYe/i JYN Me8H !rt:IJ,/f'O/f'Cf /J A-A N.T S. / 11 A s B L.J I L_ r 11 RICK ENGINEERING CO. NORMAN C. ARNDT RCE 21693 EXP. 9/30197 SEE LETTER TO CITY ENGINEER DAT'.D REVIEWED BY: INSPfCTOR 1------t-....----t------... -, __ ,. ___ ._-___ --=---=------.-=======!---_-_-+-t-----t===~----i r·~gr r:~:.~~x;;~~[~c ~~~.~1,_E~_T~_DJ l s~w-T: '"""""'"w,;:.-,,,,-,...,+,~ ·-··•= ,-.w.w,-· _, ·-~ --,. .... -.... :::::::==-·=-----~ .. ~----·~·--·••'-.'•"''•·'·······"''---- REVISION DESCRIPTION I 199 4 B ____________ ..,.. ______________________________________________________________________________________________________ ":""' ______________________________________________ "'' I / I / .,/ J ' / ,, I I i i I r ! i l / " 40 20 w7· I ' I I ,/ ' ! I 0 GRAPHIC SCALE I" C 40' I / I I ! / ,/ / ,, ( ). r -z !Tl l{I(~:K I~NGINtE~RING c:oMPAN'f Htii fl"ohJl'$,f' Ooks ~ ~dtm ;-Ot Cor I l!i,oo, Co 112«5 \ \ ' / ' 1 i I / I f I I I I / / / / / MATCH ENGINEER OF WORK ,,o •-··~· ~,··,·Mfr,·++'-·-H-4-'<'<>+->-Y,•~~ RICK ENGINEERING CO. CHECKED BY•~----- J ' FOR SLOPE Pl.ANTING & IRRIGATION SEE OWG. NO. 331 ~ 1L BENCH MARK j I OESCRIPTION1 SlllEET CENTERLINE MON\.MNT LOCATION• STATION 249•01.56. P,o.c. ON EL CAMINO REAL, R£CORO FROM• COUNTY OF SAN DI EGO RI 800 (249+07) ELEVATION• 307.874 DATUM• M. S. L, -/ I I \ \ ,>,, ', . '\-, \ '\,, \ \, .,Zo;, •".-" <'../ \ \ \ ''" ,, • "AS BUILT" RICK ENGINEER!NO CO. NOl$ir;ct:-aRNDT''"-·'···-······-···•'···· ' OAt1.''-· RCE 21693 E.XP. 9/30/'JT 'E LETTER TO CITY ENGINE R ATED R[VI.W[D BY, INSPECTOR DATE -------··--------,_____, 1sE2~1l (;lTY OF CARLSBAD !-------+--------· ---~-----'f---~'.;-j ENGINEERING DEPARTMENT -;,-•--------,~._.,,,,,,,_,..,.,,....,. -+---+---➔-a~>:w>,•, ,.,-. •.. ~. ::t™';,,..,NMW=,W,<w,w,=v,.w<w.-1.-.,m~~••~••••••,•y~•"••~•a~M••, ~ •.•.•.• ~ •...•.. ~ ..•.•.•. ,.,,,-.._., •.•.• TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO DAT£. INITIAc EMWlill'R OF #OR.K J.N. I 1994B • ,,,, .. , ,, ' , .. , ' ' I I i I \, ' I / I ' I / I I \ I I / / I i I I LU LU en Lu z -, J \ \ \ l I l RICK r~NGINEr:IUNG c:o1\1RA.NY J%f Po1_,°""'""Y 5>.Jlt• lilO 0tr· !-rotl(\ C,:;i tlOWJ / I /·.' I I GRAPHIC SCALE. I" = 40' BENCH MARK DESCRIPTION• STREET C£NTERL 1,NE liiQlll,f£N'f dk.r C • NORMAN C. ARNOT LOCATION.• STATION 249•07,56 P.o.c. ON EL CAMINO REAL • MOORD FRO.l< COUNTY OF SAN O I EGO R 1800 (249•07) CHf'.CKED BY• ELEVATION• 307.874 \ / / / ' / ' / ' ' ' / ' / ' E!PIICER Of l'lilffit I , I ·' / "AS f3UILT" RICK ENGINEERINO 00. HORMAN C, ARNOT RCE 21693 EXP. 9/30/'J? SE.£ l.[TTER TO CI TY ENG !NEER DATED R[VIEWtu BY: INSPECTOR DATE . J. N. I 1994E ' ' 1 I 4 I I \ 't I I I I ! 9'S9: /\:i ; (lln-boli..~ lay S\..ilhi }1)tl Car\ .d:i:~Jd. ¢ey tW'OOS / ./ / / f I \ I ! ' ' i \ \ ,, I ! / I ENGINEER OF WORK •-o·-o-,0·-o-·-, RICK ENGINEERING co. ~c~ NORMAN C. ARNOT R,C,E. 21693 DATE EXP. 9/30/01 " •, .. ,., '••,.w•,m,,,,,,,_ ~ ~I ~I '", BENCH MARK O <O .,....--~---~-... ~~---··· GRAPHIC SCALE !"=40 1 \ \ \ \ ' ;.. / :I /' DESCRIPTION• STREET CENTERLINE MONWENT LOCATION• STATION 2◄9+07.56 P.O.C. ON EL CAMINO REAL. RECORD FROM• COUNTY OF SAN DIEGO Rl800 {2 ◄9+07) ElEVATION1 307.87◄ DA.TUM, M. s. l. \ \ \ I / / I / ' / I .I I ! I / / I ...... ' \ 7 . l , \--, --, f\,7; ' i ti,' .~ "¾ ' ',, I · .. \. \ ' ' • 0 Z' i-,.. L&J w :I: fl) "AS BUil T11 / \ RICK ENGINEERING CO, NORMAi;r·c:'"''iRNDT _____ .,,_,, __ _ RCE 21693 EXP. 9/30/Y? S CITY N =··=·~-~--•-❖-><-INSPECTOR DATE. TEMPORARY EROSION CONTROL PLANS -----·-··----·-·--·-·---"'"'"'"-i---·-· ,, ... ,,.,... .,, ........ , ..... ·--··------ =,w---+,---.,f---••=="=""'""••-=-"~•-•~•-~••-•~ =,µ,=~•> ~'#,»'e'l•,....••W->« ,,:-:M•na•w=,= ,.-:,,.-:~Me~ RANCHO CARRILLO J.N. 11994 :j I I / i / l"i- I / J I 1 I o.__..,,.. __________________ ,....,.~,....-------------z 1- LIJ w :i:: en ~ (/) IUCK F~NGINEEIUNG (~OMPANY 1951 fol""' lld\, ~o:, '"'"' ,oo Czr !ci¾'!d. f..(l 1)2~ --~-~ ,..,-.,_.,,.,,,..,,,.-· .. ~ I A,\il -~,...·-----,.-., . ..-,-""''~.«,_,>XMm.:.:;••m•~ ------ W U O 40 ~ ii5iiiiiii.iii~!!!!!!!!5iiiiiiiiiiiiiiiiiiii~!!!!!!!!!!!!!. !!!!!!!!!!!!!!!!_!"'!J GRAPHIC SCALE 1""'40' ENGINEER OF WORK ,<,,xow-=•··-,..,......_.·•~:.-..,-" , RICK ENGINEERING CO. _ _#KaL~ 'H,£ NORMAN C, ARNOT R. C. E:. 21693 DATE'. EXP. 9/30/97 MATCH BENCH MARK DESCIHPTION• STREET CENTERLINE MONllAENT LOCATION• STATION 249•07.56 P.o.c. ON EL CAMINO REAL, RECORl'l FROM• COUNTY OF SAN D!EOO RIBOO 1249+07) ELEVATION• 307.874 DATUt.h M. S. L l LINE SEE , I NO, "•--•-..--«=««•"<--'~ . ._,.ss-M<-<-.«<0>.<-~•-,.....•-.<--.0,._,.,...,_,,_~., . .....,...,,-,,.-, _____ , DA ft INITIAL "'•••-~--h= --~•"'<~ fNCINE[R Of WORK REVISit,N DESCRIPTION I / / I .. ,. If ... I \ / I I i l I i I / I ti(,, II / / ( •o '"• ,/ ,•"•'" ., .. .,,,." ltJ' TYf' w LtJ (I) ~r ~I (.) I- <[ /i ·/ / '"'-•.•,. 4:· • '•· . I , .. ,, .. I .,. ~ I 'I' ..... , ... -.. .,,..., .. ! . "} I 25 ,.,,,,, ... ....., .• ,..,.,'<.., _,,,""""'"'~' DA YE INITIAL OTHER APPROVAL I / { . c .... , I I / /f I I I I I I i l / / I / / I 11 A s Bu I L ·r 11 RICK ENGINEERING CQ,. NORMAN C. ARNDT RCE 21593 EXP. 9/30/97 SEE LETTER TO CITY ENGINE'R DAT R[VW WCD 8 Y, J. N. 119948 ' l . -l ) ,,,, )I·--- / I / ' • i I I • l I I ! \ 1$5$ PM_. °""1 "<>Y Sl1!fo 200 C<O' l:dioo, Co lN\19 ' j ' /, / / ji.jl;i'': I -I , l ' I Lu l.&.l (J) LL.I, z -J X 0 I- <( ~ I / II I ( } j \ --I I / I ,,. I l \ \ / I l / I ! / I ·"-·I-.\ rt , -··1'• ~--!-? ,_ ' •t I I No C2160C1 -•\ ,~ ', ,-,-, I I Exp. 9-30-97 ,t, OF I I I ' ,, ' / I / 22J / ' / 'HM X , / 40. / LINE \ SEE 13 / BENCH MARK / 0 40 GRAPHIC SCALE I'• 40' !IQ 0£SCR!PTION• STREET C!HTERllNE liofONIMEHT LOCATION• STATlON 249+07,56 P,O,C. ON l!:L CAMINO REAL, RECORD FROM• COUNTY OF SAN DIEGO Rl800 1249+07) ELEVATION• 307. 87◄ DAT!Nt .;. S. L. j I / .! I ! i ' ' I I I I! • I 11 AS BUIL T11 RICK ENGINEERING CO. NORMAN C. ARNOT ·------------lJil."'fE'-- RCE 21£93 EXP. 9130191 SEE .ETTER TO CITY ENOIN. "ROAT D REVIEWED BY, INSPtCTOR DATE ·::o::ir,E bttinAL ElllJINEtR Of ~R J. N. 119948 •. I I ,, ,,,,. . en ',•,/':,.·:;,, .. r{Ic:K ENGINEl~IUNG COMPANY lo/it f\:.s!~· {}w;§ fl(J)" SulN~ llOO {',<If I ~-h f:@ t~ No CWl93 E,p. 9-30-97 I I ·.'·:,-~", I / •.....• . '"-t .... ··•• .. , .. ./~. I rr~~:; l } ·._ ./ . ·1· · .. · ... . 'o .• . II 11:! . .. , I I ENGINEER OF WORK wm~_..........,..,_ . .,,.,~~~-•-+•,µ,•,-~= I .! RICK ENGINEERING CO. zo BENCH MARK 0 I I i I ! I I I / . ,·//. 4<¢1> # 411) GRAPHIC $CAl.E 1" C 40' 1 I ' I l'>ESCRIPTION• STREET CE:NTERLIN! MONI.MENT LOCATION• STATION 249•07.156 P.o.c. ON EL CAMINO REAL. RECORD FROM1 COUNTY OF SAN l')IEOQ f/ll800 (249+07) ELEVAT I ONa 307. 874 DATUM• M. S, L. 24 7 ......... . . ,.. . . ·.. ..' / .. / I I ( \ \ i \ \ \ 1 \ \ "AS BUil. T" I \ l \ RICK ENGINEERING CO, RORMAN C. ARNOT RCE 2159.3 EXP. S/30/97 SEE ETTER TO .ITY "N REVIEWED BY: INSPECTOR J. N. DATE I I 994E I I I I I ,i / i: j / ! j \ ! I i I I i I ! / I / / I I I / / ✓ / .I i I I I I i \ I \ \ ~ j I • \ \ \ \ ;~;,,P,~I. / I . r ..,.,... ,l ! ;' ' f"·,1-. ,' _,••'' I -----/ --.,,,_,.;,--,---·1 ,,--.___ iOfESSJQ ur C ~ .... _.. \. \ \ \ I I i I j ,,, ... "•"'•' " / i i >-.. ·-¼b ·~ ,_,,.,,,.,.,-, ~I ,,,,.."" . ✓-. i ; / / ; ! i I i i/ /y//' I l'.1 i t~,- 'l,, !, / ///' / / i ) \ \ \ f ! \ ! \ \ \ \ I . / .\ / -·· x,.. -·-. ~ .. -·-. , ' ,, ENGINEER OF WORK , ... , ... ~ .. , •... -.......... -«···~---·······-··<-··,-·~---...--·-······-···'>",~···,>1···-~»'~--~-'"'""= RICK ENGINEERING CO. CHCCKED DY• I I \ / 2r· . --Ii: "'Ill "-··••'( . ), . .l--. " 4-·~t ,.,LJ.,. ¾ • "··,, --_,. ... ···-. / --· . . ,/ ~ \ \ :ao 40 GRAPHIC SCALE SENCH MARK D!:'.SCR I PT I ON, STRE!:'.T CENTERL I. NI:'. MONUMENT LOCATION• STA'TION 249+07,S!!i l",O,C. ON EL CAMINO REAL RECORO FROM• COUNTY OF SAN O I EGO RI &00 (249+07) l!:LIL\/AT ION• 307. 814 CA TUM, M. S. L. \ \ \ \ i t \ '\ \ l' t I I \ I I I ! \ ,- ( \ \ I I I / I I l.&J l.&J U) w z ...J .• ,. ' ,... ' (.~ . / :J-~- "'J¢c+,,...,.,;i>-J~ .,. I INSPECTOR I i I \ I ! i I / / ; / i I I I / _.,._..,_.- i II A C c3 I 11 ! ·r II ,,, -.,.) L \~., L.~ I RiCK ENGINEERING CO. [:'~t~l [ (:lTrt,1w£~::c&~!~~~y~,1\D"'J ['s1T'.il TEMPORARY EROSION CONTROL PLANS RANCIIO CARRIL.LO J~N. 12206 I I I.: ): I 1: 1-' I I . . ! , I I / I I I I I f I I / I I I I / I I I I I I I i I I I I I i I I ' i i I . I ' ' I ----~----------·~----:JTORM IJRAJN OATA 1--~==-~~i,~-~~~=-••~• M.~--~--~r---~---'.C.C.~ .. ~.~,.~ '••••-••••••~-~.,.w.~m.-~,== NO. /Jl!LTA tJlf 3fi'6. RAD!Uei LENGTH * RE"MAR!f5 :w1?i__•oiiJ/P';t··----_ /1'@' .t4"c111'itiax- ® /1 !3" NJ'OO!f t' 70 ():7 1 ?411 C.M.P Iii GA * Lt'NS!/18 IN DATA fJOX ARE If: ro IF NOTE· ALL 11?/VATt·. 40 20 %00 h\,r,m:, Mti~<i %:n. ~,,41;-, t'&U~Mlkit lMW)--~ MATCH 0 40 !10 GRAPHIC SCALE t•::: 40' SEE \\ \-----__ >"' ___ -,._ ,,. ' _,. ·-. 27A -.. _ \ •-__ !Jee SWALE TRA ;./8/T/ON DETAIL CW 8!icE7 .3. HAY SAL~ ~I< DAM /00' O.C. TYi?) <:ifES ~c. :; '2 e No,021 ,.u E><P-Q-30·0 120 / . . .._-:;,·>., " . ,)/• ·_ i .)/ _-_- . . . ·-1-.·• __ , ,,,, .? BENCH MARK STPEE1 CFNITFL I NF MONUMENT LOCATiON, '.';TAT!ON 249+()/.55 '.' .. o.c. ON El .. CAMINO REAL APPROX. 2.5 MILES NORTH or LA COSTA AVE. ftFC◊fW tF{()M, COUN1Y (lf SAN IJl[GO fll800 i?19•07. 56) Fl.LY AT! ON, .JO?. R 14 NORMAN C. ARNDT R,C.E. 21693 OA TC EXP, 9/30/01 CHFCKUJ BY: I I I f i I k I I i . f I I I / 0 . ,/ _,/ , ... ' . . . <( --ft) 0 " . BLJIL T11 N!)RMAN C. ARN=DT~------·-······ RCF 21693 EXP. 9/30/01 SEL l.ETTU{ TO CITY FNGINEFR DATED REVIFWCD l1Y, RANCHO CARRILLO J. N. • C I 1994 • -.. ( I \ I j ii ; ) i i l .I i I I I f!4"CMF ['()J I {;' ,1f' t1/!}f" ---+---64' f!4"CMf' I{1c:;1< F:Nc~:1N1:;1;:r<IN(; C.~():~1I?ANY 1J$J i'-'t:#'.:IT-WJf' (lcl-:,2, W0:,; \Uh? ?QG ,jic !i'{>(l<.\ C ~ ,:1:!()QI.J ;i/ P/<'!\fo/1l':: MATCH LINE SEE SHEET \ \ NO. 26 \ I \ .on 'j I. \ : . '~ l\lo. 021800 -' ~lf!~.L.~.--··········-q•J·'9'~_ .. _. Ex~ 9.30,97 NORMAN C. ARNOT R, C, E, 21693 DATE OTOEO BY•,----··· ........... . .................. ~ 40 20 0 !I(\ GRAPHIC SCALE: BENCH MARK DESCRIPTION• STREET Ct.Nit.ALINE MONUMENT LOCATION• STATION 249+07.56 P,0.C, ON EL CAMINO REAL, RECORD FROM, COUNTY OF SAN DI EGO RI 800 (249+07l ELEVAT!ON• 307.874 FOR SLOPtsPLltNTING & IRRIGAT!OiJ\ SEE DWG:N0,33'tctL;; --. ;; \ . ,, ' ' \ \ \ \ \ \ \ \ \ \ \ I ' --•-•«<--M~ NORMAk C. ARNDT ! l I) / I~; ; i I A I I 1 / I / .. -..... ...__ ~::~:%,_,;, RCC ?'6')3 t:XP. 9/ SO/Sr? SEE LETlER ra c1fy ENGINEER DATE □ llf,YIEWLD 131, ••••••••• uow,,,.,.,,,,w,m=m•M•,m.w w,•a••••• 1'EMPORARY EROSON CONTROL PLANS RAN CHO CARRILLO J. N. I 1994 . 1 · ..... ,:·.:. -··· '.·: .•.·1· . ; i '' '' ii·· '' ; ; i ; : : ' .. • .. ··•· .[· 1· ' ' ' ·/ '' I I I i j I '/ j j I I \ l I i I J " I I \/ '. : i I I /1 ' I I ! ' I I , I I I . I RICK ENGINFl;~RING CC)MPru¾r • f / I I :SE.E _;,..- ·--·---~--~ ; ·-~ -~~ - ➔· M ATCH LINE ' j i i f .. ,' :/% ' SEE NO. I BENCH MARK DESCR!PT!ON• STREEI CENTERLINE MONUMENT ' ", '¾.,, I -ft1•-', I ·t• , -:::G . . _ ; '. '. i ·1· ' ' \ ', ' \ .: -,_' :., 1 ' ' . -. -. : . . ; ' · .. ' _,,,.\",·',::;,l\ ''"'1 \\•.·, ··, : . . . ' . b-1tf'.TYPe "B" MtliJ PQ? ·, ·· .. · .. · .. ·. ' ' ·. DET /J# S!IEEl '3, '(J•-3.0' · .. ~· \.\\.\~ j;_ee CtJl'IFL!Jd:/C'E&tJe~7'.:.';,\·~~ ·,. · · .. ·. ·., oll?J7li!'E17f.-,-"0 · 26A ENGINEER OF WORK RICK ENGINEERING CO \ \ \ ~ \\\ \ \. I .Sl'E' CONFlVl:NCt' ti SU!!/LE 1RANSl770N- DElA!LO ON 6/11 <I. ' ' . ' ' \ ', . '•' ) ' I . r . .,.. -- .. .. I ·1 .. •· ...... ,,,, .. ,.,· _,,, ', ' ~}(~~ ··., ! \ .~···· -·•--, ;··,, -~-~q-+--oa: 6WALE TRANa1110!'1,J ·--T ______ _ DEl ON 6/1!:El 3. \ \ a 11D CTRJ;J!/811/01! D~1All~Jl/11'5f!EETo .. •· ·~ .. ,•····•' ,, ' ~·· "AS BUil T il N◊RMAN C.A.RNOT RCE 21693 EXP. 9/30/01 SEE LETTER TO CITY ENGINEER OATEO OAiE --~----~~--,----·-··-=.-=..-.-... -_-_-.-.... ·.➔ ... ~:::·~~·==· .:~~~~-... -... -... -... .,____., [ml !,_~:!2~!G1N8!~ r~i-~~~~~,~D J [ 59bs ] ' RANCHO CARRILLO I • ,•, _I • I I; I I j .J ~.' ~., I I I t . I •• (47~:~J ·: .. , .. ,. ( 4 7~. §1,} \ • !I '1 ;, \. 1¾YJ f!'{!i@¼!r Qf.1k:=;: fqy '.>u11ie >w car I ttiQ-0, co ,zoot 48!.0 1· .. ··- / / / // -~;~""~A?t;Z~11r'~J~~'o/~!'.r ( OEtJKiAIA /?,:;fl A) . i··· l \ l \\ \ '(Yl'e C L?at'.'t'.ff(!J'Z:Z~ i I \ / I \ \ i I f ! I • I / ' / I .. I / / I I / / I I i ii / / I I j / ! ' MATCH I / I I ! I j i I I I I / 475! ···• -•••• m••••,....... ;/ ,~ . I No C21693 • ::;; •. \ bµ.9-30-97 ""i ~---:s..,.;;,:-. f ·, \ \. \ \ . \ \ \ \ \ \ ·. . \ \ I ; I I ! /,4' ·+-..... l \ I I I ' I ' •1•f··· -•. . .. 1:::.110:i l ;r \ , ·~ ! / / f I / ! I I I I I i \ I MATC'H ENGINEER OF WORK •,aW,,,••nv=•••••,•m,a=vN••••••vmw=•="•,w,,=-•m=•=-•,n===•=•wNN=-......,,,,,~mH RICK ENGINEERING CO. I I ·. ./'. l -""< ·. . I . I / ! . ,· / \~ / , •'\~/ f I 1 0 .' / ., ... ,,., ,,,, .. ,,,,.,,,,,. Y&.,.W'-v,,,..,...,,,m.....,,,,_°"o,,,,,=,,_•,~m,.; GRAF'HIC SCALE BENCH MARK OESCR I PT I ON• STREET CENTERLINE MONUMENT LOCATION• STATION 2'19•07.!'>6 P.o.c. ON EL CAMINO R£4L, RECORD FROM• COUNTY OF SAN D ! EGO R 1800 C249•07J ELEVATION• JOT, 117'1 DATl.H1 M. S, L. \' / .. ·· \ , •• \ I. v>( ' ,,.,,..t y I \ I • I . . i " \ i i ! / ! I I )(•• I /I i / ; / y· I I I . I . I ; ·/_): • ,J,&;J I I . I 'b ' 1 .. ?lo , ·-... . r·--~~ I . I j I I \ \ \ •. I I \ \ \ \ I • . \ \ \ . I \ I I i:""1: 1 f 3~1:~: ., ., ... ,"" 1 ~, \ \ l. \ \ \ \ \ \ . I / \ . ·,.i I I i \ l • l , I I ' I 0 ,_J;; .,, " ... ,.:: l·:;,llll ···1···, A ... > ·-• ... RICK ENGINEERING CO. t,Jl)RMAN C. APNOT . • flCE ?159:J EXP 9 · 30 · 97 SEE LET'ER TO CITY ENGINEER DAfLD REVl[WFC BY, INSPECT OF( ()A TT ·-_: ··•-•01• :~=-~---.-.. -=----.. _--...... -... -_,-... _-.. --=.-_-._-=--=.--_-_--=.-:::.:,-.. =:_-=-_-=--=-.. :---+--!-... =----.... [2.6_.a ... [ ..... :· 1 . "' (~I1~~;1~~t~,c5~{b!A~~!\~ ?~~l [ '~i')_J iTEMPORARY. EROSION CONTROL.PLANS---.. ·-- RANCHO CARRILLO J. N. I 1994 I . I I i I I I I. J I I \ t. i I r I : ; ··;_ ... : ... -.:L 1e 9✓ -·--·-··-·••,--.:. II I,,., ... ,~···• ·····•···1M··••o<c·· ·-···;f· a·; tMm ftit1·ffl ttl)l~d -~ !>ttq..ci. f\:J\t~rn:"'" tt:w:.H4'M ,. L I I ,S 4t.A/Je'D .SWALe' tTYI?) . ·· ~e oe'11t .s11eer 2. _,-;..;.;._ ___..,, .,.,..-· . /00' O:C. ( TYf') \ . l 4◊ 20 40 eo WiW 1$\ ··lffin GRAPHIC SCALE I'"' 40' !tj 120 MATCH ~ ,~ot=ESSto No. 02111G E,qo. l--30-1)1 ) >.,:;>_ . . . . . . . . . . · .. ·.. __>:-:" ~,~---._·· ... __ "·., _____ ·· .. ,,.-'<' ',, ·. . '•,,. 1-----·, \11 \ . . I LINE SEE SHEET NO. BENCH MARK i)[SCRif'T10N, sniu:1 CFNTLHl.'NF MONUM[Nf LOtAIION, SlATiON 2PS•07.5& P.0.C. ON I!'. CAM I NO REAL APPROX. Z. ,; MI LES NORTH OF LA COS fA AVE. n1·c0Ro FFOM• COUNTY OF SAN D ! EGO fl I eoo OAlllM, M. S. L, . . . . . . 1/ \ 27A ENGINEER OF WORK RICK ENGINEERING CO d6fn« ,;~ As :z °ff:·P.'31'. ' NORMAN C. ARNOT R.C.E. 21693 DA TE EXP. 9/30101 ··---.. , .. C).·· .. · ... ·.· ... • .... •. ·. · . . ···.\··· ... "' . . ·,. ' '-~ % ~ . ·s.'i:J . -_p -. ::;. • i \;;,I I ·. t'" ! ' . I , j ~-i ' ; '· \ '. ' ; '._ . . . . :, '. f . . . . . . E3LilL T11 N◊RMA~N-C.-A-fl_N_D1-. ----·············· RCC /i693 EXP. 9/30/0l SLE LET ff.fl ro CITY LNGIN[[R [)ATCD INSPECTOR OA ff TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO J. N. I 1994 ' I I . I i ., f I i j ; \ : if { \ l~ i' 11 i j if, \ r i i I I i' I I, \ I I I i ' !100 00!(#(}( ()()Ji./i ,,:iy $1;!t~ ?ff!) V1r· ls.~, C1., 1.:Pf'/4'§ \ I I ' I i , l 418. 01 . ······~ c, ••• nl. , / 0\ / M/ATCH ' I \ \ \ I ' \ \ I ' ' LINE IAl€S/tJfl ST!tP IJETRIL . SHEET 2 \ ' ' SHEET L \ \ NO. ENGINEER OF WORK --~=-••MYM=•~•O,•• RICK ENGINEERING CO. --4/~L~ . .kc_c-·-····-· if·l~!l~~ NORMAN C. ARNOT R. C. £. 2 ! 693 DATE EXP 9/30/97 \ \ 40 20 0 40 .,,,,~, GRAPHIC SCALE BENCH MARK OESCRIPTION• STREET CENTERLINE MONUMENT lOCATION1 STATION 2◄9•07,56 P.O.C. ON El CAMINO REAL. RECMO FROt,h COUNTY OF SAN OIECO Rl800 <2◄9•071 Et..EVAT ION• 307. 874 OATU,11 M.S,L. \ \ \ 1 / ' / I l / I // / ' ' I i I I \ FlCE ZIG'JJ LXP. 9-30· 97 \\. \ \ \ \ SEE LETTER TO CITY ENGINEER DATED PEVl[W[[i B"; TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO J. N. I ! 994 I I J I Mlt r.r~,i.n·~ fu.'<4~ S.irn th~~o .. f f 6"'1'if1H'?.ifa t!H◊-·2:100 r ' ' · ... '~,..,. ~. ---<,,,,, ....... .··.~ ___ ,. ~··· '\ · ...... \\ \ HAY BALc CHFQX bAM / 1 (' i 100' O.C. (TYP.) l , .,. '#I.AKO #ALL' (rrr. / l ~e oct1L Sf/ff~~~~ I \ MATCH LINE SEE 40 to 0 . . ·>-,,.._,,• -~, . . . . ' "'' ... ' ~fl[,;J~,&LfJA,i/A!:SJ!JQ~"" !AIL tJNS/1/!l;T ,3, \,.,,. lll ,.,> 1/J>-"I, · •" SHEET NO. 40 GRAPHIC SCALE 1•= 40' ··28A ,_ -·~ JJJ!t:: aWAgJ,i;JJ!,§L[{(!_ftL DETAIL ON Sllll:T0. ··~ . Jj. ' I ~:~ .'." .... ' .-· -..,,,._ ,,._' I./' ·-..., ·., '·. ,~lYf?t: '½'!'.()4TCJt.J1M._ Pm pJ? 1tJP •4.. .. . 23 fl •404/(} . BENCH MARK DC'.:CFll<'ll()N, ',,TR[[T CFNfFRt!Nl: MONUMF.NT ENGINEER OF WORK RICK ENGINEERING CO LOCATION• srATl(JN ?49•0'/.'\6 f).0.C. ON LL. (AMINO HCA!.. APPROX. 2,'., MILES NORTH CF LA COSTA AVE. HEC11PO FHOM, CO:IH1 Y OF '.:AN DI FCO RI 800 f;?4C)t01. :iC': CHECKED BY, \ \ . . . . ' . . \ ', i i \ \ TRAIL Dl!CJIIW!k~ Dt7A!L 0/V 81/iEl ;;_ a:i ·· ··· ... ··.··.. · .. 74 rJ/J L f~ !lf''/?.CP ··· • @45:47% ..... . .. Q 1fJoc./JJC,[!J ·•.V100"~· . '\, ·, W/Jv(f/ TYPE HE40ytALL ffF?f)_;M,,, '~ ···· .. 10P 0 068. 4, 1£ -3(J!J,tllf \.. . TYf't! ·~ ·4" CO ·. ffrr [}, !J.. .,'.,44 d:t. . · ,· 1r_ff.ef~qiJL~:!§:.t:~?.~, lf!ll.£.o_~1Ltc?/,/_q@;•· ..... :.·:::·::: ··•· ·;;:;·.c;e r:sefi:· MATCH REV/3EO 13RAOIN6. •• '••• "••-'••'•••''••"•"'••• •"•'-••''•••''<'-''••'"•''•'' ,,S'll•W~,•••''•• ,.W.W,'W,',''n.W,',m,•,wmm,,•, OA TE !Nll iAL U>l()NUJ{ OF WDHt ----f---4----.,...,-+---1······ .. ·······-··-· lfJITIAL DATE INIHAL l---~ ; i NORMAN c. ·ARNb r" ........... -..... -.............. -........ -...... -........ n:rn,--- n c E 2.IG'.l'l LXP. 9/J0/01 SCF. LETTCR TO crrv [NGINFCR PATED fli'VIEWED BY, iNSF'[CTOR OAT!: TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO J .. N. I I 994 '"'"¼, { i .. ••,,~ .J /:/ ' I I \ ;...-) \ I I I I I I I I I ) ( I -./ )%'@ f'(ll~m1Qt M .. t '/111.ay $1..-11fo 200 C0?''lii:W<!, (;A 9.f&W' ' 1 I I i I I i I i ! ' I I ;) I I 1 { \ l ' \ ' \ i I I I , ,/ / >,· :t '\ ,,,/ ,r' ·. '<. .. ,,, •. , .... «.,.,,,, < •• ;·· '' "•._ I -f \ /i ) ----'f l --// _ ;--__ < I i,, / I \ / ,-'x -1 l '~ ·-,~ ~-,,,. i I I i I i \ I .; \ / I ' 26 I j \ i ' D d I ii/ / / /---__ , / / I ENGINEE~ OF' WORK .•m.m=••==~=.am==•=•mewaw,=•~""'M'"'=,w;==--m•~•~,,a-,,,w,aw<wM-•••••-<••,-.-,.,.,,, "'' <~•• RICK ENGINEERING CO. GRAPHIC SCALE BENCH MARI< DESCRIPTION• STl'IEET CENiEl'ILtNE ~NT LOCA Tl ON• STAT I ON 249•07, Si f:!. O, C. ON li:I. CAM I NO REAL, RECORO F'!IOM• COUNTY OF SAN OIEQO RISOO <249 ♦t)7l / / / i _,; .. ~ .. ,~~--,::::? ,, A i"' 0 l , 11 ·r II l~ ~.) i,.) . .J L... : RICK ENGINEERING CO, NClRMAN ---C •.. A R"'NDCCCT~--.... _______ ,__,,. _____ ,_. _________ , __ 4CE 21033 SEE LETTER TO CITY HEVIFWED BY: J.N. 12206 . ' . ' I , ', • • I \. ·. 0 \ 5t'ltl) f!l"'ilttil ~4 &,~ ffi~,f,, f:~liksmli MHO -2MH:! MATCH LINE'. SEE SHEET NO. 26A ! ! I I I I i I I I i I 40 to o 40 80 120 -·. iiiitm,i,,i/""".. ·"""·.""iii.-·_.... . ........ iiiiiiiiiiiii'"'"""'""""""""""""liiiiiiiiiiiiiiiiiiiiioiiiiiiooiii GRAPHIC SCALE I'= 40' BENCH MARK I / LGC/dlON1 ':,HdiON ?4'1•01,~•0 P,O,C ON n .. CAM I NO RCA\. APPROX, 2\ :; MIL [ S NO!ll H OC LA COSTA AVF. RECORD FFlOM, COUNTY Of SAN O i CC() HI 300 (;?4~,~1cOL S6i [LEVAIION, :50t.i:\I4 i i L;INE EE I \ $HEET !YR; "F" ClJ PER D-7 foj~;:,347"';/t; ~:ii:f&:f l?VH r?IP·l?fiP .. .J. 7' ftllar' 01/ER RLTEllfJL4/VKET PEil oO!!,) ...•.. . l!V6/!VEt'.l?,5 li'ECOMMl'M / WS 27A CAUTIONlll EXISTJNG VALLECITOS WATER DISTRICT OUTFALL LINES. CONTRACTOR TO LOCATE PRIOR TO & PROTECT DURING CONSTRUCfflN. . . .· .·· . 141 .• / .·· .. --+--"~~ ---~--=~~ . ....;../ . 2' . ,. . . . . I (',, + \.4";!4"CL II AB 111 L ··j@ 0RAOE8 ;:,, G% 4" CL .ll A fJ. · @ 01? AtJl'S < ii'½, .· SECTION A--A NTS . . · , , . 1-;,;,s-:,~,,,, . . ... -""""~~-- I f3UILT" NiJ!1MAN. C, 1AllNCI (···-········~········-·· fl(T 2/G:l.1 EXP, 9/JQ/01 SF[ I..ETlTH ro CITY ENGINEER DATED INSPFC TOR OA re .-... -..... ._.· ·~=:·.=~:+ •• ,_ .. · .. -.. -.... -.-.~ .. -... -.. -.... -,-... -... -.... -... -.... -.-.. ~ .. -..... -·.•-... -~.-... -:.··.== .. :~~=·~:===:==: ::==~=·~ .. ~ ....... ====.:~= ::~ .. =~ .. [~qg ,,r 11:~;;\N~~J;~}~~!~~Mfil\Aff] I 59Qj 1 ........................................ -.......... _ .. , ............ --........... .. ·· ························ .... ..... ................ . .. , ........................................................................... TEMPORARY EROSION CONTROL PLANS ENGINEER OF WORK m•,m•,.,.,mnNN""' ""'""""="""'"'''' m•m=,mm,w,,mmNnN,•num,•w,m,N,,u~m,m,•,•,uNm,mv,•n,,••••••,•••Nu,•,.N•m,um,•nmmwmu,•m,•w,•mm•,•nm,••nm,•••, ••w•m,,-•,-,,,,v.,,•,w m,m,mmM•v,m,, ,wm,•m<wm,,•=•:w: ,•w.•,'Mw>ow,w,= I ................ . ....................................................................................................... --.................... .. ....................... ........... . ............ I RANCHO CARRILLO , __ , _________ _,_,,,~ R!CK ENGINEERING CO I ........................................... --..................................................................................................... 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ON EL CAMINO REAL, RECORD FROM• COUNTY OF SAN DIEGO Rl800 (24!1•07) ELEVATION• 307,1174 DATUM, M, $, l, , y' , i I / t ___ ,_,. \ I 1 ' o/,}faf''t.>'1\-,. ..,._~ \ I) '·. ·, j "-.. '-,_.f,.'-.. \ \ \. 1 ·,. \ \ I ) NO. / I . , I ! I I \ \ \ / I ! I !f . I / I i ( i ! ' ' --r--· l .. J..,,:;.:---, .iN-~ : l / / I ! I i \ ' ' / \ \ ,, A () q J 1 1 ··1·· I• f\,, L.l ~- / i RICK ENGINEERING CO, NORMAN (, ARNO'! RCE :'lb'13 EXP. 9/30/87 SEE L[iIER ro CIT• ENGINEER DATED 1N1iFFCTOH [)AT[ TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO J. N. 12206 ~ ..... ", ~ --. .·::::·· . . . ·~ 1/ I ! ! ! 1/ / / I I ! I I / 1 1/ ; I i 1/ f I I V I 1/ I I I I i I I I I I I I I I I i / I I I I / I ! i I I i 1 I I , I ' ' I I I I I I I t I 1 i I I I I ~ : I ! ! ! .I ' ! • I j t f ! ' I ( i I 1 / I -r I I I I j j I ' I I I I i ! · ·4--r/. t 1_· / I .. , / 1 (I I -I I I I I I I I I ' / I ' I ! I ! I -\ /f , I - I i I I l~IC"K,, ·1 1NC'J-N'1·T1 'J)r N·c·, c··•c·)'1·1) -N·---",. .. :. ..,,1 ...... ~J .. . .. J" .... : . :\ ··\ .. \ I _J __ ,I _ .: v' _ . /\_ ( W#i f-rhit:-R.sit.d ,'¼~ n,<a:w<, Ctihfa-rni:1) tmlH1'·t.5tl~ I I i I I I I I I i I f I ' i LI.I :z: O-l!J TYPE ''tJ"KR OETAIL ON Jf!EtT .J, 0°-1,d1 - B" f'V C. -~,,,.- .-\ 40 20 (l 40 60 120 ---.. --·····iii":"" """""""'iiiiiiiiiiiiiiiiiiiiiiiii~~~iiiiiiiiiiiiiiiiiiiiiiii GRAPHIC SCALE 1•::: 40 1 . . I • µ'"""] ,,, {t. ... ,.: ... : ... MATCH LI NE BENCH MARK LOCA'ION, :dATION 240•07. 56 P.O. C. ON EL CAMINO mi\L A?FHOX.. ?.5 MILES NOHTH OF LA COSTA AVE. f<ECORD FflOM• OOUNfY OF SAN DI EGO 111800 {!4Jd.)L 1\(il ELEVATION, 101.814 t::;'> . . ... ··--.. 11:.:· __ '~ )._ . . --,_ \ ··,· .. , ··•················ . ' : '_.--(-·_· I • I SEE SHEET NO. 1------I---····-····~----·-·············'~---" .,,.,,,,,,,, ,.,,,. ,,,,,., ......... , .. ,,.,, ..... ---- _ENGINEER OF WORK RICK ENGINEERING CO 4/~ C ~ .t-er•t& NORMAN C ARNOT R,CC 21693 DA TE'. EXP. 'l/30/0i II A(" VI .. ) BlJ!L r" f NORMAN C. ARNOT-··--·--·--·~---·~-- RCF 21C'l3 EXF. 9/J0/01 :iEC LETH R ro CITY ENGINEER DATU) fl[Vl[W[:0 BY: !NSPFC TOR OAIE I 1994 \ I \ j ·.,,¢~"' ~:'""' ~,~ '\,\ '\ I \~\ I ·1 i \ $5'$ f'.m,~I" V{1f>..:i; ~1j .Sdh~ 100 CtidttiM, ti\. ':!20Ji ·-,. / I l i i \ \ I • ) I I I . I I - '\ I. \ I I \ I \ \ \ I 6• l 2 ENGINEER OF WORK --RICK ENGINEERING CO. ' . i i I ; 0 40 GRAPHIC SCALE BENCH MARK !'J€SCRIF'TlON• STRl£1!:T CE:NTl!:l'ILINE MONUMENT LOCATION• STATION 249•07.!!Et l'>.o.c. ON EL CAMINO REAL. RECORD FRCM1 COUNTY OF SAN DIEGO Rl800 {2-49+07l ELEVATION• 307.874 ----... / ! ' I . NORMC,r·c. APNDT . ·- RCE 21693 EXP. 9 /'Y:J/ 97 -. --1 \ \ SEE LETTER TO CITY ENGINEER DATE" flEVIS WED f:IY: J.N. _11994 I • STORM AIN DATA NO. ~l(fA OR BRG RAlJ!ll$ LENSTH REMARKS-i (D, .. · // !J/O{J()l(}(Jlf E f.'{}(l{J' 24110.kf P /GG, . 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SEE DRAWING NO. 331-1 OF OUTFALL L1NES. FOR ELOCATION ~~ ,~-~,- ..,,,.. ~,..-,....,.-- j_.,,,,..,.. BENCH MARK DPSCRIPT!CN• STptET CENTERLINE MONUMENT EL CI\M\NO R£ L APPROX. 2. 5 Ml LES NORTH OF LA COST A .VE. LOCATION, STAT!]· 249•07.56 P.O,C. ON 40 20 0 40 00 120 liiiimiiiiii~""""miiiiiiiiiiiiiiiiiiiiiiiiiiiil"~~~iiioiiiiiiiiii~ GRAPHIC SCALE 1•::: 40' RECORD FROM• COIJt-TY OF SA.N () I EGO RI 800 (249+0{.561 ELEVATION• 307.834 DATUM• M.S.L. .. -··· ·sEE····o I \ ENGINEER OF WORK RICK ENGINEERING~C-0 .ffi·•· C4mc 5-M·?d' NORMAN C. ARNDT R.C.E. 21693 DATE EXP. ':l/30/0! CHECKED BY: ---- .. ·· . . . -.. .·· .· {) / .• _,,-· ,-·· .-· _/ GATE lNlilAL ENCIN0'R 1$ WORK REVISION DESCRIPTION /J-15 7YPf: 'c!'"MOP ,PER lJET,4/L 0/il<!Y.ll <;( 0,fJ,f'.5' 0 \ TRANSITION FROM !J•25' 70 !J•.3./J' If) d z §- --···---··· ··--··--·-· ···-· --u1---· -· ··-· w :c U) J BJ. ·'3E'30,6ce lJElAIL.:J 0#6/ll 5 SEE PRfJF!LE LINE K-8 ON i'Jf!EET 60 HAS Bl! T 1 -L J L l TEMPORARY EROSION CONTROL PLANS I RANCHO CARRILLO DATE I I \ I \ I 1 l i <;, ~ "\i'" i I \ \ I \ \ \· I I \ I \. I \ \ I I •---»~-»•"+-- ---·=·.,,._·---+-·~--- \ \ 1 \ I I I l I \ \ \ 6 ~.~ \ \ \ \ \ \ I I I \ \ \ \ \ \ \ \ \ \ .. \,/ ,, ,, '"''"" ; I ---- i~t .... • ¢,,, ... ~ I /' ~ [,~~-·.· .. ··· ... , .. ! I. I \ . . :\: etd_,,,_»-uW.«__,.,~ ~ \ \ \ .... >:.~~:.,• .. ,-_:,~• .. ~ f I \ i I ! ;;>~~~·••·•.··•••···•r·,,,.,., ..... ,.. ,, ~:--1+,',Jfl.. i,;:~l .... ~::~~.J-irr·. -,.::····~-...~..:·.·~.:_,~ . :: \P:::"1':------- 1 i .. --:.:._~~'::_:~~:::~:,!J~:; --;.--~·""'"···;~,:~..:-,. :=::,::.-:Il.:'.:j:: .::· _,.:: .. :=···==-7--: .. -c"'1-~ 11(1 (I GRAPHIC SCALE ENGINEER OF WORK •,•••••-~•~w••••••••-••m,•••••••-•wM,•~, •• ---.<•.µ...,.,.,~,M,-•••••..........,.,.,'•••••~--,.,.,._,.,.,_,. ••• ...,.. ••• N~=-,..,....."<"«-' RICK ENGINEERING CO. BENCH WARK O£§CFl!PT I ON• LOCATION• STATION 249•07. $6 P. 0, C. ON EL CAMINO REAL. RECORO FROM• COUNTY Of SAN OtEOO RlllOO !?49•071 CLEVAT ION• 307. IJ7il OA TUM• M. S. L. I ) , I I !f>J .. , ... J'~ ~_,_ ffll'IIJ 'B. Wl .. 'f'!:M . . . .. ' l r""-""" ) i I BAl'ES ON TEE/ G'f<IIM fJ[TfJIL 0, SNEET'l.1 /'Ro.:rec MUN mlf f I / j ! I 1 I I ! I I l I I . ' I I I I I I I I I I ·, .I I I \ ., I \ ) . \ \ ' ' I i ) ! / I ,'J,; !i: ! I 0 Wl r I I I ., II A s B lJ IL T Ii RICK ENGINEERING CO. r I NORMAN C. ARNDT RC[ 21693 EXP. 9/30/97 I I SEE I ETTEi< TO Ci TY ENGINEER DATFO REVIEWED f)Y, INSPECTOR DATE r . SHf·E·.T] r···. (. ;JTY·~·o1i (~ A. lll~SB,Al)--rsHC(rs·] --~-:5 .. '" , ENGINEERING DEPARTMENT 5! . -~~ .. =,=-~=~=.,--~www=,.-•u=~-•-•,~~•••••••••~•,••••,••~---,,, ~~•-•"'™~"••••=-"• TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO I • J.N. 11994 \ \ I \ I \ I \ I \ \ I RICKENGINEE~IllNG COMPANY I %\I fol""°' <);,;a ..,, s~lk too r:r:w· \ ~> 1:"1 $2(!(8 :~. ; '""=' ,•,:~.-....,, NO. I ;CHECKED BY•--~-~ 20 IENCH .MAAK 0 GRAPHIC SCALE 111 " 40' DESCR I Pt I ON• STREET CENTERL I NI t.l'lNUMENT LOCATION• STATION 249+07,H P.o.c. ON El CAMINO REAL, M'.CORO FROM• COUNTY OF SAN DI EGO RI 800 <249+0'n ELE\IAT I ON• 307. 874 DATUM1 M, S. L. ,-~-------·-·-···-·--··-·-+---+------- fNCINltW Of 110M '"""""""'"-'-"·-·--"-·-+-c-A-,t-·-·u1ii:" ··ri.rr-t-iwrrr:u:: R.EV1Si0N DESCRIPTION OTHER APPROIIAl CITY APPROVAL \ ,, ' I \ \ I \ '\, ., ; ',," \ \ \ ',, 1'AS BUil Til I \ I \ RICK ENGINEERING CO. NORMAN ~iiliior~ RCE 21!>9:'.l EXP, 9/30/97 S R TO Ci TY 8Y1 INSPECTOR DATE r§FffrJ[" CITY OF CARLSBAD SH$E,_E1TS 1 ~~-j ·-·---",tL9lt:J£TRINC DEPJ.RlME_i-J,I._ ......... -_J ___ .=::::::::::,::::::,:_, ......•.. ,.,·········1, TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO J l i I 1 ii ' I',.'. J.N. 1 I 994E _,.-,r,=·=··~ ·-·~-~,. >W.•=•·❖»: .... 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I\.\ I I I ! i' \r--§ ''·· ... , iJi ', •---~-=---~---~~-,.;,,_-~'N='-"'"""-• l----v--~+-<(-µ,,Y~•~·--- DA TE ll'l!l!Al ...__,.,_ ___ ,_.,_ ............. fM()IN(!:R (lf IIO!l1( RE:VISION O!:SCRlPTION I / l¾IT!AL on,m APPROVAL CITY APPROVAL / / .I \ ,,_,,,. _.'.,,· C I ' ;,, ;, 1 ! / l / II j / •/, ,,0 •/, ..•. ! ..... ,, . ,., .. . ---~ .. , "AS BUILT'' R I CK £J>,U:, I 1\1£1'.'.R I MC CO. N<JRMAN-·c~--ARNfiT····~-·· -·-·······~· -·- RC£ 21693 £XP. 9/30/97 S TO CIT INSPECTOR "·<""<~"~'-••w..,,...,,_ _________ _ TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO J. N. 11994 / / ' I I ·f, ' ..... ._ .. .. . f.. rt: ., ··•"" I f I I f ,,.,w• O< ❖ _, ,) • l I r I i . j <<jj'j POOmGr \kib Wny J--J~,fi Z(!{l (~2"'ht~;id, C~ %:l)(H \ I \ \ ! I .,,, ., .,, v.< ,, I J \ \ \ NN ,,,,w><, """'"' ''< ~, •=•••-""" •M• •,w-,,,mw• ,-wc.-,.,-,.-,.,,,;m•" "" •• _,.,;i""°.,.. , ,, w .... •m,m<~•~••••' ,;w M<M" M"S-h-._,,, '¾ • %• ,_.,,,m.,;,, ' "' ·> ., ..,_' ·,, ·~, '•,-.,, % ... ,.....,..,._,,,".,,_.....,.,,.~ > "> M ,-.< ,w•••'=°''"''> , ... , "''\ . ' . . . .. l'1:!i' ~:f'rf:.t~Jt, .. :~;.~· . .. 't! A ~ 4'0rJ . ~· . . . 1-- ENGINEER OF WORK .ss •• ,w~----• • •""' .,~~ ....... ,, ••"~~--••W•'-••-••••• ..... ,.~ .. ~~•-•~, , ... ,. ,••-•--< .u .• , ., ... ~•'•-•••'-'",-.,.,~~~.• m.~ RICK ENGINEERING CO. .•... ,_; .. ,·· '. .. 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REVISION DESCHIPTION ..... ·\ :: ~' -"SO-· ......... ····--·\ ..• .(6',r ' >).--.__, ' + ! I 1 i ii ~. ,:::: f;J 11 ' f-1 ,_! ,) L., I... I RICK ENGINEERING CO, ( ~orf1;;iN c. A'IMlT HCC 21fi,13 EXP. 9 /30/97 !J. L[llFP '0 Lil' [N()INf:.EP DA:ED !NSPECTOH DATE [-a_~~-l L~. :!~1~:;:~~r9!::i(,~_;;;~~~1~~J1~~',-~: __ ,_: ·~ •·: ~,~ 1 -'.J r::;··-----·----.. ---··-·-"· '"""" , .. -------.... , ... .,,_,. -· -···---1 TEMPORARY EROSION CCNTRa.. PLANS RANCHO CARRILLO lq ! ·: ,;;'it.,I ' [ f1 ' ' ' ft.1 .r L 4!$!;/\\1c,.:c-.•JJ'J'.}5,{)Jc4.i7. , .. J!/d i: ''' _I DA<( INl'!IAI. ,,..,.,,_,...,,."(N'-"NMM• ~,,,,_~., 0 TH[R l\l'f'lh)\I AL -i~-·~\,Pr~:·-:~:-::., l~~~~!jfl~;:.~E [!ofJ~r'-h) -. ~ .. Jl!.~!;-l·~~j J. N. I I 994 i':.)-S', ll>tll,NnW· ;)<.11>.~ •a;i ~'.;(.,H·? Z,\)'.) (:<:'Jr·i1f:,<1J,. C.4 ¾?WW i ✓ ! - ---/ . ""···\, ,)' ;x ' ,., \ -/ ' /. \ , ,.. \ ' ' -,,./ ',, ,, "· Al,4,-.CJt .. ,,,... ENGINEER OF WORK wm,•=••••••w,,w,•,, ,,,.,.,,,,,,,,,,,,,-, •• ,mwnwm,mmm•=•=•=•m,m,•m,=•==m,mm,,'""""w,,,.,, . .,.,,.,.,.,.,m=,=~,m,w•~ RICK ENGINEERING CO. "'' a ·),, ~ ,it . ~ No. C21693 -•\ "" Exp 9.30.97 . ..._,, __ . ...... , .. , --.. :, ...... ---. --·-"•·--- So•m,., .. , " '•W.,•,.m,••• I \ . , .. ,,, ,, .. ,.,,.,., .. , .. ----·· -•··•··········· ·•~··· ···•··"· 40 to !JRAPHIC SCALE BENCH MARI< OESt:I'\ ! PT I ON, STREET t£N't!t~L lNE DUMl!NT LOCATl01¢1 STATION 211'9,.07,5-6 P,O,C, ·Ofll EL C»AINO REAL, RECORD F'ROt;h COUNTY Of SAN ©IEIJO Rl000 {249+07) ELEVATION• 307,874 "'-' ' ,,,,• :1 '•, /: ii t. (" 0 i · I I ·1--!i ... \ .. ) L , .. ! L .. RICK ENGINEERING CO . NORM°"ii;t;.:. -·irii:iiii' ~~-..... -.. --···- rcE 21695 EXP, 9/30/97 S\E I ETTER T& CITY ENGINEFR DATED RCVIFWf:D llY, INSPCCTOl-1 OAT J.N. 12208 I i"., 1- l•i I ii' .,, •• ,,,W ,.,a ' """~'"""'")'t,N<,•N,' ,"&. 'if P/<1\¥-/ 71!:'f ,...,.,,, .. _,,, \ \ Ric:K ENc;JJ\J"EI'.~IlING COMPANY \ \ \ ' ' / J. $/JtJO!r4fN , ( \,, i \ ENGINEER OF WORK -"'"' ----RI CK ENGINEERING CO. IEMC:H,.,_ OESCR I PTI ON• STREET Cl'.,NTERL I Mt MOtU.f'.NT LOCATION• STAT!~ 2◄9•07d\6 P.O. C. ON EL CAMINO REAL. ffECORD FROM, COIJNTY OF SAN IH£])0 1'!1800 1249•071 / I i 11 AS BLJIL T" RICK ENGIN£ERING CO. ~-="-"_,,,,..,.,,.,..,...., _____ _ INSPECTOR DATE ____ , ___ ,.. ____ , ... _, __ ,--~,--, , ...... -,,.., .. ,. ,---,1 TEMPORARY EROSION CONTROL PLANS RANCHO CARRILLO SCHOOL SITE +--+-,-_, ..... ,_,.--~~~-=~_::--'=,~====~~-=-.-:..,-,_~_~, ", .. -,..,. .. -......... :· ,,,, ____ r:~p~jil~ki~t,. /. ;··«=-1/~ft/.L)I I 1-----l,---4•,><««-.-•,----• -----,,-.. .. w,,,-,...,,,.,.,....,.,,__...-i-, .. ---J f{~12:~~ y +---.,.,--------,---•,."------;i---.. -· ___ ,.., __ ,_ --····-· .. ·· cri:r.J_NG'lti§,, ..... ,..,..Ji,,i;:}:~Q,~\l EJ1f:1/4Sbb~JA TE 0.,1, inirMt "oift' .. WIIT!AL owN "av,::--,--"'"":::'! rnoJccr No.. ·11DRAW't1c·Yto:j OTMGR Af¥ROVAL CITY APPRO\/Al. ~Y;R,~~1A ~~:::j p D 4~!--,~ l~~~~~ ·--~l---4-----~,----W,W-•>-=~·~~-·-----· OA Tit !NIYIAl ENG!N!IR Of WIJRK REVISION DESCRIPTION , I ,, i J.N.12l38A I / \ \ <':;:''-\, "c; I • .. .;. ./ I \ / I $f f'\,1 / \ ' ( I I I I I 1 I ( / ! I I . ::,Hlf'f 8AL4sFIM 1 ST[tp &iAM . .,,_f'Ep, ~Tlllt\ ON .SHEET Z. ···;-,,;;J.,._ . \. / I I _,,.'!}\'0 / 1/I (/ // C +/•c·· ···, ,/ i I - / . I ·' ·•i / MATOkt.lNE f i . • ,_!J. . I I I I . I I I .··· I .... / ! I . ~ ! --,., ' ~ff/(Mltl./ i ( , ,· I -~· ,l'l,.,l i . • ,,:-) .,.~N.i iv: . , . . .. .' I_.;.,.-,· ' -····=f" ' t ,_ .. ~-··1 I , "'i, i \ /' ···~~ ' / -/~/ <'-~.··. / ! { / / ~~'II" t ~, 1 I i ~ I !tol,J.'' ! ! I ! I I [ NA~ !A4ts ./,01 sisP Jn~dE Pf/?' f)[lll/L ON SHEET/ 2 't-7'-...___-t--4-~ ' i ' .. .Pf-., liY--t--r+--2~k;0-- \ ' i ; ' ', ~M ,, ' ,,,_' ~--1 · "-,· ' . . \, ' ,\, .. '\' ·~ '_, pt,. DtTAIL I / I I I I / I ! I / ' , , : t ., , .. / / / / . i / / ! ' i I I / ;"" ) )/ ... .. ,,., .. -··· / , ,/ I I I / • . ........ _~~~ \ . ________ \,,.,._ . .....,_' .. ·> .. :" ,,..,....,..,,.. \ \'MATCHL.INE I\ICI( E.NGIN'EF:f{ING CCJMI:'\NY 56W 'hh,.•rt itoocl &r. b'i~@!} c~ihk«n~W-9.'Jlm, J\·% I ' / ·, \ fESI ,!:;;' .. i ... ,... ' ... ,.,. ' m: :::z,' oi." ENGINEER OF WORK -----RICK ENGINEERING CO. GRAPH:C SC ALE SENCH MARK OESCFIIPTION• STREET CENTEFIL !NE MONUI.IENT LOCATION• S1'ATION 249•07,56 P.o.c. ON EL CAMINO REAL RECORD FMU1 COUNTY OF SAN OIECO RISCO l249•07) ELEVATION1 307,874 DATUM• M,S.L. I .i'/ ,. /i f / I / / . ! I i/'""\ ! '\ .~ . i ! / I I i / I I i i l f ! ! I i / / / f I i I i / / i !/, ' . j ,' ' ' ' I I / I / I I I i /· ,,./_ ! ' ' ' I . ./ _,,,.,.,,..,,,_,,,,.~·''''" ,,.,,· ,=.,n-''""~~,t ,,.,.,,......,,..., \ ii c::· :il j Ji I T II A-->, .. .), ... , ..... RICK ENGINEERING CO, NORMAN C. Af1NDT RCC 21693 EXP S -S0-97 SEE LE'TFR TO CITY ENrlNfER DAT FD R[VICWCD SY, INSPECTOR SH[[TS 51 J,., N. 12138 ' . ' . i ,i \ \ \• \ \\ \ I \ \ \ . .. \ \ I ' ~ ~ ·-=•""~1:.\\rf!Jifj\ Mfd fl~' o,~1;. t@j ~x,N~., lOO f(1r·,~b11J, (it o/1:?.IXA I \ \ '. 1 -------__ f>lf!'IAT! Tff'f' if A. Jtr.;P ) · .. ,,fl ;z1e7/o-P-,--"" -~\ ,;ii/ -- WM/6 trf'E llcAOWA~l -fffi tl·!J4.·-'1 --JfY..f M!J O(J ___ ·_1 4.5,/t', JJ.SK[P HAP f'Nt!'frfi't 1 /. ;· 0185/PAIOR iYFe I _ · . , ff!i' !JETAIL'(JN Sllf"ET 5 - /DfS!GNAT!ON l!JJ ·--. -~•..-,;~ zq~~~>-: .,....,,.,., :, , .. · TYPf A CtJT Off !/Ail lffi J-1-.-.. 1.fc.----------J+--0'-4>"'7' -- \ ' \ \ I \ . i MATCH LINE ENGINEER OF WORK -----•~••«•~~~''"" RICK ENGINEERING co .. SHEET NO. ""''•"·o. \ '"'"...,,,.;,,,,_ \ \ \ \ BENCH MARK GRAPHIC SCALE ("" 401 KSC$11PT I ON• STREET CENTERLINE ~UMENT LOCATION• STATION 2 ◄9•07. 56 P.o.c. ON EL AEAL, CAMINO RtCORD ~ROl\h COUNTY IJF SAN OltCO 1'1180-0 (2-49•07l 41 I \ I l I I ' I I ! I I I I I I i I J /Ji f ' .! I I i ;. / / ' / . i ' ' ;, ; I ' t i , I ___ 1 i ; · 1· _· ___ · i ' ' { l I I I I ', ! \\ \ \ \ I \ i i \ I \ \ . ·-\ . \ \ \ \ \ I \ \ \ \ \ I \ \ \ \ \ \ I \ I I s . I I \ \ I I \ I \. \ I I \ . . I \ \ I l I ' \ \ ll /j (: '' ! JI i T II ., ._j [) '·· . '---\ \ . I I I I RICK ENGINEERING CO. "!ORMAN C. ARNOT - RCE ?IG93 EXP 9-30-97 SEE LETTER TO CITY ENGINEER [)Al[D r1EVILW[D BY, INSFtCTOH DA Tt J.N. 12138 ,,,..•' I ' I i I I ' \ \ \ \ \; I ! ii , I ' . . I : \ : i ; ! \ i • i . i. , ,....,~ ..... ,1 \ l \.., . \ \ \ j I ; :, ~ ! .,. i'' >< //;/ ,/ ' \.,.:c-''.'.-:;:,~.'.'"':w., • ..... ,, \ / . i I / / I )";".{::' ··-/{ / ·1,.,.-.\'-1._, ... , _; // i ,' i : .! , .. I ; i \ / \ . ' \\ \ \ ) I I I i ' I I i • ) i i i f··· \ f I i . i • I I , I i I I " ·,. i './{» 'r~.-"l, I. I ·, MATCH LINE SEE SHEET NO. 42 \. \ -➔----..,..,.... _'f""f __ ,..._.,.._./ i .i.\ i. f .i !i :·-1 .. i I J / f I . \--•-----........ -', f i.i.! f ¥ fl . I I / I i i ! / ~·•--li---. ... ,-\•p-.... >-\;,,-....,_ ..;,._,.,.......\ ... , ---+-➔-'Ir--➔-... \-... / ... ;-t--f l \ \. \ I/ i .1 i ~,., / I \ I \ ' . ···•..... I ,. Jfi'RCI"' P'lfVFJL!:'/JNIJ' 0. • I -.-•• , •••• , •••• , •••• , •••• '·······--········y ·••••·•••••••· 1·········--<-··-··········•,,·,·~ SHEeT 58 ,l"irJV47F) . r!?/Wle MN0 l'Yl'~t ·····-··· . ,, llt:4l?W4lL /'t!'J'( JJ-~~ 9'x tt?f!'5' TY!'FI RIPRAP?All ffR DETAIL ON 9Hf:ET 5 · f Dfll!C/'/Al!ON /)). '"-,,,"'>, ,. '•-.·•rn~w ! Yv ❖ ,.,v)•-.' ')! •1\ \,·Cc ';,;,.' ~ ! / I \ ~~ C ···~\ \,, ,, \~ ·2;.._\,~ (.; ., . . C21693 .,, . 9-00,97 \ \ I I I . r i ' \ ~ / / \ ... . --~~ \ ,e•/Jvc $, i / / ! ,', i i i ,\ , ' ' r ' i: l .. \ : \. \, ' . '-"•· .. ., " ,,,,, \ . ·--· \ , ...... w .. t/" i.' ··:::;i~ >.1,:. . .. ,' • I .. • . ··/ . ··. ·.\) ,,ec""", ··\ ..... ··· .. \·\ t. . ~/" / . ~~/ ~.~, I i \ \ \\ \ \ \ ', \ \ \ ·\.._ co. I 0 40 20 I "'M""'-;<"»'' BENCH MARK f I i (l GRAPHIC SCALE l11 • 40' \ i i ! I Dt:SCR; PT I ON• STREET CENTEAL I NI ~NT i \ \ . I \ I \ I \ LOCAT!o,,i. STAT ION 2.tt•Oi', 56 P.O. C, ·Off EL CAMINO REAL • RECORD FROM• COUNTY ELEVATION• 307, IH ◄ OF SAN O!EGO Rl800 (249•071 04TW• M, S. L. \ f ., / i \ \ \ I \ i \ \ \ i > -\ \ \ \ I \ \ \ \ \. \ \ i j ! I \ \ \ ,; I \ \ \ \ I i i \ i \ \ \ \ \ I i I .. \ \ \ \ \ \ I \ ! I I+ i.jJ i.jJ :t: (0 \ ' \ ' \ ' ! I \ \ \ \ \ \ \ \ I \ . ! r· /1 '1 I ,.r ,,· ' 1 /..-.. ·+- \ ' I \ \ \ I ' i . \ \ ....... ·--··-·· ··----.J...,------------------i)ATE INl.flAL '"""-' ,s•,-.~-•--<- [NGINttR Of WQflK REVISION DESCRIPTION i 0 • ....-hl---~,<,--~-·,·""•m,•"'··~----r-TToS-H,-cc Q~! INITJAL G~_T~ __ l_t11;!1~~. OTHER APPROVAL CIYY APPROVAL I ! i ' ,::_: \ i i ' I ! .. ~\ •"l !/ ',•·, .. ,,;~ I I I ' I I ! • , I i i NORMAN ··c:-A~R~N~o~,~. ----~······- RCE 21S'L\ EXP 9· 30· 97 SEE LETTER TO CITY ENGIN ER OATTD H[Vl[WFD BY, INSPECT OH DATE. J.N~l2138 / i. :''f"'J p1.;1icr1,iy-Cr*~ W<::::, ,;ul tis' :J:O (;-;,t·ie.\:(l<\ l:fl. '1?.0<:~ r·~k.,,._··, \ ...... , ; i / l \ \ \ \ \ l I . I \ ) ; I steJflt'fl ) \\ i j \ \:jw. • ' ' I I I . ,I :' ' I ·, \ .· / , l 1J;<J~r1:;:fle,ff'rt'/ifflk11 i~, .~ !. .·· /~,,:/rz ... ·"·'.}JIN_G .... irf'l:..!J!f40}f,4/,t .... f'f/J. ... fJ:,:!!. I ff ;.:e ... ' /8'1 !?Cf' f'fi'Of'IL/! LINE •a -0 q Yfli/llt &J i'f'lflYArt F i I ! I / I MATCH ! · Efi6,1/-,. 1 ' LINE SEE SHEET NO. •,i,,... ",;,._ =-.,,,,.,,,,.,., ' ' . . •>~ '"-"-,,, " • , <i<-w, «--v., ' ' -.....,.,..,,,., "'"' ..... \ •, ·,, \ ... · "< ''"' ... i'", '-. ·:···, 40 20 G:Ciiii" BtNCH MARK Q 40 $,0 =~n,s••-~,~M•,mN"N ___ j CRAF'HIC SCALE 111 " 401 OESCR ! PT I ON• S TllEE T CENT ERL IN£ MONUlolENT l/)CATION• STATION 249•01,56 P,O.C. ON EL CAMINO REAL, RECORn FROM, COUNTY OF SAN DIEGO Rl800 !249•07> ELEV4TION• 301', 874 43 \ \ 0 1, ~,-- ( \ ( I I / DA TE INITIAL un APPROVAL i I .I I I \ \ Q') \ v1 ! I INSPECTOR ' ' I "A'.~ BU'L ·r·" ., ::; I I I I RICK ENGINEERING CO. CA ft, J.N.I2138 I ' ' I I' t ( ' ,, j 1%"¾ f-'c::i:h:::ffll.lf' 0:Jli, ~ %:i:t Si.J!~·,s ?00 f'.tir\.>dnotl, u, <rJOtr1 .. J , /. ! I ' . ' i~-.~-i I ' , ..• ,.) \, \ \ 1 ' I f I I (J, I ..... .-t"· _ ... Sh.··\"· ~' I \ " ? 4.&!',,fc,c ~ t:;<!CN:'71.,E f.;,.4 • ,\,~ ,,, , SEE "WEl'TSO ,-., .. ,.<,, • , ··· " ' ~ '' <., ' "'"" ', "' ... ._ ~ ... ::: ....... I , I I I , ; ,, ! f ' ' ' i I / I MATCH LINE 44 ( (' ' .. ·····••· ) ...... .\ ; '',,:,,.,.,, .•.... •· ... , •. ,,• ···--, .•. _··,,,,,,, , .. ,i,:__.,,.:., .. ~ '"'····· ' I . ; I • ··1· ''•,,.,, ' ·~, "-......,.,"" . ~ . I ···..... -.. . . . ,,iiJ, "'c· , . Sc:t?sffir'1/f¾1l . , -4· I I ---<•-,.-.,~ /if~·-.. -i:01: .,,, ' -..... ; / . ' ' . . 1/ ; iii•/' "' ' i >/ \,.· .. ~· ., \ ,r! :' - /, . '(; "0-l..u ( ~}<<;(, -s::.t'·~' ' ,/ T$H( Q,, PDFIAR"() \ ~ 7E/WI? 30 ,,. /(J. /'El< 01::"ll! IL 1::. /' «;1"',,,285 ;;o ,ow • ~M-AT;;;.C_,;:;H-dl;;,··· .LJiMil"'---/.·L·';;ff,.~"'-E--SE~/ ij / ~' SHEET I I l I \ -~-.. .... ,....," \ ' \ ~. ' 'A,1 \ \ ' ' \ ' ' . '. \ ' \\, \ I \ ' , \ ~ ' ··~!-_···.··· ... ··' ' NO., \ \ _____,.,,,.,_,,,,,.,,,,,, ENGINEER OF WORK •'•'•••••••'•"''••••••••••••'='''"-' ••••••••••••• • ••••••••"•••••••••••••••••••••••M••a,•••••w••=•sv•~=•,v,vv=•=•~ RlCK ENGINEERING CO. 42,4 '1<,, ,,, R,C.E, 21693 DAT£ EXP. 9/ 30/97 40 20 BO •• N.~,~a~,.w •• BENCH MARK DESCRIPTION• STREET C£NlERl1N£ WNUMENT LOCATION, STATION 249•D7.S6 P.O.C. ON El CAMINO REAL. RECORD FRO.h COUNTY OF SAN DIEGO RISOO 1249•01l ElEVATIONn $01,614 OATUM1 M,S.L, ···•···· .... ' ! :s· / i ! ( / I / ',.,_:;.__ J f \ i \ • ! .! f1 ' / .'\~! ' ' : ; '\ '· / /\ / i / ___,_.,,,,,-' v. .. , I (( \ '/ l / / / ;' ' I i I / ,i ,' I / / I ! ' / ' ' ./ I A I I/ ', 'liii)/)r~ 0) I \ ' \ / i \ ) I i I ) ,,/ / ' f I _,,,jAJ.!!, ...----.,· , 1.--------,---,--,-,..,..,...."'="',..,..,....----, -----II A C I'') l j I '. T !I / .. \ .. ) .... ) ,.,, ! ..... ! RICK ENGINEERING CO. / I ! I r NORMAN "c. ARNOT RCF ?1693 E:XP. 9-30-97 I SSE LETTER TO CITY ENGINEER DAT REVIEWFD BY, INSPECTOR cTIEET SHEETS 43 51 J.N~ 12138 I ' ,, i !i ,, ! ! :;6:r() f(i<H",: R(xid S:l.l'i !:"1i::·f1,> (\~\ih1·;eiL1 ')'.111(•. · I d z I --,ri ~O·,~. --::,.-- t:tNE \ co. SEE $.EE, SHEET' NO. ' ·~··••·~ ,:i(; ti_, '-~() ?O fimiiii...!"'""'""""liiiiiiiiiii;;;;_~~~"""! BENCH MARK LOCATION• STATION ?49•07,56 P.O.C. ON EL CAMINO REAL, RECORD FROM• COUNTY OF SAN DIEGO RI 800 i249+07l ELEVATION• 307,81~ SHEET 43 ' I ,,,,._,.,,,,.,m••,~w:Sv . ' ._..r,>1~-c;r1 ! ~ $1.0l"e !'d1N77/lkii .. "If.. ll?~IG.IITION '/ 5a: 000. ;.,q:, 3.3 I -IL """'"""1"'"""'""""-~"~'"""''"'''m~•m•~•v• ••••• .. ••• ..... .,.,,, -- 1••••••••••••••-'•••••••••••'-i•••••'•••••••••••••••••••• ·I····'············ ············-...................... --··-·-· .. ·· ... ., .. ,. ......... ., ... ., .. ., ...... ., ... ... ... ...... .... .. .... .. -~······· . \ O' i,O . w w (I) .· . \ I ·····+---···············~···········---,., ' ... ,.,,,,..,.,,.,,.,,,,' w,w , •• . ....• ,.1 j i i \. I ' . 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NG CO. 1- LIJ LIJ :I:: (/) LIJ z :J ND~MANC:~N-D-. 1-· ---·····•-·········- RCE 21693 EXP. 9130197 $ . ·:rr R ro CI TY E,NG 1 NE fl DAT .D INSPECTOR DATE TEMPORARY EROSION CO\ITROL PLANS RANCHO CARRILLO ---=:::====·-~"""'=·-·~---~--~----~· . _---~-~--~:·---.:::""".a,~-··----.. :-.. ---··= ~==·""'-· -_••·-_·•··--it·· ~~~~.t,~~~-·-·---•-·~··~~~~~q.~· ~1-----------+-"---·------·-·--·-·-•·····~-------+----_..,.__,_,,_, ____ . l.~if.r_ .. Lfilf:l :. __ , __ R,bL K.~RfJ\1 ... c·-·-LXP ,1.1(,lj.t27 DA ! S. !~~~i:i~l:31:~J t: p~R~f f T ·M~. ·--~l[~~l~!·~-·1 DATE '";i:jifi;i:i: £.NGINf.tk Of lifOOK REVISION DESCRIPTION J. N. I 2138 . NO. (Ti 121 >-Ql 'l' L l .,.JlL ( \ I } \ \ \ I I \ \ . I N0,41\. 1t,,1ATCH LINE SHEET \ \ \ \ ' \ l . I 1. I \ \ \ I \ I I \ \ \ i \ \ ' I .. :z: ... ,, . .,,.,..... ""'""""""" ,.,,,, . I \ I I f I •\ \ \ I .L .. L ··+, ' . . ·, ' '•, \ \ \\ \ \ ,-...,._ . . .. , .. , .. ,,,.,, "'~''' ·····::·· ., .. ,·•~(>·~~,\ . ··········• .· 1<t I \ \ \ :E / ,/ • .I I Ii ! . I I \ ! qffUA¥9!{~ REMARKS -----··-1!4" fff;,P (/310·/J) ... ,., .,.,,,,,-,,.+,,,,,,, ->H*S-N>«·HM_,,_......., """"'"""""'"~=-MYM, f'"-'m•M•w•w•ss••><O"l'•'•lll'"'mM .,....,,...: .... .,,., .. ,~,,.,,,o,=m=,m,sw=• 'r--·==···==·=~===>· .. , .,,....,.,.,.,ann=,. b.---,.....,,_,.,,, .. «,,- i95) f'eijW~~,r Ool•::~ Wi:Jy f.lJ·i't·* 200 l\in~-&, CP< WOO@ IM' &"!ff;'I' (/J!(J·f}) -~-••••~•••"•••~•-"'•M"wmo !('-=•~·~=•=~-, /{i'' Z4"CJ1P !w•=••~=••=m,,=m,m==w m,•mm,mmm••m•m~m~""''Y' - -~-~~--,a••-> ••••••"•"llm~.-.«=-,,....,_ ,_,,,,_,.._,..,__,...,.....,_.., I \ I I \ \ ? ? I I I I I I I • I i . • ,' j : I I \ \ i I I \ \ I I 1. \ I I I \ \ . ' . . ! I I I ·l I i i I I I . I I I ENGINEER OF WORK ~•---••-•••••••••e••••w•-••~"N•W••e••W+ •••••••~~••~•,0--W.•~•«w RICK ENGINEERlNG CO. ... \ ( \ '~ ;~:!; 1c .. ; } 1NOR~~~ c. E. ~:z:te,·:c~t1rE . EXP. 9 / 30/97 . /VI\.,,.,; ur c111,~ SEE 40 BENCH MARK SHEET 0 40 GRAPHIC SCA.LE 111 ~ 40' !)!!$CA I PTI ON• STREET CEN'tE-I lilt ~NT NO. 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