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7311 5 n N I s 3 ; _ 11 - ... w- r ^ 184.410 v It AS; E a R AN r _ jv H - TYPICA L j f . E DONE g WORK - - T IE Y PLAN ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC E., s SAN DIEGO STANDAF:17 SPECIAL PROVISIOP•IS a PORTION OF SAXONY ROAD DEDIC WORKS CONSTRUCTION (LATEST EDITION), THE CONSTRUCTION {ADOPTED BY THE PER FINAL MAP (�DTM VARIES) U TO THE STANDARD SPECIFICATIONS FOR PBLIC WORKS S TANDARD RW STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL S - OF SAXONY ROAD DEDICATED �f. SAN DIEGO REGIONAL PdR�ON 'WIDTH VAR RW IES) LATEST EDITION) PER FINAL MAP �' RW 60 R/W DRAWINGS ( 60 C , 4,5 LEG f . 5.5' 4.5' 20'''� 2 `. t 16 i ` 4 ' S 4.5' S STD. DWG. SYMBOL I ON 2: t M AX DESCRIPTI a 5.5' 4.5' 20'* 20 VARIES- 6 i 3 -2 3� + P�c/ PRIVATt= SUR>=ACE IMPR sHT 2:1 M ., >L.. a.. 2.0 SEE DET EXIST IMP . To REP71A!ty � OUNDARY r� �s�s>•. , - - _DIVIS I v, it 2.1 MAX 1 I - 1 °�. MIN SU . LINE 2ss 33o -07 256- 33e - 14 �— �-. _-� 4~ SIDEWALK • , ;.. RIGHT OF WAY /LOT -- 2 :1 MAX T Tyi EASEMENT LINE -- - - I - CURB & GU TER . _,::.. ;., ...�. EXIST IMP TO REMAIN SAWCUZLINE; R A 1 n .., -i .. _ ... " IDEWALK A.C. PAVI 4~ AC /6" CL I! AB EX BERM -& PVMT t� . TVV 4 S 1 0 , " " "G" SHT 2 AC OVERLAY PER DETAIL TI � 4.5 G -2 I ,� _ 6 CURB, TYPE G// _ B & GU /� // __•_ , ._._ . - ..._ ...._ � . _ : . _._.. _ . �- -- • CUR R SAWCU LINE, i - XON�L— E T ` ROAD " CURB & GUTTER I _ 6 MEDIAN CU EX BERM — STA 25+2 ^� TAN RAMP TYP "A" & "D G -31 0 ./r Ti _; - t4 -- - . -- -- - - { 4 " AC /6" cL II AB STA 22 +7 PE �• - -- _ _ g- }19.6 < .STA 2 _ ,9 _ 4.5 " G -27 - X25.00 �n €; G -12 " / I - - -- - --- _ �a O . T1 . STA 27 _ 23+56 CROSS GUTTER -� a • M ;�� ! � ' - --n - -- ,, �_ _,- , -=- �.-- -, cexnNY R4�.Q • STA � I — In / �� rT 11 r 1a ; 2 — G 13 `° r'/ S r- STA 2'�- F2rJ.00 * WIDTH VARIES FROM STA 22 +78.24£ -M ID BLOCK CROSS GUTTER I . I ° N I / O - i �a 25 +25 .0 0 ! I STA � � y r } e I e i__ - -n— __ -- NOT TO SCALE G -14A, G ? 48 N CONCRETE DRI` e O e�- Y, JEWAY 1 12`y _ ! yr f--- ` NOT TO SCALE CONCRETE SIDEWALK N I �i - - H IPS E - 1, € -2, M -21 - . iir - IGHT 250 W k ,FS EASEMENT P /ir _ � _ -, 24' GENERAL � .UTILITY &ACCESS J - /// jT - �l l _� I � i '© ©� I I CESS ER FINAL MAP STREET L I S3 PAVEMENT OVERLAY �r ! P 0 _,� -�� 4S' GENERAL UTILITY & AC j 2 I ,,, .� SDM -102 ® I -- - f - STREET NAME SIGN STOP SIGN ii /� ; �� - - ! R nC o // Lt 4 / �- J - I EASEMENT PER FINAL MA LANDSC PLANS -- - 12' S.a .� F -► ! , 1 2.0' 12 i T - - - -- - PER LA --ti: -- ,--- . �� � , IN MONUMENT 16' - �( s _ "� ', " Y �Lr , 4.5 i Fes` STREET CENTER!_ E - ' "_._._ .� - �+ .5' 16 2% _ 2:1 MAX � -- H RESURFACING, TYPE A G -24 _ - - z__ I _ - r - - -- ! lb 2:1 r TRENC ° k ® -_ ' � r' +, y � I •5' 4 MAX � -•-� �� 1 MAX 1 «� TRENCH RESURFACING, TYPE A - ® 2 _ \ \\\ Z O ,] 4 j – - – � — i Q I 2/0 2 " " y>LLL�.I S(C �Vr',L.t� € #. 2:1 MAX 4 WtY- -- ��; CURB & GUTTER 4" MOD ROLLED ' 0 "It SIDE ONLY } � TYPE G © K R P ao TT - _ EIS G UTTER - _ D � �! G WIDE B a� O � ® R 4 U - C P UB! t0 /PRIVATE D I _ ©- ,y O _ I � ! O TYPE "c" BEE II , . - -- _ - - - -- - -- - - CURB & GUTTER c��F� & INLET r ocA PLACE ° PRIVATE STORM DRAIN _ _ _ _ _ _ -_ � i I1 — - - _ _ -- r- — �..� rR FpFR PL A�� y EXISTING STORM DRAIN p -60 ------- __ -`ra M I I CAXONY PLAC CII VFR �ER A C 1 .Q- STORM DRAIN - - - - -- - - - -- -- ST _ _ _ -�- ` a I NOT TO SCALE -- - ,, D -s2 STA 10 +00.00 COLLAR NOT TO SCALE PIPE �.� LOT s © TDT 1 � � _ D-35 -- Uor a WING TYPE HEADWALL " ? " p--2 � \\\� I 58' GENIERAL UTILITY & ACCESS 2- GENERAL UTILITY & ACCESS 8 INLET TYPE B- \ _ CUR R - " €ASEMENT - :PER'FIN-AL M_AP - EASEMENT PER FINAL MAP LEANOUT TYPE / 2 \° PE ANCHORS S -1 D, TYPE A _ `V - - SLOPE ; 5' 4.5' 29 29 � 2_ • PE "A" CURB OUTLET TY 2:1 MAX 2% D -25 I t . ,_ .._._ _ ,- ° i �,- --_� - - :j I I 2�� - - ' , \ 2:1 MAX k Pl lRI-IC SEWER S - S— TYPI SIDEWALK S -4 D SEWER MAIN _ _ SE D TYPE "G" TT€R SEE LANDSCAPE PLANS PROPOSED — LEGEN CURB & GU FOR SURFACE TREATMENT 4 AC /4 AB PROPOSED S €:.'ER MANHOLE S -2 _ �.uRl' Fr ; , EXISTING SEWER AND M.H. CENTERLINE TYPE "G" CURB 1 KEY MA P BOUNDARY I - � -13 SCALE: �i " =100' LOT LINE ST NAMES "A" ST. CII V �� P�-� NOT TO SCALE- �� SEWER LATERAL ;L S - - - - -- - - - S —" ROW- EASEMENTS '° A STA 10 +00.00 S 3 _ _ _ - S 8 +50.00 SEWER CLEAN OUT SCALE SHEET NO - SHEET— INDEX CURB NOT TO _�--^ SEWER SF. - STORM IFICATION HEREIN C DENOTES ELEVATIONS SHOWN ON PRQFILES ! t STRIC 1 TITLE SHEET WATER - -- - - -- BLDG NO. © — OWNE _ -� I ___ _ THESE PLANS WITHIN SHOWN ARE THE h1iN IMUM R1-0U RED B R C I- ,S AN DIEGUIT4 1NATER D T - - -- — _ — 2 NOTES AND DETAILS WATER EX STORM NOTE: PAVEMENT STRUCTURA�SECTIONS EX O COMMENCE WORK ON ANY IMPROVEMENTS 0 OWN ON CONS PERMIT, F ENCINITAS, ACTUAL PAVEMENT SECTIONS W! L g�F�TF I HEREBY AGREE T THE CITY 0 # STREETS AND UTILITIES - G E FIRE HYDRANT CITY RIGHT OF WAY WITHIN 60 DAYS AFTER ISSU 9 DRAINAGE G C RY NORMAL WORKING DAY UNTIL COMPLETED OR EN- GINEER AFTER R- -VALUE TESTS ARE PERFORMEfS� ' EXISTING S.D.W•D• WATER LINE 3 DIR OF DR EXISTING W _ S�'R> =E'T - LIGHT � AND TO PURSUE SUCH WORK ACTIVELY ON �E BY SOitS ` DENT OF ANY OTHER WORK ASSOCIAi €D 1rvT H THE PROJECT € b - PROPOSED WATER UNE IRRESPECTIVE AND INDEP M.A.R. J, - EN ` 2" MANUAL AIR RELEASE P -10 8 0 UNDER MY CONTROL. P -4 OWNER: D. R. HORTON BLOW --OFF ASSEMBLY 101, ENCINITAS, CA, 92924 t n SOUTH COAST HIGHWAY, SUITE - FIRE HYDRANT (COMM€RCIAL) ADDRESS. 10 , .. SOU f GATE VALVE WATER MET T _ APN: 256 - 330 -42 THROUGH 47 f "` ER SIGNED: CADIA BLVD. 11 A s• I N G V -- SIRL E OW ARGE D 3 -2566 .._ .. EFERENCE D D ECLARATION OF RESPO . ° _ROAD SAXONY R GRADING PLANS ��!TS o • � ROUGH • 4813 -� THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT THAT I HAVE EXERCISED 3190_1 OFFSITE SAX6NY & YMCA STORM DRAIN , ,,; STR I HEREBY DECLARE HE DESIGi OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE PRIVATE ONSITE SEWER OF ABBREVIA 1964 -1 SEWER EXTENSION TIONS x SITE UNION ES END RESPONSIBLE CHARGE OVERT AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. { LEG n!� CODE, UNDER I 5 BUSINESS AND PROFESSIONS OF CURB RETURN LINE z ` PCR POINT s� cn Imo! CHE.,1� OF PROJECT DRAWINGS AND y SPECIFICATIONS BY THE ES -138 YMCA SEWER LINE PACIFIC ^� TC TOP OF CURB I UNDERSTAND THAT THE OCEAN } - NCiiviTAS GOES NOT RELIEVE ME, AS ENGINEER OF :YORK, OF MY GB GRADE BREAK z CITY OF t TICAL CURVE I RESPONSIBILITY FOR PROJECT DESIGN BVC BEGIN VER ° MY I END VERTICAL CUD t - EVC TE ROAD IMPROVEMENTS, AS SHOWN ON THIS PLAN 96 A170 AND H TH, E � D�G�� V��T�w�� VPI POINT OF IN I CERTIFY THAT THE PR . ENCINITAS FIRE DEPARTMENT ; ' REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL FOR BC BEGIN CURVE ENQNITAS /-� CU RVE STANDARDS FOR PRIVATE STREETS. REVIEWED BY: 1 ` EC END C U HP HIGH POINT LOW POINT - QRO FESSIa yq - LP '9 Own L' M l � \�� -_. - - _ LE F CE A - UNDERGROUND SERVI � FL STORM DRAIN FLOW LINE , , ��. �� � � y STREET �� f W o a �� kj ., o o RIGHT a867o i �� if _ - CaII:ToII FREE RT `_ _ - LT LEFT Na 1l- OF WALL SIGNED: a _ „ . ' -800 TOP 6-30-00 �� ExP. �; soioo `Q I r Y 1 TW � SIGNf DAZ STG�TAIIJRE % �;! �- /► T !_1 R E 422 -4133 BOTTOM OF WALL ! BW ELEVATION M _ 1 - VICINITY R.G.E NO. 48670 EXP. DATE: 9TF C1 \A o� XF'IF�E 5 THF�W:. <a•h.: r , SEWER INVERT ELEV VICI of CA�lF ' IE DAYS BEFORE YOU DIG N.T.S. NOT TO SCALE SF NOT TO SCALE ' WOR KING D TED BA-- +�.` w F ENCINITAS ENGINERI?�G° DE. �1F� TWO CTB CEMENT TREA n member that the USA Center IFI€D VERTICAL CURVE APPROVALS CITY O �, - I " CAU TI ON " . . Re utiliti belongi to MVC MOD noY ,�ies only those ut i ies PRIVATE WATER ng PRN� PUBLIC AND PRIVATE IMPROVEMENT PLANS FOR: the center. There coup! be other util t A ov present at the work site The �atf "'"" COMMUNITY DEVELOPMENT whom 'Wei y ALE EPARED 'ON OF RECOMME � E� ENCINITAS RANCH j inform y ou of BE MARK SC PLANS PR UNDER SUPERVIS (1 BY N ENO ARIBA j E CH REFERENCES- DATE ` $' BY: Y. ' _ REVISIONS APPROVI� DATE DATE - -Y WEST SAXON P �► N Fnr DESCRIPTION STANDARD STREET SURVEY MONUMENT, 48670 o t t -0 i N ON TjRASS o!s!c� 1 " =40' 19 q R.C.E. N0. ----- DATE: f'"7 -�� DATE: TENTATIVE MAP NO. 96 -170 S� LAT SHT ELEVATI HORIZONTAL i D 30 00 AD oNY NoText NoText NoText NoText NoText NoText NoText NoText