Loading...
5986 ir Ft IFn IF= t 1,E - Ar 1E, Ft onsomw _, 4 // I p Ic is If EVVE11 F1 D-11 1W kilY S 700 OF ,1 STREET TO BASIL STREET AND 250 OF BISHOPGATE RD. TO LA COSTA AVE, CITY PROJECT NO. CEE97C 5 BAnourros u," CO5A Ate• � lA Z PROJECT SITE v o m 1 sNe o � R 1 Y t R f 1 f [ C O N N T— YN�1 ������ tP Rainbow �voc►p yN� gc� U-) d� OFaNbrook Polomor LID !� ` 3 BonsoN Warner Spltngo Of ollorr"O a JAN SS \ U S X San a � N c+ 4- Sal Yaq d U j0 ;�„ C°'''b°° E PROJECT S 1TE '""R' D 'Z 0 s �' SS l.uoaeia Pawqud Son a Crown R LWCAM BLVD. z Cadl f ° phrenl+.h 'j An WaIn S a' ` l y r 0 Solana Elead °Ra►cha ° PACIFIC OCEAN v ROP FS J � W MI Mar Santa F� o Aqua Cdkrt� o OMeaneo O Yount ` 5 ST o ,� Me s Santa* � � � PROJECT SITE � ST a�� z Podk Cojon yd* _ o Yis�}ort 800eh za ocean Bead) O �� BOUIOYad F O O land t\ Chula DrhunD Potrero F pRITh�� N u7 In Pat Beach T v Ysidro II E x l t a sZ N B Sj e ,.w• c� 7a LOCATION MAP D5� cn v NO SCALE Q� FOR VICINITY PREPARED FOR. VICINITY M AP CITY OF ENCINITAS No. 52053 z NO SCALE 1 �� EXP. 12 -31 -t V) ENGINEERING SERVICES — C DEPARTMENT O 505 SOUTH VULCAN AVENUE U W ENCINITAS, CA 92024 TELEPHONE (760) 633 -2770 E A R T H T E C H � U 0I A ryeo W artncture 5ervzm Company L Ln ALQW 2003 9575 BUSINESSPAW AVEN G UE SAW DIEGO, . 92131 MM= NO. 55749 W Ln a o i V) CONSTRUCTION RECORD REFERENCES Date REVISIONS 'd Date BENCH MARK SCALE Office Designed By Drawn By Checked By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT Drawing Na. U ount of Son Die o enchmork desi notion OC Avenue bridge over LL) 145 of at the La Costa R A / O he AT & SF railway ROW on the SW comer of Filmed s rep ed Under ry ion Rec mme O,� ES 434 n t walkwa . Standard dh* sta oC B �/ _ �p ) HIGHWAY 101 SEWER FORCE MAIN REPLACEMENT o W af 0: o cre e y amp 1 1 1 SH EET d �� 14s 1968 (fKSt order). Elevation: s9.368 AS S Date / D Note: N0S relevWing program odps thi Traffic John Austin R.C.E. N Lero BOdas RCE 22312 Peter Coto Robles RCE 52176 e►otion in 7 1980 3 y Sheet Of { { U_ i GENERAL NOTES UTILITY NOTES LEGEND ABBREVIATIONS WORK TO BE DONE AC- _ - - _ - - - ASPHALT CONCRETE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING 1. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN 1. IF LESS THAN ONE FOOT OF CLEARANCE EXISTS BETWEEN PROPOSED SEWER AND - - RIGHT -OF -WAY TO THESE PLANS. THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC ACCORDANCE WITH CITY OF ENCINiTAS ENGINEERING STANDARDS NATIVE MATERIAL BETWEEN CONDUITS SHALL BE AVE. • ..... AVENUE WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT ANY OTHER UNDERGROUND CONDUIT, AND AS APPROVED BY THE CITY ENGINEER. a EXISTING CONTOUR BC. .. _ .....BEGIN CURVE OF SUBDIVISION AND STANDARDS REFERENCE DRAWINGS. REMOVED AND REPLACED WITH A SAND CUSHION. MINIMUM CLEARANCE SHALL BE PLANS AS SHOWN DOES NOT 0.30 FEET. CL. .... .. .CENTERLINE S.D.C. -SAN DIEGO COUNTY 2. APPROVAL OF THESE IMPROVEMENT s EXISTING SEWER CMP. .CORRUGATED METAL PIPE L.W.D. - LEUCADIA WASTEWATER DISTRICT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OF THE CONC. ..... _CONCRETE S.D.P. - SAN DIEGO PRECAST PROJECT BOUNDARY. 2. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OR AGENCIES 48 HOURS PRIOR TO _ _ _ _ DOC. _ DOCUMENT S.D.R.S.D. -SAN DIEGO REGIONAL STANDARD DRAWIN 3. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY STARTING WORK NEAR THEIR FACILITIES AND COORDINATE THIS WORK WITH w EXISTING WATER DIP - _ _ .. - . DUCTILE IRON PIPE SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO UTILITY REPRESENTATIVES. DR ......... 1. PROPERTY ONES AND RIGHT OF WAY --- - - - DRIVE CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 3. ALL BURIED SEWER MAINS AND LATERALS SHALL BE PROVIDED WITH A GREEN- COLORED G EXISTING GAS DWC. ...... DRAWING 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND E .......... EAST OR ELECTRIC FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A 6 -INCH WADE STRIP OF POLYETHYLENE NONMETALLIC DETECTION TAPE OVER THE PIPE. BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS r EXISTING TELEPHONE EQ - - • - .. _ END CURVE ELEV _ TO THE BEST OF OUR KNOWLEDGE. HOWEVER. THE CONTRACTOR 4. ALL ABANDONED SEWER MAINS AND LATERALS SHALL BE CAPPED OR PLUGGED WITH . .E IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT CONCRETE. E XIST _ .... EAASEMENNT T THE EXISTING FACILITIES SHOWN HEREON AND AND OTHERS ry EXISTING CABLE TV EXIST . _ _ . _ ..EXISTING WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. FH. ....... .FIRE HYDRANT CONTRACTOR'S RESPONSIBILITIES 5. CALIFORNIA STATE DEPARTMENT OF HEALTH SERVICES "CRITERIA FOR THE SEPARATION FM. _ . _ _ . _ . -FORCE MAIN 5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK OF WATER MAINS AND SANITARY SEWERS' SHALL BE ADHERED TO. L EXISTING ELECTRIC BE CONFIRMED BY FIELD MEASUREMENTS G_ _ _ .. _ .- _ _GAS 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR TO BE DONE SHALL PRIOR TO CONSTRUC OF NEW WORK. CONTRACTOR SHALL MAKE HP. . _ _ .... .HIGH PRESSURE OR HIGH POINT SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND o HE EXISTING OVERHEAD ELECTRICAL IE . ... _ ... JNVERT ELEVAl10N CITY ENGINEER, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT LT CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH FACILITIES SUFFICIENTLY ARE NECESSARY BECAUSE OF LT ' ' ' ' " ' ' ' .LEFT STANDARDS, TAWS AND REGULATIONS. REVISIONS TO PLANS IF REVISIONS ACTUAL LOCATION OF EXISTING FACILITIES SANITARY_ SEWER NOTES x EXISTING FENCE M AX - - - .... MAX FEET M .MAXIMUM 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSiBLUTY FOR JOB 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS do ELECTRIC MIN. ...., . MINIMUM SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND sD EXISTING STORM DRAIN MH. OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 1. NEW MANHOLES, AS INDICATED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE . _ _ . _ _ . . MANHOLE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. TELEPHONE: 1- 800 -422 -4133 (DIG ALERT) SPECIFICATIONS, SECTION 02535 N_ . _ .. _ ... NORTH NGVD ....... ATIONAL GEODETIC VERTICAL DATUM 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY tNONUMENTAl10N AND/OR B .THE CONTRACTOR SHALL NOTIFY THE SBC (PACIFIC BELL) TELEPHONE 2. CONTRACTOR SHALL COORDINATE WITH UTILITY LOCATORS (800- 227 -5600) AND FIELD w� EXISTING WATER METER NO. OR / . .. NUMBER BENCHMARKS WHICH WiLL BE DISTURBED OR DESTROYED BY CONSTRUCTION. COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND _ _ _ _ SUCH POINTS SHALL BE REFERENCED AND REPLACED WiTH APPROPRIATE VERIFY EXISTING UTILITIES PRIOR TO WORK. SHALL COORDINATE WITH DISTRICT REPRESENTATIVES. NT5_ _ _ NOT TO SCALE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL TELEPHONE: 619 -546 -3606 W EXISTING BLOW OFF ASSEMBLY PCC....... PORTLAND CEMENT CONCRETE ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR 3. ALL SEWER LINE DISTANCES ARE MEASURED FROM MANHOLE CENTERS. PRC....... POINT OF REVERSE CURVATURE RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED C.THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT LAND SURVEYOR OR REGISTERED CIVIL ENGINEER. AS REQUIRED BY THE ND PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL PVC. .. _ _ . _ POLYVINYL CHLORIDE SURVEYOR'S ACT COORDINATE WITH DISTRICT REPRESENTATIVES. 4. SEWER CENTERLINE AND STATIONING IS BASED ON SEWER ALIGNMENT, NOT WITH ROAD : - EXISTING WATER VALVE PVMT_ _ . _ .. PAVEMENT TELEPHONE: 760 - 633 -2709 CENTER LINE. RD. ...... _ ROAD NE. 4. THE LOCATION OF EXISTING BUILDINGS AS SHOWN ON THESE PLANS ARE Q EXISTING SEWER MANHOLE ROW_ ...... RIGHT OF WAY APPROXIMATE. D.THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION 5. EXISTING MANHOLES TO BE REMOVED AND DISPOSED OF, AS NECESSARY. RT . ...... RIGHT COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND- 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SHAD_ COORDINATE WITH COMPANY REPRESENTATIVES. S ..... .: ..SOUTH OR SLOPE SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. BE TELEPHONE: 760 - 806 -9809 (EXT. 2294) 6. TRACING WIRE SHALL BE INSTALLED ALONG THE TOP OF THE FORCE MAIN AND LOCATING AIR AND VACUUM RELEASE VALVE SD- - - .STORM DRAIN ANY EXISTING WITH THAT REQUIRE REMOVAL EN RELOCATION, SHALL IN PER SDRSD S -19. SDRSD.... _ ..SAN DIEGO REGIONAL STD. DRAWINGS COORDINATED WiTH THE APPROPRIATE UTILITY AGENCY. PRIOR TO BEGINNING OF CONNECTION POINTS SHALL BE PROVIDED E.THE CONTRACTOR SHALL NOTIFY SOUTHERN CALIFORNIA GAS COMPANY SHT ........ SHEET CONSTRUCTION. IF DURING POTHOLING OPERATIONS, THE CONTRACTOR DISCOVERS AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF ANY _ .. - STATION A POTENTIAL CONFLICT BETWEEN THE NEW FORCE MAIN AND AN UNDERGROUND CONSTRUCTION. ARRANGEMENT FOR SOMEONE TO STANDBY AND SEWER LINE STA. . UTILITY, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR OBSERVE CALIFORNIA GAS COMPANY STL ........ S� SHALL ALLOW AMPLE TIME FOR THE CiTY TO MAKE REVISIONS IN THE DESIGN OBSER VE THE WORK NEAR SO ES SHALL BE MADE O THE CONTRACTOR BY CALLING OR TEL . _ . .TELEPHONE TO AVOID THE CONFLICTS PRIOR TO THE START OF FORCE MAiN INSTALLATION. SOUTHERN CALIFORNIA GAS COMPANY AT LEAST TWO (2) WORKING SEWER MANHOLE Np _ _ _ .. .TYPICAL OF EXISTING UNDERGROUND UTILITIES o DAYS PRIOR TO THE START OF ANY CONSTRUCTION. VCP ........ VITRIFIED CLAY PIPE 6. THE CONTRACTOR SHALL REQUEST MARKOUT 0° TELEPHONE: 714 -349 -5504 BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY W..........WEST OR WATER IDENTIFICATION NUMBER. AT LEAST THREE (3) DAYS PRIOR TO START OF ANY rn TREE R THE CONTRACTOR SHALL NOTIFY MCI WORLDCOMM PRIOR TO STARTING BASIS OF BEARINGS Ln WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WiTH f CONSTRUCTION. _ REPRESENTATIVES. r UNDERGROUND SERVICE ALERT (U.SA.) 800- 422 -4133 COMPANY EA LA_ TELEPHONE: 71 ESENT THE BASIS OF BRINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE BRUSH SYSTEM, ZONE 6. NAD 83, GRID BEARING BETWEEN COUNTY OF SAN DIEGO Of G.PRIOR TO START OF ANY WORK, THE CONTRACTOR SHALL NOTIFY DEPARTMENT OF PUBLIC WORKS SECOND ORDER CONTROL MONUMENT, STATION NORTH COUNTY TRANSIT DISTRICT AND LEUCADIA WASTEWATER NAMES 'ENC TC 2 AND 'ENC TC 1', I.E. N.09'39'56"W. LIGHT POLE DISTRICT AND SHALL COORDINATE WITH DISTRICT REPRESENTATIVES TELEPHONE: 760- 966 -6538, JIM CUNNINGHAM, NCTD REP. OVERHEAD LIGHT TELEPHONE: 760 - 753 -0155. LEO SCHEMPP, LWD REP. �' -- UTILITY POLE 0 7. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND BENCHMARK IMPROVEMENTS REMAINING IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL COUNTY OF SAN DIEGO BENCHMARK DESIGNATION OC 0145 LOCATED AT THE LA OF THE CITY. COSTA AVENUE BRIDGE OVER THE A.T. do S.F. RAILWAY R.O.W. ON THE SW CORNER OF CONCRETE WALKWAY. STANDARD DISK STAMPED OC 0145 1968 0 8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS (FIRST ORDER). AT ALL TiMES. 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED ELEVATION: 59.368 (NOTE: N OS/NGS RELEVEUNG PROGRAM 0 TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY ADJUSTED THIS ELEVATION IN APRIL 1980) I OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY DESIGNATED TO BE PROTECTED IN PLACE THAT ARE DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHAD_ BE REPAIRED BY THE U-) CONTRACTOR AT NO COST TO THE CITY. i 10. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. 11. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION). THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD U) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE) AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (MARCH 1997 EDITION). ! ` > N- � �" " No. 52053 �! * OF 12 -31 -06 2 sq C1VI1- �- o- I O U C W E A R T H T E C H 0 Z- U I A Tyco Infrastructure Servlce3 ComparrY 9675 BUSLNESSPARK AVENUE SAN DIEGO, CA. 92131 PROS NO, 55749 a '� APPROVALS Au<1sr 2003 EPARTMENT 0 CONSTRUCTION RECORD REFERENCES Date By REVISIONS 'd Date BENCH MARK SCALE Office Designed By Drawn By Checked By CITY OF ENCINITAS ENGINEERING D Drawing Na. j ounly of San Diego Benchmark designation OC RM RWR JFA R mm � Appro�t W J U T�J 145 located at the Lo Costa Avenue bridge over T � 1 a HIGHWAY 101 SEWER FORCE MAIN REPLACEMENT ES 434 a W ► he AT & SF ra#woy ROW on the SW comer of AS SHOWN Fumed ans P r e p a re d Under Supervision By Q oncrete walkway. Standard disk stamped OC Date NOTES LEGEND & ABBREVIATIONS " Cr kopectm 145 1968 (first order). Elevation: 59.368 Leroy Bodas RCE 22312 Peter Coto- Robles RCE 52176 Sheet 2 of If o U_ o j Dab Note. NOS/NC5 relev�efing program adjusted thi Traffic John Austin R.C.E. NO evation in Ap 1980 .. , I i _-. 111 1 L :j - t � : 1 — — i : : + , . . r I I I f W _ _: I - f . 1W } x I r _ Uj W f x ; E f , � L } AD _ - -- _ _ 80 ffiD z }, - - _ Sd . - t :I } + 1 ��n � 1 W : s { CV o L Ia( , DIP 0 Q• - -- F , } - c S _ ,--0 Z8% L tt_4_1 - �D L 1 ! 1 I } i i t ; 70 ; : ; t+ ; I J -- - - - -- - _ fi i , F I 60 ' ' -- � I �_� -- _ -. - _L_.__ _ %_ 0 1+00 2+00 3+00 4+00 5+00 -' 6+00 PROFILE 7+00 8 +00 9+00 10+00 11+00 12 +00 HORIZ: 1" 40' U VERT: 1 4 Ln in c f a ` SEE SPEC SECTION 2 -6.1 FOR j 71 f �f � SEQUENCE OF CONSTRUCTION do � ?• �����'� -� . , EXIST 14 DIP FM CROSSINGS. Standard �$_' tU' ABANDON EXIST FM IN PLACE - '� ;r� ;,j ;.q U 1 ��� ���fi1 AND PLUG ENDS. SEE DETAILS �j ' W ' _ I I I A do F SHEET 7. I I I I I 1 •° �., ;� I O- co - _ CO 0 IM IMS x C r - f 9.., 0qx: f • - x C O _,, f Of -- - .. T - -- -_ - - - j� F— r , EXIST . "t- --AG- - ._.._ ._.._ _ - L 01 O _� _- ,� T G A G G = W o - - - G -_ ._ _ -. -- - f . -.3 _ - - -_ - - z_ G G , 0 2 +00 3 +00 + /A T 4 +00 - ._ _ - -__. 5 +00 _ — _ — - 6 +00 . - - - -- __.7 +00 _ 8 00 _ '- _ _ 9 +00 10 +00 J , 11 +00 1 + I N 2T53'37" W r_ - - - ,- 15.5b -- -�.� 1 - -- _ - 1 _ W o _ Uj - - -. _ ... ..,_ - . _ _ - J .__ -...._ -. - db x+ -sa- ie - S - - - - S - _ I ! . - .S S - _ S S p �ftST f4" Jr a W 3 __�� C EXIST BUS STOP t _ R/W 7 ti� c� _ - HIGH PRESSURE __ �' - �_� C 7 o uNE /� GAS _ - V _. _ _ C) M— _ - 0 �L AT & SF RAILROAD R/W N — t r 3 _ A 4� DEMOU11ON NOTES: a f�i CONTRACTOR TO REMOVE do xik w W DISPOSE OF EXCESS 8 THICK 10 REMOVE PORTION OF EXIST GUARDRAIL Z N N REINFORCED PCC PAVEMENT WHEN AND REPLACE IN KIND (IF NEEDED). gyp- �j2Q ; 1 N o ° ENCOUNTERED DURING SAWCUTTING O REMOVE EXIST CONCRETE STRUCTURE n *�� 1� °�� -{ - ° OR COLD PLANING TYP +I ,! ( ) AND RELOCATE AIR RELEASE VALVE TO t'�_ a v X W �` ^ SEE DETAIL C SHEET 7 SMH # 1 ° o U � z " SEWER TABLE � ° cn f— W x H tD U a t W W 30 PROTECT EXIST TREES IN PLACE. (TYP) v o NO. DELTA /BEARING RADIUS LENGTH REMARKS ° _ _ ° n a, 1 07 300.00' 40.90' 14" PVC C -905 to W U_ N N N W _j � t W 5O REPLACE EXIST THERMOPLASTIC � � CA v a 07'48'41" 300.00' 40.90' 14" PVC C -905 N t_ _ 0 0 _j CROSSWALK STRIPING IN KIND. w g a E A R T N �� T E C �"� _ Uj T v a, g N27 "W 472.71' 14" PVC C -905 t x F C4 0) © REMOVE PORTION OF EXIST 14 DIP $ _ o 46 0 N 4 N27'53 "W 250.00' 14" PVC C 905 9(3 ° m ^ ° PL/°1N PLUG PIPE AND ABANDON IN PLACE. o+ md ° + � m NOTE: PIPE LENGTHS ARE MEASURED FROM CENTERLINE OF MANHOLES _ 2 . W °0 c) N = W SEE DETAILS A AND E SHEET 7 to cn N Z ♦ U � W '* W + Cr + U 2 W HORIZ: 1" = 40' ± `r z W 1* m N x MW '* a- In W W ill 70 REMOVE EXIST TREE STUMPS ENTIRELY A Tyco Infr ast ructure Serwecs Company V1 LO AUGUST 2003 9675 BUSINESSPARK AVENUE SAN DIEGO. CIS 92131 PROJECT N0. 55749 4 ' / CONSTRUC RECORD REFERENCES Date B REVISIONS 'd Date BENCH MARK SCALE Office Designed By Drawn By Checked By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT Drawing Na. o U County of Son Diego Benchmark designation OC MR RWR JFA � ► 145 located of the La Costa Avenue bridge over ReCOmm 1D APP af he AT & SF ro#woy ROW on the SW c omer o/ 1 = 40' HORIZ Filmed Plans re red Under upervisi n Of By / �� By HIGHWAY 101 SEWER FORCE MAIN REPLACEMENT ES 434 c oncrete walkway. drsk stomped OC -1 J 9 " J-1, °f on 145 1968 (fist order). Elevation: 59.368 1 w a 4 VERT Date �4 Leroy BOdas RCE 22312 Peter C oto — Robles RCE 52176 4 SEER FROM STA +00 TO 2 +� Deft NOS/NGS rdeveling program adjusted thi y Sheet 3 Of JI O evation in rd 198 Traffic Jo n Austin R.C.E. No rZ .G�3 W 4- tf —t-4-4 80 -4-t 80 EXV ROAD C ------- c o o vt 70 tn m 70 s 7 1 L 14, + (n tj 4 - - 7t F - 7 ---------- — - - - – ----------- 60 60 i A — f - T— T so 13+00 14+00 15+00 16+00 17+00 18+00 PROFILE 19+00 20+00 21+00 22+00 23+00 24+00 HORIZ: I" = 40' a 0 VERT. 1' = 4' I l 0) 2 LO U C7 rn MELROSE AVENUE A 47 ul-) X11 L0 _j 411 L: 7 0 L_ 0 M 0 0 I ;-z a - CF) 24a-lalyi _j Z 4 11-01 Lu L0 24 J.-IM-4 J A. L 0i '_Tj_!rj1 ILL A x Xp 2 0 L CV3 \ R 7 0 - C - Y 0) -- - -EXfST I 2� AC 0 Vt IGHWAY 101 G EWST G W H G W 0 4 G G X _ - �— W 17 14+001, 16+00 f-TFO-07- 21 +OCI 22+00 0) 24 05 -SWO 53'37" W N 0 W 1 5 37.50' , 11 50. - - 00' W W IS - Cl) S S W C14 22. S � S S 0 S C0 CL EXIST 14" DI fU Q_ W W rc Iz C-7 99 En ---------- 0z ------------------ F W 99 < V) P% - - - ------- 0 L C 0 AT &_SF RAILROAD LO 0 0 0 CL CONTRACTOR TO REMOVE & o DISPOSE OF EXCESS 8* THICK DEMOLITION NOTES: z REINFORCED PCC PAVEMENT WHEN V) ENCOUNTERED DURING SAWCUTTING V) N o. 5 2 3 -H _j OR COLD PLANING (TYP) PROTECT EXIST TREES IN PLACE. (TYP) tE t5 SEWER TABLE rr t5 12-31-06 )/*//"1 SEE DETAIL C SHEET 7 Uj C.) W NO. DELTA EARING RADIUS LENGTH REMARKS 46 /B 0 N27*53'37 250.00' 14" PVC C-905 Ui U i V_ 0— N27*53'37*W 490.00' 14* PVC C-905 C: w N27*53'37nW 416 - 6 T 14 PVC C-905 o 0 �fta cn + 0 9 3 4L o b NOTE: PIPE LENGTHS ARE MEASURED FROM CENTERLINE OF MANHOLES PLAN + 3: W 0 HORIZ: 1" 40' 0) MW A R T H T E C 0) Z A Tyco Inftstnxture Semces Comp U-) so I-- V) AUGUST 2003 9675 M)W&"SSPARK AVENUE SAN DIEGO, CA. 92131 PROJECT NO. 55749 CONSTRUCTION RECORD REFERENCES 0 Date By RE App'd Date BENCH MARK Designed By Drawn By a Checked By APPROVALS Uj County of Son Diego Benchmark designation SCALE Office -1 Li 3 Cv"bmtor o ver RWR CITY OF ENCINITAS ENGINEERING DEPARTMENT Drawing No. 0 0145 located at the La Costa Avenue bridge a RWR JFA the AT & s way as ROW on the S comer of so com ppro HIGHWAY 101 SEWER FORCE MAIN R p ared Re comm W 45 1968 (first order). Devotion: 59368 in 7/t7:r I/ 1 DOW ON at,: AIOS/NGS refevefmg progra adjust th 4' VERT Date ES 434 Of Z §i I Traffic -In--n Ai- Leroy Bodas RICE 22312 Peter Coto-Robles RICE 52176 14" SEWER FM FROM STA 12+50 TO 24+00 I evafion in 19m) st R.C.E. IIIIIi;Za-IM _:� — — r She., 4 of II I � 9 0 ENTIE _7 Ell 2; - -- '° - — - - - -- - - -- - -- - - - - - -- - -- -- Q� 80 80 EXIST SEWER MANHOLE - -- - LOCKING LID IN STREET L RW CENTERLiME - -W \' /\ : � �� a : - e _ INSTA EXIST 8UN0 F1.AMGE EMB�LY /\ _i _ - - - - do 2" JAM - : BALL ESBURY CO VALVE - - - _ (OR EQUAL) TO EXIST 14" DI TEE 70 1 L J ` I t _ 70 _ r } LL = 010 EXIST 14 DIP EXIST 14 _. -- -' -- - }-- _ FORCE MAIN DI TEE + r - .. T7 t - - - CORE DRILL C D1A. DRAIN - - - STRUCTURE TO EXPOSED HOLE SURFACE AND FILL WITH 3/4 ROCK 60 4 1. •� _ _. �0.02R r S - .027G. t 1 S �4. ©27i ._ ,_ g CONTRACTOR NS - 7% FI RST i r 4 277E , = CO R TO I TALL 2 ANAR ASSEMBLIES ON THE i f _ - - - i , 1 � ' ' / - i ' t ' t I 1 1 i I >. o 68.b9 !IE 1 , { } B ST & " HIGHWAY�101� & THE SECOND LOCATIOW 4 jjj _ CO BEING A DNIEW Y 1 WH EXISTING OPERATIONAL SMH IS CLOSE TO THE PAS ' - 905 - i>?V� a PROJECT SMH FOR EASE OF TRANSFERRING SAID + � � , �IP AVAR TO THE PASCO LINE Ml SEQUENCE 2. - -- - ' - - - SEE SPECS FOR A MORE DETAILED UNDERSTANDING _ - - -- - - - -- - - - - - - AVAR INSTALLATION IN . \ - -- i- EXIST SEWER MANHOLE DETAIL EXISTING 14" DIP LINE IN SER : - sEE VICE 50 24 +00 25 +00 26 +00 27 +00 28 +00 29+00 30+00 31 +00 32 +00 33 +00 34 +00 PE NO SCALE PROFILE HORIZ: 1" 40' ti VERT. 1" - 4' A) EXIST SEWER /STORM DRAIN C LA VFr / TYPE A -4 CLEAN W/ LOCKING MANHOLES IN AVENUE RAILROAD R /W. 0) LL1 L0 34 TAP ar +h of INSTALL NEW BLIND AVAR ASSEMBLY EMBLY SEWER 0 ' A.. V) W do 2" JAMESBURY CO. BALL VALVE °°° �� / I I X411— 1- '1�'�7' Q OR EQUAL) TO EXIST 14" PVC TEE � J/ Q 3 -#j- #11 EXIST 24" RCP -�� APPLY POLYURETHANE COATING `�'� STORM DRAIN LO ,Y fJ i' - z t' SEE SPEC SECTION 2 -6.1 FOR TO INSIDE WALLS AND BASE 59 SEQUENCE OF CONSTRUCTION do �j _ CO (YYPICAL ALL SMH's WITH AVAR '3 MO �_1 - EXIST 14 DIP FM CROSSINGS. ~ ASSEMBLIES) �� r (� ,�� ` ABANDON EXIST FM IN PLACE i = Z x r a° v ��' AND PLUG ENDS PER DETAIL F t W / _ ,, SHEET 7. 11 r ; I / y � �- -- a f - V 6" } �°_ ___ _ CORE DRILL DIA. DR , Uj - .i ,.- - _ __ _ • .'• _ I 1vrrwv vY "Y� — =f S/ — S _ .. . - - - .3 .]` #. _ `:t:.�J ..�t.n #J+� _ _ L, 0 STRUCTURE��PLY POLYURETHANE _ W - . L ' W _ - - - -- - - o W �� EXIST 12 AC W W - - - • TO EXPOSED HOLE SURFACE �— •• OF EX SEWER - H 10 _ - - - -,. - AN Fl WITH 4 K _ _ -_ - _ __ .: �._ . _ _ _ _ r i � _. - � x D LL / ROC s - _ _ -. _.__ __. _ -- M W - --- G G G G G 1 — 3 o = -00 - 25+00 �2 +00 27 +00 28 +00 - - 29 +00 _ -- ___- ___ -- _- 30 +00 r _ _ _ Cf) -- - __- _ - - - 31 , 00 32 +00 �� � 33+00 � + � 0 CONSTRuqnON SEQUENCE 2. W N 2753'37" W „= 1011.34' --- N 15,5Q 37.5Q' 4 . Y �/ - - , � TRANSFER AVAR ASSEMBLIES Y INISTALLED ON THE o _ _ i -- _- . __. 3 N t"6982.78 Y W 14" DIP FORCE MAIN TO THE NEARBY SMH's CO STRUCTED W _ __ __ _ _ _ 4 E 623 = BY PASCO. THE FIRST BEING AT BASIL ST. AND HIGHWAY 101 r 5 S - � _ 5 S — r= Y , �� �; �-- _ - - � AND THE SECOND BEING AT GRANDVIEW AND HIGHWAY 101 �_ .z l EXIST 1.4 Ill FM ,_ _ _ _ _�. 2A4 _ r ,: _, - r - _ - �. SEE SPECS FOR A MORE DETAILED UNDERSTANDING _ - - r l Z ----.� - _ - - - - _L -- - - \_ r — -�: COORDINATE WORK- _ AVAR INSTALLATION IN C 7 - - -- 3 C _ __ ��— ___.�_ __L �� EXIST DETAIL �, _ _ - - _ • WITHIN RAILROAD ; R/W ;• -, - 0 (S IM ____ _ ___._ _ _-- __ -. -- _WITH � �: n, W i H __-- - - - - -- - __. -_ - -- . - --- -. - __ -_ �'•`��-�-- _-- _______._- __ -___- --- _- _�,_-:NETa,. � Y _ SEE - - -- __ -. -- r ___. -___- --- -_. -_- - ._.____ -- -_ __.___ _�_ __.___ _. __ ._..___ _ . _ __ ___._ __. __ __�. x -�--� PASCO ENGINEERING PORTION W NO SCALE __ _ - - -- PE O _.. �— � AT & SF RAILROAD N — W _ :1z _ co DEMOLITION NOTES; W 3 20' WIDE STORM DRAIN EASEMENT a I W 30 PROTECT EXIST TREES IN PLACE. (TYP) !r�� p r • Sf %:� TO THE CITY OF ENCINITAS PER �]E; o wr ��� > DOC. NO. 2001 - 0788417 CONTRACTOR TO REMOVE do a REC. 10 -09 -01 DISPOSE OF EXCESS 8" THICK `t O4 REMOVE EXIST TREE AND o : REPLACE IN KIND. ii , i REINFORCED PCC PAVEMENT WHEN �r �!, N0. 52053 1.1 Z ENCOUNTERED DURING SAWCUTTIN 5 © REMOVE PORTION OF EXIST 14 DIP , r' cn +� x o PLUG PIPE AND ABANDON IN PLACE. n SEWER TABLE � OR COLD PLANING (TYP) W � ,. � o ;� ` � �(, . 12 -31 -� �i SEE DETAIL E SHEET 7 a w w SEE DETAIL C SHEET 7 8 p � m j NO. DELTA BEARING RADIUS LENGTH REMARKS o = m v - 2 ' = N N27'53'37 "W 90.00' 14" PVC C -905 �? O In ki W W N27'53'37 "W 325.00' 14" PVC C -905 V J Ui W o, t Ci I N27'53'37 "W 328.37' 14" PVC C -905 o a _j i' t g0 17'48'43" 300.00' 93.26' 14" PVC C -905 ,�o M t v N ° += 17'48'43" 300.00' 93.26' 14" PVC C -905 + W PLAN +o M N Z E A R T H T E C H ,T t a0 W HORIZ: 1 40 = W + U + z �n v N y N NOTE: PIPE LENGTHS ARE MEASURED FROM CENTERLINE OF MANHOLES N U) (n ± 02 W N cr M o - x ►� m cn to M a_ M U W A Tyw 1nfraShvcture Sermes Company Z N LO AUGUST 3 9675 BUSMESSPARK AVENUE SAN DIEGO. CA. 92131 PROJECT N0. '55749 W i CONSTRUCTION RECORD REFERENCES Date REVISIONS 'd Date BENCH MARK SCALE Office Designed By Drawn By Checked By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT Drawin No. 0 � U County of San Diego Benchmark designation OC' W Coatrfle 145 located of the Lo Costo Avenue bride over RWR RWR JFA 0 o he AT & SF ra7woy Row on the SW coma of " Plans Pr ared Under u rvision Of ReC m APP � HIGHWAY 101 SEWER FORCE MAIN REPLACEMENT ES 434 concrete wotway. Standard drat stamped oC 1 = 40 HORIZ Filmed Date O ey of By N % Dab Con+pletee Note. 196 (first rerev�elmg pr togran 59.36 t d thr 1 " = 4" VERT Leroy Bodos RCE 22312 Peter Coto - Robles RCE 52176 14 SEINER FM FROM STA 24 +00 TO 34 +11 . 34 emotion ;n r 98o Traffic John Austin R.C.E. o Sheet 5 Of It - -- -- - - - - - -- - - -- 7. T. , _ a a - 8 Go j ■1 ' - — , , t8f — , a ch CENIERUN n , - - 4 Al - C OOK IL 1 I 11 } : } - - - - - - - - - -- -77-7- - - _ L i - - 50 L ; 50 , i : t r 7 i3CIS`f 12" W OAS I .� NO r _ . t0" 'OF - SD CROSSING. - - - _ _ - '- _ _ -- :. + } - -- - - - - - - - -}-- - - -' -- � y -�- ter.+ 4 T - -' - I ti f L A- 5 atu J_ __ a'['. d OS 6 S .OS i_ I PROTECT EXIST EXIST TREES IN PLACE CROSSINGS. [ 6 • I - + -- -.. i �` tV .� . - _ - - - r t j __[ �Q _ Q -- - - - - -- -- - - - - - - - - a 40 1 - — { t i , _ - AL - - - 0 11)9+00 110+00 111+00 112 +00 113+00 114+00 PROFILE 115+00 116+00 117+00 118+00 119+00 120+00 121+00 0) I8 "x la CATCH SASI MEDIAN ISLAND HORIZ: 1" - 40' EX IST VERT: 1" - 4' GROUND LO Ln 8 EX15T12 30'. GAS MAIN HwY IOI ROADWAY C7 ' BRICK PLUG REMOVED / SEE SPEC SECTION 2 -6.1 FOR MORTAR I8 "RCP EXIST I8 "RCP STORM DRAT _ o SEQUENCE OF CONSTRUCTION - - - ---- -- _ J %% hA 2 . - 14 PVC FORCE EXIST 14" DIP F Itt ABANDON EXIST FM IN PLACE r T 5T M 2 % E - AND PLUG ENDS PER DETAIL F 9RAT NCLE aN 0UT trtoo A - CLEA SHEET 7. CONCRETE LUG — - W RCPSTORM DRAIN L I f 1 ' 0 ° T MDRAtN� 110 +25 3t���• w _ 4 11- _ LO ,� , T �� P Uj ` ' - 1 ! __ _r -' _ -- - - - - - 0 J - -- __ CI1 1 L_ _ _ ! _� _.._ -- / _ ; SS `� _ . - _ _ - - G E 1 — G -- Inv EXIST &" VCP- SEWER f f - -- . f f c i' EXIST _ - 12 W �--- -- - - y � -- - - -- -r _ _. PVC 0) - -- - - -- �, o — -- — - -- -- - G HW s2�• � ,� N 6237 EXIS 4" HP GA , �'' PR i fE Q r - _ _ _ � UNE _ - t , r it - 113 �j - - 09 +OQ - - - + 111 10 00 112+00 __ - - __ - - � - - �5 � � L =- _ s - - - T _ . - - -- - -� r t X j 20r50'S6" - G _ N 03 17 W ,1 ti 1 - .00' 1 40 , O �� !� /� .� `�] - IST 14' DI FM ' I rl - - - - - , =ty - - _ _ -_ - ` a _ 3 y R - S13 ,, `,'�' _ 4f r cc - PEE S �n Ln _'""_ - - Ihe 11.0 R : 00 _. _ _ - ca ' - _ ___ �l rn _ - - -- - - - -- - - e i - _ .✓ - _ Z d z - c - -_ - __" � Z U 'F - - - _ -r t ._ J Uj c_ --_ C ^ O Z U I R y p = Z N w OF EXIST 2*"­ U TOP - - -- - - - -- - - - N - r\ W w cn ~ ,_ Iii _ - -- CONTRACTOR TO REMOVE & O- DISPOSE OF EXCESS 8" THICK ,� o z = o ~ ..���, W �° W 20' WIDE STORM DRAIN EASEMENT ATA SF RAILROAD NEW 14 PVC A L NME�NY 1S REINFORCED PCC PAVEMENT WHEN g O Z cv O N rr Z Ic g . TO THE CITY OF ENCINITAS PER THE SAME AS EX DIP ENCOUNTERED DURING SAWCUTTIN �i (4 o � W ^ Z S - z = ST 14 14HIC14 WAS REM VED AND � '�° 00 � ff C) r DOC. N0. 2001 - 0788417 LEGALLY D 1 S PO E D OF { ) W z o, r c s z� W o - REC. 10 -09 -01 OR COLD PLANING TYP + + UU pp _ Z + 0 SEE DETAIL C SHEET 7 � in m W N 2 O W W V) a. in a 3 ii rn U ? us jESS W f > LO + SEWER TABLE- 00 DEMOLITION NOTES No, -3 /* V) III 1 14 SS " 300.00' 52053 Z NO. DELTA EARING RADIUS LENGTH REMARKS ± 78' ± 14 PVC C -905 » tr `l Z�s o ~ 0 N15'09 !kl_' 388 _ 14 PVC C -905 + W 30 E (TYP) �.S Q ' + o '� CIVIL ``' V) °. '� 0 4" 28'± 1000± 78' 14" PVC C -905 c g s m m 4 03'42'23" 1000.00' 64.69' 14" PVC C -905 W h 02'18'38" 2000.00' 80.65' 14" PVC C -905 ",� o ° � n N w v 06'44'47" 1786.00' 210.29' 14" PVC C - 905 PLAN .f g� o + Z + 7 04'19'07" 1786.00' 134.62' 14" PVC C -905 HORIZ: 1" - 40' + + ° + + E A R T H T E C N 25'06'21 " 300.00' 131.45' 14" PVC C -905 W m m_ CL U in N W NOTE: PIPE LENGTHS ARE MEASURED FROM CENTERLINE OF MANHOLES cn z I A Tyco lnfrrastrticWre 5!enices t!9 LO AUGUST 2003 9675 BUSWSSPARK AVENUE SAN DIEGO, CA. 92131 PRO NO, 55749 a W / CONSTRUCTION RECORD REFERENCES Date REVISIONS 'd Date BENCH MARK ! r SCALE Office Designed By Drawn By Checked By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT Drawin No. U ounty of Son Diego Benchmark des g at on OC w I A S B U 1 LT �0'�7 145 located at the La Costa Avenue bridge oar RWR RWR JFA ReC m �� Approved 0 o he AT & SF railwa ROW on the SW corner of 1' = 40' HORIZ Filmed Plans Pr pared Under Supervision Of p' � HIGHWAY 101 SEWER FORCE MAIN REPLACEMENT ES 434 W � 0 oncrete walkway standard deep stomped OC Date O v' i oo�vr�ee Not :19 NOS(f/1VGS Ele por oeN 8 " d thi 1 = 4' VERT Leroy Bodas RCE 22312 Peter Coto- Robles RICE 52176 4 SEWER FM FROM STA 108 +50 TO 121 +50 ewh`an in r# 1980 Traffic John Austin R.C.E. No Sheet 6 Of II O 22.00' _j 13.50' a a 8.00'f a VARIES a UMITS OF COLD PLANING OMITS OF COLD PLANING WW ' r " LL. ` m' 12" 12' p �`' 12 12 W a ' > W a 5 SMH #1 SHALL BE CONSTRUCTED AS -A ME IM- W 9 3 1-.7 TYPE M_ Mis MODIFIED SDRSD S -2 SMH WITH A SHORTENED 8 -AR 4000 AC C W CONICAL SECTION REQUIRED FOR DEPTH EXISTING 3" AC B- 4000 AC EXISTING 3" AC IMITATIONS. 6-)¢" TYPE III - PAVING 6-X� TYPE tll- j PAVING SEE DETAIL G THIS SHEET. : , = %K B 4000 EX ISTING REINFORCED P.C.C. SLAB = - - �B - 4000 �- EXISTING REINFORCED P.C.C. SLAB CONSTRUCT SMH #1 - :. „ ° . _ _ REMOVE & REPLACE EXIST DI TEE W/ Z 8 . CLASS II' 8" _ CLASS . II 14" G x 14" FLG x 14" G PVC TEE po BASE MINIMUM BASE MINIMUM W/ BLIND FLANGE - N a NOTES: dam: VALASSEMBL AND VACUUM x o W N 1. COMPACTION TESTS ARE REQUIRED ON 1. SHALL HAND DIG WHEN RELOCATED S SENSOR env �j ALL TRENCHES AND MUST BE PERFORMED EXCAVATING WITHIN 3 FEET OF THE i r 14 PVC C_905 O 0.38% °' ti WITHIN 24 HRS. OF COMPLETION OF SEE PLANS 12 HIGH PRESSURE GAS L.W. " a TRENCH BACKFILL COMPACTION FAILURE O : MUST BE CORRECTED IMMEDIATELY. 2. SEE SPEC SECTION 2 -6.1 FOR EXIST 14" DIP O 0.16X — — — — — — — — — — — �� ABOVE a 00 I CONSTRUCTION WITHIN THIS AREA. REQUIRED UNTIL SLOPE (EPDXY COATED) BASE 31.00 t OF — — EXIST 14 DIP TO BE REMOVED — — PIPE p 2 � PERMAN AC IS B INSTALLED. CONTRACTOR *TRENCH WIDTH DETERMINED BY 12" HP ! /, ZONE SHALL MAINTAIN COLD MIX AT ALL TIMES GAS LINE & EXIST 14" DIP CONFLICT. OF SMH TOWARD DRAIN HOLE BURIED PIPE BOTH DETAILS BURIED PIPE INI Ll Li Ll Li Li Li LOCATOR TAPE' ) BEFORE PERMANENT AC IS INSTALLED. LOCATOR TAPE % 18" MMUM 6" DIA. DRAIN HOLE IN SMH PORTION OF EXISTING GUARDRAIL EXIST 14" DIP TO BE CAPPED 90R REUTNE SEE SPECS / SEE SPECS j 24" MAXIMUM IN AREA OF CLOSE TO BE REMOVED AND REPLACED AND ABANDONED IN PLACE. BASE FILLED WITH "ROCK . COMPAC TION GAS LINE PROXIMITY. KIND (IF NEEDED) SEE DETAIL THIS SHEET MINIMUM / EXIST 12 1 / EXIST ABOVE GROUND '` (TYP. BOTH DETAILS) ' CONCRETE ENCLOSURE ON' HP GAS pppp TO BE REMOVED. EXISTING AIR AND VACUUM VALVE ASSEMBLY ALWAYS 6.00 't MAINTAIN 11iAiN• TO BE RELOCATED TO SMH # 1 36" MINIMUM _Ow I , 8" MIN. MN. SECURE #10 A.W.G. WIRE 12" MAX. TO TOP OF PIPE E I EXIST 14" DIP MIN. (TYP BOTH SIDES) 4 .� 43 .74 FORCE MAIN . L' SEWER MANHOLE #1 COMPACTIO N 907L ACTIO S PIS EX IST 1 4 DIP REMOVED AND ZONE 14" PVC LEGALLY DISPOSED OF. A CONNECTION DETAIL MINIMUM 14" PVC O _� 5 : , NEW PIPE PLACED IN C-1 SCALE 114" = 1' (TYP. BOTH DETAILS) C -soy V . �'.-� ` `.� x =i' � �., � ' , ORIGINAL A L I G N M E lqT 4" MIN. SAND BEDDING PER STANDARD . /!��� FLOW METER SHALL BE FIELD CJWBRATED BY ADS INC. SPECIFICATION 306 -1.2.1 AFTER RE- INSTALLATION TO THE COMPLETE SATISFACTION �� Q OF MR. JEFF PARKS ENCINA WASTEWATER AUTHORITY TYPI AL TRENCH SECTIO (760) 438 -3941 EXT. 3600. SUCH CAUBRATION SHALL ACCOUNT FOR ANY HYDRAULIC CONDITIONS CREATING TYPICAL TRENCH SECTION KD FROM STA. 110 +36.52 - T0 121+07.28 ALTERNATING BACK PRESSURE AND VACUUM BEING c FROM STA. 5 +27 TO 31 +43.37 N0 SCALE C-s EXPERIENCED AT THAT LOCATION. CONTRACTOR SHALL COORDINATE WITH ENCINA, ADS INC. AND SBC TO RELOCATE METER AND MAINTAIN CONTINUOUS FLOW METERING VAR NO SCALE (46.30 IE) SMH #12 = SANDBAGS I I PIPE PLUG FORM FLOWUNE CHANNEL FOR 14" PVC _ - - - - - - - I ' - CONNECTION AND CUT OUT TOP PORTION HEAVY HEAVY DUTY COVER 6 TO CENTER OF EXIST VCP. PER SDRSD M -3 WITH BOLT DOWN `, c & •FLOW METER H LOCKING DEVICE PER SDRSD M -4 " 2 (41.20 IE) DRILL 2 -1 HOLES 90' APART L_ FROM EXIST SMH #03 -0990 IN PIPE AND FORCE GROUT m - - - - - - - - - THROUGH HOLES 14 , 8" CL III -B -AR 4000 ° NON - SHRINK C , 1 5 GROUT FILL O 0 e? SLOPE BENCHES ;: 8" cuss 11 BASE 3 �, PIPE ABANDONMENT DETAIL x TO DRAIN F (18" AND SMALLER) CONSTRUCT PCC SMH PER SDRSD S -2 ��1 _ EXIST 6.00' NO SCALE o OVER EXISTING 18" VCP SEWER. DIA SMH T '4 7 I t / ATIV�" T EXIST BEET NEENAH ® SERIES R- 1740 -1 TYPE C HEAVY W 1 GRADE DUTY MANHOLE & FRAME OR EQUAL (V , vi EXIST SMH (43.70 IE) O �5 06% n ` (41.30 IE) TYPICAL OZ INSIDE WALLS dr FLOOR SHALL ° #03 -0990 S a �i� 2 BE UNED WITH POLYURETHANE t 1a " NICP + (TYPICAL ALL SMH's WITH # � BFL� ELOCATED BY �' , � �� 2" W �� � 4 ° AVAR ASSEMBLIES) METER TO n ENCINA WASTEWATER k ( 43.70 IE) 6 5" CONICAL REDUCING ASSEMB VAR ° AUTHORITY dt ADS INC. • lu PORTION r. '' AVAR INSTALLED IS A S14ORTER VERSION DUE 4 - - , EXIST 5.00' 2" JAMESBURY CO. TO HEIGHT RESTRICTIONS ° DIA SMH 3 5.00' ° 14" G x 14" FLG x 14" G TEE 0 � _ , = FREEDOM PLASTICS OR EQUAL BALL VALVE TAPPED 8t TH ED 5.00 (OR EQUAL) END CAP ,Ln H 2 S SENSOR TO BE ; " D 1ST 14" 16 Y4" 12" ^ 14 PVC RELOCATED BY LEUCADIA C -905 WASTEWATER DISTRICT EXIST SEWER LATERAL. EXACT LOCATION UNKNOWN o ��� + -'` GROUT OPENING AFTER FLOW r .t COORDINATE INSPECTION FOR ANY REQUIRED BIND FLANGE j RELOCATION WITH THE LEUCADIA WASTEWATER DISTRICT a PIPE INSTALLATION o, INSPECTOR, MR. TOM ZUNIGA (760) 753 -0155 SLOPE SHELF AT 1 49 Xj" 1 (80TH SIDES TYP) '�- " PER FOOT � �; =_ = 0 121+07.28 8 r n SEWER MANHOLE #12 14" PVC TEE MIN. [�� ' 3 CORE DRILL 6 w DUI. DRAIN HOLE IN BASE zz (n � L.JS1 N — B CONNECTION DETAIL �- OF SMH. APPLY POLYURETHANE TO EXPOSED �o �t� �• SUS\ > C-6 SCALE: 1/4* = 1' WHEN MANUFACTURED PRODUCTS ARE SPECIFIED, EQUAL PRODUCTS CAN BE USED WITH HOLE SURFACE AND FILL WITH �4" ROCK. ADVANCE APPROVAL OF THE CITY ENGINEER. TYPICAL ALL SMH'a MANHOLES WITH AVAR' z •• • ° Cr ° o ° ° ASSEMBLIES r'�' ° •: ' • SMH #1 No. 52053 ' ° 1 N ITEM SPECIFICATIONS / REMARKS °• ; o , ° ° : • °° ° ° . • ° o ° ° . *'\ 12_3_ # — 1 PRECAST GRADE RING 3' x 18" MAXIMUM, ASTM C -478 ° - » rG AVAR RELOCATION DETAIL \ s ��' PRECAST CONE PER ASTM C -478. HEIGHT -NOT LESS THAN 3'. 8' MN. BASE 6 THICI(� ROCK BEDDING) C - SCALE: 3/4" 1' �:q ` � - � r - -ma - O 2 VERTICAL SIDE SHALL BE ON THE UPSTREAM SIDE. 560-C-3250 U 3 PRECAST MANHOLE SECTION PER ASTM C -478 CONCRETE w p CLASS "C" MORTAR 14" PVC TEE IN SDRSD S -2 SEWER MANHOLE DETAIL ° 5 DUCTILE MANHOLE FRAME do COVER. SEE SDRSD M -3. E E A R T H T E C H © ROPE MYSTIK SEALANT. USE KWIKSET BRAND "KWIKSEAL" 3/4" OR EQUIVALENT VAR NO SCALE i A Tj�o Infrastrvctur� Servrces Company rl- i A1GUSf 2003 9675 BUSN A111 ESSPARK ENUE SAN DEGO, CA. 92131 PROJECT NO. 55749 a W CONSTRUCTION RECORD REFERENCES Date REVISIONS 'd Date BENCH MARK Designed By Drown By Checked By APPROVALS w S CALE Offi OF ENCINITAS ENGINEERING DEPARTMENT Drawin No. U ounf o designation car'bacta I A S BU �' 0145 o of San Die Benchmark nation OC located at th e La Costa Avenue bridge over RWR RWR JFA Rec mm /b Q the AT & SF ro#woy Row on the SW c omer o Filmed lans repared Under upervision Of p, p � �, Rro _ HIGHWAY 101 SEWER FORCE MAIN REPLACEMENT ° w a '" °r 145 196 irstyorder). Stan Ere �n: ss �368 Date y' v, ES 434 L AS SHOWN Deb No emotion in r 98 o te: NOS/NGS n0evWing program adjusted thi Traffic John R.C.E No Lero BOdaa RCE 22312 Peter Coto-Robles RCE 52176 DETAILS Sheet 7 of I I o Austin ��� y STANDARD TRAFFIC CONTROL NOTES SIGN LEGEND R I V E R S 1 0 E C 0 .. N T r 1. VALIDATION: THIS TRAFFIC CONTROL PLAN IS NOT VALID UNTIL WORK DATES ARE APPROVED. aFnft Rainbow Paianar ' THE CONTRACTOR SHALL, PER SECTION 7- 10.1.3 OF THE SPECIAL PROVISIONS, CALL THE l M. P I° > ENGINEERING TRAFFIC CONTROL SECTION, (760) 839 -4651, TO OBTAIN A PERMIT A 5 Bonsall 15 incon Wamer sprin = oBorrego Springs ROAD WORT( MINIMUM_ OF TWO 2) WORKING DAYS PRIOR TO STARTING WORK (FIVE (5) WORKING San Re � Valle Center 0 DETOUR ROAD IGHT LANE pip SPEED LIMIT DAYS WHEN THE WORK WILL AFFECT A TRAFFIC SIGNAL). Y g AHEAD CLOSED CL OSED CONSENUCTiON sar, PROJECT SITE Carlsbad Cos ° s "a"'1 AHEAD �v 2. STANDARDS: THIS TRAFFIC CONTROL PL SHALL CONFORM T0= THE MOST RECENTLY L adia Santa Ysobe, ADOPTED EDITION OF EACH OF THE FOLLOWING MANUALS. E9coNWO Posqual ii scissors Crossing a. CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND E a dit ° SAN R °"'°" O DIEG annex COUNTY MAINTENANCE WORK ZONES; AND sal ana each °Rancho DDel Mar Santa Fe ° -- s ° Agua Cdiente C1 C2 C12 c 13 C 17 (FT) b. STANDARD SPECIFICATIONS FOR PUBLIC WORKS- CONSTRUCTION ("GREEN BOOK"). �g NTS Descanso o Mount 3. NOTIFICATIONS: THE CONTRACTOR SHALL NOTIFY NORTH COUNTY TRANSIT DISTRICT L Santee Lakeside o oGuatay Laguna W AT (760) 745 -6522, A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO Pacific Beach 15 ° Mpine val;ey a s END ROAD - SINGLE EXCAVATION, CONSTRUCTION, OR TRAFFIC CONTROL AFFECTING BUS STOPS. Mission Beach ° Mesa IG L / E � FT �+ L � A (� NE Ocean Beach ° nn alley � NJ CONSTRUCT I IVI\ IiLOJLU trL0.7CU emof, Jamul T THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND TENANTS A MINIMUM car � �'� � Gr° Boul� SPEED LIMI d AHEAD AHEAD AHEAD OF FIVE (5) WORKING -- DAYS PRIOR TO CLOSURE OF DRIVEWAYS. THE CONTRACTOR Nalond Ct ° Dulzura Jacum AHEAD SHALL POST SIGNS NOTIFYING THE PUBLIC A MINIMUM OF FIVE (5) WORKING DAYS Imperial B e Imper B a ch i s ° Potrer Tecate Cam PRIOR TO CLOSURE OF STREETS. -- -_ M E x ' c ° C 17 (BK) C18 C20(RT) C20(RT� C21 THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES A MINIMUM OF TWO (2) WORKING LOCATION MA P DAYS PRIOR TO EXCAVATION, CONSTRUCTION, OR TRAFFIC CONTROL AFFECTING THE AGENCIES. -- _ - - - -_ FIRE DEPARTMENT DISPATCH (STREET AND ALLEY CLOSURE) (760) 633 -2800 " KEEP POLICE DEPARTMENT DISPATCH (STREET AND ALLEY CLOSURE) (760) 966 -3508 GENERAL NOTES CON LANE �n WASTE MANAGEMENT DEPT. (REFUSE COLLECTION ( CLOSED 760) 633 - 2840 STREET DIVISION /ELECTRICAL (TRAFFIC SIGNALS) (760) 633 -2790 8. ACCESS TO DRIVEWAYS WILL BE MAINTAINED AT ALL TIMES UNLESS OTHER ARRANGEMENTS < RIGHT UNDERGROUND SERVICE ALERT (ANY EXCAVATION) 1- 800 - 422 -4133 ARE MADE. 9. THE CONTRACTOR SHAD REPLACE WITHIN SEVENTY TWO (72) HOURS, ALL TRAFFIC SIGNAL LOOP C30 W11(LT� W11(RT) SR45 4. POSTING NO PARKING SIGNS. THE CONTRACTOR SHALL POST "TOW— AWAY /NO DETECTORS - DAMAGED DURING CONSTRUCTION. PARKING" SIGNS SEVENTY TWO (72) HOURS IN ADVANCE FOR TEMPORARY PARKING 10. ALL STRIPING REMOVED OR DAMAGED WILL BE REPLACED BY THE CONTRACTOR WITHIN REMOVAL. SIGNS SHALL INDICATE SPECIFIC DAYS, DATES, AND TIMES OF RESTRICTIONS- TWENTY FOUR (24) HOURS (OR REPLACED WITH TEMPORARY TAPE). o 5. EXCAVATIONS: EXCEPT AS SHOWN ON THE PLANS, 11. WITH A REFLECTIVE SAFETY VEST. ALL FLAGGERS SHALL — 1 ALL TRENCHES SHALL BE BACKriLLED ALL WORKERS SHALL BE EQUIPPED ALSO BE EQUIPPED - "STOP/SLOW" OR TRENCH PLATED AT THE END OF EACH WORK DAY. AN ASPHALT RAMP SHALL QU PED WITH A- HARD HAT, C28 PADDLE AND SHALL BE TRAINED IN BE PLACED AROUND EACH TRENCH PLATE TO PREVENT PLATE FROM BEING DISLOCATED. THE PROPER FUNDAMENTALS OF FLAGGING TRAFFIC. EA COSTA UPON COMPLETION OF EXCAVATION BACKFILL, THE CONTRACTOR SHALL PROVIDE A 12. ANY WORK THAT DISTRUBS NORMAL- TRMFFIC SIGNAL OPERATIONS SHALL BE COORDINATED SATISFACTORY SURFACE FOR TRAFFIC. WHEN SATISFACTORY SURFACE FOR TRAFFIC. WHEN WITH THE CITY FORJY EIGHT (40 ) HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 1_ CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, THE CONTRACTOR SHALL 13. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES TWENTY FOUR (24) HOURS MAINTAIN ALL TRAVELED LANES OPEN TO TRAFFIC, EXCEPT AS SHOWN ON THE PLANS. PER DAY AND SEVEN (7) DAYS PER WEEK. 6. RESTORATION OF TRAFFIC CONTROL DEVICES: THE CONTRACTOR SHALL REPAIR 14. A MINIMUM OF TWELVE (121 FOOT TRAVEL LANE MUST BE MAINTAINED UNLESS OTHERWISE T �. OR REPLACE TRAFFIC CONTROL V T APPROVE BY THE DEPARTMENT OF PUBLIC WORKS. DEVICES (INCLUDING TRAFFIC SIGNS, STRIPING,_ PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS, 15. ALL NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE CITY ENGINEER. LANE r, A rnP CLOSURES ROAD DETOURS ROAD CLOS , , RES AND TRAFFIC SIGNAL MODIFICATIONS ASSOCIATED TRAFFIC SIGNAL EQUIPMENT, ETC.) DAMAGED OR REMOVED AS RESULT OF OPERATIONS WITH OVERNIGHT CONTRUCTTON ACTIVITIES WILL REQUIRE WARNING SIGNS BE PLACED AT LEAST AND NOT DESIGNATED FOR REMOVAL. REPAIRS AND REPLACEMENTS SHALL BE EQUAL TO P ON 1 WEEK IN ADVANCE OF STARTING CONSTRUCTION. Q P G G�G . k EXISTING IMPROVEMENTS. LOOP DETECTORS SHALL BE REPLACED WITHIN SEVENTY TWO (72) 16. A FLASHING ARROW BOARD SHALL BE REQUIRED ON ALL ARTERIAL STREET LANE CLOSURES.. O ` g HOURS OF COMPLETION OF UNDERGROUND WORK. _ ` N �r 7. CHANGES IN WORK THE RESIDENT ENGINEER WILL OBSERVE THESE TRAFFIC CONTROL TRAFFIC STRIPING, PAVEMENT MARKINGS AND PAVEMENT MARKERS Y PLANS IN OPERATIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AS FIELD HIGHWAY 101 ° CONDITIONS WARRANT. SUCH CHANGES SHALL SUPERSEDE THESE PLANS. 1) ALL STRIPING AND INSTALLATION OF ALL PAVEMENT MARKERS AND SIGNS SHALL BE THE TRAFFIC CONTROL PLAN FOR ` x 6, 8. FOR WORK NOT COVERED BY THESE TRAFFIC CONTROL PLANS, THE CONTRACTOR RESPONSIBILITY OF THE CONTRACTOR . PAVEMENT MARKERS AND STRIPING -SHALL CONFORM TO SEWER MAIN REPLACEMENT x 5 SHALL, PER SECTION 7- 10.1.1 OF THE SPECIAL PROVISIONS, PREPARE TRAFFIC CONTROL SECTION 84 AND SECTION 85 OF THE LATEST CALTRANS TRAFFIC CONTROL MANUAL. c A SHOP DRAWINGS AND SUBMIT THEM TO RESIDENT ENGINEER. THE CONTRACTOR 2 CONTROL OF ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE C " ` �� � SHALL ALLOW A MINIMUM OF TWENTY (20) WORKING DAYS FOR REVIEW OF THE ) 0 NTR ACTOR AND NTS IS SUBJECT TO APPROVAL BY THE TRAFFIC ENGINEER. SHOP DRAWINGS. UPON APPROVAL OF THE TRAFFIC CONTROL PLAN, THE ENGINEERING TRAFFIC CONTROL SECTION WILL ISSUE A TRAFFIC CONTROL PLAN (TCP) PERMIT 3) SECTION 84- 03.02, 'MATERIALS," OF THE STANDARD SPECIFICATION, IS A MENDED TO READ: _ ENCINITAS a3' FOR THIS WORK. PAINT FOR TRAFFIC STRIPES CONFORM TO THE FOLLOWING � J 9. CONTRACTOR - SHALL OBTAIN TRAFFIC CONTROL PERMIT FROM BOTH THE COUNTY OF STATE SPECIFICATIONS: _ SAN DIEGO, FOR INFORMATION CALL (858) 874 -4025 AND THE CITY OF ENCINITAS CALL (760) 633 -2600. PAINT' GENERAL NOTES RAPID DRY WATER — BORNE, WHITE AND YELLOW VICINITY MAP & SHEET INDEX GLASS BEADS SHALL CONFORM TO STATE SPECIFICATION N0. 8010-51J-22 (TYPE II) NTS 1. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED CHANGES TO ENSURE PUBLIC SAFETY. FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128, SACRAMENTO, CA 9581a, S L IST 2. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. (619) 739 -2400. - - 3. WORK HOURS SHALL BE RESTRICTED TO BETWEEN 8:30 A.M. TO 3:30 P.M. UNLESS 4) THINNING Of PAINT WILL NOT BE ALLOWED. ® WORK AREA ® FLASHING ARROW SIGN (FAS) APPROVED OTHERWISE. 4. TRAFFIC CONTROL DEVICES ARE TO BE PLACED BY PERSON_ TRAINED IN TRAFFIC CONTROL 5) THE CONTRACTOR SHALL INSTALL REFLECTORIZED PAVEMENT MARKERS ON ALL LANE LINES AND SIGNALIZED INTERSECTION TRAFFIC DIRECTION CENTERLINE STRIPING. AND ARE TO BE CHECKED PERIODICALLY THROUGHOUT THE DAY. 6) THE CONTRACTOR IS RESPONSIBLE FOR ALL SANDBLASTING 01- CONFLICTING STRIPING AN 'I TRAFFIC CONTROL SIGN NTS NOT TO SCALE 5. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON— WORKING HOURS. TRENCH REPLACING ALL STRIPING AND PAVEMENT MARKING REMOVED DUE TO CONSTRUCTION • TRAFFIC CONE TNP� TEMPORARY NO PARKING PLATES ARE TO LAP TRENCH BY 12" ON EACH SIDE. CONTRACTOR TO PROVIDE ASPHALT N RAMP AND SIGNAGE DENOTING "TRENCH PLATE AHEAD" FOR ON— COMING TRAFFIC. 7) THE INSTALLATION OF ALL SIGNS WILL BE DONE BY THE CONTRACTOR. ALL SIGNS MUST � TYPE III BARRICADE CONFORM TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL. ALL SIGN 6. PEDESTRIAN CONTROLS SHALL BE PROVIDED AS SHOWN ON THE PLANS. POSTS MUST BE ANCHORED TWO FEET IN CONCRETE AND 18 -24 INCHES FROM FACE OF CURB. O TRAFFIC DRUM 7. TEMPORARY "NO PARKING" SIGNS WILL BE POSTED SEVENTY TWO (72) HOURS PR10R TO THE BOTTOM OF SIGNS MUST BE SEVEN (7) FEET FROM THE GROUND. COMMENCING WORK WHICH INDICATE THE DAY(S) OF THE WEEK AND HOURS OF THE DAY THAT 8) CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEER AT (760) 633 -2704 UPON COMPLETION OF THE WORK IS TO BE PERFORMED. STRIPING AND SIGNING. Q�pFESSIONq OF-LA G Fyn TC -01 ° K atz, Okitsu & Assoclates W 0� No. 59366 m w } E A R T H T E C H = Traffic Engineers and Transportation Planners �. os /3OA7 ° 2251 SAN DIEGO AVE., SUITE A -270 SAN DIEGO, CA 92110 Q � CI VI\ �` V) _z TEL: (619} 683 -2933 FAX:(619} 683 -7982 4 P£ OF CA�\ F� A Tyco Infrastructure Services Company g KOA JOB NUMBER: JA2442 AUGUST, _2003 9675 BUSINESSPARK AVENUE SAN DIEGO, CA. 92131 PROJECT N0. 55749 a CONSTRUCTION RECORD REFERENCES Date B REVISIONS A 'd Date BENCH MARK Q o SCALE Office _ Designed By Drawn By Checked By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT Drawin Na. � Contractor County of Son Diego Benchmark designation OC M 0145 located at the La Costa Avenue bridge over -- - - - JHM JR Recomme /� A r Ae t he AT & SF railway ROW on the sW corner of �_ Plans Pre axed Under Sue ision Of D � PF o Inepector__ -_ -_ ___ -___ ___ -___ - - - _ _ oncrete Irofkway. st andard dicer stomped OC HORIZ: 1 — 40 Filmed _ _._ _ F O ! 03 BY — 1'j By— HIGHWAY 101 SEWER FORCE MAIN REPLACEMENT w� Q C 14s 196a (Gt tvr). Elevation: 59.368 6 � Date s -- _ TRAFFIC CONTROL PLAN ES 434 _z C14 Dote Completed _ _ - . _ -_- _- _ — Note: NOS/NGS rekvCling program adjusted thi - Traffic - Leroy Bodas RCE 22312 Peter Coto— Robles RCE 52176 �? evrrrion :. 100 J R. DE LA GARZA, JR. R.C.E. No. � ____ -- TITLE AND LEGEND Sheet 8 of 1 1 0 f DELINEATOR AND SIGN SPACING CHART MPH DELINEATOR SPACING SIGN WO RK HOURS: 8:30 AM TO TAPER PM WORK DATES: TO LENGTH SPEED LENGTH TRANSITION SPACING HIGHWAY 1D1 25 125' 25' 150' 40 350' 40 350' AT & SF RAILROAD AT & SF RAILROAD 100 -- _ - - -' ' 350 - - - — - - -_ _- - - - TAP � 350' BUFFER NITS NTS '�N — x _350' = HtGHWAY 101 <> R/w i HIGHWAY 101 FA oWO - C17(FT) 1 4' MIN. 1 MI - -- - - -- W11 2 C o - - -- - -- - -- - __ 18 _ 1 Z ------ - - U -. _. RAW b C13- I _ < 1t 1- -- - - -- AT & SF RAILROAD AT & SF RAILROAD - -- - - - --------- - - - - -- -- -- — - -- - - - _... - - - - -- _ W - - -- - -- - -- - -- - -- — -- -- _ HIGHWAY 101 Cn R/w HIGHWAY 101 LL W EX. R1 �_ W W W -14' IN. - W C17 FT -- _ O -- 14 N. C17(FT� i _ - _ � R1 � 14' MIN 2 — ► - -- -- V • � EX R1 w Z t sf I _ _ 1 - - R W -- ,- _ _ r -- { 5 Lu R, NITS R1 F. t 3 y` q c /� u W F -i -- -- 1.3 C18 SYMBOL LIST STANDARD TRAFFI CON T R OL NOTES TRAFFIC CONTROL PLANS FOR ® WORK AREA SEE SHEET TC -01 HIGH 101 SIGNALIZED INTERSECTION PHASE I �I TRAFFIC CONTROL SIGNS SEWER MAIN REPLACEMENT • CONE TYPE III BARRICADE (V BEEN FLASHING ARROW SIGN (FAS) —' TRAFFIC DIRECTION NTS NOT TO SCALE rl --TNP TEMPORARY NO PARKING O Q'?'OFESSIOHq� o ELAGF y � TC 02 0 Katz, Ok & Associates TRAFFIC DRUM o� No. 59366 i Traffic Engineers and Transportation Planers 0:: rn w C) _ SCALE 1 40' W 19 as�30A7 m E A R T H T E C H ° 2251 SAN DIEGO AVE., SUITE A -270 SAN DIEGO, CA 92110 Ln sr �`� Z > TEL: 619 683 -2933 FAX: (619 ) 683 -7982 _ C1V1� - ._, -� � ,; , -� , Li -_ KOA JOB NUMBER: JA2442 40 20 0 40 80 lF OF CA1-�F A Tyco Infrastructure 5ervices Company Z 9675 BUSINESSPARK AVENUE SAN DIEGO, CA. 92131 CL CONSTRUCTION RECORD REFERENCES Date B REVISIONS 2003 PROJECT NO. 55749 o IONS A 'd Date BENCH MARK o Q SCALE Designed By Drawn B Checked B N r Office - -- - _ D Y Y APPROVALS Contractor County of San Diego Benchmark designation OC U — -- - __ 0145 located at the Lo Costa Avenue bridge over JHM JHM JRD ENGINEERING DEPARTMENT D rawing No. -- -. - -- -_ _ - - - -- ar Recomme Appro ed c Inspector the AT SF ra/lnay ROW on the SW comer of / , � ,� CITY OF ENCINITAS ENGIN D - - - - - - - -- - - - -- - - - - _ - -- - - _ c oncrete walkway Standard disk stole HORIZ: 1 = 40 Filmed -- - -- - - PI s Pr p ed Under Supervision Of 1� 7t� o y By ote: NOS 03 HIGHWAY 101 SEWER FORCE MAIN REPLACEMENT w 94 4 N Date Completed - - 14s - - -- - -- - 1968 gat order). Elevation: 5959.368 2 -!O1! _- - -- BY -- ES 434 z /N g program odbsted thi Date Q - -- - _ N GS refeaeln — �' AFFIC CONTROL PLAN elevntiA n 100 Traffic -- ___- - JO R. DE LA GARZA, JR. R.C.E. No. - 5�1�6�P_ Leroy Bodas RCE 22312 Peter Cota- Robles RCE 52176 4Z 6 PHASE I Sheet g of 11 0 0 WORK HOURS: 8:30 AM TO 3:30 PM DELINEATOR AND SIGN SPACING CHART MPH TAPER DELINEATOR SPACING SIGN WORK DATES: TO SPEED LENGTH LENGTH SPACING TRANSITION HIGHWAY 101 40 350' 1 350' f I )AU AT & SF RAILROAD AT & SF RAILROAD ILL W R W HIGHWAY 101 HIGHWAY 101 0 UU 0 C m U 7 7 7 7 7 W -.00 - F- 14' PIN. 14 MIN. C1 7�(FT) i4' M I N. W — L17V-T W Cn Cn W Z' Z ----------- -j T - - ----------- - < IW__AO' ri R � ; p J - -- ,- - - - - -- , • I I � I ! , ' , 1 , A.. of 0 (j AZ 0 9 10 CO NTS 100' 4 INTS c c �� C1 C18 AT & SF RAILR( - - --------- TRAFFIC CONTROL PLANS FOR j- LL W HIGHWAY 101 R/W HIGHWAY 101 -.1 W PHASE I C13 > SEWER MAIN REPLACEMENT W M N. C n C18 W Z C18 I" R/W J 350' NTS 100 LL i INTS co U) C13 C18 SYMBOL LIST STANDARD TRAFFIC CONTROL NOTES WORK AREA SEE SHEET TC-01 SIGNALIZED INTERSECTION 4111 TRAFFIC CONTROL SIGNS • CONE C TYPE III BARRICADE FEE FLASHING ARROW SIGN (FAS) ------- 00- TRAFFIC DIRECTION --a*— NTS NOT TO SCALE q TC-03 o I:) r--e--TNP--a� TEMPORARY NO PARKING F- L A ol SCALE 1"=40' U) E A R T H Katz, Okitsu & Associates TRAFFIC DRUM G 8 No. 59366 C - r" Po rn T E C H Traffic Engineers and Transportation Planners Eq. 06/3OA7 40 20 0 40 80 2251 SAN DIEGO AVE., SUITE A-270 SAN DIEGO, CA 92110 Uj CIVI\- V) > TEL: (619) 683-2933 FAX:(619) 683-7982 F C AX0 A Tyco Infrastructure 5crmce5 Company KOA JOB NUMBER: JA2442 AUGUST, 200J 9675-BUSINESSPARK AVENUE SAN DIEGO, CA. 92131- PROJECT NO. 55749 U-1 o CONSTRUCTION RECORD REFERENCES Date By REVISIONS App'd Date BENCH MARK Desig ned By Drawn By Checked By APPROVALS / A A EDrowing No. 0 U SCALE Office I I CITY OF ENCINITAS ENGINEERING DEPARTMENT U) County of Son Diego Benchmark designation OC JHM JHM JRD :D Contractor dd Contractor — 0145 located at the La Costa Avenue bridge over Re f the AT & SF railway ROW on the SW corner of I 40 Plans Prepared Under Supervisi Of 75g�� 1101AP1,0_7 Appr ye HIGHWAY 101 SEWER FORCE MAIN REPLACEMENT Z 1 ` 4 Ingpector concrete walkway. HORIZ: 1 Standard disk cramped "= ' Filmed By By ES 434 ' '<' E 0145 1968 (first order). Elevation: 59.368 Date 7 TRAFFIC CONTROL PLAN I 0 � C5 4- S Date Completed IvNote.- NOSINGS relevWing program odpsted ta i Traffic - ]R. R.C.E. No. #2 Leroy Bodas RCE 22312 Peter Cota—Robles RCE 52176 PHASE I Sh eet 0 (r < elevation in " 1980) DE LA GARZA, 4 1 of 11 LL- 0 DELINEATOR AND SIGN SPACING CHART WORK HOURS *: 9:00 AM TO PM MPH TAPER DELINEATOR SPACING SIGN WORK DATES: TO SPEED LENGTH LENGTH SPACING TRANSITION * FOR ALL WORK AT INTERSECTION AND 200' TO SOUTH HIGHWAY 101 40 1 350' 1 350' LA COSTA AVENUE 40 350' 40 350' AT & SF RAILROAD AT & SF RAILROA - - -- � ^ , - ! _- --- - - - -_- 3 350' 350' 350' ER BUFFER TNNTTS INTS NITS ; NTS HIGHWAY 101 R w - - -- - - -- - -- _- -- - �s - HIGHWAY 101 � ____ -_ FAS ! W11 C20(L� - C18 - - -- - - - -- - s @O C30 t 3 G� p - — -- - -- - -- - - - - -- - - - - - - - - -_ - - -- CD — - - — _ 18 W - - - k --- -� - -� 1 LL' _ _ — — — — — — — — i — — C G �\ - J _ _ N - Y . _ _ _ k - - M - x y - R () --- C1 3 W R AW y LU Of ,. J F— Q r , _ Y f MIX 320' - NITS TRAFFIC SIGNAL NOTE: CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC ENGINEER A MINIMUM OF 5 (FIVE) WORKING DAYS PRIOR TRAFFIC CONTROL PLANS — FOR TO WORK AFFECTING A TRAFFIC SIGNAL. RAW HIGHWAY 101 TRAFFIC SIGNAL TO REMAIN OPERATIONAL _ — ' - _ - j.- - _ _ w PHASE SEWER MAIN REPLACEMENT Y P • . G - . , - 4' MIN. Lu { r - — LU 0) \ , �/ Z Q - R - 1 `a i w - SYMBOL LIST STANDARD TRAFFIC CONTROL NOTES WORK AREA SEE SHEET TC -01 M / - T SIGNALIZED INTERSECTION TRAFFIC CONTROL SIGNS; CONE ' - $ TYPE III BARRICADE - NTS ® FLASHING ARROW SIGN (FAS) TRAFFIC DIRECTION QR pFESS /O TC -04 NTS NOT TO SCALE Katz Okitsu &Associates TNP� TEMPORARY NO PARKING W s No. 59366 �, SCALE 1 =40 E A R T H T E C H Traffic Engineers and Transportation Planners Eq. 06/30%1 O z • TRAFFIC DRUMS — ° 2251 SAN DIEGO AVE., SUITE A -270 SAN DIEGO, CA 92110 'slq CIVIL. ���� 40 20 0 40 80 z Z TEL: (619) 683 -2933 FAX:(619) 683 -7982 if OF CA A Tyco Infrastructure 5erv7ce5 Company g en KOA JOB NUMBER: JA2442 AUGUST, 2003 9675 BUSINESSPARK AVENUE SAN DIEGO, CA. 92131 PROJECT N0. 55749 w J CONSTRUCTION RECORD REFERENCES Date By REVISIONS A 'd Date BENCH MARK SCALE Designed Ey Drawn By Checked By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT Drawin No. j County of San Diego Benchmark designation OC OfflCe - 145 located at the Lo Costa Aven bridge over JHM JHM JRD 4 mm 9 �/� J Contractor -- - - - - _ - - - - - - - - - - -- - - - - - — - - - - - - Rec A P P ro 1 Inspector e AT � SF rmis+ay Row on the SW corner of „_ � Plans Pre ared Under Supervision Of l��s pj - HIGHWAY 101 SEWER FORCE MAIN REPLACEMENT W Q ~ - -_- -- -- oncrete walkway. Standard dia* stamped OC HORIZ: 1 — 40 Filmed �e Y - - -- Y— — ______ _- -_ - - - -_ - _ -_ -- 116 19M Mt area.). Eletintlon: 59.768 I�4t, � Date ate-_ // �7 0 3 - — B B TRAFFIC CONTROL PLAN ES 4 4 Z Date Completed — - - - -- - -- - - - - - - - -- - -- - - - Note: NOS/NGS releveting program od�usted th S s Leroy Bodas RCE 2231-2 Peter Coto- Robles RCE 52176 Sheet 11 of 11 0 Traffic _ - JO R. DE LA GARZA, JR. R.C.E. No. _ -_P -- ___ PHASE 1I Q ewtion in IM -_ -- - li O