Loading...
224 EUCADIA DRAINAGE & SF-. FIDRCE MAIN WORK TO BE DONE CMD95A & CEE97A IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS: THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARDS REFERENCE DRAWINGS. S.D.C. SAN DIEGO COUNTY S.D.W.D. = SAN DIEGUITO WATER DISTRICT RM DRA OW 1 STO IN SYSI • S.D.P. = SAN DIEGO PRECAST S.O.R.S.O. = SAN DIEGO REGIONAL STANDARD DRAWINGS NO. ITEM & STD. DWG. SYMBOL QTY 1. PROPERTY LINES & RIGHT OF WAY 2. FLOW DIRECTION IN EXISTING SWALE _ - • RCP BLOCK 0 AS S 'ET TO PONTO BEACH 3. UNLINED EARTH TRAP. CHANNEL (SEE SECTION B -B. VARIOUS SHEETS) GENERAL NOTES 4 U SECTIONHCTCAUSES HEFTS) WING ~ T B TRE • BLVD R . R . AVE 5. WING TYPE HEADWALL L (SDRSD D -34) 6. TYPE A -4 CLEANOUT (SDRSD D -9) W/ M.H. LOCK PER M -4 TYP. 7. STORM DRAIN CLEANOUT / SEWER ACCESS BOX UMON STREET TO ORPHEUS AVENUE 1 THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE • PER DETAIL SHEET 2. M.H. LOCK PER M -4 TYP 12" PVC WITH CITY OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY B. 12" PVC ( SDR -26) ENGINEER. _ _ 2 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 1 18" RCP _ — CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE f • 10. 24" RCP/ HOBAS OR POLYCRETE 24" RCP PROJECT BOUNDARY. 11. TYPE G INLET (SDRSD D -B) 3 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY • W /BMPCB SERIES CATCH BASIN FILTER (DC SERIES, MODEL L.E.) SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 12. TRENCH RESURFACING CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. AD rlFJE (PER DETAIL SHEET 2) 4 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 'ET NORIM SHOWN ON THESE PLANS WERE OBTAINED FROM A BASE UTILITY MAP • 13 W TYPE "B" INLET /BMPCB SERIES CATTCH Li PLOTTING FROM THE CITY OF ENCINITAS DEPARTMENT OF PUBLIC WORKS FILTER (DC SERIES. MODEL L.E.) AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE W 14. LIMITS OF GRADING — PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES 15. 14" PVC ( C -905) SEWER LINE & DATA LABEL L23 SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 16. JACKING AND BORING OR RECEIVING PIT 5 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 17. INSTALL SEWER ACCESS FITTINGS: I�STALL SEW. TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR 14" MJ (EPDXY) X 14" FL X 14" MJ (EPDXY) TEE TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE • (2) 14" UNIFLANGE RESTRAINED JOINTS ACCESS FITTI S EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 2 WATERPROOF LINK -SEAL FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT FOR (2) FLANGE SUPPORTS REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 18. TYPE "I" INLET (SDRSD D -29) W /BMPCB SERIES CATCH BASIN 6 A THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC FILTER (DC SERIES, MODEL L.E.) COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES CITY OF NC TAS AND SHALL COORDINATE HIS WORK WITH COMPANY 19. 14" PVC SEWER FORCE MAIN 14" PVC W. F.M. REPRESENTATIVES. TELEPHONE: 1 -(800) 422 -4133 DIG ALERT 8 THE CONTRACTOR SHALL NOTIF TH E PACI BELL TELEPHONE COMPANY PRIOR TO AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES ST AR T ING N EAR N ITIES CONTRACTOR'S RESPONSIBILITIES TELEPHONE: (619) 546 -3606 BY , C THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES, THE CONTRACTOR PRIOR TO STARTING WORT( NEAR COMPANY FACILITIES AND SHALL SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY COORDINATE WITH COMPANY REPRESENTATIVES. THE CITY ENGINEER, INCLUDING SHORING AND SHALL BE SOLELY TELEPHONE: (760) 633 -2709 • • RING INC RESPONSI CONF TO ALL LOCAL, S TATE, AND FEDERAL SAFETY D THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING COORDINATE WITH COMPANY REPRESENTATIVES. SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY TELEPHONE: (760) 806 -9609, ext. 2257 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. E THE CONTRATOR SHALL NOTIFY SOUTHERN CALIFORNIA GAS COMPANY AT 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION LEAST TWO (2) WORKING DAYS PRIOR TO START OF ANY CONNSTRUCTION. AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY ARRANGEMENT FOR SOMEONE TO STAND -BY AND OBSERVE THE WORK CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH NEAR EXISTING SOUTHERN CALIFORNIA GAS COMPANY FACILITIES SHALL APPROPRIATE MONUMENTATION BY A LICENCED LAND SURVEYOR OR A BE MADE BY THE CONTRACTOR BY CALLING SOUTHERN CALIFORNIA GAS REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. COMPANY AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE ANY CONSTRUCTION. TELEPHONE: (714) 349 -5504 FILED BY THE LICENCED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, F THE CONTRATOR SHALL NOTIFY MCI WORLDCOM PRIOR TO STARTING BATIQUITOS AS REQUIRED BY THE LAND SURVEYOR S ACT. WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH LAGOON 4. THE LOCATION OF EXISTING BUILDINGS AS SHOWN ON THESE PLANS ARE COMPANY REPRESENTATIVES. TELEPHONE: (714) 783 -1175 CAR-SBAD APPROXIMATE. G PRIOR TO START OF ANY WORK THE CONTRACTOR SHALL NOTIFY ENCINITAS 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING NORTH COUNTY TRANSIT DISTRICT AND SHALL COORDINATE WITH SUB- SURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR COMPANY REPRESENTATIVES. TELEPHONE (760) 966 -6504, CHIP WILLET LA COSTA AVENUE CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR NCTO REP. RELOCATION, SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY, PRIOR TO BEGINNING OF CONSTRUCTION. IF DURING POTHOLING 7 THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND OPERATIONS, THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN IMPROVEMENTS REMAINING IN PLACE. NO LANDSCAPING OR THE NEW STORM DRAIN AND AN UNDERGROUND UTILITY, THE CONTRACTOR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE APPROVAL OF THE CITY. JOB SITE Z TIME FOR THE CITY TO MAKE REVISIONS IN THE DESIGN TO AVOID THE 8 THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS JOB SITE 1 CONFLICTS PRIOR TO THE START OF STORM DRAIN INSTALLATION. 0 AT ALL TIMES. rn 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND 9 ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY PACIFIC LEUCADIA INQUIRY INDENTIFICATION NUMBER, AT LEAST THREE (3) DAYS PRIOR TO OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE RUBLIC RIGHT OF OCEAN BOULEVARD START OF ANY CONSTRUCTION. WAY DESIGNATED TO BE PROTECTED IN PLACE THAT ARE DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE UNDERGROUND SERVICE ALERT (U.S.A.) 1- 800 - 422 -4133 CONTRACTOR AT NO COST TO THE CITY. 10 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. ATHENA I HEREBY GEPTIFY THAT I AM THE ENGINEER OF WORK FOR THIS Q RpFESSIO r �, 11 STREET yam► JOB SITE PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER � A. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION). �. THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE Q r1 q F BUSINESS AND PROFESSIONS CODE THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 9 ENCINITAS . y 11.4 3Q so�� SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE '� BOULEVARD ' ABBREMTIONS SAN DIEGO REGIONAL STANDARDS COMMITTEE). AND THE SAN DIEGO ✓ I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND w m NO 29577 m REGIONAL STANDARD DRAWINGS (MARCH 1997 EDITION). ,� SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFIDED TO A ct Exp. . 03/31/03 BC BEGIN CURVE REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WOF#<, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. �'l T"r BVC BEGIN VERTICAL CURVE C/L CENTERLINE CIVIL EC END CURVE OF CALIF EVC END VERTICAL CURVE m" WAYNE P 0, RCE 29577 DATE F/L FLOWLINE LF LINEAL FEET NOT TO SCALE LT LEFT PCC PORTLAND CEMENT CONCRETE RT RIGHT TC TOP OF CURB PVI VERTICAL POINT OF INTERSECTION Mal cu S REVISIONS APPROVED DATE REFERENCES DATE $ SCALE D ESIGN E D BY DRAWN F BY CHECKED BY APPR CITY OF F 4CINITAS ENG G DEPAR DRAWING NO. fl COUNTY OF SAN DIEGO BM 000140: 200' PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN APP VED IMPROVEMENT PLAN FOR: o � EAST OF INTERSECTION OF WY 101 & ENCINITAS HORIZONTAL N/A o� BY: � BY: BLVD, ON NE CORNER OF RR BRIDGE A23 -2B3 DATE 013 -DI � z' OVER ENCINITAS BLVD. STANDARD DISK IN �� L OY BODAS ALAN D. ARCHIBALD LEUCADIA DRAINAGE PROJECT CONCRETE ABUTTMENT STAMPED OC 140 1968 R.C.E. NO . 29577 RCE 2312 RCE 21869 VERTICAL N/A WA NE PASCO 3 -31 -03 � �/ EL- 77.489 EXP DATE: DATE: SA WORK PROJECT NO. CMD95A & CEE97A [ SHEET 1 OF 27 PE 815 i � NE Ems' y7 � 5 JASPER STREET GRAPHIC SCALE 1" -200' mmmmmlillllllllillln it LEUC.ADT A N� BOLLEVARD 0 200 400 600 2� � ST. 2 � A G - STREET NG STREET D 2 f DAPHNE STREET s rREET � � • ,,- F STREET D� Y. J` n APITER S aE LA COSTA AVEM STREET ,r NlAfIVf 6AOKFILL 16 JASON �/ ,� ., ��� GRAND VIEW STREET I 0.42 ' Q�FSET G� '�. }�►�� STREET '� p A VOf.ADO STREET PHOE BE' -' ��1. - C 14' 'j% EDGE OF TF;EM }i PVC (C -905) 1 STF+EET - SEDER MAIN �► aAUaS % . op STREET J �' JUPITER STREET END !4" SETTER OVER OF PIPE / STREET VA' DIANiA 14" PVC (C -905) A TtENA 5 STREET 9 ,�{ EDGE OF 17EM�T f SEWR AYIIN STREET 1 N4 TI BACKFILL =- NE R � SIN COMER -D E 24" STREET 5 A� (1 o-a • - DPAIN . - STREET PF�BE STREET MIN. S TOW (TYP.) \ ROM . '' • • 150 LB THREADED IT L V ANCHOR BOLT OR 0 COMPANION 24 ' R DR AIN �� SELF - DRILLING CONC. LANGE SUPPORT \ ' IE PER PROFILE DIANA STREET ANCHOR WITH STUD A • • MATCH O.D. OF FLANGE ' 2 NUTS ANC WASHERS PIPE STANCHION LOCATE AT BOTH ENDS OF ALL "TEES" EACH SIZE TO FIT FLANGE. SIZE AS REQUIRED TRENCH POSITION &BEDDING DETAIL WELD AFTER (TYP 4) PER MANUFACTUFAS COMBINED SEWER / STORM DRAIN �w ENGINEERING DATA. 3 ADJUSTING STANCHION NOT TO SCALE HEIGHT JASPER � � GROUT AFTER LEVEL IN'G I" MIN. LEUMOTA BLVD. STREET - FINISHED FLOOR NON- 59-PIW GROUT YPE t STRUCTURAL 3" MIN. _ 4 ATTACHMENT SEE LEFT N Y TYPE B." STRUCT. ATTACt�fIRIENT PIPE 6 * SUPPORT �- NO SCALE NO SCALE 1 1/2" C(R-D PLANE S EXISTING AC PAVEMENT V MAM-IOLE PER M-3 MAN TOLE PEA M-3 BEFORE O*RAY 1 i/2" AC OVERLAY 4" P T DRAIN LOCKING DEVICE PER M-4 LOCKING DEVICE PER M-4 (TYP.) (TYPE III C2 AR4000) TACK COAT EXISTING afFACE / STET ��(� C/L RC S ORM (TYP BOTH SIDES (TYPICAL BOTH SIDES) a~ STREET / gp►N M -3 MAN-L 24 " - - - - - �._ F CADW S 'TT/ WITH M -4 LOCK CTR SEW BOX ° ? 4" AC (TYPE III AVEME = !6 (TYP.) = INSTALL PETR)MAl B- ARiI000J b 3.5' LT CIL S.D. (TYP.) �i, �' OR EQUIVALENT 14" MJ (EPDXY) x 14" FL x 14" MJ (EPDXY) b4SIL STREET Q n, a -- - _ - ` - - - - AGGFEDBASE , _- _ _ _ INSTALL #ATERPP� LINK SEAL (2) - 14" U'VIFLANGE RESTRAINED JOINTS (TYP.) v 2. � 3' (g5X �' _ 95% COWACTION INSTALL WATERpRO(l� LINK SEAL TYP. C ur- is COWACTION) -'� - - ` PER MANAFACTU4ER'S INSTRUCTIONS ► - . (TYP.) 10.0' 2.5' PER MANLFACTLPER S INSTRUCTIONS (TYP.) 12" BOTH SIDE CIL 14 " PVC C -905 PIPE - - —' _ —_ — —' _ — -, - ►— Q ~ NEXT TO GUTTER hATIVE &IQ(FILL ThEN TO LIP ` NL' - a ` a OF GUTTER EQUATIO - - - -� Q EL PORTAL 20+73.73 LT S.D.= o ,�, a a ►n a a ti Q WGIN 14 SEWER 48 +97.59 "50.0 ' PT cv CIL 24 " RCP STORhI DRAIN Q `�' �- ° - - ti a BEmING PER STANDARfT ►., - ti .. - - - - - v �� 3 /4 "_pfD R7( ,� / 06 - 12.1 CIL HWY 101 (SD - 28) SPECIFICATIQN 3 CL STA. 6 OFFSET EOUATIOIU� 1' AtIVE TOP OF PIPE / u ° 18" RAP STORM DRAIN U g ' 20 +73.73 CIL STORM= 48 +97.59 "52.5 ' PT — — — — — — — — — — — — — — — — Q -'t' CIL HWY 101 (SO -2B) WATER TIGHT JOINTS 8- MIN 8" MIN o �, FOR ALL STORM DRAIN 1 �' MAX 12" MAX AGlAC,�fTA STREET a M - MAN PIPE MH PER M -3, LOCKING +� Q WITH M -4 LOCK (TYP.) _ OD GET GOOD 4 314' L�SFED RXK DEVICE PER M -4 g o " CTR S.D. BOX 24 ° ACp — — — — — - — -- — — ACTION IN THIS AREA ., 1.00' PT CIL S.D. (TYP) I CIL 24" RCP STORM DRAIN TRENCH DETAIL iE FOR RESIDENTIAL STREETS 2208' SECTION C-C NO TO SCALE NOT TO SCALE _ _ DETAIL OR C 1 1/2" (TYPE III D7 AR4 COLD PLANE REMavE EXISTING Ac PAVEMENT STORM DRAIN C.O. AND SEWER ACCESS STRUCTURE. f 1/2" AC OVER 0 E OVERLAY (TYP.) - INDICATES DETAIL TYPICAL OF AL S.D. C.O. AND SEW. STRUCTURES. 0) TACK COAT 4T ExISTING SUR�ACF OTHER INFO. PERTAINS TO STRUCTURE AT SA . 20 +73.73 ONLY BOTH SIDES � (TYPICAL BOTH SIDES) �I - - - -- NOT TO SCALE WATERTIGHT JOINTS FOR 8" AC (TYPE III 8- AR4000) J — — — 18" RAP ALL STORM "IN PIPE. INSTALL PETFAI�LAT ... ....... OR 7" (220 -C -2500) CCMrC. O27' .34' _ OR EQUIVALENT _ FOR ALLEYS. _ 8" CR.&fD AGGREGATE A -4 CLEANOUT - - . - TYPE TYPE A - G1EANgUT 3 l95X `- 16" (AU9,ED AGO. FOR ALLE J CLOPACTION) ~ j ` �' - . 951 COWACTION E N A A WATERTIGHT JOINTS FOR TM x T i i i l l 12' BOTH SIDES S CTIO TIDEFLEX _ E CEP MIEN— — _ I — 1 = 1 El ALL STORM DRAIN PIPE. NOT TO SCALE OLECK VALVE NEXT TO GUTTER _III =I I I=i ( E NATIVE _ _ 0.83' BY FED VALVE CO. INC. - FLOW TWN TO L IP _ - - - 24' MIN R/W R/W 31 v – a – OF GUTTER I - – 314' Dtro •t ROCK M I N ' M FLOW m 1 ABOVE TOP OF PIPE / SR'ECI CA pV .f 15 IN 26 a – TIDEFLEX TM / / / / / 18" PDD STOW DRAIN SAN DIEGO aCAN AVE HIGRINAY 101 SAN DIEGO STORM DRAIN PIPE FLOW ChECJ( VALVE AwTft - w BY FED VALVE Co INC. i RAILWAY \ — — — / R41LNAY 10 FESS /pN PROVIDE BOLT ON PR BOLT ON 8' MIN INSTALL K-AAIL 6 TEMPORARY 6' CHAIN — — — —� �— — INSTALL K-RAIL 6 TEUPORi4RY 6' (MAIN �Q� N � A P4S' ��' � /` PER E O CO VER Y2' w 38" LIW CWTR .CTIAN FENCE. LINK Q0hGTRJCTICN FENCE, ti j► O G, CAWT GET GO(X! REMOVE AFTER CCWETION OF PR)PM 24" REMOVE AFTER COWLETION D Z COWACTION IN THIS 3/4" (IiI�rED ROOK STORM GRAIN INSTALLATION. STORM DRAIN �� ADD 24 "_ �� OF STOW DRAIN INSTALLATION. u N o. 29577 � AREA H DETAIL TYPICAL E TION: S �" IN ExP. 3/31/03 WATERTIGHT JOINTS FOA C S C TYPICAL SECTION: * ALL STORM DRAIN PIPE. FOR HIGHWAY 101 CROSSINGS 11+16.38-20+73.73 20 +7373 95E 79.25 q � o crv». ` � p ���P PLAN: TIDEFLEX V ENCLOSURE PLAN: TIDEFLEX MULTIPLE VALVE ENCLOSURE AND ALLEYS NIT TO SCALE F CAS- NOT TO SCALE at W WW t Z DESIGNED BY DRAWN BY 7cHECKED BY �"� " REVISIONS APPROVED DATE REFERENCES DATE BEN SCALE MH PF WAP APPROVALS CITY OF ENCR*UTAS ENG �1G DEPARTMENT DRAWING NO. L ROY BODAS ALAN D. ARCHIBALD COUNTY OF SAN DIEGO BM OCO 140 200 K E Y M A P F O R PLANS PREPARED UNDER THE SUPERVISION OF RECOMME APP OVE o . EAST OF INTERSECTION HWY 101 6 ENCINITAS 4' _ �j-- _ BLVD ON NE CORNER OF FIR BRIDGE A23 2B3 HORIZONTAL 1 "-4 0 0' DATE: 3 Q1 BY: BY: LEUCADIA DRAINAGE PROJECT 013—D I a l §g OVER ENCDVAS BLVD. STANDARD DISK IN /I 1` a - CONCRETE ABUTTMENT STAMPED OC 140 1968 R. C. E. NO. 29577 RCE 2 3 RCE 21869 VERTICAL N/A AYNE PASCO EL-77.489 EXP. 3 -31 -03 DATE: 8 / O/ DATE: SHEET 2 OF 27 - - WORK PROJECT NO CMD95A � CEE97A PE 615 I , ._ - - -- - t -.. 1 { f _ - - i ui �j t + _ 3 Th J i + i - y." ... .. t a + 4 � _ M _ ; k �n d ' t k Z j �t + + t 1 , . R tiE_ - . .: . - SCALE HORIZ . 1 - 0 VERT - _ It __ _ _ 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 5 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 MARCHETA STREET 1 I r "_ r _ -- - - - -_. -- HIGHWAY 1Q1 _. i i 1 � .�- v Y 1 { r - SAN DIEGO NOP THtPN RA IL NAY ze � 8 I� r �► L•.t ..� ..}. i . _ . _ - ...__- - �-- -- ------ ._- ___._._..._...y_ -- :_....a.�,�.._. -.." __ ....�__ __..___� ._.___ +.... _...r--..._... __.. _,._ .... __.,-"_.._ A. i...__- .....:___...- __..._- j...- .._.._• - 2 - _ �.. .F- ° a - - -- -- - - - -- _ �_. _ _ — __ 7 _ k '�....r;.r �.. .,..,..,.,, -.. ...- .,..,.,. _,...._,..<,.....- ... - ...,- .,..,.,,...� -. . . ......... ..... .:..•.- �__. � '--`> --' � _ � @meo I olmo I ~' I @NN � =m► �► i��► ice► �► CUT TRAPEZOIDAL t PITG�4L •9g 75 y �j � 71 MATCH EX. PV= ... , , 71.01 FL I�ULCN A 1/EN P T :71.46 MATCH 2+100 z pppl . 71.6 MATCH EX. PVWT. _ Y yr. ,..•... Y ... -. -... r - v .... . -..�_, . ....,. -.. .. ... -... .�... �„ - - _ . ^.r •v.-'v _V ��"`. "�- "r`Ye: _• ✓� vv. �! . / ..Y....,.l.l. -�, _..... - �- �- @f _ "_... -/ � . ' eU -" �.= ` �....._•; ? � `- ; t� : • . �.. _ _ _ -. - .. Y 'i �`_ ^ >g..._.._ _ —, ." :i\ G '! .., � - t i 1 .- ' 1 l"I v --'" .. • � .-. ".v' � e�. +:2: - - . . .. � _ .. � ". X8 � �\ �Y'• � - ".•, � t - . �` \'t. , � y - -�� f f � _. - _._ -- --__., �;._ _. - ___._ _._�._._.... , . '_. (�"" r "`� f @D _. � � � � �; ,� .^ �^ - Y - •rv'v, °� ^: V'�.. --r ,c, -.. _ . ', �� r � t � �+� � � � �'r ,� � y� i ' � •: n - -�. 71 FL v- -: EX. PVhNT � •`'� �,, -Y. .. uj �- HAnD VOW TO BE DOLE J �7FTfFL Y vE AIFY agA INAGE ALOwG THIS � SAWCUT A ND REMOVE EXISTING PAVEhE•NT J � ORPHEUS TO FACILITATE N FLOW IN THIS RTEf ALIGNMENT. GRADING MAY hVT AND RECONSTRUCT NEW PAVING AND BASE p /� BE WGUIFED (TYPICAL). PER CITY OF ENCINITAS STANDARDS. -' y V O AVENUE BEGIN EARDLEN SWALE AS NECESSARY TO PROVIDE POSITIVE DRAINAGE NORTH RR TRACKS AR QPpFESS /0N EXISTING GROUI'rOD VARIES VARIES A/W O E A. p � K -RAIL W/ 6' VULCAN RR TRACKS Q� yN qs C.L . FENCE AVENUE —__—,a — 3 ' GRAPHIC SCALE 1 " =40 ' PLAN 0 m FULL TIME INSPECTI � II — u , No. 29577 m J , —� EX. F/L d REQUIRED DURING 2:1 SLOPE 2.'1 SLOPE Ram - - - TO REMAIN SCALE: HORIZ. 1 " =40' Exp.3/31/03 EARTHEN SWALE CONSTRUCTION OF " =8' � * EARTHEN SWALE. TYPICAL SECTION B-8 o ao 80 12 VERT. 1 TYPICAL SECTION A A s� ���,� �,�P DETAIL: SWALE TRANSITION NOT TO SCALE OF C pP NOT TO SCALE NOT TO SCALE W n� DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE MH PF WAP APPROVALS CITY OF ENCIlVITAS ENGINMUNG DEPARTMENT DRAWING NO PREPARED UNDER THE SUPERVISION OF RECOMME E AP P VED _ MPROVEMENT PLAN FOR: COUNTY OF SAN DIEGO BM 000140: 200 PLANS C � � z� EAST OF INTERSECTION OF HWY 101 & ENCINITAS HORIZONTAL 1 " =40' 4 0/ BY: C'• / / �j �� _ � BY: ,,(,A�1�1 ' BLVD, ON N , OF RR BRIDE A23- DATE SOUTH CHAN DRAINAGE o 13 — D I � a bb OVER ENCINITAS BLVD. STANDARD DISK IN �GNX�U EROY SODAS ALAN D. ARCHIBALO CONCRETE ABUTTMENT STAMPED OC 140 1968 R. C. E. NO. 295 77 RCE 323P2 RCE 21869 VERTICAL 1 " =8' WA NE PASCO EXP. 3 -31 -03 BBD/ DATE: ,D� WORK PROJECT NO CMD95A 6 CEE97A SHEET 3 OF 27 EL-77 1� - PE 815 i _.�._.. ._.._ _.___♦.__. ._,.,_- ...._.. _..._�. - °.2.. ....... .._;_... _ a_ ,._._ ". 1. a i -- -t � +- -_-.__ .. i. >, t t t- +� r 4 r q t � y� r.. r ..f. T .� .+- ..�_ �.. .,. r -$ _t_ .. s ..� � -. j i s I s 1` r r -1 T: t � ; - 1 _ t _ = a _ - - -- t i a ; t _ F i r , - -t " R OmLt _ SCALE; HORIZ. 1"= 0 1 _ 1�ERT . � =Q , - 417 - 1 - I - -1, A FT -. - - 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 MARCHETA EL POP TAL STREET STREET r t � T _ . _._ __ _ " -- _ -- �.� ___ P.__ _ __ _ _ _ _ - - - - - _ _. _ __ __ ___ H.�6HWA -1� sad o o; w .__ - i •, t _ - y o v o o SAN DIEGO NORTHERN RAILWAY le y K r t t _ __ _ T __. __- - __ - __ _.i _ __ ___ __ _. _._ __ _ _ -- - -i _. "�.. _.___._'.___- _'__ r_ _- _i _ .. _,._. ____-- •- ....._+ �.... -_. 1-- ..___- 1._....,_._�_..._��_._'-- --�__. ��_— -- -- ..y_- ...{._ ..."_.�... sump M-W Is-00 ice► .. �► - . M_81-_ wool € mow - VULCAN A VENUE �6t00 -_ Zi _ .___. _ _ - - �— - - - - --�' — - ---� -° - -- - 2 2 00 �3t 24 tOO 00 s _._.___,_.__' �� F,r- . ° ^r."`��'- .�, .. � t s ,: o ti. - r ; � tom. ,, o l 2 S � `� _ - _ - • --.._ ._._.� _�� _.`. �� _ t"�`r'�ti Y�.r� 1'l^ ✓-, -. ,.-- _.__.""_ t . I� � 1 ..� � r �a'fF- + � \ �° � � � ?, - } "���' -rY� _ � � _._.___..___. 1 .._....�_. _ ". ._ _.�. i iC_•L._. - �___._ W ORPHEUS HALCYON a A VENUE EhD EARThEN SWALE ROAD �- VARIES VARIES R/W -- pF ESS /p RR TRACKS 'K-RAIL W/ 6' A ECNUE -� X T COQ NE q ogNgl� _ 3 C.L . FENCE � �E�IS ING GFTaLA'vC � � FULL TIME INSPECTION I — — EARThEN SWALE mm REQUIRED DURING 2:1 SLOPE - 7LL 21 SLOPE PLAN No. 29577 CONSTRUCTION OF Exp. 3131 EARTr,EN SWALE. SCALE: HORIZ. 1" =40' � * GRAPHIC SCALE i " =40' TYPICAL SECTION B-B DETAIL: SWALE TRANSITION VERT . 1 ' =8 ' s Q N01 TO SCALE � CIV11 NOT 70 SCALE OF C 0 40 80 120 cu REVISIONS APPROVED DATE REFERENCES DATE B EN SCALE DESI iN ED BY D RAWN BY CHECK BY APPR OVALS C= OF ENCINnAS ENG G DEPAR DRA V4NGNO. i " ui PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN APP VED IMPROVEMENT PLAN FOR: O p COUNTY OF SAN DIEGO BM 000140: 2W' /!� h z l EAST OF INTERSECTION OF HWY 101 & ENCINITAS HORIZONTAL 1 " - 40' d BLVD. ON NE CORDER OF FFl BRIDGE A23 -2B3 DATE: V 3 BY: BY: 0 1 ea�lelt OV ER ENCINITAS BLVD. STANDARD DISK IN L OY BODAS ALAN D . ARCHIBALD SOUTH CHANNEL DRA INA G CONCRETE ABUTTMENT STAMPED OC 140 1968 R. C. E. NO. 29577 RCE 223 2 RCE 21869 EL VERTICAL 1 "`8' WA NE PASCO EXP. 3 -31 -03 DATE: 8 ®�� DATE: 8,,q WORK PROJECT NO. CMD95A & CEE97A ISHEET 4 OF 27 PE 815 _. _ - ,.. _ .. e t e' _-;._ y - t � ♦ � 4 , t •, 4 F � Y � t , t i .� _l . }._ '..._ .�... .�. + } � ; f A t ` _ - t - INS S1EW.i Af;CEaS FITTINGS - -- - - -- -- - } E � � } _ BLtGIN T �V C }- � W1~A_ } >- _ $ i - + 4 20 50 LF 144" 0. } _ a? Lt tv�w R _ I SCALE: HORIZ. 40 } 1 , - , { cn Cn 1 1 - ► flg 436.87 L . 1 1350 -0) RCP . .0.50% . - ! IE 58,36 } 34,48 .LF 18" - . _ _ .. _ - - _ i- - -- - - !. _.._ -- - a3 0 ACP , � o. % } t I LL f • — Iq 7 - + N - 4 -- . ._.-47... �.y _ 1 i 3 , ., 1 f 1 � t t { .._ _ ► N _ a 1 - -- - - - - _ Alit fA4L OFd'►� TO t s : i s i4i ALE: HORIZ. 1; —40 AW $PECIFTCA7TOIV� VERT 1 ,—Q t - { ; 1 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 NORTH A THENA BASIL COURT STREET STREET - f_ _ > r ' �a P G W PROTECT TE E'S IN PLACE _. .._ _yam.- ...rev _. _. i_. � I ._._ � Sta 20+75.73 LT .' 49+68.41 M-28) BC CIL 101- W 52.61 LT CIL 24 R11 - ' ' ' Lll - - _ - -- CIL 14" PVC SEWER 21 +44.55 - - -- - - _- IIkSTALI- A. SS FITT,�WG$, -- _ CQNTAACTAR j0 AEMOVE 6 AEINtSTAII Sta a0t71.�2.5i '.1.T - � ��4.2D' 0.42t' L T __ . _ �f` �tND �Lt S'1b'�f5 - & Wt1�1R�- ORAIN CAL J - L - TO CG�'Ti�CT SiflRF4 14" PVC SEWFR 7 CIL 14' PVC SEWER 6 37- r i 35. 2 " `� d- 2 23 '37 " P= 5765,00 - A =240.85 ' � SAN DIEGO NORTHERN RAILWAY Sta 0+00.00 Sta 20 +73 -'�- � - - - - -- -- LIRE 8 1+ PC 21 +09.15 22+00 C3 23 +00 _ TYPE A4 CIO = _ — — — �_ JACK 6 M INSTALL g Ci 20+75.732.51 ' LT PIS m 36' W1 WICALI Y 14 PVC E 20' MILD PlISLIC STOAN _ __ .. _._._'�'_.`___...�. _.. .. __.., _- ._._a. -- _.-- _._...- .- }_..._..__ .._.._--- F--:_...----. _.-- _._J-- __..__�._._.— �..._.- - .___.. . —._ _ _._.. .. _ _•--.._`_. �__- .- _- _;____,_-'-____.- .l_.___.a _ .. }. -r t ♦ a -___. 2t R11J1- . STEEL CAS } IAROTEC PLACE tit _ it -_- ' - — -� PROTECT IN PLACE ► • I Sac; , CgAIN E ASEMENT A9 FACILITY �ELEC — • -� LIRE A . N25 2@ 30 N 438.@7 — _ DOMWaE IBY SO�G6EJ — — — - --- — — — — — — — — 8 — CAUTIUit EXISTING CIS L IRE g � SEE SKEET t3 - -_ - -- — 1 +00 — � — — — — — E;�___ �� __ -_ __..._. N2744'04'1V 79.48' � - -- - -- — - 14 +00 16+00 17 S27 '53 37'E 436.48 ' 18+00 ^ . i 00 �' VULCAN A VENUE 1 w_ _ _. rr w : ._ - Y •; - -� -- msts. - - -_. ._.. __.. __._-' - --- - -- -'._.:___. -- _._ - x - _ . _ � - -- _. ..___- _.__._ _- - � 4-t uj U ' - � J ,rf r - r� FINISH GRADING HEADWALL PER SDPSD 0-34 � - - Q �pF ESS/p EXISTING GgaM Qp yN A. p SEWER LD�E DATA — 14` PVC C - 905 DEL L 1 N27 '53 "W 10.50' No. 29577 m L2 N27 '53 "W 4.00' 18 " STOIgM DPAIN PLAN d LLI Exp. 3131/03 x C1 4 '55 '41 " 286.49' 24.64 ' _ GRAPHIC SCALE 1" SCALE: HORIZ I"=40' I C21 4 '46'44 " 286.49' 23.90' �, CIV11. P� C3 2 '1439 " 5765.42' 225.82' DETAIL VERT . 1 " =8 ' s �Q' NOT TO SCALE � G A` 1F0 0 40 60 120 DESIGNED BY DRAwN BY i CHECKED BY cu REVISIONS APPROVED DATE REFERENCES DATE $ APPROVALS CrrY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 2 j — j � { .SCALE MH PF WAP BR PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN APP VED 'IMPROVEMENT PLAN FOR: c � COUNTY OF SAN DIEGO BM 000140: 200' _ z EAST OF INTERSECTION OF COFF 101 6 ENCINITAS HORIZONTAL 1"-40' 3 d BY: B LEUCADIA DRAINAGE PROJECT 013 - D I BLVD, ON NE ER OF F#1 BRIDGE A23 - 283 DATE : a OVER ENCINITAS BLVD. STANDARD DISK IN � G `' O '`' 0 R.C.E. N0. 29577 LRCEY223D2S ALAN R 2 14� PRESSURE SEWER CONCRETE ABUTTMENT STAMPED OC 140 1966 VERTICAL 1" E� -77 489 AYNE PASCO EXP. 3 -31 -03 DATE: 8g DATE: WORK PROJECT NO CM095A & CEE97A [ SHEET 5 OF 27 PE 615 NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText