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Home My WebLink AboutDWG 536-1A; CT 2017-0003; LA COSTA TOWN SQUARE; 01-15Pl o t t e d : 2/ 9 / 2 0 2 3 4 : 5 8 P M S : \ 7 6 8 8 2 L A C O S T A T O W N S Q U A R E \ 0 3 D W G \ R G P \ 7 6 8 8 2 R G 0 1 . D W G - c o l e . f a r g o 2/10/23 2/10/23 2/10/2023 2/10/23 2/13/2023 9 37C399407. 02/21/2023 02/21/2023 1 EA. 360 L.F. 9 EA. 3/8/2023 2/10/2023. MBIEME DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 Pl o t t e d : 2 / 1 0 / 2 0 2 3 1 : 3 8 P M S : \ 7 6 8 8 2 L A C O S T A T O W N S Q U A R E \ 0 3 D W G \ R G P \ 7 6 8 8 2 R G 0 2 - R G 0 3 . D W G - c o l e d MBI © IND/CA TES EXISTING EASEMENT FOR SEWER PURPOSES PER DOCUMENT RECORDED 12/12/2012 AS OOC. NO. 2012-0781498, O.R. /';:;\ IND/CA TES EASEMENT FOR GENERAL UTILITY AND ACCESS \::.I PURPOSES. LIST OF ABBREV/A TIONS AC. B.W. It C.B. c.o. C.P.5. C. Y. DIA. D.F. D.G. D.U. DWG. DWY. EXIST. £.0.P. £.0.£. £LEV. £ F.G. F.F. F.S. G.F. GTR. H.P. /.£. L.G. L.P. MIN. MAX. MOD. N.A.P. o.c. f. P.P. P.C.C. PKWY. PVT. R/w. R.O. W. R.C.P. 5.D.C.O. SDRSD SDIW<. s.c.o. 5.M.H. SIM. S.F. STA. S.G. ST. LT. TEMP. TYP. T.C. T. w. U.N.O. V.C.P. 811 ACRE BOTTOM OF WALL CENTERLINE CATCH BASIN CL£ANOUT CONNECTOR PIP£ SCREEN CUBIC YARD DIAMETER D££P£N£D FOOTING DECOMPOSED GRANITE DWELLING UNIT DRAWING DRIVEWAY EXISTING £DG£ OF PA VEM£NT EXISTING OVERHEAD ELECTRIC ELEVATION FLOWLJN£ FINISHED GRAD£ FINISHED FLOOR FINISHED SURFACE GARAGE FLOOR GUTTER HIGH POINT INVERT £LEVA TION LIP OF GUTTER LOW POINT MINIMUM MAXIMUM MODIFIED NOT A PART ON CENTER PROPERTY LIN£ POWER POL£ PORTLAND CEMENT CONCRETE PARKWAY PRIVATE RIGHT-OF-WAY REINFORCED CONCRETE PIP£ STORM DRAIN CL£ANOUT SAN DIEGO REGIONAL STANDARD DRAWING SIDEWALK SEWER CL£ANOUT SEWER MANHOLE SIMILAR SQUARE FEET STATION 5UBGRAD£ STREET LIGHT TEMPORARY TYPICAL TOP OF CURB TOP OF WALL UNLESS NOTED OTHERWISE VI TRIFl£D CLAY PIP£ GRAPHIC SCALE ------ -----------60' 0 60' 120· KEY MAP LEGEND --- SPECIAL NOTES SHEET LIMITS SHEET NUMBER 180' TH£ FOLLOWING NOTES AR£ PROVIDED TO GIVE DIRECTIONS TO TH£ CONTRACTOR BY TH£ £NGIN££R OF WORK. TH£ CITY £NGIN££R'5 5/GNA TUR£ ON TH£$£ PLANS DOES NOT CONSTITUTE APPROVAL OF TH£$£ NOTES AND TH£ CITY WILL NOT 8£ RESPONSIBLE FOR THEIR ENFORCEMENT. 1. TH£ CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING UNDERGROUND UT/LIT/£$ BOTH VERTICAL AND HORIZONTAL PRIOR TO COMMENCING GRADING OPERATIONS. 2. CONTRACTOR SHALL MAK£ £XPLORA TION £XCAVA TIONS AND LOCATE EXISTING FACILITIES sumct£NTL Y AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION /$ NECESSARY BECAUSE OF LOCATION OF EXISTING UT/LIT/£$. 3. LOCATION AND £LEVA TIONS OF IMPROVEMENTS, TO 8£ MET BY WORK, SHALL 8£ CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. 4. GRAD£$ SHOWN AR£ FINISH GRADES, CONTRACTOR SHALL DETERMINE NECESSARY 5UBGRAD£ £LEVA TIONS AND SHALL CONSTRUCT SMOOTH TRANSITION 8£TW££N FINISH GRAD£$ SHOWN. 5. CONTRACTOR AGR££5 THAT HE SHALL ASSUM£ SOL£ RESPONSIBILITY FOR JOB SITE CONDITION DURING TH£ COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 8£ LIMITED TO NORMAL WORKING HOURS; AND THAT TH£ CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD TH£ OWNER, TH£ CITY, AND TH£ £NGJN££R HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM TH£ SOL£ NEGLIGENCE OF TH£ OWNER OR TH£ £NGIN££R. 6. TH£ CONTRACTOR SHALL 8£ TOTALLY R£5PON5/BL£ FOR COMPLIANCE WITH TH£ PROVISIONS OF TH£ STA TE OF CALIFORNIA SAFETY ORDERS. 7. QUANT/Tl£$ SHOWN ON THIS PLAN AR£ FOR BONDING AND CONTRACTOR CONFIRMATION PURPOSES ONLY. TH£ CONTRACTOR /S TO £ST/MA TE HIS OWN QUANT/Tl£$ FOR BID AND NOTIFY TH£ £NGJN££R OF ANY SIGNIFICANT DISCREPANC/£5. 8. CONTRACTOR SHALL 8£ R£5PON5/BL£ FOR DETERMINING WHETHER (OR NOT) TH£ FIELD CONDITIONS AT STORM DRAIN INLETS AND OUTLETS AR£ PER TH£ APPROVED PLANS. IF Fl£W CONDITIONS DIFFER FROM TH£ APPROVED PLANS, TH£ CONTRACTOR SHALL CONTACT TH£ SITE SUPERINTENDENT 5UFFIC/£NTL Y AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO TH£ PLANS, AND (TO OBTAIN) PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTAWNG STORM DRAIN STRUCTURES. 9. IF ANY EXISTING HARDSCAP£ OR LANDSCAPE IND/CA TED ON TH£ APPROVED PLANS /S DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL 8£ REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT PER TH£ APPROVED PLANS BY TH£ OWN£R/P£RMITTE£. 10. ALL EXISTING UT/LIT/£$ OR STRUCTURES AR£ IND/CA TED HEREON BASED ON INFORMATION OF RECORD. TH£ CONTRACTOR /S REQUIRED TO TAK£ PRECAUTIONARY MEASURES TO PROTECT TH£ UTILITY LIN£$ SHOWN HEREON AND ANY OTHER EXISTING LIN£$ NOT OF RECORD OR NOT SHOWN ON TH£$£ PLANS. TH£ CONTRACTOR SHALL 8£ R£5PON5/BL£ FOR MAKING ARRANGEMENTS FOR TH£ R£LOCA TION OR REMOVAL OF EXISTING UT/LIT/£$ AND AGR££5 TO 8£ FULLY R£5PON5/BL£ FOR ANY AND ALL DAMAGES WHICH MIGHT 8£ OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UT/LIT/£$. 11. CONTRACTOR SHALL 8£ R£5PON5/BL£ FOR MAINTAINING ALL 5.W.P.P.P. (N.P.D.£.5.) DOCUMENTS ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND STA TE REQUIREMENTS. 12. IMPERVIOUS LINERS FOR BMP'S SHALL 8£ FULLY WATER TIGHT. ALL JOINTS SHALL OVERLAP 12" MIN. AND 8£ SEALED. LINER SHALL 8£ SEALED WITH MASTIC TO ALL STRUCTURES. ALL P£N£TRA TIONS SHALL 8£ SEALED. 13. CONTRACTOR SHALL ADJUST ALL UTILITY COVERS TO FINISHED GRAD£. APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO INSTALLING THE TEMPORARY PLUG. 45. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MAD£ OF PVC MATERIAL MEETING TH£ SAM£ MATERIAL REQUIREMENTS AS TH£ PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL 8£ RUBBER GASKETED WITH NO CENTER STOP. PIP£ ENDS SHALL 8£ THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING($). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND TH£ REPAIR COUPLING SLIPPED BACK INTO A POSITION £QUALL Y SPACED BETWEEN TH£ TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIP£ OR EQUAL APPROVED BY THE LWD DISTRICT £NG/NEER. 11'-ofESStoN~ <;) ,ff <1'<'tJl C. ~ t..:. ~ 0~ (;l (~ ~ A ~ "' "' . _ N.'.'·f ~066t7. P 111 '. ~ , LEUCADIA WASTEWATER DISTRICT GENERAL NOTES (CONT.) 46. PVC OR VITRIFIED CLAY PIP£ (VCP) SEWER PIP£ AND WYE"S MAY 8£ USED TO T/£-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN £ND VCP TO VCP OR VCP TO PVC, A F£RNCO S£R/£S 5000 COUPLING OR APPROVED EQUAL SHALL 8£ USED. TH£ CONNECTION SHALL 8£ CONCRETE ENCASED A MINIMUM 12" ON EACH SID£ OF TH£ COUPLING. 47. FOR CONNECTION OF NEW LATERALS TO EXISTING PIP£ GR£A TER THAN 8-INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE" PER ABOVE OR MAY US£ A SUITABLY SIZED SEWER SADDLE WYE" PER STD. DWG. 5---J2. 48. CONTRACTOR SHALL 8£ AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TR£A TM£NT. AND DISPOSAL TO TH£ PUBLIC 24 HOURS A DAY. 365 DAYS A YEAR. THEREFOR£, HID OR THEIR CONTRACTORS MAY N££D ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIM£. TH£ CONTRACTOR WILL ENSURE THAT ACCESS TO TH£ FACILITIES IS MAINTAINED AT ALL TIM£$ (DURING CONSTRUCTION AND AT TH£ £ND OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD 8£ EXPECTED TO ASS/ST WITH ACCESS WHILE WORKING AROUND L WD 49. CONTRACTOR SHALL TAK£ ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD TH£ CONTRACTOR AT ANY TIM£ DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, TH£ CONTRACTOR SHALL IMM£DIA TEL Y STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY $£WAG£ SPILL, AND REPAIR DAMAGED FACILITIES TO TH£ SATISFACTION OF LWD AT NO COST TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL 8£ REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. 50. TH£ CONTRACTOR SHALL 8£ FULLY RESPONSIBLE FOR PREVENTING $£WAG£ SPILLS; CONTAINING ANY $£WAG£ SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED $£WAG£ ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A $£WAG£ SPILL OR FAILURE TO PREVENT A $£WAG£ SPILL WHILE PERFORMING TH£ WORK. CONTRACTOR WILL 8£ R£5PONSIBL£ FOR ALL CLEAN-UP COSTS AND PENAL Tl£$ ASS£SS£D TO TH£ DISTRICT AS A R£5UL T OF A $£WAG£ SPILL CAUSED BY TH£ CONTRACTOR. 51. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACT/VITI£$ IN TH£ AREA OF WORK POTENT/ALLY AFFECTING LWD SEWER FACIUT/£5. 52. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO £XCA VA TION OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY 8£ EXPOSED. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DENNIS SZUBERLA AT (619) 285-5500 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 8£ MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SHE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE COND/110N5 OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADD/110NAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADD/110NAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOVtN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPAR1MENT OF CONSERVATION, STATE OF CALIFORNIA. ABANDONMENT NOTES PART/ALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL -ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2) PERMANENTLY STABILIZE FLAT AREAS (5'.5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. 3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4) S/GNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASS/NG ARE PROHIBITED. 5) TRESPASS ENFORCEMENT AUTHOR/ZA TION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE FIRE PREVENTION ORD/NATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. II AS BUILT" P.E. EXP. DATE REVIEWED BY, INSPECTOR DATE I SH~ET I ~ CITY OF CARLSBAD ENGINEERING DEPARlMENT 2 ROUGH GRADING PLANS FOR: LA COSTA TOWN SQUARE KEY MAP, NOTES, TYPICAL GR 2022-0001 SECTIONS AND DETAILS APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DAlE ~ c,~~'-::; PROJECT NO. DRAWING NO. ri;"' DAlE INITIAL INITIAL OF" c~I..I~ DAlE INITIAL DAlE CHKD BY: CT 2017-0003 536-1A ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: EIVIE DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 Pl o t t e d : 2/ 1 5 / 2 0 2 3 1 1 : 0 4 A M S : \ 7 6 8 8 2 L A C O S T A T O W N S Q U A R E \ 0 3 D W G \ R G P \ 7 6 8 8 2 R G 0 2 - R G 0 3 . D W G - m g u a r i n MBI NORTH R/W 84' 4: SOUTH R/W NORTH R/W SOUTH R/W 10' 32' 32' I I EXIST. CURB AND I I 4.5' 5.5' GUTTER (TYP.) 1 10' I 5.5' 4.5' I 10' I I 4.5' 5.5' 32' 32' 10' I 5.5' 4.5' I WEST 10' 48' 5' LANDSCAPE,--....,._ 5' 20' 4' 4: 4' 20' ... 1 ---e----i-,s!=D';;WK;:!.+------=TR=c-A-;--:;V£~L~LA;-:-;N-;-;:E:--~i--'-----t------'-<-1-------:;:;TR:;--;A,-,-V£~Lc--;-LA-;cNccE=--------i 6" CURB AND STREET CROWN "<?-_, 1 7.5' GUTTER (TYP.) PROJECTION EAST 10' LANDSCAPE 24' EMERGENCY ACCESS EASEMENT 16' I F.S. ELEV. I (2z) Cf%) I ~~··· --------------+----- ~t-t "C-~~ (2:Jf) (2%) = ~ ~~~ \ =l :lf~EXIST.~<~~ t,-1-· ---, ~ ExIsr. cuRB AND I ExtsT. cuRB~ ec-JV ·,, GUTTER (TYP.) I (2%) ~- .,,_ ' i-----r--1----1 I.O' F.S. ELEV. --:-1+. I PER PLANS 1' 2.5 n PER PLANS 1 :I-; I I ~t-. o.j3' I ec: ~ ----------,-----2 2%) --= -----,~~~™~~~---1---~~~ 4' MIN. SIDEWALK ~t--1-· ,r_ 1~6.~r=;:5-!! ec·" - -.?-,, "C· 1.08' i:::: ~ -...J -t---"---r -~+. NOTE: UTILITY LOCATIONS 1 (TYP.) ·_ -- -;-\"A"°A~ - - ----~x----~ SIDEWALK '-:· _., ' 4' MIN (TYP) P.C.C. SIDEWALK o.84'I PROPOSED DECORA VE PAVEMENT (TYP.) ---------La.84' 11.5'~?" 2 FIRE WATER MAIN ARE TYPICAL U.N.O. WEST 10' EXIST. 8" P. V.C. RECLAIMED WATER MAIN 7.5' 12' EXIST. A.C. PAVING f,o---'--'--''---+--~-----1 AND BASE (TYP.) EXIST. 12• A.C. WATER MAIN TYPICAL SECTION ~ EXISTING LA COSTA AVENUE NOT TO SCALE PER DWG. 409-4 (RANCHO SANTA FE ROAD TO 100' EAST OF CALLE TIM/TEO) 32' EAST 10' 5•·---...L ~ LANDSCAPE ~' ..-fi---i-,,..,,=,5.,..' --i---=::--:-:-=167'--'-,--,-:-:-::-----,~i----=--:-,-::1::::'6_',....,.,.=--i LANDSCAPE SDWK. TRAVEL LANE TRAVEL LANE I I NOTE: UTILITY LOCA T/ONS 3' MIN. 1 • • ARE TYPICAL U.N.O. 8' 12' ~iiTa:s~· ~NG NORTH EXIST. 8" P. V.C. RECLAIMED EXIST. 12" A.C. ( .) WATER MAIN WATER MAIN TYPICAL SECTION ~ EXISTING LA COSTA AVENUE NOT TO SCALE PER DWG. 409-4 (100' EAST OF CALLE TIM/TEO TO CAMINO DE LAS COCHES) 20' PARKING SOUTH 3' 1' 5' 1.5% -• 45' :::j t:WA TER MAIN ROUGH GRADE SUBGRADE (TYP.J TYPICAL SECTION ~ PORTION OF PROPOSED PVT. DRIVE AISLE •A• NOT TO SCALE 59' EAST _____ ____;;.;;___ _____ _____,I 20' 24' 15' WEST I I PARKING r. PARKING 0.72' 6" CURB AND_; GUTTER (TYP.) PROPOSED CONCRETE 2 • 1.41' a• CURB ROUGH GRADE SUBGRADE (TYP.) 14.5' TYPICAL SECTION ~ PROPOSED SECONDARY EMERGENCY ACCESS NOT TO SCALE WEST 26' EAST I 20· I (f_ I 10' 10' I "<?,_, I F.S. ELEV. PER PLAN) I I j., VARIES 26' FACE OF--.J------'-'--"='------------t~----------1 FACE OF STRUCTURE (TYP.) m _J 1.25' I 12' "' 12' 1 TRAVEL LANE TRAVEL LANE I 5' I TRAVEL TRAVEL I 3' DWY.. I I, 3' DWY. I I I LANE LANE ~~1~ 6" CURB AND GUTTER (TYP.) I 1. 1' I STRUCTURE 5• 13' 4: (TYP.) I( : TRAVEL LANE 13' ,3' MIN. TRAVEL LANE F.S. ELEV. PER PLANS --------.J----.5• CURB 3' CONCRETE . L , I 1.5% 7 1' 3' m F. S. E:LE:V. ER PL:; m 1' (TYP)1 2% (TYP) (MAX.) 1 F.S. I E:LEV. I I 1 (MAX.) ~t--1-· I--',----,! . VARIES (3' MIN.) LANDSCAPE '-..____I_ 7' PARALLEL PARKING RIBBON GUTTER (TYP.) 1.4 --.!I. . . 1.5% -2% PER PLAN 4' 4' \ . "C· . I -:..T . 7 P.C.c.R::A~:ADE ;UBGRA6~7-2 ' I ~-u_J -:..I (TYP.) I 6' , PROPOSED DECORA TIIVE WATER MAIN 2 I FIRE WATER MAIN PAVEMENT . 29, . TYPICAL SECTION ~ PORTION OF PROPOSED PVT. DRIVE AISLE "A" ENTRANCE ROAD -FINISHED GRADE 1.5% -·-SUBGRADE 6" STRAIGHT CURB 3' CONCRETE RIBBON GUTTER (TYP.) ROUGH GRADE SUBGRADE 30.5' 7' 7' --1' I FINISHED GRADE .· • .. SUBGRADE 10+00.00 -10+27.51 16+68.54 -17+31,54 NOT TO SCALE 1' -.J~ -iQ 6" CURB AND N I GUTTER (TYP.)---------- 1-.£ "-._FIRE WATER MAIN WATER MAIN 1.33' P.C.C. SIDEWALK (TYP.) ROUGH GRADE SUBGRADE - r-----r--------- 1.41' _J _ , 6" CURB -1.33' ' 1· 3' 1' ITT 1 % ' ~ MAX-[0.B3 3' CONCRETE 1.41' ;--Lf"-'-"~~~f-''.'....L,~I~~· ...J __c:r:~==--____ _J (TYP.) rt~::;:;:~ti;~~fP. RIBBON GUTTER (TYP.) 0.87'T ' .J I 6• WATER MAIN .., -\-PROPbSED DECORATIVE 6' I PAVEMENT 1-----"-----i--,-..,c------i FIRE WATER MAIN o• CURB (TYP,) (TYP.) PROPOSED ASPHALT (TYP.) 5l' 3 , CONCRETE RIBBON 5 , ROUGH GRADE SUBGRADE 1--------------------------, GUTTER (TYP.) (TYP.) TYPICAL SECTION ~ PORTION OF PROPOSED 18' SEWER MAIN WEST NOT TO SCALE 44' EAST (TYP.) PROPOSED ASPHALT 0.83' --PYT, DRIVE ALSLE ·s· SEWER MAIN ") E. NOT TO SCALE TYPICAL SECTION ~ PROPOSED PVT. DRIVE AISLES 3' DWY. 24' i 12' (f_ 12' I TRAVEL LANE TRAVEL LANE PROPOSED DECORATIVE 20' PARKING ' I PROPOSED ASPHALT I 5' 1.5' 1% TO 15%~ 1' PAVEMENT I F.S. ELEV. PER PLAN 3' 1' ~:TYP~--=-)~-~~ _J7 b"•0f uRB ~ ----+----42~ ________ J 1.41' 1.16' 1-,,,Q ~-------------i 6' SEWER MAIN../ µ:__-i 3' CONCRETE __ ___, RIBBON GUTTER (TYP.) TYPICAL SECTION ~ PROPOSED PVT. DRIVE AISLE NOT TO SCALE O.M.W.D. GENERAL POTABLE WATER SYSTEM NOTES 6" CURB 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DA TE ON THESE PLANS. CONTRACTOR SHALL HA VE A COPY OF THE STANDARD SPECIF/CATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT. IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA• TO HA VE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 4B HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE: B00-227-2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIF/CATIONS THE APPROPRIATE BURIED UTILITY WARNING AND /DENT/FICA TION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 4B-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4• MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE. 13. INSTALL A MINIMUM I-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE. A 3/4-INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HA VE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 1B. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIF/CATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. STORM DRAIN SEWER MAIN 4" MOD. ROLLED CURB ..---------------,. •c• THROUGH ·a·, ., .. AND • J" ~r -_--==--_ ----.---_ --==,1 1 LIMITS OF PAD NOTE: NOT TO SCALE TYPICAL SECTION ~ PORTION Of PROPOSED PVT. DRIVE AISLE "8° NOT TO SCALE PAD TEMPORARY BERM 2.5' a· EDGE OF PAD F.G. SECTION ~ TEMPORARY BERM NOT TO SCALE O.M.W.D. GENERAL POTABLE WATER SYSTEM NOTES (CONT.) 10+27.51 -11+00.67 12+13.02 -12+91.53 14+85.54 -16+65,23 NOT TO SCALE 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIF/CATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMW STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VER/FICA TION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DA TE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL /RR/GA TION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FlmNGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMW STANDARD SPECIF/CA TIONS. O.M.W.D. GENERAL RECYCLED WATER SYSTEM NOTES 1. THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE RULES AND REGULATIONS FOR RECLAIMED AND NON-POTABLE WATER SERVICE OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, ORDINANCE NO. 175, DATED MARCH 1989, AND ALL SUBSEQUENT AMENDMENTS. 2. RECYCLED WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DA TE ON THESE PLANS. CONTRACTOR SHALL HA VE A COPY OF THE OMW STANDARD SPECIF/CATIONS ON THE JOB SITE AT ALL TIMES. 3. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE OMW STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 4. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURA T/ON OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 5. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 6. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 7. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 4B HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 8. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. 9. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. 10. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE OMW STANDARD SPECIF/CATIONS THE APPROPRIATE BURIED UTILITY WARNING AND /DENT/FICA TION TAPE ABOVE ALL PUBLIC RECYCLED WATER LINES INCLUDING RECYCLED WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. 11. RECYCLED WATER MAIN SHALL BE PURPLE PVC PIPE AWWA C 900, WITH TWO CONTINUOUS METAWC TAPE STRIPS, STAMPED "RECYCLED WATER." STRIPS SHALL BE SET AT TOP OF PIPE AND AT 24" ABOVE THE PIPE. I ..L_ FOR ONSITE IMPROVEMENTS, LIMITS OF FUTURE....___ I L._r-7 PROPOSED UTILITIES, AND PRECISE BUILDING I I GRADING. SEE DWG NO. 536-1B. 3' I PAD ELEVATION = S.G ~ -~· (TYP.) (TYP.) l(TYP.} I I LJ--=---_-_-_ -....::::-:::::::--=---=----~ NOTES (D TEMPORARY VERTICAL CUT 3' MAX. (UNLESS OTHERWISE NOTED). CONTRACTOR TO PERFORM ALL GRADING EXCAVA 7/0N PER OSHA REQUIREMENTS. DETAIL ~ TYPICAL PAD ROUGH GRADE NOT TO SCALE O.M. W.D. GENERAL RECYCLED WATER SYSTEM NOTES (CONT.) 12. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 66-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 13. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 14. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. MANUAL AIR RELEASES AND BLOW-OFFS SHALL BE LOCATED BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. 15. INSTALL RECYCLED WATER SERVICE(S) IN ACCORDANCE WITH SIZE(S) DEFINED ON THE DRAWINGS. LOCATIONS OF RECYCLED WATER METERS ARE SUBJECT TO APPROVAL BY DISTRICT'S INSPECTOR. 3/4-INCH HIGH LETTERS "RW" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL RECYCLED WATER SERVICE CROSSINGS. 16. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 17. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 18. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 19. ALL DESIGN CHANGES TO THE RECYCLED WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE RECYCLED WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIF/CATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VER/FICA TION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES ACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE 22. CONTR FOR TH OTHER MATER TO THE E PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR IALS WITHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. RIED FlmNGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD 23. ALL BU SPECIF/ CATIONS. RIGA TION METERS SHALL BE SERVED WITH RECYCLED 24. ALL IR THE DI WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY STRICT. ~l'-ofESStcw~ <;) ,ff '<~'i,.l< C. ~ ~ '<.: ~ '1 ,1 I,/;;;~ "A , ,- "' ~~-C70666 f;! ii * -r>., c,v1 "-~,.., DAlE INITIAL cf J'-e, DAlE INITIAL &, DAlE CABLE RAILING PER DWG. 474-7A // .. EXIST. GEOGRID WALL--.___ /// · (AVG. BATTER = 12.5; ....._ FINISHED GRADE AT BW BURIAL PER PROFILE 0 3 S.G. ELEV. PER PLAN j 6" MIN. COMPACTED 6" GRAVEL LEVELING PAD 4" P. V.C. SDR 35 SUBDRAIN OU1LET LOCATION PER PROFILE DETAIL ~ EXIST. WALL SECTION TO REMAIN/NOT TO BE DISTURBED NOT TO SCALE 811 II AS BUILT" P.E. EXP. DATE REVIEWED BY• INSPECTOR DATE I SH~ET I ~ CITY OF CARLSBAD ENGINEERING DEPARlMENT 2 ROUGH GRADING PLANS FOR: LA COSTA TOWN SQUARE KEY MAP, NOTES, TYPICAL GR 2022-0001 SECTIONS AND DETAILS APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE PROJECT NO. DRAWING NO. INITIAL CHKD BY: OF' c~1-1~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: EHE CT 2017-0003 536-1A DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 Pl o t t e d : 2 / 1 0 / 2 0 2 3 1 : 3 9 P M S : \ 7 6 8 8 2 L A C O S T A T O W N S Q U A R E \ 0 3 D W G \ R G P \ 7 6 8 8 2 R G 0 4 . D W G - m g u a r i n MBI LD111 PR/VA TE ON-SITE U11L/11ES PER DWG. NO. 536-18. NOT£ FOR EXIST. IMPROVEMENTS WITHIN LA COSTA A VENUE. SEE DWG. NO. 'S 205-2D, 393-3, 409-4. GRAPHIC SCALE ------ ---- DAlE INITIAL 811 -------40' 0 40' 80' 120' ENGINEER OF WORK REVISION DESCRIPTION PRORLE, SEE SHEETS 6-8. NOT£ FOR PROPOSED IMPROVEMENTS WITHIN LA COSTA AVENUE. SEE SHEET 10. DAlE INITIAL DAlE I I I 11 \ \ II AS BUILT" P.E. EXP. DATE REVIEWED BY, INSPECTOR DATE I SH~ET I ~ CITY OF CARLSBAD ENGINEERING DEPARlMENT 2 ROUGH GRADING PLANS FOR: LA COSTA TOWN SQUARE GR 2022-0001 ROUGH GRADING PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DAlE PROJECT NO. DRAWING NO. INITIAL CHKD BY: OlHER APPROVAL CITY APPROVAL RVWD BY: E~E CT 2017-0003 536-1A DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 Pl o t t e d : 2 / 1 0 / 2 0 2 3 1 : 3 9 P M S : \ 7 6 8 8 2 L A C O S T A T O W N S Q U A R E \ 0 3 D W G \ R G P \ 7 6 8 8 2 R G 0 5 . D W G - t o n y . p SEE SHEET 12 FOR DETAILS MBI . ~ II • - 811 STORM DRAIN DATA TABLE □ ti/BEARING 1 N65°13'22"W 2 N47'47'23"£ 3 22'07'47" 4 N69'55'/0"E 5 N20'04'50''W 6 N15'25'09"E NO TE: ALL P. V. C. wr-tB. RADIUS LENGTH DESCRIPTTON 29.40 18" H.D.P.E. 27.17 72" H.D.P.E. 55.00 21.24 12" H.D.P.E. 8.35 12" H.D.P.E. 14.51 12" H.D.P.E. 4.00 12" H.D.P.E. TO BE SDR-35, ALL H.D.P.E. TO BE VERTICAL CLEANOUT WITH LOCKABLE CAP AT THE END OF EACH SUBDRAIN. EXTEND ABOVE RN/SH GRADE (TYP.) EXIST. RIP-RAP TO BE REMOVED AND REPLACED WITH NO. 2 BACKING 18" BIORL1RATION SOIL MIX 5IN/HR MIN. PERC RA TE C\i --~ 0 EXIST. BASIN OUTLET FOR BASIN 2 LOWER OVERFLOW TO 264.0 RIM L. FREEBOARD · 1(.!) 263. 0 F. G. rr'.r---.::.,.,.-, 265.0 F.G. 1: 1 SLOPE (TYP.) ~ BOTTOM 30 MIL PVC UNER (IMPERMEABLE) 3• AGGREGATE BELOW SUBDRAIN 2: 1 (MAX.) 3H: 1V MIN. 6" SUBDRAIN TO BE CONNECTED TO EXIST. OUTFLOW PIPE WITH 2" DIA. ORIFICE PER HMP REPORT EXIST. 18" HDPE OUTFLOW INSTALL 1RASH SCREEN (CPS) 18" AGGREGATE STORAGE LA YER.--~ 12" CL 2 PERMEABLE PER CAL1RANS SPECIRCATION 68-1.025 WITH 6" FILTER COURSE ABOVE 3" CLEAN AND WASHED SAND (ASTM NO. 33_ OVER 8-1 DETAIL ~ BASIN 2 259.6 [ PER DWG. 474-7A 3" LA YER OF ASTM NO. 8 STONE 5 NOT TO SCALE BIOFIL 1RA noN BASIN ~ 263. 0 F. G. SPILLWAY 260.0 F.G. BASIN BOTTOM R/W -<-·, , • ,If"' 12· ~ OVERFLOW 265.0 F.G. ---_,.,~ I 3: 1 (TYP.) GENERAL LOCATION OF UNDERDRAIN BASIN 2 VARIES , I 2:1 MAX. PER BIORL 1RA TION BASIN 2 DETAIL ~ CROSS SECTION "8-8" NOT TO SCALE TO MWS MWS /1, S(E \~HEET 11 ---::::----..::::::--.\...- I -+--+--+---+---+--+-t--+--+--+---+---+--+-+--+--+---+---+--+----11--+--+--+---+---+--+-+-+-l·i'!j,_,'t--l---+--+--+---+---+----lt--+--+--+---+---+--+-t--+--+--+- ~ -+--+--+---+---+--+-t--+--+--+---+---+--+-+--+--+---+---+--+----lt--+cc-±--+---+---+--+-+-+-l'-+--+---+---+--+-+-+--+--+---+---+----lt--+--+--+---+---+--+- E~/S7i,-I'\. "i -+--+--+---+---+--+-t--+--+--+---+---+--+-+-+--+---+---+--+--+-GR0WI//J+--',+--+---+-~~---···· {~ ----~-+-_-__ +_--+-+-+--+--+---+---+----1-+--+--+---+--+- ' ~,,,.,.,,.,.. r.-... ~ a?: ------+--+--+-+--I-+-+--+--+-+ SEE. PR 17A. r:-MP 'OWEMEJili=_:t--t---t---t---t". --, . W l<l -+--+--+--+-+--+-t--+-+--+-.,,,'Mf'!S-536-18-ROR i r---.., ; C\i ~Lo, Pi?Olf'OSED FINtSHED-t-GR7'1-4_D_Et----t---t~ '\t-+--t,, ,.;'-t----t---t~ll-,;1i::r~-t--t---t---t--t-t-,;--t...---t-t-t--t--t---t---t--t-t-_-t- \/ ;..., ' , ::, I / ->-->--+--+--1'"'/?, ,)pesE. --s -1B< RAu·,t--t----+4 =11 I J.\a0vif Ptli>E. Sf -d ~., .,-1· 5EQONf)ARY fM, ,<Gf;NO,Y , I 'r--,_ ~ y ,,._,f--lt---+---+---<1:----l-+--+--+-•+--+---+----<t--+--+--+---+---+--+- -+--+--+---+--~eeES·'>-7iYPl0A ~SE0TWN>-->--,,-'/'c...,1---+-",+--+---l--l--'1 -7 -'+---+--+-lf-+--+-...... -+--+---+----<_.·+--+--+--+--+---+-t--+--+--+- lc;HEET 3. FOO 1 ~'TAIL ~~ I"-. / /I ' ~ l,J \: "-,,f/~~-t---t; /,.r-t---1i--+--1t---1r-+--+-!1,,-i--+-+--+--=,·+--+--+--+--+--+-i--+-+--+- --+--+--+-~-+-+--+-f-f--+--+--+-~-+--+-=~-t l:? IYf-..... / , Ill 1S ,. 1 -+--+--+---+---+---1-t--+--+--+--+---+---I-+-'+: ,..... 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L. 100~ .,-__...1 :;,-(-c-,_-lf rc ,--t-l--l"OC<O>-lt·--t--t-t--t--t--+--t---t--t-t-+--t---t--t- c, '": !,: f---,,,t;-z-"1· ,c ' --lo,J = ,,., /<:\ 1/ -1 I K + ~ 'r---JJ'r.., ' ' -HH-+~' -+--+--+--+-+--t-t--iO :!ii:'" I 7 --110· --\0 ~• •+--+-+--t-t--+--+--+--+-+--t-t--+-+---t- EXIST. 18" SAND/'-,-_ -• / .,,,,,. ,:; t-: lo f'.il5'" 1""'D"- COMPOST MIX ...µ,\,-+---+--+---1-1-,--+-,-I+/. .,,-" / \ ~ ~--~ , ~io,fM'"~.;~rIT~i ~o,,8--05+-· -+--+-+--+--+--+--+- -'\ 1/ HG L 11 y • /.,, u· 01701 = 0.90 ~r.;i t· , ,100 \ _., V/ J , ,,.., t!J..Q•:;,....it::;-J,~~•1-' --+---l-t-+-+-~--+;-~'f:'-l+- ---l-•l'_'-l--+---I--J.--l-\-1----1---l--l/-.---+---t -----1--=T 7 I ""'~ J :!l _i.-, I ~ l-+--+--+---+----<t--+---+--+---+--+~--+-,..,-+- \ '-,r-I ->---,>---,r-1'<, ,.,."~-+--+[0 I ! _, -_, -. ~H,x ~ ,. + I;!: / I ~ •1i5 I g ~--+--+-t--+--+--+--+---+----<-+-+--+--+--+--+-t--+--+--+--+- ~ ,.,_,,-+--+--+-~ ~ \ 56t 77 TF ~ ! t Hf!PI "=' -~ ~--·t-t--+--+--t-t--"i=:±S-TQRM-DRAI •~ =0.1-1-" 8 -+--+--+---+----<t--+--+--+---+---+---1-1--+--+- \ ~ ~ cl"","' t..:: -0100 b 0.9i!J' c-s 1 / A. TnN. . •. .,,. . ., -,-. -r,:-t+--+--+l--1--"-!. -;jf· lli 'K~ oci· V1, ' 0 =,1 9~,. rJi1 -~-'=s<-+---+--+-+--+--+--+--+---+----<t--+--+--+---+---+--+- <0 ~ t ,=_oi 1~ r PER D-40,I-T.+ 1Af'.--1-2..".....f"-, '/4,-" --+--+---tN "I. --""I_±,~ ~i--ltil--1--l--l--+-l----+-l---l---t-2-+3----,--4:,...-l--+-l----+-l----l---l--l---l---l----l-l--l--l-+-l---l- GRA I/EL Fifi TER BLA! 'KEif "" ., -1---+--+-...,_...?9_,1,, ~L • ~ •-, • . De:_,-_,__+-,-+---+---+--+----lt--+--+--+---+---+--+-1---+--+--+---+---+----1-+-+--+---+---+--+-1---+--+--+---+---+---1-1--+- stORM /JRAIN, ls=o.02oc / --- -~ 'I uu 1:::· '. I u, ·1" --+--+--+--+-~o~T~if-i ~+o--+-+-+-+-+-+-+-+-+-+--+--+--+--+--+--+--+--+--+-,r,-+-+-+--+--+--+--+--+--+--+--+--+--+--+--+--+ C 8 N OT£ EXIST. AND PROPOSED FOR EA SEMENTS. SEE SHEET 4. rC\ PROFILE ~ STORM DRAIN LINE "F" ' 5 J SCALE: 1" = 20'(H), 1 • = 4'(V) 8 I \ DETAIL ~ BASIN 2 II AS \5 J SCALE: 1. = 20' - P.E. EXP. REVIE\.IED BY• INSPECTOR BUILT" I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARlMENT ROUGH GRADING PLANS FOR: DATE DATE ~ 2 LA COSTA TOWN SQUARE GR 2022-0001 SITE SECTIONS AND BASIN DETAILS APPROVED: JASON S. GELDERT GRAPHIC SCALE ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE 20' 0 20' 40' 60' PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: CT 2017-0003 536-1A ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: EtvlE DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 Pl o t t e d : 2 / 1 0 / 2 0 2 3 1 : 4 0 P M S : \ 7 6 8 8 2 L A C O S T A T O W N S Q U A R E \ 0 3 D W G \ R G P \ 7 6 8 8 2 R G 0 6 - R G 0 9 . D W G - t o n y . p MBI • i,; ~~ I 11::1 i.:c -u'---+--l--+-+--+--+-+-l--1---i-l--l--+-+-++-+-+-+--l-l-l-+-+-+++-+-+-t--,-f-t-t-t-++-+-+-t--t--il-t-t-t-t---t-+---t~-t1-r-111111111I 141-+-+-+-+++-+-+---l---ll-l-+-+-+++-+-+-+--f-l-t-t-+-+++-+-+--t----l-t-t-t--t----t ~-+-+-+--II--+--"-(/)_, -~<t:-----t---11--t-t--t-D -~ -+--+-+--+--+--+-+-+-a·<i:-=-"' "' f-!-0 '] ~ ~.4~~+-+-+--~f~~-~+-+-+-++-+-+-l--1---il-l-+-+-+++-+-+-+--l-l-l-+-+-+++-+-+-+--,-f-t-t-t-++-+-+-+--t--i1-t-t-t-t-il~'~1--+--+-+--+--+--+-+-t--t---11--t-1~~1-+-+-+-+++-+-+---l---ll-l-+-+-+++-+-+-+--f-l-t-t-t-+++-+-+--t----l-t-t-t-i -+--+-+-+--+--+-+-+-a ~ f ~ T loo' L ~ i.:~1--1-+-+-+-+++-+-t---1---11-1-+-+-+++-+-+-+--f-1-t-+-+-+++-+-+--t----1-1-t-n 1t 1--i: If r:!l l!:_i' ---l~l--+--l-+-++---l---+-+---l---ll---1-+-+-+-++-+-+-t---l-l-t-+-+-+++-+-+-+--f-l-t-t-t-+++-+-+--t----ll-t-t-t---t-l~~+---l-----l---l----1-1--+-+-+-+-+---l--l.'.,t-+-+-+.+-+-+-+---l-1-t-+-+-+++-+-t-t--f-l-t-t-+-+++-+-+--t----ll-t-t-t--t----t--ft l"}-1--+s e r ~-~ u ... 0.: O (/) 0 + • '1t O O I 0.: +-+--+--+-+-+--+----1-1--+-+--+---+-I I I',._ f-a! Qi'"i------1-i--l--J---J----t---++-+-+---f---ii--l-+-+-++-+-+-+-f---\-l-t-t-+-++-+---t-f--t,f C) -+-+--+---+---+---+--+--+-c:S X . o . -'N-QC) 0 (.)-~ <0" ,,~ajiL..L_J_--l-_J__J__j__(---ll-l--1--l----l---l-+--l-----l----l--1-1--1--l---l-+++-+-+---l---ll-1-+-+-++-+-+-+-+---l-l-t-+-+-++ 'o, -.... "I -I 'V/ T. G'"OUND ..... 00 ·1.u /::i --"1 0> K,.,. PROPOSED RN/SHED a.l · •' ::s oi . .::J .. cc-i-----l~~"'~~c!!."~~++-+-+---1---11-1-+-+-++-+-+-+-+---!-l-t-t-+-++-+---t-t-=t---=tl ..., -+--+-+--+--+-+-+-t--ri<-1:1 CSJ·' • It} ;it_ ,. ...: ::fi-~•+-+--+---+---+-+--l-----1-1--+-+-+GRADE A T D WY. B -\1--+---l---+-+--+-1---+--+-+--+--+--+-+"' i-: Ill"---+--+--+-1---+-+---l---+--+--+-+-+-:J:-~+-+--+---+---+-+--l-----1-1--+-+--"~-: ~It: ~ • ,-t -c:i ~El~ co I • "-+--+--+---l---+-+--+---11----1---1----1---+--+~ ~--"4---l---+--+--+-l---+-+---1---+--+--+--u-• I tr ~--~--i-: "°l_::t:_ · '" --+-+-+--+-l--+-+---bi-tT-+--l--+-4cc-+:-i-t-/-t-+-+--+--+--t--+-..... "'-,I, :ii ~:+-+--+---+---+-+--l-----1-1--+-+-+CENTEi LINE ·~ ., '-' -T <o i...: C\I ,-I I I ~, I I oi,:...,. IO I , --~~ ii--_ :o -I + ._ 1 ~.~ :g1---+-+---l---+--+---l---+-+--+---ll--+---R ' o,· _A-, (:JJ~ I I HG L 288 31 It) PVT. DWY. 0 • ~ • ~ • (!) .j:,. • i--: ~ ~ ~ ...J ~ . ::i i--: g ~ -i--: :c:: ...J ~ i--: ...J ...J ~ o,J ~ It: ~ ~~ "' ~ 0) Q . 0) Q .., • <o :::e 0 -Q <o :::e "5 0) .... ~ :::e ~~ ~ -c"; 9tg (): tg I-' If)~ (/) ~ (/) ~ (/) <o ~ • QC) QC) (/) ·+ u -<o "' cS uo l,j -. Qj -+u -~ Cti --• • . •· . . 4 . . 0 0 "' ' ' '---' ~I,,'. I , -----I • • .!00 • -,._ -----'--. ~~ ,, "c" • ,<t ~ -...J i--: It: ~ . ~ t(l 0 o,J :::e ,.., ~ QC) (/) II) If) • ,-+u 0 l,j - . B 6 0 ~ i:! (.) ::, i--: I!: ...J (/) 0 a If) .., I!: 0~ 0(.) rs: If) :I:: +o ~ Ii - i--: ...J i--: ...J 0 • J.5; . PVT. 17 I /_ ---<; .. : 0.67' CLEAR CUSHIO(! DWY. "D" ~ .j:,. 0 i\ 4 . I ·• • • ~ S0 0 "' ---;-,___, • 1--290 I I I 1 , , , I I ~ LiJ DR,AIN, Sr 0. 0020 --16c4 ef?,___.----1-1--+-+,--+---+--+---ttt---+--+-+-!-t--i---,1 s PROFILE ~ STORM DRAIN LINE "A" SCALE: 1• = 20' (H}, 1• = 4' (V) ~ ci (/) 0 _..., ll'.i9,o --Cf) " + QC) ~ <ol"II 0 PVT. DWY. ~ .j:,. i\ . . "E" 13 -~ -tt-+-+-+-t--l-7f---ct (/) ~ l~~==i=--=i=+=F'--+--+-\~~+-+-+~~-+-+-~~-+-+-+--tt--j-+-+--+-+--r-t---t--+--t-t-t-t--+--t-t-i----r--+-il l(/) B 7 ,........ ... LiJ ~~+-+-+-+-+-+--+-~~~~~~~~+~~~~~~++++++~+~~~~~4 1..iJLIJ 11-+--+--+-+-+-t---t-J l-+-+-+-!-t--t-;--~'\--+-+--+--+--+-+-+-f---ll--t-+-+l-it--+--+--+-+=1-=--i-tt ~(/) 'll{_L;t~t=t ;t;t=:t-=.t+=J/t:-\-t _=-,..t_=:±_,_ -t=:!:==F?'F ff~~B.J~ IJF ___!! 36" HD~lj'E~=f=-+=FFF-+=t==t=+++,4f -.I II s i oRM DRAIN. 1s=p.o ..., p 1 r-1+s+-+-+-+-A--+---!-H-+a1bo =_J4;-2p-qi;:s,~++-+-+e-+--+-++-+-+-_ ,_ 1ajoo -b.61 s ~ -~ .... __[1 .,.. J 4 5 ~ PVT. DWY. "F" @ ~ oi' (/) "' ..... 11'.i Q 0 .... vi oi + QC) :! co (\I 15 Pvr_ • 280 10 "I 1 w ~~~~0H-~t-~~i!=..~~~R=E~~~~~~4-=~~~~~~~¥~~~~~~~-~=--'=--~~~~fit-F===--=¥~~+-===tit=::::03~~~~'::/22.j_~a 16 ~ 2 1.5' 2 ~I~,-.::::::~~--.. . ✓ ~- EXIST. 18" H.D.P.E. BE REMOVED I i--: If\ It: ~ o" . . •, • II! i--: It: ~ I / MWS #1, SEE SHEET 11 . 0 "' II • - GRAPHIC SCALE -------- ---------------20· 0 20· 40' 60' A 8 □ 1 2 J 4 5 6 7 8 9 10 11 0 0 0 ~ .j:,. PVT. DWY. "J" STORM DRAIN DATA TABLE STORM DRAIN DATA ii/BEARING RADIUS LENGTH DESCRIPTION □ ii/BEARING RADIUS LENGTH N69'55'10"E 244.62 36" H.D.P.E. 12 54•45'53• 75.00 39.67 N69'55'10"E 60.81 36" H.D.P.E. 13 N88"JJ'21 "W 41.41 N69'55'10"E 21.34 36" H.D.P.E. 14 21'31'29" 50.00 18.78 13'06'35" 100.00 22.88 36" H.D.P.E. 15 N69'55'10"E 12.11 N8J'01 '45"E 136.53 36" H.D.P.E. 16 N69'55'10"E 241.45 N20'04'50"W 11.50 6" P. V.C. 17 N69'55'10"E 113.00 N20'04'50"W 25.50 6" P. V.C. 18 N20'04'50"W 4.00 N20'04'50"W 12.00 6" P. V.C. 19 N69'55'10"E 10.24 N20'04'50"W J.00 6" P. V.C. 20 N20'04'50"W 35.69 N06'58'15"W 25.50 6" P. V.C. 21 N65'06'09"W 4.62 . 0 0 0 II) ~ -~ .... g J 181 ~ I ' ' ' ' 11'.i Q vi <o -II) ~ • QC) -<o"' I ' /. I STORM DRAIN LINE "A" PVT. DWY. '"A,, TABLE DESCRIPTION 36" H.D.P.E. 18" H.D.P.E. 18" H.D.P.E. 18" H.D.P.E. JO" H.D.P.E. 6" P. V.C. 6" P. V.C. 6" P. V.C. 6" P. V.C. 6" P. V.C. MH FRAME & COVER PER RN/SHED M-J RIM ELEV SHOW ON PLANS GRADE_-"----,,~=.--,----.===,----- MOD/RED A-8--1 CLEANOUT PER D-9, D-11A & B 280.94 Ii. 18" OUT NOTES I ~ .36" 2 6" t 288.67 286.86 Ii. 4 WIDE WEIR r ---++----:;28:'.4;-:-.,,,44~--c.---;=:-:-12• WIDE x1" HIGH RECT WEIR 1.5" DIA LOW FLOW 281.27 Ii. 281.JO Ii. JO" IN 1. WEIR WALL RE/NF #4018" OC EW. AL TERNA TE DIRECTION OF TERMINAL BARS IN FLOOR & WALLS 2. EXPOSED CORNERS SHALL HA VE 1/2" RADIUS OR CHAMFER .,,-;B=---DETAIL ~ FLOW CONTROL STRUCTURE NJ9"J6'J7"E 35.69 36" H.D.P.E. NOTE: ALL P. V.C. TO BE SDR-35, ALL H.D.P.E. TO BE 6 NOT TO SCALE WT-IB. WATER JOINTS REQUIRED. II! ~ I I B PVT. DWY. "I" 8 NOT£ FOR EXIST. AND PROPOSED EASEMENTS, SEE SHEET 4. NOT£ PR/VA TE ON-SITE UTILITIES PER DWG. NO. 5J6-1B. II AS BUILT" P.E. EXP. DATE REVIEWED BY1 811 INSPECTOR DATE 1------l---l--------------+--t------t------t-----1 I SHE6ET I CITY OF CARLSBAD ~2 ~==~::::::::::::::E:::N:;G::IN:::E::ER::::l::::N::::G::::D:::E::P::A:::R::lM=E=N=T==~l__!_U==~ ROUGH GRADING PLANS FOR: LA COSTA TOWN SQUARE GR 2022 0001 STORM DRAIN PROFILES l----ll--+---------------t----t---t---i-------1 APPROVED: JASON S. GELDERT DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL ENGINEERING MANAGER PE 63912 EXPIRES 9 30 24 DAlE CHKD BY: RVWD BY: ---,,E"fvlrcE-I PROJECT NO. CT 2017-0003 DRAWING NO. 536-1A DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 Pl o t t e d : 2 / 1 0 / 2 0 2 3 1 : 4 1 P M S : \ 7 6 8 8 2 L A C O S T A T O W N S Q U A R E \ 0 3 D W G \ R G P \ 7 6 8 8 2 R G 0 6 - R G 0 9 . D W G - t o n y . p MBI t-+-+-+--+--+-+-+--+---1-l--+-+-+-+--+--+-+-+--+---ll--l-+-+-+--+--+--+-+--+--+-l--1--1--+----l--+---l----l+--+--+--+-+-+--+---1---ll--t--l--+----l--+-::, t-+-+-+--+--+-+-+--+---1-l--+-+-+-+--+--+-+-+--+---ll--l-+-+-+--+--+--+-+--+--+-l--+--1--+----l---l---1----l-~!+--+-+-+--+---1-l--t--l--+----l--+---l- l-t-+-+--+--+-+-+--+---1-l--+-+-+-+--+--+-+-+--+---ll--l-+-+-+--+--+--+-+--+--+-l--+--1--+----l---l---1----l-L5+--+--+-+-+--+---1---ll--t--l--+----l--+-300 -~ !l: ,-i Ci Cl) It: a; • -~ t',s,-.1-1-i:ii.;cd+~ ~<11'--'--'"-a:.·-+-+-+--+--+-+-+--+--l-l--+-+-+-+--+--+-+--+--+--ll--+-+-+-+---l--+--+_j-'!'ic+--1--+--t--1-1--+-+-+--+--+--+-+ it .•. :; rr ~ co ,-=I o :-....: '."C~-:.c:: =1 vrc:o'-1:;""(-QJ--· i,.;. Ci a-a::-+--l---l-l--+--+-+--1--1--+-+--'- -; ~._....co L ~ : i~ d:-+t~· .. 1:t,LJ\ OQ"'l~-l---t---l--PROPOS£D FINISHED ~-1-1---+-E-,x,s ~ I ROUN \ ~ -~r'-!.1..!511 -+-+-+-I--+-+-+-+--+--+-+-+ 0 0 • 0 It) ~~ til.l:! !l::i::IE f!.: + '.°' GRAD£ AT DWY. 8 1 '<I-i:::I: '"'co·t-:tJ.1-----,1--<,1~"·1' ~ [!f~ ao ~ .: ~'--'---'-.,..-£'N,TERLIN": I I 1 + a, • ~ IC) .. , :i?i l.aJ J;:. QJ I - -L__ _L... ~ ~ ·!---- 1-tilOHQ:: QJ Lt ~ (tjlU,<fi -_I -__J__ ..i. -Cl <'I rr ,:; • .L.-11) -- I I - I f ci-ao-l<o I' 1 + ~~1-t-l-J--t--t--+-l-t---t---t-t---il-~-t-+-+--t-llt+-+-+--t-t-l-t-/'+-H~-~G~.L~1~00~---2=8F8~.3~1-+--t-l-1--t--l--+-+--+-l-+-l+--+--+---l--+l,--+--+-+-t-t-+--+--+- 29o-· i-t =1=1=1=::+=::+=t=+=+=t:=t:=l==~\.~==l=:t=+:/l+=t =t:=t:::;~7:::t=lt1:::l=:t=:t=t =t=t =t =t=t:::J==l=:t=:±=±=t-H-+++++-+1+++-~-+J-;i.q,.-g.+.++ \ ~ L,J, ttl/ . --~-- Ir)~,_+-, '111111111111ltt-t-t-t1 t-t-t-t-1-=._t~-1-+t _-t+--i-t~-~_j:::~r.±=±:+-::!===l=l++t--t-ll-t-~tt-+++-+-+-t-+ l Ir) I--!--' " l.,J ,1-' 1 -+---l----J.---l---ll--t--1--t----l---l---1----l-1-1+-+-+--+--ll--+-+-+-+--+--+-+--l---t--Jl-l--t--l--l--l--+--+l- ~ ~ ~l;~~:~l~~J:t⇒=~⇒=t⇒=t⇒Pt~=t~=i⇒:;~~t~~*i-=±zr-D::::±-f=R=-t=tl==F ~ ~ tt.1~B-~2-v-r-J6~Ho,pL,g ----1----1-1--+--1-1-1+-+-+--+--+-+--l---+--I-I--+-+- :::'. _i.,, STORM ~RAIN, 7 S=O.d07 _ 0100 -4.~9 f;F~ ~ IO '-~vioo e=-0,6-FRS-+-+-+-+-+-+--+-+H -1-1-1---l---+-+-+--l--+-+-+-==i - / _J_ - / ~- ' I ~ l ~-i La,J I':: Cl:! V) It.) s f,!! • ' (Jj =: 18· <o :.:: • r--.· !Pi.., cc <'I !!l. 0 7 -,,, ;; lo,J ~-<'. N irl -~1--t--t--+-[Ql--l--+-l--+--l---l-L-L--L-~--tt--+--l--+--+-+---l----<-1--+-+--l-280-Ei!:tj:Etj:j:tt±:±~=~-ti~~~tttj:;;tt±:±:jjL*-}-jf-+++++~~~µ++-+--+-~H-+ ~-ui ~ ~ it ~~ -·--+i :8 -·----'• --- 0 0 c::i lt) + It) -~ I i--: ..... . @~ ~ 0 ~ i.,, 0 ~ Vi 0 0 ;;; • 0, -<o <'I --- • I <'1 l "ti - ---:=_J '4__ - ~ • !6-+-+-+-+-+-+-+-t-----,~-+--l---l--+--+---1----1---l---l--~7 +-+-+-+-+-+-t-----,t-----,~-+--l--+--+--+--l---+--l---+-1~~ PROFILE ~ STORM DRAIN LINE "A" SCALE: 1• = 20' (H), 7" = 4' (V) PVT. DWY. "H" I I I ~ ~ FUTURE If. @) _..---I • Vi v J i--: @ ..... . g (.) v v tti ~ ~1 - -g V) _J ,., 0 c:i i.,, ~ " ti ~ 0 (/) w-: \ it -0 • 0, 0 -<o <'I '<I-~L r{_ ... ~-- ... .··\___ it .,i . 1,_· ._., ,.., ~ -. 0 <'I .., ~ •• 16 , --- - @ II • .... . . • I I 1 I -. ~ • . SB I"> I 1' I I 0 _..., I~ • " ... .. \ a L ~ b ~ - ..,...-;.. \ ~ \/ ~ ® STORM DRAIN LINE "A" STORM DRAIN DATA TABLE □ '1/BEARING RADIUS LENGTH DESCRIPTION 1 N83"01 '45"E --187.37 36" H.D.P.E. 2 --25.50 = f'-1 >-= ~ c::. i-: ao. -~ 0.. ~/ 7°~ t ~ ~ '- i--: II:: . g 0 "' ~ gf V) i.,, ~ c:i / Vi It) it oi • oO -<o <'I NOT£ i~l.6(/_1~1--t--i--i--i--i--i--i--i--i--i-7tl9-1~pRij'OPrsifiO~SEiijD~lmt-t-t-t-t-t-,-1---,3-1_ -I t , _(}A+_-+-+ +--+-1--+-+--+-l--+--+-+--+--+--+-+t-1--+-.ABO\i ';.-f' f'E+--+--l--1--+--1---'---'---'--l'--'---'--'-- 1--+--+--+--+-+-+-+-+-+--t--1--1--1--1e1--l--l-5 +--1--1--1--1-_,__,__,__,___,___,___,_--'---'--'----'-- :.:: ."~ 1--' I[;; f:?-+--+t--+--•u+--+--+--< ~f·.il::· l-t-+-+-+--+--+-+--+--+---ll--l- +--+-+-+-+--1-1--+-+-+--+P~-~ lie:, -"'!1-----l--+-l-1-t--l--t----l--1---1--l-~ O) 0) -1 11 +--+--+-+-+--+-l--l--+-+--+l'J_oi-+--++-+--t.a1,--ls--+-+-I'-'~-+--+--+---11--t--l--+----l--+---I--+ Fi(X) o:CcE ~re --t---t--+-+--+---l-l-t-t-+-~l~"'+--+-1--+-•o . !01.,· .. • !,.j • ~ ~ ...; Q.: "' --t---t--+-+-+-+-1-t-+-+-181-~ :+-+-•-+-~ -i:::--;-+--+! f-. s+-+--+--+--+-+-+---I-___,_,_,__,__ ~ J:.::c+--+-t-+-·~ ~<'I-+--+•-i - \,, II '. ,,,1 Gf?,WD H.G.L.100 288.31-/ 7.1' : · 1 +++-+-+--t-ll-t-+-+-+-ti1=C-IJE.f-A-Rk :!1-"+~~~....::':p=ij] 10'rJA,. 12.-4 '-Pi IT;--WA-7E<>.---l----l-- +--+--+-+--+--t-11--1-+-v <l_= r.___ -'-/ CRp.SflN.q_t • _I('_'M "[5g:_\r1Yf_ •-l- - +++-+-+-+-11-J--"!'-~l..---+-4<-~ /' y_ / ~l--+-'·,f~,l-lf-2_8+-6._2+5_{!=;-1--t--l-l--+-+-+--+ oO / 1. n, r / .... -~ -1--+-l--L--l__JI--J__.l_ ....... -Lo.!1--1-,e;1l£AR , -.-K--+-1-L1-J--<!;) l-l-l--+-t--l--1---l----l----l--+-1- -1--+-l--+--L--l-L-.l--"'~--~_l / I __,, ,,, ~ I\ -~1-+-!D" t-l--+--l---1-L-'---'--'-+--+--+ "11/ / / • ., __.__,__,__,_--'--l-'--'--_,_•~ I ,_. i.,, 1'--'!' ~ -~ - - -1-I I N .. - 1 .36-Lf"r:1 -li!Df'E ! 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(lj ~ --t---t--t--+-t-t-t-t--t-+-\;:::1111)-\>l, .-+-+--+--l-l--+-+-+-+--+--l--+-+--1-1--+-+-+--I--+ ~I~~ -+--+--+--+--+--+--+--+--+-+-1to __,_:-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+- B P RO Fl LE ~ STORM DRAIN LINE "E" 7 SCALE: 1" = 20' (H), 1" = 4' (V) PVT. 0 0 .\-- PVT. DWY "B" ED STORM DRAIN LINE "E" STORM DRAIN DATA TABLE □ '1/BEARING RADIUS LENGTH DESCR/P TION 1 Noo·33'51 "w --16.36 12" H.D.P.E. 2 N20"04'50"W --12.31 12" H.D.P.E. NOTE: ALL P. V.C. TO 8£ SDR-35, ALL H.D.P.£. TO 8£ wr-18. N06"58'15"W 3 N06"58'15"W --13.00 6" P.V.C. 6" P.V.C. PR/VA TE ON-SITE UTILITIES PER DWG. NO. 536-18. </11-0f fSS/ON GRAPHIC SCALE 4 N28"11'20"W --18.81 6" P.V.C. NOTE: ALL P. V.C. TO BE SDR-35, ALL H.D.P.E. TO BE wr-1B. WATER TIGHT JOINTS REQUIRED. NOT£ FOR EXIST. AND PROPOSED EASEMENTS, S££ SHEET 4. < HAS BUil TH <:, '1( ,ff </y..'i..N C: '1c ,.; <.; o,..>, e. !;21-... ...-\Z- " C/J "' ~ , No. C~0666 /. "' , ~~E. EXP. DATE f,v ~ --~-.., , ;,. 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'-I-I--+-+-+--+-\.. $TO(?M DRAI~ , SFO.b.J. 0 +-+-+--+---t--+-+--+---1-1-t-+-+-+--+--+-+-+--+-1-1-t-+-+--+--+--+-+-f=,f!D/J 1-2toot cF""": -+--+--+-1--+-+-+-+--+--+- +-+-+--+---t--+-+--+---1-1-t-+-+-+--+--+-+-+--+-1-1-t-+-+--+--+--+-+--+--:r.-' .Oql4-4.182-l£E~--+--l-l--+-+-+-+--+--+-+- +-+-+--+-+-+-+-+-t--+--+-+-+-+--+-+-+-+-+-t--+--+-+-+-l--+--.J.-1--+--+ll21314151--1-_,__L-.1.._,_--l--l__,__,__,__ ,a -- INITIAL I 1 PROFILE ~ STORM DRAIN LINE "D" SCALE: 1• = 20' (H), 1" = 4' (V) ~ l 1,____ AV£'Nuc 4.5' Cf) PROFILE ~ STORM DRAIN LINE "D" STORM DRAIN DATA TABLE □ '1/BEARING RADIUS LENGTH DESCRIPTION 1 NB3"36'34"E --47.88 12" H.D.P.E. 2 25'43'59" 50.00 22.46 12" H.D.P.E. 3 N76"38'23"W --16.46 12" H.D.P.E. 4 27"51'16" 50.00 24.31 12" H.D.P.E. 5 N75"30'21 "E --47.26 12" H.D.P.E. NOTE: ALL P. V.C. TO 8£ SDR-35, ALL H.D.P.£. TO B£ wr-18. I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARlMENT 2 ROUGH GRADING PLANS FOR: LA COSTA TOWN SQUARE GR 2022-0001 STORM DRAIN PROFILES APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DAlE DAlE INITIAL DAlE INITIAL PROJECT NO. DRAWING NO. CHKD BY: 811 20' 0 20' 40' 60' {' OF c~\.I~ REVISION DESCRIPTION CT 2017-0003 536-1A INSPECTOR DATE ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY: Ei'-1E DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 Pl o t t e d : 2 / 1 0 / 2 0 2 3 1 : 4 1 P M S : \ 7 6 8 8 2 L A C O S T A T O W N S Q U A R E \ 0 3 D W G \ R G P \ 7 6 8 8 2 R G 0 6 - R G 0 9 . D W G - t o n y . p MBI .I _ I I -- • ---· , --- , ·-~ , . 811 88.9 RIM I _, s~~ ' w,s-11 -S~D~Tf- 0 <'II II • - - , -, 11 I .... ~ <Xi "' <'if - 20· ~ -'-I I I I ~ I I I I X 11 --- GRAPHIC SCALE 0 20· 40' 1--::I! I!:!_ ct: r ff() •oi r!'D '<: I .C l I , I I \ ·1--~ ~IY/_st/ED_(J,8A 2£ .Ql_..!: ABOVE l01p:: " • 0) I ~ ~-:~~ 'I' i I Q r1 - ~ ~ ~ -,..__ ,H.G.L 100 ,_ I :1 ' ~ _} " I -I ";I-,, 7 I I ' I !-.! .... ' j_ I I ' t:::, !::: ~-"I ~- 82.82 tr~ 18r r1 , Pi ' ' ,~ S-TORM -DRAI . • --5,=0. 02 5 C/1~0 = 7J49 CEe -,o 7-=-7'.125--FP, ,-'-, 1 ~ 10 PROFILE ~ STORM DRAIN LINE "B" 1 SCALE: 1• = 20' (H), 1• = 4' (V) EXIST. 18" H.D.P.E. TO BE REMOVED \ 0 0 \ (1) PROFILE ~ STORM DRAIN LINE "B" 60' STORM DRAIN DATA TABLE □ Ll/BEARING RADIUS LENGTH DESCRIPTION 1 N85"57°02"W --182.82 18°0 H.D.P.E. 2 N69"55'10"E --32.06 12'" H.D.P.E. 3 19"53'46" 50.00 17.36 12" H.D.P.E. 4 N50"01 '24"E --7.09 12" H_D.P.E. NOTE: ALL P. V.C. TO BE SDR-.35, ALL H.D.P.E. TO BE wr-18. NOT£ PR/VA TE ON-SITE UTILITIES PER DWG. NO. 5.36-18. NOT£ FOR EXIST. AND PROPOSED EASEMENTS, SEE SHEET 4. I ,_I _ - -0 Ctl --in _,,; -- ~ Q:: ~ ~I; i >I-0 "'i -~-. -~o +· -~ -~~ ---· - -\ \ EXIST. GR0U/ D ~ -- rl-(.G . • 100 I I I I I I ' -rr=' ' 1f1 f ,.;, 0 g_ 0 'I' 'I' ~ g a:,·- I "" : $? ~ .... •-' In• ·-OJ (j -+ ,j I<) --- ~ai~-' ---.. ' C1J J a:, ...-r "I 56f51 LF ~, ~ ~ k~g;ot loo g-~t D .8fi CF"' v100 = • 71 F, 55 I , .. 121.3141 .. -_, - 1 1 / -- -~ 1-- ~ 5 Cl :.:: . .., ~ ~i'i:: Ii-::I! ~ LtJ - ffi ·;;: --o-11:: ~ u -tB ~- ~ • •---c:, ,t--~ 1/) 'II-Ctl • 0) .Jll Qi • I " Lu 1· • -PROPOSE0 ~ . . "I :s:-~ r t <lj ~ ~ .. ---:i:--0 -'r --r FIN/SHEDi GR'A-01 ' . ~<o ~ C! Lu -(!) L, ~ ~+ _rj ,. 1_111 ' 0, £' S7l- I • 0 ~.: 't-Cci -,... gt-~" -Bf-_eLE GI OU ~D \ N 0 ~.: O' (/},o__ ~~ -,"/-U ,-L.1po - +! 0 i's -tGi IN ' -~ ci ..., ~-~ I'- I'-.. 1' AA/ ~-- CLEAR .. ' 8 'II- I c;; <( 0 ~ .g ·+ ' C) -• ,., --r---_; I I I I I I I I I I I I 1v l 17 -,-I ' ' , ' ' ' I ,_ .. --- ----~ -r,. - '-I I Y I J.~J r-~ ~ I Uc! \ I 15~._5,Mlj ~ /Js;HqPfk -II--'. r-.fi.. ~ I\ I I a:, t..., SrpR Df?AI, , ; =lr0 00 ~ ~'P.. r-t "':-.I., 0) qj It--,: .,JJ "'-C')l<I - - -~-N 019()~1,0~-CfS -·li.J-<ih, .... V100 = J.89 Fl?S .. ~ 1 ":'". K + .: a:, - -. ~---~-1 Lu " ~ >I-I "lc!-c:o -'11(-(!\,j ~ co 12 "I 0 .: a:, .3 4 5 ::: i< ~ -........ LCi --~ <( o --" 0) . --~ Q) ,o+.o9.oo. 101" FIRE -- IN-~ CROSSINGt 12" Sf 0RM @R-N, ' I + I ' " ,?BJ~BI TPr,-((':4_Al,N-T1 /N-1-2 MINI CfJ.EARANCEil \ (I.I P' LF ,i, 12" lj!DRE -~-T0RMt DRAIN.--Sr 0.1B, 1 010b -2!881 cr,s V/00 -1?.48 F, s -1 10 1 1 'II-- /;1 1 !') ., " I I 0 - • .: ~ r ~ 1--~ • Ill -~ ~ LCi -~ + 0 + -0 - PROFILE ~ STORM DRAIN LINE "C" SCALE: 1" = 20' (H), 1• = 4' (V) I a:, 0 .: 1-- @ ~ ;J <o (Q i-.: -" + -- S6 • @ i-.: Cl. Lu i-.: G Cl. .: It) Lu <( -~ LCi ~ ~ -+ --~ (1) PROFILE ~ STORM DRAIN LINE "C" STORM DRAIN DATA TABLE □ Ll/BEARING RADIUS LENGTH DESCRIPTION 1 N20"04'50"W --11. 16 12" H.D.P.E. 2 N03"02'02"E --18.11 8" P. V.C. 3 N20"04'50"W --79.87 8" P. V.C. 4 N81 "10'44 "E --52.32 8" P. V.C. 5 N24"55'12"E --8.21 8" P. V.C. NOTE: ALL P. V.C. TO BE SDR-.35, ALL H.D.P.E. TO BE wr-18. WATER TIGHT JOINTS REQUIRED. II AS BUILT" P.E. EXP. DATE REVIEWED BY, INSPECTOR DATE l----t--+-------------1----1---l---L---J I SH~ET I CITY OF CARLSBAD ~ ~==~=:::::::E::::N:::G:::IN::E:=ER:::l:::::NG:::::::D:::E::P:::::A:::::RlM::::::E:::N::::T==~L..!_U=::::::2:::::::: 1---t--+---------------l----J.---1----11---1 ROUGH GRADING PLANS FOR: LA COSTA TOWN SQUARE 1---1---+-----------------1---11---1-----l---1 ~G:!:R:::::2!::0::!2:!:2:::-=oo::::o~,==S=T=O=R=M=D=R=A=IN=P=RO=F=IL=E~S======::! l---t--+---------------l----J.---1----1---1 APPROVED: JASON S. GELDERT 1---1---+----------------l---1---1----L---J ENGINEERING MANAGER PE 63912 EXPIRES 9 30 24 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION I--D_AlE_...,_IN_lll_A_L-+-_DA_lE_J....C.IN"-'111"-A=-L -,1 CHKD BY: ~~-I OlHER APPROVAL CITY APPROVAL RVWD BY: Er-1E PROJECT NO. CT 2017-0003 DRAWING NO. 536-1A DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 Pl o t t e d : 2/ 1 5 / 2 0 2 3 1 1 : 2 5 A M S : \ 7 6 8 8 2 L A C O S T A T O W N S Q U A R E \ 0 3 D W G \ R G P \ 7 6 8 8 2 R G 0 6 - R G 0 9 . D W G - c o l e . f a r g o Manhole ID Number UPS MH Pipe Length (ft) Pipe dia. (IN)Pipe Material Slope %Location of Manhole (Address)MH RIM El. (ft)MH Invert El. (ft)MH Depth (ft)Manhole Type Manhole Lining Notes UPS DWN Coordinates Upstream Downstream x y Address Description Address Description UPS DWN UPS DWN UPS DWN UPS DWN UPS DWN 08-15590 TO 08-15580 6261178.419 1974361.14 157.4 8 PVC 15.5 -Sidewalk -Sidewalk 295.91 262.68 278.01 254.02 17.9 8.66 STD STD EPX MBI ' ' -+---+---+--+---+-1--+--+-+--+--+--+---+---+--+---+-1--+-+1i ~,_,-----b-' 1F~-R~JE6.r-so•,w6AR.,-'--+---+--+---+---+ -+--+----+---+---+---+--+--+--+---+-r-..-+--+--+--+----+---+---+---+--+l!i:i] ai-t"'----l/---+('-'TYP-'-i--'."--)1---1----1----l----l----l----l---l----l----l c:i I!! ...J Iii -+---+---+--+---+-l--+--+-+---lSl!:71-----,+--+-+--+--+--+---+---+ll--+:C: ~-+--+--+--+--+-+---I-+--+-+--+--+--+--+ --~ ,,- ~j't Ill) ui~ ~ Vigccu~+-+--+-+-+-+-'~ ~:g-1--+--+---+---+--+---+-+--+-+--+--+--+---+ -+---+---+--+---+-1--+--+-+-8 ";":-t;-i'4-·Ac:.PR.Oe.0SED--+--+~~ -~~j -~ -FIN,ISH,ED I GR'ADE QC) + :,. 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C. , , V , EX I ' ' GR0/J I I I I I I• ,, IC--". ~-'dd ~ , . t.: 15,, o,_ o/·9 i-r.,. : O,SR°4' ' Arllf-, 1 H~+1op;p~, ~iro foG:Tc jT0•-1"'1-H-+-1-+-+c~±+++-+-11.-1-+-+-++++++-+-+-11-+-+-++++++-+-+--++-+++++-+-1-+-H 121-MA1 ~t (,763:21)'.j)B~P:'j:::j~,,+~t+•+.'t++~+~++U$$+!~:t:t:ttttt=f4~+t+U++++~+t+u+++1 TARf!I . -SADDb&-W/-T/'lt <· t ;, -~++-+\,+++-l-+-1-+-+++++++-11-+-eC-i=='?-.+4;+' +++-1-+-1-+-++++-l-l-l--ll-+-l-l-+++++1 vA:ttvE~ ;f1i!:rf4~-R:Dl!I E -'/i/D+-+-1H-+-a-+--+r+-±=+.st-d.1-+1 +.1,,1,,1,...++-+-+-1-+-1-H,,-J.5' COVER MIN.++-+-+-H ~ . a.,,-+-+-~+12.29,14+-t+i+u ~tt++++-t-t-t-++tt+++-t-i TM UST. BLO<i:if+--+-++tt+++-t+-H\,-t+tt+t+-t/+-l-+t+tt+++-t-+-1-++-l-½+t+-t-+t+tt+t-tcJ-cl,cc,H-++- \ /, ~~-'4~ ~ +-tt+~::tt+ttttt+~::tt+tttt+~-4,,p"-j =_,t;~/~f-_.,~1)'tirJ: Y,'?f,1··~ l-+-1-+--b-i""' F ,8.0(])~ ~-0 002'-t-t--t-t-t-i-t-t-t-i-i f-,, / e'-;' "t-1 ++-t-t-+-1-+-+-+-++++-+-+-+->-+-t-+- +++++-+-+--+t-+++++-lo;oo •-+,;,-0:002' , +-,-, · +++++-l-+-1-+-++++++-4"1"1"'1-+-H"~"f-++-t_J/-H/l/--H>-+-+-+-++++-l-t-+-111-+-+-+-++++-+-+-+->-+-+-+-++++-+-l-+-H 1e!f--te:0d -k 1, ,5· -+--+----+---+---+--+--+-+,o-~-la! ;t. vi o,-+---+---+<-l+-+-/-+-5,EWER~L"Ar,ER».L-PEI · -D WG.·+--+--+--+ + ~_:;; -i1-ooi I NO •o • -+---+---+--+---+-1--+--+IS~ )'"< c:,i di~ QC) . ·-,. . =--.1--+-+--+--+--+---+---+--+ BE(1'a_).W/ TH 81' .D. C. I ' _b L~j l• -+-+-+--+-+-+-++++-+-+-+--+-+-+-++++-+-+-+--+-+-+-++++-+-+-+,-+-+-+27f.rq ,a 1,Hc--+-+-+-++++-+-+-+--+-+-+-++++-+-+-+ ..... ~ u ~ 8:'. ECl!./1.IMBD -W. ' I ' I ' ,,---=i==::=1=-~~' ·-6~:!~-r~=-1=:j=ttrt::t r--r--r--r,1-•+-1·/1--+--+--+--+--+---+-+----l-t--+-+-----+----1---t --- -+-+-+--+-+-+-++++-+-+-+->-+-+-+-++++-+-+-+--+-+-+-++++-+-1-+-+-£=/"Q. 1-5--< 1,,,-:,., 2,QO \/£Rn ¥1}?-fW/·Tf-lj-lj/,fkp / Lo,J -'<I- -t--v'·p•1 1r.;l 8" P:r:c·.""1 _..,-i-- ~ <'I -+--t-'-EWER eN? ~"' NO. 5. 6-1B ' ,, Lo,J ~ ~ <'I / " ~-+--lt--+-~1--~~1-~~,-+-+~-+---l---+--+--+--+-+-+--t --' ~-+--n---t-t"\I 1---=f--+-+'-+--+~-+--+-+--+--+--+-+-+--t crj O '-1/.s ~-+--n ---t-K 1--~ ,s'~'.-l---t----1-t--.,__+--t--+--1 <'I ~ ~~ " (8\ PROFILE ~ 12+85.00 4" WATER SERVICE WITH 2" METER AND BACKFLOW SCALE: 1• = 10' (H). 1" = 2' (V) +-+-+-+-+-t-t-+-+-+++-+-+-1-+-t-+-+++-+'"t'Q'r-+-+++-+-+-t-+-lt-+-+-+-+++-+-+-t-+-+-+-+-+-+++-+-+-t-+-+-+-+-+-+++-+-i I -, C \ PROFILE ~ 15+63.88 2" RECLAIMED WATER SERVICE \..V SCALE: 1" = 10' (H), 1• = 2' (V) , fo", PROFILE ~ 17+45.00 4" WATER SERVICE \. 9 ' WITH 3" METER AND BACKFLOW -SCALE: 1" = 10' (H), 1" = 2' (V) -t--+--+-t--t-1--t-t-+--t--t--t--+--+-t--t"'-l-:_11r.,;B5 -r r ~ B" -pn;,--; c =-190, -+--+--+---+---+--+-+-+--+--+---+---+-1--+--+--+-+SBWER~S=0.0I 58 (g'{r..)•~+-+-+-+-+--+--+--+--+ ,,_ IU PROFILE ~ SEWER LINE "A" SCALE: 1• = 20' (H), 1" = 4' (V) ~ ... FUTURE ONSITE--1k PRIVATE SEWER PER '" DWG. NO. 536-1B .. STORM DRAIN LINE 1 -~. Y1/ ' "A", SEE SHEET 7 -;;;; V ~V' EXIST. LWD S.C.O. AND ~ 12.4 LF. PIPE TO BE REMOVED (280.00 I.E.) \ I --- PROJECT BOUNDARY (TYP.) EXIST. 8" LWD P. V.C. SEWER LATERAL PER DWG. NO. 409-4 EDGE OF SIDEWALK PER \. IMPROVEMENT PLANS ,,. ,,. ·~ I', ~-11 J 1 .:.""IS'' ' =tttttlif:!~jt r::tttttt:t:J:t:tttttltijj:::ttttttltijjj::tttltttijjj::tttltl:tl~•'t:v-.:r~· t -r1 7-11"57. !ill , IV. 00-,RJi.-, zr-· -c0STA ·s;',-~~ rt-t, --,-.+-+-+-+. , __ -, , 1 • 1 , •t¥.+cJ""e"i~H-++++++-+-1-+-+-+-++ll-l'G O.t!I.Na+-+-+-++++-+-+-+-+-+-+-+-+++++-t-i-+-+-+½-+-++-+--¥l-#ZD.po,f-1,-::0qoi.-'fxJT.,1-~-.c,os.r~.;]-I~ --¥1t-fi8f~ •±'to,o,o-i-!i'L, , cps~~ =-+"-tcC-fk-'•-+"~+'A=~iN+!_.,f~2:;,:-+~➔f'"i;b~~-j,.hlc"-B;'F~+'''r+-··.J-f;+f-+r+-+ro_:-~l\\-7i::::::-+~+--++--+.:;:-.:::-~+-=.:::-~:.::::::'~,:::'r-+.:::-++--+.:;:-.:r++.:;:-.::r+_.:::-~:.::::f-..,.,.--;_-+.;::-.:::-+-+.;::-.:::-+--+.:;:-.:::-+...,.:::--=':.::::;::-::.:::--+.:::-.:::-+-+.:;:-.:::-+--+.:;:-.:::-+_.:::-::-='.:::-::.:::--+-.:::-~~Yft1i~t5JJJ1:~~~;~~0 . 'R •-,+-+-++-+-+-+-1-+-+-+-i[++-++-+x,-+s -+Ji-+-+-+-+-+-++l/+-+-+-1-+-+-+-+-+-++++-+-1-+-t-+-++ ==r~Vft111¼ tf~~~~=1;f~ ~QJ"-7:Qc-+l-,+-+-+++-+-+-t-+--+-+-+-++/+S-;,,=:=:~~~::::::=~+y+++-+-+--++-+-+++++-+-+-t-+- -r1\2f~~f'1X19-'t.~o/Vl~E-1S1" iqLp,;tU ~1llU::t::l::t::i~tog:fj;:;._,_._mT• --,...,.,;.,.k-f,q..· +' ++-+-+-ri--+--+-+-+--+-+-+-++++++++++++ -'AND-TM UST. Bla06:"··-+-+-+-+--+-+-+-+-+-+-+-•-++-+-++++++-'R{)U O++++-t-ll'-+-+-+-+-+-1--+-+-+-+-+-+-+-+-+-+-+-+++ --fAPf'(NG SADD&Et-Wlj17jl A . ROUND -'-' E,WI ""rrQ"rc,A TE-VAie t-+AN/j) 8-09 ~~ -1~-~97 ++-++-+-+-+r<-+-+-+-++++-+-+-+--+-+-+-++++-++--+-++-++-+-+-+-1-+-+-+-++++-+-+-+--+-+-+-++1,++-+-1-+--+-+-+--+-+-+-+-+-+-+-+-,i-4-+-+-+--+-+-+-+++-+-+-+-+-+-+-+-+-++-+--+-!e='l~t~IIE:~':.i~·d-~-!t·t~d_J~'41'-"f-'-Rt"' E,¥D~IJ'i'"c"F-4R',;qe,.q·~,J£:l~!=it++++++=!=1=1=1Z•++-i+_+,-,+-,-+_1-1-i f--rc ,-•-t:'.• +++++;+=1=1=J:::t;;+-++++-+-+-+-+-t-+- _...,~-:.,.~,J!l./.;., S;i;,;t.-e,'J.~.J;-~~,C"K~'j_~~f=,1=,~-e_t_-t_t°:':;_':;_~~•"-.,_j-_;~r-+r-++--++--+_;,l;:-l-_t-_;_;_j-_+r;;:-+19-+ll-+64-+f--.~l-+-~l-. t-'76+-'1,+H--+,.,++,.,c-H J. ~• ~O,VER Ml~.-+--+-+-+--1-+-1-++-1-+-1--11-1-1-+--1--1-++-1-+-+-1-+-H--l--l-lH-+-1-+-~ieel-.--=i-1b-f-+-+--l-++-+-tr-t-+-f-/+-+-~ J.5' COVER , MIN.e-'+-· ++ --1,/R :JSL ,QCKt+tt+++-t+-1-+t+t-lt-+t+-t+-1-+t+++++++-+-1-+t-++++t+!1-+b,i"/t-F.J'r.5;-'-iC--;O--;VE.'7'-'Rc::Mi'"!c'N~i:-- -_ .1.1-t l \ _,, I .;' u--1=ttttttiiiij=tttttiiijjj=tttts:tiijj;ij/#/'?'N;;::H/'H+t+l+t++++.'±:-H.sl0:..'lf,1,.l'f',7t'5:.-:.8'hl\1E,1"R'J.., '",1..-H+l+t+t-~ a. "4' ~ ~-~-1f--'Bf,VC/-Wf1l'!_f tl.0.C. -++-+-+-+-++++++++++-+-+--+-+-+-1-+-f-+-t-+-il++++++++-t'"I'' "1"'4-f~+'"\8::~~5"'1,f,"'f-1-+-t-+-+t+++++++++++-+-++-t--+-+-++ j=~~ttt+++=+=+~=~~tt++++=+~~=~ttt~•,+=+.41-1-,li l7 1 f--!262• 6 Blt-',1-+-+-+-+++-+-+-+-+-f--+-+-+++-+-+-t-+-t-+-+-+-+++-+-+-+-+-t-+-+-+-++-+I l+-1-+--+-+-+-t1-++-+-+-+:.-,,-;1-+-1chn2% ' ~ I =EEftttt33EEEEfttttt3=EEEEftttja3=EEEE~~!~~j.j16'j~:~E1Erf1~t'ttfil±IIEEHEEilIEEHH -+-1-+-+-++++-+-+-+-+-1-+-,n-o'~ ~on•b.r'+++-,11c+·v,'1 tl/+-➔1+1>-+++-+-+-+--+-H~++-,-+-+-+-+-+-+-+-+-++++-+-1-+-+-++-+++-+-=tttl:ttjj:::ttttltl:ttjj:::ttttltl:tt~;;J;;;t;.tt V ' I / 'I ---v / ~·\,-++++++-+-1-+-t-+t·+-+++-+-+-+--+-+-+-++++-+-+-+-+-++ ll"'li I / , 4.A-.Ll 1 .,..,,~ I II , -+-+-+-+++++++-t-+-+-++++++-1-+-1-+-++11+++++-t-+-hi-BcO , 5.42~+++-+-+-1-+l-t-+-++++-+-+-+-1-+-+-+-+++- -+-t-+-++++-+-+-+-1-+-+-+-++-+-+-+-t-+--+-+-+-,l-+-+-+-+-t-+-'l-+-+-+,t-. 51 '~,-, 2.90 5. I I I ' , I \ -+-t-+-++++-+-+-t.-+-+-+•ro-110 QO ~ : / / 1 '~ -7 •-r' I ti, 1..., i .. .a =r=l=+++++=+=+=l=lr=!=tl!T~~'!fiiF,~rtfiPil.M~+l4=r+Kl=l-~1og;·.,,~,1~a!:j.O?;J1~c-vE~. !i;Rf-:f:Pcps~A-A, c-/9.ft5~.5p,~ 11-?i~ BEf/1~-WITH 'r·P· 04-•-I ~E D 1.11 ~257,5o~a-p --+-+-+-++++-+-+-+--j-++256,e B,R.-+--+-+-+-++ 1 ++-+~1+-j-+-+-+-,-+-~ft-{D_r-ft'l+Pi!_ -··' .G:. • ' · • • -+-t-+-+-+-t--t-t-t-Hf-+-t-+-T-+-t--t--t-t-+-H-t-.t-1 _+-+1 -t-t,ri-+-H-t-t\1-H,2§~.T7r B,f'r+-+-+-+-+-+-+-+-+-+-+++-+-+-+-+-+-+-+-+--+-+-+-++++-+-+-+--j-+-+-+-++++-+-+-j1-;-f 1-@1£-'A-0 +4-+-l--ll-+-l-l-+-ll-++-+-+-l--l-+-H--l--l-++-l--l-+--+-+-1-+++++-t--l-1-+- , , , 1 _ -J· k~dl -,k4~o-w7E ~ 11 ,I I I I I -£-SERVIC IF\ PROFILE ~ 21+70.00 2" WATER SERVICE 9 SCALE: 1• = 10' (H), 1• = 2' (V) SCALE: 1• = 10' (H), 1• = 2' (V) PROFILE ~ 21+81.42 4" FIRE SERVICE \ \. DWG. NO. 536-1B ~POXY LINED PER LWD STD. SPEC. DIVISION 2 PART 5 SECTION 502-1.1 AND COMPOSITE COVER PER LWD STD. SPEC. DIVISION 2 \..V SCALE: 1" = 10' (H), 1• = 2' (V) T 2 SECTION 206-J.J.2 \ ~ ~S_EWi_E_R_~_B_L_E----.------,------.----,-----r---,-----------.-------,------,------.--------.------,----, "'A"\ PUBLIC SEWER LINE "A" . ~ II DIGA ~RT ,,, 811 --.J}_,/ SCALE: 1• = 20' GRAPHIC SCALE 20' 0 20' 40' ' 60' NOT£ PR/VA TE ON-SITE UTILITIES PER DWG. NO. 536-1B. NOT£ FOR EXIST. AND PROPOSED EASEMENTS, SEE SHEET 4. II AS BUILT" P.E. EXP. DATE REVIEWED BY, INSPECTOR DATE >----+--+------------+---+---+--->-----I I SH9EET I CITY OF CARLSBAD ~2 ENGINEERING DEPARlMENT L._2U ::==::'...::::=========:'..==~ 1----+----+----------------+----11----+---+----t ROUGH GRADING PLANS FOR: LA COSTA TOWN SQUARE ,;;i 111-ofESS/o~~ PUBLIC SEWER IMPROVEMENT PLANS ,ff 1y.,;__~ c: ~ ::::G=R=2=0=2=2=-=oo=o=,===============~ "" "' o_... \\,-;1"'!ilv.,-t----t---t-----------------t----t----it----t--"1 APPROVED: JASON S. GELDERT { ?! ,f;;__ JI. /(', ,,,,.,.,,✓1---+--1------------------+--+----ll----t---l ' 0 • -· ----:u ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE .. * "'-" c,v1 I, ;$;'"' DAlE INITIAL DAlE INITIAL DAlE INITIAL PROJECT NO. DRAWING NO. "J-(' o, c~'-'~cr1; t.:E:NGI:N::E:ER:_OF~w:OR:KJ_ __ _:_R:_::E:_:v __ ,s:_:1.::.o:_:N_::_D.::_ES.::_C.::_R __ l.:_P __ r __ 10:_:N.:_ ___ Lo:'..'.TH'.'.'.E::R~A:'.:'.PP:'.'.R'.'.:ov'.'.'.AL:..l~ciTY~Af':'.:'.:'.PR:'.o:vM.~l..::2:::~::D::::::~::~:=: ;~E~H=~E=-~=C=T=2=0=1=7==0=0=0=3:::.:=5=3=6==1=A::::..J DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 Pl o t t e d : 2/ 1 5 / 2 0 2 3 1 1 : 1 1 A M S : \ 7 6 8 8 2 L A C O S T A T O W N S Q U A R E \ 0 3 D W G \ R G P \ 7 6 8 8 2 R G 1 0 . D W G - c o l e . f a r g o MBI "'-~ ~ :::----. ~ ~ ~ ·~~~~ ~ ~ ii--..~~~~ . CURB, GUTTER, SIDEWALK,--::--~~ . AND PA Vf:MENT REMOVAL " •! PER SDRSD G-11 (TYP. -----; E~G_H ·. SIX F DR/Vf:WA Y) . . ... ----~ ~ -F-A WCUT . . FOR ON-SITE GRADING PLANS, SEE SHEET 4. <1v1·~2'¾)~2 ii . - 2. 5 • GRIND AND O Vf:RLA Y 50' BEYOND EACH EDGE OF TRENCH, CURB TO CURB WITH PG64-28PM 12+85.00 LA COSTA AVE:. CONNECT TO 12" MAIN, 6" TAPPING SADDLE WITH 6" GATE VALVE: AND 6" TO 4" REDUCER, WITH THRUST BLOCK PER OMWD STD DWG. D-2.2, 273.27 BP 2.5" GRIND AND OVf:RLA Y 50' •. _BEYOND EACH EDGE OF TRENCH, 'R 'v.J 8) ··.·.· CURB TO CURB WITH PG64-28PM ' NOT£ FOR PROFILES OF SERVICES, SEE SHEET 9 X II f\ • NOT£ X PR/VA TE ON-SITE UTILITIES PER DWG. NO. 536-18. I I --1 I I I I-~ .... ~ e 1-,.. 10 I Ill I I I\ 1 2 PUBLIC WATER DATA TABLE <> tJ./BEARING RADIUS LENGTH DESCRIPTION 1 N13"21 '01 "E --50.00 4" P.V.C., CL. 305, DR-14, C-900 2 N13"52'39"E --3.50 4" P.V.C., CL. 305, DR-14, C-900 3 N35"00'10"W --2.85 2" COPPER TUBING SCHEDULE "K" 4 N35"00'10"W --48.15 2" COPPER TUBING SCHEDULE "K" 5 N13"00'21"W --50.0D 4" P.V.C., CL. 305, DR-14, C-900 PUBLIC FIRE DA TA TABLE c:::J tJ. /BEARING RADIUS LENGTH DESCRIPTION 1 2 N13"41 '37"W --54.12 10" P.V.C., CL. 305, DR-14, C-900 N35"00'10"W --53.50 4" P.V.C., CL. 305, DR-14, C-900 PUBLIC RECLAIMED WATER DATA TABLE tJ. /BEARING N02"32'42"W N02"32'42"W RADIUS -- -- II • - LENGTH 34.59 2.56 GRAPHIC SCALE DESCRIPTION 2" COPPER TUBING SCHEDULE "K" 2" COPPER TUBING SCHEDULE "K" II AS BUILT" P.E. EXP . DATE . . ·. i6+48.82 i.A COSTA · 10+00.00 DWY. "A" ~ ~~,~;.._._,._ ---'-f,' 1,1.\'I· __,, -~ I ® r,.,1 ?~ -+---h ~:-7 ""'-=·····.· .. · .. :Ac ·· J., l).tl :/7+57.00 LA COSTA A VE:. --Y ----~~; · ... ·-~·:_,::.. , ~ ~ ,-/-REVIEWED BY• ------ ----------- 8" MAIN, 2"X8" WET TAP FOR 2· RECLAIMED WATER SERVICE WITH 2" METER AND 2" BACKFLOW, THRUST BLOCK PER OMWD STD. DWG. NO. D-3.3 2.5" GRIND AND OVf:RLA Y so·-~ BEYOND EACH EDGE OF TRENCH, CURB TO CURB WITH PG64-28PM TO 12" MAIN, 6" TAPPING SADDLE WITH 6" GATE VALVE: AND 6" TO 4" REDUCER, WITH THRUST BLOCK PER OMWD STD DWG. D-2.2, 263.22 BP □ 1 2 3 4 CONNECT TO 12· MAIN, 12·x12·x10· TEE WITH 10" GA TE VAL VE: WITH THRUST BLOCK PER OMWD STD DWG. D-2.2, 262.88 BP CURB DATA TABLE tJ. /BEARING RADIUS LENGTH DESCRIPTION N76'38'59"W --5.00 6" CURB AND GTR. PER G-2" NB 7°22'11 "E --5.00 6" CURB AND GTR. PER G-2" 0'59'00" 968.00 16.61 6" CURB AND GTR. PER G-2" N54"59'50"E --16.39 6" CURB AND GTR. PER G-2" NOT£ ALL CONCRETE WITHIN PUBLIC ROW SHALL BE PER GREEN BOOK SECTION 200 AND 201 WITH 560-C-3250 CONCRETE, AND 6" MIN CRUSHED AGGREGATE BASE. NOT£ FOR EXIST. AND PROPOSED EASEMENTS, SEE SHEET 4. 20· 0 20· 40' 60' INSPECTOR DATE fsHrnl CITY OF CARLSBAD ~ 1----+-----1--------------+---+----<1----+-----:::~=0=:'....=::==E=N=G=IN=EE=R=IN=G=D=E=P=AR=lM=EN=T==::'....=:L..I.U=2~ 1----+----1--------------+---+----fl----+----1 ROUGH GRADING PLANS FOR: LA COSTA TOWN SQUARE 1----+----1--------------+---+----fl----+----1 GR 2022-0001 PUBLIC WAlER IMPROVEMENT PLANS w ~1=;-----t----t--------------t---t-----t---t---1 APPROVED: JASON S. GELDERT 1----+-----1--------------+---+----<1----+-----ENGINEERING MANAGER PE 63912 EXPIRES 9 30 24 DATE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1--DA_lE---""-IN_lll_A_L +-D_AlE_..,__INl_llA_L-1 CHKD BY: -~ OTHER APPROVAL CITY APPROVAL RVWD BY: EHE PROJECT NO. DRAWING NO. CT 2017-0003 536-1A DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 MBI SITE SPECIFIC DATA PROJECT NUMBER 15206 PROJECT NAME LA COSTA TS P J PROJECT LOCATION CARLSBAD, CA STRUCTURE ID MWS I TREATMENT R[QU/REO VOLUME BASED (CF) FLOW BASED (CFS} N/A 0.903 TREATMENT HGL AVAILABLE (FT) N/K PEAK BYPASS REQUIRED (CFS} -IF APPLICABLE OFFLINE PIPE /.14TA I.E. MATERIAL DIAMETER INLET PIPE I 278.43 HOPE 18" INLET PIPE 2 27720 HOPE /8" OUTLET PIP[ 276.68 HOPE 78" PRETREATMENT 8/0F/LTRA TION DISCHARGE RIM ELEVATION 288.76 288.76 288.76 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAME & COVER ¢JO" OPEN PLANTER ¢30" WETLANDMED/A VOLUME (CY) 36.50 OR/ACE SIZE (DIA. INCHES) •2.84 EA NOTES: PRELIMINARY NOT FOR CONSTRUtnON. ENGINEER TO SU WETLANDMEDIA BED INLET PIPE I SEE NOTES PATENTED PERIMETER VOID AREA PRE-FILTER CARTRIDGE C/L DRAIN INLET PIPE 2 DOWN LINE Sff NOTES PLAN VIEW C/L VERTICAL UNDERDRAIN MANIFOLD OlfTLET PIPE Sff NOTES 288.76 RIM/FG UPSTREAM BYPASS ILL CAGE J..c::::__::::,.1 _________________________ 1 __ -------------- - ---------_J..c::::__..::::,'""" REQUIRED. ¢6" INTERNAL PIPING REQUIRED. INSTALLATION NOTES I. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQU/REO TO OFFLOAD AND INSTALL THE SYSTEM N>ID APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATEO IN MANUFACTURER'S CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER I I I RECOMMENDS A MINIMUM 6" LEVEL ROCK BAS£ UNLESS SPECIFIED BY ~---~=~------------+-++----------------~ THE PROJECT [NGINffR. CONTRACTOR IS RESPONSIBLE FOR VERIFYING TREATMENT HGL/ 1 PROJECT ENGINffR's RECOMMENDED BASE SPECIFICATIONS. UPSTREAM B>?ASS I 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING ------------t PIPES. ALL PIPES MUST 8£ FLUSH WITH INSIDE SURFACE or 21.8.43 1 CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF ,?.~/. IE IN I 277.20 OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. JE JN 2 ~ . ALL PIPES SHALL 8[ SEALEO WATERTIGHT PER MANUFACTURER'S I[ OUT STANDARD CONNECTION DETAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, ~ Fl.OW~~ MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR j COl{fROL VEGETATION PLANT ESTABLISHMENT MEO/A MANHOLE • "' ·' T I I ., -I\:, "i' • "' ·' 1 ~I ~ --- -19•1----8·-a·----19•1-I c-· ------.9'-4"--------i, LEFT END VIEW MANHOLE ·' T I • • 'i' 'i' -• I <o I BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED -, __________________ f!l~[_R _______ _ OTHERWISE. =' RI Giff'" 6. VEGETATION SUPPLIEO AND INSTALLED BY OTHERS. ALL UNITS WITH~ VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND B'i------------------24 ,_0• _______________ -..j8•~ TREATMENT FLOW (CFS} 0.903 INSTALLED BY OTHERS. ------------------25'-4"------------------I 7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR OPERATING HEAD (FT) 4.4 ACTIVATION OF UNIT MANUFACTURER'S WARRANTY IS VOID WITHOUT ELEVATION VIEW ,_P_R_ITR_EA_TM_f>_N_T _LQ_~_DIN-G-RA-TE-(G-P-M/-~-F)----+--2-6----1 PROPER ACT/VA TION BY A 810 CLEAN REPR[S[NTA TIVE. . GENERAL NOTES WETLAND MEDIA LOADING RAT£ (GPM/SF) 1.0 /. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPEC/AC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT 810 CLEAN. ' 3' BENCH\ 5' ,_\ (/,. . . . PROPRIETARY N>ID CONFIDENTIAL. .D°EfLANbS· THE INFDRMAOON CONTAINED IN THIS DOCUMENT IS THE SOI£ ™5 PllOt!IX:T IIIY BE l'lll:1ITT1EII ff( OfC OIi /1:,f/E OF PROPfl?lY or FORTERP.4 ~ ns CO/JPAMES. !HIS [)(XIJMENT. r1E fOiUJ/1/NS IJS PAlfNlS: 1.~ 7.4~~ NOR NU PART THEREOF, /MY 8£ /JS[[), R[PRO{)()C[f) OR MQlllFf8) 1.m,78; ,UO,t,,6; l1EWW FOl?DG1I PNEm Oli IN Alf'f MANNER WITH OiJT TH[ WRffTEN CONSf/ff Of FOfi'lfRW,, -~- DETAIL ~ MWS #1 SEE SHEET 5 ,. ......... Cam MWS-L-8-24-12'-0"-V-HC STORMWATER B/OFILTRATION SYSTEM STANDARD DETAIL 24" SITE SPECIFIC DATA PROJECT NUMBER 15206 PROJECT NAME LA COSTA TS P 3 PROJECT LOCATION CARLSBAD, CA STRUCTURE ID MWS 2 TREATMENT REQUIRED VOLUME BASED (Cf) FLOW BASED (CFS) N/A 0.064 TREATMENT HGL AVAILABLE (FT) N/K PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE 2.0 PIPE /.14TA I.E. MATERIAL DIAMETER INLET PIPE I N/A N/A N/A INLET PIPE 2 N/A N/A N/A OUTLET PIPE 273.60 HOPE 12" PRETREATMENT 8/0FILTRA TION DISCHARGE RIM ELEVATION 278.35 21.8.35 278.35 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAME & COVER 24" X 42" OPEN PLANTER N/A WETLANDMEDIA VOLUME (CY) 1.7.3 OR/ACE SIZE (DIA. INCHES) ¢1.22" NOTES: PRELIMINARY NOT FOR CONSTRUCTION. INSTALLATION NOTES I. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM N>ID APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND TH£ MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECJF/EO BY THE PROJECT ENGINEER. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING PROJECT ENGINEER'S RECOMMENDEO BASE SPECIF/CATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION DETAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION or ALL PIPES, RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR BRICKS TO MATCH COVERS WITH FINJSHEO SURFACE UNLESS SPECIFIED OTHERWISE. 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR ACTIVATION OF UNIT MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A 810 CLEAN REPRESENTATIVE. GENERAL NOTES /. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHN>IGE. FOR PROJECT SPEC/AC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT BIO CLEAN RETAINING WALL PER•----1 ~j;::!%~~ SDRSD C-2. T. W./T.F. ' I • 2' CONCRETE DITCH@ 3' BENCH 289.3 T. W. 289.3 F.S. 288,6 T.F. . -<.•7 Ill -,;"-~o,oc o PER PLAN ~ II • - FUTURE 4' P.C.C. SIDEWALK RETAINING WALL PER~- SDRSD C-2, T. W./T.F. A t;,:c.::;•·;:•":i.,=~"<?-,, C :::~::,EN SWALE -8' PER PLAN FUTURE 4' P.C.C, SIDEWALK FUTURE CURB AND GUTTER 277.0 T. W. 277,0 F.S. 276,3 T.F. D RETAINING WALL PER SDRSD C-2, T. W./T.F. PER PLAN 1: 1 (H: V) MAXIMUM VERTICAL BACK CUT PER GEOTECHNICAL REPORT '---FUTURE 5' P.C.C. SIDEWALK CONNECT 4" PERFORATED P. V. C. WALL DRAIN TO NEAREST BROOKS BOX PER PLAN SECTION ~ ENTRY WALL GRADING 1 1 NOT TO SCALE STORM DRAIN DATA TABLE □ iJ. /BEARING RADIUS LENGTH DESCRIPTION 1 N8977'07"E --165.29 8" P. V.C. 2 N26.05'56"E --16.48 8" P. V.C. J N72.50'28"E --20.93 8" P. V.C. NOTE: ALL P. V.C. TO BE SDR-35, ALL H.D.P.E. TO BE WT-JB, WATER TIGHT JOINTS REQUIRED. ~\\ - EXIST. SLOPE TO REMAIN --.::...:'---=ii I - -279,5 T.W. 279.8 F.S, ~~279.0 T.F. _276.8 F.S. - -276.0 T.F. -~ 291.2 T.W. 291.2 F.S. 290.5 T.F. 811 DETAIL ~ WALL RAMP SLOPE SCALE: 1" = 20' !290,50 SGI AV£NU£ AND 8" STORM DRAIN ¾' ' ' ' ' MODIFIED TYPE "B" DITCH PER D-75 T. w. 287,5 F.S, 286,5 T.F. 290.5 T. W. 288.9 F.S. 288.4 T.F. 285.1 F.S. 284.4 T.F. 286.8 T. W. 286.8 F.S. 286.1 T.F. 280.9 T. W. 275.1 F.S, 274.6 T.F. /4-itt--- 7 7 T.W. nt---,-<::._ 275,0 F.S . 273,9 T.F. - C 8 DETAIL ~ DITCH NOT TO SCALE ~\',ofESSIQy~ Q ,ff q'<""-1< C. " "' 0 (/J ,._ a: , a "'f _ P. , J < , .. o.C7u666 it <I'..-C/y\\.. ~ Q ~IJ ,. ,$,~ '11-e cf>-1-'~ cJ1; Of' GRAPHIC SCAL E --------20' 0 20' 40' 60' } "AS BUil T" P.E. EXP. DATE REVIEWED BY, INSPECTOR DATE SITE CURBING BY OTHERS CURB OPENING PEAK HGL C/L WETLANDMEOIA BEO PRE-FILTER CARTRIDGE PLAN VIEW C/L --1- 278.35 RIM/FG FLOW COl{fROL RISER IE OUT 6._] L4·-o·__J L6-. ~s·-o· ~ · ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: TH£ DESIGN ANO CAPACITY OF THE PEAK CONVEYANCE METHOD TO B£ R[VJ£WED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASS[SSEO TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND B>?ASS CAPACITY SHOWN ON DRAWING ARE USEO FOR GUIDANCE ONLY VEGETATION PLN>IT ESTABLISHMENT MEDIA • "-,Jj' tr • • J~ "' . .... ~. •. 0 0 u \. ,A R PROPRIETARY AND CONFIDENTIAL: ~ETLANDS THE INFORMArJON CONTAINED IN THIS DOCWfNT IS 'fH[ SOI.£ FWOPERrr OF FORTm/<A AND rrs COUPANIES. THIS OOC/JM£t«, w:,=.~=-~~~4%.::-IT NOR ANr PART THEREOF,. /MY 8£ USED, R[PR(l[JUC£{) OR Bio 6 Clean l,61f,Jll/; ~~8r6; RHA/W f/J1/EJGI/ ~ OIi //'I Alf( MANNER WlrH our 'fH[ WR/lT[N CONSENT (}F FORTERRA -~-,. ......... Cam DETAIL ~ MWS 2 SEE SHEET 5 DAlE INITIAL DA.lE INITIAL DAlE LEFT END VIEW T • "' ·' .... 6".MIN. BASE RIGHT END VIEW TREATMENT FLOW (CFS} 0.07.3 OPERATING HEAD (FT) 3.4 PRETREATMENT LOADING RATE (GPM/SF} 2.6 WETLAND MEO/A LOADING RATE (GPM/SF} /.0 MWS-L-4-6-4 1-8 11-C STORMWATER 8/0FILTRATION SYSTEM STANDARD DETAIL ~ CITY OF CARLSBAD ~ ENGINEERING DEPARlMENT 1 2 ROUGH GRADING PLANS FOR: LA COSTA TOWN SQUARE GR 2022-0001 SECTIONS AND DETAILS APPROVED: JASON S, GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE PROJECT NO. DRAWING NO, INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Et,,1E CT 2017-0003 536-1A DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023 BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY, THE EOW MUST PROVIDE: 1.PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2.A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3.PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. BMP NOTES: PARTY RESPONSIBLE FOR MAINTENANCE: NAME ADDRESS PHONE NO. CONTACT PLAN PREPARED BY: NAME ADDRESS PHONE NO. CERTIFICATION COMPANY HYDROMODIFICATION & TREATMENT CONTROL 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. SIGNATURE WOODSIDE 05S, LP STEPHEN C. OTT SB&O INC. 3990 RUFFIN ROAD SUITE 120 SAN DIEGO, CA. 92123 (858) 560-1141 1250 CORONA POINTE CT. STE. 500 #202 CORONA, CA. 92879 CRAIG MORAES (760) 535-2333 QUARTERLYTC-32 760 SF.536-1A 4,5 SEMI-ANNUALLY BMP TABLE BMP ID#BMP TYPE SYMBOL CASQA NO.QUANTITY DRAWING NO.SHEET NO.(S)INSPECTION FREQUENCY MAINTENANCE FREQUENCY 2 BIORETENTION AREA PE C70666 TREATMENT CONTROL 3 QUARTERLYMP-40 2 EA.4 SEMI-ANNUALLY4MODULAR WETLAND 536-1A 1 QUARTERLYMP-60 4,980 CF.536-1A 4,6, DETAIL SEMI-ANNUALLYPIPE (CISTERN) & STRUCTURE TRASH CAPTURE BMPs 6 QUARTERLYMP-52 2 536-1A SEMI-ANNUALLYTRASH SCREEN SOURCE CONTROL STENCILS SD-135NO DUMPINGDRAINS TO OCEAN 9 536-1A ANNUAL ANNUAL THIS SHEET 4, DETAIL THIS SHEET 4,5,6, DETAIL THIS SHEET STORMTEK DETAIL THIS SHEET OR APPROVED EQUIVALENT. PER PER STORMTEK DETAIL THIS SHEET OR APPROVED EQUIVALENT. EXISTING MBI DocuSign Envelope ID: 86B70409-EC25-4B26-8CC4-A582D5157AF0 3/7/2023