318 60' ULTUAT R/W GEN. NOTES CONTD.
GENERAL NOTES: 40 PROPOSED DEDICATION /4'$D WORK TO BE DONE :
13. Minimum unob st ructed private.road width (face to face of curb) shall
1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT Of CO O SAN DIEGO be 24 feet. IMPROVEMENTS
CONSIST OF THE FOLLOWING WORK TO BE
PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. i / i DONE ACCORDING TO THESE PLANS; THE CURRENT
SAN DIEGO
T. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO T" PIE ,A, AM (TYR) TRACT 4563 I Private read structural
section shall be a minimum of 2' of asphalt COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECI
Si concrete over 4• of rdved be" Grades shall be a minimum of .S! FICATIONS AND SPECIAL PROVISIONS
FOR IMPROVEMENT OF
COUNTYSTANDAROSANDASAPPROV fOBYTHfMATER /ALSLABORATORY. _ � � SUBOIVISIONSTREETSANOSTANDARDREFERENCEpRAWINGS.
2% 2% 2% � I and a maximum of 1ST and designed to drain the surface water properly.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE E -� Adequacy of the structural section and surface drainage
shall be
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. inspected and certified by the 01/eCtOr. Department Of Public Works.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE9 �� /5_1� Z `l"QV SEE FST CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION
OF BERM, /5� 70 _ , Z /Z� /�F CAST /NPL�CE CONCe4_ E 101R,5 CONST,P/11CT /ON = CURB, CROSS GUTTER AND PAVING. GW9'G'L a
511AZZ COIVFO.PX TO SAND /E60 STANDAPD LEGEND
F /CAT /ONSAC/ SlANOAPO 346 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITI
-70,
ES�gCgp� Q TYPICAL SECTION - SKY LOFT ROAD i SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE2.2 7Z?10
- 3�Z" IAT/OLrITOS LAGOON STANDA.PD SPEC /F /CAT /ONSFO P /Y'Ol/ CONSTRUCTION OF STD. OYai• �Yi�L
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING ,4(2 NTS. I �� I - I I eEYNfO�PCED CONCeETE °/f'E ANO
SECl /ON
FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR 60' ULTIMATE R/W I ro 3 C/rC T°i9V5 STANDAPD SPEC /F /CATIONS
A.C. PAVEMENT !BASE PER TYP. SECTION
IS REOUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANA' I I I /VIED /f /ED 175 FOZZO.4
EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF DEDICATION 5 SO' EXIST R/W I t<, I /, THE COUNTYOFS,9N0
/EGO S"41-1 PPOY /DE A.C. OVERLAY RECORD OR NOT SHOWN ON THESE PLANS. 10 20' i 1 o CONT/.V!/DUS F /EL D /rVS'PECT/ONON
/7//6, 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE l:•• c/eo ✓ECT o/P As oryEPl�rsE.PEQv /QED.
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO VARIES EXIST. P$Vr. VARIES I I r s � � _
° � Z, /q SO /,CS ENG//VEEiP CE.PT /F /CAlESf/.4L� ti" TYPE "G" CIi28 G-2
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY I TYPE i4' 7'=
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES BERM O WN ' I TPENC.S/ W/4CZS 41eE,LETOSTAND
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS I EDI15G I «..nw, v cur" PERT /C91 CYFO.P Ti5/E
. /,FED .�/E /GHTS A.C. SERR4 TYPE A 0-5
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 2% PE
Env S1MAl -E
FACILITIES. 2: I y VWKS 2-5% • '• � , ! d ANIJ TN 9T THE {T/i�TE•e TAB.0 ES /rV T.NCH�S
tea 41e,5 3E1- T/P�NC//Ole
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY ( TS/E 7/eENC11 CA/✓ BE OElY9TEPED TO,9,CLON P.C.C. CROSSGIIT'TER
0
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL NOTE ADDITIONAL WORK CONSTP!/CT /ON, 1'9iVD 1 W/9TE•P
Ty61E
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. STRUCTURAL I CTION �y y//yIL/iyI E� El//rT /ON /S ENO UGh' TO P�PE
NOTICE. ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE ¢'fiC. 0Y %CCYI /FA�7�fl WILL BE REO'D. IF
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL P.C.C. SIDEWALK G -7 a G -9
CABLES AND
EXIST. PAVEMENT IS VICINITY MAP CL,UDE 4. 7ZleZ DA,J9AG� TOTyEC, /./°C,
TYPICAL - Y ROAD NOT AC
ilV �^ ^� AC CE PTABLE
'AS PIPING AN APPURTENANCES T T TH �75�'.QGE
G D CONTACT E SAN
DIEGOGAS& ELECTRIC COMPANY. N.T.S. OF#W"TAI. STREET LIGHT E -I a E - a--S
TELEPHONE 232- 6323
8 THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR REFLECTOW ED MARKERS TYPE N -4 i0
TO STARTING WORK NEAR COMPANY FACIL/TIESAND SHALL COORDINATE HIS 34' LITIL /Ty jA6CZr55 OMLARATIO O REMajIBL.E 04NM
WORK WITH COMPANY REPRESENTATIVES. EA5CAE/V7' --
NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 4 STREET NAME SIGN DS -13 ♦-
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND I HEREBY DECLARE THAT I M1 THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. s / / s' EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN STREET SURVEY MONUMENT M 10
TELEPHONE: 1. 800422 -4133 SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, MD THAT THE DESIGN IS STORM DRAIN
PIPE
9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE + 4.5' CONSISTENT WITH CLRFIENT STANDARDS. (SEE
PLAN FOR TYPE OF PIPE) D-60 asses
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND
ZIP'
BEAR THE COST OF RELOCATIONS, IF NEEDED. Z'Y. I I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC IFICATIONS BY THE
COUNTY LE SAL DIEGO IS CONFINED TO A REVIEW ONLY MO DOES NOT RELIEVE ME, AS TYPE "A" CLFANOUT D-9
teAa�wsm
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "'UNDERGROUND N �An/7' ENGINEER Or WON(, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
INSTALLAT IONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT �iy 4%!+C'.C. SiGtfW.Ot.r TYPE f CATCH BASIN
D 7
TELEPHONE: 438-7723 M�CdvC.CtIRQ ST/RA. ^Tt/A•f+LSFCT /ON/ KLAGGE- STEVES a pS80CIATES, INC. TYPE "G" CATCH BASIN
(SINGLE) D-8 IPM sont
4z1rmA•-r;;WF *' r ` c 5 3111 CM41M DEL RIO NORTH, SUITE 700
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON rA) Tl' B4� °. SAN DIEGO G 9210a -1754 TYFE
'N' CURB INLET D_2
THE "'ASBUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED „1
WITHIN THE DEDICATED RIGHT OF WAY, OR WITHIN EASEMENTS DEDICATED C MONTE M TEL= (6 19) 2a2 - 5602 PEDESTt�i►N
,co�r1P rrP� �v" �s-27
TO THE COUNTY OF SAN DIEGO. TYPICAL SECTION
1
12. P1 an$ shall show cross - sections. a minimum or z or AMALFI DR
asphaltic concrete over 4' of approved base. KC curbs, gutters and (PRIVATE STIR ENS) �<e / w1NC TYPE HEADWALL
0 - 3 6 sidewalks AC dik! or better (where and other details as 140 S'''ki w -� DATE:
required by the Director. Grades shall be a minimum of .5S and a RCE NO.: 31972
maximum of 16%. and designed to drain the surface water properly. EXPIRES 12 -31-M N
WATER NOTES
18" C.S.P. SLOTTED PIPE WEIR a 1 ® . ® ® m &a mC
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE 04MMS TO THESE PLANS. TYPE "A" CLEANOx,T S. (SEE
DETAIL ON PLAN)
I. WATER MAINS, LATERALS AND /PPUATENACF_S SHALL 13E CONSTRUCTED ACCO DIPG !'
TO THE STANDARD SPECIFICATIONS OF THE SAN OIEGUITO WATER DISTRICT. THE IT IS FURTHER ACREM THAT THE OWNER (DEVELOPER) SHALL HAVE
A REGISTERED CIVIL PC.C. DRIVEWAY APRON G-14
SEINER NOTES CONTRACTOR HA L AN D HERESY ODES GUARANTEE ALL WORK FOR A PERIUD OF ONE ENGINEER MACE SUCH CH ONGES, ALTERATIONS OR ADDITIONS
TO THESE PLANS MACH THE SEWER WORK TO BE GONE STRAIGHT HEAD WALL TYPE 'A' D
DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AN DESIRABLE FOR THE PROPER
1. ALL WORK 99LL K IN ACCORDANCE WITN M LINUCADIA WATER DISTRICT (L.C.W.D.) COMPLETION OF THE IMPROVEMENTS. THE SEWER IMPROVEMNTS
LYJNSISI OF THE F(X LOWING WORK TO BE DONE ACCOIDIN13 TO
STANDARD Il11CIP1GT1'04. 2. UNLESS OTi ISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WIL -L BE MADE THESE PLANS, THE
STANDARD REFERENCE DRAWINGS " STMDMRD SPECIFICATIOMK FOR
BY THE CONTRACTOR, UNDFTR THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, I FURTHER AGREE TO COM WORK ON ANY IMPROVE?ENTS BMW' ON
THESE PLANS SE1NERaLPISTRUCTION OF THE LEUCAUTA COUNTY WATER DISTRICT.
2. THE CON RACTCH 04ALL SOMM A PEMQT MR CONSTRUCTION PRIOR TO ANY AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPED. WITHIN EXISTING COUNTY
RIGHTS -WAY WITHIN 60 DAYS AFTER ISSUANCE CE OF THE CO67RUC-
COSTRACTION.
TION PERMIT NO TO PURSUE FLJCIi 14GlC ACTIVELY ON EVERY NORMAL Dbii1CIMG DAY LMIL CONSTRUCTION OF STD. DWG. SYMBOL
3. WHe'AE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, COMPLETED, IRRESPECTIVE AND INDEPENDENT OF Amy OTHER wow
ASSOCIATED WITH THIS
i. M CONTIIAC7O11 MEJST INdJRE MPROIML PROD THE L.C.W.D. IMMFtI.'t0R PJTIOI
TOP OF PIPE PROFILE IS 48 INCHES BELOW CEJNTEiRLINE FINISH GRADE OF STREET. PROJECT OR UNDER MY CONTROL, 8" P.V.C. SEWER
MAIN
TO 1100WILL OVER ANY INDOOR "Y"S.
4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEEWAYS. BY C, _ z(aai&
4. THE ORANIMGS MO THE DATA KWON ME HERESY MM0E A PART Of THE SPECIF1CAr t5FV5I1U CONCRETE MANHOLE -��
TIONS. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR
EACH REESIDE]NTIAL LOT.
S. NO REVISIOS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF SITE ADDRESS
I.C.W.O. ENGINEER. 6. CONTRACTORS SHALL ACQIIRE A TRENCHING PERMIT FROM T1 NE CALIFORNIA DIVISION SEWER CLEANOUT
Or SAFETY FOR ALL TRENCH WORK. SOUTHWEST CORNER OF LA COSTA BOULEVARD AND SAXONY ROAD AND WESTERLY OF v
"' 1 14
� ell 'N
6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT C049TITUM A IWlgVM MATI01 SKYLOFT ROAD TO PIRAEUS. 4" P.V.C. SEWW LATEIV%L
/
AS TO THE ACCURACY OF M LOCATION IOTICN OF, THE EXISIITC ON E MOt)CISI'EICE 7• INSTl4 -L FIRE nYORM1TS 2 FEET FROM FACE OF CURB, IF NO
SIDEWALK EXISTS, !
W. MNY UIDSONOUMD UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF OK 7 FEET FROM FACE Or CURB WHERE SIL7ElN14 K MILL ERE CONSTRUC7`cD,
r; =kaN ! -w s
THIS PNOJNCT. OWNER/PERNITEEI UTILITIES AS I S. PROVIDE AIR RELEASE ASSEM -IES AT ALL HIGH POINTS IN
`' P
WATER MAIN. ESPOSITO DEVELOPMENT CO., A CALIFORNIA LIMITED PARTNERSHIP WATER WORK TO BE DONE (� a „89 N+.s1s7,
7. ALL LATERALS AND MIIIMR SHALL K MM BY AIR TEST METHS AFTER CMWMJD- � � i E11P.12AI� 1 1
TI
3222 ST. ALBANS DRIVE THE WATER IMPROVEMENTS CONSIST OF THE rCLLCWING WORK TO BE DONE ACCORDING TO ` -k \
\\ a i1
01 ALL OTFEE1l PKIfIEID IN L.C.W.O. SEJ+l1R SPECIFICATION. 9 CONTRACTOR ONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE COUNTY DEPARTMENT LOS
ALAMITOS CA. 90720 (213) 493- 1062
OF TRANSPORTATION FOR ANY EXCAVATION WITHIN EXISTING COUNTY RIGHTS�i1AY. ' THESE PLANS, THE STANDARD REFERLAICE DRAWINGS AND
STANDARD SPEC IFICATIONS FOR
8. CONTRACTOR SHALL NOTIFY L.C.W.D. N HOURS IN ADVANCE Or BEGINNING WOW( GENERAL PARTNER ESPO CORP. VXrER CONSTRUCTION Or
THE SAN UIEW110 WAlE-H DISTRICT. rr { nl+,r' !' C
IO 1r11T INEEFlJCTI04 CMI K PRONTO®.
IC. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES PRESIDENT : JAMES ESPOSITO
NRE INSTALLED WITHIN EXISTING COUNTY RIGHTS- , OF-W1V, PRIVATE EASEMENTS,
CONSTRUCTION OF STD. DWG. 51?k=0.
9. ALL MAIMS NO LATERAL$ SHALL K OOS7RUCTED WITH 40 -INCH MINIMUM COVER. AND THE RESULTS APPROVED BY THE COUNTY DEPARTMENT OF TRANSPORTATION,
LEGAL DESCRIPTION:
ALL LATERALS SWLL K COiTREM CLEAR OF DRIVE'SAYS. BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO
S" P.V.C. WATER MAIN (�' [ j
WATER DISTRICT OFFICE. SOUTHWEST AND NORT}EAST QUARTER O' TiE SOUTHWEST QUMRTE9R OF SECTION 34 ytMd �LQ)
10. ALL LOTS SHILL K IOIRRJD NY 4-INCH M. V. Q LATERALS SET AT A KMIMSl4 TOWNSHIP 12 SOUTH, RANGE 4 WEST ACCORDING TO UNITED STATES GOVERNNENf
[ 2.Ox WITH A MRINII4 dR
M OP OF 0.3 FEET, AND AN IMAIER G DEPTH Ii. PRIOR TO AbMVIDIWG WATER LIME CONTRACT, OWNER SHAL ADVISE PROSPECTIVE SURVEY APPROVED OCT.
2S, 1S7S.
I" R. W. GATE VALVE KPOENTO DEVELOPMENT CO.
6110
H
*FM KLOW 1T! G CUM AT PROPERTY LINE. UNLESS OTHERWISE M'PIIDVfd BY CONTRACTORS 7U OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S
OWNER A CAL1fOOM LIMITED PMTNEEAlr11P �
L.
6" FIRE HYURMNT WITH 1 -4" AND 2 -1/2" OUTLETS ADDRESS ;_:: ST- ��� DRPt4:
STANDARD SPECIFICATIONS. S
11. STANDAIO IFECIfIGTIOS OF L.C.W.D. FOR 964M CONSTRUCTION ARE AVAILABLJE i'.•. THE CONTRACTOR SHALL NUTIFY THE DISTRICT'S INSPECTION DEPARTMENT 18
108 ALAMOS '
AT M DISTRICT OFFICE. HOURS IN ADVANCE OF BEGINNING WORK TO ARRMM F01 INSPECTION OF PROJECT. 216
1 27
1" MMJIJAL AIR RELEASE �� ASSESSOR S PARCEL !
12. ALL COi7ErE TTESTIMD FEWIM BY THE DISTRICT WILL K AT THE EXPENSE Or 13. FILL AREAS MUST BE COMPACTED To 90%, PRICA TO PIPE INSTALLATION
L to
THE CONTRACTOR. Z
2" E1LOW -OFF ASSEMBLY
I3. J01 MIXIND OF CONCRETE WILL NOT K ALLCMID WITHOUT THE: PEBRIKION or ULTIMATE 56' R/W ULTIMATE 56' R/W AO Y - G.<<YE E�t7v^
RL'E ZSZ93 • 1
THE DISTRICT. t
� EXIST. 30' R/W EXIST. 30' R/W .� � 1" COPPER MATER uTE34AL •
IL. ST� HA 4 -IHCFR (HQMI.) CRUS BEDDING. SHOWN ON L•c.W.o. 40'= M VARIES KLAGGE •
�AIVATE CONTRACT � STEVENS b ASSOCIATES, INC.
B
CMV8
- - - _ __ truclwel Engineers Land Surveyors . anners PERMITS tw • PlETV of IAN IEII
IS. IMEiFECTOR SHALL K PlIB1ISED 1HSEE SETS G CUT SHEETS. C- - -� [� atttUa.Nw�ttAl. Tel. lwtso.a.aOreaG►emto ►trN.InNSgMM
I BEIANTMENT Ii PYBIN: wI11Ki e :
EXIST. PAVT. CERTIFIED E. I.R. 85-7-30 H4 T s
IS. MBE 1RDiQtf ME WITHIN FAIElINTa, iDIli REPORTS SHALL K SLJd'IIT11B3 TO KFEES PAID IN LEIU aWN MITI cur PROJECT NO. DATE
OEIAITAL PEOW NO. B-
1F RK NO THE DISTRICT ENG INEER BY A QUALIFIED iOILS OF IMPROVEMENTS CKO MITI D.o.T. P. J. 84040 8x86
NEPilOR16dfM PLANS FOR
THE VOI1EER WO
=
INOIMEEIR W)NKN C•ITIRIE1i THAT TI M NAGCFILL WAS OOPACTm K DIRBCTED LA COSTA BLVD MAJOR USE PERMIT MHO. P85-062
E MIRA
BY Tot ESN+EEi1R SOILS IN ACOOPOWN WITH Of9ITE E AR71ipr( WWIFIGTIOS N.T.S.
MD OIITRICT •KIFIGTlOS. �.' Y\ GRADING PERMIT NO. L - IOOO
SEWER AGENCY WATER AGENCY OO jNTY AFPROVEO CHANGES BENCH NAAAFC
17. lDOR LATERAL TAM.[ IS W !QT HD. 11. . ;: R, `.
16. THE CONTRACTOR SHALL COlOrN TO LANs CODE IBE TI04 sea BY ILOUTTDO A LEUCADIA COUNTY WATER DISTRICT SAN DIEGUIM WATER DISTRICT N..
omfo4+MM _ AN...w w DW
DETAILED PLAN IH,aIHO M DSJiIpN OF IIOIDA, SPACING. St GINS a onHa � �` PRECISION r AooA=o GEN NOr� /¢ DESCRIPTION
0. ITS STD. COUNT1r OF BAN DIEGO
PROVISIONS TO K 11+01 PCIR WORK PROTECTION PROM M H1A=MD a* CALnIS `s,l CAST /N/OL/4CECONC. P /PE C l� 817147 E • CONC•
S OEMMLK C e
PIPE INBTALLwTI01 "SM. THIS Paw MIST K PHOPAHNm, "R ALL WINCHES ? AU G 3) 1987 � 0 v LOCATl6N. S E. CONNER OF
SI1111= 57 -440
FIVE PEST OR MW SN DV'M NO APPROVED BY nt'*#Mt PR TO ELEVATION. \' APPROVED IY: APPROVED !A'ETV BY:
COMR � AOpE��9,2�Gi TLe`iL SE:
�� '(�A�A' m��dwM W
IF M Paw 11101 11101 FREE M 81 BVSTSPR STANDARDS ISTAiLIB BY TTNE MICROFILMED
UCTZI N M PLAN SHALL K PREPARED EW A MISTEWD DATE: DATE: Z - p J RECORD Rmw. m. VERT �il�L DATA
CIVIL O1 STRUJC'T1IMIL RiA�I AT TIME CONTRACTOR'S EOMO &/_//Z_/- �/a ELEVATION: 46.144 DATUM. LL�• 6
6.11. N - 4643
/� W
FU 0.
APR 2 9 13838
MICROFILMED
-
LEGEND
GEME11 LATERAL DATA TABLE
STREET LIGHT Q DEPTH
LOT INV. EL. DROP LENGTH INV. EL. GROUND INV. STATION
FIRE HYDRANT w ! MAIN TO MAIN AT. P.L. EL. ! P.L. • P.L.
31
SEWER __0_ 1 247 0 2 8.78 6 2+35
- - Is 240.64 6 2+
AVE STORM DRAIN -S- 4 is 47.57 1 .67 6 3 +21
P GOS�P
WATERMAIN __ -____ 5 243.05 0.96 1 244.06 250.01 i 4 +25
�
243.33 0.66 24 +
DRAINAGE FLOW 6 244.60 '96 2 0 4+ I.
WATER/ STORM DRAIN
- -_- '
_- - e +72
�
I EASEMENTS - 11 259.4 [ T7 + 7 36 I� BLOCK NUMBER 1900
1 + 15 14 34 �p (ADDRESS) 14 241.1 33 .70 i +1
16 } STREET NAME SIGN +
W Z 16 248.1 27 39 .3 8+27
STREET DRAINAGE FLOW 17 247.97 3.2a 43 2 0.75 Z e.15 +1
13
17 a SURD /Y /S /ON BOUNDARY -- 1a .
19 247.1 6.09 1
18 in 12 h 20 246.45 6.69 1 .14 1 259.14
17 1 50.46 1 256.45
21
19 ti 11 22
W 10 23 1 .
.4
21 u 1 9 WATER LATERAL TABLE • 64 I.
B 26 245.75 1 4$.11 254.11 +
3 7 27 247.25 1'. 1 6 25 +
33 4 Q 6 Lot STA Comments
00 1 240.90 1. +
„ 30 +
1 = 200 1 W 32 5 \
W 1 2 + 08 AMALFI DR 31 233. 1 . 241.10 +
1 y 31 4 \ Id PVT. 2 2 + 68 AM�ILFI DR 33 233 I ; 241 2 +49
3 S.D.E. I 3 3 + 16 AMALFI DR
10 PVT 26 2 ��/ 4 3 + 69 AMALFI OR
S.D.E. i 29 1 5 4 + 20 N 4l FI # SEE DETA /C Z
6 4 + 51
28 . 7 5 r 94.5 AMALFI DR
8 5 + 53 AMOLFI OR
9 6 + 02 AMALFI OR
\ 10 6 + 77 AM%LFI OR
11 7 + 22 AMALFI OR
3 12 7 + 74 AMALFI OR
13 8 + 17 AMALFI OR
�• � 14 8 + 37 AMALFI OR
15 8 + 47 AMALFI OR
\ y g 16 8 + 44 AMALFI DR
Jd AMALFI DR
18 7 + 83 AMILFI DR DRIVEWAY TABLE
19 7 + 36 AMALFI OR
?' 20 6 + 93 AMALFI DRIino�TA f C.L. of {6' Drivwry
21 6 + 19 AMALFI OR
Q 6. d��- � 22 5 + 59 AMOLFI DR Lot ��
23 5 + 06 AMALFI DR
Q �� ��pPP 24 4 + 68 AMALFI OR �$
25 3 + 49 AMALFI OR 1 2 + 21 .19 AelalfI Dr.
24W 0 26 3 + 04 AMALFI DR 2 2 + 49.49 Amalti Dr.
sa s ae.
� 27 2 + 9 AMALFI OR 2 + N.7$
4.5 Amolf i Dr.
JO' S. o. E. RCA c�1� 28 0 + 98 MONTE MIRA OR 3 + N•0! Amalfi Dr.
29 1 + 40 Ma1TE MIRA OR 5 3 + So. 64 Ann lfi Dr.
1a / 30 1 + 90 MONTE MIRA DR 6 4 + 72.74 Aloalti,Dr.
n''RCP 1t� 31 2 + 40 MONTE MIRA OR 7 5 +05.00 Am If 1 Dr.
32 2 + 8I MWTE MIRA LN 8 5 + 72, 64 Multi Dr.
9 6 +20,60 AmeIf1 Dr.
33 3 + 02 KINTE MIRA W
SHEET 10 6 + 50.63 Aeulti Dr.
11 7 + 01.97 Multi Dr.
KEY M A P 12 8+01.00 Amal Dr.
It 13 6 + 01.45 Am I t I Dr.
SCALE I=200' 14 6 + 17.41 Canter between Lot Lima
15 6+ 17.41 Center between Lot Lines
CB. LG14E 1s Is 6 + 17.41 Center between Lot Lines
PIRAEUS ST. 7 + 67.40'tK between Lot Lines
J �/ INVERT GRADE INV. ELEV. 19 Amalfi Dr.
R /W
2yi MIN. GCB. L /.i�E 7 + 17.36 Mal t i Dr.
_ m y 45 ELBOW 20 6 + 67.74 Mold Dr.
0.5� 2 t 5 + 39.92 Awl f I Dr.
Q �� MIN IL z 22 5 +66.46 Mel f i Dr.
300 - �. 12 0 RCP. ¢ 1 29 b +24.00
300 STORM p 24 4 + 69.00 AeIOI t i Dr.
O " 0 P.VC. DRAIN j 26 2 + 3 Mal t i Dr.
. e 2 +50.26
SEWER MAN 26
gVL R/i I I " =B0� INV. ELEV. 27 Amalfi Dr,
Amalfi Dr.
R/w '0 �gl O� S MAIN VARIES VARIES 26 1 + 00,00
\ ILilyi C9V' �� �� 29 1 + 14.60 C.L. Monte Mira Dr.
S Q �i .50 Monte Mira Dr.
LL I =BO 31 1 + 64 / \ \ A SEWER LATERAL PROFILE 32
2 + 14.50 Monte M i re Dr.
\ t� 47 •� / 2 +64.60 Monte Mi Ira Dr.
OJ 90 N gN LOTS 9 ' / ? 64
3 + 00.00 2.5' LT. Monte M i ra Dr .
9 0 :0
N ~ � F ��yRtFESS +qy x3
I Pw D/W_ _ _ _PRIV. D/W ` p 1�2tl
300 CLEAR SIGHT DISTANCE AVAILABLE AT 300 CLEAR SIGHT DISTANCE AVAILABLE AT , /vi
INTERSECTION OF SKY LOFT RD. & PIRAEUS ST., INTERSECTION OF AMALFI DR. & GASCONY
NO SIGHT OBSTRUCTIONS WITHIN THIS AREA. SKY LOFT RD., NO SIGHT OBSTRUCTIONS
WITHIN THIS AREA. j
PFIIVATE CONTRACT
I u__ M ITS COUNTY OF SAN DIEGO S
DEPARTMENT OF PUBLIC WOM(4� 611EETt
REZONE PEWIT NO. IMPROVEMENT PLAN FOR:
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TENTATIVE MAP NO.
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