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HomeMy WebLinkAboutCT 11-04; QUARRY CREEK; Substantial ConformanceLEGAL DESCRIPTIONS: A. APN: 167-040-21 (PARCEL A) REAL PROPERTY IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A· THAT PORllON OF RANCHO AGUA HED/ONDA, IN THE CITY OF CARLS BAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO PARnnoN MAP NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEASTERLY CORNER OF LOT "J" OF SAID RANCHO; TH£NCE SOUTHWESTERLY ALONG THE NORTHWESTERLY LINE OF SAID LOT "J" SOUTH 69" 36' 25" WEST 2,149.10 FEET RECORD SOUTH 69" 36' 00" WEST 2,152.00 FEET. MORE OR LESS TO THE SOUTHERLY PROLONGATION OF THE WESTERLY LINE OF THE LANO DESCRIBED IN DEED TO ROSA MARRON, RECORDED MAY 1, 1903 IN BOOK 324, PAGE 114 OF DEEDS, RECORDS OF SAN DIEGO COUNTY; THENCE NORTHERLY ALONG SAID PROLONGA noN ANO SAID WESTERLY LINE NORTH 05" 2J' 20· WEST, RECORD NOR11-I 01" 35' oo· WEST, 1,906.40 FEET. TO AN INTERSECllON 111TH THE SOU11-IERLY LINE OF LAND DESCRIBED IN A DEED TO THE STA TE OF CALIFORNIA FOR FREEWAY PURPOSES, RECORDED NOVEMBER IJ, 1964 AS FILE NO. 206558 OF OFFICIAL RECORDS; THENCE ALONG SAID SOUTHERLY BOUNDARY, NORTH 54" J5' OJ" EAST 61.20 FEET, RECORD NORTH 54" 12' 28" EAST 66.68 FEET; NORTH 62" 19' 49" EAST, RECORD NORTH 61" 50' 14", EAST 781.78 FEET; NORTH 70' 22' 43• EAST, RECORD NORTH 70" oo· OB" EAST, 160.25 FEET; NORTH 53" Jl' 35• EAST, RECORD NORTH 53• 15' oo· EAST, 60.91 FEET; NORTH 11' 22' 59• EAST, RECORD NORTH 11" 00' 24" EAST, 91.21 FEET; NORTH 69" 05' 01• EAST, RECORD NORTH 68' 42' 26" EAST, 625.00 FEET; SOUTH 71' 01' 22" EAST, RECORD SOUTH 71' 23' 57" EAST, 97.79 FEET; SOUTH 29' 15' 52" EAST, RECORD SOUTH 29' 38' 27" EAST, 45.80 FEET; NORTH 89" 44' 27' EAST. RECORD NOR11-I 89" 21' 52' EAST. 97.35 FEET; NORTH 51" 2J' 56" EAST, RECORD NORTH 51' 01' 21" EAST, 180.95 FEET; NORTH 19' 55' 20" EAST 17.18 FEET, RECORD NORTH 79" J2' 45• EAST, 17.12 FEET; NOR11-I 82' 05' 47• EAST, RECORO NORTH Bl' 4J' 12" EAST 32.23 FEET; NORTH 20' JI' 54• EAST, RECORD NORTH 28' 09' 19 EAST, 25.12 FEET; NORTH 6J' 40' 35• EAST, RECORD NORTH BJ" 18' oo· EAST. 67.81 FEET: AND NORT'rl 84' 42' OJ" EAST 126.8 FEET. RECORD NORTH 84' 19' 28" EAST 135.48 FEET, TO THE INTERSECllON WITH THE HEREINBEFORE SAID EASTERLY LINE OF LAND CONVEYED TO SILVESTRE MARRON, SAID POINT OF INTERSECllON BEING ALSO FOR REFERENCE ALONG A RADIAL UN£ SOUTH 18' IJ' 52" EAST 202.64 FEET FROM THE ENGINEER'S STATION 196 PLUS 96.Jl P.0.C. CENTER LINE OF THE DEPARTMENT OF PUBLIC WORKS 1951 SURVEY FOR ROAD XJ-SD-196-0CN-A; THENCE SOUTH 01' 19' 47" EAST, 2,063.50 FEET TO THE POINT OF BEGINNING. EXCEPllNG THEREFROM THAT PORllON, IF ANY, LYING NORTHERLY OF THE SOUTHERLY LINE OF LAND DESCRIBED IN A FINAL ORDER OF CONDEMNA noN, RECORDED APRIL 29, 1954 IN BOOK 5223, PAGE 37 OF OFFICIAL RECORDS. ALSO EXCEPllNG THAT PORllON OF LYING WITHIN THE FOU0111NG DESCRIBED LAND: COMMENCING AT THE NORTHWEST CORNER OF RECORD OF SURVEY NO, 9JJ6, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 12, 1983 AS FILE NO. BJOF OFFICIAL RECORDS; TH£NCE NORTH 70' 04' 42" EAST 1,005,63 FEET TO THE TRUE POINT OF BEGINNING, SAID TRUE POINT OF BEGINNING BEING A POINT ON THE ARC OF A NON-TANGENT 178.00 FOOT RADIUS CURVE; CONCAVE SOUTHEASTERLY A RADIAL LINE TO SAID CURVE BEARS NORTH 52' 29' 44• WEST: THENCE ALONG THE ARC OF SAID CURVE 101.20 FEET THROUGH A CENTRAL ANGLE OF 32' 34' 26"; THENCE NORTH 70" 04' 42" EAST 170.00 FEET TO A 228.00 FOOT RADIUS CURVE; CONCAVE SOUTHERLY; THENCE ALONG 11-IE ARC OF SAID CURVE 87.61 FEET THROUGH A CENTRAL ANGLE OF 22' 00' 59"; THENCE SOUTH 87' 54' 19" EAST 30.34; THENCE SOUTH 70' 04' 42" WEST 379.43 FEET TO THE TRUE POINT OF BEGIN/I/NG. B. APN: 167-040-11 (PARCEL B) PARCfl B· ALL THAT PORllON OF RANCHO AGUA HEDIONDA, IN THE COUNTY OF SAN DIEGO, STA TE OF CAUFORNIA, ACCORDING TO PA TENT MAP THEREOF, RECORDED IN BOOK I, PAGE 150 OF PA TENTS, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DESCRIBED AS FOLLOWS: COMMENCING AT CORNER N0.2 OF SAID RANCHO HED/ONDA; THENCE SOUTH JO' OJ' WEST ALONG THE WESTERLY LIN£ THEREOF, 274.80 FEET. MOR£ OR LESS, TO THE CENTER LINE OF THE RELOCATION OF COUNTY HIGHWAY COMMISSION ROUTE 14, FROM OCEANSIDE TO WSTA, ACCORDING TO MAP THEREOF, FILED IN THE OFFICE OF COUNTY SURVEYOR OF SAN DIEGO COUNTY; THENCE ALONG SAID CENTER LINE, AS FOLLOWS: SOUTH 74' 48' EAST, 531.12 FEET TO THE BEGINNING OF A CURVE TO THE LE.FT, HAWNG A RADIUS OF 2,000.00 FEET; LONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 6' JB', A DISTANCE OF 231.55 FEET; NON-TANGENT SOUTH BJ' JI' EAST (DEED SOUTH 81' 26' EAST), 2,345.90 FEET TO THE BEGIN/I/NG OF A CURVE TO THE LEFT, HAVING A RADIUS OF 2,000.00 FEET; ALONG SAID CURVE; THROUGH A CENTRAL ANGLE OF 12' 19' A DISTANCE OF 429.93 FEET; NORTH 84' 10' EAST (DEED NORTH 86" 15' EAST) 145.34 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAWNG A RADIUS OF 400.00 FEET; ALONG SAID CURVE; THROUGH A CENTRAL ANGLE OF 6' JB', A DISTANCE OF 258.19 FEET; NORTH 47' 11' EAST (DEED NORTH 49' 16' EAST) 100.27 FEET, MORE OR LESS TO THE INTERSECnON 111TH THE WESTERLY LINE OF LAND DESCRIBED IN DEED TO ROSA MARRON, DATED DECEMBER 10, 1902 AND RECORDED IN BOOK 324, PAGE 114 OF DEEDS; THENCE ALONG SAID WESTERLY LINE, SOUTH 7' 36' 16" EAST (DEED SOUTH 7' 35' WEST) 1,171.22 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONllNU/NG SOUTH 7' J6' 16" EAST ALONG SAID WESTERLY LINE, 880.00 FEET TO THE SOUTHWESTERLY CORNER THEREOF, BEING ALSO THE SOUTHEASTERLY CORNER OF LAND DESCRIBED IN DEED TO JOE A. MARRON, DA TED APRIL 18, 1918 AND RECORDED IN BOOK 754, PAGE JOI OF DEEDS; THfNCE SOUTH 67' WEST, ALONG THE SOUTHERLY LINE OF SAID LAND, 1,709.40 FEET TO THE MOST SOUTHERLY CORNER THEREOF; THENCE NORTH 59' WEST ALONG SAID SOUTHERLY UN£, 900.09 FEET TO THE MOST SOUTHERLY CORNER OF LAND DESCRIBED IN DEED TO JUAN M. MARRON DA TED AUGUST 11, 19/J AND h'ECORDED IN BOOK 616, PAGE 414 OF DEEDS; THENCE NORTH 16' 07' 10" EAST 890.00 FEET TO AN INTERSECnON 111TH A LINE WHICH BEARS SOUTH BJ' Jl' 09' WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH BJ' 37' 09" £AST, 1,993.84 FEET TO THE TRUE POINT OF BEGINNING. EXCEPnNG THEREFROM THAT PORTION LYING 111THIN THE FOUOll1NG DESCRIBED LAND: COMMENCING AT THE NORTHWEST CORNER Of RECORD OF SURVEY NO. 9336, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 12, 1983 AS FILE NO. 830F OFFICIAL RECORDS; TH£NCE NORTH 10· 04' 42" EAST 1,005.63 FEET TO THE TRUE POINT OF BEGINNING, SAID TRUE POINT OF BEGINNING BEING A POINT ON THE ARC OF A NON-TANGENT 178.00 FOOT RADIUS CURVE; CONCA VE SOUTHEASTERLY A RADIAL UN£ TO SAID CURVE BEARS NORTH 52' 29' 44• WEST; THENCE ALONG THE ARC OF SAID CURVE 101.20 FEET THROUGH A C£NTRAL ANGLE OF 32' 34' 26"; THENCE NORTH 70' 04' 42" EAST 170.00 FEET TO A 228.00 FOOT RADIUS CURVE; CONCAVE SOUTHERLY; THENCE ALONG THE ARC OF SAID CURVE 87.61 FEET. THROUGH A CENTRAL ANGLE OF 22' 00' 59~· TH£NCE SOUTH 87'54' 19• EAST 30.34 FEET; THENCE SOUTH 10' 04' 42" WEST 379.43 FEET TO THE TRUE POINT OF BEGINNING. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS ALT.A. IS THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, EPOCH 1991.35 GRID BEARING BETWEEN G.P.S. STAllON 88 (CLSB-088) AND G.P.S. STAllON 87 (CLSB-087) PER ROS 17271. I.E., NORTH 76'15'oo· WEST DISTANCES SHO!m HEREON ARE GRID DISTANCES. TO OBTAIN GROUND LEVEL DISTANCES, MULTIPLY DISTANCES BY 1/0.999948180. BENCHMARK CITY OF CARLSBAD G.P.S STAllON NO. BB (CLSB-088) PER RECORD OF SURVEY NO. 17271. ELEVAllON: 317.176 M.S.L. DATUM (NG.V.D. 29) QUARRY CREEK MASTER VESTING TENTATIVE 1MAP REVISED LOT NUMBERS 2 IJIRACOSTA Ii! l OLD LOT# NEW LOT # MASTER PLAN EL CJJ.IINO COUNTRY CLUB 0 COUEGE Iii ·~ ,-P-ROJ-ECT_S_ITE--, ~ i ~~ ~~" l" ;,; VICINITY MAP NO SCALE UTILITIES 1 2 J 4 5 6 7 8 9 12 13 14 15 16 WATER--------------CARLSBAD MUNICIPAL WATER DISTRICT SEWER--------------CITY OF CARLSBAD STORM DRAIN---------CITY OF CARLSBAD GAS ANO ELECTRIC------SAN DIEGO GAS & ELECTRIC TELEPHONE-----------SBC TELEPHONE CABLE T.V.-----------TIME WARNER CABLE SCHOOL-------------CARLSBAO UNIFIED SCHOOL DISTRICT SHEET INDEX SHEET 1 .................................. Tin£ SHEET SHEET 2 ........................................ STREET SECTIONS AND DETAIL SHEET SHEETS 3-8 ............................... VTM PLAN SHEETS SHEET 9 ..................................... STREET 'B' PROFILE SHEET 10 ..................................... TOPOGRAPHIC AND ENCUMBRANCE MAP SHEET 11 ................................... CROSS SECTIONS SHEET 12 .................................... PRELIMINARY VEHICULAR BRIDGE PLAN 1 Rt 2 J 4 6 7 8 9 5 14 /J 12 R2 RJ R4 Pt P2 PJ P4 P5 052 051 052 OSJ KEY MAP SCALE: f"=JOO' OTHER APPLICATIONS GPA 11-09 MP 10-01 HMP 11-07 HOP 11-04 SUP 11-04 zc 11-04 SHEET 1J ................ . ........ CONCEPTUAL SECONDARY ACCESS ANO BUS ROUTE EXHIBIT SHEET 14 .................................... BMP EXHIBIT/MAP CT 11-04 . -_--:_:. ~ N f .. -------------------------------------------------••.-;•',:-••' ASSESSOR'S PARCEL NO. APPLICANT 167-040-11 & 21 PRELIMINARY SOILS REPORT McMILLIN QC2, LLC 2750 WOMBLE ROAD SAN DIEGO, CA. 92106 (619) 794-1252 OFFICE BY: GEOCON INC., DA TEO MARCH 2012 OWNER McMILLIN QC2, LLC 2750 WOMBLE ROAO SAN DIEGO, CA. 92106 (619) 794-1252 OFFICE (619) 336-3010 FAX BY:_kt {__ , DATE: ----------- (619) 336-3010 FAX I BY: kO ~ .5V/' BRIAN MILICH, SEN/°!?' DATE: ~-/t //~ BY: h~ ~~ DON MITCHELL, s:iJioR V.P. OATE:2·!-IS' CONSISTENCY DETERMINATION SUBSTANTIAL CONFORMANCE EXHIBIT ~ROJECT Nil. CT 11-O4/SCE 11-04B/CD 15-o'f ~ ~ DATE: -~~/201-5--- DON NEU, CITY PLANNl:f . . ~COM ~rf~.?~PA~ }.}Ad_Ly if J. z-/_z ol-'/ z.o'-"-'-'1 P~-- {j!)l:;,,J ,X ~ DATE: i, i6, IS )°ASON S. GELDERT, CITY ENGINEER SUBSTANTIAL CONFORMANCE SCE 11-04B/EXHIBIT 'A' RECOMMENDED BY: \,[u;b. c6.,,-.6 c< /.:1.5/!5 DATE: File Nurne: P·\2468.20\Engr\DWG\_Plans\5ubslon 1ir1/ ConformoncF! Re•liew\2468.20--SC[l!-·04-Shee!ldw'), Dole 5uved Los/ 2/9/2015 5:21:15 PM, Plotted Lust 2/10/2015 1:26:32 PM ___ ., ______ -----------------------·--------------- GPA 11-09/ZC 11-04/MP 10-01/SUP 11-04/HMP 11-07 /HDP11-04 .· LEGEND OWNERSHIP BOUNDARY ....................................................................................................... . PROPOSED LOT LINE .................................................. . PROPOSED BRUSH MANAGEMENT ZONE........................ . ............................................. . PROPOSED TRAILS .............................................................. . PROPOSED INTERSECT/ON SIGHT 0/STANCI: .................. . PROPOSED EASEMENT ....................................................................................................... . PROPOSED HMP LINE . .. .. ...... ... . .. . .. . ... . . . . .. .. .. . ...... .. . .. PROPOSED too' 'lifTLANO BUFFER .......... ··············· ..... . EXISTING CALTRANS RIGHT-OF-WAY ............................. . PROP. 100 YR FLOODL/NE ......................... . LOT NUMBER ........................................ . EXISTING STREET LIGHT .................. . PROPOSED STREET LIGHT (PUBLIC). EXISTING CONTOURS ................... . PROPOSED CONTOURS ...................... . PROPOSED CUT SLOPE (2: 1 MAX) UNLESS SHOWN OTHERWISE .................................... . PROPOSED FILL SLOPE (2: 1 MAX.) UNLESS SHOWN OT!IER!Y/5£. ..................................... . PROPOSED DAYLIGHT LINE... . .......... ......... ........................ .............. ............ ..... . .......... . PROPOSED DISTURBANCE LIN£. ........................................................................................... . PROPOSED RETAINING WALL .............................................. . SLOPE GRADE TOP OF WALL .................................... . FINISH GRADE EXISTING CONC. BROW DITCH ...................................... . PROPOSED CONC. BROW DITCH . . .... . . ........................... . PROPOSED SWALE ........................... ........ . ............... . EXISTING RIPRAP ................................................................................................................ . PROPOSED RIPRAP . ... . ... . . . ... . . .... .. ..... . ............................. . PROPOSED PUBLIC HEADWALL.......... ........ ... .. ------- ------- --HW-- -o---o---<>--- I I I I I I I I 1 ---250---____ y ____ J ___ _ __ .t ____ J --- ---,[,----,j,-- D 4¾ TW XXX.X FG XXX.X __ , ---✓ -~. --v' ~') =:> =:> =:> PROPOSED PUBLIC STORM DRAIN RISER. ... ............................................ ()= = = = EXISTING PUBLIC STORM DRAIN & CLEANOUT OR INLET ................................................. = =~ __ , = == =01- PROPOSEO PUBLIC STORM DRAIN & CLEANOUT OR INLEf................................................ = =ffi= = = = = = EXISTING PRIVATE STORM DRAIN ••-•······· ·=·c=" ... ·. ::,o~-c•o PROPOSED PRIVATE STORM DRAIN ......... . EXISTING SEWER MAIN ............................ . PROPOSED SEWER MAIN/ MANHOLE ................................................................................. . --S-0------- PROPOSED RECYCLED WATER MAIN... . .. ---RW--- EXISTING WATER MAIN ........................... . --------w---- PROPOSED WATER MAIN............................. . ............................................... . ----w---- EXISTING FIRE HYDRANT ................................................................................................. . '7 ---i; PROPOSED FIRE HYDRANT ........................ . ----I WATER POLISHER . ... . ................ . §I HAYMAR DRIVE EXISTING PA YEMEN T POSSIBLE ACCESS POINTS.......... ..... ... . . ............. .. .... . ............................................. . • •• BUS ROUTE ........................................................................................................................... . GENERAL NOTES 1. EXISTING GENERAL PLAN OESIGNA TION RLM, OS 2. PROPOSED GENERAL PLAN DESIGNATION RMH, RH, OS, er R-1, INOUSTRIAL PC 3. EXISTING ZONING 4. PROPOSED ZONING 5. 6. 7. 8. 9. 11. 12. 13. 14. 15. 16. 17. 18. 19. PROPOSED PROJECT IS LOCATED IN LOCAL FACILITIES MANAGEMENT PLAN ZONE 25. TOTAL PROJECT BOUNDARY = 156.46 ACRES LOT 1 = 7.30 AC LOT 5 = 1.00 AC LOT 2 = 11.15 AC LOT 6 = 0.87 AC LOT 3 = 6.66 AC LOT 7 = 2.12 AC LOT 4 = 18.29 AC LOT 8 = 1.27 AC LOT 9 = 3 87 AC LOT 10 = 222 AC LOT 11 = 0.14 AC LOT 12 = 8.59 AC LOT 13 = 19.68 AC LOT 14 = 6J.6J AC LOT 15 = 0.29 AC PUBLIC ROADS = 9.58 AC TOPOGRAPHY SHOWN ON THIS SURVEY IS BASED UPON AN AERIAL SURVEY BY PROJECT OESIGN CONSULTANTS, IN JANUARY, 2006 ANO HANSON QUARRY GRADING IN OWG. 47!J-5A. ALL CUT AND FILL SLOPES ARE TO BE 2: 1 MAXIMUM, EXCEPT AS OTHERWISE SHOWN ON PLAN. GRADING SHOWN HEREON IS PRELIMINARY AND IS SUBJECT TO REVISIONS MADE OUR/NG THE FINAL DESIGN PROCESS, IN ACCORDANCE WITH ENGINEER/NG POLICY NO. JO, ANO APPROVAL FROM THE CITY ENGINEER AND CITY PLANNER . ALL LOT 0/MENSIONS SHOWN ARE APPROX/MA TE. ALL LOTS ro MEET MINIMUM DIMENSIONS OF UNOERL YING ZONING. EARTHWORK QUANTITIES (GEOMETRIC): 525,000 C. Y. cur, 525,000 C. Y. FILL (DISTURBED ACRES: 66.12 AC., 7,940 C. Y.jAC.) REMEDIAL GRADING QUANnTIES: 192,000 C. Y. THE BEARINGS ANO DISTANCES SHOWN WERE DETERMINED Fl<OM A FIELD SURVEY OATEO JANUARY 2006. PROPOSED AOT: RH LOT /: 127 OU x 6/DU = 762 AOT RMH LOT 4: 214 OU x BjDU = 1,712 AOT RH LOT 2: 200 OU x 8/0U ~ 1,600 AOT CF & PARK & RIO£ = 150 & 140 ADT RM LOT 3: 95 OU x 10/0U = 950 AOT HYOROMOOIFICATION/WATER QUALITY BASINS PROPOSED IN LOTS 1, 2, 9 AND 10 ARE APPROXIMATE ANO SUBJECT TO CHANGE. SEE RICK ENGINEERING HYOROMOD/FICA TION ANALYS1S. DATED OCTOBER 2012, FOR VOLUMES AND DETAILS. PERCENT OF SITE TO BE LANDSCAPED TO BE DETERMINED DURING SITE PLAN REVIEW. FIRE HYDRANT FLOW REQUIREMENT IS 3,000 GPM. THIS PROJECT WILL BE SERVED BY 330 PRESSURE ZONE. WATER AVERAGE DAY DEMAND IS 169,200 GPO. MAXIMUM DAY OEMANO IS 279,180 GPD. PEAK HOUR DEMAND IS 490,680 GPO. MAXIMUM SEWER GENERATION IS 0.83 MGO (QUARRY CREEK: 0.38 MGD, OFFS/TE: 0.45 MGO). THE TOTAL NUMBER OF LOTS IS .15. LOTS 1 THRU 4 ARE RESIDENTIAL, LOTS 6, 9 ANO 10 SHALL BE PUBLIC USE, LOTS 6, 8 THRU 11 SHALL BE HOA LOTS MAINTAINED BY Tl/£ HOA, LOT 7 WILL BE SOLD TO A COMMUNITY FACILITY PROVIDER, LOTS 12 THRU 14 WILL BL" OPEN SPACl LOTS WITH EASEMENTS TO BE DEDICATED TO A CONSERVANCY (HOA WILL 8£ VESTED OWNER)ANO L.OT 15 -:To }<:NOi-Lb 1-{CJ/>y. 2D. CURRENT USE: VACANT USED FOR ROCK QUARRY; PROPOSED USE: RESIDENTIAL UNITS 21. THE PROPOSED POST-BMP TREATMENT ARE HYDROMOO/FICA /ION/WATER QUALITY BASINS (SEE SHEETS J THRU 8) ANO STORM FILTERS (LIO) (OR THEIR EQUIVALENT). SEE PRELIMINARY WATER QUALITY TECHNICAL REPORT (OATEO MARCH 2012). 22. AREA ORA/NS ANO OTHER INLETS SHALL HA VE "NO DUMPING" STENCILS. 23. TRAIL ALIGNMENTS SHOWN ARE APPROXIMATE ANO SUBJECT TO REWSIONS DURING SITE PLAN REVIEW. 24. FLOOD ZONE OESIGNA T/ON: AE 25. DRAINAGE FLOWS LABELED AS Ou/Vu REPRESENT ULT/MA TE DRAINAGE FLOWS PER DWG.410-5A (RECLAMATION GRADING PLAN) ANO FLOWS LABELED AS Op/Vp REPRESENT FLOWS GENERA 1[0 BY THE PROJECT. • S<t;, No. -4-2951 p. 05--31-16 y . SHIMS, R.C.E. 4295! ~A.J. . DATE REGISTRATION EXPIRES 03-31-16 -z_.[11\,,; DESIGNED PM SURV€Y BY: RE\'1EW: RE'v!EW: RJ MW GH --" "' "' 'I-"' ------~ I I I I ,!.. I -/;j ~ ~ ~ gJ " -I I I I I I 1'ii c:, ~ ~ c:, ~ 'I---a 8 8 8 8 8 8 ci "'( "'( ci ci "'( c:, c:, c:, -b -G I a G ~ -I<) ~ ~ ,11 § -"' ci ci ~~ "' "'( (.j co c:, "' ss ~ ~ s ,. • ~ ~ >' co :>-.: di Ea co >- i'§ ~ 1;l cl ., fil~ )... 8: co c:, c:, SHEET 1 OF 14 l ·, ' l ' ' ! ] ' l ------· -----·------------------·-------·--------------·-------- -- 1i :,,· ~ 0 -I 0 ~ .... ~ ~ I .t::i,.O • .t::i,. EX. R/w EX. 4" PCC SWK 5' EX. R/w 10' 5' J2' EX. 5" AC OVER 6" A.B. 84' J2' EX. 4" PCC S OVER 6" BASE 10· 5' PUBLIC EXISTING MARRON ROAD 60' J2' 28' 44' 10' 22' 22' EX. R/w 5' EX. R/w 6' 4" NDN-CONllGUOUS P. C. C. SIDEWALK 6" TYPE: "G" CURB & GUTTER (TYP.) R/w 10' 5' J4.5' 6' BIKE LANE 69' 24.5' 14' J4.5' 24,5' 14' 6' BIKE LANE 4' --"TRUCWRAL SECllON 5 FIRE: HYDRANT I TO BE DETERMINE:D -. AS SHOWN ON BY SOILS E.NGINEER PLANS (TYP.) R/w 10' STREET UGHT AS SHOWN ON PLANS (TYP.) <f'1" !,;e~lt,'-',-~2: 1 MAX. .,. 5' STABIUZED D.G. TRAIL WITH -6" CONCRETE CURB EDGING R/w GUARD RAIL 6" TYP. (SEE LANDSCAPE PLAN FOR 4• NON-CONllGUOUS MEANDERING) P.C.C. SIDEWALK 12' SEWER WATER STREET 'A' UNDERCUT PER SOILS ENGINEER'S RECOMMENDA noN PUBLIC PROPOSED COLLECTOR STREET 1+05.80 -1+4J.80 NOTE: STA. 1+4J.80 TO STA. 4+96.JI -TRANStnONS FROM 69' ROW TO 60' ROW R/w 60' R/W 6" TYPE "G" CURB & GUTTER (TYP.) R/w 6' 1 5' 2.5' WATER 60' 2J' 2J' 17' 17' 6' 11' 11' 6' BIKE BIKE LANE LANE STRUCWRAL SECllON TO BE DETERMINED BY SOILS ENGINEER 2% 2¾ G WATER SEflf:R STREET 'B' BRIDGE' 8+00.00 -11+49.J6 60' JO' JO' 6' 5' 1 2% ., 2.5' RECLAIM r WATER R/w ,,! Q2 fE '< 13 R/w PROPOSED RAISED MOUNTABLE MEDIAN - LOT3 PROPOSED 6" CURB PROPOSED\ RIGHT-OF-WAY ~ STREET "B" i"~ PROPOSED '> RAISED MEDIAN 1/ PROPOSED ,!.e 1 'l: 5• CURB PROPOSED RIGHT-OF-WAY < =5 I 5o· !Iii LOT 8 !Iii 13' 17~ 3' 8:: § 8:: § STREET 'B' ROUND ABOUT DETAIL NOTE: SCALE: 1"-40' 10' I ii I 20' I I I ! I 2 1 I I I I I 160'/ I I <S I " ::...i fit \"' I • . 17' 17 JO' JO' 10· 20' 20· 10' 10· 20' 20· 10' 6' GEOMETRIC DESIGN AND PEDESTRIAN RAMP LOCATIONS SHOWN ABOVE' ARE CONCEPTUAL FOR TENTA TlvE MAP PURPOSES. FURTHER REFINEMENT OF GEOMETRIC DESIGN DURING FINAL ENGINEERING MAY BE REQUIRED. EX. 6" PCC SWK EX. ST. LIGHT EX. R/W 8' EX. 4" BAS PUBLIC EXISTING PLAZA DRIVE 60' 22' 18' EX. R/w 12' 4" NON-CONllGUOUS P. C. C. SIDEWALK 6" TYPE "G" CURB & GUTTER (TYP.) 5' 5' 6' BIKE LANE 14' 14' 6' BIKE LANE 4' ----<;TRUCWRAL SECTION 5 FIRE HYDRANT I TO BE DETERMINED -' AS SHOWN ON BY SOILS ENGINEER PLANS (TYP.) 12' 12' 6' STREET UGHT AS SHOWN ON PLANS (TYP.) / ---g:_}__MAX. '---5' STABIUZED D.G. TRAIL mm 6" CONCRETE CURB EDGING (SEE LANDSCAPE PLAN FOR MEANDERING} UNDERCUT PER SOILS ENGINEER'S RECOMMENDA noN 2.5' 5.5' t---llt-t---2· VARIES VARIES STORM DRAIN SEWfR WATER EX. ST. LIGHT 4.5' 7' 2¾ " EX. 6" TYPE "G" CURB & GUTTER ,---------- f RECL. WATER EX. SIIR. 5' 11' EX. WTR. PUBLIC EXISTING TAMARACK AVENUE EX. R/w 10' 5.5' 7' 18' EX. 6" TYPE "G" CURB & GUTTER (2%) ~ 56' EX. R/w 18' 10' 7' 5.5' * I EX. 4" PCC SWK E:X. SIii?. EX. WTR. PUBLIC EXISTING SIMSBURY COURT CAL TRANS R/w VARIES J4' R/w PROJ. BOY. 17' 17' J' MIN.-20' EXIST. PAvEMENT EXIST. PA vEMENT EX. 6" BERM 13' PROP. PKWY. VARIES Lorn STREET :A.' PUBLIC PROPOSED COLLECTOR STREET R/W /J' 5.5' 7.5' 6" TYPE "G" CURB & GUTTER (TYP.) 4+96.JI -10+00.00 JO' 17' 6' 11' BIKE LANE FIRE HYDRA/IT AS SHOWN ON PLANS (TYP.) 5' 12' 60' 17' 11' JO' 6' BIKE LANE R/w 1J' 6 7' .5 STRUCTURAL SECTION -+-•t-1 STREET LIGHT AS SHOWN ON PLANS (TYP.) TO BE DETERMINED BY SOILS ENGINEER 12' o.s. 6" TYP. 6' STABILIZED 0. G. TRAIL VATH 6" CONCRETE CURB EDGING (SEE LANDSCAPE PLAN FOR MEANDERING) UNDERCUT PER SOILS ENGINEER'S RECOMMENDATION PuBcff5M ffloposED LOCAL sTREET R/w 10' 5.5' 4.5' 4" NON-CONTIGUOUS P.G.C. SIDEWALK STREET ~' STREET 'D' 1 o+oo. oo -26+50. oo JO' 6' BIKE LANE 20' 14' 60' 4J+60.00 -56+4J.20 JO' 20' 14' BIKE LANE 4' R/w 10' 6' FIRE HYDRANT AS SHOWN ON PLANS (TYP,) STRUCTURAL SECTION 5 TO BE DETERMINED -F-' -,,-.. STREET UGHT AS SHOWN ON PLANS (TYP.) WATER BY SOILS ENGINEER RECL. WATER 5' ~r-;,~£"-:f:'1 MAX. STABILIZED 5' D.G. TRAIJ. . (STA 1+00-8+08) W/ 6 CONC. (SEE LANDSCAPE PLAN FOR 6" TY , MEANDERING} 5' NON-CONTIGUOUS 2: 1 MAX (:) SEWfR I VARIES P. C. C. SIDEWALK (STA.11+4J.OO -14+42.60) PUBLIC EXISTING HA YMAR DRIVE 1+00.00 -4+20.00 FRONTING LOT 11 PROP. CONC. BROW DITCH 6" TYPE "G" CURB & GUTTER (TYP,) STORM DRAIN VARIES VARIES STREET 'B' NDERCUT PER SOILS ENGINEER'S RECOMMENDA noN PUBLIC PROPOSED COLLECTOR STREET 1+00.00 -8+00.00 (NORTH OF BRIDGE) Fili:! Nume: P: \2468.20\Engr\DWG\_Plons\Subslontiol Conforrns:mco:, R,:r,iew 2468.20-SC 11--_, ee •'-'W'J, o e QYe fJ5: \ E 04 ''h t2 ° D t S d L t 12/4/2014 3;40:58 PM, Plolled Lost 12/4/2014 3:41:29 PM 5.5' 4.5' 4" NON-CONllGUOUS P. C. C. SIDEWALK 6" TYPE "G" CURB & GUTTER (TYP.) 6' 14' BIKE IO' LANE 1-~--i FIRE HYDRANT AS SHOWN ON PLANS (TYP.) 14' 6' BIKE 10' LANE STRUCWRAL SECTION I TO BE DETERMINED BY SOILS ENGINEER (:) SEWfR 4' .5 STREET UGHT AS SHOWN ON PLANS (TYP.) 5' STORM DRAIN 7' J' NDERCUT PER SOILS ENGINEER'S RECOMMENDATION 15' 1J' STREET 'B' PUBLIC PROPOSED COLLECTOR STREET R/w 13' 5' 8' LOTB 6" TYPE "G" CURB &! GUTTER (TYP.) 11+49.J6 -14+42.60 (SOUTH OF BRIDGE) JO' 6' BIKE LANE 17' 11' FIRE HYDRANT AS SHOWN ON PLANS (TYP.) 60' JO' 17' 6' BIKE LANE R/w 1J' 5' STRUGWRAL SECTION 5 TO BE DETERMINED -F',1--- BY SOILS ENGINEER LOT2 STREET UGHT AS SHOWN ON PLANS (TYP.} UNDERCUT PER SOILS ENGINEER'S RECOMMENDATION HA YMAR DRIVE PUBLIC PROPOSED LOCAL STREET CAL TRANS R/w VARIES J'MIN.-12' 6" TYPE "G" CURB & GUTTER (TYP.) VARIES 20-34 6' BIKE LANE 5+52.01 -11+42.92 (PCR) FRONTING LOT 2 VARIES 50'-66' VARIES VARIES 11'-16' 14'-16' J0'-32' 6' .5 BIKE LANE R/W 5.5' STRUCTURAL SECTION 5 TO BE DETERMINED -F' "-Ill- BY SO/LS ENGINEER STREET UGHT AS SHOWN ON PLANS (TYP.) 61-8' HAYMAR DRIVE UNDERCUT PER SOILS ENGINEER'S RECOMMENDA noN PUBLIC PROPOSED LOCAL STREET 12+39.18 (PCR) -18+ 12.43 MARRON ROAD WESTERLY TERMINUS DETAIL SCALE: 1"=40' 10' ~ ,_, ~ ~~ a~~ & = a:~~ .. ~ tB ~ CJ) J' ~ "' "' ..,. --• i. I "' ----;§ I I I I rt "'I -<c \g Vj "' "' ~ -c, I ~ c!, ~ I ,(, ,;, j 0 <>i --- ~ ~ ~ ~ ~ 1•,: r.11 c§ c§ '( c:, c§ c§ c'i! ' ---C, I 0 a ~ <c ! ,u § --c§ d ~~ <: ~ c:, ~ ..., ~ ~ "' :::, >' ~ ~ "' >' cS fil CX, h ~ i ~ .. aJ r2 a >- c:, c:, ~ "' ......., SHEET 2 OF 14 .. 1 I ' "' ' ' I' \ "' s ., I '' ' N~ 0 ...i,, ..... ...i,, ...i,, I .s::i,.o .s::i,. File Narne: P; \2468.20\Engr\DWG\_Plon" ,c, • .,\;;,uo::;tantiul c ---· onforman . ---------------~~ ce Revlew\2468 20 . · -SGE11 o --------~-~ -4-Sheet.3.d'uq D -, ate Saved L ost: 1 ;2 8/2015 4: 27: 37 PM, 120 GftfLl-j!_CAI~ SCALE C., = 60' Plotted Lost 1/28/2015 4· 28· 2 . · 8 PIA .. I O w (") 0 -I -+I ...Ii, ...Ii, ...Ii, .i:=,. 6 .i:=,. X95.0 BROW DITC (0 SEE SHEET 3 -------- GRAPH/CA}. SCALE SCALE: 1 .; 60' "' --<'< <'< <'< -----is I I I I ,,!_ --~ :g ~ <'< <'< -I I I 6 J, 0 ~ ~ --- ~ ~ ~ I!! I!! ;:§ ;:§ ;:§ ;:§ ;:§ ---el I ~ ;:; ~ ~ ,11 § -<'< ;Ii ~~ g ;:§ <'i ~ (ij ti ci ,. . ::i; ~ ;;.: .,, ~ 15 ~ i b ~~1 >.. .,, SHEET 4 OF 14 ~i I. '" 0 I ··• 01 l!l• •.(: r4: I I I !f •a >' -1 ,.. ' " ' ~~ 0 ~ -~ ~ I ~o -~ -' _, ........ Culfr,ated CJ..1ltl,..ated \ \~'-~···~ 'lf-fP~~; :;/ I .,,,,.., _.I /, / File Nome· p-\24 "B . o .20\Engr\DWG\ Pl \ -ons Subslanliol c r. on ormonce Review\2468.20 SCE/J 04 . --Sneet5 dwg o 1 5. . . a e <ued Lost: /2/4/20 1 · l46:20·42PU , Ploll~d Lost 12/4/2014 6: 20: 59 PU 35• RCP 1 ==== ---. PROP. 12 WATERMAIN PRO • JOFT. STORM RAIN EASEMENT WR. MH IE OUT=95.6 IE IN=95.8 w w CJ) w w CJ) N f 120 GRAPHICAL SCALE SCALE: 1 • = 60' 1 a I I ~~ "' :::,; (JI C') -I >-' ~ ~ 0 -Ol :i..: iS --6l a, 1---I {3 i &l .s::i,.O ei ~ 6 .. ~ >-.s::i,. QQ a, SH EET ___ ,-l ' . 5 0 F 1Li R/W 56' R/W 28' 28' 10' 18' 18' 5' 5' 6' 12' BIKE LANE 12' ~-:-~ FIRE HYDRANT ~-------""TRUCTURAL SECTION -I/ STREET UGH T AS SHOIIN ON PLANS (TYP.) 4• NON-CONTIGUOUS P. C. C. SIDEWALK 6" TYPE •c• CURB &-GUTTER (TYP.) AS SHOIIN ON I TO BE DETERMINED PLANS (TYP.) BY SOILS ENGINEER 12' r RECLAIMED SEWER WATER STREET 'E' 5' STABILIZED D.G. TRAIL W/1H ~ 6" CONCRETE CURB EDGING (SEE LANDSCAPE PLAN FOR MEANDERING) UNDERCUT PER SOILS ENGINEER'S RECOMMENDA noN PUBLIC PROPOSED CUL-DE-SAC 26+50.00 -34+02.65 ----- ·-·'< --:? . .. , . '\ ~-~ l '~. ~ ----"--, ----, ....... ··, -:---~~-~ . -, ~ ,' ' ,--:~---, , ~ , \ '·,,_ ,, ~\ ' -', "/., '\ \ \ . ' . \ ~), --~:\ I , "'" '"- 1 ) \(\ \ ·, \ ·, ' ~~-~ ,.~J ', \ ~\ ~---~ I \ \ SEE SHEET 5 ---·---- L----- EX BROW DITCH TO BE REMO EX. BRO DITCH TO BE EMOV£V ~ PROP. 6" ME Al l V ' ,AOy '1Y} . . ,-.r _, I ,, ,. 'I ~ ~ ~1- .,-,.,,.-?fe6:¢f{M ¼ w ~w .I Cf) ; . 1/ --\_,._/ .-~___,.,.,--;~ . . ~ •,/ _,.,.-. ~ L.-:.:--=---;✓ 0! /, /, I , ' · ".1 r / ~!'/ 1/; I I -. J ,; CX) ' r' ---C> rl I C> C, i <o o;j , ' ,11 ~ gl -~ ~~ ~ ~ ~ V) SHEET 6 OF 14 I 1 \II I! \ .;:.1 ,._., ) Fife Nome. P: \2461J\ENGR\_PLAN$\TM\246'8TM07.d1HJ, Data Suved La,t: 4/8/2014 1:22:05 PM, Plotted Lost -4/22/2014 6:47:57 AM Cultlt1Jled 120 I GRAPH/CA~ SCALE SCALE: 1 = 60' \ i --"' "' "' ... V>. ------· ~ I I I I ,l I I --~~ ~ ~ t7s ';' i -~ ~ I I :2 8 c:, <!.' -I ~ i!d i!d ~ ~ i!,11 c§ c§ c§ c§ c§ ,; Qj ' SHEET. 7 OF14 --··---,\ ---\ -·-~ ~ ··"-· ~ ---...... ----."'-,. • ROP. -~Prl,,ESS N[AI~ (,, ~.,.-.,-., . ~ ~ ,... ~~ -- ~~, '·, "--....... :.:;,, ~ RECLA :.41, JO £ File Name: P: \2468\ENGR\_PLAN$\TM\2468TM08.dHg, Oa!~ 5aved Last: 4/15/2014 4:08: 22 PM,. Plotted Los/ 4/22/2014 6: 48: 2a Al.I SEE SHEET 4 , ij ,1 .--, ' \~ -~ ' ' . ""-~ X32e.6 .r • / X341.6 . \ ' ;r---11· . . i -□ ""'," ' i .. 1--" - ~ ' ' 3,1 ~~ b.s.a ,_ _ '¾_,; . ·\-I+-..,_ td'WA TER ~~ r 120 GRAPHICAL SCALE SCALE: 1' ~ 60' .• -~ --- C G,9 \ --g I ~ i .u ~ -"' d ~ 8 <e 2§ (ij ~ ~ ~ "' ;;.: e;j a a, ,__ § ~ ~l~ m~o Q Q 8: 180 _____ ___;_ ___ _ SHEET_j.1. 8 OF 14· -' ' J (') ., 00 -I 0 ..,ll, -h ..,ll, ..,ll, I ,i:.0 .i:. . ROAD CLASS/FICA TION: COLLECTOR . ' a... V= 30 mph ,, ~ MIN SSD= 200 ft. ~ ~ a ~ . I ~ ~ 140 1 40 h ~ P1,ST,.-a,,+1, ~ ~ f'\11 ~LEV~ 12M V) t---1 A.O. ~ -2.42 K • 20.10 ~ ~ h 50.00' VC ~ u ~ ~ "' ' ~ -i ~ ~ ~ ~ h /JO '• 30 ~ ~ ., . -·-,. • --, -------\_ ~ ~ : -I ~ ,-r-. :::::: ~ LOW PO/Nr e FY • 104.14 ~ I r---' / ' LOW POINT t 7+63.07 . I , \ ,... '-. r -~ ........... / ', P>1 srA • 7+00 120 ' 20 ~ I ~ ~~· ............... I \ PVJfilf/a m:~ I ti; "°'7.?:';{t I \ AD., 5.42 ' r-~ \ I ~Rei C / \ K• J6.9J ~ \ I c~ !!c.ER,l(,u / \ 200. ,. vc ~ / I I . 0 I{;. W \ ~ ~ u I ~ , ' L ~ ' I ..... '-....... / ;!; i I ~ ~ ·~ 2 \ ~ I ~ ., f I \ / "' "' ' ' -\ -............: ...... '-.......1/ \ ., 0 ~ ~ :: ~ ~ I \ ~\ ~ .; I \ ........ ~ "' ' r---,1 ........... ?,26% ' / \ it it ' / ', I -....... ~ 110 10 '/r " ,' \~ I ., ~ -' -.............. ~ --. •.~ . ~ ' ' · WA1£RMAI -_:t-. , ............ ~ -••' I ...... ~ ~ -12" pVC~A1 '-" ---" • I I l. f>!<OP ~REC~ ~ " . \,. ~~"----\ I ~ "" --= -n,RQf';" ---/ --\ I ~ --....... , -" ~! ✓ K' ........ I 12• pVC WATf. 1,/AlN J ~ ~ ~:. PROP, 2 AT£Rt,(A/N I <::, ' ............_ -----I(' RECLAJM£D ,, . -,._ --a· ' I R~,O~ g ~ Cl .,; ----PROP. ~ c::, ---I ---r<O ,__ 100 1 --~ 00 ' \ ~ <5 :;; ,,, ~ ~f §1 I f. "1 " Sj ! I -..: z ol Ac· <::, c::, <( -I i; -1)9 I lJ ~ .[ .1,l \ ~ 0"' ' -: ::) $ "' . I .ll "' \ I /2' / ..... ~ (I) .5 0 iii \ ! z ,li ~ o- / ;., ~ u 1!! I ,:,I< z ~ ~ I I I ~It C, ·" t-l -1 90 90 § ,__ \ 1 C ,,., . (I) ~ i§ B I , ~ ! ,?; -! ... <o ·§-\ -:,. -I es~ "' ,... -"' I c::, "' t~ V, {E. ~ <o "' e5;;; ;;; c:, c:i 15lu _,r c::, g g 'f---w.s.~85.1 ~ 0) lJ !~ "' ffil,j lJ ">-: -: w- o-oi l,j , .. (/)-.,: -.: ~ l.<j ' -; g ,.,, lll ~lJ -: -.:. \ o ·c m"' lq \ I a: C: ~,,; ,,, _, I CL.a! -~ tD \ I I I ~. I I 80 \_ 80 I I I ,• - / I / \ / \ ~ "' 'i-! \-~ --"' ----,. -I I 1 ~ r!. . I L ------------------~ l3· ' "' "' -I I ,. [;j I ~ I I I -<::, ~ c:, "' -~ ---,,1 "' I ~ ~ ~ ~ ~ r;!i 70 70 2i 2i 2i ~ ~ ''< I Q, ' 50 ' ' 50 ~. -~ ' -8 ~· I -i i .. Iii "' \ 2i <:l OA'rWELCV fiJ ~ :, 40.00 "! 8 ": 8 ~ "'i ., "1~ " "' .... "' "' "' " q;t R "' .... ~ ',q~ :::i ,:, "' ~ ~~ ,:, i;j 0 i;j "f; '.1 ,:, ~ i;j " 9 lll ,. ~~ ~ ,,, ~ g " ~ ::l ti .-~ ~ ~ ~i ,. ,:, ,:, :g :g ~ ~!;Ct ""' ,! lQ "'cl -.. ~"' ~ .; ;;;s ;s ;s 8~ g r!:~ ~ ~~ ~ ~ Igo ~ ., .. -~ ::~ ~ :::: ;:! ,:, --~:: ~E 2 l22 ~:::: "' ---------:: ""< 1+00 2-100 J·fOO 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 1J·f00 !HOO :,. ~ ~ . ,. ... ' ~ PROPOSED STREET 'B' PROFILE :;.: ~ I ") <?I :;.: ili l:1 t"=so: 1»-5• i <?I ._ SCALE: HORIZ. VERT. i 1ij .. ~~~ ,._ <?I, ,, (") '. (0 I -I .. ·0 ., ( .... --. ' --~ .. --I .,I:. 0 ' .,I:. ' SHEET ' . i'1 JI, t· ., 9 OF 1iJ ' ' Frie Nome. P. \2468\ENGR\_pLAN$\TM\2,168TM09.d...,g, Dot~ 5av8d Lost. 4-/8/2014 I. 01. 08 PU, Plotted last 4/22/2014-6. 49. -12 AM ----------------------. -----------··---·-----., ___ .. ------·----------., ___ _ -------------------------·-··--~------ PROJECT REPORT PREPARED BY: FIRST AMERICAN Tln.E COMPANY ORDER It-3146604 (06) DATED: OCTOBER 7 AND 13, 2011 ITEMS /1: 1-5, 13, 18-19 AND 24-26 ARE NOT DEFINED LOCATIONS AND ARE NOT PLOTTED ITEMS H: 6, 7, 8, 10, 14, 15, 17 AND 22 ARE DEFINED AND ARE PLOTTED ITEMS #: 9, 11, 12, 16, 20 AND 23 WERE DELETED EASEMENTS/ENCUMBRANCES PR ITEM NO. DESCR/PllON 0 @ AN EASEMENT FOR PUBUC ROAD ANO INCIDENTAL PURPOSES. RECORDED JUNE 19, 1928 IN BOOK 1496, PACE 100 OF DEEDS. IN FAVOR OF: THE COUNTY OF SAN DIEGO AFFECTS: PARCEL A AN EASEMENT FOR PUBLIC ROAD ANO INCIDENTAL PURPOSES, RECORDED NOvF:MBER 25, 1931 IN BOOK 56, PAGE 255 OF OFFICIAL RECORDS. IN FAVOR OF: THE COUNTY OF SAN DIEGO AFFECTS: PARCEL A AN EASEMENT FOR £rTHER OR BOTH POL£ LINES, UNDERGROUND CONDUITS ANO INCIDENTAL PURPOSES. RECORDED MAY 11, 1949 IN BOOK 3200, PAGE 449 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COl.iPANY AFFECTS: PARCEL A AN EASEMENT FOR SEWER PIP£ LINE AND INCIDENTAL PURPOSES. RECORDED APRIL 20, 1961 AS INSTRUMENT NO. 68841 OF OFFICIAL RECORDS. IN FAVOR OF: TH£ CITY OF OCEANSIDE AFFECTS: PARCEL A AN EASEMENT FOR EITHER OR BOTH POL£ LINES, UNDERGROUND CONDUITS ANO INCIDENTAL PURPOSES, RECORDED MARCH JI, 1966 AS INSTRUMENT NO. 54146 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COl.iPANY AFFECTS: PARCEL A AN £ASDl£NT FOR EITHER OR BOTH POLE LINES, UNDERGROUND CONDUITS ANO INCIDENTAL PURPOSES, RECORDED JUNE 29, 1967 AS INSTRUMENT NO. 94628 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS AND ELECTRIC COMPANY AFFECTS: P,',RCEL A AN EASEMENT FOR LANDSCAPE ANO DRAINAGE MAJNTENANCE ANO FOR SLOPE STABILIZAllON, INCLUDING BUT NOT LIMITED TO EROSION CONTROL AND INCIDENTAL PURPOSES, RECORDED MARCH 7, 1986 AS INSTRUMENT NO. 86-090570 OF OFFICIAL RECORDS. IN FAVOR OF: TREETOPS UNUM/TEO, A JOINT vf:NTUR£ AFFECTS: PARCELS A ANO 8 THE TERMS ANO PROVISIONS CONTAINED IN THE DOCUMENT £NnTL£o 'GRANT OF PERPETUAL SLOPE EASEMENT ANO TEMPORARY CONSTRUCllON EASEMENT" RECORDED JUNE 23, 2003 AS INSTRUMENT NO. 2003-0739971 OF OFFICIAL RECORDS. File Nome: P· \2468\ENGR\_PLANS\fM\2468nd10.rJw9, Data Suo'ed Lasl: 4/21/2014 10:Jl:56 AM, Plotied l<Js! 4/22/2014 6:50:08 AM • STA TIJS OF EASEMENT EASEMENT TO BE VACA TEO ON FINAL MAP AND REOEOICA TEO AS RIGHT-OF-WAY EASEMENT TO 8£ VACA TED ON FINAL MAP ANO REOEOICA TEO AS RIGHT-OF-WAY EASEMENT TO BE QUITCLAIMED EASEMENT TO REMAIN EASEMENT TO BE QUITCLAIMED • EASEMENT TO BE QUITCLAIMED EASEMENT TO REMAJN EASEMENT TO REMAIN TOPOGRAPHIC AND ENCUMBRANCE MAP LINE TABLE LINE LENGTH L1 66.6' L2 160.2' LJ 60.8' L4 91.J' L5 98.0' L6 46.2' L7 9ZJ' LB 180.9' L9 17. 1' LIO 32.5' LIi 24.9' L12 67.8' LIJ 126.7' BEARING N54 '46'26"E N70'36'15"E N5J'52'54"E N11'37'/5"E N71"07'J6"W N2WJ2'25"W NB9"56'JO"E N51'J5'46"E N80'07'10"E NB2"11'J4"E N28'20'57"E N6J"50'07"E N84"51'40"E .:.. PORllONS IN £XCESS OF THE R£QU/REO RIGHT-OF-WAY FOR HAYMAR DRIVE SHALL 8£ CONVEYED TO PROPERTY OYMER VIA SEPARATE ACTION. PARCEL OF LANO RELINQUISHED TO THE CITY OF CARLSBAD PER FILE/PACE NO. 53001, RECORDED MARCH 29, 1968, 0£SIGNA TEO AS PARCELS I AND 2 OF STATE HIGHWAY MAP NO. 86 (RELINQUISHMENT MAP NO. 15091) CITY OF CARLSBAD PROPERTY RIGHT-OF-WAY TO 8£ OED/CA TED BY THE CITY. PORTIONS IN EXCESS OF THE REQUIRED RIGHT-OF-WAY SHALL REMAIN CITY PROPERTY. PARCEL OF LANO RELINQU/SH£D TO THE CITY OF CARLSBAD PER FILE/PAGE N0.53001, RECORDED MARCH 29, 1968, DESIGNATED AS PARCELS I ANO 2 OF STATE HIGHWAY MAP NO. 86 (RELINQUISHMENT MAP NO. 15091) N ER ft!IS 597 "" ~ ...,_..:.~ • .J • =9~ , .. ~ >~~~-~' 't~.... ·"-~-- %>,~:::C:::·;;; ~ '>jr-· _...-.,,; ... --. ~~ '1"~'-f'..-V ./<:~~;. ... d~ ----.."'.:;:i0"~~/"'c,~ ~ . --._-....___ ---....... \h , ... _f,Jf~_....~--~-~ _____ .....,____, ..... :.;:_-......;:, .....::::__~~~ "~-;:::..,---- () -~-e,RQf '-..;.B ~ ) ( -' _:::_.--:;;;, V . f~---::; \ .,c-\ t"I --• -t:-I ~.-\ \ -..... ~ ' . . . . !€ ~ -:..-:;;~. t~ \ .,,_.,.. L -:,,.0,, • -a.~~::~·;:ej·i'~r;g:l:~,u, .., • ,. --"' "' "' ""I "' -----••I ~ I I I I ,!._ I --~ ~ 0,1 ~ "' 'i' -<>· I 8 I I I . ~ "' "' "' "' vi ----<::, . 8 8 ~ 8 8 fJ ., ~ ~ ~ ~ ~ "· c.., . ..,. N -. ' -8 I "' ";J- "" oj .. ~ ,11 ~ § -~ ~ ~ c;; "< ~ &l ~ s al al ,. SHEET 10 OF 14 I I I ' I ' \i , .. ~ (") 0 -I 0 ~ . ..., ~ ~ I ' ,1:1,. 2 r PROPOSED FINISH[D GRAD[ LOT 2 PROPOSED R[DWOOD HEADE:R ~ I L ; I VIEW FENCE 100' BIO BUFFER HMP i !Q Q ~ I:'.? LOT12 :il :::, PROPOSED FINISHED GRADE EXISTING BROW DITCH TO R[MAJN TEMPORARY ENVIRONMENTAL FENCE [ EXISTING GROUND BOTTOM OF BASIN EXISTING GROUND ------------.. SECTION A-A (SHEET 3) NOT TO SCALE HMP -OPEN SPACE LOT14 O.S. LOT GJJ... ~G ~s:' Q. c§ EXISTING GROUND\ --------___ -- _ --PROPOSED _ --FINISHED GRADE ;;; 0 a: ~ STREET"A" ~ 8: PROPOSED ------ PROPOSED FINISHED GRADE\ ?) ---- PROPOSED REDWOOD HEADER - ~.:.. I L 2.00' FINISHED GRADE\ SECTION C-C (SHEET 6) ~ tJ ~ ~ ::, ll1 g 2 \!} "'lo Bi I"-- ! I~ TEMPORARY a ~ ENVIRONMENTAL ~ FENCE '-, 10.00' SETBACK - NOT TO SCALE PROPOSED PROPOSED REDWOOD HEADER FINISHED GRADE\ 7.0 6.00' ------TRAIL _.,.... \EXISTING GROUNO SECTION E-E (SHEET 6) NOT TO SCALE W 0 0 <( -CD V) VJ z ....I ~I~ 0 LL I LL 0 0 ~~ ------ Fife NumP.: P: \2468.20\[111Jr\0WG\jlans\Subslant1ul Conformance Rev11lw\2468.20<XEll-04-SheeH1.d'Nq, Dute Suvel} lent: 2/19/2015 3. 54 2J AM, P!o/fod L,nt 2/19/2015 8· 54: 35 AM -)... Lu 15' ~ ~ § h. C, C, 0:, ..J LOT15 Q. I~ I~ -"C::r-- ---------l EXISTING GROUND -------------- If h. §§ C) '-' )... §§ Bl I~ vi ---c:c:r LOT 6 HOA LOT PARK-N-RIDE I EXISTING 10' K£YSTONE RETAINING WALL TO REMAIN, FILL TO BE PLACED UP AGAINST fXISTING RETAINING WALL AND 4' TO BE E:XPOSED. /EXISTING GROUND PROPOSED FINISHED GRADE~ LOT3 EXISTING GROUND PROPOSED 4' RETAINING WALL\ EXISTING GROUND\ \ PROPOSED FINISHED GRADE~ i --_ SECTION D-D (SHEET 3) NOT TO SCALE SECTION 8-8 (SHEET 4) / / / NOT TO SCALE --..__ --._/EXISTING GROUND ------------ PROPOSED FINISH[D GRADE PROPOSED 4' MISSION SPLIT FACE RETAINING WALL:\ LOT 2 ~ --~ V) --I ~ J.. I ~ "' ~ "' "' I I J., C) ~ ~ -C, ~ ~ ~ 2§ 2§ "" Q --C) I C, -; "' I ~ "' d ~~ <: gJ Q &i .., ~ I ~ I C) - ~ "' Q "' -,!_ -I ~ ~ "' Q "JI. -Q -~ § ci )... 0:, V ,. I ~ I "· I "'' fl J, "'' ~.- ' SHEET 11 OF 14 \ : -1. C') i -I, -i 10 -I, .... -I, -I, I .i:.~ ' r-----------------------------------------=--_i_ 287'-6" BB~ (Measured along "STREET 8 11 Line) EB s1'-o" 174'-o" 62'-6" ---------------- -I ------------- , ..................... ••'i/a=,====r===""'1==,,;,!:!1!:!~=======================================d .,, .,, "" ~ ~ I_.,.,,,,,,,, --------------' -r . ~::tc:;;==::::tJ===rr==J'ij .,, .,. --------------:::-"G:~t ',,, .____Y:p===l===ll::::==::::::ll::::==::::::ll===i'==='===1===1===1===~=&LJtc=ti::=~=ti::====ic.,,=.,,:=----;:::;#-_tl"i'2:':: ------------- II \I ' ' ' .,, r 8+00 I I 8+00 " \I ' -.,, .,, .,, /I >-11 \\ F' 1 5 0 '± .,, .,, .,, 11 11 Ab U t 1 --No Work Zone _____ .,,.,,-11 " Stee I Pi I es, Typ Approx OG a I ong ~:'i~----------WSE ----------------------------.,,.,,r'-'7 Abut 4 r i ght edge of deck 11 11 11-rr II 11 II 11 9+00 Pier 2 Top of Slope~ '\ Toe of Slope----s,----------k I I - ' I 9+00 II II 10+00 Pier 3 ELEVATION 1"=20' 1 50'+ No Work Zone 0 -1- Cf) -'L (' ·-> (I) (I) I 0 L I ' Optional Sidewalk Overlooks, Typ I C u~ (I) ::J co I ' ' I I I 10+00 11 +00 ---Top of SI ope J Toe of Slope I I 11 +00 ' I FG R/W v--Cf. "STREET B II R/W I 30'-0" 30'-0" I I 46'-o" I 23'-o" 23'-0" 5 ' -0 11 5 ' -O" 5 '-0" s ' -o" 1 ' -o" 1 Z'-0" 12'-o" 1 ' -o" ~ ~--ll--..J,L--_J....-L---'--:'-----'--L..,..J--1-_c_.J.___~-pc;ps Concrete Bulb-Tee Girder r- ~------ r~-----------------------------i7 I I L ,1--7, --n--T"I--7, --rr--n--7 ,--rr--Ti~ Steel Pi I es, Typ Nil II II II II II II II ii I I 11 I I 11 11 11 11 11 11 11 11 I I I 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 II II II II II II II II II II II 11 11 II 11 11 11 11 11 11 TYPICAL SECTION 1"=10' UTILITIES G)-Dry Utilities ®-1Z"Water (2nd line if needed) G) 6 11 Rec I aimed Water ©-12" Sewer in 1811 casing CITY OF OCEANSIDE ENGINEERING DEPARTMENT PLANS FOR QUARRY CREEK BRIDGE PLANNING PLAN CITY APPROVED CHANGES ,--.,....--------...------BENCH MARK~ NO. DESCRIPTION APPROVED BY DATE STUDY j APPROVED 1"=20' DESCRIPTION: ___________________ _ T■v■LININTERNATIONAL LOCATION, ____________________ _ ENGINEER OF WORK U1t.Clt£D IIY DRAWN BY 404 CAMINO DEL RIO SOUTH, SUITE 700, SAN DIEGO, CA. 92108 1&19) 692~1920 www.tylln.com RECORD FROM, __________________ _ ELEV, ____________ DATUM, R,C,E, J,,al'!IOVAL ll4TE . hie Name: P:\2468\ENGR\_PLANS\rM\2·168TMl2,dw9, Dale 'StJ'led last: 12/Y/2013 J:08:19 PM, Plotted Last 12//0/2013 4:32:45 P/,1 /I ·I !, " EXACT LOCATION 0 ACCESS LOCA TIONi [UTURE UTILITY AND SITE PLANNING PHAsl BE DETERMINED IN CONCEPTUAL SEC AND BUS Ro&~ARY ACCESS EXHIBIT N t J20 GRAPHICAL SCiJ.£ SCALE: 1• = 160' 0 --~ ~ --"' ... I I I I -_, -'ii <c ,!_ ' "' "' ~ ~: d, I -~ ~ I I ' -c:, ~ ~· -C, i;J i;J i;J i;J i;J ,·. ~ ,,, ' "-.. tj "( Q tj tj tj ·(j (:)I ., ' 8 ~ .. 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