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HomeMy WebLinkAboutPUD 92-01C; GREYSTONE COVE DR PHASE 2; Site Plan..___ ~~ \___, vJ ~ A \ "'{ 0--~ A \I) ::, <:, '4-. \) I ' -----------------------------------------------------------------------------------------------,! 0 0 ci, 0 V) :r: n-, n-, ---i I\.) FU SCOE ENGINEERI NG Civil En1ineers 45 46 47 96 68 95 ,_ ... 31: 94 l: u .... 69 IIJ 93 "" 90 89 91 105 106 HTHOUSE ROAD 32 31 30 29 28 27 26 12 13 14 15 16 LANDS END COUR I 11 10 9 Scale /" -50 fl 5465 ~ Dr., Suitt 165 San l)iqo, Californ~ 92 121 Phone (619) 554-1500 FAX (619 ) 597-0335 Land Surveyors 8 7 6 --................ ,. ·············-····· .. . ............. ~·-··· Ul m ► Ul (') ► I.,, m \\ 48 49 50 51 BEACON BAY ROAD 67 66 65 64 63 62 70 71 72 73 74 75 SE A HORSE COURT 88 87 86 85 84 83 107 108 109 110 111 \ I~ 25 24 23 22 0 21 ,~ II.I 1/) Cl 18 19 17 ... 20 ..J 5 4 3 2 "" ...... ~--- INDEX 52 53 54 55 56 61 60 59 58 57 76 77 78 81 115 MAP PLOT PLANS FOR CARLSBAD TRACT 92 01 LEGEND SOUND WALL . WOODEN FENCE . VIEW WALL .. GARDEN WALL DEEPENED FOOTING . AREA DRAIN 8 4" P. V.C. DRAIN PIPE . DRAINAGE SWALE DRAINAGE SWALE HIGH POINT. DRAINAGE SWALE FLOW LINE LOT NUMBER . MODEL TYPE . FINISHED FLOOR ELEVATION . PAD ELEVATION DRIVEWAY SIZE, STATION 8 SLOPE. EXISTING 8" SEWER EXISTING 8" WATER . EXISTING SEWER LATERAL EXISTING WATER LATERAL. STORM DRAIN STRUCTURE . EXISTING FIRE HYDRANT . EXISTING STREET LIGHT EXISTING SEWER MANHOLE BACK FLOW PREVENTER PHASE ------ D==== 1.0% TYP LOT 18 I FF, 250.2 · PE, 249.7 <i. 18.0' D/W /9,26.83 S,3.25% ·1u• ..... ··</!> ~n. B PROJECT SITE 2 CITY OF OC EAN SIDE H\GHWAY "18 PACIFIC OCEAN CITY OF VISTA CITY OF ENC INITAS VICI N ITY MAP A.PP NOT TO SCALE P REPA RE D FOR: GR E YSTONE HOMES, INCOR PORA TED I SH,ET I CITY OF CAR LSBAD I SH2TS I ENGINEERING DEPARTMENT PLOT PLANS FOR: GR EYS TO N E COVE DRE PHASE 2 APPROVED CIT Y ENGINEER PE EXPIRES DA TE /1\ DWN BY: I PRO JECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVIS ION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PE 2 . V, "' q u' f... 0 u' " ~ V, q r Q ~ 0 V, 0 Q q f... V, 0 L> ~ 0 L> V, ::, L-----------------------------------------------------------------------c. - J. r, H k t,, kQ f I / -,---------, ~--····· .~7\. I I I I I I I 1 . 11 -~i_ 1:%=v=r=-·o;:-,,~-0 ~;_<j· ~~0 1--1~ I I a I ,., " , ~ I I ~-<:( \)·~ --: .....J II ~ \ti.: :!~ lJ.. 11 ~ -- 1 1 >- I I ti§ : : ~ I/~ I I !if I I I I () ci ,~ (, L;.:J:· .... , 1-----' J - I I ········· · rr Lu (_) C\Jq "'1-Q V) 1-- C) <: ---J Lu Q 0 w·gzz I I I I I / / ---- c;_; -..J cs V) - J 7 \ \ ,v6Tl 142.7 FL 14.81' \ \ \ \ ,~, ,s,~,.uu 7.i L ·i,i,1 LOT 97 2R FF, 143.80 PE, 143.30 142.3 B .d.H j,/ 7.i rqi,1 142.4 L GF=7 43.30 "' ~ - ,z 9 ·0 1 00·11 ~ a " " .,., 12.D0 7.i a a <ti ao "' <ti LOT 98 3 FF, 144.40 PE, 143.90 B 0, .,., ... II ts GF=143.8 /43.0 L B LOT 41 4 FF, 144 30 PE , 143.80 57.00' l-;t.3 It ·6 .,D ,t U) >-k "' "' ... . lei ~ ..., - 17.00' ..,.. 10% i 10.0' 8.0' a a <ti LOT 99 4R FF, 145.30 PE , 144.80 143 6 143.9 FL FL F=144. GF=144.4 143.16 FL :,,, "l 0 B LOT 40 IR 143.45 FL FF, 144.90 P[, 144.40 143.9 FL 144.10 FL 149 .75 FS 57.00' .dH I 12.0' OODl 00·01 a a <ti ~ , ___ -_·v :--t, ....... -6 0.00' 60.00' ' - a a oi 14 5.1 FL 145.4 HP .., "' 8.0' "' LOT IOI 3 FF, 14 7.90 LOT 100 2 FF, 14 6.10 PE, 145.60 77.99 • I PE, 147.40 144. 7 FL GF=/45.60 144.80 FL a a ~ 60.0 ' WHIT [ESAIL 143.8 FL <ti ... II ts !.J i ... l■--11 ~ ·······~- 0 "l 146.10 FL 10 FL a 0 ' " .-. " " .., J S TR E E Ti;'{6'..-, 1050 .... ~!.... G =14 .1 144.9 FL LOT 146.2 FL 38 1/ \ ·o 0. S- 89.21' "' ----,.-- 1.o t -n --·•----,-■----_J/__ 6 0.00' 60.00' T ~ LI i 148.9 FL 15.0' 15.0' a a oi "' .... 17.0' 8.0 LOT 102 LOT 103 I T GF=1 49.0 147.5 FL B LOT FF, P[, a a 0 I 150.00 149.50 B a a a "' "' / ·o : 37 1482 FL 2R 59.00' 3R FF, 152.40 P[, 151.90 B 19 -' 4.83% ~v CF= 152.5 B LOT 2 151.80 FL 36 .,., ao <o .,., T T , b,~ ~ T .---.......... ---.....1._ ~r 10.0 LOT 104 + I 2 FF, 155./0 P[, 154.6 0 r5-· GF=154.6 10 LF /54.1 153.4 rs FL GB ao ..,: "' II t, ..,: 2.18' 0 0 I'-.' LO ~--+---,-..----++-4--1 0 0 I'-.. GF=156 8 155.6 FL GB ~i,,,J-----,.,f--H LO '----~m--+--1<..D 0 a N N 156 0 FL GB r-<, LOT 39 3R FF, 14 5. 70 PE, 145.20 4 ~j 11.00 9.00 FF, 149.50 FF, 153.00 P[, 152.50 LOT 35 3R 11oo·J \ 'LOT 34 ao 0 154.2 FS 20 a ~ "' "' " " 144.9 L 145.0 H.P. a a t T T 146.5 i-._ FL <ti FF, 14 7.60 PE, 147.10 14 6.8 F 14 6.9 H.P. N "' 151.1 TW 146.6 TF 60.50' ( IN FE ET ) inch = 20 ft. 56.51' FUSCOE ENGINEERING Civil En,ineers 148.1 L 155.8 P[, 149.00 148.7 FL 148.8 H.P. 158.2 151.9 FL L 152.3 H.P. 17.0' 8.0' ___/J FF, 155.30 PE, 154.80 154./ FL 154.6 HP f • 2R - FF• 157.30 p[, 156.80 1562 FL 15 4 FL 156.6 H.P. ... .. .,., ,,.. . \ 56.00' 59.00' 60.00' /02.03 ' 589'1 Oberlin Dr., Suitt 209 San Diqo, California 92121 Phone (619) 554-lfJOO FAX (619) a97-0335 Land Surveyors N 00°32'25" [ 834.35' ~~------- .. PP ao Pl.1P '/Z- HIS ■._ N,_ J.", i il;;T 5 •• PL OT PLANS FOR: CAR LSB AD DEPARTMENT GREYSTONE L _ ___j __ ~-------------11--r-,-T-:::1 DRE PHASE 2 L ---+--f------------t--t-1 -17b==~~=======7 COVE APPROVED CI TY ENGINEER PE EXPIRES DATE 5 6 DATE INITIAL I CHAN T PAN REVISION DES CR IPT ION DATE INI TIAL DATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: I PROJECT NO . P E 2. DRAWING NO 0 0 ~ V, < " .J Q f- 0 ii" "" cw V, " :r: Q 0 .J 0 V, 0 a cc V, 0 u u cw 0 u V,