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1998-5683 G (Plans) LEGEND - DESCRIPTION M MD. L C7 2 , ( SDRSD UNLESS OTHERWISE NOTED) � 8' 2' GRATE ASSEMBL Y PER DETAIL, THIS SHEET 1 SUBD IVISION BOUNDARY - - — 18" CMP RISER BAR /ES EX /ST. LOT LINE . — -- — -- — i N l ��! ti if MIN. 12' MIN, STEEL PLATE EX /ST. LOT NUMBER . ... ........... .......... . J WELDED 14 REBAR EX /STING CONTOURS .......... ............ 12 0 -- TYP. - _ _-- / 1 PROPOSED CONTOURS .... ...................... _ - 12 REBAR WELDED TO STRAP 6" O. C. vL - � - -� LIMITS OF GRADING . . . . . . . . . . . . . . ... . . . . . v. - - PE 9' ll1j,l� "17/ ANTI -SEEP -- - -- RING, SEE " OUTSIDE D /A. GRADED SL 0 (2:1 UNLESS SHOWN OTHERWISE) ._ DETAIL 4 BARS OUTLET PIPE W - • , 6 REDWOOD ,` `shoo 12" PVC pI ° Q 1/2 "X1/2" STEEL STRAP F/Nl RADE SPOT ELEVATIONS ...... 289.7 HEADER F OUTLET PE, WITH 318 BOLT C }.. ' 4" D.G. WALKW DEWATER/NG HOLES 3vEA., SEE PROF /LE SHF 3 GUT -F /LL LINE . .. ..... �� — F 112 D /A, HOLES AT — D ETA /L - GRATE ASSENSK BEDDING FOR DETA /L 'A' — PEDTRAIL ELEV. 98.0, 99.0, 100.0 & 101.0 ;, ; . •" \\ �`� `� \\ .� .` OUTLET PIPE � BROW DITCH D -75 =.�?► NOT TO SCALE MODIFIED TERRACE �' TO BE NATIVE EARTHEN SWALE DITCH PER D -75 MD SCALE - 5. DO FL ON -SITE MATER /AL `� IVOIL f�(OT DIP GAL 1/AN/ZE ALL STEEL AFTER FABRICAT/ 9 �- 12 "M /N. CONC ANCHOR `x •:- CONCRETE ANCHOR BLOCK- 560 -C -3250 STORM ORA /N S/ZE, TYPE PER PLANS 5 SACK /C. Y. CONCRETE 8" CONCRETE TYPE 'F' CATCH BASIN D -7 GRATE INLET (BROOKS OR EOUIVILANT), SIZE PER PLAN....... III R/W R /W ANT/ —SEEP RING DETAIL 106' DETAIL — DESIL TING BASIN OUTLET DETAIL AV SCALE CUP RISER (SEE DETA /L DES /LT. BAS /N, SHT. No. 2) 53' 53' AIIOT TO SCALE WING HEADWALL ........ D -34 ............ _ � 10' 43' 10' 4' 29' 10' EX /ST. WATER MAIN . . . . . .. . . . . . . . . . .. . . . . . W — W- 24 24' 24' S, EXIST. RECLAIMED WATER MAIN ... ........ - _RW - _ TRAVEL LANES TURN LA ES TRAVEL LANES \ ? D EX /S . SEW MAIN s S D 1 CA EXIST. STORM DRAIN . . . . . . . . . . .. . . . . . . .. . . . . . . _ q � 129' 290 2v - -- - -- 2X z A� \ 2X_ TYPE A' SIDEWALK UNOERDRA /N ..... SDRSD D -27. Z�v — - - -- - -- -- RETAINING WALL . . . . . . . . . . . C -4 . . . . . . . . . . . . EXIST. M00 TYPE B -1 ' MEDIAN EX /ST• A. C. PAVEMENT EX /ST. TYPE "G" CURB - -� EXIST. GUARDRAIL & GUTTER (I)P.) . EX /ST, 5' WIDE 1' /O 1 MEANDERING SIDEWALK A SPILLWAY _ P.C.C. CONCRETE PER D -75 \ \ \ t, EX /STING GARDEN VIEW ROAD ANTI -SEEP . ; , , $ 9 EXPOSED 1/2" AGGREGATE RING, SEE 0;` ' ' ROUGH TEXTURE (STA 51 *28 TO STA 52*7678) DE TAIL IVIO.SCALE - r 1 �� � a s BAS /N EL. - 80.0 � 114 TON RIP- P 2.7' P. C. C. CONCRETE 18" RCP 19. F F� OVER 12"- P � � °� E R D - 75 , g0 0 0 R 12" SAND 8 OUTLET PIPE 4 8' 4.2' R/W 116'- > f8' R W PER D- PE 1 56 60 62 B QT( 0 � o a D �'-�' 114 TON RIP - RAP (T=2,7' 10 46' 55' - 57' 30' LANDSCAPE 11 . 5 ° C NOT 70 SCALE OVER 12 N 314" GRAVEL, EVEL OPMENT ZON 22.6' N 18" RCP 1350 -D OVER 12" SAND) 35' LANDSCAPE 32 14 14' 41 - 43 5' 0 09X PER D -40 TYPE 1 DEVELOPMENT ZONE 8' 24' TRAVEL LANE 24' 5' 12' -14' 8' 2, Q 1O° -S NOT TO SCALE pQ�Q- HAR RAVEL LANE RT. TUR Vioo = �o• l -f'p � 1 0 \ LANE LANE �P SHARED v 4 4 ti 2 0 /A. WEEP 2 29 HOLES IN BOTTOM h F O Q 2ro - - -- - -- - -- �— �! �, Zw __ _ ________ -__ ��. — O �6 CU P, WITH — — — — — ,�- DETA /L P T /ON CONTROL BAS /N OUTLET 1�2 SECTION P, P o v " 4 - 1 " DIA, HOLES EX /ST. EX /ST. TYPE "G" CURB & GUTTER NOT TO SCALE 1 O :. 36 CUP THROUGHOUT ENTIRE SURFACE LANDSCAPE AREA ' EX /ST A.C. AIEMENT EX /ST. TYPE "G" CURB EXIST. 8' WIDE 4 1 O O I 0 & GUTTER PED. & B/KE PATH 0 1.5 D F� I D EXIST . GUARDRAIL EX /STING LEUCAD /A BL VD . TOE` OF S °P °F S� O/'F 1.5' 1 ' 1.5' 100 I __V SOPE (STA. 0+97 TO STA. 20*75) 10' 10' 2' 2' Z 18" RCP I F� I BASIN ELEV. = 80.0 NO SCALE I I MDT TO SCALE I I m m 29_ MIN , L EVEL L INE 1 —1 7! r DEWATERING HOLES 0 0 2, ��q� �1 0� MAKE A I" D /A. HOLE ®THE 80.0 FOOT ELEV., AT THE 81.0 o o FOOT ELEV., AT THE 82.0 FOOT c ; L e ELEV. AND AT 83.0 FOOT ELEV. TYP /CAL SECTION GRADED SWALE ATTACH HO LES MESH SCREEN OVER HOLES NO SCALE /0 VAR /ES VARI 100 WEEP HOLES, � SEE SECT /ON D -D 7' J'1.6' 1 'J' 7 6" I I FUTURE FINISHED N ` `l SURFACE Q�� PER P� F SUBGRADE D 20 �'� DETArL -- /F /ED TYPE 'F' CATCH BASIN FO Q � I I- NOT TO SCALE PION - -y - -- - - -- -- -- `----- - - - - - -- ��',c�q - ~_ � F IN /5H SURFACE F G P 1.5' nN - --- ----- -- - - -- 1.0' ASPHALT PER EARLIER 2X Ml 29' MIN CONSTRUCT /ON PHASE pFESS/ TERRACE DITCH 9\ PER SORSD D -75 TYPE " Y DESIG BY: E.W. DATE: AUG. 1998 ° D" A �Co ,�•l � Q� s �s o FUTURE TYPE "G" CURB ` " „�v� ! F C , DRAWN BY: N M. T.G. SCALE: AS SHOWN 1/2 GRAVEL (TO BE REMOVED BEFORE 60 & GUTTER (TYP.) PLACEMENT OF BASE MATER /AL & PAVEMENT) �? PROJECT MGR. JOB NO.: 98 -1033 55381 C O N S U L T NO. N T S U G� � 1 ` ` � t ►► GARDE VIEW ROAD — SECT /ON `A —A DETA /L — GRAVEL ENTRY RAMP DETA /L — MP /CAL SLOPE BENCH SECT IONS * EXP. 12/37/0 5900 Pasteur Court Civil Engineering ENGINEER OF WORK: �I CIV1�. # �N Suite 100 Planning Q 9 Carlsbad, California 92008 Processing (STA 45*JO TO STA 491,3274) SEE SHEET Ao. 4 NOT TO SCALE ' C� _ _ � NO SCALE NOT TO SCALE ��\� Fax: 760- 931 -8680 Surveying /" DATE: © 8 O'Day Consultants, Inc. C ; �=� _Z / _ I/ wqw TIMOTHY 0. CARROLL, JR, RCE 55361 W DESNED BY I DRAWN BY I CHECKED 13Y REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT E. H.R. G.M. T.G. J.S. T.C. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. VOID THIS SHEET t 0I -22 - 0I DESCRIPTION: TOP OF BRASS DISK IN WELL REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF RECD E D APP 4,VED QRAD/NG PLANS FOR- r TM 94 -066 MONUMENT ENCINI TAS RA NCH LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL AS SHOWN ' DATE: �• 1998 BY: BY: � W �:�... _ �� DATE RECORD FROM: SAN DIEGO COUNTY VERTICAL /A Z CONTROL, PG. 105 VERTICAL AS SHOWN __%� � srcr� /) TIMOTHY 0. CARROLL, JR. R.C.E. NO: 55381 GATE: �D' /G - 9g DATE: �- �� G REE N VALLEY UNIT 11 REGISTERED CIVIL ENGINEER I SHEET OF CD ELEVATION: 120.20 DATUM: M.S.L. DATE EXP: 12/31/00 WORK PROJECT N0. � Z � W F� \JOBS \981033 \9833602 9 -28 -98 12:14:44 pm EST Xrefv 9833G PSD: NONE SEE SHEET No. 4 f, 50' WILDLIFE CORRIDOR /EASEMENT ! f o 1 1 1 25 r t f 0 E SLOPE WASH REMOV �' r �J I` l ! 8' BENCH INISHED GRADE t� o, SEE SOILS REPORT .. �� OF y / '1J /�r� / 1, j d 1 PROPERTY LINE 5' 3' r \ /// I l t �6 . c_ i � I FINISHED GRADE TYPE 'D h . °` ROW DITCH ti r < X 0 0 (3 WIDE) M , r , Fax: 760 - 931 -8680 3' �_ DATE: DLIFE TERRACE DITCH �/ \ RE GISTERED C� SNEER L l 1f 1 �` I � PATH - 10 0 N A TURAL N v I , 0 1 t 1 fJ GRO 1 1 / t I / / I , J 1 / TYPE 'B' I t l DIT 0 0 40 V j .�-- �"� W iiia /: 1 l t / 5 20 80 0 '" J 1 (24" WIDE) B ROW / IV(0 .ALE 0 - �i 1 SCALE: 1" = 40� / o ( = TYPE 'D' 36" I 47 i 110 f / J �, a N 1509.87 r / _ 50 , WILDLIFE CORRIDOR /EASEMENT I 1' E 1 BE 3 PROPERTY LINE I 8 5 _., tZO / © f / 0 , SLOP£ WASH l '. , f 1, r , I ' _ ........ SEE SOILS REPORT FINISHED GRADE - - NATURAL GROUND I t r r ' WILDLIFE ----------------------- - - - - - -- ------------ - - - TYPE 'B - -- PATH � �� OW �H ..�- I / R£M01�£ SLOPE WASH J /` J J SEE S'0 /LS REPORT l • ' r J f f r __ � i � _. � , ' r / � �. ; ., ( 12 p FINISHED GRADE �\ 1 �+ L 150 / l � 56 / / � SECTION � / - Ii(071�' L> I ,/_- -- / � l l ___ ' r 11 / � ;£~ J f � AV SCALE - J 1� B ; J ' i 1 / V' f t 1 W 9 J 1 Z,/ Q Q / � L — f -- - ------- L_ / / r �, if O f 1 i� r / 1 O � O -, 130 '� AX ` _ / '`, %l I t ___ R/ff� R 00, Q ~ 12 .-' ► `` ` ; I ,r 10' VARIES VARIES 10' 1 i 1 ro / �� f I I I { — 1 r _ f 7' 3' 1. 1. '.3' 7' -140 FUTURE F/N /SHED 2. ��� �5 e / !f _ f ` -� SURFACE ��� PER Q1 0 1 — X50 - F�4 PER ---------- -- - - -- -- -- -- -_ �',•�,__ XT t F r ` A � �� G > 5 A 2X MIN A/ /N 1 _ \16 \b yam - , � 7 - 47pJ" �t� - ��--� F I �'� - = /N �- C` - - - - 7 = _ �'� . 0p . - ��A / \T l I ,t� \' 'UrUR- STREET R /GHT -OF -WAY �� ! = j �0• �' e .��GA �' � COF�li l I�iiFN E� -� IEW RD. °j ER AMENDED ,f/AP No. (3333 _ 0.1 S � � " " o 0.1 Al 1AW 7*! !S 1FV0WTaV #F ieNAr 140 I# � 1 0 2. � � o ! _ � j" � � � �-- � Q � �� FUTURE TYPE G CURB � APE RfYSFD URM/F /1 lh`5 /+iA� t�Y.tl. `' �8 5 c� �j ', BL9 �� I r _ -9 -� 15_ �' ,Y `O 19 GUTTER (TYP.� c — f� E KEW ROAD — SECT /ON A —A 150 / �. I E _ FX /ST.p" % _ I / I P1i� TER -- �� -- -- _ : _. (STA. 45f30 70 STA 49+J274) IVn MAE o N�'4�3s"►� — ��-��- o o= /0'.3/'13" I/0'.3/'13" L V 150 A� 2:1 R= 500. 013' q _ - I — — — — — — 16o m _ SEE SECT /ON A -A, SHT. N0. �\� Q TYPE B _ LIGHT'CLW�S R /P�P ° 7 o (24 ") 1X MIN / J r 1 r r') \ T =2. 0 ;OVEN 12 1J r` r� 4NKE �pFESS /a 11 r r ^ �- 112" GRL (10'x6 } ' �p �y - 'W� , DESIGN Y: E.W. DATE: AUG. 1998 - ---� �` r�/�r��JrJ ��r "lI� DRAWN BY: M. T.G. SCALE: 1 = 40' Z A — - if m PROJECT MGR.: T. JOB NO.: 98 -1033 C O N S U L T N T S t 1 XP. 2/ 381 \ e$ { ENGINEER OF WORK: ' � l / \ /r i * EXP. 12/31/00 * 5900 Pasteur Court Civil Engineering }. SJ IVI � �Q' Suite 100 Pla L. Carlsbad, California 92008 Pro 9 o CA�\ 760 - 931 -7700 Surveying Q C 8 O'Day Consultants, Inc.. TIMOT o. CARROLL, JR, RCE 55S81 BY CHECKED 13Y REVISIONS APPROVED DATE REFERENCES DATE BENCH (NARK SCALE COMMUN DEVELOPMENT DEPT W. H.R. .M DRA WN . T.C. APPROVALS ENGINEERING DEPARTMENT DRAWING NO. V O I D THIS SHEET 1 OI -22-01 DESCRIPTION: TOP OF BRASS DISK IN WELL REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF RECD EN ED APP ED GRADING PLANS FOR.• MONUMENT ENCIN TA S RA NCH TM 94 -066 LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL " - 1 - 40 � 9 � DATE: AUG. 1998 $ BY: Y; S6s3 G RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL, PG. 105 VERTICAL As SHOWN '� 5wrr l 0. CAR ,R. R.C.E. NO: 55381 DATE: /�" l ' DATE: � t' " ' (� -� GREEN VALLEY UNIT II ELEVATION: 120.20 DATUM: M.S.L. DATE Exp 12131/00 WORK PROJECT NO. SHEET 3 OF 7 F; \JOBS \981033 \9833G03 9 -28 -98 12:3106 pm EST Xrefs: 9833G, GRD,M AP, TP01,98- ALL PSD: 9833603 -1 w o APPROX/Ji1S+ITE CONTOURS OBSCURED IN THIS AREA 1 j� /r I 100 YR. _ aF S ^� FLOODL / 0 I zo Dp-rlv Sr -67C SEE 9EU, 10.5 » '. / J7" �-,T- 1 i FOR SAORM fly � ICJ, / ✓✓✓J: 0 , "� 8 5.0 / EN 4 I � , V N 75'4125" £ FG �� CF C CONTOURS OBSCURED IN THIS AREA k +, 4 "X24 CONTOURS OBSCURED IN THIS AREA 1( �+, p 2 I NLET APPROXIMATE O j� �� \ \ ;� - \ 100 YR. FLOODLIN£ /, r 9 1 # f O of ' o / o' 10' 40' / I , , RIS ER h X04 \ EE'T�✓a 1 .- \ l 1 Ole 5 20 " - 80 �� I 99 .5 18 �p� , DPEN SP ACE E�!1SEM T SCALE. 1 - 40 �j 103 1 h I I I PER AMP 1JAJ � ANT /C /PAYED REMEDIAL REMOVAL TOP OF BACKCUT, SEE SOILS REPORT / f � 1 101.0 i / 103.5 RETA /N 42 PER /� �I " 8.6 1' f jf 1 I 12 / 9 SOR C - 0 t� 8 p RE A / MENDED BY I I g 1 10.3.5 \ , S ILS ENGINEER 429" " _ - - -- - -- — ,,,, ' - 105.0 CC I I ( Zi �4 '�4 AW( 3 , ` 1 0 V i h �_ — 1070 _ ' I 10 / / W �� ; ..,'' - — , It f —'�— — - - -= — — icz— + - `� - / L4 LZ t t r l r o m I TYPE D' (36 ") �, � 1 � »R f a IN AI N M NT 0 C PED TR4 /L - !— j , �` / N /X48 � - SEE DETAIL A' 165 1. / • SHEET 2 / •, � 250' _ _ REMOVAL SEE ' � ��- - SOILS REPORT _ OP SEE f,W o ; 90 r , a t l �-rv:�� -4- 1 I G � BROW DITCH ' \ , : 1� j. 78.5 FL I ~~ l 0 J GRAVFL RAMP PER D£T IL SHEET No. 7: 20' DITCH TRANS /TIOM 7-1l TYPE `B' (24 ") w_ REMOVAL, SEE Lsr-" SOILS REPORT 1,6 CS II , 1 a t r / r 1 \ 7 � DESIG BY: E.W. DATE: AUG. 1998 H _ M., T.G. t" - 40' DRAWN BY. SCALE: r r r L= ,�. " �� �I 7- PROJECT MGR. JOB NO.: 98 -1033 o I / (' t� /f / � �' t ti• f� / f � / ►�- � C O N S U L T N T S ` JI� d �+ * 12 1/e9 * 5900 Pasteur Court Civil Engineering / � Il' /% / / r ,�:' ,� tit J� i t 9 9 ENGINEER OF WORK: 4 1 1 I 1 „ ! Su ite 00 Planning Carlsbad, California 92008 Processing SEE SHEE No* Ct�L�E Fax: 760- 931 -8680 760- 931 -7700 Surveying - � 3 � DAT 8 O'Day Consultants, Inc. TIMOTHY 0. CARROLL, JR. RCE 4 $ MARK SCALE COMMUNITY DEVELOPMENT DEPT Il REVISIONS APPROVED DATE REFERENCES DATE BENCH ENGINEERING DEPARTMENT DRAWING N0. VOID THIS SHEET I 1 -22-01 DESCRIPTION: TOP OF BRASS DISK IN WELL REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF RECO N AP D GRADING PLANS FOR.- MONUMENT ENCINI TA S RA NCH TM 94 —oss 9 LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL 1" DATE: _ 40 ' f AUG- 19" BY: BY : 5683-G RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL, PG. 105 VERTICAL As sHOwN �sA �� TIMOT�nr 0. CARAOU.. JR. R.C.E. N0: 551 DATE: '��'— DATE: ��'Q��� GREEN VALLEY UNIT II DATE GHL SNEER 12/31/00 SHEET OF ELEVATION: 120.20 DATUM: M.S.L. EXP: WORK PROJECT NO. 4 7 W F: \JOBS \981033 \98331504 9 -28 -98 12:54:55 pm EST Xrsfs: 9833G,GRD, MAP, TP01,98— ALL PSD: 9833ERO ........ ........... ........... .. . ....... . ........ . .............. . .... ...... ........... ........ .. . .... ........ - ------ ----------- --- .......... .. . .......... .......... . .. ... .. .... ... . ..... ...... - ---------- .......... ........... ... ........... . ...... ............ .......... ........... ...... . ..... ....... .... ........... ....... ... ... .......... . .. ......... . . ..... .......... ........... . ...... ........... ..... . ........ ........... ......... .. . ............. ......... .... . ......... ... ............. ................... ........... ....... . ..... .......... ........... .... ........... ....... . . .... ......... ...... . ... ....... ..... ...................... . . . . .. ....... ............ ........ ............ .......... ........... ....... ........... ......... . ..... ........... . .......... ........... . ....... ........... ........... .......... ......... ... .......... .......... ...... ......................... . .......... ............... . ........ ........... ............ .......... ......... . ........... .... .......... . .... . ..... ........... ...... ....... . ...... ........... ........... ........... ... .. . .... ............. .... .......... ..... ........... .. .... ........... ........... .......... ........... ........... . ...... .. ........ . ......... ......... ... ........... .. ........ . ........... . ............... . . .. . . . . . . . . . . ...................... ......... . .......... ........... . ......... ............... q I . . .......... ...... .... . ..... ............ ........... ....... .......... ..... .......... . 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