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1996-4906 G (Plans) TYPICAL DRIVEWAY SECTIONS ENCINITAS RANCH 40' PUBLIC UTILITY EASEMENT 4' 16' CI, 16' 4' o .� 4' 4' I M 0 I C L 40 �•1 2 _% LOT 41 C�, ?"N ti?•1 I MAP -13333 I rte,` 3.5 WIDE PLANTER AREA 4' WIDE S I D E W A L K W N E R S / P E R M I T T E E S 6" TYPE G CURB 4" A.C. / 6 A.B.(MIN) (WEAKEN PLANE JOINTS �, W AND GUTTER (SEE I.P. NOTE #2) ®8 -10 INTERVALS) I�� I GREEN VALLEY ASSOCIATES C •�/ 12526 HIGH BLUFF DRIVE �ql I SUITE 100 CAMBRIA WAY & CAMBRIA PLACE I ••' Q , ; �� S AN DIEGO, CA. 92130 -2065 NOT TO SCALE I C I ( ) 7 93 - 26 22 44' PUBLIC UTILITY EASEMENT I LOT 1 I LEGAL DESCRIPTION 4' 18' 18' 4' LOT 46 I MAP _I � ¢L ¢— RAISED MEDIAN MAP 13333 _ LOT 40 OF AMENDED MAP OF CITY OF ENCINITAS MAP NO. 13258 CITY OF W/ LANDSCAPING �— 1 I I E­4 ENCINITAS TRACT NO. 94 -066, UNITS I, 11 AND III, IN THE CITY OF — 6" CURB 4 , ' CA>JBBU+ I W LOT 42 ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP 13333 MAP THEREOF NO. 13333, FILED IN THE OFFICE OF THE COUNTY RECORDER 2. I ONLY 2:1 W OF SAN DIEGO COUNTY, JUNE 3, 1996. % 22 % 1 x. LOT 1 1 MAP 1336 cn TOPOGRAPHY 3.5' WIDE PLANTER AREA 4„ ¢ WIDE SIDEWALK \ 4 A.C./ 6 A.B.(MIN) 6' TYPE G CURB (SEE I.P. NOTE #2) (WEAKEN PLANE JOINTS \ PER FIELD SURVEY PERFORMED BY BHA, INC. DATED: SEPTEMBER 1996 AND GUTTER (D 8 -10 INTERVALS) CAMBRIA WAY - ENTRANCE I I \ \ I I NOT TO SCALE LEGEND ( * PRIVATE) O� I I \ I I Lo DESCRIPTION SDRSD SYMBOL QUANTTITY SETTLEMENT MONUMENT A ¢ . E­4 STORM DRAIN CLEANOUT TYPE A -4* D -9 - 3 LOT 2 W IMPORTANT NOTICE I MAP 13365 SECTION 4216/4217 OF THE GOVERNMENT CODE I W STORM DRAIN CURB INLET TYPE B* L =5' D -2 [] 4 REQUIRES A DIGALERT IDENTIFICATION NUMBER I I 18" STORM DRAIN (SEE SHT 6 FOR MATERIAL) S -4 T 435 LF BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D NUMBER I ( YARD DRAIN INLET * (SEE DETAIL SHEET 10) 56 CALL UNDERGROUND SERVICE ALERT AT: TOLL FREE 1- 800 -422 -4133 I I YARD DRAIN PIPE * 6 " -12" PVC (SDR 35) TWO WORKING DAYS BEFORE YOU DIG _ _ I YARD DRAIN CLEANOUT * (SEE DETAIL SHT 10) 101 — STORM DRAIN CURB OUTLET PIPE D -27 I 1 PROPERTY LINE PRIVATE ROAD KEY MAP LEGEND KEY MAP UNIT NUMBER 2 MODEL TYPE CERTIFICATION SUBDIVISION BOUNDARY SCALE: 1" = 100' AS • BUIL P UkNS PAD ELEVATION PAD R 5.5 I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS LIMITS OF SHEET -- -- --•» FINISH FLOOR ELEVATION FF 186.2 AS SHOWN ON THIS PLAN SATISFIES THE REQUIRE- GARAGE FLOOR ELEVATION GF 185.5 MENTS AS STATED IN THE FINAL NOTICE OF APPROVAL /0 -o - 0a FOR TM -96 -007 AND THE STANDARDS FOR PRIVATE RO1�►ALD 1. NOl4 AY DATE RETAINING WALL* (SEE SHEETS 10 -14) 5752 'SF STREETS. FbOE 2971 EXP. 3311.03 PROPOSED SPOT ELEVATION 185.0 * RONALD L. HOLLOWAY RCE 29271 DATE DIRECTION OF DRAINAGE —••-.- NOTE 6" CURB & GUTTER TYPE G * G -2 2844 LF SEE LANDSCAPE ARCHITECT'S PLAN FOR ALL LANDSCAPE AND IRRIGATION B" CURB ONLY TYPE 5-1* G -6 86 LF ITEMS, NOT A PART OF THESE PLANS. LEUCADIA BLVD_ CURB, GUTTER &SIDEWALK REMOVAL G -11 106 LF � SHEET INDEX 4" PCC SIDEWALK * G -7 .�'. ' <;'..', , ,� � ' 11,500 SF tx EXTENDED ENDED FOOTINGS 1 -2 TITLE SHEET AND NOTES FOOTING EXTRA DEPTH ELEVATION (SEE DETAIL, SHT 10) 1.0 3 -5 GRADING SHEETS AB AGGREGATE CONCRETE BASE MH MANHOLE A a v AC ASPHALT CONCRETE MVC MIDDLE VERTICAL CURVE SLOPE EMBANKMENT (2:1 MAX) G1 40 W 6 PRIVATE STORM DRAIN BC BEGIN CURVE NTS NOT TO SCALE O BVC BEGIN VERTICAL CURVE P PAVEMENT E" 0 Q� 7 YARD DRAIN PLAN BW BOTTOM OF WALL PCC PORTLAND CONCRETE CEMENT PUBLIC UTILITY EASEMENT — — — — - ,Sw� C &G CURB AND GUTTER PCR POINT OF CURB RETURN 8 CURB AND BOUNDARY HORIZONTAL CONTROL CL CENTERLINE PRC POINT OF REVERSE CURVE AC PAVEMENT (4 "/6" MIN, SEE I.P. NOTE #2) 45,700 SF G CO CLEANOUT PVC POLYVINYL CHLORIDE PIPE SITE 9 SIGNING AND STRIPING AND PARKING PLAN E ELECTRIC RT RIGHT EB EASTBOUND RW RIGHT -OF -WAY STOP SIGN T 1 10 DETAILS EC END CURVE S SEWER ECR END CURB RETURN SD STORM DRAIN STREET NAME SIGN 2 11 -14 RETAINING WALL SHEETS EP EDGE OF PAVEMENT SDRSD SAN DIEGO REGIONAL STANDARD DRAWING P4 ENCINITAS BLVD. EQ EQUIVALENT SW SIDEWALK NO PARKING SIGN T 13 p EVC END VERTICAL CURVE T TELEPHONE 15 -17 EROSION CONTROL FC FACE OF CURB TB TOP OF BERM /DIKE PEDESTRIAN SIDEWALK RAMP * G -27 7 q FL FLOWLINE TC TOP OF CURB FS FINISHED SURFACE TF TOP OF FOOTING G GAS TG TOP OF GRATE CROSS GUTTER G -12 U� 3250 SF VICINITY MAP HP HIGH POINT TW TOP OF WALL IE INVERT ELEVATION W WATER NOT TO SCALE LT LEFT EXISTING TOPOGRAPHY LINE 4ROFESSIp PROPOSED TOPOGRAPHY LINE ^ n STATEMENT OF ENGINEER OF WORK � THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY �W RONALD L. � ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE HOLLOWAY MODIFIED TYPE B BROW DITCH (SEE DETAIL SHEET 10) WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. N0. 29271 ENCINITAS FIRE PROTECTION DISTRICT bkmnc, THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EXP. 3 -31 -99 � SECTION NUMBER A i' ENTITY FOItTHE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL ,1 r , 7� IOI1d pk76r1hQ. CMI 911QIr166", SUN6yM1Q SHEET NUMBER 10 SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES' NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR J '? , CrVI:L APPROVED 5115 AVENIDA ENCINAS OF SR ITS OFFICERS AGENTS AND EMPLOYEES O FROM PROPER DAMAGE OR BODILY AINJURYARISING SOLE MLE F S R S O bHE CITY 4 � OF CALl��4 ; SUITE "L" STREET LIGHT * 5 THE NEGLIGENT ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND BY: DATE: 2 5 - CARLSBAD, CA. 92008 -4387 SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. (619) 931 -8700 GRADING DAYLITE LINE �L_ _yL I n ` �Lj DRAWN REVISIONS APPROVED PATE REFERENCES DA BENCHMARK SCALE COMMUNITY DEVELOPMENT DE SSEB BY GL BEY BY I cHRLx BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT D RAWING T a 9 REU /BE F�/A/TCOf9 97 y�O ^Y DESCRIPTION TOP OF BRASS DISK IN WELL iry► 30 ' 17 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED AP VET ! n GRADING PLANS FOR TM 96 - 00 REUf RET. xlu U 5/ MONUMENT HORMONAL AS SHOWN __ 1 ,� 1 ry aVE�T3 �� LOCATION: S TA. 48 +61 C.L. E.C. EL CAMINO REAL DATE: I BY: �' BY: � CAMBRIA V A-wlti A F6. a RECORDED FROM: CO. VERT. CONTROL PGA 2 - 9 7 ICS_ R.C.E. NO. 29271 2 -j/ -¢7 DATE -� `7 AT ENCINITAS RANCH ELEVATION: 129.6A DATUM: M.S.L. VERTICAL AS SHOWN - // L RONALD L. HOLLOW DATE: DATE EXP. 3-31-99 WORK PROJECT NO. SHEET 1 ) C:\SDSKPROJ\ 0685\ DWG\ Gl "\ `*P -1. i i ) I : w EXI ;TING TYPE F I - - - ----- , - _. ; -.j- - -- 1 Z _ z! CA CH B SIN I m , ° 7 ......: ......... i....... -. : .... __ a .... _. {. _. E . 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F.. t ._... _ - ._.... � _ __- b tl i I � .. I i : : I '. • ! I RIGHT p / ,:5/ \ III I r? p -1 rl ,.^ Q .,. _'_.... :..:...a.........__._ I _. - 1 - -------- _...- - - -- - -'- 7 — — - r -- 1� - - - -- - - -L -- -- -- N 4 II - _ EXIST. V� SEWER I I \ W W - L \ ;-_ _ _� r ° gym r _ \ ¢� _ T I \ - -- - - - --- - - -- - - - -� - - - O - I . , : I I \ L. 13 n IN TAIL LO E ANCH R \ -- -s -- - -- H L - _l_ ------- -- -- - — - WALL,; SO S S 9 - - -- - \ 8 P 1. 0 0 • 1 9 .0 LF 1 V II II 4.53 V I ) SLOPE ANCHOR F V10 $ 2 I. �m I ml A- CHOR _ _ �.__ -- - m R V TE P B v j I, j I _ - - N`R _ -- 1 - - - - -! DWG. 436 -1 ® 23;7 —j - — 11v1f' 1vI -LN F v - - -- - - -� - I - - _ - ... - -.. -.. - - - -- - - - ,_ - - - - - - - - - -- - - - - i - - - Iv v s.. IN 8 0 9 i ! _ I I i EN tN T S -. -- W N k 6 - � ( L �i I W I I i 4 ST RM-DR-MN ---A---4_ �sC LE H RIZO TA 1 2 v v j �, >� FOR E I TEN TAR SYSTEM u — — — — — € _- w — r { { { I ... SCA E: H IZON AL 1 20 I ! EN IN T S' W NO. 490 j - 10 11 12/13 14 1 ) a a C L GAMBRIA PLAC 16 17 r 3 ° F PROPOSED YARD DRAIN a z m PROPOSED # E° a =YARD DRAIN m w (SEE SHEET 4) m ) 0 JOO o J x o m o (SEE SHEET 3) II p z m Il z to y_ 2: a i� l 4 - 1 /Ir /I'� urH a¢J p ¢rn JJ I I I II z 0XN co z © N i 0) `.i ar0 °off Z I1 I I wo I U') LLJ 00 ill A C 6 q !��t 1 g` ° _. �y� II II ¢m + o J w ° + co + o w + __ _ ° 20 0 20 40 60 ' ^:,�, T m 6 w LOT 42 ( 4 +J d + +d ~ ° ra I I -- I I +� `� ,.,,.. f I I N t SCALE: 1 20 MAP 13833 20 0 20 40 60 _., I I 5 d II II O �" _.i �r LD7 40 SUBDIVISION EXISTING 30" CMPI SCALE: 1" = 20' MAP 13338 BOUNDARY PER DWG NO 4334 -G ' (TO BE REMOVED) EXIST. TYPE F CATCH BASIN O BE REMOVED) EXISTING 18" STORM DRAIN -= 14 +87.53 (T ��� SE ER -- °' - -- r " I.E. (T(7 BE REMOVED) 10' CAMBRIA _ - WAY \ 163,6 =- II A 1 s Q �� EXISTING SEER / may �EXIS 8" PVC "PVC EWER ! - .. LATERAL (T PICA) \ <�� PER DWG NO. 766 -I �/ yV TERLINE p _ L 3 : - - - -- f -- '/- 2 L - CONTRACTOR NOTE: - _ _ _ T t ri w _ _.,.._.w� _ 13 _ —._� C „ - - -_ _ - j - — _ " z D = CONTRACTOR TO VERIFY EXACT / ;` { '`«" °.�_.,_,,,_, _- — t -- -- -.._ - .- - - -f-- -. �._. -- - 10 +00.00 STORM DR ilI7 - " `� , ° L m z HORIZONTAL AND VERTICAL f J ; _ DRAIN PRIOR TO BEGIN OF 41 16.00' R AMBRIA WAY / -- -- `_p _ -0 w w x O w d d v _ r ---� r - -- _ n ° LOCATION OF EXISTING STORM C.L. TYPE B CURB / [ p � O z _ _ __. WA AT AL w - - - -- - 1 � w � W CONSTRUCTION 00 O co c> - I ❑ Q j m I (T CAL N o "" INLET, SDRSD D -2 -, -. r F a u:^ c m r ° d O _.._ w ( ___ °1 0 F--1 J� L / 0 I M 2 z o m ! r� d ° 0 0- °• + x N W v I ° 40' PRIVATE ROAD AND PUBLIC ¢ I + = ¢ ; m m w O I W � O - - -- o U w w z o w r ° 0 ¢ m eo + UTILITY EASE MENT PER MAP _ m -14 01 + J � W W Jr� + M Ld J� -r ~ a F o w w J o g v_) uu w PUBLIC STORM IN E -EMENT X = to r o N =' w w x I w ( DEDICATED PE MAP co ___ -- Li !n w ....... ._.. yr _ O o O © �' � Of 15' PRIVATE STORM DRAIN �_ - - _�.___, _..__ _,._.___. ____ - - -_ -- 7 _1 - ----- '! _ - - SEE S EET 3 AND 4 FOR GRADING IN THIS AR A EASEMENT PER MAP __.__ -- AS • �t11L•6' PLANS 1 - ..�- -- .- __.__ -- � STORM DRAIN �� A SUBDIVISION BOUNDARY RONALD L. 4161 aw, DATE ►> SCALE: 1" = 20' ACE 3271 EXP. 3-31-0-5 r PRIVATE 3 STORM DRAIN B ` SCALE: 1" = 20' SEE SHEET 7 FOR PRIVATE YARD STATEMENT OF ENGINEER OF WORK � ��t� NO G. R P _ THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERA TA DRAIN LDG1W RCMAR I, DRAIN CONNECTIONS & LOCATIONS GENERALLY tiw RONALD L. G, LLY � rG 1 � =28 38 27 140.00 69.98 18 RCP ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE r HOLLOWAY " 2 N78'22'12 "E 56.75' 18 RCP CONTRACTOR NOTE: ! WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. NO. 29271 3 N41'20'55 "E 40.71' 18" PVC t-j THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EXP. 3 -31 -99 4 D= 19'46'04° 140.00' 48.30' 18" PVC CONTRACTOR TO VERIFY EXACT bk&�nC. ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL * 5 N11'37'48 "W 19.91` 18 PVC HORIZONTAL AND VERTICAL NO'T'ES: SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR 6 p= 24'46'33" 140.00' 60.54 18 PVC LOCATION OF EXISTING STORM II hndtl�nnlnD, CtlVitl ®P1�tlP1� IPIg, S�PV�ytlllg a CIVZ� 1. PVC PIPE SHALL BE J -M PIPE THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY 9r 7 A= 3T14'41 140.00' 91.01 18" PVC DRAIN PRIOR TO BEGIN OF r - 5115 AVENIDA ENCINAS OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM OF CAy 8 p= 19'41'22" 140.00' 48.11' 18 PVC CONSTRUCTION ; I PERMA LOC OR CITY APPROVED EQUAL. SUITE "L" THE NEGLIGENT ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND CARLSBAD, CA. 92008 -4387 SCOPE OF SUCE AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. (619) 931 -8700 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DES' DRAWN BY CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A5 2flllTIAIFO• 4' 6.o DESCRIPTION TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP VE GRADING PLAN FOR: (STORM DRAIN PLAN AND PROFILE) TM 96 -007 MONUMENT xoRlzoNAL DATE: /'3 / -7 BY: BY: CAMBRIA 4906 LOCATION: ST A. 46 +61 C.L. E.C. EL CAMINO REAL RECORDED FROM: S.D. CO. VERT. CONTROL PG.16 R.C.E. N0. 29271 DATE: DATE:°L ^`L AT ENCINITAS RANCH VERTICAL RONALD L. NOLLO t AY l �l1 ELEVATION: 129.61 DATUM: M.S.L. EXP. 3 -31 -99 WORK PROJECT N0. SHEET 6 OF 17 NoText