Loading...
8 PLANS FOR THE CONSTRUCTION OF STORM DRAIN IMPROVEMENTS IN THE CITY OF ENCINITAS PROJECT NO. C 99A 19 9 15 13 COAST HIGHWAY 101 _ _� - 2 ,2 ,a I L L 17 2 10 8 , - - - - - - STREET - - SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 7 5 3 w ~ w w W W W W W W W W W (n 14 to in VI U) V) t!1 (n W li = - Y U p 0 SHEET INDEX GENERAL NOTES SHEET 1 - TITLE SHEET 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT SHEET 2 FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. THRU STORM DRAIN 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. SHEET 7 PLAN AND PROFILE 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL SHEET 8 - DETAIL SHEET OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. LEGEND 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. SURVEY CONTROL DATA PROPOSED FEATURES 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE RIP -RAP PER S.D.R.S.D. D -41 PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR S11 DESCRIPTION NORTHING EASTING COMMENTS KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES Q 1 PK NAIL N 96141.5630 E 100147.2791 FOUND TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD 2 NAIL & TIN N 96175.3165 E 100434.2416 FOUND OR NOT SHOWN ON THESE PLANS. LEUCADIA � 3 PK NAIL N 96619.2960 E 100091.3142 FOUND ENERGY DISSIPATOR PER S.D.R.S.D. D -41 & 43. 6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON BLVD. Z z 4 PK NAIL N 96654.8392 E 100380.2966 FOUND SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE y Q s CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND Z v 9,L 9, 5 NIPPLE NAIL N 97096.8398 E 100035.3836 FOUND FACILITIES PRIOR TO THE START OF ANY WORK WHICH CROSS NEW STORM DRAIN PIPE W r9 �y 6 PK NAIL N 97131.4160 E 100324.4146 FOUND o a PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS rn o F, 7 PK NAIL N 97574.5732 E 99979.6179 FOUND MODIFIED TRIPLE CATCH BASIN PER TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 8 CONC NAIL N 98052.2072 E 99923.5825 SET PER TIES �y *+ 7. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO n 9 LEAD IN TC N 98090.3669 E 100249.6270 FOUND STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH S21 10 X TIES IN S.D.M.H. N 98530.7107 E 99867.8457 SET PER X TIES * MODIFIED STORM DRAIN C COMPANY REPRESENTATIVES. j 11 BOAT SPIKE N 98566.2648 E 100167.1715 FOUND CLEANOUTS PER 9 e S 5 8 NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE I E B` vp. 12 CONC NAIL N 99026.3846 E 99961.7304 SET * "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL 13 BOAT SPIKE N 99043.8480 E 100111.2083 FOUND CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE 14 1" I.P. LS 4368 N 99451.6259 E 99457.5327 FOUND SAN DIEGO GAS & ELECTRIC COMPANY. my��i 15 PK NAIL N 99521.2170 E 100045.7000 FOUND PROJ ENCINITAS - TELEPHONE: (800) 422 -4133 STORN DRAIN CLEANOUT TYPE B -6 LOCATION � 16 BOAT SPIKE N 99661.8710 E 100029.2852 FOUND ® PER S.D.R.S.D. D10. B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK 17 1" I.P. LS 4368 N 99963.3122 E 99690.5216 FOUND SANTA FE DR. 'Q a NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. S -9,I, 18 PK & WSHR LS 5562 N 99993.9183 E 99950.3250 FOUND STORM DRAIN TRENCH PAVING PER 8 TELEPHONE: (619) 546 -3606 tir y 0 19 BOAT SPIKE N 100000.0000 E 100000.0000 FOUND q C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK j 20 WELL MONUMENT N 100537.9683 E 99937.2978 FOUND NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 0 21 FELT + OM MH N 99486.9710 E 99756.2587 SET PER TIES NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN "o Z Sg RECONSTRUCT CURB & SIDEWALK WITH THE PROJECT AREA TELEPHONE: (760) 633 -2709. y a w * PEDESTRIAN RAMP PER S.D.R.S.D. G -30 NOT PURPOSES ONLY AND DO 0 AI SHOWN AS SET ARE FOR CONSTRUCTION U NOTE: NAILS S 0 STARTING K Y PRIOR TO S NG 1NOR VII COMPAN OR NOTIFY X CABLE TELEVISION BIRMINGHAM � cr � D. THE CONTRACTOR SHALL NO CO , DRIVE CONSTITUTE PERMANENT BOUNDARY OR STREET MONUMENTAl10N. NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. G� P� P� NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES RECONSTRUCT EXISTING AB CR WITH MODIF ED S.D.R.S.D -1 GUTTERS TELEPHONE: (800) 22- 413310N COMPANY. 5 �, Z VICINITY MAP 8. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN INSTALL REINFORCED CONCRETE PIPE PLACE. NO LANSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR AC = ASPHALT NO SCALE PVMT =PAVEMENT C ONCRETE ECR =END CURB RETURN RETUR AS NOTED ON PLANS APPROVAL OF THE CITY. i PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION 9. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY SAN LIP = GUTTER UP PCR = POINT OF REVERSED CURVE INSPECTOR. ELIJO X -GTR =CROSS GUTTER (R) = RADIAL BEARING 10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC LAG00 EP = EDGE OF PAVEMENT VERT. = VERTICAL WORKS CONSTRUCTION (1997 EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO TC =TOP OF CURB HORIZ. = HORIZONTAL / THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO >: S21 FL = FLOWUNE SDRSD = SAN DIEGO REGIONAL I THE AN I REGIONAL STANDARD DRAWINGS MARCH 1997 REGIONAL STANDARDS COM TTEE E S DIEGO E L S ( INV =PIPE INVERT STANDARD DRAWINGS EDITION), CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 1992 EDITION),AND TB =TOP OF BERM EXIST. = EXISTING CONSTRUCT 6" AC PAVEMENT OVER THE SPECIAL PROVISIONS FOR THIS PROJECT. ALL WORK PRFORMED WITHIN THE CALTRANS BC - BEGIN CURB READ. = REQUIRED - - 10" AGGREGATE BASE AND AC BERM RIGHT -OF -WAY SHALL CONFORM TO CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS EC =END CURVE PVC - POLYVINYL CHLORIDE PIPE A (LATEST EDITION). PER 2 ALL PRIVATE 11. A IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL lE IMPR OVE BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE NA T E PUBLIC RIGHT-OF-WAY DESIGNATED 0 B PROTECTED IN PLACE THAT IS DAMAGED BY THE T CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COS T 0 THE C ITY CONSTRUCT CONCRETE LUG PER S.D.R.S.D. D -63. uo ca 0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: OC -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPROVED PUBLIC IMPROVEMENT PLANS FOR: N DESCRIPTION: BRASS DISC STAMPED OC 140 HORIZONTAL AS SHOWN STORM DRAIN IMPROVEMENTS LOCATION: NORTHEASTERLY CORNER OF DATE: 0 014 - D RAIL ROAD BRIDGE ABUTMENT BY: BY: S ECOND STREET Z AT INT OF AT &SF RR VERTICAL AS SHOWN R.C.E. N0. 0 HOLT, RCE NO. C 18189 ALAN ARCHIBALD, RCE NO. C 21869 & ENCINITAS BLVD. ENGINEER TITLE SHEET a ELEVATION: 77.489 DATUM: SD COUNTY EXP. DATE: DATE: WORK PROJECT NO. CMD 99A SHEET 1 OF 8 U Q PLOTTED: 01 /27/99 i t t I - - -- - -- - - - - - - - - - - - -- - - - -- - - - - ir e i } i t Or I - iE 7+ 00 z 8+00 PLAN . 9+00 10+00 HORIZ. 1 —20 m PO g COORDINATES N 100262.5774 + © E 99661.0845 n 66.91 LF. 48" R.C.P. D -1350) I II Z I N 100246.7469 E 99663.4066 I� II Q N 100230.5799 I� 4 E 99665.7781 3 N 100221.7939 II E 99667.0669 CD Q , v_ `i 6 + + II W o 26 N 100164.4351 + cn ± ` w I V I I I E 99675.4808 t0 (r a II �'' a CA Z t° > > to w I > I I 3t I © N 100162.9453 1 �T ° a' ;a CD p A 2 I m x oo �� E 99675.6549 I ------ 07P, -+�/ — - - -- > ° Q z tu z v_ M 2 4 WII �I W Q N 100161. h J J J J J 29 x E 99675.8290 (L _ z a I I I 9 N 100003.3599 z N 0 t; a / I E 99694.3053 REMOVE do REINSTALL Y aP ill I ' f I I i I ; i `'' o a m m d BLDG d ` L — — — — — — — — CHAINLINK FENCE ? � HP — — l Q / oJ� h �' 1 J I I f — = o Q FENCE J o I — — — — — — + Q N 99999 8839 'I ;`✓ ------- - - - - -- I E 99694.7148 + —-- - - - - -- to 9 +64.19 BACK 11 II 15 / �� OD ° L) + o A STORM DRAIN EASEMENT I S.D.C.0. 3 © 31 N 99999.4979 1 000 PER F N 54928 O.R. o- 1 I 1 14 / 3 1 / 3 `/ $ 3 REC. 3%30/70 v ' 'O ° t I I I SECOND 4 3 E 99691.4375 0 to ' I © N 99994.5865 E 99684.8529 W EX. 24 RCP �X. 23 2 - pG 7 0820%42 JOIN PROP. AC BERM \ -- -- - _ TO EXIST. �.� • 4. ' STREET 'r in _u) 31 — — — — — CONSTRUCTION NOTES s EXIST v 2 3 \ 5 7 S53'16'53 "W 1 �S SH 3 O INSTALL RIP -RAP PER S.D.R.S.D. D -41 CATTAILS W 1 2 / /�/ / / �� 8'21 L = sr- Q— CONSTRUCT ENERGY DISSIPATOR PER S.D.R.S.D. D -41 AND D -43. ' 3Q INSTALL 48" DIA. R.C.P. (D- 1350) REMOVE AND REPLACE 1 ,, W W \ . y . / / 2 II ®— CONSTRUCT MODIFIED TYPE "G" TRIPLE CATCH EXIST. CURB INKIND AS -1 c �P, /� NOTE: STREET STRIPING SHALL BASIN PER DETAIL B ON SHEET 8 REQUIRED FOR CONSTRUC N. Pc a' / 1I Q5 INSTALL 60" R.C.P. (D- 2000) ti0 p sr / o ©— CONSTRUCT MODIFIED TYPE B" STORM c � h BE REPLACED IN KIND " AFTER COMPLETION OF �I ( C DRAIN CLEANOUT PER DETAIL GATE 8 — 258-05 STORM DRAIN CONSTRUCTION. II Q7 — INSTALL 54" R.C.P. (D -2000) F e REMOVE HEADWALL BLDG II 12 TIE EXISTING 24 DIA. R.C.P. INTO PROPOSED STORM DRAIN CLEANOUT. SEE GENERAL NOTE 6 ON SHEET 1. SAW CUT & REMOVE EXIST. AC NT AND REPLACE WITH 6" THICK AC PVMT. s II I (TYPE III C2- AR4000) OVER 10" CRUSHED I II I AGGREGATE BASE. 15 REMOVE EXISTING AC BERM K' A "' \ NPA\v4NG DETAIL AND REPLACE WITH 6" TYPE 2 NO SCALE W BERM PER SDRSD G -5. w DISPOSITION NOTES F— 1J—PROTECT IN PLACE E E —REMOVE EXISTING ENERGY D ISSIPATOR 3 REMOVE EXISTING 24" R.C.P. STORM DRAIN U E— REMOVE EXISTING CATCH BASIN CD i 3 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. Pc R I - - 4� - - - BENCHMARK: oc -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR PUBLIC `' DESCRIPTION: BRASS DISC STAMPED OC 140 IMPROVEMENT PLANS FOR: 4J HORIZONTAL AS NOTED STORM DRAIN IMPROVEMENTS Q LOCATION: NORTHEASTERLY CORNER OF DATE: BY: BY: 0 014 -DI RAIL ROAD BRIDGE ABUTMENT SECOND STREET AT INT OF AT&SF RR VERTICAL AS NOTED R.C.E. N0. k6YD ALT, RCE NO. C 18189 ALAN ARCHIBAL15, RCE NO. C 21869 PLAN AND PROFILE FROM STA. 7 +00 TO 10 +00 k ENCINITAS BLVD. ENGINEER Q Q < ELEVATION: 77.489 DATUM: SD EXP. DATE: !- L �- DATE; COUNTY �j WORK PROJECT NO. CMD 99A SHEET 2 OF 8 Q PLOTTED: 01 /27/99 w w / ► • r1.Y •■ -- wl wwww — www wwwwww- !liii■a� - -- wwwwwwwww— w--- $w$ - -w— $$www $$$— w - - -w -- wwwww= wZ�fjtwwwwwww $ww �wwwwlww$w Ii �r� w_$.�i�wwwwwww$$�w�Twwww �i i / • 1 i $ww$$— i - ate. - � $ $ __�— $ $$$$$$$$ $$$ $--- j=---= ���== �===== — =_ = =$ $wwww ■ $wwww----- $$ w � $ww$ � i$ � 1- -1w — =— ==== = = = = == - - == = = = =� =— -- -�� - -- =--- _— __ —�___= — __ - -$$� __ '$ _$$ $$$ =S�$ �`$$$$ = =si= w�- - a�'i = =S • ■ �iwssww— wwwwwww =i — w www -- — sa�s� — ri sa-di'�iwww = -s ■ - a�— w$w S ■� www— www www _w_ - T = -- www---- w - - Z == - r =�r�T_ www l�wwwwws - =w wwwww ww Swl-- �w -w -w- wswww- SwwwSSwwwwwwwS- $www$ $ S = w— w — www = = � ww !! -- wwwww= wliw ! — ar�ciw wwwwwww = = = w.�.�_i■��_a.aV��s ■o .•�iw !lwwwwlwwwww wwww! —w� -wwww i!■■a�— www = =SSw — $ S :$$$ $$ $ $$SS $$$ _ $$ $$$$$$$$$$$$$___$ $$mm__a -- $$$$$_$_$_$$$$ -- — $$$$u$$ $ $ $$$��$ --- - - - $$ -- - - wwww -- - wwww - -- - �� - - - - -- wwww -- wwww- - rJ- = - - - -- --- - - -- wwww -- ---__- --- --- -- - $$$ wwww -- -- 1 wwww -- - - -- - wwww -- - _ ■■-� —w -- wwwwww -- wwwwwww wwww wwww -- w w w www— lwlwwwwww � �lwww!!!Z!!i!!!!!!w! ! :iii■ �wa_w�!!1!! owS�o moo!! �irr•i�.ii!!$ ■�.'�� —wwiwl wiw !! w— a■ �!! !!!!w!!!!!!w!!!lilar_!lw�la� - af �i�ilwlwwwwwww !!!!l /waa■-!!!lwwla�! ��� $�� • :®es�e $ss•ss s $$ s :s$sis$$ : :: $s s $$$ $$_ $ � s $ = =$ : $$ �$� � �. $$$$$$$$ :, m�aes$ Jr.!, ii$ �i$ - -- - -- —a =— __-- _ - - - -- -- ---- --- -_ — _ —_ _-- wwww— __ _ $ w—$$$$$ wwi sw$S $— wwliww!!!!lw— w— S$$www�� w w— w w-- w$$ww�� wwww —il - - w —w S��ww —w— wwww— ww —w--- www- -w w ■ _ r w �•• ww —�sww —wwww ww— w — r a sa =s = = wwwww = wwwwSS s - ■ssi SSS ■�a� ■- ■ww - _w1s • ■Qi . ' ■■■r.+ n■ wwww = .� $ = w Ss=ss s= s$ =$$$$$— $ $$ $ $$e 1$_ -- — wwww -- ------ - - -s — s ss — wwww— a..••.� - - - $ s = =-- =______________ __ _— _ �' —� _ $$$ w.■R"'T --,� .� 1 --aR al /mar - .•i��■ - ■ / -� -" ----------------- - - - - -- w -. L] w ■— w■ -.... www wwSS------- wwww -- wwww - - -- :$$$ -- s _ -„�._- w wwwwww— --- lww —w!!ww wwwwwww■as�w w— wiwwww —w w ��.•/a.a- //.aa._a ar.-a•a- a■�.•-■aa -.■ _s-■ r.-i�a■■r.■ --- wwwwa-ar.w —�— www ■ + � �• • ■ - �•■•ar - • � � .11 w wwwww —w w w ww w al $$$$$ $ $$$$$ $$ _ $$$sue ss =s$$s= = •$ - - �_ _$$$ =s$ =$s =s -- __ -_- sass: :: .ss: -$ $ --$ $$ - - - - - -- - IBS wwww - wwww -- S■ _ - .ate ■$ - $_ -I $_� - - - -- all $a m=m .; w - - - fi -- --- wwww -- w ! !w —wwww w��lwwlwwwwlwwlwww jw ww w = =� = � ■ �_ = ww �_ —ww�� wwww - -- wwwwwwww =lwa� ii =11 1 . w�aa -!i. wwww ! !— wwwwwww =wwa_ $ I� i • �i '�1 1 i � w � s��i ■�1� ww _w__ww_w__ww__w!_w_w_w_w_w__w� ��$$� a�ww 1� a$a� 1swS n a ml�r ■ _ w _ !— wwwwwwww ■■■� wwwwwwwwww ww wwwwwwwwwwwwwwm '�Y w ww w 1! ! -add$$ wwwwwwwwwwwww � $$$wwwwwwwwwwwwi■ ■ �wwwiwwwwwwwwwwwwwwwwZ - �-s�s �_ ■ w w =Sllww wl lw wwwwa -. S_ wwww-- w_w__ww_w_w_!_w!_!_w__ww_w_w S_w - S ' S wwww wwww_ w ww wwww - _w - wlwww_ww_ - !. !_!!_ww_w_wwwww wwaa. ■7 wf■ Sllwwww. $ -_- ■ - 1 - ■ - _w_m_w_w�■ -� �S_ a - S_ - � S__s - ■ S_� w_ a� w_ �i a� w_ w w_ w_ w_w_w_�w_w_w__ww_w_w_w - ��_■ w- wwww - - � - - - ■��■ .� - awwwwi- nwww =SSSSa�S� SC S --w- -w w w wwww - - -$ - -- - w ---■■l a■■- wwww - wwww —w— wwwwww == www ww w wwwwwww wwwwww wwww- w -mow www $ --- $s= =------ - - -_ -- _wwww _- -_ —_ —s =� �� �_-- _s__ - - - _s_ = s - - -- ___� w wwwwwww www wwwww www www w --- w■■Ili� wwww! wwww —wwww— - it -www wwwww !w -- wwwwww wwwwwww !www www —w! w ■ w! aaa■r_ 7 ww w - wwwwwwww $ $ � $$ $$�$$$ $$$$ l www:QSlw l wwl w www!!! S w!$l aanS wlwlw $ww!l�VJw w— wwww�a!!l www !!w w wwwwwwwwS- w- wwiw -w- w ww iS i — wwwwwwww -w■■■1 a1- a■ I- wYa■■-•• IIY .a.1.l.�w_wwlw$wwSww_Sw_w_ Swww S www'.ci'SwSSS 'i - j s � C - ■■■�i = i'�1■�iS' �I'.��'�S •1 =SSw wS= S s wwww= w'�iSSS s �■s'.cwwwww ww w w ■� ww w_ w_ _! —wwwi $wwwwwwww -- www$w w $$ www —wwww— wwwi www$$$ $SCw$$$ www wwwwwwww$$ w$$$w —www _ --------- - - - --- wwww -- _ �_ - - -- wwww -- -- s sSS = = = = =__________ —__ -- = = = s =�= : xa - - -- �. �.-. 1r.---------------- ��$ �------------- �...--------- - - - - -- $wwww _- - - - - -- wwww -- S a � -- s - -_ - -- $= S$���Il�i�- !!! -wS liw SSwwwwwwwwwwwwwwS ww! ___ =w ! !!wwlww w_ !ll ww wwww $ 1 � www www ww ! w!w— Milan $--- . .1w— �- ■a■�Z = w�i __ __$�{,:,,.= www_ ww w _ w w w w$ ii — w - w - wwwwwwwwwwSwl w ww w_ w$ w w wwwwiw ww !l -w- w w� � a w wla ■- w_w_www_wwww_�ww$www wwww ■aa�■r• - � ww — !!!!!wwllwwwlwww!llaaaawww __ _ '�_� S - -wwa�ilta��� ■ Ss�i�a�S ■s'�Sww1�_ wwww www= S a�i�■s • � _ �- __ www w w w w w ---__$ $_ $_w_— m_w__— _ = =— w— ww_ww_w_w_w_�_ �$ .■i� w.�i�ww awwww$$$w w ww www w $_ �iw_w_w_w_ wwwww_ w_ w __$ iw_wTww_w_w_ii • w �� a-wwwiwww$wwww ww ' �7ww • w— wwu / 3 �T�:�S'lS i �!$�t$$�'C :�' $$ - ti e J!!w!!!lwiiliii-- ■■■- aiSSSiiiw iii lwi iii-- iiiiiw!!ilii wwWWMP ills iiwii w!!ww■■■ - ii .ia �!! i!i■ a- wi!!!■aaa_ wilt . i • a $ 3 $_ $$ $� $ ms`s; $$$$$$$ $$$$$$$__ - a= $$ $$_ $$$$$$ ■• $$$ $ r$i.iw w$ y r a � . iE$wwwwwww$wwwwwwwl�$$$�-�i$i$w $$$$ww . www$ www$$ i$$r- a- $Siiw$�$wwwwww��i li S yy� i1i www w -- ww � fvJ w wwww--- wwww!lww - -- wwww -- w —wii wwwww— ww ww —w = wwww— w - a� ww wwwww —wwww w S $$$$$ 1••r $$� =�� $ $$$ �`� $$$= w— w— www- -w-- -- wwww = $ $ Siwwiwwwwwwws- -w = www$$ wiwwsw $ $$$$■ $$ �$ S$$S = S$ $$$$ $$$ $ S $$ s S $$$ $ S wwwwwl ■_w --w —;� w 1a !! wwwwwwww 1 •w— wwwwww!!wlwwwwwiiwlww —w wwi w ww!lwwwwwww wwwwwwww!lwww— wwwwwwww -- �w as -www! BUNSEN w w $$ SC al. $$$ $ $ ss•�ill $ S = S S = i -- == =__________ $$ —w$ 1■s•�sss= $ $$$$ = =�IIEW =$= =$ $ 10100010 ___________________ $$$IMENEW — ____ =$$$$$$ w - - w�� - - - -- --wwww wwww--- f— l--------- ��-------- - - - - -- wwww —_ _ _$ �$$s s$s ss$ _$$ $ $ $$$ assess = = = = = = = = S S'.:�*s •+ /il•.1:: ' _$$$_ = = = =_ =$ == $_$_$ = =_$ _== $$= $$ = = =— � --- �s $$$$== $==== $$$$$$$$$$$ --- 11 S --- --- --- _ -- ----- - - - - -- wwww -- . fl --- -- - - - - -- wwww -- _------- wwww -1 -------- 5. ____ __________ wwww -- • --- - wwww -- -- wwww -- wwww- --- - - -- wwww -- wwww i = - - -- - - -- wwww -- -------- - - - - -- wwww -- --- 1 o. - --- - - -- — ; /. .., ese ass = - = =_��____:- - s =s s = - -__ =— .-■air MI a =• a ■ = _ � _ = a-1 a ■ m; 1 =mt� = = = =__ =_ =s_ss s_s $ $ 1 $$$ •� $ $_ _$$_ $$ $$ ww $$ $www iwww--- ww - ■w$$$ •. www i iw$$$ - wswww -$$ M$$wwwwswww$$ w$wwa -1 I�ww wwww wwwww S == = == w $$$w w � $1 �iiwww 11 •-/ w$ wwwwwwww- aala-$- a1- w$ ww $wwi!lwwlwwossllwwwaa-■�lTw$ww www wwww siw w wwwwwwwwwwwwwwww -l� z l-wwwwwwiwwww - ■� w wwww 1 ■■■- wwwa■■- 1 ■■■■■■ 1 www ____ SSw wwwwSlwww_SSlwwwwww lwwwlwwlww!!wlww — a - I■i 1 - ww ■- a- liiT�•.�TTT7rS�_1�f.�iwwwww w i ,�$�� $ ■ $ $ $ $$$$$ wwwwwwwwwww - ■w w w w a■� --w __ ���! =- a�wwwli -���• - - - - _. - w w� � Si s =_ www !w!!a■■ -■ www wwwwwl ! �� $$ SSSSwwww- ■ =� -S.S= S ass$$= $$ $$$�_ =� = == wii - -� wii �j will SS = sS-- �� M -- _____ ________ =, - - -a w i - � -� -- �.�. .�Jrs i��` r■ �- 1..■� - - - - - $$$$$$$$ w �$— $� $• $$$$$$$$$ =$$$s$$ --- wwww- Poll I I — $$ w = = — ■ =$$ ■ �i.� $.�i $$� $$$$$ �$$:$$$$$a �-$$$ 1���=$$$=_—$$$ �$�w$$$--- $-- $sw$wsw$$.�- -_ - - - ��__= _�_���$�$$•�si --__ -� -- -- wwww- • - - - -- -- -- wwww- -- -- - - -- wwww -- - - --- - wwww -- wi -- �• — wwwww wwi— wwwa■- ■wwiw ---w sf !w— ww!!ww wwS� Swwwwwwwwwwwww a■� - Qi- - wwi�i wwwwwwww w i s= s s s sass s ass s ass_ _s ss = =_ =_ =a =_ =_ =_____ —_____ s_s_s = = == ss s =___ _ = = = = =os—_� -- --- �1�- - � - -- $www$$$$S$$$ =w$w$ww —w . wwww�www$$$$$$$$ww=� =� ���w $w$$$��TQ �• j�• w w$�$$$$ $��ww $— wl - - -$ ■.$ wwww_a -_-- w----- -wwww— wwwww$ wswww —wwww— wwwwww-- www$■ wi ll^■ �T �. ����r�ax= �a�i���. ri.- illww_ i_ i�iw$$_=_ alassis= s= wssw• �i- � _•i.�iaa�$!$����_i■.�lwwwwww !w!— ww-- ■ • -- --l- -- wwwww— w w-- w— wwwwwwwwlwwlww■■■■- � :se i ass ■ SCis =S rww - - � ■•sii =..._ -.._ -' •w.an� _= ww_ wwww j ■ • www a�•1�_ --s- -w w :1�- �w— wi■a■��.��r- r�s�ax>ocs i � a_r ■a -w wwww wall �SS iw$ ■ ■$--- Saa- aarla��■Y!T SSS w wwwww —C� � _ �� ��$ � - w$�w wwwwi- www ww l .. =$$$$$$$�$$�$ � � � -$ / '� ww w— Swi7•.wwww �1 `mmmm' m .� www —wwww w— = w ww ww wi - --w www =wwwww i -www wwwwwww ww s �� /� .YJ•1 1•�� /!� __. - -' +-! ! ■ ■ iiiiiiliw!!i iiww!!!liiiii iliiilwiiwiii w!liiiilw!liiiiiiwwlww! �� �• _ .�.��i�$$ — wwww -- s a = =s :�fl�'�ib:f•ffa�•!w� wwww -- � w i w— w . � .� ww a.J-Iwwww wwww wwwwwwwww - aaaQi -- = a ss s— s_ s - -_ s --_ s_ =_s_s_s__s_ss__sa�; l;- a s_s_ - ass $ $ '�e$ s$$$�e $ :- JEW= $ $$wwi $ $ $$$ $$$ S $$ =- www wwwww -i ■1- .. 1 $ww . ww $ $$S=$$NOR w ww$ —w$�= — SiSssswwwwws =SS$ .$$$= SS .- SSS �T�=== wwwwww$Swwwww$wwwlil www -�1•' $www � $ wwwwww$ •�I•• I wi$Sw $wwwww wwwwwwwwwwwww ww$S =wS $wwwww wwww wwww/ ii.$ $wwwwwwwwwww www$ $w$ M= ELM: 1 aar►a�Sii■ �Gwwww /. ■/. wwi -- www -wwww wiwwww !S!l wwwww -a ■■r wwwwwwwwwwww wwwwwwww !!S S SSS! wwwww ww wwiii!lwii!!ww www w w w w ww w —lwwwl Swwww www JI >aJ M ■_www! ■rfii w w!l ■.■1_ —w _ww_iww_w_w_= S l si ww S—w ss _Sw_w_w__wS_- ! '. \1�� �� w_w_w__r■ 1 w_ _ww__w_S - w_w_s_wS_SS= $ a■�i1$$$$$$� $$$$$$$$$$$$ $_$$$$$�� $$$$$$mmm$mm _- _- _- _w - _ — wwwwwwa a i���.iir �� www ■ r . � • � � wwww w w = ww T� ww =�_s $ — wl --wwww ::V$ww wwwwwwww—$— lwwwwwL S$$$ w----- =SC=— SSlil- wwwwwwlwwwww$ =wwwwwl wwwwwl — wwwS $$wwwwwwsiiwww!lwwlwa■r�l�aa■ri - ./■�►.' www :Swwww sislsi■w$Sw — —www sss ssssss � a $ss ss$$$s$s _s_s $ $ $$$$$$ $ s $$_______________$$$$$ _$____ = = = =sis �� $�s$sss =__s =___$ =$�;;$ i • � :�$$$ _ w = e== ass = = — == —_ ■'S wwww . ►-� www $wwwwwwww$www �a�.$.$w$■i— www$w$si$ w— wwww wwww - - w wwww— ww w w 'ji - - �'i �i w-- wiw --w— r.>.■�;'�ia.�" w--. � w_— _— _w_w_w_w__w— _s__ww_w_$_ = =��� w w ww w-- w - -/1_ -__-- wwwwwwwww — www w !-! iSSl-- wwwww w wwwwli!! w - _ =_wSww_w_ iw - w_ w w ww Swww_! www -wwwS � :w__aal w_ww_w uww wwww_ -- w_ -w_w ww w � ww - _� SS $$ = =�- =�SC�w ��$$$$$ i = =wwww -- w71•www -■•_- a ■�$$ www - =w --www ww w�� _ $� - $ - wwww wwww$ :$wwY�wwS$_- � $wSww -www $wsww$$$$$ -- w ���� =� ► i. = == 5 = == w ww ww wwwwwwww www www --wwww .�. -� � �•�- $ $$$-$ s sw— wwww— w— Iwww��w-- w�liwwwwwww - -- wwwwwwwww wii_ - -_www_ �. wwww — wwwww —w wwwwwwwww!!w!w —wwww — wwwww. �.: r-_ �.. ��.r- w. �a. �..- ����a r.�>_r..a�.1.•...a�— w-- �i:�l— wwww!!— w_ www-- wwwwwwwlw--I— l— �a-�..��.��� 7♦wwwwwwilw -- www— w_w_ million �$OSCQ:OCO$C�$$�iO�i� � ss�sOSSSO�ss=O �- SCC�• $$$$$� $�' $ y ii$�i3• . - -� - ■�■- ww— wwww —wwww w '-"� wwwwwwa-! li 'ississiiississsii_i!i'Si'isii' iii' iisi�isisiillilisisiisissssssi�i 'iiiisiis aaa■r�s aar�i����'.•�"ii - �I �- .�Iwlw— wwwwwww T�a■Ti-w S S SQ S s SSS =S i SC SCS SSSSSS i � �•� � _ • _ 9 1 iw - ■ S =s $-------_$ � �$$$$ �$$$$$$$$$ ww �w$$ �$ �$$$ �$ ��$$$$$$$$$ w $ = ===_--_ �$ � �_ �$ �= �__ � =sfi I s - ■■�i - � � .�__$ —_— � �� —__ - - -- wwww -- -- ---- - - - -- wwww -- — -- -- ------ - - --- -- — --- wwww -- -- -- - - - - -- wwww -- — www -- _ - -_- -------------- ---------- - - - - -- ww -- —_ — wwww -- — wwww -- = —SSS : a _ ww— www--$$---$--$—$------ � � wwwww $$$$ ii a- •a�iw$$wa1-- Sw---- w--- ww —w`i ■T $ i$— wwww —w— www =— w— $w$$w— wwwwwww ■■■ $� = .��� T $ w-- wwww ---w -- --- wwwwww --- wwww wwwww __ _ww_w_ww —w —w— www wwww_ _ww__ww w -- wwww wwwww = = M EE wwww — w— ww —w--- —w— wwwww — _wwwwwww w ww iii wiliiiwwwi iiiiiiiii iii sills iww!!wl ii =_ = = = w!!! ii �iiwiii = = = = liiilii ills = = = == !� !!! !i!w lwaal- $$$$ s$$$$$$____$$$$$$$$$$$_____$$=$$ s$$$$$$--$-- $$$$$$$$$$__$$__$$$$$$$$_$$$$$ — -- - - - - -- wwww -- --- --- -------------- - - - - -- wwww -- --- - - - - wwww -- — -- ------- - - - - -- wwww -- — — --- — -- -- wwww -- ww - - - -- $ i $$w $ $$$ $ $ $ $$ $ w—$- — --- ------ __ —$$— w $— --- wwww - $$-- w—_ wwww -- --- — $$$$$- ■■� - -$ $$ $$ -- $$ - _ww -- ww$$ � $— �—=- i$$$$- i$— $S$is$i$— i ■ � — � -- ■$��— $$---------- - -i - -- .w� ■s ■ il a � = --------- Q$= � __�_________�___� -_ — � -- ��--- ________ ?___— _ - - -- -- -- wwww — — — ------- - - - - -- wwww -- -- wwww -- -- wwww -- s $ = - - - -- SC $ $ $ $$ $$ $ =S = =Sim $$$ w$$$$ $$$_$$__$$_$_$_$$_$_$$_$__$$_$_ $ w$ww $ww $ - li -- wwww —s $ =Swwww —w ww$ wwww$ wwww$ $ w$—w s —wwww— wwwwwww w -- ww ww— w — $ wwwww =� - - = w S•w— wwwSww wwwww$$$$$ — wiw$ww -- — w — w ---www —w —w www S� ww —w— — ww www www — - wwwwwwws w =SSC w w www wwwwwww w w i _ --_ Swwww -wwww ww —w ww wwwww w www_ _w_www w wwSiw— - - _w_wiwwww w -_- wwww -_ w w w ww ww sw -- wwwww —w— $ w-- _— ■_� = =i■. i'� $ _ ■ wwwS— w-- w— w� —w -- www $$T = = _ = _�____$$$$$�_� —lw— ___ =�-S f� -$= �$$$$$$$ ww! -wwww - wwwww w wwww w wwwZ wwww_ w iw_ =_- _$- _w- s$$w$$$$$ = —w -wwww w ww www wwww ww wi! $ $$w$�1-- wT---=== =sSwww wwww wwww $_����$$$$$$$$$ $$ w =wwww— w - ww $ � $$$ $ iST- w s= siswwwwwww— • ww$wwwww$$wwwww� ■ ssiw — w s—w—wT wwww SDwwwwwwwwwwwwwwwwwww !!!- wwww - -_ - _w_- _w- _w_w_w_w_w_ ww _!__ww_ -_$$ -$wwww -wwwww wwww w www w$ s$ ww w ww lw www w w!! -_ wwwwwwwww wwww www wwwwww - wwwwww w w wwwwwwww SS S S S S SS S = —w wwww wwwwwwww -wswww S SiSS -_wwww _ -wwww ww � ��� � =S sss� =��5� ss= SSS�� = �� = 5 � �� =5� $$_$_ ww$$$$w$$w$$w$ —� _$_- $_- _- _- _ -_ - - -_ - _- _w_w_w_- _- _w_ -_ -_ - __- w— ww$$$$ $ -- www — _- _ -$_�$ $w_w_$_w_w_w_ - __w_ =S__iw_s_w__ � w_w_�w_ =w_ =__w_ = =w =w_ _w _w_w_ $$$$Swww— ww w --wwww — wwww -$ ---- wwwwir - w wwwwwww! !- - wwwwwwww! -- wwwwww www! ww !- S$$= www lwww _w_w_w_w_ -_S_S w S www - wiw wwww - � $wwwwwwwww —wwlw -wwww w w -- wwwww —wwwww w ww ww= s S =wwwww www $$�$$$ w ass ss� s � s� ■ sass s s aa�ifa�TS - -- w— w— wwwwww wwiilwwwww w wwww— -- www ww ww ww w— — www www www www ww www w ww - aa��w wwww— - - -- i —w wwi !w wwww!!lwwwwww w— www wwww www www wwww wwwwww �$— wwwww— w— w-- w-- w$ •i - www www w wwww -- __ = is == �. 1 1 = j ssr �w S�SCw— S =wwwi $ww$$wwwwwww —w$ wwwww— w— w$� wwww! w!w!w www - - — ww - aaril —�$ $www —w l —w — w— w— www —w w— w www— w w w e • ■ ss s .s �lww— ��w - - ■Sw —wwww a wwww = saki - �i� ■Sssswwww ate $$$ $$$ w$w —$ $$$ $ $$$ ---w— wwwww www— wwwww$ $$m • i wwww$ $$ w$w —wwwww --www $$$ $$$$$ $_$$$— ■$$ $ $$$ N ONE = = m $ ---- -- w-- -- w -- = i e SS e e e ssis'siw $$ = $s$ _$$$$$$_ $$ $ $ $$ss$sssiss= sssssss s •,•-_. -. : — $ ••• o f • ff1 ' . , ® f O • -• • ' :f f J • o em 14 • v 1 o • .. • • • • wwww - • • • • • f 0 1 m � O • ....• - - ,. . - . -• - - • - •- • • MEN MEN MINE - • f . li ��' l .. �' .1. W� • 1 • • • • • . • • f . ..• • •• • •• MEN R , , I I. , r 1 - - - - - i t i K 57 TIL LILL iL LL-L r . _._.; — -- = eROE#t. _ r — 14 V - - OR — -- — PLAN 14+00 15+00 16+00 17+00 1 HORIZ 1M =20' 18+00 19+00 20+00 268 - 083 -14 268 - 083 -13 268 - 083 -16 268-083-11 268-083- 268- 083 -09 I I N V II <I I c� m 7 II• .. I I .:. • , 1 I NOTE: STREET STRIPING SHALL 7 BE REPLACED IN KIND STREET 9 SECOND AFTER COMPLETION OF i STORM DRAIN CONSTRUCTION. A a 9 8 I _ - - J_ - - - - - - - - - - - • 7 8 20+00 17+00 j A _ 17 +00 18 +00 19 +00 15 +00 16 +00 7��z - 7= L S06'40'02 "E _— _ I :' MATCHLINE STA. 20 +00.00 I� p r 11 d'. 0 a z a- SEE SHEET NO. 5 II N I o M W J uj x . ^ CE m W N Q 11 lI z w " 268 - 086-16 2 -58- 086 -03 2 8- 08 6-16 I ; ~ _ W Q I I I I H H CD W COORDINATES CONSTRUCTION NOTES DISPOSITION NOTES UJI +° Q Q N 99024.4844 O7 INSTALL 54" DIA. R.C.P. (D- 2000) 1❑ PROTECT IN PLACE �"— E 99795.2179 ®— CONSTRUCT TYPE "B -6" STORM DRAIN 7 SAWCUT & REMOVE EXIST. CONCRETE 39 N 99022.4979 CLEANOUT PER S.D.R.S.D. D -10 CROSS GUTTER & SPANDREL 8 E 99795.4501 9O CONSTRUCT CROSS GUTTER PER W 40 N 99020.5114 S.D.R.S.D. G -12 (MODIFIED) ® SAWCUT & REMOVE EXIST. AC PVMT. E 99795.6823 11 — RECONSTRUCT CURB &SIDEWALK WITH ,1 SAWCUT & REMOVE PEDESTRIAN RAMP PER S.D.R.S.D. G - ❑ EXIST. CURB/GUTTER & SIDEWALK. 3 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. R ams ,s ea -22 -� 0 BENCHMARK: OC -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO D PUBLIC IMPROVEMENT PLANS FOR: N DESCRIPTION: BRASS DISC STAMPED OC 140 0014 -DI y' LOCATION: NORTHEASTERLY CORNER OF HORIZONTAL AS NOTED DATE. ` STORM DRAIN IM MEN Q RAIL ROAD BRIDGE ABUTMENT BY: BY: S ECOND STREET AT INT OF AT &SF RR VERTICAL AS NOTED R.C.E. N0. LLOYD OLT, RCE NO. C 18189 ALAN RCHIBALD, RCE NO. C 21869 PLAN AND PROFILE FROM STA. 14 +90.32 TO 19 +64.22 o & ENCINITAS BLVD. ENGINEER ELEVATION: 77.489 DATUM: SD COUNTY EXP. DATE: l� Zt- DATE: - WORK PROJECT NO. C 99A SHEET 4 OF 8 Q PLOTTED: 01 /27/99 1 . a r i . f , 1 - - - - - _ -- - - -- -- WSW A-_ LLL 71TV LL_ I T T Iry - - - J H - -- - - - -- - -- -- 19+00 20+00 21+00 22+00 PLAN 23+00 24+00 25+00 HORIZ. 1 =20 1 � � W W f-- V) Li 268-152-19 268- J62- 1 8 268-162-J2 268-162- 2581 J62 -09 258-162-08 268- 11 11 I I W rn Eo 4 8 co 11 2 N O 2 7 7 NOTE: STREET STRIPING SHALL 7 I 'r m N I I N o 0 BE REPLACED IN KIND 09 pi vi °• 3 8 1 _I o p. STREET V)0 AFTER COMPLETION OF + SECOND o, �� 9 �� z A 1 + a� I o STORM DRAIN CONSTRUCTION. 8 N cO I 8 �- - 0 — - -- — - 2 MATCHLINE STA. 20 +00.00 I Ln SEE SHEET NO. 4 22 +00 23 +00 24 +00 21 +00 — — _ 19 +00 SEE SHEE NO 4 — — -- — —- — — ~I -- --� — — — ---�- I�-- S06 0'02 _ � - -- -- -- - -- — — — -- 12 w LLJ ICI 0 = J ui a z Z uj U m uj a � Lq ;� I 11 258 166 2 - 166 - 2-58- - 166-04 268 - 166-06 268 -18 -5-06 2 -58- J6 -5-07 268- J66 -08 Lo to III I Lo + Z I N m I W ( 41 W 43 COORDINATES CONSTRUCTION NOTES DISPOSITION NOTES 1 PROTECT IN PLACE 10 TIE EXISTING 36 "DIA. R.C.P. N 98530.9929 70 INSTALL 54" DIA. R.C.P. (D -2000) ❑ ❑ 41 INTO NEW CLEANOUT. MORTAR LlJ E 99852.9034 8 — CONSTRUCT TYPE "B -6" STORM DRAIN O ❑7 SAWCUT do REMOVE EXIST. CONCRETE AROUND OUTSIDE OF PIPE AND N 98529.0065 CLEANOUT PER S.D.R.S.D. D -10 CROSS GUTTER do SPANDREL CLEANOUT TO INSURE WATER E 99853.1356 O CONSTRUCT CROSS GUTTER PER ® SAWCUT do REMOVE EXIST. AC PVMT do TIGHTNESS. * * N 98527.0200 S.D.R.S.D. G -12 (MODIFIED) CONCRETE CROSS GUTTER. 11 SAWCUT do REMOVE EXIST. CURB /GUTTER E 99853.3678 11 — RECONSTRUCT SIDEWALK WITH Q REMOVE PORTION OF EXIST. do SIDEWALK. O PEDESTRIAN RAMP PER S.D.R.S.D. G -30 36" DIA. R.C.P. AND CONSTRUCT PLUG AT EXIST. S.D. CLEANOUT ©2 REMOVE PORTION OF EXISTING 18" CMP 1© CONSTRUCT CONCRETE LUG PER AND CONSTRUCT PLUG AT EXIT. S.D. S.D.R.S.D. D -63. CLEANOUT. ©3 — INSTALL 18" RCP (D -2000) NOTE: �k * HORIZONTAL AND VERTICAL POSITION OF THE EXIST. 36" DIA. R.C.P. TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION BY THE CONTRACTOR. 0 3 0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. CD A _ P �.�4N& Rev'se1, - z7 -9 BENCHMARK: OC -014o PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR o 4 DESCRIPTION: BRASS DISC STAMPED OC 140 PUBLIC IMPROVEMENT PLANS FOR: 1 LOCATION: NORTHEASTERLY CORNER OF HORIZONTAL AS NOTED DAB ` STORM DRAIN IMPROVEMENTS Q RAIL ROAD BRIDGE ABUTMENT BY: BY: J ECOND STREET 0014 -DI AT INT OF AT&SF RR VERTICAL AS NOTED R.C.E. N0. OYD OLT, RCE NO. C 18189 ALAN ARCHIBALD, RCE NO. C 21869 PLAN AND PROFILE FROM STA. 19 +64.22 TO 24 +46.02 o do ENCINITAS BLVD. ENGINEER ELEVATION: 77.489 DATUM: SD COUNTY EXP. DATE: l— -�9 DATE: — WORK PROJECT NO. C 99A SHEET 5 OF 8 Q PLOTTED: 01 /27/99 . , . . i — f - -- � ' c vpwmmmm� , . — 1 -- _ .- __ - - - . t . � j -- - - --- -- - - -- -- - - - - - - - - _ - -- - - -- - - - - - - - - - - - - - - - . _ - - - - - - - -- - - - - -- - - - - _ - - - _ - - -_ : -- -- - - - -- - - - - -- -- - - -- - -- - -_ _ - _ _ - fl -A - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - -- - - - - - - - - __ - - - _ _ - - - - - - -- - - - - - - - -- - - - - - - - - - - - ___ - �� ! - - ��_____ -_. �r �______ - -9 _­ - - _�+ I _ _____ - _____ __ — __ - __ --- - - __ � - . - - - __ - - __ - - - A t --- __ - ____ - - 7= =--= - - __ __= - -9-- - - __ - - - __ - r_ - - -r_ __ ff - - = _$__ : v__ =-, ___ F = t_ - EEI�_ �� - =__ ___ �m___ _m_ . ___ - # ;F - - I � - A - ] - - -- - - -- - - - - - - - - - - _ - - - - - - - - - - - -- __ -- - - =_ ffi __ _a�___= i:&-_�� - I - - - - - __ -- �r - - -- -- I - F=- LE - -- - - - - E__ __ - � =4_ - - - ___ __ - _____ __ --- __ - ___ ____ - - - __ - __ - - - - - -- -- --- - - � - � � = == � �� = � -- - ----M - - - - - - ���_� - iw- __ - - - ]� _- - - -- - - -- - - - - - -- - - - - - - _ - -- - - - -- - - - - - - - - - _ -- - - - - - -- - -- - - -- - - _ - - - - - -� - + - �- r -- r A F - - ______7 - - - - - - _ -- - _- - - -- - _ -- - - - a - _- - - _ - - - -_ - - __ - -_ - - - - - -- - _ - - - -- __ - - - - - - - - -- -- - -- t - - _ _ -- - _ __ - __ - _ - -- - - - - -- - -- - _ „ fi _ _ - -_ - - - -- - - - - - - - - -- - - - -" - -- - - - - - - - - - - -- - - -- - - - - -- - - -- - - - - - -- - - - - - - - - _ T - __ 1 , __ __ - _ __- - - - - __ - - -- - - - - - - -- _ - _ - - - - - - - - - -- __ - - _- -- - - - -- - - - -_ - - - - - -: - _ _ _ _ - - - - -- -- - - _ - - -- - - - - - - - _ _ _. _ -- 1 � _ - — - _ _ - __ — - - — _ a - -- _ -" - -. -- _ - -_: _.. -.. - _ - _ -- - _. __ _­ - == ­­--f==�� __ — - =---- - _____ - _____ -- - , __ L __ - _t - _h .— _�� ___ = - &�,, - - - - 9 - " - - - r - _= _=_ __ - - = == __ = - - - - __ __ - --- - - - - - T __ w =�� __ - - - - . - - - - - ___ - -------- ______77=��_ --=---- .--------.- _____.� =__ ----=--= � � I I - �m .. 1 . - C;p - t i ___ ____ __ - __ - - I rr _. __ __ _ _ -.. _ - - _.. -. - _- -- - _ - - -_ -_- - -- _ _ _ _- __ - == - __ - - - _ - - -- - - - _ - - -- -- _ - - -_- _ - -_ - - _- __ - -. __ _ - 0 __- -_ _ - _ -- _ - - - - _. - - _ -- - - -- - - _ __ - - -_ -._ _ -- _ _ _ -. - - - _- - - _.. _ - __ - - - _.. __ _.- - _ 1: - - - _ _ -. - _ - _.- - --- - - - -_- - - - - - - -- - - - -- - - _ -- - -_ - -- -_ -- - -- - - L[�1� 1 __ _ - - -- - -_ - -_ - - -- - - - - - - __ _- -_ - - _ ___- - - - - - _ - - -_ -_ - _. _. - -- _ - __ - - -.- - _- -- - _.._- _- - - - PLAN 29 "�' 00 24+00 3 - _ _ z�+ 00 28+ 00 + v ____ 25 +00 26 +00 HORIZ. 1 " =20' w w � i____�� V) G STREET 2�8- 163-10 268 - 183 -09 26fi- 163-0£� 258-7163"07 268-- 6�- 11 Il IQ I I I 11 — — — — _ - — — — 4 ( II I o _ - -- - -- - -- .v I o II Z 11 .4 • I " W N <I x * � d o 11 •, 7 0 o IW � N cn 3 10 ,. � °0 I I 9 > > .: - NOTE: STREET STRIPING SHALL _= . Go N 7 BE REPLACED IN KIND STREET � GoN II 7 F T NO. AFTER CO MPLETION 0 SEE SHEET — w+ A — n . N. TA.25+00.00 STORM DRAIN CONSTRUCTI0 MATCNLINE S SECOND 8 z + — — I 9 H ET N — - — -- — 1 -w -- — _ - - - - - -- -- - -" - _ - INt _ — -- - -- - - 27 +00 . " �.� — --�'� — • � 29 +49L24 BEG N � — - -- -- N - - — 8 26 +00 S08'21'05 E — .t. Q 54'DIA. R.C.P. / I �— -. l _ -�. 8 ❑ 3 w � //� I — 25 +00 _ — - -- _ I -- _1.. ... d I i� _ 1– = _--- -- '—T a_ _ — __ I"I O7 / -r 1 N I N� / i 1 Il 4 � I 'LI ___ 6 z — �. 11 _ — — — I < t // _ _ -- p I 3I �� — �� U // 4,} — — — 11 I a i 2 -58- 164-19 I co X 4 11 � 816 �17 I I > I I I I I I I I COORDINATES DISPOSITION NOTES CONSTRUCTION NOTES 7O INSTALL 54" DIA. R.C.P. (D- 2000) D] PROTECT IN PLACE ®— CONSTRUCT TYPE "B -6" STORM DRAIN ❑7 REMOVE EXIST. CONCRETE 032.5947 ANOUT PER S.D.R.S.D. D 10 SPAND 4 — E 99925.9493 N 98 CLE REL. CROSS GUTTER & PER @ CONSTRUCT CROSS GUTTER g 4 — N 98030.6081 S.D.R.S.D. G -12 (MODIFIED) ❑ REMOVE EXIST. AC PVMT. E 99926.1808 10 — INSTALL 6 LF. 24" RCP (D -2000) 11 SAWCUT & REMOVE EXIST. CURB /GUTTER N 98028.6216 S =5.50X REMOVE EXISTING PLUG & SIDEWALK. 46 E 99926.4123 AND JOIN EXISTING 24" R.C.P. SEE GENERAL NOTE 6 ON SHT. 1 — 8 11 — RECONSTRUCT SIDEWALK WITH PEDESTRIAN RAMP PER S.D.R.S.D. G -30 i APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. � REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PUBIC IMPROVEMENT PLANS FOR: TS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR D STORM DRAIN IMPROVEMENTS � Q�.gNS REJ%S6O 1' 9 7 "p � ___ __ -- BENCHMARK: OC -0140 0014 - _ - -- -- -- -- SECOND STREE ° -- - -- — DESCRIPTION: BRASS DISC STAMPED OC 140 N HORIZONTAL AS NOTED DATE: �:l LOCATION: RAIL ROA BRIDGE ABUTMENT BY: BY: R.C.E. N0. LLOYD OLT, RCE N0. C 18189 ALAN ARCHIBALD, RCE NO. C 21869 PLAN AND PROFILE FROM STA. 24 +46.02 TO 29 +47.12 z & AT INT ENCINI ATBSF RR VERTICAL AS NOTED EXP. DATE: l ! r DATE: - ENGINEER � Z�. � WORK PROJECT N0. CMD 99A SHEET 6 0 ° ELEVATION: 77.489 DATUM: SD COUNTY PLOTTED: 01 /27/99 _ __ - - � � - - - -_ - - - - - } - - - - - - : - _ JEE t 41 Jf - t= - - -- - -- - - - - - -- - } } - - - - - - - -_ - - - _ - -- - -- - - - -- -- - -- - -- _ - - -- - - -_ - -_ - -- -- - - - - - - - - - -- - - -- _ - - $ -- -- - - - - - - - -- - - - - -- -- LILLILL 31+00 PLAN , 32+ 00 33+ 00 34+ 00 29+ 00 30+ 00 HORIZ. 1" II II ' ii 2-58-181-18 258-181-15 258-181-14 258 - 181 --18 2-58-18 268- 2-68-18 09 a I II v _ _ _ _ _ _ Z I1 „I N I U II N W co II J r o I o NOTE: STREET STRIPING SHALL II N N I I 0 BE REPLACED IN KIND STREET AFTER COMPLETION OF II 8 A SECOND r 9 STORM DRAIN CONSTRUCTION. g I II N 7 I w 32 +00 33 +00 �I ** HORIZONTAL AND VERTICAL POSITION 31 +00 — 30 +00 � � �� II OF THE EXIST. 54" DIA. R.C.P. TO BE 1. _ . 110N V PRIOR TO CONSTRUC FIELD VER ED , E I ELD 0— SO 6'38 _ -=-- — --- N CONTRACTOR. SEE GENERAL E Y THE CON C II B E S0 "E — __ -- 8 33 +78.61 / II NOTE 6 ON SHT. 1 SEE SHEET 6 JO MATCHLINE STA. REMOVE EX. PLUG I Q 7 3w v '54 DIA. R.C.P. � N EX. 54" DIA. 29 +47.24 BEGIN I I I II I R.C.P. STUB ** II Ln Im � I�I II +� w ( II N _ II • 11 II 45 I `I I I I II W ( 258 - 184 - 258 - 184 -02 258- 184-03 268- 258 - 184 -05 258- 184-00 258 - 184-07 258 - 184 -08 II COORDINATES CONSTRUCTION NOTES DISPOSITION NOTES w w W N 98032.5947 70 INSTALL 54" DIA. R.C.P. (D -2000) 1❑ PROTECT IN PLACE E 99925.9493 ®— CONSTRUCT TYPE "B -6" STORM DRAIN CLEANOUT PER S.D.R.S.D. D -10 Q REMOVE EXIST. AC PVMT & V) 45 — N 98030.6081 gO CONSTRUCT CROSS GUTTER PER CONCRETE CROSS GUTTER. � E 99926.1808 CONSTRUCT G -12 (MODIFIED) 11 SAWCUT & REMOVE EXIST. CURB /GUTTER = 46 — N 98028.6216 11 — RECONSTRUCT SIDEWALK WITH &SIDEWALK. E 99926.4123 PEDESTRIAN RAMP PER S.D.R.S.D. G -30 Q _ N 97602.1391 E 99976.1078 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF E N C I N I TA S ENG INEERING DEPARTMENT DRAWING NO. ' PcAN, P- aok5aD -17- _ _ _ BENCHMARK: oc -0140 PLANS PREPARED UNDER SUPERVI ECOMMENDED APPRO o J SION OF PuBuc IMPROVEMENT CLANS roR: STORM DRAIN IMPROVEMENTS z DESCRIPTION: BRASS DISC STAMPED OC 140 LOCATION: NORTHEASTERLY CORNER OF HORIZONTAL AS NOTED DATE: RAIL ROAD BRIDGE ABUTMENT BY: BY: S ECOND STREET D — z I AT INT OF AT &SF RR VERTICAL AS NOTED R.C.E. NO. LL YD OLT, RCE NO. C 18189 ALAN ARCHIBALD, RCE NO. C 21869 PLAN AND PROFILE FROM STA. 29 +45 TO 33 +78.49 & ENCINITAS BLVD. ENGINEER EXP. DATE: f- DATE: WORK PROJECT NO. CMD 99A SHEEZ 7 OF 8 a ELEVATION: 77.489 DATUM: SD COUNTY �_ L �� J Q PLOTTED: 01 /27/99 .-, ..._� -. .. =— -- �s.+�. .. T.�- �- r- �- +�sP --- ° ._.� --T '.# �•�, .i _t.. � � .. ,..,� -�- -.� - -._� . - = �...,�.,,r.�- r 12" 3' 12 NOTES 1. SEE STANDARD DRAWING D -11 FOR ADDITIONAL NOTES AND DETAILS, OMIT NOTES IN D -11 THAT 7.00' CONFLICT WITH MODIFCATIONS ON DETAILS HEREON. ` 2. FOR STEP DETAILS SEE STANDARD DRWAING D -11 • • #6 ® 8" HORIZONTAL a 3. MAINTAIN 1 1/2" CLEAR SPACING BETWEEN REINFORCING a 6 "MIN. #6 ® 8" HORIZONTAL — #6 O 8" HORIZONTAL AND SURFACE. ' 4. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED d d X 24 I.E. WITH A RADIUS OF 1/2 ". d 5. ONLY END BEARING GRATES SHALL BE USED. SEE EX 24" RCP 24 RCP PIP STANDARD DRAWING D -15 AND D -13. Ilk 4 ®AROUND E 4 ilk Q �6 ®12" VERTICAL `L G PROPOSED l k o p 1p ® 8" HORIZONTAL 6 P # 60 DIA. RC � / \ ROUNDED PIPE ENDS Z PER SDRSD D -61 R s 1 " VERTICAL ® 12" VERTICAL J �6 ® 2 VE C L #6 iy a L w // f— #6 ® 12" VERTICAL uj 0- / ROUNDED PIPE ENDS PER SDRSD D -61 0 NOTE: STORM DRAIN CLEANOUTS ��• INSTALL ARE MODIFIED TYPE "B" cp \�'• 54" DIA. PCP 4 / REFER TO S.D.R�.D. D -10 r'1. ��, I FOR NOTES AND STRUCTURAL c� d I DETAILS. I I 1 R Q L SR60 O o J A C -°o �NJ• 54" DIA. RCP I tO `Lg �GP z 0 5 � N c 4 G SLOPE FLOOR O 12:1 #6 ® 12" BOTH WAYS 7.00' 12" 7' 12" rB MODIFIED TYPE "G" CATCH BASIN KC JUNCTION STRUCTURE DETAIL 8 SCALE 1"=2' 8 SCALE 1"=4' REMOVE EXIST. AC PAVEMENT BEFORE OVERLAY 1-142" COLD PLANE SAWCUT SAWCUT TACK COAT EXISTING SURFACE 1-1/2 AC OVERLAY TYPICAL BOTH SIDES (TYPE III C2 AR4000) BOTH SIDES 6" AC (TYPE III C2- AR4000) - 10" CRUSHED AGGREGATE BASE INSTALL PE OR EQUAL 12" BOTH SIDES NATIVE BACKFILL EXCEPT WHEN NEXT TO GUTTER BEDDING PER STANDARD THEN TO UP OF Z GUTTER SPECIFICATION 306 -1.2.1 8 "MIN. -12 "MAX. 8 "MIN. -12 "MAX. 71 �)L-C4 3/4" CRUSHED ROCK 4" A STORM DRAIN TRENCH DETAIL 8 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. ' �s R e�►se D 1-27 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APPR D Z - -- - BENCHMARK: PuBUC MPROVEMENT r�+tis =oR: STORM DRAIN IMPROVEMENTS HORIZONTAL AS NOTED DATE: BY: BY: S ECOND STREET 4-DI LOCATION: VERTICAL AS NOTED R.C.E. N0. LLO HOLT, RCE NO. C 18189 ALAN ARCHIBALD, RCE NO. C 21869 DETAIL SHEET ENGINEER EXP. DATE: <— -9�j DATE: WORK PROJECT NO. C 99A SHEET 8 OF 8 Q ELEVATION: DATUM: v Q PLOTTED: 01 /27/99