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HomeMy WebLinkAboutDWG 529-9B; CT 16-07; MARJA ACRES; 01-50MARJA ACRESHOWES WEILER LANDYPLANNING & ENGINEERINGTel. 760.929.2288 Fax. 760.929.22872888 LOKER AVENUE EAST SUITE 217CARLSBAD, CA 92010Know what'sbelow.before you dig.CallRPROJECTSITE39SPLAN 4FF 85.75PAD 85.0TITLE SHEET9/12/202211/22/22MBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023 REC. AREA 2 RECAREA 9REC.AREA 7REC. AREALOT 8REC.AREA 5REC.AREA 6REC. AREA 1 RECAREA 3 RECAREA 4LOT 13(SLOPE & RECREATION)Know what'sR101112131415161817192021222324252628293027SECTION E -ESECTION C-CPROPOSED 58' PRIVATE STREET C-CGARDEN HILL LOOPPROPOSED PRIVATE ENTRY STREET WEST A-AGARDEN HILL LOOPPROPOSED 56' PRIVATE STREET D-DGARDEN HILL LOOPPROPOSED PRIVATE ENTRY STREET EAST B-BGARDEN HILL LOOPLOT LINELOT LINELOT LINELOT LINELOT LINELOT LINEPROPOSED PRIVATE DRIVE AISLE E-E56784373847LOT LINELOT LINE9MBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/202310' 4.5' 5.0' <.·7 2% -~"''·· -~.... I SIDEWALK R CURB & GUTTER PROP. SUB-GRADE PER DWG 529-9A 10' .35' 21' 4"RW 8"SEWER .34' 20' 70' PR/VA TE STREET .35' 8' M DIAN 21' 10' 5.0' 4.5' -SCALE= NTS 68' PR/VA TE STREET .34' 8' MEDIAN 20' 10' ~ L 2% ,, -;;_ ,, SIDEWALK LL(£_. -<-,A-'j',t1~: - - - - -_7:' .:.~fft ~ -----~/~:-5' L·-~-1l :UR~ :ID:::T~: 4.5' 5.0' <.·; 2% -A••• ~ ,•,.._ CURB & GUTTER_] PROP. SUB-GRADE 11, 8' 11' 6" MIN. (TYP) PER DWG 529-9A 4" PVC WATER 4"RW 4" PVC WATER 8" SEWER SCALE= NTS 58' PR/VA TE STREET 29' 29' 10' 7' 12' 12' 7' 10' 4_5, 5_0, PARKING PARKING 5_0, 4_5, <.·7 I I I I I I I I I I KEY MAP LEGEND PROPERTY BOUNDARY •..••••••••••••....••. ---Ir.--2% % -:-::::\~ ~ 2% . SHEET BORDER •••••••••••••••••••••••••••••• SIDEWALK ~fl :rw ~~\:: -~ ~~ SIDEWALK PLAN SET & NUMBER •••••••••••••••••••••• rn CURB & GUTTER_; . , , . -1 --MIN. MIN -5' L CURB & GUTTER 9 11 I .3' 6" MIN. (TYP) PROP. SUB-GRADE PER DWG 529-9A 4" PVC WATER 8" PVC FIRE WATER 8" PVC SEWER STORM DRAIN 8' 2% -CURB & GUTTER PROP. SUB-GRADE PER DWG 529-9A STORM DRAIN 4"RW 28' 7' PARKING IMPROVEMENTS PER DWG 529-9C SCALE = NTS 56' PR/VA TE STREET 12' 12' 1' I-2% 28' 7' 1 o' PARKING 5.0' 4.5' 2% , :-,_ , SIDEWALK ~~~/2.a'~=:i;;':::-;::~~::';;~~.3.5 ~-~·~ CURB & GUTTER 4' I 6' 11' MIN. l--'---l--~ 1-6" MIN. (TYP) 4"RW 8"PVC SEWER SCALE = NTS NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 4" PVC WATER 8" PVC FIRE WATER NOTES .3' 24' PR/VA TE DRIVE 3' 4" AC PAVEMENT I I 12" BASE COURSE 6" ROLLED CURB & GUTTER PR/VA TE 8" PVC SDR-.35 SWR MAIN OR C-900 FOR DEPTHS GREATER THAN 15' AMARANTH LANE, CHAMOMILE LANE, FREES/A WAY, NETTLE WAY, PETAL WAY, SWEET PEA LANE, O" CURB 2% .3.5' MIN. PR/VA TE PVC SDR-.35 SEWER LATERAL C/0 1.0' MIN PR/VA TE 8" PVC C-900 FIRE MAIN PR/VA TE 4" PVC C-900 WATER MAIN PER PLAN SCALE= NTS BLOSSOM WAY, BOUQUET WAY, CORNFLOWER LANE, DELPHINIUM LANE, HARVEST WAY, HYDRANGEA LANE, NIGELLA WAY, PARSLEY LANE, QUINCE WA Y, RED BUD LANE, THISTLE WAY. CALENDULA LANE, ELDERBERRY LANE, LUPINE WAY, PEONY WAY, SPIREA WAY, NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCA T/ON OF ALL DRY UTILITIES. below. Call before you dig. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS ABBREVIATIONS AB AGGREGATE BASE AC ASPHALTIC CONCRETE AH ACCESSS HOLE AVA AIR VACUUM ASSEMBLY BC BEGIN CURVE BF BACKFLOW ASSEMBLY BO BLOW-OFF aw BOTTOM WALL GRADE CB CATCH BASIN CE CONCRETE EDGE Cl CURB INLET co CLEANOUT CONG. CONCRETE DWG DRAWING DWY DRIVEWAY EA EACH KEY MAP □□□ t--1 -----,~ SCALE 1" = 100' SCALE: 1'' = 1--1 100' 100 50 0 100 200 SHEET INDEX 1 TITLE SHEET. VICINITY MAP, NOTES, LEGEND 2 KEY MAP & NOTES .3 DETAILS, ADDITIONAL NOTES & SECTIONS 4-30 PRECISE GRADING PLANS 31-36 SEWER PLAN & PROFILE 37 ON-SITE PARKING EXHIBIT 38 STRIPING AND SIGNAGE PLAN 39-46 PRIVATE IMPROVEMENT PLAN (SEE SHEET 40 FOR KEY MAP OF PR/VA TE ON-SITE IMPROVEMENT PLAN) RECYCLED WATER NOTES POINTS OF CONNECTION FOR RECYCLED WATER SERVICES ARE PER PR/VA TE ON-SITE IMPROVEMENT PLAN SHEETS 39-46 HOPE HIGH-DENSITY POLYETHYLENE PIV POST IND/CA TOR VAL VE HP HIGH POINT PSD PR/VA TE STORM DRAIN IE INVERT ELEVATION PVC POLYVINYL CHLORIDE (PIPE) LAT LATERAL PVT PRIVATE LF LINEAR FEET RCP REINFORCED CONCRETE PIPE MB MAILBOX RET RETAINING 300 MOD MODIFIED RPBP REDUCED PRESSURE BACKFLOW PREVENTER PCC EC EP ESMT FF FG FH FL FM PORTLAND CONCRETE CEMENT END CURVE EDGE OF PAVEMENT EASEMENT FINISH FLOOR FINISH GRADE FIRE HYDRANT FLOWLINE FORCE MAIN OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ss SANITARY SEWER SB SUBDRAIN SD STORM DRAIN SF SQUARE FEET SL SEWER LATERAL TC TOP FACE OF CURB TW TOP WALL WTR WATER WM WATER METER DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SPECIAL NOTES 1. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED GRADING AND IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT . 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FORM THAT SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. .3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 4. STORM DRAIN PIPES SHALL BE H.D.P.E. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THEN 15 FEET AND BACKFILLED WITH .3/4" ROCK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM STANDARD .30.34 FOR SOR .35 SOLID WALL PIPE. 5. THE SOILS REPORT TITLED SUPPLEMENTAL GEO TECHNICAL INVEST/GA TION AND REVIEW OF 40-SCALE GRADING PLAN FOR PROPOSED MARJA ACRES MIXED USE DEVELOPMENTT DA TED, JULY 26. 2021 , PREPARED BY NMG GEOTECHNICAL. SHALL BE CONSIDERED AS PART OF THIS PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS IN SAID SOILS REPORT. SPECIAL IMSPECTION NOTES 1. THE OWNER OR REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS OWNER'S AGENT SHALL EMPLOY ONE OR MORE AGENCIES TO PERFORM INSPECTIONS OF THE PR/VA TE SEWER AND WATER SYSTEMS DURING CONSTRUCTION. 2. ENGINEER OF RESPONSIBLE CHARGE SHALL SUBMIT A CERT/FICA TION LETTER, STAMPED AND SIGNED THAT THE PR/VA TE WATER AND PRIVATE SEWER WERE INSTALLED PER PLAN AND IN ACCORDANCE WITH THE LATEST CALIFORNIA PLUMBING CODE ADOPTED BY THE CITY OF CARLSBAD. "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 6 DA lE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: GR2021-0019 APPROVED: r.,,.. e,,,,.,,,,,,a ~,. ENGINEERING DWN BY: ML MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 KEY MAP & SECTIONS CDP 16-33 SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE CHKD BY: __ _ PROJECT NO. CT 16-07 I DRAWING NO. 529-9B RVWD BY: ~-------~ Know what'sRTYP. SECTIONRIBBON GUTTERTYP. SECTIONZERO CURBTYP. SECTIONSTORM DRAININLET @ CURB BACKALT. SECTION '1'STORM DRAININLET @ CURB BACKALT. SECTION '2'STORM DRAININLET @ BACK OF CURBTYP. DETAIL - TRANSITION OF AISLESLANTED CURB TO PRIVATE STREET AISLE APRONTYP. DETAILGRADING BETWEEN UNITSMODIFIED 0" CURB & GUTTER TOROLLED CURB TRANSITIONMODIFIED 0" CURB & GUTTER TO6" CURB & GUTTER TRANSITIONMODIFIED 0" CURB TO6" CURB TRANSITIONDECORATIVE PAVEMENT SECTIONTYP. DETAILEXTRA DEPTH FOOTINGTYP. DETAILDEEPENED CONCRETE SIDEWALK EDGETYP. DETAILSTEM WALL DETAIL4"/6" ATRIUM DRAIN WITH RISER (PVT)ACCESSIBLE PARKING DETAILSMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023TC [L[V. PER PLAN L--ft-~f ROLLED CURB--,, P[R STD. D WG. G-4A' TYP[ B R=1/2" I r 12" l I 6" 6" R=1/2" L\<1 ~ A 1 Q" I SCAL[ = 1: 1 r"T--Tc [L[V. P[R PLAN SCAL[ = NTS GRAD[ BR[AK~ // 2% '> ~t'. ''. -/ ""!= / w / D.. A/SL[ RIBBON GUTT[R-~ ,Q, ..... BUILDING LIN[ 6"MIN. FF [L[V. PAD [L[V. ,,..._-...__,t-"t1----o[CORA TIV[ .>t--+-''--L.L,-,L~'-="'"'-,,,LJ.~.-'--1-L PAV[M[NT :IT.IL.· · •. • · • PER S[[ D[TAIL B[LOW . 4 4. PLAN_ 4 <1 . 4"'4 .. -~~/-.: ;---•. ~.-. ~ •• ~.-.• -.. -.~-.. -~ .. •-_·: .. . .. <1 ... ,, • 6' MIN. 1''MIN. F[NC[ P[R LANDSCAP[ PLAN 2% MIN. -.. ii;//~ii; £IB.._ PLAN SCAL[ = 1"=10' VARIES 18' TO 20' SIDEWALK I I I 2% MAX. 'J:·\ 6' MIN. 1 "MIN. .• PR/VA TE sm[[T A/SL[ APRON BUILDING LIN[ 6"MIN. FF [L[V. PAD [L[V. MIN. @ VAN PARKING PARKING ONLY MINIMUM FINE $250 g' MIN. NOTE: ACCESSIBLE SIGN PER DETAIL BELOW '--l+---1---PRECAST CONCRETE z ::;c OC) WHEEL STOP @ ACCESSIBLE SPACES SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1 / 4 INCH PER FOOT IN ANY DIRECTION. STAINLESS STEEL FASTENERS. ~-WHITE LETTERS & SYMBOL ON BLUE BACKGROUND REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL (MINIMUM 70 SQ. IN. SIGN) '---1/2" RADIUS (TYP.) _____ VAN ACCESSIBLEt----ADDITIONAL SIGN AT VAN ACCESSIBLE PARKING 6" CURB & GUTT[R P[R STD. DWG. G-4A' TYP[ B 6'• TC [L[V. ~ 'r-0 PER PLAN (__ ,1 /'-6"CURB P[R STD. DWG. G-1 AC/BAS[~-4 j0\1'115 1.J"l'lt-1:,l)Gt-1-11:-1) I" r,.l)\\.JS ~~"ttsr' ~ rt '}, SCAL[ = NTS FS ELEV pER PLAN ~-< SCAL[ = NTS 3.0' TC [L[V. P[R PLAN JOIN TS Fl LLED WI TH POLYMER SAND AND SEALED ADJACENT CURB AND GUTTER PER PLAN OPEN GRADED BASE: ASTM NO. 57 AGGREGATE; THICKNESS PER SOILS REPORT SCAL[ = 1"=5' SCAL[ = NTS 4" ATRIUM GRATE NDS 75 OR 6' ATRIUM GRATE NDS #80, SIZE PER PLAN, COLOR: BLACK (UTILIZE IN LANDSCAPE AREAS ONLY) FINISH GRADE 1.5' 3/8" TYP. 1/2" l ~-,AC/BAS[ FLOW LINE ELEV PER PLAN PRECAST CONCRETE PAVER ADJACENT CURB AND GUTTER PER PLAN LEVELING BASE: ASTM B GRAD A llON 1" THICK LAYER GEO-TEXTILE FABRIC PER THIS PLAN SET (TG) ELEV PER PLAN SURFACE FINISH & COLOR PER LANDSCAPE PLAN 1% MIN RISER SIZE E UALS LARGEST PIPE SIZE y SLOPE PER PLAN 'o I r---CONCR[TE SHALi.: 8[ 560-C-3250 '---~-#3 BARS @ 12" O.C. [ACH WAY \ PVC PIPE -SIZE PER PLAN @ LEGEND ON PLANS below. Call before you dig. SCAL[ = 1: 1 NOTE CONTRACTOR TO V[R/FY TH[ [XACT LOCATION OF [X/STING UTILITl[S IN TH[ F/[LD PRIOR TO CONSTRUCTION. NOTE!! [L[CTRONIC DA TA F/L[S AR[ FOR R[F[R[NC[ ONLY AR[ NOT TO 8[ US[D FOR HORIZONTAL OR V[RTJCAL SLJRV[Y CONTROL. SCAL[ = NTS NOTES 1 LANDSCAPE PLAN FOR ALL S/D[WALKS, STOOPS, [NTR/[S & F[NC[S. 2 S[E DRY UTILITY PLAN FOR LOCA T/ON OF ALL DRY UTILIT/[S. 3 SE[ LIGHTING PLAN BY [L[CTRICAL [NG/N[[R FOR ALL LIGHTING. 4 S[[ SH[[TS 39-45 FOR STR[[T AND UTILITY IMPROV[M[NTS BENCHMARK D[SCRIPTION: PT. NO. 110 (CLSB-110) R[CORO OF SLJRV[Y NO. 17271 LOCATION: W[LL MONUM[NT STAMP[D "CLSB-110 L.S. 6215" IN NORTH[AST SHOULO[R OF [L CAMINO R[AL ±1/2 MIL[ NORTHW[ST OF CANNON ROAD AND ±50 F[[T NORTHW[ST OF PAC-B[LL MANHOL[ R[CORD[D: F[BRUARY 2, 2002 [L[VA TION: ___ f..Llt!L_____ DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68'02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 [ 6238770.130 [ 6236636. 005 4" 4'-5" SPACES ONLY ~---1 1/4" GALV. SCHD. 40 STL. PIPE W/CAP FINISH SURFACE NOTE: SIGNS IDENTIFYING ACCESSIBLE PARKING SPACES SHALL BE VISIBLE FROM EACH PARKING SPACE THEY SERVE AND SHALL BE PERMANENTLY POSTED IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. NOTES: 1. ALL SllROKES TO BE 4" WIDE. 2. PROVIDE TWO COATS OF PAINT. 3. BLUE BACKGROUND WITH WHITE SYMBOL. 4. LOCATE SYMBOL AT CENTER OF STALL WHERE SHOWN ON SITE PLAN. 5. ONE SYMBOL FOR EACH HANDICAP PARKING SPACE. 4" NOT TO SCALE OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 WOOD FRAMING 6" MIN. TO HARDSCAPE 8" MIN. TO SOFTSCAPE ' ', "-:<."<:1/· STEM WALL HEIGHT PER PLAN MIN=0.5' 2.0% MAX FINISH FLOOR FINISH SURFACE AT SIDEWALK WATERPROOFING PER '-, , ARCHITECTURAL PLAN 4 ,"-._ 'y} FF PER PLAN DEPTH AS CALLED OUT ON PLAN SCAL[ = NTS • FORMED SURFACE ORIGINAL GRADE _ _,___ FINISH GRADE DEPTH OF FOOTING PER GEOTECHNICAL REPORT OR PER STRUCTURAL PLAN, WHICHEVER IS DEEPER SIDEWALK 12" DEEPENED CONCRETE EDGE ~ A PER PLAN ~~~ ~~ ;,\:_ /»» SCALE= NTS FS PER PLAN 520 C-2500 CONCRETE •• SCAL[ = NTS TG PER PLAN FINISH GRADE PER PLAN 12"X 12 BROOKS 1212 CB OR [QUAL OR [QUAL WITH TRAFr/C RA T[D GRATE DRAIN 4" HOP[ STORM ..\.· ~ ,-/fq_v'<' 0{!; q_ 12"X 12 BROOKS, __ OR [QUAL TRAFFIC RA TEO GRAT[ 12"x 12 x12" THICK-~-C-3200 PCC COLLAR 4" HOP[ STORM DRAIN FL [L[V. UJ "' ::J ~ ::, 0 n LI., 4 ..\.-~ ,-/f q_--.,'<' 0{!; q_ SCAL[ = 1: 1 • <I 4" HOP[ STORM DRAIN P[R PLAN 12"X 12 BROOKS 1212 CB OR [QUAL OR [QUAL WITH TRAFFIC RA TED GRAT[ 4" HOP[ STORM DRAIN FL [L[V. P[R PLAN SCAL[ = 1: 1 2% -4 4" HOP[ STORM DRAIN SCAL[ = 1: 1 "AS Q" CURB 2% -4" HOP[ STORM DRAIN O" CURB 2% -O" CURB 2% -BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE i-------1--+-----------l---l-----l----l------l I SH3EET I CITY OF CARLS BAD ~ ENGINEERING DEPARTMENT ~ ~P~R~E~C;:IS~E~GR~A=D;:I::::N~G::::P~LA~N:=S:::::::F:=OR;::::::::::::::::::::::::=::::::===:'-'===~ DATE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 DETAILS & SECTIONS APPROVED: J,"-;NfE~l~~"t~AGER DWN BY: ML CHKD BY: __ _ RVWD BY: SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B 11+0012+00Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023'---... -w ---. ---~G.-..__ __ ~ --_.----G -CONSTRUCTION NOTES: -,.. ___ _/ --...--R'" ....--=-• .----.____ ....-(PRIVATE) . 4. . . ... , . ---------' ' . rG I A'r>·O . \ ,, /· / I I ' 0 rG t,'r>·o \ . I ) LIMITS OF 50' RIPARIAN \ BUFFER \ \ -I I I I '\ \ I I I I I . l'G I A'r>·'l-' . LIMITS OF 50' RIPARIAN'\/, BUFFER · ' I -------w-:--·G~ -· ------'• ~ ---------w--~(?-----------w ----------NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ----NOTES --------w-----tJ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. below. VERTICAL suRVEY coNTRoL. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS Call before you dig. -------s-__ RW--_ ___ ....---S; .._,_ 7 RW--~,.,,... _ 5 1 n ....---R-_(])CONSTRUCT 6"-0" CURB TRANSITION PER DETAIL ON SHEET 3 -~ 4-...::2.c. ...-...--==:. -s-...-...-@ACCESSIBLE ADA ROUTE OF TRA \/EL --a---G-'/---------------,:_s --s-@CONSTRUCT RIBBON GUTTER PER DETAIL SHEET 3 ~ .__ -G-.-----.: --s --==w-==-------G--,~~ CA_M...-INO --~~~z!;:~~; ~?.:c;~~:::::~v::~2:D::~EG;;URSE -REAL -a-_ @coNSTRUCT o· CURB ONLY PER DETAIL SHEET 3 ::..:-.--::..,.::::..__W--@CONSTRUCT 6" CURB ONLY PER SDRSD G-1 ---w-__ @CONSTRUCT 12"x12" STORM DRAIN CATCHBASIN -w---_ 32 CONSTRUCT 18"x18" STORM DRAIN CATCHBASIN @)SEWER MANHOLE PER CARLSBAD STD DWG S-1 .. ..__ @CONSTRUCT TRUNCATED DOMES PER SDRSD G-30 ···-------"""'=---@)CONSTRUCT PVC STORMDRAIN PIPE, SIZE PER PLAN -------------c::::J CURB NO. DELTA/BRG L24 N14" 53' 12"E L27 S75' 06' 47"E C9 ,1=90·00·00" L28 N14' 53' 12"E L29 575· 07' 25"E L30 S14' 53' 12"W C10 ,1=90·00·00" L31 S75" 06' 47"E L32 S14' 53' 12"W SEE SHEETS DATA RADIUS LENGTH REMARKS 54.00' 6" TYPE G-1, CURB 15.00' 6" TYPE G-1, CURB 2.0' 3. 14' 6" TYPE G-1, CURB 2.00' 6" TYPE G-1, CURB 42.04' 6" TYPE G-1, CURB 2.00' 6" TYPE G-1, CURB 12.0· 3.14' 6" TYPE G-1, CURB 17.00' 6" TYPE G-1, CURB 26.00' 6" TYPE G-1, CURB 0 * PRIVATE STORM DRAIN DATA NO. LENGTH BEARINGS SLOPE DESC. L4 56.52' N52" 13' 24"W 1.0% 12"HOPE L5 13.40' S14' 29' 59"E 0.7% 12"HDPE • PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY I 1" METER PER DWG 529-9 SCALE: 1" = 10· 1--1 10 20 INSPECTOR DATE DATE J ;JC 60. 30 l---+--+------------+---+---+-f--f----llsH4EETl.c_r_T_Y_o_F_c_A_R_1_s_B_A_D~~6 _ ENGINEERING DEPARTMENT ~ SEE SPECIAL INSPECTION NOTE ON SHEET 2 OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES GR2021-0019 GRADING PLAN PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r...., e_,,.a~,. ANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023fG ,.:o-'l-' LIMITS OF 50' RIPARIAN'\/, BUFFER · L I ( I I I I I I I I c=> )~) '@§ 00 I □ "iP ~ "ij= □ [F::b I I I I ( ~ ~\\ □ / ~' @-., /EE: • · KEYSTONE RETAINING WALL PER NO. 529-9A -------( 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 ' ---/ ,,-LIMITS OF 50' RIPARIAN~ BUFFER . j I . I I I I I I I \ ,_ I ' \ \ \ ',, ,1 ' ' ' ' ' ' . ,, I G : I II NOTE 6 1.5% L13 CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. VERTICAL suRVEY coNTRoL. Call before you dig. 60.04 TC 59.54 FS I C18 I ----+--<O I st--" ~I I I t--59.13 TC +-----C4 59.86 TC 59.36 FS• I NOTES ' 59.63 TC 59.13 FL 0.9% I 58.63 FL L42 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS 2.7% ----~, ----L9 c::::J SEE SHEET 6 CURB DATA NO. I DELTA/BRG I RADIUS I LENGTH I REMARKS DATA TABLE TO LARGE FOR SHEET OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 SEE SPECIAL INSPECTION NOTE ON SHEET 2 CONSTRUCT/ON NOTES: @MODIFIED TYPE C CURB RAMP PER SDRSO G-29 @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT RIBBON GUTTER PER DETAIL SHEET 3 @ CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @)CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @SEWER MANHOLE PER CARLSBAD STD DWG S-1 @)IRRIGATION SUB-METER, SEE LANDSCAPE PLANS @CONSTRUCT FIRE HYDRANT ASSEMBLY PER CALSBAD STD DWG W-12 @)CONSTRUCT TRUNCATED DOMES PER SDRSD G-30 \ SCALE: 1" = 10· >--I____,~ 1--1 10 5 0 10 20 30 "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE >-----+--+-------------+----+---+-f--f------llsH5EETl.c_r_T_Y_o_F_c_A_R_L_s_B_A_D~~6 _ ENGINEERING DEPARTMENT ~ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: r.,.., e...,..,tt 1c~ ' GRADING PLAN SOP 2D1B-0001 JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 I DRAWING NO. 529-9B ~-------~ 11+00Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023I (/) -/-G-_____ , -G-L 7 _::::--s=;-s---s-_ ~-Rw-_ I -~ I --s-_1 J ----G---'t-G-------1--G-- --==-----=._s_.,, = f ---G-.,,,.,.......-"-I ---G (/) - ----G-LL. --(/) ---r-G---G 1--f--i-f---{ ___ -------:::::::_ 0 (/) '-..,~;<-..J ' I r ~~~-NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR c::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L77 S84' 06' 51"E 72.00' 6" TYPE G-2 C&G L78 N05' 53' OB"E 17.01' 6" TYPE G-1 CURB C31 t.=90'20'44" 2.0' 3.15' 6" TYPE G-1 CURB L79 S83' 46' 07"E 19.24' 6" TYPE G-1 CURB LBO N06' 07' OB"E 26.54' 6" TYPE G-1 CURB L81 NB3' 52' 51"W 17.0' 6" TYPE G-1 CURB C32 t.=90'00'00" 2.0' 3.14' 6" TYPE G-1 CURB LB2 N06' 07' OB"E 3.00' 6" TYPE G-1 CURB C33 t.=90'00'00" 2.0' 3.14' 6" TYPE G-1 CURB LBJ SBJ' 52' 51 "E 17.00' 6" TYPE G-1 CURB Ll31 SB4' 06' 5/"E 99.42' 6" TYPE G-1 CURB C53 t.=89'46'00" 5.0' 7.83' 6" TYPE G-1 CURB NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. below. VERTICAL suRVEY coNTRoL. Call before you dig. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS R~ __::__ ---1-RW-----Rw--,.,,-_ ----_.,, _.,, _.,, r r rw-,.,,,,, _.,, RW-----,RW-----RW-----T 1-I --=-==---// __ --s--_.,, RW---------Rw-/------RW----------RW-------RW-------L.__RI/(_____ --=--:=--=_--s---s---:EL CAMINO REAL l I -----G------.-,5 G---G---G-=-G---G---{PUBLIC} = r--i---=-s-~ -s=--_ _ ----;::: ___ ~ ----,,,~:-~ -G---G---G----C-=+-01---0----G----G----G----G--------;?_.,,~_ EXISTING KEYSTONE WALL PER DWG. 529-9A EX. GROUND • ---P/L ·--~-~..,..,.,...,./ -------VARIES 2.5' r .• <( . : .. , : . : ' : SEE SHEET7 ~ -;,::.' VARIES 70.93 TC g g•I~ 70.43 FL s LL~ ii-.\ w,~'1-. EXISTING DRAINAGE DITCH PER DWG. 529-9A PROPOSED PARKING LOT FL PER PLAN R=2' 1.0% · 69.37 TC 68.87 FS I 11 I l 1.3% 70.51 TC 70.01 FS .J II _ \ SEE SPECIAL INSPECTION NOTE ON SHEET 2 69.67 TC 69.17 FS --DG 0SL ----------9.0' 6 f-1 ---j~ 10 5 0 L131 137 70.01 69.51 70.29 69.75 70.37 69.87 6 SCALE: 1" = 1 O' 1--1 10 20 CONSTRUCTION NOTES: @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @ CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @CONSTRUCT 18"x18" BROOKS BOX CURB DATA FOR SHEET 5 c::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS Cl t1= 72'31'25" 20.0' 25.31' 6" TYPE G-1, CURB C2 t.=10'38'40" 37.0' 6.87' 6" TYPE G-1, CURB L7 N75' 06' 47"W 22.71' 6" TYPE G-1, CURB CJ t.=09'00'00" 2.0' 3.14' 6" TYPE G-1, CURB LB s14· 53• 1o·w 15.00' 6" TYPE G-1, CURB L9 N75' 06' 47"W 58.40' 6" TYPE G-2, C&G LIO s14• 53• 12·w 50.16' 6" TYPE G-2, C&G LIi N75' 06' 47"W 15.00' 6" TYPE G-1, CURB C4 t.=09'00'00" 2.0' 3.14' 6" TYPE G-1, CURB Ll2 s14· 53• 12·w 4.00' 6" TYPE G-1, CURB Ll3 N75" 06' 47"W 26.00' 6" TYPE G-1, CURB L14 N14. 53' 12"E 4.000 6" TYPE G-1, CURB Ll5 N75' 06' 47"W 17.00' 6" TYPE G-1, CURB L16 N14' 53' 12"E 63.00' 6" TYPE G-1, CURB L17 575· 06' 47"E 15.00' 6" TYPE G-1, CURB C5 t.=09'00'00" 2.0' 3.14' 6" TYPE G-1, CURB LIB N/4' 53' 12"E 3.00' 6" TYPE G-1, CURB C6 t.=09'00'00" 2.0' 3.14' 6" TYPE G-1, CURB Ll9 N75' 06' 47"W 15.00' 6" TYPE G-1, CURB L20 N/4' 53' 12"E 63.00' 6" TYPE G-1, CURB L21 S75' 06' 47"E 15.00' 6" TYPE G-1, CURB Cl t.=09'00'00" 2.0' 3.14' 6" TYPE G-1, CURB L22 N14' 53' 12"E 3.00' 6" TYPE G-1, CURB CB t.=09'00'00" 2.0' 3.14' 6" TYPE G-1, CURB L23 N75' 06' 47"W 15.00' 6" TYPE G-1, CURB L33 S88' 39' 53"W 13.63' 6" TYPE G-1, CURB L34 S14' 53' 12"W 26.00' 6" TYPE G-1, CURB L35 N75' 06' 47"W 17.00' 6" TYPE G-1, CURB C/1 t.=09'00'00" 2.0' 3.14' 6" TYPE G-1, CURB L36 N/4' 53' 12"E 3.00' 6" TYPE G-1, CURB C/2 t.=09'00'00" 2.0' 3.14' 6" TYPE G-1, CURB L37 S75' 06' 47. "E 17.00' 6" TYPE G-1, CURB L38 s14• 53' 12·w 26.00' 6" TYPE G-1, CURB L40 N75' 06' 47"W 17.99' 6" TYPE G-1, CURB C/3 t.=09'52'46" 1.0' 1.58' 6" TYPE G-1, CURB C14 t1=89iJ7'14" 12.0' 18.66' 6" TYPE G-1, CURB L41 575· 06' 47"E 88.11' 6" TYPE G-1, CURB C/5 t.=56'02'12" 63.0' 61.61' 6 • TYPE G-2, C&G C/6 t.=09'00'00" 1.0' 1.57' 6 • TYPE G-2, C&G L42 N75' 06' 47"W 4.40' 6 • TYPE G-2, C&G L43 s14· 53• 12·w 3.46' 6 • TYPE G-2, C&G L44 575· 06' 47"E 16.0' 6" TYPE G-2, C&G C/7 ,1=09·00·00· 12.0' 31.71' 6" TYPE G-1, CURB L45 N75' 06' 47"W 7.41' 6" TYPE G-1, CURB GIB t1=09'02'QB" 2.0' 3.14' 6" TYPE G-1, CURB L46 N14' 55' 21"E 14.63' 6" TYPE G-1, CURB "AS BUILT" RCE __ _ EXP ____ _ DATE REVIEWED BY: 3o INSPECTOR DATE SECT/ONA-A SCALE: 1" = 10' >-----+--+-------------+---+---+-f--f-----llsH6EETl.c_r_T_Y_o_F_c_A_R_1_s_B_A_D~~6 _ ENGINEERING DEPARTMENT ~ OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA lE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES GR2021-0019 GRADING PLAN PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r.,,.. e,..,,_,,,a ~,. ANAGER RCE 63912 EXPIRES 9 30 24 DATE DWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 I DRAWING NO. 529-9B ~-------~ 12+0012+92Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023I I il b --"""'-'-'---""'i'" 61. 9 TW 59.8 FG . 59.0 TF -ot •· --~~---· _J :,~t-~:_:;._ • . . .. :: .-~: ·. ' '::J_;::.+------wli: __.-I :,.:,:_~--· .. _': . ··•-4 6 lr""--'~-l:c.S,0%'+-'. ---''-';ii;;i'-,1-,~ 64.67 FS F . ~ . . . .:i '·. ·p7 .o.9.,,.. ,. •. ·.·· • ~,,.o .. , ~ ....... z . . ;: .. : ' ,~, .. ,;, .. :,, .:.. . NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. VERTICAL suRVEY coNTRoL. Call before you dig. I 66.95 FS s 69.63 FS 69.5 FS 69.65 FS c:::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L47 S76" 13' 07.64"W 59.43' 6" TYPE G-1, CURB C/9 ,1=90·00·00· L48 N13' 46' 52"W L49 S31' 13' 07"W L50 N58' 46' 52"W L51 S/3' 46' 52"E C20 ,1=97'24'46" NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS 2.0' 3.14' 6" TYPE G-1, CURB 3.15' 6" TYPE G-1, CURB 5.00' 6" TYPE G-1, CURB 5.00' 6" TYPE G-1, CURB 16.88' 6" TYPE G-1, CURB 2.0· 3.40' 6" TYPE G-1, CURB c:::::J NO. L52 C21 L53 L54 L55 L56 C22 FF=69.67 PAD 69.0 CURB 69.63 FS DATA SEE SHEET6 MA. ,· (PRIVATE) DELTA/BRG RADIUS LENGTH REMARKS S83' 37' 53"W 3.80' 6" TYPE G-1, CURB ,1=90·00'00" 2.0' 3.14' 6" TYPE G-1, CURB N06" 22' 06"W 11. oo' 6" TYPE G-1, CURB N38" 37' 53"E 5.00' 6" TYPE G-1, CURB S51' 22' 06"E 5.00' 6" TYPE G-1, CURB N06' 22' 06"W 5.0' 17. 00' 6" TYPE G-1, CURB ,1=90·00'00" 2.0' 3.14' 6" TYPE G-1, CURB c:::::J NO. L58 C23 L60 L61 C24 C25 L62 L129 C52 L130 L137 L138 C51 L84 J4 J6 78 80 --------s~ . ,.: ·_,g, e:c--CURB DATA (PRIVATE) DELTA/BRG RADIUS LENGTH REMARKS N83' 37' 53"E 7.21' 6" TYPE G-1, CURB '1=95'01'59" 2.0' 3.31' 6" TYPE G-1, CURB SOI' 19' 34"E 9.72' 6" TYPE G-1, CURB N88' 39' 53"E 1.84' 6" TYPE G-1, CURB ,1=90·00·00· 1.0' 1.57 6" TYPE G-1, CURB ,1=89"59'55" 2.0' 3.14' 6" TYPE G-1, CURB S88' 39• 53"W 0.84 6" TYPE G-1, CURB S88' 39• 53•w 3.00' 6" TYPE G-1, CURB ,1=97'27'16" 5.0' 3.14' 6" TYPE G-1, CURB N06' 07' 08"E 22.72' 6" TYPE G-1, CURB S88' 39' 53•w 72.00' 6" TYPE G-1, CURB so1· 20' o6"E 17.05' 6" TYPE G-1, CURB ,1=90·00'00" 2.0' 3.14' 6" TYPE G-1, CURB N06' 07' 08"E 23.00' 6" TYPE G-1, CURB c:::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH L85 N83' 52' 51 "W 16.99' C34 ,1=90·00'00" 2.0' 3.14' L86 N06' 07' 08"E 1.35' C35 '1=77'30'45" 5.0' 6.76 L87 N83' 37' 53"E 45.33' C36 '1=82'35'14" 2.0' 2.88' L88 S13' 46' 52"E 11.76' L89 S83' 52' 51"E 14.05' L90 N76' 13' 07"E 9.00' L91 N13' 46' 52"W 16.00' C37 ,1=90·00'00· 2.0' 3.14' L92 N76" 13' 07"E 61.43' L139 SOI' 20' 06"E 16.39' L140 N76' 13' Ol"E 32.52' -~ I REMARKS 6" TYPE G-1, CURB 6" TYPE G-1, CURB 6" TYPE G-1, CURB 6" TYPE G-2, C&G 6" TYPE G-2, C&G 6" TYPE G-1, CURB 6" TYPE G-1, CURB 6" TYPE G-1, CURB 6" TYPE G-1, CURB 6" TYPE G-1, CURB 6" TYPE G-1, CURB 6" TYPE G-1, CURB 6" TYPE G-1, CURB 6" TYPE G-2, C&G r---1 -----,~ 10 5 0 SCALE: 1" = 1 O' 1--1 10 20 SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUil T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR 3 DATE DATE >----+---+------------+----+---+-f--f-------llsHE7ETl.c_r_T_Y_o_F_c_A_R_L_s_B_A_D~~6 _ ENGINEERING DEPARTMENT ~ OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: E~i;i'Nfi;;;~";{'GAGER OWN BY: ML CHKD BY: __ _ RVWD BY: GRADING PLAN SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 I DRAWING NO. 529-9B ~-------~ Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023CJ NO. L9.3 C.38 L94 C.39 L128 L95 L96 L97 L98 L99 L100 L101 L102 L10.3 L104 C40 L105 L106 L107 L108 C41 L109 C42 L110 CJ NO. L6.3 L64 L65 L66 L67 C26 L68 L69 L70 C27 L71 C28 L72 L7.3 L74 C29 L75 C.30 L76 C54 U.32 C55 U.3.3 C56 U.34 U.35 U.36 CURB DATA FOR SHEET 9 CURB DATA (PRIVATE) DELTA/BRG RADIUS LENGTH REMARKS N70' 50' 46"W 69.10' 6" TYPE G-1, CURB ,1=68'.30'29" .34.00' 40.65' 6" TYPE G-1, CURB N02' 20' 17"W 9.02' 6" TYPE G-1, CURB t1=88'5.3'45" 15.00' 2.3.27' 6" TYPE G-1, CURB S88' 45' 57"W 0 . .3.3' 6" TYPE G-1, CURB S01" 14' 02"E 18. 00' 6" TYPE G-1, CURB S88' 45' 57"W 9.00' 6" TYPE G-1, CURB N01' 14' 02"W 18. 00' 6" TYPE G-1, CURB S88' 45' 57"W 108.75' 6" TYPE G-1, CURB S01' 14' 02"E 18. oo' 6" TYPE G-1, CURB S88' 45' 57"W 9.00' 6" TYPE G-1, CURB N01' 14' 02"W 18. 00' 6" TYPE G-1, CURB S88' 45' 57"W 6.00' 6" TYPE G-1, CURB N01" 14' 02"W 2.3.99' 6" TYPE G-1, CURB N88' 45' 57"E 1.32.04' 6" TYPE G-1, CURB t1=91'06'15" 15.00' 2.3.85' 6" TYPE G-2, C&G N02' 20' 1 l"W 41.50' 6" TYPE G-2, C&G N87' .39' 42. "E 4.3.00' 6" TYPE G-1, CURB S02' 20' 17"E 1.3. 00' 6" TYPE G-1, CURB S87' .39' 42"W 16. oo· 6" TYPE G-1, CURB ,1=90·00'00" .3.00' 4.71' 6" TYPE G-1, CURB S02' 20' 17"E 88.52' 6" TYPE G-1, CURB t1=68'.30'29" 10.00' 11.95' 6" TYPE G-1, CURB S70' 50' 46"E 69.10' 6" TYPE G-1, CURB CURB DATA (PRIVATE) DELTA/BRG RADIUS LENGTH REMARKS N4.3' .39' 5.3"E 5.00' 6" TYPE G-1, CURB S46' 20' 06"E 5.00' 6" TYPE G-1, CURB N4.3' .39' 5.3"E 5.00' 6" TYPE G-1, CURB S46' 20' 06"E 5.00' 6" TYPE G-1, CURB S01' 20' 06"E 18. 46' 6" TYPE G-1, CURB t1=98'44'18" 2.0' .3. 1 .3' 6" TYPE G-1, CURB S88' 24' 11 "W 18. 07' 6" TYPE G-1, CURB S01' .35' 48"E 61. 00' 6" TYPE G-1, CURB N88' 24' 11"E 17.75' 6" TYPE G-1, CURB t1=74'42'04" 2.0' 2.60' 6" TYPE G-1, CURB S16' 5.3' 44"E 2.44' 6" TYPE G-1, CURB t1=22'46'5.3" 2.0' 0.79' 6" TYPE G-1, CURB so5· 5.3• o8"W 17. 00' 6" TYPE G-1, CURB S84' 06' 51"E 72.00' 6" TYPE G-2, C&G N05" 5.3' 08"E 17. 00' 6" TYPE G-1, CURB t1=90'00'00" 2.0' .3.14' 6" TYPE G-1, CURB S84' 06' 51"E .3.00' 6" TYPE G-1, CURB ,1=90'00'00" 2.0' .3.14' 6" TYPE G-1, CURB so5· 5.3' o8"W 17. oo' 6" TYPE G-1, CURB t1=82'.31 '0.3" 5.0' 7.20' 6" TYPE G-1, CURB S01' .35' 48"E 10. 0.3' 6" TYPE G-1, CURB t1=90'15'42" 5.0' 7.87' 6" TYPE G-1, CURB S88' .39' 5.3"W 16. 6.3' 6" TYPE G-2, C&G ,1=90·00·00" 2.0' .3.14' 6" TYPE G-1, CURB 20' 06.68"W 14. 00' 6" TYPE G-1, CURB S88' .39' 5.3"W 9.00' 6" TYPE G-1, CURB No1· 20· o8·w .3.00' 6" TYPE G-1, CURB NOTE CONTRACTOR TO V[RIFY THE EXACT LOCA T/ON OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! below. ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR V[RT/CAL SURV[Y CONTROL. Call before you dig. (EV) 70.0J Tc, 69,57 FL 2 10.29 Tc 69.79 FL 70,.37 Tc 69.87 FL 1.5% tJ -: --2.J,t 9.0' -1.7% ----· 6 70.45 TC 69.95 FS C, oi -6 71.59 TC 71.09 FS ... "' ---71.08 TC 70.58 FL 9.0' C, "' "' 71. 78 TC 71.28 FS 1 ! i USL -OH£--KEYSTONE RETAINING WALL OHE PER DWG. NO. 529-9A c::, a; -72.14 TC -uHt.-_ 72.25 FS ;· ~! r f 71.64 FSL_ "\t-irczi!i"J'(' 72.21 TC 71.71 t§I "' 72.24 TC 71.74 FS I Qto 1(% 72.42 TC 71.92 FS 71.96 TC 71.46 FS ~ ...J 72.10 TC 71.60 FS 72.20 TC 71. 70 FS 71.74 FS 71.74 FS 71.74 FS --FW---1.0% -OHE ----OHE-- -_. . 72.64 FS 72 . .34 FS 72.18 FS 72.64 FS ...... .. 72.64 FS ~1· . '1.8% --.. :., .... ·. ·..:.... ---72.12 FS '. \:'. I I 71 . .38 FS 71 4 FS ~H. 72.60 FS I irl~< 70.84 FS/ . I . I I I I I I« I I I I I 72.56 FS : I I 70.05 TC 69.55 FL I I O') I-~ CF) 11 6 FL (_ 8" PVC SEWER (PVT) SEE SHEET .3.3 1.1%--71.65 TC 71.15 FL 72.12 Tc-11.62 FL --w==;,=:;z::::::;71. 96 FS ~.L..-..r~,.L.. ~ 1.0% 71.74 FS FF=72.67 PAD 72.0 ~l~x . . i· I I " .. <. I , -~. CATCH B IN -: TG=69.69 PER • -·_ DWG 529-9A lJJ : lJJ : CF) '1 R -S -----S -----S ~ ~ h-16 -----S T'.'.3'1---+ S -~---S m \,l---s--<---s7--,ill-:::Jlf."¾ 72.42 TC 71.92 FS l.O% L6B FETY FENCE PER 529-9A 72.64 FS 72.45 FS -~I ~l--------1:72 ___________ ----;-___________ ---t 72.40 FS 21 8 FF=72.67 _. I I I I I 6 . -~I ~I ---------j'7'141---------------,-------------------IIZ1if---------------''-----------------------llZ1!r-------/---+-----------__.:__j1 I I I = I SAFETY FENCE PER ....__ I I 2: 1 MAX DWG. NO. 529-9A 2: 1 MAX ~--++---------1761-----------,------------176:1-----------,1-------------------1161---------+----------i-l!R -+++----------178l------------t-----------------i781------------+-----------------------l78f--------+-----------,j-~ I I ----l---l-+----------r.80\-----------f-----''s--------------18810Jr--------+-~-------------------i:80Ql----------,,_---'-;:------------llll,I;!!~~~::..;.~ o-o-o-o-o-o-~21-o----o---o_---o_---o_---o_-,G_tfJEAAL ~AN DES!GfYA !IQN:_ 82 .-4 4 4 . · · • • '.' :.,,:..,~L . · : · ·• : ' GENERAL PLAN DE /GNAT/ON: -, . . (R 15) . ,r . II -4' • EXISTING KEYSTONE WALL PER DWG. 529-9A P/L VARIES 2.5' i-----w ' VARIES O,_ ~ g ::r,~ s LI......J ii:.\ \l,t--'/.. !{,,.,~-EXISTING 70.93 TC 70.43 FL PROPOSED PARKING LOT EX. GROUND DRAINAGE DITCH PER DWG. 529-9A FL PER PLAN SECT/ONA-A SCALE: 1" = 10' CONSTRUCTION NOTES: @CONSTRUCT TYPE B CURB RAMP PER SDRSD G-27 @ACCESSIBLE ADA ROUTE OF TRAV[L @CONSTRUCT RIBBON GUTTER PER DETAIL SHEET .3 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAV[MENT QV[R 12" BASE COURSE @)CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @)SEWER MANHOLE PER CARLSBAD STD DWG S-1 @CONSTRUCT FIRE HYDRANT ASSEMBLY PER CALSBAD STD DWG W-12 @ CONSTRUCT TRUNCATED DOMES PER SDRSD G-.30 1--1 -~ 10 5 0 SEE SPECIAL INSPECTION NOTE ON SHEET 2 SCALE: 1" = 1 O' 1--1 10 20 "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 30 t--------1--+------------l-----l------l-------l-------l I SHBEET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~P~R~E~C;:IS~E~GR~A=D;:I::::N~G::::P~LA~N:=S:::::::F:=OR;::::::::::::::::::::::::=::::::===='--'===~ NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. .3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS .39-45 FOR STREET AND UTILITY IMPROVEMENTS OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK DA lE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES GR2021-0019 GRADING PLAN PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r.,,.. e,...,,,,,,a ~,. ANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023-. ~.--,-rs"""""".,......., .......... rs----rs--· -rs--..~ . .______, ·....:.....:.... . "TS'-----'--'-..:........,.-ys...:....·.....:.... '--'-T5-'-" ...:.._·...:....rs:-:-· . 56 FS I 70.05 TC 69.55 FL I I I I C H BASIN TG=69.69 PER DWG 529-9A co l--tt1 J: Cl) tt1 Cl) ' , -' ' NOTE FF=71.75 PAD 71.0 ® PLAN 7 s V) } D • CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. VERTICAL suRVEY coNTRoL. Call before you dig. . . . . . : .i-_--:· ~ -~·: 4-1:-A . • . 4~ ... · ~ ·. " "<I• .. GFF 70.75 GFF 70.75 GFF 71.00 GFF 71.00 s ~I@ t PLAN 6 V) } s D NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS @ PLAN 7 V) ~ s D f--i -~ 10 5 0 --_ .. _. -··-· BROW DITCH PER DWG. NO. 529-9A 71.04 TC 70.54 FL .... d. 71.52 TC 71.02 FS BUILDING SETBACK C41 . 6~ PVC SEWER (PVT) SEE SHEET 35 V) :'tL YPE 'A-4' RIM=70. PER DWG 529-FW I 70.85 TC 70.35 FL Vl -71.46 Tc-70.96 FS RIM 70.64 38 PER DET L SHEET 3 o,DW/FS~ ~ ~ PLAN 7 ADA . ' v-.. 0.8% ::::::j ::I +-ZJl1lJ+~-tta--" OW /FS 1.08 1.72 FS @Q5 PLAN 4 0.7% @ PLAN 7 ~ ;:::: FF=71.75 i:::: PAD 71.0 c., i:::: c., FF=71.75 PAD 71.0 .OB FG • •· NON-RETAINING ENTRY ·. ·<I I I I I I I -7 .... ~~~--~--• •• _4 ~ ,---~1. :· . .. ·, .... -------I R WETLAND PER 529-91 PROPOSED FOUNDATION CONSTRUCTION NOTES: (D CONSTRUCT 6" -o• CURB TRANSITION PER DETAIL ON SHEET 3 @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATIVE PAVEMENT PER DETAIL SHEET 3 @CONSTRUCT O" CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD STD DWG S-1 A @CONSTRUCT FIRE HYDRANT ASSEMBLY PER CALSBAD STD DWG W-12 @CONSTRUCT TRUNCATED DOMES PER SDRSD G-30 @CONSTRUCT 6" PVC SD p L 7.7' 2· 4.0' 4.0' 14.0' 10.0' t:.X. R/W I ,_ __ _, 71.75 FF .. ··. ·.•· _,.,., .. PROPOSED SIDEWALK c::::J NO. 70.12 FS 69.50 FL I 70.0 TS SECT/ONB-8 SCALE: 1' = 10' EXISTING I DRAINAGE DIT~H PER DWG.529i9A EX. KEYS ONE WALL PER DWG 529-9A I SEE SHEET 8 FOR CURB DATA CURB DATA (PRIVATE) DELTA/BRG RADIUS LENGTH REMARKS DATA TABLE TO LARGE FOR THIS SHEET . 3 RIM -------:,Ew~ -----'.'9------..__ ,,. 39 I SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUil T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE l----t--+---------------j----t---;----i----1lsH9EETl~c-r_T_Y_o_F_c_A_R_1_s_B_A_D~~6 _ ENGINEERING DEPARTMENT ~ SCALE: 1" = 10' i 10 20 30 OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: E~i;i'Nfi;;;~";{'GAGER OWN BY: ML CHKD BY: __ _ RVWD BY: GRADING PLAN SDP 201B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023A A;.:::::---AOA --r ---' . '20 . .. • 95 · ... · . . ...... . f:,\. )>.. ,·'._·:,.: r===lJi .·: .·· ., ·: T".-; · .. J, .... , · i.8% .·.· >. 2.0% -.J I I •• s ~ 5:: ~ ! :, . . } .•• I Ul ~ I g le i . ,,· >< o;sQ· • l ____ ,a==-... _J.,,,..-1 :_;---ft-:• PVC WATER (PVT) II :: • ·:. ·: .7. --lHl------ii'-1 a::: tn ~ ~ H~+-11----t_-:;.i.':: .• 7, .-JI .'~S9~S ~ !v4• PVC RCLM WATER (PVT) I I 3: tn ~---t-'-~---.. u. I . . . . .,;,' GNATION:(GC)) 1· • 3: I F --J i J ~I·· t ·:· rx ~ + 6>7 , ... · f FF:81.75 PAD 81.0 81./0 F, J -l',9 I . ,,_s f .-'lt-7"""-"-81!.,_,. 7,:,2:...,F.':_;;S" .•.. :. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. VERTICAL suRVEY coNTRoL. Call before you dig. NOTES . . ; '! . , f 0.5% J ,,JJ' : 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS FF:81.75 PAD 81.0 ..: OJ b.: <!l @ PLAN 7 ADA 0.9% DW/FS DW/FS .1i% @1) 7 I I I PLAN 1 SEE SHEET 11 I /_ 81.5 ..: ......--... OJ OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 C [ c::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS C45 t.=85'25'26" 10.0' 14. 90' 6" TYPE G-2, CURB L/16 N87' 53' 48"E 43.97' 6" TYPE G-2, C&G L/17 N02" 23' 44 "E 19.20' 6" TYPE G-2, CURB L/18 S02' 06' 1/"E 4.85' 6" TYPE G-2, CURB L119 S87' 53' 48"W 115.74' 6" TYPE G-2, CURB L120 S02' 06' 1/"E 24.00' 6" TYPE G-2, CURB L121 N87' 53' 48"E 20.70' 6" TYPE G-2, C&G C46 t.=94'34'34" 15.0' 24.76' 6" TYPE G-2, CURB CONSTRUCT/ON NOTES: @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT RIBBON GUTTER PER DETAIL SHEET 3 @) CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT O" CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @CONSTRUCT 12"x12" STORM DRAIN CATCHBASIN @SEWER CLEANOUT PER CARLSBAD STD DWG S-6 @SEWER MANHOLE PER CARLSBAD STD DWG S-1 AND SHEETS 40-45 AND SHEETS 40-45 @CONSTRUCT FIRE HYDRANT ASSEMBLY PER CARLSBAD STD DWG W-12 @CONSTRUCT 6" PVC SD SEE SPECIAL INSPECTION NOTE ON SHEET 2 t--1 --f~ 10 5 0 SCALE: 1" = 1 0' 1--1 10 20 "AS BUILT" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE 30 1----+---+-------------f---+---+----+-----1 ~ Cl1J1N£R!G ~E¾A~T~~~AD ~ l____±§_J DATE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES GR2021-0019 GRADING PLAN PUD 16-09 SUP 16-02 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r ..... e ....... a~,. ANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9B PLAN 7x xKnow what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023--:;d~-': / RIM 77.41 I ~ ' I : ;9'-. 8" PVC SEWER (PVT) 78.44 TC r--.. 77.94 FS "' ~· ~ r I .. <l' 4" PVC RCLM I .. · WATER (PVT)"---/ u, 8" PVC FIRE'-,'~_-:--; I ~'<,~~/ WATER (PVT) I PROP.6' FENCE 82.75 F '. ......... . PROPOSED 14' 4" SIDEWALK EXIST. SOLDIER BEAM WALL W/SAFETY FENCE PER DWG #529-9A I ~ I 77.96 TC "-77.46 FL 7~.92 RIM j I!>/);. 4 PVC WATER (PVT)/ __,,,.. / __,,,.. . / __,,,.. <" /;;;9 / / / SAFETY FENCE PER DWG #529-9A I, 's: EX. 1.0' DRAINAGE DITCH PER DWG #529-9A SECTION CC SCALE: 1" = 10' NOTE EX. 4" PERFORATED DRAIN PIPE PER DWG #529-9A . . .. a r,,j i' ... -I ~ @ 11 c::i "' \ • ...; ~ lj "' I -I~ Iii! ' . ' • 78.85 IE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN TH£ Fl£LO PRIOR TO CONSTRUCTION. NOTE!! £L£CTRONIC DA TA FIL£S ARE FOR R£F£R£NC£ ONLY AR£ NOT TO B£ US£D FOR HORIZONTAL OR below. VERTICAL suRVEY coNTRoL. Call before you dig. · .. L-.. -'-' .• '-"'-·~:· ···'\ 80.22 TC 79.72 FL Sr-S : ~ f ": <. I ~ r~ -_. ; ' 7 i i I '?------! i 1 0l%. i r•-i ... .. ·,·. :. 6 r "'s 80.45 TC 79.95 FL / 80.21 TC 79.71 FL 80.11 TC 79.61 FL s 8. I~ SEWER (PVT) RIM 79.42 SEE SHEET 36 rf8':0.::4:-2..t.F.~S __ ~-. •y I U 81. 7. FS FF=81.75 PAD 81.0 81.0 F, FF=81.75 PAD 81.0 FF=81.7 PAD 81.0 81.6 F. I s 1.2% PER DETAIL w-6 --1 -SHEET 3 w----· W-~ PLAN7 6" STORM DRAIN PER ROUGH GRADE DWG. NO. 529-9A GFF 81.00 s CMU RETAINING WALL PER DWG. NO. 529-9A FG FG FF 82.75 PAD82.0 NOTES (TYP. GFF 81.25 FF 82.75 PAD82.0 "-,.. N "' 12 FF 82.75 f:;! PAD82.0 r,,j ,. :· .. +. . 1 LANDSCAPE PLAN FOR ALL SID£WALKS, STOOPS, £NTR/£S & F£NCES. 2 SEE DRY UTILITY PLAN FOR LOCA T/ON OF ALL DRY UTILITIES. 3 SE£ LIGHTING PLAN BY EL£CTRICAL £NGIN££R FOR ALL LIGHTING. 4 S££ SH££TS 39-45 FOR STR££T AND UTILITY IMPROV£M£NTS r:2 ..: "' ~ r:2 ..: "' lt (!l -"' li% @1) PLAN 4 DW/FS /r~~8=1·fF==~=s;81.35 FS 80.87 TC 80.37 FL -s 80.53 FL s SEE SHEET 10 81. 36 F.~s::--M··~5%[•··/f@oWw ;?ir's)s 12' 81.65 TC 81.15 FL '·' . ·:·: -~ .. GFF 81.50 GFF 81.49 s @D PLANS GFF 81.75 FF 82.75 PAD82.0 12 @~ PLAN 4 ::::/ ~1@ PLAN7 GFF 82.00 FF 82.75 PAD82.0 6" PVC@ 1.5% "' @ PLAN6 1.7% -@ PLAN4 2% -2% -@1) PLAN7 GFF 82.25 12 ..: "' lt (!l IQ -"' lt (0 ~ 1 IQ ..: "' lt (0 ~ : .ii .. -.. .., J 81.5 81.5 79.69 / FF=82.25 PAD 81.5 FF=82.25 PAD 81.5 i i t .... ~/. ,,.. . ..., r · .. 81.83 FS F, OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 i r L I I ---S££ SP£CIAL INSP£CTION NOTE ON SHEET 2 CONSTRUCT/ON NOTES: (])CONSTRUCT TYP£ D CURB RAMP P£R SDRSD G-31 @ACC£SSIBL£ ADA ROUTE OF TRAVEL @CONSTRUCT RIBBON GUTTER P£R D£TAIL SH££T 3 @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSO M-26 AND M-24 @CONSTRUCT CONCR£TE SIDEWALK P£R SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BAS£ COURS£ @CONSTRUCT D£CORATIV£ PAVEMENT P£R D£TAIL SHEET 3 @CONSTRUCT o• CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY P£R SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEM£NT. CONCR£TE MATERIAL AND FINISH P£R LANDSCAP£ PLANS, R£/NFORC£MENT P£R SOILS £NGINE£R @)CONSTRUCT PRIVACY FENG£ PER LANDSCAPE PLANS @CONSTRUCT 18"x18" BROOKS BOX @S£WER CL£ANOUT P£R CARLSBAD STD DWG S-6 @S£W£R MANHOL£ P£R CARLSBAD STD DWG S-1 @!RR/GA TION LATERAL, S££ LANDSCAP£ PLANS @CONSTRUCT FIR£ HYDRANT ASSEMBLY P£R CARLSBAD STD DWG W-12 @CONSTRUCT TRUNCATED DOM£S PER SDRSD G-30 @CONSTRUCT 6" PVC SD CJ CURB DATA (PRIVATE) NO. D£LTA/BRG RADIUS LENGTH R£MARKS LIi i S52' JJ' 56"£ 1.48' 6" TYP£ G-2, CURB C43 t,=34·57'41" 52.00' 31.73' 6" TYP£ G-2, CURB L/12 S87' 31' 37"£ 127.01' 6" TYP£ G-2, CURB LIIJ N02' 28' 22"£ 24.00' 6" TYP£ G-2, CURB L/14 N87' 31' J7"W 28.41' 6" TYP£ G-2, C&G C44 t,=90·00·00· 5.0' 7.85' 6" TYP£ G-2, CURB L/15 N02' 28' 22"£ 105. 71' 6" TYP£ G-2, CURB L/22 S02' 28' 22"W 91.78' 6" TYP£ G-2, CURB C47 t.=90'00'00" 10.00' 15.70' 6" TYP£ G-2, CURB L/23 N87' 31' J7"W 38.00' 6" TYP£ G-2, C&G C48 t.=90'00'00" 3.0' 4. 71' 6" TYP£ G-2, CURB L/24 N02' 28' 22"E 16.00' 6" TYP£ G-2, CURB L/25 N87' JI' J7"W 13.00' 6" TYP£ G-2, CURB L/26 S02' 28' 22"W 16.00' 6" TYP£ G-2, CURB C49 t,=90·00·00· 3.0' 4. 71' 6" TYP£ G-2, CURB C50 t.=34'57'41" 28.0' 17.08' 6" TYP£ G-2, CURB L/27 N52' JJ' 56"W 1.48' 6" TYP£ G-2, CURB L/41 N87' JI' J7"W 2.59' 6" TYP£ G-2, C&G L/42 N02' 28' 22"E 105.71' 6" TYP£ G-2, CURB SCALE: 1" = 10' >--I--<~ 1--1 10 5 0 10 20 "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 30 1----+---+-------------f---+---+----+----1 LlrJ Cl1J1N£R!G ~E¾A~T~~~AD ~ L._±§_J DATE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: E~i;j'N~t;;;{'GAGER OWN BY: ML CHKD BY: __ _ RVWD BY: GRADING PLAN SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023LIMITS OF 50' RIPARIAN BUFFER KEYSTONE RETAINING WALL PER DWG. NO. 529-9A LIMITS OF 50' I RIPARIAN BUFFER~_./· / // // // // / / / "' // / // // / f' / f' / / / / "' // / // // / / . fie/ / below. Call before you dig. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTTON. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. J SEE LIGHTTNG PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTTLITY IMPROVEMENTS sEE sHEET 5 BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ f..Llt!L_____ DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68'02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.1 JO E 6236636. 005 40 I'm OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 0 NO. LJ8 PRIVATE STORM DRAIN DATA LENGTH BEARINGS SLOPE DESC. 50.07' S8J' 26' 1J"W 1.0% 18"HDPE SEE SPECIAL INSPECTTON NOTE ON SHEET 2 CJ CURB DATA -1,v60 II I I 12• s IV(PER. I \ \ I __..W.--,'1---_ ,'1 ____ I\ -----~11 (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L151 N06' JO' J6"W 24.00' 6" TYPE G-2, C&G L14J S8J' 29' 2J"W 68.39' 6" TYPE G-2, C&G L142 S8J' 29' 2J"W 6.56' 6" TYPE G-2, C&G L141 N8J' 29' 2J"E 186.54' 6" TYPE G-2, C&G L140 S06' JI' 04"E 24.00' 6" TYPE G-2, C&G L1J9 N8J' 29' 18"E 18.63' 6" TYPE G-2, C&G C59 t.=108'07'38" 15.0' 28.JO' 6" TYPE G-2, C&G C58 L'F 71 '52'22" 15.0' 18.81' 6" TYPE G-2, C&G C57 L'F 71 '52'22" 15.0' 18.81' 6" TYPE G-2, C&G CONSTRUCTION NOTES: @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT RIBBON GUTTER PER DETAIL SHEET J @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @)CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @)SEWER CLEANOUT PER CARLSBAD sm DWG S-6 @)SEWER MANHOLE PER CARLSBAD sm DWG S-1 @)!RR/GATTON SUB-METER, SEE LANDSCAPE PLANS @CONSTRUCT 6" HOPE SD SCALE: 1" = 10' f--1 -~ 1--1 10 5 0 10 20 "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE 3 fSHm7 CITY OF CARLSBAD ~ t---t---+----------------+-----i----1-----l------1 l____1l_j ENGINEERING DEPARTMENT ~ ~P~R~E~C;:IS~E~GR~A=D;:I::::N~G::::P~LA~N:=S:::::::F:=OR;::::::::::::::::::::::::=::::::===:'-'===~ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: E,~{i~~;z{'t:~AGER OWN BY: ML CHKD BY: __ _ RVWD BY: GRADING PLAN SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023~ 1-UJ UJ J: below. CJ) UJ UJ CJ) Call before you dig. ' -I I I I I -I • • -4 • 4 I I I a 10 <Xl FF 85.75 PAD 85.0 ~ lb==~GFF 85.42 ---====--<O <O 10 ---:-::::7 00 FF 85.75 p,11.O 85.0 . ===== FF 85.75 P/1.0 85.0 L-e=:fi?=11\r====GGF1FF 85. 73 GFF 85.42 ~\® <O <O U) <Xl r FF 85.75 P/1.0 85.0 GFF 85.73 @ PLAN7 'ci: a U) (/) FF 85.75 P/1.0 85.0 GFF 85. 73 ®~I PLAN6 10 <Xl FF 85.75 P/1.0 85.0 GFF 85.73 @ PLAN6 (/) le::._ s ~ ~ <O ~ <O U) ' <Xl U) FF 85.75 P/1.0 85.0 (/) lJ... ---3' D GFF 85.3 "' • LL <Xl 0, U) s I I I I ® PLAN7 PLAN4 (/) lJ... le::._ s 3' D GFF 85.40 ·' .. ·, <:·.;"-_~-./·· .. ,:-.·-:>ta ..... .. ...... ·.,.·· .. , ' . I I I NOTE s 85.07 TC 84.57 FL GFF 85.18 . :< .~ .. -•· RIM 84.89 SD CATCH BASIN SDRSD D-8 (TYPE G) 85.62 TC TG~84.68 85.12 FL vi CONTRACTOR TO VERIFY THE EXACT LOCA T/ON OF EXISTING UT/UT/ES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. (/) lJ... s ? ---·· NOTES -··-·· ----------:::::-:=-=-- - - -85.25 TC 84.75 FL -w---fW------3' D s GFF 85.50 6 -.. rt --· -~::::..-=--__ ------------.:=.-==--.: ---85.35 TC 84.85 FL --LZ1 \r ~ -~-r~ir-s ---+-85.37 TC 84.87 FL s w-fW 1,1 _, :::, S \\\ \ 5% 8" PVC SEWER (PVT) o 5% \t-,, \\\ ~O. SEE SHEET 34 =! . \~ \,\ 4• PVC WATER (PVT)\ 0• \\\ 8• FIRE WATER (PVT)yw \\, w----w~\--FW \I FW-85.84 TC 85.34 FL -FW----85.26 TC 84.76 FL s fW-L146-.... ~i, A . \\\ SEE SHEET24 BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCA T/ON: WELL MONUMENT STAMPED "CLSB 110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCA T/ON OF ALL DRY UT/UT/ES. ELEVATION: ___ LL..,,..,______ DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68"02'46" W 2300. 98" GRID 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 s ~ "" " CXl !-J' a, ~ FF 85.75 P/1.0 85.0 s GFF 85.18 __ .. -·· ----- --.: =-==---.: ----85.04 TC 85.15 TC 84.54 FL 84.65 FL s s 0.5% 39 11 OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 Gf 1-lli J: CJ) UJ UJ CJ) --------85.03 TC 84.53 FL 6 -c::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L/46 N84" 46' 22"E 80.70' 6" TYPE G-2, C&G L/45 N84" 46' 22"E 197.60' 6" TYPE G-2, C&G L/44 NOS" 13' 37"W 24.00' 6" TYPE G-2, C&G C62 t.=109"24'37" 15.0' 28.64' 6" TYPE G-2, C&G C61 11= 70"35'23" 15.0' 18.48' 6" TYPE G-2, C&G C60 t.=109"24'37" 15.0' 28.64' 6" TYPE G-2, C&G PRIVATE STORM DRAIN DATA NO. LENGTH BEARINGS SLOPE DESC. L21 177.47' N84" 46' 22"E 0.71% 18"HDPE CONSTRUCTION NOTES: @CONSTRUCT RIBBON GUTTER PER DETAIL SHEET 3 @ CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RA/UNG PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @)CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER sm DWG G-2 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @)CONSTRUCT a• PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD sm DWG S-1 @CONSTRUCT FIRE HYDRANT ASSEMBLY PER CARLSBAD sm DWG W-12 @CONSTRUCT 6" HOPE SD SEE SPECIAL INSPECTION NOTE ON SHEET 2 1--1 __,~ 10 5 0 SCALE: 1" 1 o· i 10 "AS BUILT" 20 RCE __ _ EXP_____ DATE REVIEWED BY: INSPECTOR DATE 30 fSHm7 CITY OF CARLSBAD ~ !---t---t------------------l----1---11---1--_J l___1l_j ENGINEERING DEPARTMENT ~ ~P;R;E:;CI~S~E...'.:G:;R~A;:;D~I:::N~G:::::P~LA==;N~S=;;FO:::R:=:::::::::::::::::::::==:::::===:::.-===~ DATE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES GR2021-0019 GRADING PLAN PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r...., e_,,.a~,. ANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/202376 __ ..::::.:-.:-== --6'sD@ o.8%"' : FF 85.75 PAD 85.0 GFF 85.42 @ ~, PLAN 7 . ------85.03 TC 84.53 FL "' GFF 85.73 ;1® PLAN4 Cf) -'¢_ 3: s GFF 85.35 ° c;--+----.\--r--,-"' CATCH BASI RIM 84.91 85.76 TC 85.26 FL TC FL below. TG=84.65 PER DWG 529-9A I 85.63 TC ►85.13 FL L149 NOTE 85.69 TC 85.19 FL C64 .,,.,,,,,---85.74 TC 85.24 FL FW-CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. Call before you dig. __ SEE SHEET B-16 (TYP) O o-o-85.66 F ~ '=! 85.7 FS -0 O'> 0, "' .,., r--. oq,: 0) LO LO 0::," 0::, FF 85.75 PAD85.0 ~ f;: ~ '=! 0 '=! -.,., 0 " 0::, 0, "' LO <O ~ 0) 0::, O'> ... . c,; LO 0::, " 0::, " 0::, " FF 85.75 LO FF 85.75 0::, PAD 85.0 PAD 85.0 GFF 85.73 GFF 85.73 GFF 85.73 (/) LL. ------3: 0 "" @9 :-:1 PLAN4 s (/) LL. 3: 0 ~I @ PLAN7 -85.56 TC -85.06 FL--(/) LL. ------3: 0 @~1 PLAN 6,, u.. "' ~ s GFF 85.64 ----85.41 TC 85. FS ==4'"L 84.91 FL 24" STORM DRAIN HIGH POINT PER DWG 529-9A .......J.---s ---,,II---S -'-----S 0 ----~s 0.7% .; 8" PVC SEWER (PVT) SEE SHEET 34 8" FIRE WATER (PVT) PER DETAIL SHEET 3 85.39 FS (/) ..J.l.._;8w5;;,.5~5~FS9_ -W 4" PVC WATER (PVT) F 85.72 s Cf) -'¢_ 3: 0 s f;: co 0 LO 0::, 44 <O 12 <O LO " 0::, LO FF 85.75 PAD 85.0 GFF 85.73 ,~ <O <O 0::, FF 85.75 PAD 85.0 o-o .. : .. :"' . .-. . • ·_44 .; 06% ' LO co FF 85.75 PAD 85.0 85.2 FG 0::, 84 40 TC 82.39 11 I.O ..... ~1 @ ® ~1 ~I d PLAN4 @ PLAN7 PLAN 6 Cf) LL. ------3: 0 85.42 FS (/) LL. ------3 0 Cf) LL. s ------s 3 0 -----------------------------85.14 FS -w~~"==!=-==,-84.97 TC 84.47 FL 'I---'< --t--FW (/) -'¢_ 3 0 s rt: (/) -'¢_ 3: 0 (/) LL. ------3: 0 s ----·· -----(TYP. 9 s 1.2% 84.87 FS s 84 40 T 82.90 IE ------------84.68 TC 84.18 FL 84.09 FL_ -4.64 TC ( s 4.14 FL \ c:: --'-fr---S --..,---S CATCH BA 1~ Cf) LL. ------3 0 s TG=83.87 R DWG 529-9A U) -'¢_ 3: 0 84.42 FS w-□ □ □ D -'¢_ 3: 0 @ @ @ ® PLAN 5"" @ PLAN4 @9 PLAN7 ~I co "' ~ PLAN 7 GFF 85.75 ----' PLAN4 ~1 "'l,f'. GFF 85.92 # ~ . :.· . .' ·-' ·4 :.·. . . ~1,,;.:-, .. :,··.~-,~✓ . '.: .. ~ ~--< -... PLAN 6 ~\ GFF 85.92 ~ ~ '.:: I GFF 85.75 GFF 85.50 GFF 85.25 FF 86.75 PAD 86.0 ~ '=! V> "' "' <O 0::, .,.; 0::, FF 86.75 PAD 86.0 V> 84.41 TC 83.91 FL 84.62 TC 84.12 FL s PER DETAIL SHEET 3 84.70 TC 84.20 FL -85.03 TC 84.53 FL ~ □-□-□ 84.99 TC 2.0 84.49 FL I I lO ..... c::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L149 N84' 46' 22"E 13.01' 6" TYPE G-2, C&G L148 N87' 55' 45"E 286.55' 6" TYPE G-2, C&G L147 N87" 55' 45"E 326.15' 6" TYPE G-2, C&G C64 tl=03"09'22" 200.00' 11.01' 6" TYPE G-2, C&G C63 tl=03"09'22" 224.00' 12.33' 6" TYPE G-2, C&G 0 PRIVATE STORM DRAIN DATA NO. LENGTH BEARINGS SLOPE DESC. L22 45.12' N02" 04' 14"W 23.0% 8"HDPE L23 53.04' N24" 38' OJ"W 3.8% 8"HDPE L24 52.79' S84' 14' 27"W 1.0% 8"HDPE CONSTRUCT/ON NOTES: @CONSTRUCT RIBBON GUTTER PER DETAIL SHEET J @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT O" CURB ONLY PER DETAIL SHEET J @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD STD DWG S-1 @CONSTRUCT FIRE HYDRANT ASSEMBLY PER CARLSBAD STD DWG W-12 @CONSTRUCT 6" HOPE SD SCALE: 1" = 1 o· i ~ i i 10 5 0 10 20 SEE SPECIAL INSPECTION "AS BUil T" NOTE ON SHEET 2 RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR i 30 DATE DATE BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 1----+---+-------------f---+---+----+------1 ~ Cl1J1N£R!G ~E¾A~T~~~AD ~ L._±§_J NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. J SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ .Ll...ol.!,L______ DA TUM:_N"'G"-'VD""-'2""9'---HORIZONTAL COORDINATES: N 68'02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.1 JO E 6236636. 005 OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK DA lE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: £-;NfE~l~~"t~AGER OWN BY: ML CHKD BY: __ _ RVWD BY: SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B PPKnow what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023C TC BA INS M, PER DWG 529-9A A If. 78.30 TG ---1-' -75.80 FL ~~ ___ j ~--84.59 TC C L 84.09 FL ---a4""J;4 TC 84.14 FL ----S -FW below. Call before you dig. -. DWG 529-9A NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTES LL c:o "' c:o PASSIVE REC.ARE6 2,198 SF ~ !,!; -r--. 85.16 F .... c:o 85 22 FS "' c:i c:o c:o FF 85.25 PAD 84.5 c:o ®~I PLAN6 (/) LL s --..... 3' Cl 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS ~i ® PLAN6 (/) LL s --..... 3' Cl BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ f..Llt!L_____ DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68"02'46" W 2300. 98" GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 SEE SPECIAL INSPECTION NOTE ON SHEET 2 . ,, TYPE 'A-4' CO RIM=82.5 PER DWG 529-9A CONSTRUCTION NOTES: (])CONSTRUCT 6"-0" CURB TRANSITION PER DETAIL ON SHEET 3 @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATIVE PAVEMENT PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD STD DWG S-1 @IRRIGATION SUB-METER. SEE LANDSCAPE PLANS @CONSTRUCT FIRE HYDRANT ASSEMBLY PER CARLSBAD STD DWG W-12 @CONSTRUCT 6" HOPE SD CJ CURB DATA PRIVATE NO. DELTA/BRG RADIUS LENGTH REMARKS L150 S02" 04' 14"E 13.46' CURB TRANSITION C65 t.=28"45'42" 20.00' 10.04' CURB TRANSITION .. SCALE: 1" = 10' <--I---"~ 1--1 10 5 0 10 20 30 "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE fSHm7 CITY OF CARLSBAD ~ t---+-----i------------------1------1-----l----1------l ~ ENGINEERING DEPARTMENT ~ ~P~R~E~C;:IS~E~GR~A=D;:I::::N~G::::P~LA~N:=S:::::::F:=OR;::::::::::::::::::::::::=::::::===:'-'===~ OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MARJA ACRES GR2021-0019 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r-,_ e,.,,.,.u,.,. ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023, // I I I I I below. Call before you dig. NOTE CON1RACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONS1RUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 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 I I I I I I I I I I I I I I I I I I 4 •• : . I I ... •.,, . b. 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 I I I .·. I I. I I I I I l I I I I "' I I I J I I I I I I l I I I I "' I I I 11.0' I I I I I I I l l I I I I "' \1 I I I II I I. \1 I I I t I I I I I t I I "' "' I I · I (/) □1 I I I 11 I I I □1 1! ! I I NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELEC1RICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ LLlt!L_____ DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68'02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 J' J' OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION c::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L152 N24. 38' 13.75"W 184.94' 6" TYPE G-2, C&G L153 N77' 15' 39. 32"W 24.55' 6" TYPE G-2, C&G L154 N77" 15' 39.32"W 14.36' 6" TYPE G-2, C&G L155 N65" 22' 25.70"E 16.46' 6" TYPE G-2, C&G L156 S24. 38' 13.75"E 306.84" 6" TYPE G-2. C&G C66 t1=52"37'26" 5.0' 4.59' 6" TYPE G-2, C&G C67 t1=37"27'59" 5.0' 3.26' 6" TYPE G-2, C&G CONSTRUCTION NOTES: @ACCESSIBLE ADA ROUTE OF 1RAVEL @CONSTRUCT RIBBON GUTTER PER DETAIL SHEET 3 @GRAVITY RETAINING WALL PER SDRSD C-9 @ CONS1RUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATIVE PAVEMENT PER DETAIL SHEET 3 @CONSTRUCT D" CURB ONLY PER DETAIL SHEET 3 @ CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD sm DWG S-1 @CONS1RUCT FIRE HYDRANT ASSEMBLY PER CARLSBAD sm DWG W-12 @CONSTRUCT 4• PVC SD @)CONSTRUCT 6" WIDE X 4" DEEPENED FOOTING SEE SPECIAL INSPECTION NOTE ON SHEET 2 SCALE: 1'' = 1 O' .__1 ___,~ 1--1 10 5 0 10 20 "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: MARJA ACRES GR2021-0019 GRADING PLAN 30 DATE PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT tN'SN~Gttt:NAGER OWN BY: ML DATE INITIAL DATE INITIAL CHKD BY: __ _ OTHER APPROVAL CITY APPROVAL RVWD BY: RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B PLAN 2PLAN 3Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023' \ ' \ \ \ \ \ \ j \ J ..... ..... _ '-'-I \ \ \ '-I I \ \ .......... '----\ ------------I I ..... NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. VERTICAL suRVEY coNTRoL. Call before you dig. NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ .LL.,,_,,_______ DA TUM:_N"'G"-'VD"'--'2"-'9'---HORIZONTAL COORDINATES: N 68"02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 SEE SHEET 19 OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 I I , I I u' I C5 )\:;~~ u' SEE SPECIAL INSPECTION NOTE ON SHEET 2 UNIT NO. 74S 75S 76S 77S 78S 79S BOS 81S 82S 83S 84S IE@ MAIN 70.74 71.07 71.40 71.71 71.93 72.38 71.97 71.75 71.47 71.14 70.80 PRIVATE SEWER LATERAL DATA RISE@ MAIN 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 c::::> NO. L14 CJ NO. IE@ LENGTH SLOPE CURB 7.0' 2.0% 71.63 7.0' 2.0% 71.96 7.0' 2.0% 72.29 7.0' 2.0% 72.60 7.0' 2.0% 72.82 17.0' 2.0% 73.47 17.0' 2.0% 73.06 17.0' 2.0% 72.84 17.0' 2.0% 72.56 17.0' 2.0% 72.23 17.0' 2.0% 71.89 FS @ DEPTH @ BACKFLOW CURB CURB REQUIRED 76.87 5.24' NO 77.21 5.25' NO 77.54 5.25' NO 77.87 5.27' NO 78.12 5.30' NO 78.30 4.83' NO 78.07 5.01' NO 77.85 5.01 NO 77.57 5.01' NO 77.24 5.01' NO 76.90 5.01' NO PRIVATE SEWER LINE DATA LENGTH BEARINGS SLOPE DESC. 165.86' 575• 47' 50"E 1.83% 8"PVC CURB DATA (PRIVATE) DELTA/BRG RADIUS LENGTH REMARKS L157 s24· 38' 73.75"E 14.79' 6" TYPE G-2, C&G L158 575· 47' 49.63"E 161.83' 6" TYPE G-2, C&G L/59 S75' 47' 49.63"E 128.54' 6" TYPE G-2, C&G C68 fl=51"09'36" 35.0' 31.25' 6" TYPE G-2, C&G C69 fl=128"50'24" 15.0' 33.73' 6" TYPE G-2, C&G CJ CURB DATA (PRIVATE) NO. DELTA/BRG I RADIUS I LENGTH L152 SE SHEET 16 FOR CURB DAD L156 SCALE: 1'' = 10' f--1 __,~ 1--1 10 5 0 10 20 30 "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE 1----+---+-------------f---+---+----+------1 L7EJ Cl1J1N£R!G ~E¾A~T~~~AD ~ ~ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: ~'EN1~t't'A,,,NAGER OWN BY: ML CHKD BY: __ _ RVWD BY: GRADING PLAN SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023' 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 \ Ii . I I g I >-->-I I \ \ ( I I I '-_ I\ I I I "\ \ 1 l I I \ \ \ \ \ \ I \I \ \ below. I \ \ \ ~ \ NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. Call before you dig. I 0 I NOTES 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 I . --~-·. . -·. > . : ; SEE SHEET 17 TYPE 'A-4' co ~ I ,,' t IM= 4. :;. I I (PER OWG. 529-9A)' I 118" STORM DRAIN ' I I . =i~--------~ __L (PER OWG 529-9A) "'----------x ----------------R VERSE CURB OUTLET I__ I ►4,,(;);,,. ____________ 73.65 FL PER IMPROVEMENT---• RW------H-' .... 7~Rf.,(/~-: ~LAN SHEETS 39-45 - --.. : .. ·6'>-. . ":'"-:-.: ~ rk ~'/V-RW--\_--RW-------..:.~'r.'-::::-----Rw---R . ;:I~~ s,1y;0o/' &( 4• RCLM WATER (PVT) PE:R oJYPJo;~~i3_~1-1V rsr,,,, ~-11 I ..19, ------~ ____ I I ~ ~ "'SJ . J8" PV~ FIRE WATER (PVT) 18" ST_9,RM-fJRAIN-~: I 4 PVC WATER (PVT) (~0WG 529-9A) ~N-FW-F RE SE CURB O TLE7: I I :;. W·-----FW-73.65 FL PER IMPROVEMENT I . -....-r-•W---W-----,,,,...~a::::.._ ·. PLAN SHEETS 39-45 -·-t~W---W--~ W 1.I --w-ACTIVE REC.AREA2 10,665 SF RIP-RAP DISSIPATER PER SDRSD D-40 (TYPE 2) NO. 2 BACKING 8'X5'X1.1' TtllCK OVER MIRAFI 140N OR EQUAL. 45 1 I I I I I ' I J I ; ... 76.4 74.28 2AX24-INtt'.'rPER~ D _G_/l/.O-a2-9-·9A-2: 1 MAX --------BENCHMARK DESCRIPTION: Pl: NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. ELEVATION: ___ f..Llt!L_____ DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68'02'46" W 2300. 98' GRID OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 I-~ en tlj en SCALE: 1" = 10' if------,~ 1--1 10 5 0 10 20 0 PRIVATE STORM DRAIN DATA NO. LENGTH BEARINGS SLOPE DESC. L30 60.04' N15' 37' 51.53"E 0.7% 4"HOPE L31 59.29' N15' 37' 51.53"E 0.7% 4"HOPE CONSTRUCT/ON NOTES: @ACCESSIBLE ADA ROUTE OF TRAVEL @ CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 ANO M-24 @CONSTRUCT CONCRETE SIDEWALK PER SORSD G-7 @CONSTRUCT 4" PVC SO 30 SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE fSHm7 CITY OF CARLSBAD ~ t---t---+----------------+------i----1-----l------1 ~ ENGINEERING DEPARTMENT ~ ~P~R~E~C;:IS~E~GR~A=D;:I::::N~G::::P~LA~N:=S:::::::F:=OR;::::::::::::::::::::::::=::::::===:'-'===~ DATE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: ~'EN1~t't'A,,,NAGER DWN BY: ML CHKD BY: __ _ RVWD BY: GRADING PLAN SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B PLAN 3PLAN 1PLAN 2PLAN 3PLAN 1PLAN 3Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023below. Call before you dig. SEE SHEET17 ''·.-'.'!-: . . . . .· ~ ·, . ~ .. -, .. ·,AD .-.. -w---o,i-Tw =14_55 Fs 74.72 FS 74.48 r----------------, 770 ~~/~ 76.5 77.08 1" 76.4 T< I • I . 74.9 IE 75.01 FS • -3 FS 1(2 (TYP 16 -' -75.07 FS - • ! 4.0{ 75.IFS •• 75. 8 FS -! ~-· 1 •. 75. 7 FS --' ..__ ...... --......... NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION. NOTE!! £L£CTRONIC DA TA FIL£S ARE FOR R£F£RENC£ ONLY ARE NOT TO BE US£D FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTES ~----<I~ FF 77.75 PAD 77.0 tt: 77.71 FS 76.91 TG 74.66 IE FF 77.75 PAD77.0 '-" ~ ~ ~ r--.: I'-. tt: '-" 77.71 F~ ~lo 77.08 FG 1.8% 1 LANDSCAPE PLAN FOR ALL SID£WALKS, STOOPS, £NTRl£S & F£NC£S. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITl£S. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS 76.57 FG It') I'-. I ~-If--~ tt: '-" FF 78.25 PAD 77-5 78.15 FS It') "" Cf) ® r--.: I'-. ~ tt: Q '-" 1.5% ~ --------------<fl--BENCHMARK D£SCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ .LJ..,..>lJL______ DA TUM:_N"'G"-'VD"'-'2""9'---HORIZONTAL COORDINATES: N 68'02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 82.50 DATE INITIAL OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ENGINEER OF WORK 1- -I --- --,~ 10 5 0 REVISION DESCRIPTION UNIT IE@ NO. MAIN 85S 70.81 86S 70.40 87S 70.00 BBS 70.73 89S 70.33 90S 69.93 SCALE: 1" = 10' 1--1 10 20 PRIVATE SEWER LATERAL DATA RIS£@ 1£@ FS@ OEPTH@ BACKFLOW MAIN LENGTH SLOPE CURB CURB CURB R£QUIRED 0.75 7.0' 2.0% 71.70 77.10 5.40' NO 0.75 7.0' 2.0% 71.29 76.70 5.41 NO 0.75 7.0' 2.0% 70.89 76.30 5.41' NO 0.75 17.0' 2.0% 71.82 77.07 5.25' NO 0.75 17.0' 2.0% 71.42 76.67 5.25' NO 0.75 17.0' 2.0% 71.02 76.44 5.42' NO C::::> PRIVATE SEWER LINE DATA NO. LENGTH B£ARINGS SLOPE D£SC. L21 86.39' 514' 12' 10"W 1.26% 6"PVC c:::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L/60 N14' 12' 10"E 72.95' 6" TYPE G-2, C&G L161 575· 47' 50"E 24.00' L162 S14' 12' 10"W 71.31' CONSTRUCTION NOTES: @ ACCESSIBLE ADA ROUTE OF TRAVEL @GRAVITY RETAINING WALL PER SDRSD C-9 6" TYPE G-2, C&G 6" TYPE G-2, C&G @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSO M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT D£CORATIVE PAV£M£NT PER DETAIL SH£ET 3 @ CONSTRUCT O" CURB ONLY P£R DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT TYPE B CURB & GUTT£R ROLL£D P£R SDRSD G-4A @ CONSTRUCT 8" PCC CONCRETE PA VEM£NT, CONCRETE MATERIAL AND FINISH P£R LANDSCAP£ PLANS, REINFORCEM£NT PER SOILS £NGINE£R @S£WER CL£ANOUT P£R CARLSBAD STD DWG S-6 @SEWER MANHOLE PER CARLSBAD STD DWG S-1 @CONSTRUCT 6" PVC SD 30 L1TI 9 PRECISE SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUILT" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: MARJA ACRES GRADING PLAN DATE DATE ~ 6 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 SOP 2D1B-0001 APPROVED: JASON S. GELDERT £-;NfE~l~~"t~AGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML DA TE INITIAL DATE INITIAL CHKD BY: __ _ PROJECT NO. CT 16-07 DRAWING NO. 529-9B OTHER APPROVAL CITY APPROVAL RVWD BY: Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023below. Call before you dig. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! I¾ ,i .. ··;. "i: . ·.··-: \ : J ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. DW/FS DW/FS G) ::i " IJ) ~ c:, O} DW/FS G) ::i " IJ) ~ k; DW/FS )> 0 ;i;i® z en c.., 1% -1% -;i;i@ )> (0 z en c.., 1% -;i;i ® )> 00 z en ~ 1% -;i;i@ )> ....... z en c.., 0.9% -~@ z en "" 79.87 F G) ~® ::i ii1 z en ~ "" ~ QJ.!' G) ::i LE ~® G) ::i IJ) z en ;cl c.., O} c:, DW/FS G) ::i '-J ~ "' "' ~ G) ::i " <o 0, C) 18" STORM DRAIN PER DWG. NO. 529-9A 1FS U) I I -79.58 TC 79.08 FL t -'I 79.30 FS LU -.J ~~~~~==aajF,F80lF.2~1 ~FS~"51===1L., 79.99 FS NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS SEE SHEET21 BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ LL..,"'------DA TUM:_N"'G"-'VD"'--'2""9'---HORIZONTAL COORDINATES: N 68°02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.1 JO E 6236636. 005 ;i;i ® )> ~ z en c.., ~ ®"" z en c.., !E ~® z en ~ 1E 82.23 S ~ G) ::i ex, p "' "' -7 I I 79.28 TG 77.78 !§"J 79. FG -u -n :,,, -n 79.78 TG Ooo 78.28 IE ooo c:, :..., 80.4 C, "' 85 p 0 8 FG ---I I 1 FS ... ,I 79.00 FG 77. 08 IE/GB . 79.50 FG. --/!,-""!'· !rrril-""' .. 8%. . 80.7 79.28 IE · . • ...,,_,_7-"'9·"'-"'-~ IE I j "' .,,: 8 TG 8 I 81.78 TG 80.28 IE 81 8 . ....._ " QIU RETAINING WALL PER SDRSD C-J "-SCALE: 1'' = 10' f---1 ___,~ 1--1 c:::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L163 s24· 38' 14"E 292.80' 6" TYPE G-2, C&G L164 S24" 38' 14"E 275.12' 6" TYPE G-2, C&G c:::::J CURB DATA (PRIVATE) NO. DELTA/BRG I RADIUS I LENGTH I REMARKS L140 L141 L143 Sf£ SH£ET 12 FOR CURB DATA C57 C59 CONSTRUCTION NOTES: @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @CONSRTUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4• AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT O" CURB ONLY PER DETAIL SHEET 3 @)CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @)CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @)SEWER MANHOLE PER CARLSBAD STD DWG S-1 @CONSTRUCT FIRE HYDRANT ASSEMBLY PER CARLSBAD STD DWG W-12 @CONSTRUCT 6" PVC SD SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BU IL T" RCE __ _ EXP. ___ _ REVIEWED BY: DATE ~~~tsµ.4',I. ~'°-!1~1J ·< J ~84. ,,-,..,, "70 T,.. ,--~!!l.• ·.!::~:/' !:;":...l.-!II-L~:f:!:!lll:::7<~G'---------------,-----,-----.-----,---...... ----1.::.:::~:..:::.,;~:_ ___ _ 10 5 0 10 20 30 INSPECTOR DATE OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMENT ~ 6 PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-D9 SUP 16-02 HOP 16-02 GR2021-0019 APPROVED: ~-;NfE~l~~"t~AGER OWN BY: ML CHKD BY: __ _ RVWD BY: GRADING PLAN CDP 16-33 SOP 201B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023SEE SHEET 16 . -Q, • • / I ~ I /4 I I 79.51 TC I 79.01 FL " I ~ I-I ~ ~ I I :t: CJ) lJJ lJJ CJ) \" • C, ~<,:-11-~ <6' I / ,-, .,..,,-I ----1 1 · , BT.00 FS ~ , 84.18 FS ---f-1------------=-1=-------__________ v ------------------------'@>/ --w1 I \83.97FS ---r1-=-~----------,1-=-----------------je---\18" STORM DRAIN-----~!--------= 17:;~§~--x-.) I ~ -RW-------RW-------RW-------RW-------RW----· f~fi\\ _ 39 _GARDEN H/LL J,,CJOP26+q_o _ ~ _ ~ ~ _ rn, 83.4 RIM ~ I _ 21+00 =ta==t--K, .>,,{)..l11H-----_ _ c:::::::__ s _\. . _ _ _ "'u_ _ ~,...___,,,'l _ , ., ~"-... s -+-----6---a" PVC SEWER (PVT) 39-~ ~ '-V I I "---8" PV~EWER (PVT) GAR~EN HIL_L LOO~ / -~ (SEE SHEETS 39-45) :::' ..J I ~ 8" PVC'-f!RE WATER (PVT) _i 8" PVC FIRE WA TfR (PVT) 8: S ~ S: C/l , c C/l :±4" ~ WATER (PVT) -FW~-----1'-FW-----FW--FW-----FW-----FW~~4• PVC WATER (PVT)_FW----~~/+--l-FW----'sc--FWI--FW--~FW -F .. ~ --FW-----FW-- ---FW----_ ... NOTE ---~~---w--+--w_:_ __ ..!...w--~-.:::--w--~SEE S~EET?5-w-+ -w--+-w----w=f-below. Call before you dig. CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION. WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ LL..,"'------DA TUM:_N"'G"-'VD"'-'2""9'---HOR/ZONTAL COORDINATES: N 68"02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK SCALE: 1" = i ~ i 10 5 0 10 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 1 o' DATE c::::J CURB DATA (PRIVATE) NO. DELTA/BRG I RADIUS I LENGTH I REMARKS L152 L156 SEE SHEET 20 FOR CURB DATA L163 L164 CONSTRUCTION NOTES: @ACCESSIBLE ADA ROUT£ OF TRAVEL @CONSTRUCT RIBBON GUTTER PER DETAIL SHEET 3 @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATIVE PAVEMENT PER DETAIL SHEET 3 @CONSTRUCT o• CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MA TfRIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD STD DWG S-1 @ /RR/GA TION SUB-METER, SEE LANDSCAPE PLANS @CONSTRUCT FIRE HYDRANT ASSEMBLY PER CARLSBAD STD DWG W-12 @CONSTRUCT 6" PVC SD i 20 INITIAL i 30 RCE SEE SPECIAL INSPECTION NOT£ ON SHEET 2 "AS BUILT" EXP. REVIEWED BY: INSPECTOR DATE DATE Llr] CITY OF CARLSBAD ~ 6 1 ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-D9 SUP 16-02 HOP 16-02 GRADING PLAN CDP 16-33 GR2021-0019 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r..-e,.,,,,,,u,,,_,. ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML PROJECT NO. DRAWING NO. CHKD BY: CITY APPROVAL RVWD BY: CT 16-07 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023. • I . :-: ! : 1j _ _J -x---7 I 0.7 TG 79.28 IE G) ::i s;® CX, !=> z en 0, I'-) ~ 1.4% -I '--i'""l'!\c~'i_l 1 • ~fj~ . . 79.66 (.I) ex, 9; '-.J I .;. : " "'I 71..!tJ.:>LL.;), µ._f,!l,.J!ll.l~s..;:1,1 7.'33 IEit DW/FS 0, lki 9 TG '8 IE 80.4 p . 79.28 c below. Call before you dig. NOTE s;® ...... z en w ug s;®w z en w 0.8% -CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. CJ) NOTES ~ !;; !# (/j ~ 8j IE.",_ ?e_5 I I I Ja,.,, . Ro.,,, s,0-£ , I / I I Cft /a ,I,/ 0. I I I r:::~~:j'c{"'-1, ,v., if'-10" ~ p,.: ~~-, I -~-~-~~" I • -...__ '-4 I s 39 --z-:::-4·11 // 7 ...... t-!fi 7 ,' . ~~-' = Rt4f~ Dff, ...__ --. ~ 9 :1!03 ·O ?J:a, R1, . .., IE." · 9 1/ . £ 79, 0 ---.: --r::, CATCH BASIN PER DWG NO. 529-9A _ -s; 80.44 FS (TYP G) ::i CX, -c:l PER DETAIL SHEET 3 (.I) s;® z en w DW/FS TG=B0.39 1.5% -G) ::i ex, -0, C, 27 TG 79.77 IE BENCHMARK 85.50 FS DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCA T/ON: WELL MONUMENT STAMPED "CLSB 110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCA T/ON OF ALL DRY UTILITIES. ELEVATION: ___ LL.,,..,______ DA WM: NGVD 29 HORIZONTAL COORDINATES: N 68'02'46" W 2300. 98' GRID 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 . · ·:'.SEE SHEET 5 "-() I!§;: ?9 a 7. : . . . ~-: .., ' '5:>"''\~ ·'1',. .. • 1/ ... _ :4 1/ • -:4 .. . ...... ;_;_ ...... ~ -~ ... -, -;s:,,., :B~s~~~~"0~·? • -• ....... ...... ' .... .. =--= ~-·---~--.. .. ....... 8... -. . -. .A,; -Q .............................. .. ............ , ...... ~ 'p<."R ~Sfl\l ,e----;' ............ "----. . ':-' ' ':-. PL,41\1 Roucff v ...__ · · ...__ ~,t_~~~cp~;~s-=~ ...... ...... R' S-29_9.o/flc. l\l,CR,40<." . '6J:so -:~-::.._ ~~:.;;~~~ .. 1P,,,, ,i Q , ...__ Fe , ...__ ...__ ...__ D ,,,.,p D . ...... . 8,--:;4o (h,,.. issip, .,.,_ -...:_ ...__ · ...__ ...__ ...__ _ ',,...( ~5'.,\-'Wt "'Cf? ...__ --. I 4-0N 1. 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SDRSD M-26 ANO M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT o• CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER CLEANOUT PER CARLSBAD STD DWG S-6 @SEWER MANHOLE PER CARLSBAD STD DWG S-1 @CONSTRUCT 6" PVC SD SCALE: 1" = 1 O' >---1 ---<~ i 10 5 0 10 4.5' CJ NO. L165 L/66 CJ NO. L/41 L/42 L14J L/51 C58 1.6' 9.4' 18" DEEPENED FOOTING 20 30 CURB DATA (PRIVATE) DELTA/BRG RADIUS LENGTH REMARKS N24' 38' 14"W 253.84 6" TYPE G-2, C&G S24' 38' 14"E 256.86' 6" TYPE G-2, C&G CURB DATA (PRIVATE) DELTA/BRG l RADIUS I LENGTH I REMARKS 0 NO. L46 L47 L49 SEE SHEET 1J FOR CURB DATA PRIVATE STORM DRAIN DATA LENGTH BEARINGS SLOPE DESC. 28.45' S24" 38' 1J"E 2.7% 12"HDPE 114.85' N50' OJ' 1 J"E 3.9% 12"HDPE 37.69' S24' 38' 1J"E 4.4% 12"HDPE SLOPE 2:1 SLOPE EX. KEYSTONE WALL PER DWG. 529-9A SECTIONC-C SCALE: 1" = 10' SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUILT" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---t----t------------------l----i-----ll-----i--_J l__1g_j ENGINEERING DEPARTMENT ~ ~P;R;E:;CI~S~E.'.:G;:R;:A;:;D~I~N~G:::P~LA==;N~S=;:FO:=:R:=:::::::::===:::::===:::.:==::=~ OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-D9 SUP 16-02 HOP 16-02 CDP 16-33 GR2021-0019 APPROVED: E~-;Nfi;;;;{'lrr:iAGER OWN BY: ML CHKD BY: __ _ RVWD BY: GRADING PLAN SOP 201B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023below. Call before you dig. s; @01 z en N> 2% -~.0% POOL COPING =25.50 \ 5.35 FS ·••. -.... ··:-:·-··-·· ··•> ~ .... . . . •. . . ·•. ==-=--=--+ =-== IN: .. "". "' . 8 .13 FS / fr"----------~--~t_-x--x--x--x 85.00 FG 85.56 TW 84.72 BW 84.22 TF 86.34 TW 85.84 B 8 C) ~ 0, ="' ~ ~ • 1% -~® )> w z en w 1.4% -1.3% -s;@o z en N> 12.0' 1/ U>l-=U"!H+-t----,~/ (TYP.) (TYP. 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DELTA/BRG I RADIUS I LENGTH I REMARKS L165 SEE SHEET 22 FOR CURB DA TA L166 CONSTRUCTION NOTES: @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATIVE PAVEMENT PER DETAIL SHEET 3 @CONSTRUCT O" CURB ONLY PER DETAIL SHEET 3 @)CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @)CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @)CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD STD DWG S-1 @!RR/GA TION SUB-METER, SEE LANDSCAPE PLANS @CONSTRUCT 6" PVC SD i 30 RCE SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BU IL T" EXP. REVIEWED BY: INSPECTOR DATE DATE NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 ~ CITY OF CARLSBAD ~ t----+---i------------------1----1---1------11----l ~ ENGINEERING DEPARTMENT ~ ~P~R~E~C;:IS~E~GR~A=:D;:I::::N~G::::P~LA~N:=S:::::::F:=OR;::::::::::::::::::::::::=::::::===='-'===~ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTH'NEST OF CANNON ROAD AND ±50 FEET NORTH'NEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ LJ..lt!L._____ DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68"02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MARJA ACRES GR2021-0019 GRADING PLAN PUD 16-D9 SUP 16-02 HOP 16-02 CDP 16-33 SOP 201B-0001 APPROVED: JASON S. GELDERT r.,,.. e ....... at .. ANAGER RCE 63912 EXPIRES 9 30 24 DATE DWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023-0 below. Call before you dig. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN TH[ FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA F/L[S ARE FOR REFERENCE ONLY AR[ NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. /NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENC[S. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL £NG/NEER FOR ALL LIGHTING. 4 SE[ SHEETS 39-45 FOR STR[ET AND UTILITY IMPROVEMENTS BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 F[ET NORTHWEST OF PAC-BELL MANHOL[ ~1>-0f[SS1% ~r R. ~'1(,:: RECORDED: FEBRUARY 2, 2002 k.) t, t"' "' ill~TI~ n• ™~-NwG~~~2~9~-/2 HORIZONTAL COORDINATES: N 68'02'46" W 2300.98' GRID lJ.. ""· a,u85 PT NO. 110 (CLSB-110): N 2000430.401 E 6238770.130 ,'-tr Exp. 09-30-23 * ~ Cty\l.~~-._. PT NO. 126 (CLSB-126): N 2001290.642 E 6236636.005 7,?-OF CAL\\ll"'.:. -HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 CJ CURB DATA (PRIVATE) NO. D[L TA/BRG I RADIUS I L[NGTH I R[MARKS L/45 L/46 L/49 C60 C61 C62 C63 C64 SE£ SHEITS 1J .t 14 FOR CURB DATA CJ CURB DATA (PRIVATE) NO. D[LTA/BRG RADIUS LENGTH REMARKS L/67 N24' 38' 14"W 185.55' 6" TYP[ G-2, C&G L/68 N24' 38' 14"W 155.91' 6" TYP[ G-2, C&G L/69 524' 38' 14"[ 129.09' 6" TYP[ G-2, C&G L170 N24' 38' 14"W 110.06' 6" TYP[ G-2, C&G CONSTRUCT/ON NOTES: (I) CONSTRUCT 6"-0" CURB TRANSITION P[R DETAIL ON SHEET 3 @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT RIBBON GUTTER PER DETAIL SHEET 3 @GRAVITY RETAINING WALL PER SDRSD C-9 @ CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SORSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SORSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATIVE PAVEMENT PER DETAIL SHEET 3 @CONSTRUCT O" CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @)CONSTRUCT TYP[ B CURB & GUTTER ROLL[D P[R SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD sm DWG 5-1 @CONSTRUCT FIR[ HYDRANT ASSEMBLY PER CARLSBAD sm DWG W-12 @ CONSTRUCT 6" PVC SD @)CONSTRUCT 4"W X 6"H SIDEWALK CURB I ~ I >---1 -~ 10 5 0 SEE SPECIAL INSPECTION NOTE ON SHEET 2 SCALE: 1'' = 1 O' 1--1 10 20 "AS BU IL T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 30 ~ CITY OF CARLSBAD ~ >---+----t-----------------+---+-----,>-----,-----1L1±.J~--E-N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PRECISE GRADING PLANS FOR: MARJA ACRES GR2021-0019 GRADING PLAN PUD 16-D9 SUP 16-02 HOP 16-02 CDP 16-33 SOP 201B-0001 APPROVED: JASON S. GELDERT E~-;N~TR1~";{'irr:iAGER RCE 63912 EXPIRES 9/30/24 DATE OWN BY: ML I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY >---~----1--~-----1 : ---CT 1 6-07 529-9B OTHER APPROVAL CITY APPROVAL L.cRc..'V_.'.'W'.-"'.D__cB':..Yc.:.:-===J ~--------~ PLAN 3PLAN 1PLAN 2Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023below. Call before you dig. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ~ 00 -"' Sll~IT.'..Ei_d0 1/l'-.!..il.,.""'--.l..>! 4 • -s;;:"U ®""" (/) · .. • ,: Ci) '-:, .. 1'1 .. T' .'' z (./) (:);) '. .,. I'.) t >··> \ \ \ J.8% 8)/.27 FS ' I I w---.____==I DW/'fS--1t-,-11:::±aHt-~,--+---':-\+----11 (/) :E 1 \8/.44 IFS Ul}-P:iF\+-·-,r,.~ (TYP 00 -.,_._ ' -:· -"' .• ' I 24.o' oo'l~'Tf-----t---"--""---+-----\---!il \/ s;® (/) C) :::i z en 00 ·: . i w -<O 1.3% <O -,• •c DW/FS 2%' -~ I -81.58 TC-2.0%7 81.08 FL ' ·o,: \;\! bJ s: (/) Q. , <o 81.98 TC 81.48 FL \ C) :::i 00 (/) -.... '-J DW/FS C) :::i 00 (/) -0, ... ►~@ Cl ► c:,, ► z en "" 1.4% ~@ z en ~ 1.8% C) :::i 00 -c:;l d • C) :::i 00 !'.J 0 0 ~ SUBDIVISION ---------. ----------13'0UNU/ffi'r ------------NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. J SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS I _L _ _,. ' BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ .LJ...>lJL______ DA TUM:_N"'G"-'VD""-'2""9'---HORIZONTAL COORDINATES: N 68"02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.1 JO E 6236636. 005 2.58 FG ;g=R Oo, o,W "' is, 0, "' C) 82.35 82.67 FS II 82.62 TG 81.84 IE .£; 1~ • ;::82.70 FS ~tJq,.z21LF~'4~cc.:·•···'::jJ·\' 82.5 85.08 ;g=R Oo, 0,"' "' :..., C,"' C) ~@ :::i 00 z "" :" "" c:;l 1?i.. ~ • ~ ,., 00 :" c:;l 1% -1 ·1 84.98 FL PER SDRSD C-J 4.0' ' 85.08 FG 85.60 TW 85.59 FS 81.99 TF ~®~ zO w en 1% -1.1% -DATE INITIAL OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ENGINEER OF WORK ~ 1-tlj ::r: C/) tlj C/) REVISION DESCRIPTION UNIT IE@ NO. MAIN 9/S 75.86 92S 75.4J 9JS 75.04 94S 74.66 95S 74.70 96S 75.09 97S 75.49 98S 75.81 PRIVATE SEWER LATERAL DATA RISE@ IE@ FS@ DEPTH@ BACKFLOW MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 0.75 7.0' 2.0% 76.75 82.15 5.40' NO 0.75 7.0' 2.0% 76.J2 82.72 5.40' NO 0.75 7.0' 2.0% 75.9J 81.lJ 5.J9' NO 0.75 7,0' 2.0% 75.55 80.93 5.J8' NO 0.75 17.0' 2.0% 75.79 81.35 5.56' NO 0.75 17.0' 2.0% 76.18 81.52 5.J4' NO 0.75 17.0' 2.0% 76.58 81.83 5.25' NO 0.75 17.0' 2.0% 76.90 82.15 5.25' NO c:::::> PRIVATE SEWER LINE DATA NO. LENGTH BEARINGS SLOPE DESC. L15 106.29' S24" J8' 1J"E 1.57% 6"PVC c::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L171 S24" J8' 14"E 93.49' 6" TYPE G-2, C&G L172 N65" 21' 49"E 24.00' 6" TYPE G-2, C&G L17J N24" J8' 14"W 93.49' 6" TYPE G-2, C&G CONSTRUCTION NOTES: @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @ CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATIVE PAVEMENT PER DETAIL SHEET J @ CONSTRUCT o• CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @)CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD $TO DWG S-1 @CONSTRUCT 6" PVC SO @)CONSTRUCT 4• PVC SD @CONSTRUCT NDS AREA DRAIN @CONSTRUCT SIDEWALK UNDER DRAIN PER SDRSD D-27 SCALE: 1'' 1 o· ,__1 ----<~ 1--1 10 5 0 10 20 "AS BUILT" SEE SPECIAL INSPECTION NOTE ON SHEET 2 DA lE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 6 5 ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 GRADING PLAN CDP 16-33 GR2021-0019 SOP 2D1B-0001 APPROVED: r.,,.., e,..,.,, tt ,,,_,. JASON S. GELDERT ENGINEERING MANAGER OWN BY: ML CHKD BY: __ _ RVWD BY: RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B 3 Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023=-\----=1-~ ____ \'=2'1-X24 INLET PER .... _ , ...... ..,,,,_.., 9A ~ ----------I NOTE CONTRACTOR TO V[RIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! .llL ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. \/[RT/CAL suRV[Y coNTRoL. Call before you dig. SEE SHEET21 .L ... . ,., NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS "=, =. ~ =. -=, = ?. . ... . ... BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURV[Y NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ .LJ....>l,!L______ DA TUM:_N"'G"-'VD"'--'2""9'---HORIZONTAL COORDINATES: N 68'02'46" W 23DO. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 . SEE SHEET23 _,._... . / OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ----UNIT IE@ NO. MAIN 99S 78.55 100S 78.32 101S 78.10 102S 77.87 103S 78.52 104S 78.35 105S 78.13 106S 77.91 107S 80.58 108S 80.35 109S 80.13 110S 79.90 11/S 79.94 112S 80.16 113S 80.38 114S 80.55 -----< ___.,._w --< SCALE: 1" = 10· >---1 ---f~ i 10 5 0 10 PRIVATE SEWER LATERAL DATA RISE@ IE@ FS@ DEPTH@ BACKFLOW MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 0.75 7.0' 2.0% 76.44 84.84 5.40' NO 0.75 7.0' 2.0% 79.21 84.60 5.39' NO 0.75 7.0' 2.0% 78.99 84.38 5.39' NO 0.75 7.0' 2.0% 78.76 84.16 5.40' NO 0.75 17.0' 2.0% 79.61 84.86 5.25' NO 0.75 17.0' 2.0% 79.44 84.69 5.25' NO 0.75 17.0' 2.0% 79.22 84.47 5.25' NO 0.75 17.0' 2.0% 79.00 84.20 5.20' NO .075 7.0' 2.0% 81.47 86.87 5.40' NO .075 7.0' 2.0% 81.24 86.63 5.39' NO .075 7.0' 2.0% 81.02 86.41 5.39' NO .075 7.0' 2.0% 80.79 86.19 5.40 NO .075 17.0' 2.0% 81.03 86.22 5.19' NO .075 17.0' 2.0% 81.25 86.50 5.25' NO .075 17.0' 2.0% 81.47 86.72 5.25' NO .075 17.0' 2.0% 81.64 86.89 5.25' NO C::::> PRIVATE SEWER LINE DATA NO. LENGTH BEARINGS SLOPE DESC. L16 106.29' s24• 38' 14"E 1.14% 8"PVC L17 106.29' S24' 38' 14"E 1.15% 6"PVC CJ CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L174 S24' 38' 14"E 93.50' 6" TYPE G-2, C&G L175 N65' 21' 49"E 24.00' 6" TYPE G-2, C&G L176 N24" 38' 14"W 93.50' 6" TYPE G-2, C&G L177 S24' 38' 14"E 93.50' 6" TYPE G-2, C&G L178 N65' 21' 49"E 24.00' 6" TYPE G-2, C&G L179 N24' 38' 14"W 93.50' 6" TYPE G-2, C&G CONSTRUCT/ON NOTES: @ACCESSIBLE ADA ROUTE OF TRAV[L @CONSTRUCT CONCRETE STEPS WITH PROTECT/\/[ RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAV[MENT OV[R 12" BASE COURSE @CONSTRUCT DECORATIV[ PAV[MENT PER DETAIL SHEET 3 @CONSTRUCT O" CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAV[MENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD sm DWG S-1 @CONSTRUCT 6" PVC SD @CONSTRUCT 4• PVC SD @CONSTRUCT SIDEWALK UNDER DRAIN PER SDRSD 0-27 20 SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUil T" RCE __ _ 3IO REVIEWED BY: EXP. ___ _ INSPECTOR DATE DATE fSHm7 CITY OF CARLSBAD ~ >---+---t-----------------+---+------,>------,f---'L1£._J'--__ E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~~ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES GR2021-0019 GRADING PLAN PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r..-e ....... u,,,_,. ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE DWN BY: ML CHKD BY; __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023--. -i:/ · ~. : .· . , ·.: .. _ f /\ <. \;:I__,_.-'-'-.·~ SEE SHEET 24 ~--_.c_ .. .__q.·· ~· ·"-'-'· vss· :::Ji l2 "' 00 "' '\ .. ,. . .. 88.64 FS I o:i o:i 88.79 TC, f'-. ~ ---~ -~--~ ~ \ _L..---1......., -I i -·RW-------RW-------RW------'-=-~ -. --RW---_.:_ --RW------r-_-~ i"-7--. . GARDENHILLLO()p--'\ .. p,c ,;:-.. l (P~· ~~ ~"~~:::-· --RW---_. --RW-1 :---RW-------RW------RW-------RW---_:_ ~ GA~DEN Hl~L1-oq~ -f~/~.4RIM~2~00 s -'1 ~---s----S - s - s s :, ~3~0~~-----------~;-----------------"" ,,._,__,/ 0~-(SEE SHEETS 39-45) ! 8" PVC SWR PER ~ °' --FW-----FW--(SEE SHEETS 39-45)~-. "'"' I '.31 /8" PVC FIRE WA1ER (PVT) I ~ ~ -_-_FWW---~-----FW w~--.L/~·F±"'4w"-Pv_c_F:~1ER (PVT) =~Qo_ co FW------FW·-----Fw--i=--FW----'~-~ FW---FW----h(~ -~FW--~----.~ • -o,_:::, --FW---FW--FW-----FW-W "'·---"'------w------f'-...... w---w-~--b_f;!-... ----w---.---w•------11 -~w-----+-W , l "'-...· r-1 -J.. co ~ w---'-W -~ 1 @a7.93 FL '-, 88.03 F.l,[,q . ,o w "'-'='-24!1c24-/N~E-T-PER-_wt;_N0-529-9A-~ I-~ Cl) lli Cl) PRIVATE SEWER LATERAL DATA UNIT IE @ RISE @ IE @ FS @ DEPTH @ BACKFLOW NO. MAIN MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 115S 81.87 .075 7.0' 2.0% 82. 76 86.16 5.40' NO 116S 82.09 .075 7.0' 2.0% 82.98 86.38 5.40' NO 117S 82.31 .075 7.0' 2.0% 83.20 88.60 5.40' NO 118S 82.55 .075 7.0' 2.0% 83.44 88.84 5.40' NO 119S 81.91 .075 17.0' 2.0% 83.00 88.19 5.19' NO 120S 82.13 .075 17.0' 2.0% 83.22 88.47 5.25' NO 121S 82.35 .075 17.0' 2.0% 83.44 88.69 5.25' NO 122S 82.52 .075 17.0' 2.0% 83.61 88.86 5.25' NO 123L 83.94 .075 7.0' 2.0% 84.83 90.23 5.40' NO 124L 83.71 .075 7.0' 2.0% 84.60 90.00 5.40' NO 125L 83.49 0. 75 7.0' 2.0% 84.38 89. 77 5.39' NO 126L 83.24 0.75 7. D' 2. 0% 84. 13 89. 55 5. 42' NO 182L 83.30 0. 75 17.0' 2.0% 84.39 89.25 4.86' NO 183L 83.52 0. 75 17.0' 2.0% 84.61 89. 76 5.15' NO 184L 83.74 .075 17.0' 2.0% 84.83 90.08 5.25' NO 185L 83.91 .075 17.0' 2.0% 85.00 90.25 5.25' NO c::::> PRIVATE SEWER LINE DATA NO. LENGTH BEARINGS SLOPE DESC. LIB 106.30' S24' 38' 13"E 1.18% 6"PVC L19 106.43' S24' 38' 13"E 1.25% 6"PVC c::::J CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L180 S24' 38' 14"E 94.44' 6" TYPE G-2, C&G L181 N65" 21' 49"E 24.00' 6" TYPE G-2, C&G L182 N24' 38' 14"W 95.50' 6" TYPE G-2, C&G L183 N24" 38' 14"W 93.63' 6" TYPE G-2, C&G L184 S65' 22' 26"W 24.00' 6" TYPE G-2, C&G L185 N24' 38' 14"W 93.63' 6" TYPE G-2, C&G CONSTRUCTION NOTES: @ACCESSIBLE ADA ROU1E OF TRAVEL @ CONSTRUCT CONCRE1E S1EPS 'MTH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4• AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATIVE PAVEMENT PER DETAIL SHEET 3 @CONSTRUCT O" CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @)CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCR£1E PAVEMENT, CONCRETE MA1ERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @)SEWER MANHOLE PER CARLSBAD STD DWG S-1 @CONSTRUCT 6" PVC SD @CONSTRUCT 4" PVC SD @CONSTRUCT SIDEWALK UNDER DRAIN PER SDRSD 0-27 @CONSTRUCT 6" 'MDE X 4" DEEPENED FOOTING SCALE: 1" = 10' <--I___,~ 1--1 i -= ~ 10 5 0 10 20 30 "-"-" / ---.. 1 .. .. / L "' ' S/JB0/V/Sl0N---. L!.-'<...Ll -/ "' L ________ > ------------~----~=======-==-==-"' / ~ -,., ... t-,., . -.~ / --------. -. . .. _._ -. . . ~• . . --t-I ----<I----ii+-------: SEE SPECIAL INSPECTION N01E ON SHEET 2 "AS BUILT" RCE __ _ EXP ____ _ REVIEWED BY: DATE J _,_ I -----=-~[Pl~~•i@1"~~(0)c~.[0)~(0)(Q) A ~--,•:'--.. __ _,-ffi.'\[Pl~o i®"fci3l-5l~-c(O)•~-lOJllJJ ~ --, ,; -/ii "' -"""""" -c -~ ~= " • ,; 1 --~---. -,; : ,; -A ------,,---=~_......,,;':.--=-~--::::::.:~c\l.,\,-------~-·..llll'4r-IB]---------------------=-----::..1, --------- - - - -.!wu7-- - - - - - - - - -.:_ ,__ --- - - - --= -"""--~ ,e,wu @@ ..'.'. - -.:: - - - - - - -~ - - - - - - - --= = = = = --ffel[Pl-lNJ,,~__(Q)]~ NO TE ---- - - - - - - - - - ---1 -----1 - - - - - --\lJ.11.QJ - --_________ -=--~====t-l~-~===~=========~-~-~======-~~~~::======"t====r====c====r===Jr;:::;;:::;;;::~1N;s;P~EC~T~o;R::::;:::::;;;;::::==::::::::===~D~A~T~E=~ 0 below. Call before you dig. CONTRACTOR TO VERIFY THE EXACT LOCATION OF BENCHMARK ~ CITY OF CARLSBAD ~ EXISTING UTILITIES IN TH£ FIELD PRIOR TO DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 1---1--+----------------1-----1---1----L-_J l__1Z_j ENGINEERING DEPARTMENT ~ CONSTRUCTION. ~~~.':;;~~~~~~======'--'===~ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ,. NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS LOCATION: WELL MONUMENT STAMPED "CLSB 110 L.S. 6215" IN PRECISE GRADING PLANS FOR: NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE ~1>-0f[SS1% RECORDED: FEBRUARY 2, 2002 I,'~ R. ~«.: ELEVATION: 71 °" DA TUM: NGVD 29 I, t 'L---~ \ uo I I HORIZONTAL COORDINATES: N 68'02'46" W 2300.98' GRID (I.. 11 --n WES WEILER LANDY PT NO. 110 (CLSB-110): N 2000430.401 E 6238770.130 ,\tr itot~3~~~3 * PLANNING & ENGINEERING PT NO. 126 (CLSB-126): N 2001290_642 E 6236636_005 ~ C/VI'-~~-.., Tel. 760.929.2288 Fax. 760.929.2287 'It OF CAL\\ll"'.:. 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA lE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL MARJA ACRES GR2021-0019 GRADING PLAN PUD 16-09 SUP 16-02 HDP 16-D2 CDP 16-33 SOP 2D1 B 0001 APPROVED: JASON S. GELDERT r ,,_ e,.,,.,. u ,,,_,. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16 07 I DRAWING NO. _ 529 9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023, 88.64 /-;i 88.31 FS / . ----RW-----RW------RW---- -NOTE CONTRACTOR TO VERIFY 7HE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. VERTICAL suRVEY coNTRoL. Call before you dig. SEE SHEET24 ... ' ~ . .. . .; I. .<( • J NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS. ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. J SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS . ... . BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORJHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ _LJ_,....,,_______ DA TUM:_N"'G""VD""-'2""9'---HORIZONTAL COORDINATES: N 5a·o2•45• W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.1 JO E 6236636. 005 SEE SHEET 14. ... ~ / / / / :,.,_ .. .. . -PRIVATE SEWER LATERAL DATA UNIT NO. IE@ MAIN RISE @ IE @ FS @ OEPJH @ BACKFLOW MAIN LENGJH SLOPE CURB CURB CURB REQUIRED 186L 82.93 0.75 7.0' 2.0% BJ.82 89.07 5.25' NO 187L 82. 71 0.75 7.0' 2.0% BJ.60 88.85 5.25' NO 188L 82.49 0.75 7.0' 2.0% BJ.JB 88.64 5.26' NO 189L 82.20 0.75 7.0' 2.0% BJ.09 88.29 5.20' NO 190L 82.26 0.75 17.0' 2.0% BJ.J5 88.39 5.04' NO 191L 82.52 0.75 17.0' 2.0% BJ.61 88.61 5.00' NO 192L 82.74 0.75 17.0' 2.0% BJ.BJ BB.BJ 5.00' NO 19JL 82.96 0.75 17.0' 2.0% 84.05 89.05 5.00' NO 194L 81.49 0.75 7.0' 2.0% 82.JB 87.49 5.11' NO 195L 81.22 0.75 7.0' 2.0% 82.11 87.36 5.25' NO 196L 80.95 0.75 7.0' 2.0% 81.84 87.09 5.25' NO 197L 80.51 0.75 7.0' 2.0% 81.40 86.59 5.19' NO 198L 80.59 0.75 17.0' 2.0% 81.68 86.80 5.12' NO 199L 80.99 0.75 17.0' 2.0% 82.08 87.08 5.00' NO 200L 81.26 0.75 17.0' 2.0% 82.35 87.35 5.00' NO 201L 81.53 0.75 17.0' 2.0% 82.61 87.62 5.01' NO c:::::> PRIVATE SEWER LINE DATA NO. LENGJH BEARINGS SLOPE OESC. L11 106.81' S24" JB' OB'"E 1.62% 6"PVC L20 106. 79' S24. JB' 10"E 1.21% 6"PVC CJ CURB DATA (PRIVATE) NO. OELTA/BRG RAO/US LENGTH REMARKS L186 s24• JB' 14"E 93.65' 6 •• TYPE G-2, C&G L187 N65" 22' 26 "E 24.00' 6" TYPE G-2, C&G L188 N24. JB' 14"W 93.66' 6" TYPE G-2, C&G L189 N24" JB' 14"W 93.68' 6" TYPE G-2, C&G L190 555· 22' 26"W 24.00' 6" TYPE G-2, C&G L191 S24" JB' 14"E 93.68' 6" TYPE G-2, C&G CONSTRUCTION NOTES: @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SORSO M-26 ANO M-24 @CONSTRUCT CONCRETE SIDEWALK PER SORSO G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATIVE PAVEMENT PER DETAIL SHEET J @CONSTRUCT o• CURB ONLY PER DETAIL SHEET J @)CONSTRUCT 6" CURB ONLY PER SORSO G-1 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SORSO G-4A @)CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL ANO FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD sm OWG S-1 @CONSTRUCT 6" PVC SO @CONSTRUCT 4• PVC SO @CONSTRUCT SIDEWALK UNDER DRAIN PER SDRSO 0-27 @CONSTRUCT 6" WIDE X 4• DEEPENED FOOTING SEE SPECIAL INSPECTION NOTE ON SHEET 2 >---1 ----,~ 10 5 0 SCALE: 1" 1 o· 1--1 10 20 "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: DATE 30 1----+---+--------------+-----J--l----+--------l~~C-IT_E_X_1N_£_RF_IN_G_~_E¾_AR_RT_~-~-~-A_D---j~ OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR MARJA ACRES PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 GR2021 -0019 APPROVED: E~~Nf;;l't~AGER OWN BY: ML CHKD BY: __ _ RVWD BY: GRADING PLAN SDP 2018-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023below. Call before you dig. SEE SHEET 15 r, ----------RW------RW----RW--------R'N------"RW----------R~ ----RW---RW-----RW---· --R . -GARDE_N HILL_ LOOP~ f!F/4.85.3 RIM ~~4• PVC RCLM WATER (PVT) NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ..., ~ ~ ~ ..., \\ JI (SEE SHEETS 39-45) -= -NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTILITY IMPROVEMENTS -BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ f..Llt!L_____ DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68"02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 ... .· .... I 9= OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 CUU RETAINING WALL PER SDRSD C-4 if-----,~ 10 5 0 UNIT IE@ NO. MAIN 202L 80.66 203L 80.44 204L 80.22 205L 79.79 206L 79.85 207L 80.25 208L 80.47 209L 80.69 SCALE: 1" = 1 O' 1--1 10 20 PRIVATE SEWER LATERAL DATA RISE@ IE@ FS@ DEPTH@ BACKFLOW MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 0.75 7.0' 2.0% 81.55 86.79 5.24' NO 0.75 7.0' 2.0% 81.33 86.58 5.25' NO 0.75 7.0' 2.0% 81.11 86.25 5.14' NO 0.75 7.0' 2.0% 80.68 85.80 5.12' NO 0.75 17.0' 2.0% 80.94 86.12 5.18' NO 0.75 17.0' 2.0% 81.34 86.34 5.00' NO 0.75 17.0' 2.0% 81.56 86.56 5.00' NO 0.75 17.0' 2.0% 81.78 86.78 5.00' NO C::::> PRIVATE SEWER LINE DATA NO. LENGTH BEARINGS SLOPE DESC. L/2 106.84' S24" 38' 23"E 1.40% 6"PVC CJ CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS L192 N24" 38' 14"W 93.70' 6" TYPE G-2 • C&G L/93 N65" 22' 26"E 24.00' 6" TYPE G-2, C&G L/94 N24" 38' 14"W 93.71' 6" TYPE G-2, C&G CONSTRUCTION NOTES: @ ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SORSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATIVE PAVEMENT PER DETAIL SHEET 3 @ CONSTRUCT O" CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @)SEWER MANHOLE PER CARLSBAD STD DWG S-1 @CONSTRUCT 6" PVC SD @CONSTRUCT 4" PVC SD @CONSTRUCT SIDEWALK UNDER DRAIN PER SDRSD 0-27 @)CONSTRUCT 6" WIDE X 4" DEEPENED FOOTING 30 SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUILT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE fSHm7 CITY OF CARLSBAD ~ t---+---i------------------1----1---1---1---.I l___g2_j ENGINEERING DEPARTMENT ~ ~P~R~E~C;:IS~E~GR~A=D;:I::::N~G::::P~LA~N:=S:::::::F:=OR;::::::::::::::::::::::::=::::::===:::-'===~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: £-;NfE~l~~"t~AGER OWN BY: ML CHKD BY: __ _ RVWD BY: GRADING PLAN SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023below. Call before you dig. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTTON. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ... ·· _J& w--58 TW .;i, i. 28 FG ul'i. ·'· ~5 TF 6.58 FG I~ 86.50 TW 84.43 TF 39 84.94 RIM -u "Tl ►-n Ooo 000> 0, . . ..... o"' SEE SHEET 15 ~ A C) ::::i "" z "-> a:: ~ ~::;: ~---§; +-1-1-~ _J Q "' , ... --------DW/FS }% ~@ )> ~ Z 01 .I>,. ,-86.14 FS 86.58 FG l...,J ' ) ~tt-s:--Jtsc::_-UE~===~-~=~--~-1----~f,---12_,,_. a%. ~® .I>,. ,-u, tli 85.99 FL 86.23 FS . p;ir; DW FS 1 · 4.Q'~ I <. I ·C· "<•· --,~ 85.78 TG • 0. % 86. 40 FS 84.28 IE • ••••. C .72 FS -U-n ►-n C) ::::i Ooo "" 000> 5'> 0,:..., c:, i::> "' c:, ~"' SUB.DIVIS/ON ~® CJ) C) )> ~ z ~ ::::i .i,.. r "" u, 1.7% 0, -0, DW s ·.,, I§\{~ f-----.;~-+-~-"=--+t-J!j_J .. , ... "" CJ) "'-·/ µ, ~ Ol ~1 i '° DWG O 529-9A RETAINING WALL ~ ER ROUGH GRADE PLAN ~ DWG. NO. 529-9A -U-n ►"T1 Ooo 000> "'. . "" "' "' 85.50 FG ..1/ 85.20 TG ' • 83.47 IE , I I I _.J . / / / 44 /,I B1.04 "~-,.~-. i'/I 85.38 H 7:46 IE I/ mo~ ~2ll.._fli..;§iis/t'-'-;:~~-;~]i ;~-•--• .CV/"'-2:-9~ ~ ~=R Ooo C) 00 0, "'. ::::i . "" "' "' "" u, u, c:, I ,.,,,.~.-.-I I • I : 8 83.36 TG 78.52 IE PER DWG. 82.00 FS 529-9A BOUNDARY --==-===:-=:-==-=-===:-=:-=-=:-=-=-===:-===='=~=-=~;=-=-=::-:.-!-=.c=:-=-=~~);,,~~~==-------------------------------------------------------< ill1 ~i~~(OO_ ----------------UNIT IE@ NO. MAIN 210L 79.62 211L 79.30 212L 78.98 213L 78.74 214L 78.76 215L 79.02 216L 79.34 217L 79.67 SCALE: 1" = 1 O' if----,~ 1--1 10 5 0 10 20 PRIVATE SEWER LATERAL DATA RISE@ IE@ FS@ DEPTH@ BACKFLOW MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 0.75 7.0' 2.0% 80.51 85.77 5.26' NO 0.75 7.0' 2.0% 80.19 85.44 5.25' NO 0.75 7.0' 2.0% 79.87 85.12 5.25' NO 0.75 7.0' 2.0% 79.63 84.89 5.26' NO 0.75 17.0' 2.0% 79.85 84.78 4.93' NO 0.75 17.0' 2.0% 80.11 85.11 5.00' NO 0.75 17.0' 2.0% 80.43 85.44 5.01' NO 0.75 17.0' 2.0% 80.76 85.76 5.00' NO c::::> PRIVATE SEWER LINE DATA NO. LENGTH BEARINGS SLOPE DESC. L13 106.87' S24' 38' 14"E 1.31% 6"PVC CJ CURB DATA (PRIVATE) NO. OELTA/BRG RADIUS LENGTH REMARKS L195 s24· 38' 14"E 93.73' 6" TYPE G-2, C&G L196 N65' 22' 26"E 24.00' 6" TYPE G-2, C&G L197 N24. 38' 14"W 93.73' 6" TYPE G-2, C&G CONSTRUCTION NOTES: @ACCESSIBLE ADA ROUTE OF TRAVEL @CONSTRUCT RIBBON GUTTER PER DETAIL SHEET 3 @) CONSTRUCT CONCRETE STEPS WITH PROTEC TT VE RAILING PER SDRSD M-26 AND M-24 @CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7 @CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE @CONSTRUCT DECORATTVE PAVEMENT PER DETAIL SHEET 3 @CONSTRUCT O" CURB ONLY PER DETAIL SHEET 3 @CONSTRUCT 6" CURB ONLY PER SDRSD G-1 @CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2 @CONSTRUCT TYPE B CURB & GUTTER ROLLED PER SDRSD G-4A @CONSTRUCT 8" PCC CONCRETE PAVEMENT, CONCRETE MATERIAL AND FINISH PER LANDSCAPE PLANS, REINFORCEMENT PER SOILS ENGINEER @SEWER MANHOLE PER CARLSBAD sm DWG S-1 @)/RR/GATTON SUB-METER, SEE LANDSCAPE PLANS @CONSTRUCT 6" PVC SD @CONSTRUCT 4• PVC SD @CONSTRUCT SIDEWALK UNDER DRAIN PER SDRSD 0-27 @CONSTRUCT PEDESTRIAN SAFETY RAIL PER SDRSD M-24 @CONSTRUCT 6" WIDE X 4" DEEPENED FOOTTNG 30 SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUILT" RCE ___ EXP. ___ _ REVIEWED BY: DATE --______ ---ffel[Pl[ilt ~(D)'y ~3:Bl'i ~ 1[0).::(0).(D)_ --- - -· --~.::.:=.:=.:=J~====i==============================-=-=r-=-==-=Jc-=-==J[===-=1-=-===Jr;:::;:::::::::::::;-1;:::IN~S~P~EC~T~O=R=::::::=======::::::-::DA;T~E=~ fSHm7 CITY OF CARLSBAD ~ NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCA T/ON OF ALL DRY UTILITIES. 3 SEE LIGHTTNG PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE SHEETS 39-45 FOR STREET AND UTTLITY IMPROVEMENTS BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ f..Llt!L_____ DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68"02'46'" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 t---+----i------------------1-----1----1---1----l l__1Qj ENGINEERING DEPARTMENT ~ ~P~R~E~C;:IS~E~GR~A=D;:I::::N~G::::P~LA~N:=S:::::::F:=OR;::::::::::::::::::::::::=::::::===:'-'===~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES GR2021-0019 GRADING PLAN PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r-,_ e,.,,.,.u,.,. ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/202375 70 65 60 55 50 45 9+80 C, "' d :;,: Si "' 8 ~ g ..,. "' t i?i -,,, ..,. "' "' "' 10+00 6" PVC SEWER LATERAL {p 89.73 L.F. 8" SEWER @ -0.70% NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. vERTICAL suRVEY coNTRoL. Call before you dig.------------,,, -0, ..; "' ;,; §1 ,: ol ~ ~ ~ ~ + ~ ~ -~ ~ ~ ~ d "" RMSH SVRF,cc 0\ ,: q;_ OF SEWER MAIN 175 ~ ~ ~ ~ ::3 t i?i ' -I <:, I ~ ~ 8 137.57 L.F. <:, ~ ~ l"i ~ 8" SEWER ~ C, --~~ 56.54 L.F. C 900 ,,, @ -0.70% C, ~ a:: -8" SEWER "' i::: ~ u "-"' <ig> :;,: c!; 5,: ~ -:;,: I: oi !:!::! @ -0.71% ~ ...... ~ :;j 11+00 Dl c!; :;J ~ ~ ~ + :Ii --11+84.47 SD XING 46.85 FL 12+00 PROFILE -SEWER MAIN 6 (PRIVATE) • • f • • , • ' /. I . , . SCALE: HRIZ. 1 "=20' VERT. 1"=4' J · / · · I · I · ·I· ·I· · . ;'..49'/L.'f'"I-_....._____._ .. I . , __ 1.·,·. -✓·.1.;rr 1'/.· ·..--1 I .. I I .... ..: -..,. "' ~ cc:c:::i ro ~tn ;,; ~ o; &l -+ ;)!; ~ {;~f~tt~;:;f}:f ◊ SEWER ~ -· "' lj DATA (PRIVATE) ..,. d :;,: ,: DI ;;(; ~ ~ ~ ~ <o <o <:, "" vj ~ " a:: ..,. u Lu ~ ~ ;;; ~ a:: ... . ..: .... <o '-" "" 5,: Dl ~ ~ -..; 00 ~ ..... + . ~ ::g ,,, ,,, -..., ~ 0, 1n 13+00 PLAN -SEWER MAIN 7 (PRIVATE) NO. LENGTH DELTA/BRG RADIUS REMARKS SCALE: 1" = 20' CONSTRUCTION NOTES: @SEWER CLEANOUT PER CARLSBAD STD DWG S-6. @ SEWER MANHOLE PER CARLSBAD STD DWG S-1. NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE ON-SITE IMPROVEMENT PLANS FOR PRIVATE WATER 24 29 30 55 89.73' s14·53'1o·w 8" PVC, SDR-35 137.57' S75"06'47"E 8" PVC, SDR-35 56.54' S27"34'54"E 8" PVC, C-900 271.15' S24"38'14"E 8" PVC, C-900 BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ LL,_,2.IL______ DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68"02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 E 6238770.130 PT NO. 126 (CLSB-126): N 2001290.642 E 6236636.005 75 95 70 90 II ~ 65 85 60 80 _:5 ::is" ::, <( ~~ Q ij ~ Q "' :~ C, 0, o-d....-j :;,: " 0 .... ,: " -++ 6.0 ~~ ~ ~ 1.85% 55 75 ~~ ,,, ,,, 50 70 <o ~ "' -. -N "' "' 45 65 13+25 9+9010+00 PRIVATE SEWER LATERAL DATA UNIT IE@ RISE@ IE@ FS@ NO. MAIN MAIN LENGTH SLOPE CURB CURB 35S 75.82 0.75 7.0' 2.0% 76.71 81.87 36S 75.24 0.75 7.0' 2.0% 76.13 81.43 37S 74.65 0.75 7.0' 2.0% 75.54 80.99 38S 74.07 0.75 7.0' 2.0% 74.96 80.54 39S 73.48 0.75 7.0' 2.0% 74.37 80.10 40S 73.99 0.75 17.0' 2.0% 75.08 80.53 41S 74.54 0.75 17.0' 2.0% 75.63 80.95 42S 75.13 0.75 17.0' 2.0% 76.30 81.39 43S 75.71 0.75 17.0' 2.0% 77.01 81.84 44S 76.80 0.75 17.0' 2.0% 77.11 83.92 ~:ii+esrl~HOWES I WEILER I LANDY \MILL,, PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 2.00% 40S 41S ~ ID ~ (~ ~ 385 J7S g;,J 0, "' -~ "' t l t h -DEPTH @ BACKFLOW UNIT CURB REQUIRED NO. 5.16' YES 45S 5.30 YES 46S 5.45' YES 47S 5.58' YES 48S 5.73' YES 49S 5.45' YES 50S 5.32' YES 51S 5.25 YES 52S 4.83 YES 53S 6.81 NO 54S 55S 11+00 FINISH SURFACE @\ q;_ OF SEWER MAIN .'o~'/o 2.00% 266,0 LJ, 8" sEl'£R @ 2.62% ~ PROFILE -DELPHINIUM SCALE: HORIZ. 1 "=20' VERT. 1"=4' 4JS ADA @ ~ \ 2.00% 455 ) ~ 1.95% 12+00 II 48S N ;--,.-...... _,.if+ ,o 49S ADA ,,, ~ R!. 95 ~ d :;,: -,: DI 90 ~ "' Ct: ..; ::s "' ~ :fi 85 ~ 80 ,,, ~ c:i 0:, 75 70 65 12+80 ·-··-·-··-··I--··--·-··-·-··-··-· -. -. - . -.. I-.. -I-·- ·-·-··-·+-··-1-( D ~ ~ 36S J5S 11 i 55S rn ~ (~ 54S 535 ~ ~ )i.~ r:;_· <o o:; ,~ .....Jf;t -nL 0 ---"' "' .... <o r-.: o; " "' + l + h ---PLAN -SEWER LATERAL 7 (PRIVATE) SCALE: 1" = 20' PRIVATE SEWER LATERAL DATA IE@ RISE@ IE@ FS@ DEPTH @ BACKFLOW MAIN MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 77.27 0.75 17.0' 2.0% 77.69 84.27 6.58 NO 77.86 0.75 17.0' 2.0% 78.42 84.70 6.28 NO 78.44 0.75 17.0' 2.0% 79.14 85.14 6.0 NO 79.03 0.75 17.0' 2.0% 79.87 85.57 5.7 NO 79.72 0.75 17.0' 2.0% 80.79 86.09 5.39 NO 79.78 0.75 7.0' 2.0% 80.57 86.03 5.42 NO 79.14 0.75 7.0' 2.0% 79.82 85.65 5.83 NO 78.56 0.75 7.0' 2.0% 79.09 85.20 6.11 NO 78.57 0.75 7.0' 2.0% 78.36 84.76 6.40 NO 77.39 0.75 7.0' 2.0% 77.63 84.32 6.69' YES 76.93 0.75 7.0' 2.0% 77.07 83.97 6.9' YES ~ rn ~ 52S >---1 ----j~ 20 10 0 ~50S 1 51S j SEE SPECIAL INSPECTION NOTE ON SHEET 2 SCALE: 1" = 20' 1--1 20 40 "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR 60 DATE DATE fSHm7 CITY OF CARLSBAD ~ 1----1---+-----------------+-------1---+----+------1L__l2__j1-__ E_N_GI_N_E_ER_I_NG_D_E_P_A_RT_M_E_N_T __ ~~ DATE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: E~'EiNf~l'fA%AGER DWN BY: ---'.ill----CHKD BY; __ _ RVWD BY: SEWER PLAN & PROFILE SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 I DRAWING NO. 529-9B 1--------~ Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/202385 85 90 80 80 85 75 >---------11----------1t--------------------+-----++----Ji--O-P_4_'' __ w_A_TE_R--M-AIN± -------------~-75 80 70 65 3111 L.F--i sE'hfR @ 5,08% 41> ',J ',J U) :!l 60 -"' "' _<Q <c r --!a'! ',J 6l '2 .,-; "' <c <c 121.21 L.F. 8' S£Wtk @ 1.86% <i)> 70 75 65 70 60 65 55 9+80 10+00 11+00 12+00 55 12+80 60 19+80 PROFILE -SEWER MAIN 7 (PRIVATE) SCALE: HORIZ.1 "=20' VERT. 1"=4' PLAN -SEWER MAIN 7 (PRIVATE) SCALE: 1" = 20' PRIVATE SEWER LATERAL DATA UNIT IE@ RISE@ NO. MAIN MAIN LENGTH 1S 72.60 0.75 10.0' 2S 71.14 0.75 10.0' JS 70.73 0.75 10.0' 4S 70.32 0.75 10.0' 5S 69.90 0.75 10.0' 6S 71.51 0.75 10.0' 7S 71.29 0.75 10.0' 8S 68.14 0.75 10.0' NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USEO FOR HORIZONTAL OR below. vERTICAL suRVEY coNTRoL. Call before you dig.------------IE@ FS @ DEPTH @ BACKFLOW SLOPE CURB CURB CURB REQUIRED 2.0% 73.55 78.85 5.3' NO 2.0% 72.09 78.63 6.54' NO 2.0% 71.68 78.40 6.72' YES 2.0% 71.27 78.18 6.91' YES 2.0% 70.85 77.96 7.11' YES 2.0% 70.44 77.74 7.3' YES 2.0% 70.03 77.52 7.49' YES 2.0% 69.09 77.30 8.21' NO SCALE: 1'' = 20' ,__1 _____,~ 1--1 20 10 0 20 40 60 NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE ON-SITE IMPROVEMENT PLANS FOR PRIVATE WATER CONSTRUCTION NOTES: @)SEWER CLEANOUT PER CARLSBAD STD DWG S-6. @)SEWER MANHOLE PER CARLSBAD SID DWG S-1. ◊ SEWER DATA (PR/VA TE) NO. LENGTH DELTA/BRG RADIUS REMARKS 31 33.11' S71 "30'36"E 8" PVC, C-900 32 78.87' N83"29'24 "E 8" PVC, C-900 33 121.21' N83"29'24 "E 8" PVC, SDR-35 34 16.32' N83'29'24 "E 8" PVC, SDR-35 35 169.11' S24"38'14"E 8" PVC, SDR-35 60 135.00' S24 "38'14 "E 8" PVC, SDR-35 BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ LJ...-"-"'-------DA TUM:_N"'G"-'VD"'-'2"-'9'---HORIZONTAL COORDINATES: N 68'02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 II co r--. ""''" suRF,cc "\ ;;,;: <: If OF SEWER MAIN ""' -""::ii ii "' "' :~ C, co \ ~ 0, g"' <:..., +-::t: "' c,+ "" "' "' ::: "' " TOP 4" WATER MAIN\_ -------------c:::s ~-----!a'! 169.11 LF-~ ~ 8• SEWER @ 3.36% A "<:t' ~ ',J ',J C, C, C, co oi ~ "' <c <: i)l ~ ;;;: ri " ~ >< co ~ ~ !a'! 0, Sl <o -,., U) <o + <o ~ ~ C'> • ~~~ ~ ~ 6 'co "' -20+00 21+00 ~ g ~ : -M r--. .... + "' -c:; "' ~ ---------->------[---!a'! g,J t ..J ""' f§ -""' -. ..J !a'! " a::~ + -:: LO "' co " 22+00 ------------------135.08 L.F. 8" SEW£R @ 212% ~ 90 "" i i "' -"" -ci' ~ r--. ~ <c-:.i 85 _,..------80 -----,...., '-' ',J ',J ~ ..., 0, "' " -" 75 70 65 23+00 60 23+18 ~ L.t2J::J-PROFILE -SEWER MAIN 8 (PRIVATE) ;« ., ,h:r,n /',•.' //; I f"11Q 81-f. ®-J J'.;' If! - -'E:f2"r / ,,·' Ii _,, j UNIT IE@ NO. MAIN 23S 74.27 24S 73.53 25S 72.78 26S 72.04 27S 71.29 28S 70.55 29S 70.40 JOS 71.15 31S 71.89 32S 72.64 JJS 73.38 34S 73.99 PRIVATE SEWER LATERAL DATA RISE@ IE@ FS@ MAIN LENGTH SLOPE CURB CURB 0.75 7.0' 2.0% 75.16 80.00 0.75 7.0' 2.0% 74.42 79.72 0.75 7.0' 34.0% 73.41 79.45 0.75 7.0' 43.0% 74.32 79.17 0.75 7.0' 2.1% 74.72 78.89 0.75 7.0' 2.1% 74.90 78.89 0.75 17.0' 2.1% 74.93 78.89 0.75 17.0' 2.1% 73.75 78.89 0.75 17.0' 2.1% 74.28 79.10 0.75 17.0' 36.0% 74.39 79.39 0.75 17.0' 2.0% 74.47 79.69 0.75 17.0' 2.0% 75.22 79.99 HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 SCALE· HORIZ 1 "=20' VERT. 1"=4' -2 Fil II "~ ~ "' U) + + 1;;j "' JJS 34S ~ ADA (~ ,p PRIVATE SEWER LATERAL DATA DEPTH @ BACKFLOW UNIT IE@ RISE@ IE@ FS@ CURB REQUIRED NO. MAIN MAIN LENGTH SLOPE CURB CURB 5.04' NO 56S 75.19 0.75 17.0' 2.0% 76.21 81.59 5.3' NO 57S 75.66 0.75 17.0' 2.0% 76.71 82.03 5.04' NO 58S 76.13 0.75 17.0' 2.0% 77.22 82.47 4.85' NO 59S 76.60 0.75 17.0' 2.0% 77.73 82.92 4.17' NO 60S 77.07 0.75 17.0' 2.0% 78.16 83.36 3.99' NO 61S 77.63 0.75 17.0' 2.0% 78.52 83.89 3.96' NO 62S 77.67 0.75 7.0' 2.0% 78.35 83.63 5.14' NO 63S 77.16 0.75 7.0' 2.0% 78.05 83.20 4.82' NO 64S 76.69 0.75 7.0' 2.0% 77.63 82.80 5.00' NO 65S 76.22 0.75 7.0' 2.0% 77.12 82.40 5.22' NO 66S 75.75 0.75 7.0' 2.0% 76.62 82.00 4.77' NO 67S 75.28 0.75 7.0' 2.0% 76.11 81.60 575 58S ~ ' Ii 66S 65S .... .; ... <o ~ i!i , Lt h "' DEPTH @ BACKFLOW CURB REQUIRED 5.38' NO 5.32' NO 5.25 NO 5. 19' NO 5.2' NO 5.46' NO 5.31' NO 5.15' NO 5.17' NO 5.28' NO 5.38' NO 5.49' NO • ,,_ 59S ~I crj r--. + ~ 60S ·, t.". 't~ ': 1rll7L_•'• ~-rd]" :{i L 39 1Ji --~ I---cw . ,· .· ,., 635 ' l1i: (> ~ 62S '.; .. ~.:: ~ IL_ -~:{ SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUILT" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR ... , ... DATE DATE fSHm7 CITY OF CARLSBAD ~ >---+----t-----------------+---+-------,>--------,>------<~'----E-N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~~ DATE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES SEWER PLAN & PROFILE GR2021-0019 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r.,,.. e,..,,,,,,a ~,. ANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/202380 75 .,., 70 cl ~"= :J: ~ 8 ~ g ~ + :il c:, -65 -60 ! r--____ -----~ "' ---.. 55 :;;: ~ "' vj ~ :;;: ~ v5 l:i 0 C'\I ~ ~ ~~ ~l.i.J~~w ..,, l?S ~c,; e: ~~ ~ ~ -"' "' 6"' ....:+ c:, -= oi--(0 -...... I.O~ .,, .., ~ \s! \s! ~o, 0, 0) " ...: 50 -.., .., 45 10+00 ~ cl :;;: RN>SHWRF<CCO\ :J: If OF SEWER MAIN ~ ~ ~ r-.: iG <o + lg -' --i---"' :;;: vj TOP 4" WA TE:R MAIN\ ~~ ~ Is <3 l:i <ci ..,: a.. -l?S ----~-. "' --.;t-Q; ~ ---e-------------------->---r--t:-5 --~ ~l-_.) ---------vj "' --V) :;;: "' _j O)Ql.i.J 115 :;;: i:.oa::-V') >< C',!) -c:i U a:.· 0 :z: '<It-I.O 0::::: &l v5 + ~ c-,,;j"-u L.w O')V') -O'). -i:oo1.u-tor-,..:c::, ;;i -0::-~0)1.C) ~u--+.31: ~ t + lO -,._ I ::!!I:::,..; -k.i:.o ~ ::: k. I.O ~ 11+75.24 \s! \s! -6" SEWER LATERAL 163.24 L.F. c:, 1':2 ~ .., <ci 56.92 IE a" SEWER <ci "' @ 2.78% >< "' ~ &l <o ~ -~ .., <o + :g --11+00 12+00 PROFILE -SEWER MAIN 9 (PRIVATE) CONSTRUCT/ON NOTES: @SEWER MAIN CLEANOUT PER CARLSBAD STD DWG S-6 @SEWER MANHOLE PER CARLSBAD STD DWG S-1. SCALE: HORIZ.1 "=20' VERT. 1 "=4' ,Ji I I II I I I I. I " .,., cl :;;: :J: iii " ~ .,, i,2 ~ ,:!; ,::: WP a" RRC M"N\ ---------~ 1------iJ --------------------' ---L--__, ,.... -SC --8 ~ \s! ----~ SC 'O \s! ,:!; __, "' \s! iE :il 13 -~ ..,, 199.63 L.F-..-; <o <o ~ 3~7% ~ ~~~ ~ :il 13+00 14+00 39 (EV) (EV) (EV) Kr-.. .,, .,., ~ ~~ .,., :J: -::is i V) w b 0 -s " -·-w --◊ SEWER DATA (PRIVATE) NO. LENGTH DELTA/BRG RADIUS REMARKS 36 163.24' N76"22'30"E 8" PVC, SDR-35 37 66.98' N83"37'54"E 8" PVC, C-900 38 88.73' N88"39'53"E 8" PVC, C-900 39 43.92' fl=5"01'59" 500.00' 6" PVC, SDR-35 40 19.38' N05"13'37"W 8" PVC, SDR-35 41 162.84' S24"38'14"E B" PVC. SDR-35 SCALE: 1" = 20' 80 75 70 65 60 55 50 45 .. ,-...-". ~---c:,_ i --95 :;i 90 ~ cl :;;: :J: SC iii __, >-2 ~ ~ "' :;;: e:i -<ci " ~~ FINISH SURFACE @ \ <o .,, +co ~i ~ If OF SEWER MAIN ::: .,, c:: V) 22 ~ ~ gg :J: .,, ++ 05 ~ c:, c:, --.,, 85 ,...., -80 162.84 L.F. \s! B" SEWER -,. 1.89% .,, 4P ~ ~J \s! -" g! 75 9+80 10+00 11+00 PROFILE -ELDERBERRY LANE SEWER (PVT) 1J51. 136L SCALE: HORIZ.1 "=20' VERT. 1 "=4' 137L gi,....-..... 1 '--.....ir---., -+ -IJBL 1391.. 140/.. >----FW-t---+--FW--+---+--FW-+-----Fw--+ --IFW ,......+----'--lf-FW-+--ELDERBERRY LANE ~ -s-,......-+-s-+ ... 5o ___ sl i1_+ .... o--<,1>--"-rS-+-............. ~s 1+50 1J4L 1JJI. 1321. 131L 1JOI. 129L 1281. 127L & ~!i ~ &' i!:: '4-db-9<:S ~ ~ ~ .. ---1 ._ ? .... c:, .,, .... 0, 1,5 ~ <ci O'> <o 0, r-..: i;'j <o + cS -+ ;.. + 1,-----39 ' PLAN -ELDERBERRY LANE SEWER (PVT) PRIVATE SEWER UNIT IE@ RISE@ NO. MAIN MAIN LENGTH SLOPE 127L 82.76 0.75 7.0' 2.0% 128L 82.34 0.75 7.0' 2.0% 129L 81.93 0.75 7.0' 2.0% 130L 81.54 0.75 7.0' 2.0% 131L 81.13 0.75 7.0' 2.0% 132L 80.69 0.75 7.0' 2.0% 133L 80.28 0.75 7.0' 2.0% 134L 79.87 0.75 7.0' 2.0% 135L 80.23 0.75 17.0' 2.0% 136L 80.63 0.75 17.0' 2.0% 137L 81.07 0.75 17.0' 2.0% 138L 81.48 0.75 17.0' 2.0% 139L 81.88 0.75 17.0' 2.0% SCALE: 1" = 20' LATERAL DATA IE@ FS@ DEPTH @ BACKFLOW CURB CURB CURB REQUIRED 83.66 88.98 5.32' NO 83.23 88.66 5.43' NO 82.82 88.20 5.38' YES 82.50 87.82 5.52' YES 82.02 87.69 5.67' YES 81.58 87.41 5.83' YES 81.17 87.15 5.98' YES 80.76 86.79 6.03' YES 81.32 86. 71 5.39' YES 81.72 87.11 5.39' YES 82.16 87.55 5.39' YES 82.57 87.96 5.39' YES 82.63 88.35 5.38' YES SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUILT" 95 90 85 80 75 11+80 140L 82.28 0.75 17.0' 2.0% 83.03 88.75 5.38' NO RCE __ _ EXP_____ DATE 141L 82.72 0.75 17.0' 2.0% 83.49 89.18 5.38' NO REVIEWED BY: INSPECTOR DATE NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 t--1 ---<~ 20 10 0 1--1 20 40 60 fSHm7 CITY OF CARLSBAD ~ 1----1----+-----------------+---t---+----+----1~1---E_N_GI_N_E_ER_I_NG_D_E_P_A_RT_M_E_N_T __ ~~ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. vERTICAL suRVEY coNTRoL. Call before you dig.------------NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE ON-SITE IMPROVEMENT PLANS FOR PRIVATE WATER LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ LL..,"'-------DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68"02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 E 6238770.130 PT NO. 126 (CLSB-126): N 2001290.642 E 6236636.005 ~:ii+esrl~HOWES I WEILER I LANDY \MILL,, PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA lE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES SEWER PLAN & PROFILE GR2021-0019 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r.,,.. e,..,,_,,,a ~,. ANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: --'-'"-----CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 I DRAWING NO. 529-9B 1--------~ Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/202395 !;\! 90 11 :S !;\! ~>-"" II :5 ~f:5 0, a ~ ...., -"" ~~ :a: ~ ~ ::l c;; -:a: c;; :a: ~~ :a: "' [j "' FINISH SURFACE @ .., "' :c: ~ ~ :c: aa ~ a ~ aa d Q:: "' :c: ... "' (f_ OF SEWER MAIN gg :a: "' i;!l ~ "-a .... ~ i~ -a dcE -66 ~ r-,.,: c:i :a: "" ~ 0, <o a ---"' "' "' :c: 0, 0, 6 ~ ++ ~~ + ~ .__ -a ~ ---85 TOP 4" WATER MAIN 1' MIN. ---------------CLRJ L '"' ,· ,,,E MMN i = ------------------TOP 4" WATER MAIN l TOP 8" FIRE MAl~h 80 75 70 65 9+80 !;,, ~ r,,· " ".38 L F. 8" SEWER @ -2.9/%, !;,,~ (;>, r,,· c., " :a: vi "' ...., a"' <cl ~o, -"-6 "' 0 -L,._ co 10+00 CONSTRUCTION NOTES: I -!ea! !ea! <o ~ 0, ~ ~ 160L @)SEWER MANHOLE PER CARLSBAD STD DWG S-1. ◊ SEWER DATA (PR/VA TE) NO. LENGTH DELTA/BRG RADIUS REMARKS 40 19.38' N05"13'37"W 8" PVC, SDR-35 41 139.79' N84"46'23"E 8" PVC, SDR-35 42 46.98' N84"46'23"E 8" PVC, SDR-35 43 4.99' N87"55'45"E 8" PVC, SDR-35 44 304.56' N87"55'45"E 8" PVC, SDR-35 45 35.04' S24"38'14"E 8" PVC, C-900 161L 162L 139.79 L. -8" SE~ @ 1.00 ~ ~ ~ >< :::i 5l ~ -"-~ r-..: 0, 0... 6 • -<D _L 11+00 f6JL L3 f64L f65L --!ea! !ea! <o .. ....: -"-r-..: "-39 ···La.Jo II ::z: -..:t--.;, "-+ --166L ~ ~ C ; :':',i;;:'.";f~;l --'·" -;,:~::;.-::~;~ k~A?•, :I s PRIVATE SEWER LATERAL DATA 51.97 L.; 8" SEK£; @ 1.00! ~ 12+00 ·1··1 .:.: UNIT IE @ RISE @ IE @ FS @ DEPTH @ BACKFLOW NO. MAIN MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 153L 74.92 0.75 14.0' 2.0% 75.95 84.73 8.78' NO 154L 75.07 0. 75 14.0' 2.0% 76.10 84.93 8.83' NO 155L 75.29 0. 75 14.0' 2.0% 76.32 85.20 8.88' NO 156L 75.60 0. 75 14.0' 2.0% 76.63 85.59 8.96' NO 157L 75.82 0.75 14.0' 2.0% 76.85 85.58 8.73' NO 158L 75.97 0.75 14.0' 2.0% 77.00 85.49 8.49' NO 159L 78. 72 0. 75 10.0' 2.0% 79.67 85.10 5.43' NO 160L 78.54 0. 75 10.0' 2.0% 79.49 85.19 5.70' NO 16/L 78.32 0.75 10.0' 2.0% 79.27 85.30 6.03' NO 162L 78.10 0. 75 10.0' 2.0% 79.05 85.41 6.36' NO = --------------------...... L..i __ -!:!--.... <o .... ~ .... ~ c., ;; >< 5l ~ -' .... ~ 168L L =--s ~ ~ R lt' ~ • co 13+00 PROFILE -SEWER MAIN 10 (PRIVATE) 169L 170L SCALE: HORIZ.1 "=20' VERT. 1 "=4' 304.5° I F 8" SEWER @ 1.00% 43> 14+00 175L 176L 177L s s s s PARSLEY LANE w--158L 157L 156L 155L 154L "' .. -r-..: co ;!:; -PLAN -SEWER MAIN 10 (PRIVATE) SCALE: 1 • = 20' PRIVATE SEWER LATERAL DATA PRIVATE SEWER LATERAL DATA UNIT IE @ RISE @ IE @ FS @ DEPTH @ BACKFLOW UNIT IE @ RISE @ IE @ FS @ DEPTH @ BACKFLOW NO. MAIN MAIN LENGTH SLOPE CURB CURB CURB REQUIRED NO. MAIN MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 163L 77.86 0. 75 10.0' 2.0% 78.81 85.42 6.61' NO 173L 75.25 0.75 10.0' 2.0% 76.20 85.10 8.90' NO 164L 77.66 0. 75 10.0' 2.0% 79.61 85.31 6.70' NO 174L 75.03 0.75 10.0' 2.0% 75.98 84.83 8.85' NO 165L 77.40 0. 75 10.0' 2.0% 78.35 85.18 6.83' NO 175L 74.68 0.75 10.0' 2.0% 75.63 84.83 9.20' NO 166L 77.07 0. 75 10.0' 2.0% 78.02 85.10 7.08' NO 176L 74.47 0. 75 10.0' 2.0% 75.42 84.51 9.09' NO 167L 76.71 0.75 10.0' 2.0% 77.66 85.09 7.43' NO 177L 74.25 0.75 10.0' 2.0% 75.20 84.73 9.53' NO 168L 76.35 0. 75 10.0' 2.0% 77.30 85.21 7.91' NO 178L 74.03 0.75 10.0' 2.0% 74.98 84.95 9.97' NO 169L 76.10 0. 75 10.0' 2.0% 77.05 85.45 8.40' NO 179L 73.82 0.75 10.0' 2.0% 74. 77 85.01 10.24' NO 170L 75.91 0. 75 10.0' 2.0% 76.86 85.49 8.63' NO 180L 73.58 0. 75 10.0' 2.0% 74.53 84.89 10.36' NO 171L 75.69 0.75 10.0' 2.0% 76.64 85.63 8.99' NO 181L 73.12 5.04 21.87' 8.0% 79.66 84.88 5.22' NO 172L 75.47 0.75 10.0' 2.0% 76.42 85.37 8.95' NO 237L 74.67 0.75 14.0' 2.0% 75.70 84.42 8.72' NO 178L s 95 II ~ .... .., .... ;,;;; ~ ~~ ~~ :c: a ol "' "' "" "' "' ~ ;,; ~ cE er--..: c:i c2 :a: ... ") "-<o R ++ :c: 0, j; ~~ ~~ ~ I 90 85 ----c= ---------L ____) 15+00 179L 180L 15+00 s .... SEE SPECIAL INSPECTION NOTE ON SHEET 2 --!ea! !ea! 0, 0, ...., ..-; -ti " J c., ;; ~ a ~ "" '--' !ea! ;;i "' 0, + "" <o • oi -.... "-35.04 L.F. c 900 8" SEWER @ -1.15% 4}> 1· I~ I \ \ I !ea! ~ ,-...: c., ;<; ~ a ~ 0, ~ !ea! ~ "' ::i:j j; • 0 -.... "' ----!ea! 0, "' ~ /✓"\ ------~ l<i> ~ ~ SCALE: 1" 20· 80 75 70 65 16+00 1- -- I -~ 1--1 20 10 0 20 40 60 "AS BUILT" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 fSHm7 CITY OF CARLSBAD ~ >---+----t-----------------+----+--------,>--------,>------<Ll_±_j'----E-N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~~ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. vERTICAL suRVEY coNTRoL. Call before you dig.------------NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE ON-SITE IMPROVEMENT PLANS FOR PRIVATE WATER LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ .LJ...-""'-------DA TUM:_N"'G"-'VD"'-'2"-'9'---HORIZONTAL COORDINATES: N 68'02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636. 005 HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA lE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: ~NfE~l~~"t~AGER DWN BY: CHKD BY: __ _ RVWD BY: SEWER PLAN & PROFILE SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/202395 90 85 P. CROSSING 69.50 IE 80 75 70 9+80 ~ ,;;: "<( ___, ci 0 st: -"" FINISH SURFACE @~ ~,; ,, ct OF SEWER MAIN \ l?l ~~ ~ ~~ ~ 0 ,, "' .,. "" ~ ~ o,..... 0 -d cE 6 ~ Or--..: "" "J -0 «> ~ ~ -+--+-_,,,-----o---"' "' 117.37 L.F. -r--J 8" SEWER ,_ "' 1 no/ ~ ~ !a! ~ !a! <! .,. "J .. ' !a! g:, r--: " 10+00 <.o "" v; :g !a! ~ 0 !l,; "' ~ ci c:i "' "' L 20.59 L.F. 49 8" SEWER 4 @ 13.0% 11+00 PROFILE -HYDRANGEA LANE SEWER (PVT) 148L SCALE: HORIZ.1 "=20' VERT. 1"=4' " .,. r::! -+-0 -149L • C ')-~,., .. ~ .. :::_ -,;,-w, • C .,. -"' 21~aaaa b...~t---<o 0, 6 --+----150L 151L ~ ~ ::<"£-;~, 03/5."~ ·:~] HYDRANGEA LANE 0, r--: ..., -+-152L 1KB--,--+-~1f~-...--1--J,---,H.~ • 146L PLAN -HYDRANGEA LANE SEWER (PVT) SCALE: 1" = 20' PRIVATE SEWER LATERAL DATA UNIT IE@ RISE @ IE@ FS@ DEPTH @ BACKFLOW NO. MAIN MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 142L 82.18 0.75 7.0' 2.0% 83.07 88.46 5.39' NO 143L 81.82 0.75 7.0' 2.0% 83.71 88.13 5.42' NO 144L 81.45 0.75 7.0' 2.0% 82.34 87.75 5.41' YES 145L 81.07 0.75 7.0' 2.0% 81.96 87.36 5.40' YES 146L 80.71 0.75 7.0' 2.0% 81.60 86.99 5.39' YES 147L 80.32 0.75 7.0' 2.0% 81.21 86.58 5.37' YES 148L 80.68 0.75 17.0' 2.0% 81.77 86.84 5.07' YES 149L 81.03 0.75 17.0' 2.0% 82.12 87.20 5.08' YES 150L 81.40 0.75 17.0' 2.0% 82.49 87.57 5.08' YES 151L 81.77 0.75 17.0' 2.0% 82.86 87.93 5.07' NO ... "' ci "" ~ "" " 0, 1E ~ 0-.., -+-~ --:,--!a! .., 1,j 95 90 85 80 75 70 11+60 II II II II w': f 4.•:. 80 75 70 65 60 55 9+80 <o .., ci "" ~ 8 ~ g ~ 6 ~ -' !a! ~ r' 10+00 FINISH SURFACE @ ct OF SEWER MAIN 126.95 L.F. 8" SEWER @ 0.98% ~ 11+00 PROFILE -RED BUD LANE SEWER (PVT) SCALE: HORIZ.1"=20' VERT. 1"=4' 13CI.. _....._r----+ S _ 10+50 S '-:!i4>-+-RED BUD LANE _l_ ;i r--: "=--....... :~1 ...... ....r--1•-...... PLAN -RED BUD LANE SEWER (PVT) SCALE: 1" = 20' CONSTRUCTION NOTES: @) SEWER CLEANOUT PER CARLSBAD STD DWG S-6. @SEWER MANHOLE PER CARLSBAD STD DWG S-1. ◊ SEWER DATA (PR/VA TE) NO. LENGTH DELTA/BRG RADIUS REMARKS 46 20.59' N08'02'25"E 8" PVC, SDR-35 47 51.13' S02'20'18"E 8" PVC, SDR-35 48 67.40' S70'50'34"E 8" PVC, C-900 49 40.97' S70'50'26 "E 8" PVC, C-900 80 ~~ ~ :s ___, <( c,~ ::, .... "' l.u El~ ; ct: "' 75 "' -0, 0, ci~ "" ct: c:ioi ,, 0, .., .., -+--+-"" <o -o "' c:i --" 70 65 -~ !a! "' <o <o 60 55 11+40 10+00.00' SWR CLEANOUT ~i~\~ la ,~-~-"""""""~ 85 80 75 70 65 60 J\ '2: LW ::'S "" "<( <( ___, ~ C, .... ::, c:; l.u "' <j \I! El :~ </2 "' ct: 8 ~ -"' 0, 0, g ~ ~~ "" "' 6 -+--+-,, <o i'2 o-~~ ---L ~.JL.F !a! @ Stil'fR. !a! -<o <it.Jo~ <o 0, ..,: ..., -<o ..,: !a! <o !a! "' <o "' .,. <o ~ 10+00 FINISH SURFACE@ ct OF SEWER MAIN "' .,. ci "" ,, l?l .... ~ 0 ~ ~ 6 -;::; I 51.13 L.F. ~ 8" SEWER I 67.40 L.F. @ 1.00% 8" SEWER C /4 !a! 900 ;:;:' !a! @ .1 >ow "' ~ "" :::i d, ~ 49 '>< ,..: 5l ~ <o -C, <o 5 ~ "' -r::: !a! -0, .-; ,..: "' "' "' a 6 • 6 • r--: -~ -.,. <o 11+00 PROFILE-SWEET PEA LANE SEWER (PVT) SCALE: HORIZ.1"=20' VERT. 1"=4' PRIVATE SEWER UNIT IE@ RISE@ NO. MAIN MAIN /CS 62.20 0.75 2CS 62.42 0.75 JCS 63.30 0.75 4CS 63.39 D.75 5CL 63.20 0.75 6CL 63.32 0.75 7CL 63.67 0.75 8CL 63.86 0.75 9CL 63.89 0.75 10CL 63.70 0.75 11CL 63.49 0.75 12CL 63.27 0.75 13CL 63.05 0.75 SEE SPECIAL INSPECTION NOTE ON SHEET 2 LENGTH SLOPE 17.0' 26.0% 17.0' 23.0% 17.0' 17.0% 17.0' 11.0% 13.1' 2.0% 13. 1' 2.0% 13.1' 2.0% 13.1' 2.0% 10.8' 2.0% 10.8' 2.0% 10.8' 2.0% 10.8' 2.0% 10.8' 2.0% <o .... ci "" s: "' st: -I "' ; ~ <o 0 <o <o -+-~ ---C 900 -!a! !a! 0 "' 0 c:i <o c:i <o <o LATERAL DATA ~ 85 ::'S :,... '"'~ Lu ~ ~ ~~ "' i!:= 1ii _o a~t .,. 0 ...: c:i "" -o -,, .... ~~ 05r::-: 80 7 75 70 ;.;: 81 a -ct: <.., !a! c'; "' "' ~ ct: "' • c:i .,. " 65 40.97 L. . ~ "" -@ -1.01 ~ 12+00 -!a! 0, -c:i <o 60 !a! "' "' o; "' 55 12+20 IE@ FS@ DEPTH @ BACKFLOW CURB CURB CURB REQUIRED 65.54 71.04 5.50' NO 65.38 70.88 5.50' NO 65.24 70.77 5.53' NO 65.47 7D.88 5.47' NO 64.21 70.62 6.41' NO 64.33 70.56 6.23' NO 64.68 70.38 5.70' NO 65.01 70.28 5.27' NO 64.86 70.09 5.23' NO 64.67 70.28 5.61' NO 64.46 70.39 5.93' NO 64.24 70.51 6.27' NO 64.02 70.64 6.62' NO "AS BUILT" DATE 152L 82.13 0.75 17.0' 2.0% 83.22 88.29 5.07' NO 53 117.37' S24'38'14"E 8" PVC, SDR-35 54 126.95' N88'45'58"E 8" PVC, SDR-35 PLAN -SWEET PEA LANE SEWER (PVT) RCE ___ EXP,----REVIEWED BY: NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR below. vrRTlcAL suRVEY coNTRoL. Call before you dig.------------56 37.93' NOTES 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. 3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SE£ ON-SIT£ IMPROVEMENT PLANS FOR PRIVATE N02'20'18"W 6" PVC, SDR-35 BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MIL£ NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ u.....'-"-------DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68'02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 E 6238770.130 PT NO. 126 (CLSB-126): N 2001290.642 E 6236636.005 t--1 --------<~ 20 10 0 SCALE: 1" = 20' SCALE: 1" = 20' 1--1 20 40 60 HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1----1----+-----------------+--------<---+----+--------1~1---E_N_GI_N_E_ER_I_NG_D_E_P_A_RT_M_E_N_T __ ~~ PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-D9 SUP 16-02 HDP 16-02 SEWER PLAN & PROFILE CDP 16-33 GR2021-0019 SDP 2018-0001 APPROVED: JASON S. GELDERT r.,,.. e ....... a~,. ENGINEERING /\NAGER RCE 63912 EXPIRES 9/30/24 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: "" I PROJECT NO. I DRAWING NO. CHKD BY: CT 16-07 RVWD BY: 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023/.". ,.,.: ;,.::. \f ./·" 90 85 80 75 70 65 60 9+80 ,!!_ >--~~ " ..,. Lu Lu ~ s! c::i ~~ 0:, "' ..,. ""' ~'q-:t: "C, "'C, d cE ~ "' 0:, ~ "' .....:d ""' ..,_ C, ~~ -~ -1--1-~~ ii:' -a c,; --"' 0:, ~[ii§ "' ~ -FINISH SURFACE @\ 6 ~ "' :: 8~ If OF SEWER MAIN -c::i 0:, "'C, C, --1--1-:t: "' __>--C, <o ""'r-.; -..., "' " ' ,---78.42 L.f. '-" ,-. 8" SEWER ~ ~ b,! ~ /i-@ 1.0% b,! <o C, Lu ..., -a=-b,! <& ~ <o ~ '--' ..,. -;!!: ;!!: ~"' "' 6 ;!!: <o . .-; -,..._ ~ .s~, 'o \' @ ~ ~ / ~~ b,! <o 0:, ") "' 10+00 11+00 PROFILE -THISTLE WAY SEWER (PVT) 0, <o ~ C, -SCALE: HORIZ.1 "=20' VERT. 1 "=4' 221L 222L PLAN -THISTLE WAY SEWER (PVT) SCALE: 1' = 20' PRIVATE SEWER LATERAL DATA UNIT IE@ RISE@ NO. MAIN MAIN LENGTH SLOPE 218L 73.75 0.75 17.0' 2.0% 219L 73.93 0.75 17.0' 2.0% 220L 74.14 0.75 17.0' 2.0% 221L 74.36 0.75 17.0' 2.0% 222L 75.10 0.75 17.0' 2.0% 223L 75.47 0.75 17.0' 2.0% NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. IE@ FS@ DEPTH @ CURB CURB CURB 74.84 80.57 5.78' 75.03 80.79 5.77' 75.23 81.06 5.83' 75.45 81.34 5.89' 76.19 81.70 5.51' 76.56 81.88 5.32' NOTES BACKFLOW REQUIRED NO NO NO NO NO NO 223L 37 07 1 .F. 6' St.Wt-~ @ 2.62% ~ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR 1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES. 2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES. below. vERncAL suRVEY coNTRoL. Call before you dig.------------3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING. 4 SEE ON-SITE IMPROVEMENT PLANS FOR PRIVATE WATER >-::, C, "' ~ '-' ~ ~ "" ~ C, <o -1-1i:i --b,! C, "' IQ 90 85 80 75 70 65 60 12+00 CONSTRUCT/ON NOTES: 90 85 80 75 70 65 9+80 :/;} 2t --~ "'" ,, -,~ .. ;,; { -.Y, .. -. /:~ S'· :Y, ~ IDW ,·; -~~( :~: ir, h~ '• ,;£ -. IDW ti ::;,'. -~1l :r:i ,'; ,~;-;; ,f :Jt; !it -'"" -I I I I I I "" ' I ' I I ~ >-~~ Lu Lu s! ~ ~~ ~""' C," C, "' di32 c:i.....: "' 0:, C, ..,_ :t: 0:, -1--1-1'5 ~ a---~~ !a!! !a!! ..., ..., "' ..,. ;!!: ;!!: 10+00 la 111 39 ~ ,!!_ >--~ :,,: -~ S::c:, -~~~ "'""' ~~[ii§<> o ,-....,v,./fr C,"' ~-g ~ ~~r ~ + + .... Ill o--ci5 ~ r=:!-n, ~ . Pi ~ -1i ~ ' , -<: If OF SEWER MAIN FINISH SURFACE@\ 138.64 L.F. B' SEVIER @ 1.01% ~ 11+00 PROFILE -THYME WAY SEWER (PVT) :::2 r-.; "' -1-C, -229L r-ff;'.:')::r., . f.'~:::-3 ;:;,.j -·--s SCALE: HORIZ.1 "=20' VERT. 1 "=4' L:--..., .. ~ ' .. ___s-oi g ..,_ 6 -230L 231L i ' ~ fA:<1;;~ .:'.:!!}~'fi ~ii l~t<?-:~ _;,:,;,;~::'.: .. ,.,. "'-~l -·+ ·---· - -6 ~ , V ' ,, "' THYME -L :·.\ .. ..•. : • •.f :.<~ 1 :-.:. ·' <o ~ : .\ ~-~-<~--1-.. ,_. C, .• -232L ,.'.'.: ,. ADA -•·.· ~ ' ·;.• , .· ·• r;~.',~£~. <;:t::s:~~ ,.1 .. --· ·--·-'' vv WAY s 1' MIN. CLR. \ .. J -s ----1--w--,----L--w-----~w----" ~'•;j;~H 1,,\::_:;..c\.:~1 1; ::§:Ji:j]:, :r~gJ ~ '"~~~-.;:~>~ :::o:;,•::.,a;:,~:j 1:~;~t. i:;~:£:;?-J ; :2t;~/.,: :,;;;:_":"!!:'.1_fl '' --240.00' ~ ' IJI • I 1· ' ~ ~ !;· 224L 225L 226L 227L 22BL .... , ;r.ll-:::i :g " ;;i C, -C, ~)r "' ~ r-.; ~ c::i "' <o -I~ -1-i5 J ,~~ -1-II w-~ --PLAN -THYME WAY SEWER (PVT) SCALE: 1" = 20' PRIVATE SEWER LATERAL DATA 90 :! >-~~ Lu ;::s s! "" ~ e; ~ ..,. ..., c:i: "' -c\j r--5 "'<o ..,. -:t: --1--1-~~ -a 85 -80 +-' <o ~ -1---I I I I I I ,-. -b,! !a!! 75 ~ ..,. -'-" ~ ~ "' vi "' C, Lu "' -'-' " ~~ 70 65 11+50 "'I ' .. ! ·,·.: 39 " ,!!_ >--~ ~ ~ C, "' ~ ;::s :t: ~ :::,,_ ~ [ii§ ..,. ..., "' <o -..-~ ::! t ! rn .,..,+ -1----C, C, .,., ..... -d \ -.!:! C, I -1-'-:} -:::0 -}/ ~ \ .), { ,:....; ii If -\ ... = ~ fi: ~:;, ::t--}) -< ' ,v,. Ill !"} ..,.,, ...... "" . i. 1239.91 ,j, I ·: . .',.· u:' -\ :~:-.: :t..; {·{ foi7Fs) ~ Ill I \ "' I ,;,' i-1 UNIT IE@ RISE@ IE@ FS@ DEPTH @ BACKFLOW @SEWER MAIN CLEANOUT PER CARLSBAD STD DWG S-6 @SEWER MANHOLE PER CARLSBAD STD DWG S-1. NO. 224L MAIN 74.85 MAIN LENGTH 0.75 17.0' SLOPE CURB CURB CURB REQUIRED 2.0% 75.94 81.15 5.21' YES ◊ SEWER DATA (PR/VA TE) 225L 75.06 0.75 17.0' 2.0% 76.15 81.23 5.08' YES 226L 75.28 0.75 17.0' 2.0% 76.37 81.32 4.95' YES NO. LENGTH DELTA/BRG RADIUS REMARKS 227L 75.50 0.75 17.0' 2.0% 76.59 81.41 4.82' YES 228L 75.71 0.75 17.0' 2.0% 76.80 81.49 4.69' YES 50 54.85' S46"25'42"E 8" PVC, C-900 229L 74.89 0.75 7.0' 2.0% 75.78 81.13 5.35' YES 51 78.42' S87"31'37"E 8" PVC, SDR-35 230L 75.10 0.75 7.0' 2.0% 75.99 81.23 5.24' YES 52 138.64' N02"28'23"E 8" PVC, SDR-35 231L 75.32 0.75 7.0' 2.0% 76.21 81.34 5.13' YES 57 11.13' N87'53'49"E 6" PVC, SDR-35 232L 75.54 0.75 7.0' 2.0% 76.43 81.45 5.02' YES 58 53.40' N87'53'49"E 6" PVC, SDR-35 59 37.07' S87"31 '37"E 6" PVC, SDR-35 ~-90 85 80 75 70 65 9+80 ~ 11.13 L.F. 6" PVC , @ 1.2% ,... ..... -!a!! !a!! ~ ..,. ..,. ~ --~ ~ 10+00 53.40 L.F. 6 S£Wtr< @ 1.22% ~ I I I !a!! ~ ~ 90 85 80 75 70 65 10+80 PROFILE -SPIREA WAY SEWER (PVT) [ii§ 233L "' SCALE: HORIZ. 1 "=20' VERT. 1 "=4' w-11-----¼-_.. -1'/un A RI ,,, s A 10+c1s _,.......J ; j f---1 -~ 20 10 0 -V "" V -SPIREA WAY ,._ -· -~ -------'--W-----'---~ .. ... r -I Ill I ' PLAN -SPIREA WAY SEWER (PVT) SCALE: 1" = 20' PRIVATE SEWER LATERAL DATA UNIT IE@ RISE@ IE@ FS@ DEPTH @ BACKFLOW NO. MAIN MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 233L 76.28 0.75 7.0' 2.0% 77.15 82.25 5.10' NO 234L 76.25 0.75 7.0' 2.0% 77.14 82.25 5.11' NO 235L 76.51 0.75 7.0' 2.0% 77.26 82.50 5.24' NO 236L 76.77 0.75 7.0' 2.0% 77.66 82.50 4.84' NO SEE SPECIAL INSPECTION NOTE ON SHEET 2 "AS BUILT" RCE __ _ EXP_____ DATE SCALE: 1'' = 20' 1--1 REVIEWED BY: 20 40 60 INSPECTOR DATE BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 fSHm7 CITY OF CARLSBAD ~ 1----1------+-----------------+-----1---+----+-------1~1----E_N_GI_N_E_ER_I_NG_D_E_P_A_RT_M_E_N_T __ ~~ LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: ___ LL,_,"'-------DA TUM: NGVD 29 HORIZONTAL COORDINATES: N 68"02'46" W 2300. 98' GRID PT NO. 110 (CLSB-110): N 2000430.401 E 6238770.130 PT NO. 126 (CLSB-126): N 2001290.642 E 6236636.005 ~:ii+esrl~HOWES I WEILER I LANDY \MILL,, PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK DA lE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PRECISE GRADING PLANS FOR: MARJA ACRES SEWER PLAN & PROFILE GR2021-D019 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT r..-e ....... u,,,_ .. ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE DWN BY: ---''"'---CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 I DRAWING NO. 529-9B 1---------~ Ex. 24" CMPKnow what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023.... ............. --............. -------........._ -.._ -.._ 47s,00 _ -------------------------------_,..,__ ~_,..,__ -----'[ j f; t. 1; . '---z 7 6 ~ ~ -~ 1--x--1----24' <.,, ~ ,,, 24' o_~ . ~ I I / / / _,~---~~-;;:-__ -. -below. Call before you dig. -----------477tiJO ----0 9' (TYP)' 52 ~ ~ " " _,_ - -------, 476+00 --0 ~ (TYP,)' 9 H -,_ 475+00 ------10· a· 10' 10· 5' -··-··-· OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ' y --- ------ -474+00 473+00 -----FOR REFERENCE ONLY >--i ___,~ 50 25 0 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION -----472+00 -+ 471+00 470+00 ------------[ <5 I 48.0' I I 57 34.0' 56 -(j I I -<! I 24.0' CONDITION 38 PARKING SUMMARY SYMBOL USE AREA TOTAL TOTAL APPROVED PROVIDED □ SENIOR RESIDENT ON-SITE PARKING 38 38 □ SENIOR RESIDENT ON-STREET PARKING 9 9 □ SENIOR VISITOR ON-STREET PARKING 9 9 0 COMMERCIAL ON-SITE PARKING 60 60 0 TOWNHOME VISITOR ON-STREET PARKING 108 108 TOTAL VISITOR ON-STREET PARKING 117 117 "AS BU IL T" SCALE: 1"' = so· 1--i--i RCE __ _ EXP ____ _ DATE 50 100 150 DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 6 7 ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: MARJA ACRES PUD 16-D9 SUP 16-02 HOP 16-02 ON-SITE PARKING EXHIBIT CDP 16-33 GR2021-0019 SOP 201B-0001 APPROVED: JASON S. GELDERT r.,,.. e,..,,,,,,a t"' ANAGER RCE 63912 EXPIRES 9 30 24 DATE DWN BY: ML CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9B PPEx. 24" CMPKnow what'sRR1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1R1-1MBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023SIGNING AND STRIPING GENERAL NOTES 1. THE CONTRA TOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATION (JULY 2006 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND CITY ENGINEER PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS, STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING, SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL}. Rl-1 "STOP" SIGNS SHALL USE TYPE IX PRISMATIC, CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITH A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEw'' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY ENGINEER. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKING AND PAVEMENT LEGENDS BY GRINDING, DEBRIS SHALL BE PROMPTLY REMOVED BY THE BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILING. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 's MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWINGS M-19. 13. ALL MEDIAN NOSES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGNS POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OMl-3 MARKER ARE TO BE INSTALLED IN A 2-FOOT MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"x24" AND THE OM/-3 OBJECT MARKER SHALL BE 12"x12". I / / I I I l '-/ ---~ :.,--..._a =n--=~:tE~5£:~L-"-1-td~ -= ·---~~ -~---I I I ~~-,#!1-J, __ L=l~---~----_,,. -~---,.,,,,,. •. ----.....-.:.✓ -_,,. - ~ _,,. below. Call before you dig. -..... -..... SCALE: 1" f - - - -1 _ _, ~ I 50 25 0 50 ----y - --T-' - ---------- -·----------ELCAMJNO REAL --------477+00 ----, -+ 470+00 476:':()(J 471+00 -,_ 472+00 -475+00 474+00 473+00 -----------------[ t --.J ::E Eil ,--t-.....,.-L,..r-t-7.,,._J....,...J . .................... ................ . ........................... . -··-··-··-··-··-··-··-··-··-··-··-...... ;;;;;;;;;;;;;;~~~~;~~:~~~~~~~~~~~~~=~~~~==~=;:~;;;:;;:~;;:,z:,::~=~=~~-~~~;;;~i.-===-~-=~---~~-:_...:Bl ' t ! '----.#-~~ .. ;:;;;~g~g~;; ___ ,,,,,,:;,,:. .. :J:ca:~=~~:~:~--~::=.,....-~.=---· ~:=~~~;;;;~~~:··-·:: ... i=-··-=--so· 100 150 PROPOSED SIGNS R6-1 (RT) LEGEND __.__ STOP AHEAD .... LANE BIKE EXISTING STRIPING PROPOSED STRIPING PAINTED RED CURB PROPOSED ROADSIDE SIGN INSTALL "STOP" PAVEMENT LEGEND AS IND/CA TED INSTALL "AHEAD" PAVEMENT LEGEND AS INDICATED INSTALL BIKE LANE PAVEMENT ARROW AS IND/CA TED INSTALL "LANE" PAVEMENT LEGEND AS IND/CA TED INSTALL "BIKE" PAVEMENT LEGEND AS IND/CA TED ~ REMOVE CONFLICTING EXISTING STRIPING BY GRINDING, ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. STANDARD SPECIFICATIONS 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIF/CATIONS, LA TEST VERSION. 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, LA TEST VERSION. 4. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEv1CES, LA TEST VERSION. 5. FHWA STANDARD HIGHWAY SIGNS, LA TEST ENGLISH UNIT VERSION, "AS BUil T" RCE ___ EXP, ___ _ DATE FOR REFERENCE ONLY 6. STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST VERSION. OWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 7. SAN DIEGO REGIONAL STANDARD ORA WINGS, LA TEST VERSION. REVIEWED BY: INSPECTOR DATE l----+----+---------------+------J--l----+---------l~~C-I_1_X_IN_?_ER_~_G_~_EA_PA_~_T~-~-NB_T_A_D~~ PRECISE GRADING PLANS FOR MARJA ACRES PUD 16-D9 SUP 16-02 STRIPING & SIGNING PLAN HDP 16-02 CDP 16-33 GR2021 -0019 SDP 2018-0001 APPROVED: JASON S. GELDERT r..-e ....... uP-,. ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30/24 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: ML I PROJECT NO. I DRAWING NO. CHKD BY: CT 16-07 529-9B RVWD BY: PRIVATE GR 2021-0019IMPROVEMENT PLANSTITLE SHEETKnow what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER. NOTED WITHIN THE REVISION BLOCK. ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS. A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION CURVES. SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA. PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSfECTION SUPERVISION TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN. CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING. ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS. LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING. BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCT/ON. OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING WARMING UP. REPAIR. ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TEO GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO 6: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APP RO VAL TWO FULL WORKING DA YS PRIOR TO BEGINNING OF WORK THE CONTRACTOR SHALL BE RE$PONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SDG&E (800)411-7343 AT&T (619)237-2787 SPECTRUM CABLE (800)227-2600 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER. WATER & RECLAIMED WATER) (760)438-2722 23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)CITY WORKING DAYS BEFORE THE WORK BEGINS. MARJA ACRES ON-SITE 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS. CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING Pf PE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24. CALIFORNIA AOMINISTRA TIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION VJ OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS O WG Ml 9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1 -GENERAL DESIGN STANDARDS, CHAPTER 6-0ESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION. LA TEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND OEMONSTRA TES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS). 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO cumNG OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VAL VE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE ANO TERM/NA TE IN ADJACENT VAL VE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION ANO BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248. TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR JS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S LA TEST VERSION, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF). THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND CITY ENGINEER PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPEC/FICA TIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEw'' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10· INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD LA TEST VERSION, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEO/AN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S LA TEST VERSION, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED ANO INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN ANO OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM/-3 OBJECT MARKER SHALL BE 12·x12· 20. ALL NEW OR RELOCATED SIGNS SHALL BE WELL VISIBLE. NOT BLOCKED BY ANY OBSTRUCTIONS. CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE A Y VEGETATION BLOCKING THE NEW OR RELOCATED SIGNS. BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2. 2002 ELEVATION: 71 n~ DA TUM: ____ _,_,N"'G-"VD..__.,2..,_9 __ _ HORIZONTAL COORDINATES: N 68"02'46" W 2300.98' GRID 0 below. PT NO. 110 (CLSB-110): N 2000430.401 PT NO. 126 (CLSB-126): N 2001290.642 E 6238770.130 E 6236636.005 Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA92010 INDEX OF SHEETS 39 -TITLE SHEET, VICINITY MAP, NOTES & LEGEND 40 -KEY MAP & STREET SECTIONS 41-45-PR/VA TE STREET, WATER & SEWER MAIN IMPROVEMENTS 46-SEWER MAIN PLAN & PROFILE WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS. CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 2020 215 DA TED NOVEMBER 3 2020. 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDATIONS BY NMG GEOTECHNICAL DATED 7/26/2021 . 7. THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY HWL DA TED 02/15/2021. WDID NO 9 37C395407 10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY HWL DATED 03/10/2021. 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION SUBDIVISION BOUNDARY ............. . RIGHT-OF-WAY LINE ......... . CENTER LINE ........ . LOT LINE .. EASEMENT LINE. ......... . DWG.NO. SYMBOL . ......... ----li'.-... ----R/W------~-...... ----Ir:-AC PAVEMENT. .................. (4" AC/12" BASE) . .. . . . . . . I I I I I I l ENHANCED PAVEMENT. ............. (SEE DETAIL SHEET 40)... . I . I I 6" CURB & GUTTER .................. SORSO G-2. ••• .. 6" CURB ONLY ............ .. . . . . . . . . . SORSO G-1 '*'. J' WIDE RIBBON GUTTER ....... . 24' WIDE DRIVEWAY APRON ........... SORSO G-14(B). '** .... . ,j1-------<~ PROPOSED CONCRETE SIDEWALK ...... SORSO G-7. ••• ...... . PEDESTRIAN RAMP .................... SORSO G-27 PEDESTRIAN RAMP .................... SORSO G-29 .. . TRUNCATED DOMES .............. CBC 118-247 & 118-705 ............ lffil REVERES CURB. OUTLET. .. .. ....... GS-5.04 ••• SIDEWALK UNDERDRAIN ................ SORSO D-27 .. .. I • .. ij.; · 1 STREET C/L MONUMENT. ............. M-10A ..... . . .... f:,. EXSTING STORM DRAIN . EXISTING WATER LINE .. --------. ,---------.. ......... ---w--EXISTING SEWER ................................................... --s--PROPOSED PVC DOMESTIC WATER MAIN ......... '*W-2.*'** ..... --W--PROPOSED 4" PVC RECLAIMED WATER MAIN ..... ••W-2 **'* --RW--PROPOSED 8" PVC FIRE WATER MAIN .......... *'W-2 **'* - -FW--PROPOSED 2" AIR/VAC ... .... **W-11 .. '!'~'/''/' ..... -~ PROPOSED 6" BLOWOFF ........................ ••W-15 .. '*~• ..... O----~ PROPOSED 8" GATE VALVE (FLxPJ) .......... ••w-21. .HH ........ -----®--THRUST BLOCK .............................. •• W-19. •••• ..... - ----i B" FIRE SERVICE DDCV -~ FIRE HYDRANT ASSY. WITH MARKER ...... **W-17. W-18-rr• .... IJo-@---➔ STREET LIGHT (5,500 LUMEN) GE EVOLVE LED.. . .. E-1. ****.. o--------(1 ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL STANDARD DRAWINGS (SDRSO) UNLESS NOTED OTHERWISE: * CITY OF CARLSBAD STANDARD *' CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD •••• FOR REFERENCE ONLY "AS BUil T" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE fSHm7 CITY OF CARLSBAD ~ >---+----t-----------------+---+--------<>--------<f---'Ll_Uf-__ E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~~ /1\ DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ON-SITE PRIVATE IMPROVEMENT PLANS FOR: GR2021-0019 APPROVED: r.,,.. e,..,,,,,a ~,. ENGINEERING MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9/30/24 DATE OWN BY: "" I PROJECT NO. I DRAWING NO. CHKD BY: --CT 16-07 529-9B L.cRc..'V-".'W'.='.D---'B"--Y.c:.:-===J f--------~ Ex. 24" CMPKnow what'sRKEY MAP, STREET SECTIONSEXIST. STREET SECTION AT EL CAMINO REALFROM STA. 466+00.00 TO STA. 470+36.56GARDEN HILL LOOPPROPOSED 58' PRIVATE STREETFROM STA. 23+54.28 TO STA. 34+62.83GARDEN HILL LOOPPROPOSED PRIVATE ENTRY STREET WESTFROM STA. 11+00.00 TO STA. 12+50GARDEN HILL LOOPPROPOSED 56' PRIVATE STREETFROM STA. 17+17.95 TO STA. 22+46.80GARDEN HILL LOOPPROPOSED PRIVATE ENTRY STREET EASTFROM STA. 35+57.05 TO STA. 38+00.00LOT LINELOT LINELOT LINELOT LINELOT LINELOT LINELOT LINELOT LINEKEY MAPEL CAMINO REALPARK DR IVE R/WR/W℄SOUTHNORTHR/WR/W℄SOUTHNORTHEXIST. STREET SECTION AT EL CAMINO REALFROM STA. 472+76.43 TO STA. 484+98.80MBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023(R/W = 136') (20') (106') (73') (63') (53') (53') 1 o· 4" AC PAVEMENT SEE STREET NOTE 1 12" BASE COURSE SEE STREET NOTE 1 PROP. SUB-GRADE PER DWG 529-9A (1 o') PROPOSED PRIVATE 35' 4" PVC CL-900 RW PROPOSED PRIVATE 8" PVC SDR-35 SEWER 34' 1 o' 4.5' 5.0' 2% -'l'-.;i '•!'").. (44') EX. 4" GAS EX. 8" ABS SEWER EX. 20" PVC RW (63') ( 44') EX. 10" FUEL LINE EX. 4" GAS 21' 20' 2% EX. 20" PVC RW <[_ I 70' PRIVATE STREET 8' MEDIAN NO PARKING SCALE= NTS <[_ I 68' PRIVATE STREET 8' MEDIAN 21' 20' EX. 12" PVC WATER I (18' MEDIAN) EX. 18" EX. 16" RCP SD FUEL LINE EX. 36" D.I.P. WATER SCALE= NTS (R/W = 126') (18' MEDIAN) EX. 4" GAS EX. 12" PVC WATER EX. ABND 20" PVC WATER EX. 16" FUEL LINE SCALE= NTS EX. 36" (44') EX. CATV EX. 12"ACP EFFLUENT LINE (63') ( 44') EX. 12" EFFLUENT LINE D.I.P. WATER (1 0') 11'MIN EX. 48" RCP SD EX. MCD TELEPHONE LINE r (1 o') I I n• \ I ,,. . EX.48" RCP SD EX. MCD TELEPHONE LINE EX. CATV 58' PRIVATE STREET 35' I 34' 1 o· PROPOSED PRIVATE 4" PVC C-900 WATER 1 o' 5' 4.5' 2% --~,v•,~, r.,. 6" MIN. ').> 29' 29' 1 0' 7' 12' 12' 7' 1 0' 4_5, 5_0, PARKING PARKING 5,0' 4.5' 2% 2% 'k·\ -r, v"• ... .•· 6" MIN. ~4,.,.,,_4,~,:i-4.5' ------__________ ,3.5''F· ..,,.,..>.,po_.. 4" AC PAVEMENT MIN. MIN. 5 (TYP) (SEE STREET NOTE 1) 12" BASE COURSE (SEE STREET NOTE 1) PROP. SUB-GRADE PER DWG 529-9A STORM DRAIN PROPOSED PRIVATE 4" PVC CL-900 RW 28' 8' 7' 9' 11' PROPOSED PROPOSED PRIVATE 4" PVC C-900 WATER PRIVATE 8" PVC C-900 FIRE WATER PROPOSED PRIVATE 8" PVC SDR-35 SEWER PARKING ON BOTH SIDES SCALE= NTS It. I 56' PRIVATE STREET 28' 12' 12' 7' 1 o· 4" AC PAVEMENT ___ -------_____ --_ --_____ ---· 3.5' i""-"'::,'-'1,,:.J (TYP) PARKING 1' I PARKING SEE STREET NOTE 1 12" BASE COURSE (SEE STREET NOTE 1) PROP. PRIVATE 4" PVC C-900 RECLAIMED WATER PROP. SUB-GRADE PER DWG 529-9A 11 ' PROPOSED PRIVATE 8" PVC SDR SEWER 7' 8' 11' MIN.1--1 PROPOSED PRIVATE 4" PVC C-900 WATER PROPOSED PRIVATE 8" PVC C-900 FIRE WATER 4" AC PAVEMENT (SEE STREET NOTE 1) 12" BASE COURSE SEE STREET NOTE 1 PROP. SUB-GRADE PER DWG 529-9A STORM DRAIN NO PARKING ,,-----------------------..,_ SCALE= NTS PROPOSED PRIVATE 4" PVC C-900 RECLAIMED WATER NOTES 1. SEE OFF-SITE IMPROVEMENT PLAN DWG. NO. 529-9 FOR IMPROVEMENTS WITHIN THE EL CAMINO REAL RIGHT-OF-WAY 2. EXISTING GRADE/FINISH GRADE SHOWN IN PROFILE PER ROUGH GRADING PLAN DWG NO. 529-9A below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. r 6' 2% PROPOSED PRIVATE 4" PVC C-900 WATER PROPOSED PRIVATE 8" PVC C-900 FIRE WATER PROPOSED PRIVATE 8" PVC SDR-35 SEWER PARKING ON BOTH SIDES SCALE= NTS BENCHMARK DESCRIPTION: PT. NO. 110(CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DATUM: NGVD 29 ' / I i I / ! rv i ~ i / i i , / _/./ 0 ..,_ i n.. / / _,.... ,. _1~·-/ / i i I i i j i I i i I ,.a "AS BUil T" RCE ___ EXP.----REVIEWED BY: INSPECTOR --... 'f ,_ ~ -11!;.,:::"--"'-;FH / -I ----::,~ -Ii ---• ' ~-~~~~ -I/ , -, .--= -. ..., 42 f'._--,r:;::~~ -----/.'. 1 ; ; LEGEND SHEET# SHEET FRAME • • • • ; SCALE = 1"=100' I • • • 0 • • I 1----+---+----------------t------jc---t----t------i ~ C 11X1N£R!G ~E¾A~T~~~AD ~ ~ DATE DA TE INITIAL DA TE INITIAL DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ON-SITE PRIVATE IMPROVEMENT PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: r.,,.. e ....... a~ .. ENGINEERING DWN BY:-=--CHKD BY: __ _ RVWD BY: SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 I DRAWING NO. _ 529-9B ~-------- Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/202350.00' vc r--o PV1=64. 40 r--o I"") CT.I I") CT.I ,-.: ..: @12+32.37 r--..-f-------+-------------+-----------------60'+"'-----,,Ga-,1-=--i1MO%,---c,"''f-="'~-------t----------1 N G2=2.00% N LEFT TC 5ITTiO'----VC r--0 PV1=64.40 r--0 "' "' @12+32.37 "' "' ,-.: ~ ,-.: sf 0 <D G1=10 00% "' <D N G2=2.00% N cl50---40 RIGHT TC SEE DWG b29-9 FOR CUFB RETUllN PROFILE 0+!l6.94 PCR 52.54 TC SCALE: HORIZ. 1 "=40' VERT. 1 "=8' ~ ~ l:E isl • ... 9)' <:> N C<j it NOTES 1. SEE OFF-SITE IMPROVEMENT PLAN DWG. NO. 529-9 FOR IMPROVEMENTS WITHIN THE EL CAMINO REAL RIGHT-OF-WAY 2. EXISTING GRADE/FINISH GRADE SHOWN IN PROFILE PER ROUGH GRADING PLAN DWG NO. 529-9A below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 11+00 12+00 .. <o i • -PLAN -GARDEN HILL LOOP (PRIVATE STREET 'A' PER TM) SCALE: 1 "=40' NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 13tOO c:::, z L.J ID LEFT TC 70 CURB FACE PROPOSED CURB INLET 10.00' 4.00' CURB OPENING 2.00' CURB PROPOSED MODULAR WETLAND SYSTEM OPENING -----10_._oo_· ___ -__ 1 6" CURB 1 o.oo· 1 O" CURB HEIGHT 10.00' 6" CURB HEIGHT TRANSITION CURB HEIGHT TOP OF CURB 4.00' CURB OPENING I I I I I I I I FLOW LINE , , ' , : : : I I I I I I I I I I CURB INLET ' L _______ _J I L... _________ ...J 2.00' CURB OP NING I I I 11 I I I I I I I I I I 11 I I I I 11 I I I I 11 I I I I I I I I I 11 I I I I 11 I I I L ___ J.L __ J I L _________ _J TRANSITION CURB HEIGHT HEIGHT PROPOSED MODULAR WETLAND SYSTEM -----60 CL DETAIL -TYPICAL DEPRESSION AT CURB INLET/MWS c:::, z L.J ID 50 70 65 ---~ -g -g + -----. ---t;: t;: CJ~ :;i u S2 . u '-' "" ~ ~ a.. ::, <o 'q-<: u rS ...,,.,"' ~ "'-~~o 12 <O -1-~~ -~ Qj ~ + ~ -' PED ~~P-, 0.516 26.0' DRIVEWAY >->-lii ~ Is' Is' ~ ct' ct' f "' f2 "' ~ ~ "" ~ ..-; ~ ~ ~ i ;':: ~ " 0.9% _,. I 115.02' 17. 13' .... L/6=19.17' t;: t;: "-"' .... "" CJ <o ~ ...-; ~ (.) S2 ~ .... m ~ @ CJ '-' f2 0,:::::, 0' ~ ~ "' "" "'-.... TOP OF CURB -"-~ c:; ,., c:, "' ..., "' -1-~-: .... f2 f2 f2 \~ f2 ct ~ + ~~~ "' ~ 2 -~ c:, <o -~ ~ ~ ~ ~ ~ 0.8% 0.8% 0.9% --I ~ FLOW LINE/ ~ ~ ~ RIGI--IT TC -PROFILE-GARDEN HIILL LOOP KNUCKLE ~ 60 60 -SCALE: 70 65 60 , T. l\ " A.D~:'1188 AH£AO ,.,,,--,:: +8 . ' C:! ~ ----------I I 1+00 1+50 u ~ ~ ~ ~ a ~ ::,: 1;'i "' 37.54 ~ t;: t;: i2 t2 ,..._ ---u ~ lr.i ..., "' ~ <o ~~ "' "' . <o :2 @§ ~ -~~ <.S t u .,., "'-..,_ ail iii ,:,; <o -"' ...-; 1.5% "' <o <o -PED RAMP 1.5% \ TOP OF CURB FLOW LINE SCALE: HORIZ.1 "=20' VERT. 1 "=4' 1+00 1+50 PROFILE -GARDEN HILL LOOP NW CURB RETURN M----------------DESCRIPTION: PT. NO. 110(CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: 70 65 60 HORIZ. 1 "=20' VERT. 1 "=4' I 2+00 NOT£: (1). "AS BUil T" WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RCE __ _ EXP.----REVIEWED BY: RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DATUM: NGVD 29 INSPECTOR ~ ~ I 2+50 TOP OF 4" R/W SAM£ AS TOP OF 8" FIREWATER DATE DATE SEE SPECIAL INSPECTION NOTE ON SHEET 2 DATE INITIAL ENGINEER OF WORK 70 65 60 0 WATER DATA (PRIVATE) * □ CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS NO. DELTA/BRG RADIUS LENGTH REMARKS 29 N16"24'49"E 36.02' 4" PVC, C-900 2 S16"24'49"W 89.28' 6" TYPE G-2, C&G 23 fl=25"49'25" 212.00' 95.55' 4" PVC, C-900 3 fl=22"05'41" 175.00' 67.48' 6" TYPE G-2, C&G 1 S16"24'49"W 92.64' 4" PVC, C-900 4 fl=38"05'21" 25.00' 16.62' 6" TYPE G-2, C&G 2 fl=30"11'40" 200.00' 105.40' 4" PVC, C-900 5 fl=173"25'36" 38.00' 115.02' 6" TYPE G-2, C&G 3 S13"46'52"E 12.20' 4" PVC, C-900 6 fl=49"04'02" 20.00' 17.13' 6" TYPE G-2, C&G 25 N09"24'36"W 32.43' 4" PVC, C-900 7 fl=86"03'17" 25.00' 37.55' 6" TYPE G-2, C&G .. 42 S73"33'22"E 11.96' 4" PVC, C-900 8 fl=21 •52'44" 225.00' 85.92' 6" TYPE G-2, C&G •• 4" PVC, C-900 43 N73"25'44"W 28.48' 9 N16"24'49"E 79.27' 6" TYPE G-2, C&G 26 fl=90i 1 •09" 48.52' 76.37' 6" TYPE G-1, CURB • PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY •• CONCRETE ENCASE POTABLE LINfS WHEN LOCATED UNDERGROUND IN AN AREA THAT IS IRRIGATED BY RfCYCLED WATER 0 RECLAIMED WATER DATA (PRIVATE) * 0 CENTERLINE DATA NO. LENGTH RADIUS DELTA TANGENT NO. DELTA/BRG RADIUS LENGTH REMARKS 1 176.21' S16' 24' 49"W 1 S16"24'49"W 91.89' 4" PVC, C-900 2 79.33' 200.00' 22·43'31" 40.19' 2 fl=15"52'17" 227.37' 62.98' 4" PVC, C-900 3 36.66' S6" 18' 43"E 3 S02"16'19"W 64.07' 4" PVC, C-900 45 S73"35'11"E 25.63' 4" PVC, C-900 * PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY □ MEDIAN CURB DATA (PRIVATE) NO . DELTA/BRG RADIUS LENGTH REMARKS ◊ SEWER DATA (PRIVATE) 27 fl=180"00'00" 4.00' 12.57' 3" TYPE G-1, CURB NO. DELTA/BRG RADIUS 1 S16"24'49"W 11 fl=23"46'06" 235.01' REVISION DESCRIPTION LENGTH REMARKS 118.27' 8" PVC, 97.49' 8" PVC, 5.15 FS 64.92 TC 64.42 FL 6 .88 TC 64.J8 FL ,_ -:-..;·f ·_;.f\.-.\/\'\:~/.\) :;;-T· _; 1+00.00=12+53.34 64.80 TC SDR-35 SDR-35 64.30 FL --ll~::": 64.28 FL 31 34 35 72 73 fl=6 "46 '29" 196.00' 23.17' 3" TYPE G-1, fl=180"00'12" 4.00' 12.57' 3" TYPE G-1, fl=6"46'28" 204.00' 24.12' 8" TYPE G-1, S16"24'49"W N16"24'49"E \ <?.9-i'" 5.58 C 65.08 FL .21 F 65.97 TC 65.47 FL 88.35' 8" 88.35' 8" Sff PROFILE FOR STREET 'A' KNUCKLE TYPE G-1, TYPE G-1, 12+88.55 EG. CURB 66. 60 TC, 5. 68 FS 6.60 C 65.82 FS 6503 TC ~ 64.53 FL CURB CURB CURB CURB CURB s~ ~~ ~ 2+48. 77=16+ 0.29 N 66.07 66.12 TC 65.62 FL Sff PROFILE FOR ·"· _ STRffT 'A' CURB RETURN 66_15 TC .r:_. . 65.74 FS 65.65 FL ',',.,-,:,;·· \ PLAN DETAIL -GARDEN HILL KNUCKLE (ENTRY) SCALE: 1 "=20' DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SURFACE, WATER & SEWER IMPROVEMENTS GR2021-0019 SOP 2D1B-0001 APPROVED: r.,,.. e ....... a~,. ENGINEERING DWN BY:-~-CHKD BY: __ _ RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/202390 80 LEFT TC 70 60 80 lu w 100.00' vc 80.00' VC a ..,. a °' PVl=78.32 @ 19• 85.00 a ..,. a S! 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'-.u c-.i r--. r---0a u> o O a ~ml{) o 8 g 0o r.o cog,~ :;i~o00 g ~ r.r,o: ~ § ~ ~ 0 Ct::u t ~ ch o ,~ l/)N •• !:? g _ ~ ~ ~mt~+~ ~+-~ ~ r--. a co iri m g g 8 g r---_J >-+ I-r.o . . a· r--. a_ LO L!1 + I: a.. ::::;. A r--. u -0 0 ...... + I"") + r--,.c-' ---:o~r---:;_'N~:i:.r--~oai::r-:+--{<l-'~ "---,,;+mNc-=---~O~o,s--_ _:"'+¥.' -~----'!ifi5~· ;,°'\---'"'t·~---<'!04«,-7"i;j-. t,:;--it---1---· __J V) ·O -o ....,_t--0 A .--t0 + -~ ~ ~~ ~ (O"Ln"t-h!) O') -~ :r: 90.00 vc ~ ~ ~ a.. co ~ L!10 ~ ci l/) ~ ~ ~ ~ ~ -r--,. -1 N r--. N r-... N r--. N ~ ~ ~ N ~ ct ~ ~I~ ~ ~m O ~g,.1; ~g ~ PVI 66.60@ 16+55.00 g ~ g rt~ci O ~ ~ ~ ~ N r--. N r--. N--' >---0 '° G1 1.00%, G2 4.00% 0 a:i a • -, -a ~ r---) / f-----------o"'?·I :;i ai '";'" co o c.o o o ~ o + i ~ + t,; -..:t: c.o a r---lO o ~•.;a: r!: ~ "f-r--. o --S / '-" z 55 -a a -N ..,. r---ci -" l a .,., u TOP OF RIGHT CURB__.,, 0 ,,... ~ 'V I"'.) CO + ll) W ·, CO LO O U +-: J;co ~~ -t0 ;.;~ .---r:-: ~~ ~co --,--~ fi:j O ci N r--..---> !;::: ffi L&.J 8+ ~ l""')r-,.. +-~~ .-CO ____ r.oa) +N 1------------++----------------+-----------+------~-i:!:_ PROFILE -GARDEN HILL LOOP ___ ----j-----------i------~-1!2 ___ _ 16+04.13 PCR 66.09 TC 16+00 17+00 18+00 • I SCALE: H0RIZ.1 "=40' VERT. 1 "='8 19t00 PLAN -GARDEN HILL LOOP (PRIVATE STREET 'A' PER TM) SCALE: 1 "=40' 22+00 80 70 LEFT TC CL RIGHT TC -----0 WATER DATA (PRIVATE) * NO. DEL TA/BRG RADIUS LENGTH REMARKS 5 S80"35'24"W 248.61' 12" PVC, C-900 6 l!.=38"00'01" 86.50' 57.37' 10" PVC, C-900 7 S42"35'20"W 36.66' 10" PVC, C-900 8 S42"35'20"W 54.39' 4" PVC, C-900 9 l!.=29"50'59" 120.00' 62.52' 4" PVC, C-900 10 s12·44•21 "w 220.39' 4" PVC, C-900 • PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY 0 RECLAIMED WATER DATA (PRIVATE}* NO. DEL TA/BRG RADIUS LENGTH REMARKS 4 S80"35'21 "W 214.69' 4" PVC, C-900 5 l!.=38"00'02" 108.00' 71.63' 4" PVC, C-900 6 S42'35'19"W 37.77' 4" PVC, C-900 7 S42"35'20"W 63.45' 4" PVC, C-900 8 l!.=29"50'59" 106.00' 55.22' 4" PVC, C-900 9 s12·44'21"w 229.45' 4" PVC, C-900 • PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY ◊ SEWER DATA (PRIVATE) NO. DEL TA/BRG RADIUS LENGTH REMARKS 3 4 5 6 7 8 9 10 S80'35'21 "W 84.90' 8" PVC, SDR-35 S80'35'21 "W 151.97' 8" PVC, SDR-35 s61 ·35'2o"w 41.25' 8" PVC, SDR-35 S42"35'20"W 45.33' 8" PVC, SDR-35 s12·44•2o"w 46.43' 8" PVC, SDR-35 S20'16'37"W 24.18' 8" PVC, SDR-35 s12•44•21 "w 192.04' 8" PVC, SDR-35 S40'22'35"W 32.75' 8" PVC, SDR-35 -28.04' ------r 70 -,-70 ---1.0% -65 -I -2.0% TOP OF CURB r 65 -FLOW LINE r -r -r -60 ~--------------~ 16+50 16+00 PROFILE -GARDEN HILL LOOP EAST CURB RETURN SENIOR BUILDING SCALE: H0RIZ. 1 "=20' VERT. 1 "=4' 60 -----70 -----65 -----60 □ CURB DATA (PRIVATE) NO. DELTA/BRG RAOIUSLENGTH REMARKS 5 l!.=173'25'36" 38.00' 115.02' 6" TYPE G-2, C&G 6 l!.=49"04'02" 20.00' 17.13' 6" TYPE G-2, C&G 7 l!.=86'03'17" 25.00' 37.55' 6" TYPE G-2, C&G 11 S80'35'21 "W 197.32' 6" TYPE G-2, C&G 12 l!.=38'12'51" 80.00' 53.36' 6" TYPE G-2, C&G 13 S42'35'20"W 36. 83' 6" TYPE G-2, C&G 14 S42"35'20"W 63.45' 6" TYPE G-2, C&G 15 l!.=29"50'59" 82.00' 42. 72' 6" TYPE G-2, C&G 16 s12•44•21"w 236.63' 6" TYPE G-2, C&G 17 N12"44'21 "E 231.25' 6" TYPE G-2, C&G 18 l!.=29"50'59" 120.00' 62.52' 6" TYPE G-2, C&G 19 N42"35'20"E 63.45' 6" TYPE G-2, C&G 20 S42'38'40"W 36.14' 6" TYPE G-2, C&G 21 l!.=38'38'48" 120.00' 80.94' 6" TYPE G-2, C&G 22 N80'33'48"E 78.22' 6" TYPE G-2, C&G 23 S88"06'03"E 10.20' 6" TYPE G-2, C&G 24 !>=85"56'37" 20.00' 30.00' 6" TYPE G-2, C&G 29 !>=80"20'04" 20.00' 28.04' 6" TYPE G-2, C&G 30 S80"35'21 "W 31.73' 6" TYPE G-2, C&G Q CENTERLINE DATA NO. 4 5 6 8 9 -LENGTH RADIUS DELTA 240.27' NBO' 35' 21 "E 66.67' 100.00' 3811'47• 36.66' N42" 35' 20"E 52.10' 100.00' 29'50'59" 245.54' N12' 44' 20"E SEE SPECIAL INSPECTION NOTE ON SHEET 2 25.3 ~~ TOP OF CURB lJ FLOW LINE TANGENT 34.63' 26.65' r r 70 r r r r r 65 ,-r r 60 17+00 16+50 PROFILE -GARDEN HILL LOOP WEST CURB RETURN SENIOR BUILDING SCALE: HORIZ. 1 "=20' VERT. 1 "=4' 1. SEE OFF-SITE IMPROVEMENT PLAN DWG. NO. 529-9 FOR IMPROVEMENTS WITHIN THE EL CAMINO REAL RIGHT-OF-WAY SCALE: 1'' = 40' ,----,---,-------------,---,---,r--,----.---~ -~ -= -= -= -~ -~~~==~~~~==~~,,;:==~~~-====i fSHm7 CITY OF CARLSBAD ~ 2. EXISTTNG GRADE/FINISH GRADE SHOWN IN PROFILE PER ROUGH GRADING PLAN DWG NO. 529-9A 0 below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 , / NOTE CONTRACTOR TO VERIFY THE EXACT LOCA TTON OF EXISTING UTTL/TTES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. BENCHMARK DESCRIPTION: PT. NO. 110(CLSB-110) RECORD OF SURVEY NO. 17271 LOCA TTON: RECORDED: ELEVATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE FEBRUARY 2, 2002 71.96 DA TUM: NGVD 29 f--1 -~ 1--1 40 20 0 40 80 "AS BUil T" RCE____ EXP _____ _ REVIEWED BY: INSPECTOR 120 DATE DATE l---+-----1------------------t----t---t---t-----Jl____±U~ __ E_N_G_IN_E_E_R_IN_G_D_E_P_A_RT_M_E_N_T __ ~~ /1\ DA TE INITIAL INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ON-SITE PRIVATE IMPROVEMENT PLANS FOR: MARJA ACRES SURFACE, WATER & SEWER IMPROVEMENTS GR2021-0019 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: JASON S. GELDERT ~NfE~l~~"t~AGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: "" I PROJECT NO. I DRAWING NO. CHKD BY: --CT 16-07 529-9B RVWD BY: L'c.."..."..'.='..._='...'..:....====-~----------~----~ Know what'sRACCESSIBLE PARKING DETAILSMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023I w 5 \ LEFT TC CL RIGHT TC NOTES 100 90 ~§/ --,1-----------t---------------t----------------t--·------------t-----------------t----------------t--------,2=00.oo'"V"'c·------1F1r/·----,---------------88.36' vc ----;.Pr'v1,=,_89'".5.,.4'-if.@,--,3=oc;-+.,,,o5..-.-0;,,o'-+-+' a. N N PVl=81.95 @ 25+75. 0 ex,"' TOP OF LEFT CURB---...... 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ID ~ as N 00 -fi~f"'a;:,·-"---ni1 ~;+-...,,-gi+e!:-'g:,,t--.cQ:t-~-+-----,05-J----is0;+-------ogeft---lE:+lt_e;~rt-t ~::-~J-•:-::· ==~1~:::;::::;=1.,-.;..-..,,,~=------+---------------+------------TOP OF RIGHT CURB +"' ,-8v LrilO ci 1.0 8...t-.... ,-1 +rn +<0 "'+n L.{')N r--..----+<0 VlO ~~ N"'<I-f"'1V + +N VV Nr--. I Nr---Nr--. Nr------...... --" Nf-'\ /\ u ~ rr)~ I a.. a.. N~ "' "' ~~ r--.~cx:i nl{) ~ co ------+-------~---+--+1~ + ,-, oo r--. en cx::i N CO N 00 ,, N r--"iN r--. I"") V I"") V I"') V N r--. ~ + Ou a::: j;c, I -~i!!C!-f---~a.Ni=--1-------!"a::4--,-,,a::d-,-,...-a.~---+-------->!§\lm-~------+----"'-CX) ____ PROFILE -GARDEN HI LL LOOP ______ +-----------+-------+"' O,i=: r--.u ~~ Nii= ~IL() ~~ 'fr:2 ~; ;;;is:; ~-:: ~~ I SCALE: H0RIZ. 1"=40' I VERT. 1 "=8' 23+00 24+00 25+00 26+00 ' ' 100 90 80 1. SEE OFF-SITE IMPROVEMENT PLAN DWG. NO. 529-9 FOR IMPROVEMENTS WITHIN THE EL CAMINO REAL RIGHT-OF-WAY (PRIVATE STREET 'A' PER TM) SCALE: 1 "=40' SCALE: 1'' = 40' LEFT TC CL RIGHT TC 0 WATER DATA (PRIVATE) * □ CURB DATA (PRIVATE) NO. DEL TA/BRG RADIUS LENGTH REMARKS NO. DEL TA/BRG RADIUS LENGTH REMARKS 30 f,=87'06'29" 40.00' 60.87' 6" TYPE G-2, C&G 11 s12-44'21"w 78.05' 10" PVC, C-900 31 s14•22'08"E 84. 79' 6" TYPE G-2, C&G 12 S74 ·22'08"E 125.39' 10" PVC, C-900 13 f,=20"08'03" 159.00' 55.87' 10" PVC, C-900 32 f,=40"16'05" 126.00' 88.55' 6" TYPE G-2, C&G 34 N65"21 '46"E 323.66' 6" TYPE G-2, C&G 14 f,=20'08'03" 159.00' 55.87' 10" PVC, C-900 35 N62"49'02"E 7.78' 6" TYPE G-2, C&G 15 N65"21 '46"E 324.62' 10" PVC, C-900 36 S17"49'02"W 8.49' 6" TYPE G-2, C&G 16 N62"49'02"E 87.46' 10" PVC, C-900 17 N65"21 '46"E 16.71' 10" PVC, C-900 37 N62"49'02"E 48.00' 6" TYPE G-2, C&G • PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY 38 S72"10'58"E 8.49' 6" TYPE G-2, C&G 39 N62'49"02"E 19,68' 6" TYPE G-2, C&G 0 RECLAIMED WATER DATA (PRIVATE)* 40 N62"49'02"E 87.46' 6" TYPE G-2, C&G NO. DELTA/BRG RADIUS LENGTH REMARKS 41 N65"21 '46"E 324.74' 6" TYPE G-2, C&G 43 f,=20"08'03" 164.00' 57.63' 6" TYPE G-2, C&G 10 S12"44'2/"W 54.01' 4" PVC, C-900 44 S74"22'08"E 75.02' 6" TYPE G-2, C&G 11 S74"22'08"E 146.34' 4" PVC, C-900 45 f>=2J"59'30" 63.00' 26.38' 6" TYPE G-2, C&G 12 f,=20'08'03" 136.63' 48.07' 4" PVC. C-900 46 N4J'49'20"E 8.98' 6" TYPE G-2, C&G 13 f,=20"07'53" 136.63' 48,01' 4" PVC, C-900 47 f,=67'04'47" 55.00' 64.39' 6" TYPE G-2, C&G 14 N65"21'46"E 323.77' 4" PVC, C-900 48 N21"51'56"E 8.98' 6" TYPE G-2, C&G 15 N64"07'39"E 87.41' 4" PVC, C-900 49 f,=51 '03'41" 49.00' 43.67' 6" TYPE G-2, C&G 16 N65"21'46"E 17.32' 4" PVC, C-900 • PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY 50 f,=22"05'31" 63.00' 24.29' 6" TYPE G-2, C&G ◊ SEWER DATA (PRIVATE) 0 CENTERLINE DATA NO. DEL TA/BRG RADIUS LENGTH REMARKS NO. LENGTH RADIUS DELTA TANGENT 10 N85'31 '53"W 48.98' 8" PVC, SDR-35 10 76,02' 50.00' 87"06'29" 47.54' 11 S67'45'05"W 46.25' 8" PVC, SDR-35 11 92.57' S74' 22' 08"E 12 S65'21 '46"W 114. oo· 8" PVC, SDR-35 12 50.95' 145.00' 20'08'0J" 25.74' 13 S65'21 '46"W 108.00' 8" PVC, SDR-35 14 J24.J1' N65' 21' 4S"E 15 87.46' N62" 49' 02"E PR0\1DE BUMPER OR CURB TO PREVENT ENCROACHMENT OF CARS\ OVER THE REQUIRED WIDTH OF ACCESSIBLE SIGN / PER DETAIL BELOW WALKWAYS r I 5' 1 ?' 5' -DETAIL 1 SCALE: 1 "=20' r 5' J. 5' 7 DETAIL 2 SCALE: 1 "=20' r f , 5' 6' 5' -<-=--.__ DETAIL 3 SCALE: 1 "=20' DETAIL4 SCALE: 1 "=20' ""-----ss--s,;l--ss:--ss<i',...,_--=---s,;;f-s:i -~~~s: ACCESSIBLE ROUTE 4" WIDE STRIPES; TWO COATS PAINTED BLUE NOTE: 71: ~ I N' i"-'1--~ "'-' r-PRECAST CONCRETE '" ~ BUMPER, TYP. @ SIGNS IDENTIFYING ACCESSIBLE PARKING SPACES SHALL BE VISIBLE FROM EACH PARKING SPACE THEY SERVE AND SHALL BE PERMANENTLY POSTED IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. -<;)8-' 2 ACCESSIBLE SPACES ~~" : ---..__ -~, ""' EQ. I EQ. ~~PAVEMENT SYMBOL PER DEAIL ~ ~~ I _, rJs7 --.. rt:~ ~---~ BELOW. EACH ACCESSIBLE l@.I ~ PARKING SPACE SHALL BE ~ g' MIN. MIN. s'-o' IDENTIFIED SIGNAGE AND SURFACE MARKING IN ACCORDANCE WITH CBC 1109A.8.8.1 AND CBC 1109A.8.8.2, STAINLESS STEEL FASTENERS. NOTE: @ VAN PARKING SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1/4 INCH PER FOOT IN ANY DIRECTION. NOTES· 1. ALL STROKES TO BE 4" WIDE. 2. PRO'v1DE TWO COATS OF PAINT. 3. BLUE BACKGROUND WITH WHITE SYMBOL 4. LOCATE SYMBOL AT CENTER OF STALL . _,,r WHITE LETTERS & SYMBOL ON \lea / _BLUE BACKGROUND fl::%,~/, ,.,------REFLECTORIZED SIGN CONSTRUCTED V / OF PORCELAIN STEEL WITH BEADED PARKIN TEXT OR EQUAL O~LY (MINIMUM 70 SQ. IN. SIGN) MINIMUM 1/2" RADIUS (TYP.) FINE $250 ~AN ACCESSIBU -~-ADDITIONAL SIGN AT VAN ~---ACCESSIBLE PARKING b SPACES ONLY I r--_,,--1 1/4" GALV. SCHD. 40 -STL. PIPE W /CAP _,,,--FINISH SURFACE -t----.~-----><+--=~-... . .. ~ 0 .s. ... -... .... . .. ' <D . . p -.. --DIA. CONC. FOOTING -r ~ SITE PLAN. -~ WHERE SHOWN ON 4" 4,_5.. 14"1 5. ONE SYMBOL FOR i----------__,1-4-EACH HANDICAP PARKING SPACE. I ..., ' <D NOT TO SCALE SEE SPECIAL INSPECTION NOTE ON SHEET 2 2. EXISTING GRADE/FINISH GRADE SHOWN IN PROFILE PER ROUGH GRADING PLAN OWG NO. 529-9A t--1 ------<~ 40 20 0 1--1 40 80 120 fSHm7 CITY OF CARLSBAD ~ >---+-----t-----------------+---+--------<>--------<>------<~>---E-N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~~ 0 below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 / / NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. BENCHMARK DESCRIPTION: PT. NO. 1/0(CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: RECORDED: ELEVATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE FEBRUARY 2, 2002 71.96 DA TUM: NGVD 29 "AS BUil T" RCE____ EXP,-----REVIEWED BY: INSPECTOR DATE /1\ DA TE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION ON-SITE PRIVATE IMPROVEMENT PLANS FOR: MARJA ACRES SURFACE, WATER & SEWER IMPROVEMENTS GR2021-0019 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 201B-0001 APPROVED: r..-e,.,,,,,,u,,,_., JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE OWN BY: "" I PROJECT NO. I DRAWING NO. >-D_A_TE_+-IN_ITI_A_L-+-_D_A_TE_+-IN_IT_IA_L_, CHKD BY:___ CT 16_07 529_96 OTHER APPROVAL CITY APPROVAL LcRc._V-:cW'."Dc'.._'B=-.Yc.::c...====-l >---------~>-----~ Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/2023100 LEFT TC 90 80 90 CL 70 90 80 RIGI--ITTC 70 NOTES 1. SEE OFF-SITE IMPROVEMENT PLAN DWG. NO. 529-9 FOR IMPROVEMENTS WITHIN THE EL CAMINO REAL RIGHT-OF-WAY 2. EXISTTNG GRADE/FINISH GRADE SHOWN IN PROFILE PER ROUGH GRADING PLAN DWG NO. 529-9A 0 below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ~----2=occt-c,.0=3•~v=c'----------------r-------------------i----------------+-----------------,-------. 0 '° r--+ a, N PVl=89.5' @ 30+05.00 G1=1.761 G2=-1.25% ~ 0 0 d '° ..,_ 0 r--N '° "' + r--+ co 0 co 0 co co ,.., co ,.., co -----0 d "' ~ r--0 CO ,.., CX) 0 '° r--a, + "' g~ -a, P. N fi f-, a:i co 0 0 go +-,.., co OF LEFT CURB /TOP I -------1-0 ---~------, ...... =2=-i ~ _:l~co~ ; ~ ; ~ , 88.52 TC _ _ _ -1.25% ,.., co ;:; ro ~ ;:i; 29+60.00 -·--~-----+----------------+--------------__,_ _______________ ---=:::i====:::'.:C:::,:=:,/,..--==1===-+-------1 -----200 oo' vc PVl=89.51 @ 30+03.75 _____ G=1-1. 77~ G2=-1.3~7~%~-------0 '° ..,_ '+ <D 0, co NCO 0 d "' -0 r--+" ~~ -0 '° N -+ co 0 CO ,.., co 0 0 0 d d '° 0 "' "' r--~ + + "' + -0 co 0 co ,.., ,.., co ,.., CX) 0 0 d '° "' '° r--a, + r--+ '° 0 co 0 co ,.., co ,.., co I~ g " 0 0 d 0 + ,;, i'. -CX) ,.., r--+ . -r--,.., co '° N "' 0 + co /~ -r-,: ,.., co ~ ,_. "-I ,.., co 3.5' MIN. a, N a:i ,-12 ='-0 0 0 0 d N '° .,, + r--r--:,: r-,: + ' -. -,-,.., co a, -PROPOSED GRADE d @ CENTERLINE z I "' "' 0 N ::,; 0 0 0 0 ,.., -0 0 0 0 . °" 0 co '° -· 0 r--"' + N 0 + -,i, r--:,: co ,.., .,, 'ixi "' + . 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'C :,.. . ~ ;t: V'l _co ~ S ~ tri ~ ~ .....,~_J tr) o .. ~ --~ +-,. :,.. ~ s ~~ V)8 ~ ::e ~ rd w '-'I Ci: ~ ~ 00') = 8 "' -+-,.. ;;; "' :,; • w "" w "' w PLAN -GARDEN HILL LOOP (PRIVATE STREET 'A' PER TM) SCALE: 1 "=40' NOTE CONTRACTOR TO VERIFY THE EXACT LOCA TTON OF EXISTING ununES IN THE FIELD PRIOR TO CONSTRUCTTON. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. BENCHMARK DESCRIPTION: PT. NO. 110(CLSB-110) RECORD OF SURVEY NO. 17271 LOCATTON: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DATUM: NGVD 29 100 90 80 100 90 70 90 80 70 LEFT TC CL RIGHT TC ' Lt ,, 5' 5' I -~1 DETAIL 5 SCALE: 1 "=20' ;,,,.L~ : J, 6! J•: I -,_......_ .,__ I _________ _J DETAIL 6 SCALE: 1 "=20' ~ : w:: _________ _J DETAIL 7 SCALE: 1 "=20' "AS BUil T" RCE ___ EXP,----REVIEWED BY: INSPECTOR DATE DATE 0 WATER DATA (PRIVATE)* NO. DEL TA/BRG RADIUS LENGTH REMARKS 18 N65"21 '46"E 485.00' 10" PVC, C-900 • PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY 0 RECLAIMED WATER DATA (PRIVATE) * NO. DEL TA/BRG RADIUS LENGTH REMARKS 17 N65"21'46"E 485.00' 4" PVC, C-900 • PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY ◊ SEWER DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS 16 N6.3"30'23"E 42.34' 8" PVC, SDR-35 17 N65"21 '46"E 124.00' 8" PVC, SDR-35 18 N65"21 '46"E 124.00' 8" PVC, SDR-35 19 N65'21 '46"E 55.68' 8" PVC, SDR-35 SCALE: 1" = 40' r--1 -~ 1--1 40 20 0 40 80 120 □ CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS 51 52 53 54 55 0 NO. 16 N65'21'46"E 455. 76' 6" TYPE G-2, C&G N20'21'44 "E 7.07' 6" TYPE G-2, C&G N65"21 '46"E 29.00' 6" TYPE G-2, C&G N65"21'46"E 12.69' 6" TYPE G-2, N65"21'46"E 501.60' 6" TYPE G-2, CENTERLINE DATA LENG7H RADIUS DELTA TANGENT 502.03' N65' 21' 46"E SEE SPECIAL INSPECTION NOTE ON SHEET 2 C&G C&G fSHm7 CITY OF CARLSBAD ~ 1---+--------11-------------------t-----t---1---1------1L__±±J~ __ E_N_G_IN_E_E_R_IN_G_D_E_P_A_R_TM_E_N_T __ ~~ /1\ DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ON-SITE PRIVATE IMPROVEMENT PLANS FOR: MARJA ACRES SURFACE, WATER & SEWER IMPROVEMENTS GR2021-0019 PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 APPROVED: r.,,.. e ....... a~,. JASON S. GELDERT ENGINEERING RCE 63912 EXPIRES 9/30/24 DATE DWN BY: ""' I PROJECT NO. I DRAWING NO. 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I ""-... rt ~ Lri r-.... 70 RIGHT TC + 6 ..._ r--+ co (0.....: ...... f"")(O ---------+---------------+--------~~-·-'------+----------' -----:0,,..,.._,f---,,r--,.fuN,-I--~ 60 I --+-+--.L..;. -------------+---------PROFILE -GARDEN HILL LOOP-------<>--~L----'-FOR REFERENCE ONLY,---A·--+--·----r--SEE DWG 529-9 FOR v 60 ;;,: B es :z: HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 SCALE: HORJZ. 1 "=40' ~ :;;> CURB RETURN PROFILE VERT. 1 "=8' ~ ~ ----"',.;;•ct,<O..a-+---------------+------'------35+00 36+00 37+00 (PRIVATE STREET 'A' PER TM) SCALE: 1 "=40' NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 38+00 39+00 ,I I j i i1 ! ] 11 g I IMPROVEMENTS WITHIN EL 11 CAMINO REAL PfR I DWG. NO 529-9 1 I I I i STA. 470+98.69 EL CAMINO REAL I 2" COPPER SERWCE CONNECllON G) I I ~1: r f~~ ~,r ~ I ~ ;:::i s~} 411+ 11. 79 EL CAMINO REAL J, ;o ,,, I I ,1 MP i2 ' PER D NO. 529-STA. 471+ 70.93. EL CAMINO REAL= STA. .38+76.63 GARDEN HILL LOOP I M-10 : I I I I STA. '411-i-/i'.J.'15 [L° CAMINO REAL I INSTALL 1-4" 90" BEND & TB I I I I 38+11.44, 9.01 LT I : z., I 11 I I ~ I 1 I ~ 11 1 !t 1 1· T , ... "''I" ~ 11 I 11 I 11 I 7-o-_) ;o l 1 :,;; STA.~470+51.28 EL CAMINO REAL SCALE: 1" = 40' i ~ 1--1 40 20 0 40 80 BENCHMARK DESCRIPTION: PT. NO. 110(CLSB-110) RECORD OF SURVEY NO. 17271 120 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DATUM: NGVD 29 I X6 TEE W/6" GV & 6X4 REDUCER PER. D W9 NQ .529-.9 "AS BUil T" RCE __ _ EXP.----REVIEWED BY: INSPECTOR DATE DATE 0 WATER DATA (PRIVATE) * NO. DELTA/BRG RADIUS LENGTH REMARKS 19 N65"21'46"E 126.71' 4" PVC, C-900 20 11=28'33'39" 75.00' 37.39' 4" PVC • C-900 21 11=37'46'22" 96.57' 63.67' 4" PVC, C-900 22 N02'15'28"W 159.98' 4" PVC, C-900 33'• N87°53'47"E 83.61' 4" PVC, C-900 • PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY '* CONCRETE ENCASE POTABLE LINES WHEN LOCATED UNDERGROUND IN AN AREA THAT IS IRRIGATED BY RECYCLED WATER 0 RECLAIMED WATER DATA (PRIVATE) * NO. DELTA/BRG RADIUS LENGTH REMARKS 18 N65.22'22"E 71.90' 4" PVC, C-900 19 N61"57'26"E 68.86' 4" PVC, C-900 26 N02'06'10"W 68.45' 4" PVC, C-900 20 N14 '22'07"E 31.48' 4" PVC, C-900 21 N02'06'11 "W 107.62' 4" PVC, C-900 47 N87°53'49"E 89.91' 4" PVC, C-900 49 N02'07'32"W 7.83' 4" PVC, C-900 • PER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY ◊ NO. 20 21 22 23 32 SEWER DATA (PRIVATE) DELTA/BRG S65"21'46"W s61 ·51'oo"w s14•22·01"w S14'22'07"W N02'06'09"W RADIUS LENGTH 45.98' 67.95' 25.71' 15.97' 154. 77' SEE SPECIAL INSPECTION NOTE ON SHEET 2 REMARKS 8" PVC, SDR-35 B" PVC, SDR-35 8" PVC, SDR-35 8" PVC, SDR-35 8" PVC, SDR-35 i I _J 11 I: / □ CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS 25 fl= 3"2 4 '20" 100.00· 5.94' 6" TYPE G-2, C&G 56 N65"21'46"E 25.05' 6" TYPE G-2, C&G 57 N61 "57'26"E 84.57' 6" TYPE G-2, C&G 58 11=27°15'55" 56.00' 26.65' 6" TYPE G-2, C&G 59 11=36'56'51" 56.00' 36.11' 6" TYPE G-2, C&G 60 N02'15'25"W 125.22' 6" TYPE G-2, C&G 63 so2·15'25"E 137. 01' 6" TYPE G-2, C&G 64 /J.=37"30'03" 102.17' 66.87' 6" TYPE G-2, C&G 65 11=28·41 '55" 80.00' 40.07' 6" TYPE G-2, C&G 66 N65'21'46"E 126.71' 6" TYPE G-2, C&G □ MEDIAN CURB DATA (PRIVATE) NO. DELTA/BRG RADIUS LENGTH REMARKS 33 ll= 178'39'35" 4.00' 12.47' 8" TYPE G-1, CURB 36 ll= 179'59'54" 4.00' 12.57' 8" TYPE G-1, CURB 74 S02'06'11"E 49.49' 8" TYPE G-1, CURB 75 N02'05'49"W 49.49' 8" TYPE G-1, CURB 0 CENTERLINE DATA (PRIVATE) NO. LENGTH RADIUS DELTA TANGENT 17 112.05' N65. 21' 46"E 18 42.95' 80.00' 30'45'46" 22.01' 19 51.46' 80.00' 35·51'26" 26.66' 20 225.17' N2' 15' 25"W ---<O ..,. c;; ;;,: :z: a\ <( ---I "' "' -0,;;,; :;,: v'i "' a:: "' FINISH SURFACE ig -r-.. 0 UJ 0, 'fi7 + 0 . a:: -"' 0 (.:, "' -r-.. r-.. -+ ~~ --~ .........____ 7;, ,..,.,..,. _...... 71., §;i §;i v'i ~ ~~ v'i <ci l:s "' ~ ~~ <O ~ l:s r-.. + "' -f:2 ~ + 0 -~ c;; --a:: r-.. 65 01.03 L.F. ~• SEWER ~ 35.36 L.F. ""'-j , Mw '-' --8" SEIIER ~ ~ ~.00% ;:::: ..,. c;; "' c;; <o <O 1+00 PROFILE-SEWER MAIN 12 ~ c;; ;;,: 5i "' ~ ~ "' ~ 0, + ~ --' -~ ~ ~ 0, 0, -0, d o; <o "' 12+00 85 80 75 70 65 60 55 12+20 1----+--+------------1---------1-----1--------1----1 fsHm75 CITY OF CARLS BAD ~ ~~::::;::::::::::~':::::=::::::::=E=:N=G=I N=E=:E:::R=I N:::G:::::::D::::E=P A:::R=T:::M:::E:::N:::T==='-.'::~==~ ON-SITE PRIVATE IMPROVEMENT PLANS FOR: DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SURFACE, WATER & SEWER IMPROVEMENTS GR2021-0019 SOP 2D1B-0001 APPROVED: r.,,.. e ........ a~,. ENGINEERING OWN BY: CHKD BY: __ _ RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B Know what'sRMBIAMDocuSign Envelope ID: 51E99B41-31F0-4CAE-AFA4-FCAC0BA192B02/23/202390 90 ~ 85 d f-----+-----------------------+---------------------------j----"f--------------------+---------"'>-------~>----~ ~ si ~ 85 ~ ~ ~ QJ ~~ r--..i! ci ~ i ~...,.. en:: ~ ~ If OF SEWER MAIN ~ ~ ~ ~ + o ~ ~ ~ ~~ ~, ~ ~...... 7 80 "' FINISH SURFACE@~ v> + ~ ~ ~ ~-------------V)f-----------------1----------------~-----------ii--------~~ c:i r-,.., :::e ' 80 NOTES 75 70 65 60 9+80 1. SEE OFF-SITE IMPROVEMENT PLAN DWG. NO. 529-9 FOR IMPROVEMENTS WITHIN THE EL CAMINO REAL RIGHT-OF-WAY 2. EXISTING GRADE/FINISH GRADE SHOWN IN PROFILE PER ROUGH GRADING PLAN DWG NO. 529-9A below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ~~ IOc'E ' ~....... ~ -I + "? c,~ rTOP 4" WATER MAIN TOP 8" FIRE WATER'\ 10+00 44.61 1,r. C-900 a• SEWER @ 1.05% ~ ,~ "' .,. "' .,,, "' "' .,. "' .,,, "' 11+00 22S 21S 20S • FW------S<Ji[ w 11+0 l&---'-1!/F-/-;' s,-/ / '/ . -··-·-··-NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE!! 15S ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. s • 162.62 L.F. ,.. 900 IL. c, WER @ 1.00% 1P 19S /JS ---TOP 4• WATER MAIN~ ----r - --s:::=i -1BS I ~ Lu "' " " "' .,. <ci <ci "' "' 12+00 PROFILE -SEWER MAIN 5 (PRIVATE) 12S 175 SCALE: HORIZ. 1"=20' VERT. 1"=4' 16S • ··-··-·-··-. 11S 68S 69S • 125.98 L.F. c 900 8" SEWER @ 1.03% & V 7DS • • -PLAN -SEWER MAIN 5 (PRIVATE) SCALE: 1" = 20' BENCHMARK DESCRIPTION: PT. NO. 1/0(CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2, 2002 ELEVATION: 71.96 DATUM: NGVD 29 i 20 SCALE: 1'' = 20' ~ i i 10 0 20 40 "AS BUil T" RCE __ _ EXP,----REVIEWED BY: INSPECTOR 13+00 .... C, i3 ...; "' Vl tJ is "' ~ ;:'!: (/) cS• i 60 DATE DATE ---,l -:,; :;j [!;l ;J; ~ -73S si 72S ADA Iii • (/) 29.88 LF. a• SEWER -@ 0.83% !e! !e! 75 70 "' C 900 ~ ~ ~ ~ ~ ~,t-_i_· ____ _ 65 ;;'; C: .,,, C, "' "' ;J; --" SEE SHEET 43 ,...,_1.,_1 I Ill 1 II ~ II 0 II -.1 i 60 14+00 ·.··:, -!.,•. :•.:.-.;\?,, CONSTRUCT/ON NOTES: @)SEWER MANHOLE PER CARLSBAD STD DWG S-1. DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION UNIT NO. 11S 12S /JS 14S 15S 16S 17S 18S 19S 20S 21S 22S 68S 69S 70S 71S 72S 73S DA TE INITIAL OTHER APPROVAL PRIVATE SEWER LATERAL DATA IE@ RISE@ IE@ FS@ DEPTH @ BACKFLOW MAIN MAIN LENGTH SLOPE CURB CURB CURB REQUIRED 66.10 0.75 7.0' 1: 1 73.44 78.94 5.50' NO 65.88 0.75 7.0' 1: 1 73.17 78.67 5.50' NO 65.66 0.75 7.0' 1: 1 72.91 78.41 5.50' NO 65.44 0.75 7.0' 1: 1 72.64 78.14 5.50' NO 65.22 0.75 7.0' 1: 1 72.37 77.87 5.50' NO 66.25 0.75 17.0' 1: 1 73.69 79.19 5.50' NO 66.02 0.75 17.0' 1: 1 74.42 78.92 5.50' NO 65.80 0.75 17.0' 1: 1 73.16 78.66 5.50' NO 65.58 0.75 17.0' 1: 1 72.89 78.39 5.50' NO 65.36 0.75 17.0' 1: 1 72.62 78.12 5.50' NO 65.12 0.75 17.0' 1: 1 72.32 77.82 5.50' YES 64.93 0.75 17.0' 1: 1 72.05 77.55 5.50' YES 66.79 0.75 17.0' 1: 1 74.13 79.63 5.50' NO 67.00 0.75 17.0' 1: 1 74.40 79.90 5.50' NO 67.23 0.75 17.0' 1: 1 74.68 80.18 5.50' NO 67.46 0.75 17.0' 1: 1 74.95 80.45 5.50' NO 67.69 0.75 17.0' 1: 1 75.22 80.72 5.50' NO 67.91 0.75 17.0' 1: 1 75.60 81.10 5.50' NO ◊ SEWER DATA (PR/VA TE) NO. LENGTH 25 44.108 26 162.610 27 125.979 28 29.890 DATE INITIAL CITY APPROVAL DELTA/BRG S77i5'39"E S24"38'14"E S24"38'/4"E S14'20'22"E RADIUS REMARKS 8" PVC, SDR-35 8" PVC, SDR-35 8" PVC, SDR-35 8" PVC, SDR-35 SEE SPECIAL INSPECTION NOTE ON SHEET 2 ~ 6 CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ON-SITE PRIVATE IMPROVEMENT PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 GR2021-0019 APPROVED: r...., e_,,.a~,. ENGINEERING DWN BY:-~-CHKD BY: __ _ RVWD BY: SEWER PLAN & PROFILE SOP 2D1B-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9B