2008-10009 I (Plans)GENERAL NOTES
1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT
FOR ANY WORK W17HIN THE STREET RIGHT -OF -WAY.
2 THE STRUC77JRAL SEC71ON SHALL BE AS SHOWN ON THESE PLANS.
J. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL
OF ANY CONSIRUC ➢ON OUTSIDE THE PROJECT BOUNDARY.
4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACIL177ES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE- RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO OTHER EXIS77NG FACILITIES EXCEPT AS SHOWN ON THESE
PLANS HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAU71ONARY MEASURES
TO PR07ECT ANY EXIS71NG FACILITY SHOWN HEREON AND ANY W141104 IS NOT OF RECORD
OR NOT SHOWN ON THESE PLANS.
5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON
SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO C0NS7RUC71ON OF NEW WORK. THE
CON7RACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXIS7NG UNDERGROUND
FACILITIES PRIOR TO THE START OF ANY WORK WHICH CROSS NEW STORM DRAIN PIPE
PROPOSED IOC�A F ACOCOOFS1G AUT PLANS F THIS PROJECT. NECESSARY B CA SE AHEAD OF LATN EX7NFC7]ES.
6. A. THE CONTRACTOR SHALL N07IFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO
STARTING WORK NEAR COMPANY FACIL171ES AND SHALL COORDINATE HIS WORK WITH
COMPANY REPRESENTATIVES.
NO TICE. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE
UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE
SAN DIEGO GAS & ELECTRIC COMPANY.
TELEPHONE- (800) 422 -4133
B. THE CONTRACTOR SHALL N07IFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK
NEAR COMPANY FACILI7ES AND SHALL COORDINATE WITH COMPANY REPRESENTAINES.
TELEPHONE. (619) 546 -3606
C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGU/TO WATER DISTRICT PRIOR TO STAR77NC WORK
NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTA77VES.
NOTICE.- FOR THE LOCA77ON OF WATER DIS ICT FAOL17ES WITHIN
THE PROJECT AREA TELEPHONE 6 633 -2709
D. THE CONTRACTOR SHALL N07IFY COX CABLE TELEVISION COMPANY PRIOR TO STAR77NC WORK
NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTA71VES.
NOTICE.- FOR LOCA77ON OF CABLES AND APPURTENANCES
CONTACT COX CABLE TELEVISION COMPANY.
TELEPHONE: {800) 422 -4133
7 CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY
INSPECTOR.
8. ALL WORK SHALL BE DONE IN ACCOR)D,ANCE WITH THE STANDARD SPECIFICA7ONS FOR PUBLIC
WORKS A ONSDIOO$ THE SAN DIEGO STAND ON (ADOPTED RYAN- SAN DIEGO
REGIONAL STANDARDS COMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (MARCH 2000
EDITION), CAL7RANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 1992 EDITION), AND
THE SPECIAL PROVISIONS FOR THIS PROJECT
VICINITY MAP
N. I. S.
SHEET 1 I7TLE SHEET
SHEET 2 IMPROVEMENT PLAN & SECTIONS
ABBREVIA TONS
AC = ASPHALT CONCRETE
PVMT = PAVEMENT
PLC = PORTLAND CEMENT CONCRETE LIP = CUTTER LIP
X -GTR = CROSS GUTTER
EP = EDGE OF PAVEMENT
TC = TOP OF CURB
FL = FLOWL/NE
INV = PIPE IN VERT
7B = TOP OF BERM
BC = BEGIN CURVE
EC = END CURVE
FH = FIRE HYDRANT
R1W = RIGHT OF WAY
ST LT = STREET LIGHT
BCR = BEGIN CURB RE77JRN
ECR = END CURB RETURN
(7289) = EXISTING ELEVA7ION
PCR = POINT OF REVERSED CURVE
(R) = RADIAL BEARING
VERT. = VERTICAL
HORIZ = HORIZONTAL
SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS
EXIST: = EXISTING
REQD. = REQUIRED
PVC = POLYVINYL CHLORIDE PIPE
PP = POWER POLE
CUP = CORRUGATED METAL PIPE
CAB = CRUSHED AGGREGATE BASE
AHRM = ASPHALT RUBBERIZED HOT MIX
SITE MAP
1" = 20'
it
Sc'9lF ��
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO
THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICA7ONS OF THESE PLANS AND
STANDARD DRAWINGS:
STANDARD SPECIFICATIONS
1. "GREENBOOK" STANDARD SPECIFICA77ON FOR PUBLIC WORKS CONSTRUC71ON (2000
EDITION).
2 CALIFORNIA DEPARTMENT OF TRANSPORTAI70N, MANUAL OF TRAFFIC CONTROLS
FOR COIVSTRVC1701V AND MAINTENANCE WORK ZONES " (1996 ED1170N).
J. STATE OF CALIFORNIA STANDARD SPECIFICAT70NS -JULY 1992
4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS.
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -JULY 2000.
2. STA7E OF CALIFORNIA STANDARD PLANS -JULY 1992.
J. SAN D/EGUITO WATER DISTRICT STANDARD PLANS.
LEGM STANDARDAN070 SYMBQL
PROPERTY BOUNDARY
RIGHT OF WAY R1W
EXISTING CONTOUR
PROPOSED CONTOUR 116
EXISTING ELEVATION
PROPOSED ELEVATION 1
BUILDING F007PRINT
EXISTING CMU WALL
PROPOSED TREE WELL, GRATE (PER ARCH PLAN) �O
LIMITS OF AC
DAYLIGHT LINE
SAWCUT LINE
AC PAVEMENT GRIND%OVERLAY (PER PLAN)
RIBBON GUTTER
DIRECTION OF FLOW
GRAVEL BAGS (PER PLAN)
SAN DIEGO REGIONAL STANDARD DRAWINGS
DRAWING NQ
SDRSD G -2
SDRSD G -11
SDRSD G -30
SDRSD G -31
SDRSD C -32
OWR : SOTTAKU DOJI, LLC
DESCRIPTION
CURB AND GUTTER- COMBINED
CONCRETE SIDEWALK REMOYAL & REPLACEMENT
TRUNCATED DOMES
CURB RAMP - TYPE D
GENERAL N07ES FOR CURB RAMPS
I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN
EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUC77ON PERMIT AND TO
PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UN71L COMPLETED, IRRESPEC77VE AND
INDEPENDENT OF ANY 0TK`R� OK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
KEITH WH17E (MANAGING PARTNER)
DATE.',"
AMEX : 230 BIRMINGHAM DRIVE
CARDIFF, CA 92007
ASSESSORS PARCEL M : 260- 352 -26
LEGAL DESQWWN :
LOTS 25, 28, 27 AND 28, IN BLOCK 68 OF CARDIFF MLLA, IN THE CITY OF ENCINITAS, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No. 1469, FILED IN 7HE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 10, 1912
w
�oQPoFESS /O A5 -- bUlLr
Underground Service Alert SAN DIEGUTTO WATER DISTRICT ENCINITAS EIRE DEPARTMENT PLANNING DEPARTMENT PARKS AND RECREA71ON PUBLIC NVRKS DEPA �Q Q��y R B'10
cz 2 2 m By
CALL BEFORE YOU E REVIEWED BY.• REVIEWED BY REVIEWED BY REVIEWED Y. REVIEWED BY- � - xp.3stso Rf1NOi R. 9ROWA/ dQT� PROJECT No.: 08 -036 2113%09
CALL TOLL FREE exp. e /aono
1 -800 422 -4133 � 4 � 3G/96 EX/? OtITE � �,- 3D • 20 /G
-- 9'� �� A��i�f -� ' ��� v`�// /7 �/�(� lQ • 11 Oq % ®9 �1- 61-0`( ��gTF
OF CAL �FOP�\P
NO #VRKING DAYS BEFORE YOU DIG DATE DATE DATE DAIS DATE
REVISIONS APPROVED DA IF REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWWG NQ
I 11tw9t SHEET 2 AA 4,n 1 2"1115 CITY BENCHMARK No. 1042, ENC -42" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED /?OV APPROVED PUBLIC IMPROVEMENT PLANS FOR:
Z f7EU /O 9hE rf 25" BRASS SAN DIEGO COUNTY ENGINEERS DISC BROWN
S- BUILT 11-11 - 20/6 If• .f 11 SSTAMPED "OC 136, 1968" IN EAST WING WALL OF DAIE 3 �7 - MAN( (ESTER AVENUE 10009-1
VER77CAL AS SHOWN BY BY RIB GUTTER &CURB RAMP
HORIZONTAL AS SHOWN RANDY R
//-1 -/ THE NORTH END OF NORTHBOUND HIGHWAY BRIDGE R.C.E. NO. 36190 {�/�/
OVER SAN ELIJO LAGOON. B
ELEV. 16.938 DATUM: NAVD88 ENGINEER -'1 EXP. 6 -30 -10 DATE. 7-1161 O-p DATE• • 0 WORK PROJECT NO. 04 -267
� SHEET 1 OF 2
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SKEET
INDEX
WORK
TO
BE
DONE
SHEET 1 I7TLE SHEET
SHEET 2 IMPROVEMENT PLAN & SECTIONS
ABBREVIA TONS
AC = ASPHALT CONCRETE
PVMT = PAVEMENT
PLC = PORTLAND CEMENT CONCRETE LIP = CUTTER LIP
X -GTR = CROSS GUTTER
EP = EDGE OF PAVEMENT
TC = TOP OF CURB
FL = FLOWL/NE
INV = PIPE IN VERT
7B = TOP OF BERM
BC = BEGIN CURVE
EC = END CURVE
FH = FIRE HYDRANT
R1W = RIGHT OF WAY
ST LT = STREET LIGHT
BCR = BEGIN CURB RE77JRN
ECR = END CURB RETURN
(7289) = EXISTING ELEVA7ION
PCR = POINT OF REVERSED CURVE
(R) = RADIAL BEARING
VERT. = VERTICAL
HORIZ = HORIZONTAL
SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS
EXIST: = EXISTING
REQD. = REQUIRED
PVC = POLYVINYL CHLORIDE PIPE
PP = POWER POLE
CUP = CORRUGATED METAL PIPE
CAB = CRUSHED AGGREGATE BASE
AHRM = ASPHALT RUBBERIZED HOT MIX
SITE MAP
1" = 20'
it
Sc'9lF ��
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO
THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICA7ONS OF THESE PLANS AND
STANDARD DRAWINGS:
STANDARD SPECIFICATIONS
1. "GREENBOOK" STANDARD SPECIFICA77ON FOR PUBLIC WORKS CONSTRUC71ON (2000
EDITION).
2 CALIFORNIA DEPARTMENT OF TRANSPORTAI70N, MANUAL OF TRAFFIC CONTROLS
FOR COIVSTRVC1701V AND MAINTENANCE WORK ZONES " (1996 ED1170N).
J. STATE OF CALIFORNIA STANDARD SPECIFICAT70NS -JULY 1992
4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS.
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -JULY 2000.
2. STA7E OF CALIFORNIA STANDARD PLANS -JULY 1992.
J. SAN D/EGUITO WATER DISTRICT STANDARD PLANS.
LEGM STANDARDAN070 SYMBQL
PROPERTY BOUNDARY
RIGHT OF WAY R1W
EXISTING CONTOUR
PROPOSED CONTOUR 116
EXISTING ELEVATION
PROPOSED ELEVATION 1
BUILDING F007PRINT
EXISTING CMU WALL
PROPOSED TREE WELL, GRATE (PER ARCH PLAN) �O
LIMITS OF AC
DAYLIGHT LINE
SAWCUT LINE
AC PAVEMENT GRIND%OVERLAY (PER PLAN)
RIBBON GUTTER
DIRECTION OF FLOW
GRAVEL BAGS (PER PLAN)
SAN DIEGO REGIONAL STANDARD DRAWINGS
DRAWING NQ
SDRSD G -2
SDRSD G -11
SDRSD G -30
SDRSD G -31
SDRSD C -32
OWR : SOTTAKU DOJI, LLC
DESCRIPTION
CURB AND GUTTER- COMBINED
CONCRETE SIDEWALK REMOYAL & REPLACEMENT
TRUNCATED DOMES
CURB RAMP - TYPE D
GENERAL N07ES FOR CURB RAMPS
I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN
EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUC77ON PERMIT AND TO
PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UN71L COMPLETED, IRRESPEC77VE AND
INDEPENDENT OF ANY 0TK`R� OK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
KEITH WH17E (MANAGING PARTNER)
DATE.',"
AMEX : 230 BIRMINGHAM DRIVE
CARDIFF, CA 92007
ASSESSORS PARCEL M : 260- 352 -26
LEGAL DESQWWN :
LOTS 25, 28, 27 AND 28, IN BLOCK 68 OF CARDIFF MLLA, IN THE CITY OF ENCINITAS, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No. 1469, FILED IN 7HE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 10, 1912
w
�oQPoFESS /O A5 -- bUlLr
Underground Service Alert SAN DIEGUTTO WATER DISTRICT ENCINITAS EIRE DEPARTMENT PLANNING DEPARTMENT PARKS AND RECREA71ON PUBLIC NVRKS DEPA �Q Q��y R B'10
cz 2 2 m By
CALL BEFORE YOU E REVIEWED BY.• REVIEWED BY REVIEWED BY REVIEWED Y. REVIEWED BY- � - xp.3stso Rf1NOi R. 9ROWA/ dQT� PROJECT No.: 08 -036 2113%09
CALL TOLL FREE exp. e /aono
1 -800 422 -4133 � 4 � 3G/96 EX/? OtITE � �,- 3D • 20 /G
-- 9'� �� A��i�f -� ' ��� v`�// /7 �/�(� lQ • 11 Oq % ®9 �1- 61-0`( ��gTF
OF CAL �FOP�\P
NO #VRKING DAYS BEFORE YOU DIG DATE DATE DATE DAIS DATE
REVISIONS APPROVED DA IF REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWWG NQ
I 11tw9t SHEET 2 AA 4,n 1 2"1115 CITY BENCHMARK No. 1042, ENC -42" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED /?OV APPROVED PUBLIC IMPROVEMENT PLANS FOR:
Z f7EU /O 9hE rf 25" BRASS SAN DIEGO COUNTY ENGINEERS DISC BROWN
S- BUILT 11-11 - 20/6 If• .f 11 SSTAMPED "OC 136, 1968" IN EAST WING WALL OF DAIE 3 �7 - MAN( (ESTER AVENUE 10009-1
VER77CAL AS SHOWN BY BY RIB GUTTER &CURB RAMP
HORIZONTAL AS SHOWN RANDY R
//-1 -/ THE NORTH END OF NORTHBOUND HIGHWAY BRIDGE R.C.E. NO. 36190 {�/�/
OVER SAN ELIJO LAGOON. B
ELEV. 16.938 DATUM: NAVD88 ENGINEER -'1 EXP. 6 -30 -10 DATE. 7-1161 O-p DATE• • 0 WORK PROJECT NO. 04 -267
� SHEET 1 OF 2
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SPECIAL NOTES.
14.54'
102
4.30'
-�— 5.92' 4.32'
I. PRIOR TO CONS7RUCDON, CONTRACTOR TO REMOVE SIDEWALK,
'
Ad
T -
PAVEMENT, LANDSCAPING AND OTHER 17EMS LOCATED WITHIN
THE LIMITS OF NEW DEVELOPMENT, UNLESS NOTED OTHERWISE.
N
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VERIFY REMOVALS WITH OWNER
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W
2 ALL EXIS71NG U77LI71ES AND STREET IMPROVEMENTS ARE TO BE
PR07ECIED IN PLACE, UNLESS OTHERWISE NOTED.
k
-
3. EXTERIOR CONCRETE SLABS ON GRADE SHALL BE
(520 -C -2500) 5" THICK (MIN.) OVER 3" CLEAN SAND WITH 14
— 105
CID
cr-
100
BARS 0 18' 01C EACH WAY AT MID -SLAB HEIGHT CROSS
SEC77ON MAY VARY BASED ON SOILS ENGINEER R- VALUE
TESTS.
4. PERVIOUS CONCRETE PARKING SHALL BE 5" THICK OVER 12"
OF 314" GRAVEL OVER NATURAL, COMPACTED TO MIN. 90%
DRY DENSITY. JOINTS PER SOILS ENGINEER.
m i ,
m
— 100 0
o
'+ EXISTING GRADE
0.5%
'
+
_
o
_
PROPOSED FLOK2INE
— —
MANCHESTER
A VENUE RIBBON
GUTTER PROFILE
— 95
PROF7I.E SCALE
S
__....
VERT : 1"
1+0 1+5 2+0 2+50
W
w
U
� Q ° W OURB
w �
m " a lop OF i
R GO
m � z `Z" 5.3q 1i0F E
E'LY EDGE PROPOSED w m 5.1%
RIBBON GUTTER �-'' c, ,
6" CURB
EXISTING LIP OF GUTTER-1 o CKS
rn
TO REMAIN
CURB RETURN PROFILE
PROIILE SCALE 96
HORIZ : 1"--5'
VERT : 10=1'
2 Z g
CC� I AN EASEMENT GRANTED TO THE to 25' — >
COUNTY OF SAN DIEGO FOR PUBLIC
b) ( ROAD PURPOSE$ RECORDED
DECEMBER 13, 1968 AS FILE No.
o S1J S� 221552 OF OFFICIAL RECORDS. Z o [t w a
17 _ 25'
m w
1 +45.86 END SIDEWALK, CURB & GUTTER 4.5' 5'
REPLACEMENT MATCH EXISTING GRADES
L-7ER 8 34.2' B MATCH EXISTING LIP
? �X /ST c PdV�MS Nr ra H�Md /M �� ) ° -p OF GUTTER
CONCRETE WALKWAY 4 =' ° - EXISTING BUILDING \�\ \ x cr CONCRETE WALKWAY \ 35 �� % ' REMOVE & REPLACE 7" CURB & GUTTER PER G -2 ( TO REMAIN ..�, �< CONCRETE WALK e ° MATCH OF GUTTER GRADES A ��
--
- LIP
AN TER ° ° PLAN IER IE
?. `' EXISTING CMU RETAINING WALL s.e..< 0k�o, Y
-- REMOVE &REPLACE SIDEWALK PER SDRSD G -11
,mow
PROTECT IN PLACE o,� 0`O o`O 0 �� °�' �rD „n „” Y.lnnrvr °' 0' `` `. 98.9 �� 1 +28.41 EXIS77NG POWER POLE
"r " "' " "'� °r S PROTECT IN PLACE REPLACE EXISTING SIDEWALK,
o, o• o, g. q �• o, 0; D�,cRCrr o0'�°' 0 4�• P WOUS 99NGRE-E t °' a9 G9� 1 3 EXISTING PAVEMENT
r iw '.o�i�� oca4 1; c v i 15 _ a G G °� C °' ¢ 8T 9a m
�� ��� o CURB & GUTTER AND BASE TO REMAIN
0
f,BNERE*
PGCfLUSNGU
1 +20.00 PROPERTY LINE
R W 6" DRAIN OUTLET — _ N3o34D0•W 100.00' - BIRMINGHAM DRIVE SECTION B —B
GRAVEL BAGS OVERLAP
nkiTn nIIDD
3 FT (0.9 M) MIN.
RUNOFF
GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS
ACTS AS SPILLWAY WITH ENDS OVERLAPPED
GRA VEL BAG
PR07ECT IN PLACE 00�i INSTALL TYPE D'I CURB RAMP PER SDRSD C -31
NTS
pinnuc nnsenDrrr �r
.' ��ar- a.,ytia. A d: ,,:. .x. ., .�' .•:
SEE DETAIL
,;
TEMPORARY EROSION CON]R ,. a GUCU $' H 01 P6U9 /d CU/3L3 'Q j ""✓ ' w w _— Idl Q
0 w 5'6N /dE /iI�gON GG/TtER (Nlt/I A4UA 8f� /Cff 1 .w z
USE ONE ROW GRAVEL BAGS 2 r -
\ 6eT /DN PAVEf3S BY ADVdNCFd7 Pd�O tdEN% t�CF!
BAGS HIGH STAGGERED PER `` rr EXISTr r/ r r/ tgld, ' - 314" C1341SNMD fiACfS m w
.� /If' /A / //'1 _y, /a x _
SC -6. � GRIND ND OVERLAY C �� g o L
� �Ei�N %Oi
PAVEMENT AS NECESSARY RBBON GU-T�R �' °o
- TO MATCH EXISTING GRADES
2+06 _ 20' 10' J, X
-- ± o o Q Q 1 0 2' OVERLAY 1 +00 MANCHESTER AVENUE " S4GVCUL /N� AA �j Vin, /nancea� e
1100 2.5 ' ?•5' A:X/ST G&zg 4TGf/ gyEPi YF FIf£K i ^ � E
� 2 �., �,tt ��' w m ;��'� � � z � � W o � �w�' f �% 1 -1*� -1-✓ -3-�
z mU - p my m Q m Z my g Q r, , r
�z' �"Q �rnz =m m Q k�Q
° ° MANCHESTER AVENUE �JZ m m Q _ EX /ST dC ���E�Nr s
CD a K t0 RE,f441AI
xx �U7'j # MATCH EXIST. GRADE i'• °' a
aO�W �V N �U (y �Wa�U ZU 21` C r .>
a w x o x o j°mZ w °z w Uo x AC ROADWAY I TYPE D CURB RAMP
2110 g h a - - W m a °o* /, /, %i � �, . _.�.: PER SDRSD G -31
N N n S4WedT Z/NE �' „
0 0 o w ad o d: L 6 CURB, FLUSH -
R W ±^ ± R W + NN N ° m R W MdTCN X 5 %GRdUE 1, X /6' UGCnmpCLm WITH SURFACE
_.. �,.
s
' P `° N GRIND AND OVERLAY AC CREZ °'b " us Pe"19RFE
+ MIN. 2" OVERLAY 0;C , ,� �� BLACK TRUNCATED DOMES -
NOUS CAMMETE NOTES PER Esc PER SDRSD G -30
it
N. TS.
"Ifad CIS
C
4/ Mlhl �
I
Bgy/ EXIS77NG POWER POLE,
PROTECT IN PLACE
9 9g1
1.5% 2.0 %_
h
O
� / O
o) o
O 1 5 REMOVE & REPLACE CURB
MANCHESTER AVENUE SECTION A —A ' ° & GUTTER PER G -2
1. ANA READY MIX CONCRETE AAZ TAI DON (NR PERVIOUS ' _= t L �O 1 MATCH EXIS71NG G GRADES
CONCRETE C D CONTRACTOR MUSTINSTA E PERVIOUS CONCRETE. d QAOFESSIO N1S �, y�
CONTRACTOR TO PR PROOF OF CER AITON TO THE ENGINEERING NOTE p �� i
RELD INSPECTOR PRIOR TO T RK.
Underground Service Alert ��Q� ��� R B90 F�� _ �U /LT �9 A= 8229'00' EXISTING CROSS GUTTER
REFER TO PERMANENT ENCROACHMENT AGREEMENT Q PROPOSED RIBBON �� R =10.1' PR07ECTIN PLACE
CALL
BEFORE YOU DIG 2• THE CITY ENGINEER M QUIRE A COR PLE OF THE INSTALLED 10009 -PE REGARDING PRIVATE IMPROVEMENTS WITHIN CD Q No. 36190 2 m GUTTER
PERVIOUS CONCR TO ENSURE THAT THERE IS 1MUM VOID CONTENT THE RIGHT -OF -WAY, PER DOC. NO. 0- °C PROJECT Na.: 08 -036 7114109 L= 14.54'
<� OF 20% I MINIMUM VOID CONTENT OF 20% !S NOT ED THE DATED .auV 9. 1�0 * Exp. 6/30/10 *Y i C(1 \C ��
CALL TOLL FREE �� 9 ZO09 03I210O SOWARDS &BROWN ENGINEERING
1 -800 422 -4133 REM AND REPLACEMENT OF THE PERVIOUS CONCRETE WILL CONSULTING ENGINEERS
UIRED TO THE SA7ISFACIION OF THE CITY ENGINEER. JZ9 CIVIL 4��P 2Y 67 NEWCASTLE AVENUE SUITE Yq3 RL DY /q j(A/.V 1 A;Ire PEDESTRIAN CURB RAMP DETAIL
*, rp CARDIFF BY THE SEA, CA., 92007 //�� �j IMP. �{
OF CAO TEL -760 /436 -8500 FAX 760/436-8603 Ri„E 36/90 IMP• OAM (0-30, iJ /6 1' - 5'
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINI TAS ENGINEERING DEPARTMENT DRAWING NO.
L 40944 CEpCA(VVlOUS 0W r0 .1117115 CITY BENCHMARK No. 1042, 'ENC -42" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR:
PE)3Mfdl36E PAVePS 25" BRASS SAN DIEGO COUNTY ENGINEERS DISC HORIZONTAL 1" = 10' RANDY R. BROWN / T
2 fl�'PL4CERl/3P30A/GU7tfffi Ta 11A- AA 411,4115 STAMPED 'OC 136, 1968" IN EAST WING WALL OF - DATE [ BY, e1 /1� BY. j MANCHESTER AVENUE 10009 -1
f l/ �
PCRH1Cd�5LE PdVEffS THE NORTH END OF NORTHBOUND HIGHWAY BRIDGE VER77CAL 1" = 2' R.C.E. NO. ___36190 --
(15 euiLr / -/J 20/5 /•/ ./j �/ /,OVER SAN EUJO LAGOON. 6 30 10 RIBBON GUT IGIf CURB RAMP
ELEV.• 16.938 DATUM: NAVD88 ENGINEER EXP. 1 1 DATE. 7/ 1 61 Q � DATE.. WORK PROJECT NO. 04 -267 SHEET 2 OF 2
14.54'
102
4.30'
-�— 5.92' 4.32'
Ad
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CC� I AN EASEMENT GRANTED TO THE to 25' — >
COUNTY OF SAN DIEGO FOR PUBLIC
b) ( ROAD PURPOSE$ RECORDED
DECEMBER 13, 1968 AS FILE No.
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RELD INSPECTOR PRIOR TO T RK.
Underground Service Alert ��Q� ��� R B90 F�� _ �U /LT �9 A= 8229'00' EXISTING CROSS GUTTER
REFER TO PERMANENT ENCROACHMENT AGREEMENT Q PROPOSED RIBBON �� R =10.1' PR07ECTIN PLACE
CALL
BEFORE YOU DIG 2• THE CITY ENGINEER M QUIRE A COR PLE OF THE INSTALLED 10009 -PE REGARDING PRIVATE IMPROVEMENTS WITHIN CD Q No. 36190 2 m GUTTER
PERVIOUS CONCR TO ENSURE THAT THERE IS 1MUM VOID CONTENT THE RIGHT -OF -WAY, PER DOC. NO. 0- °C PROJECT Na.: 08 -036 7114109 L= 14.54'
<� OF 20% I MINIMUM VOID CONTENT OF 20% !S NOT ED THE DATED .auV 9. 1�0 * Exp. 6/30/10 *Y i C(1 \C ��
CALL TOLL FREE �� 9 ZO09 03I210O SOWARDS &BROWN ENGINEERING
1 -800 422 -4133 REM AND REPLACEMENT OF THE PERVIOUS CONCRETE WILL CONSULTING ENGINEERS
UIRED TO THE SA7ISFACIION OF THE CITY ENGINEER. JZ9 CIVIL 4��P 2Y 67 NEWCASTLE AVENUE SUITE Yq3 RL DY /q j(A/.V 1 A;Ire PEDESTRIAN CURB RAMP DETAIL
*, rp CARDIFF BY THE SEA, CA., 92007 //�� �j IMP. �{
OF CAO TEL -760 /436 -8500 FAX 760/436-8603 Ri„E 36/90 IMP• OAM (0-30, iJ /6 1' - 5'
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINI TAS ENGINEERING DEPARTMENT DRAWING NO.
L 40944 CEpCA(VVlOUS 0W r0 .1117115 CITY BENCHMARK No. 1042, 'ENC -42" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR:
PE)3Mfdl36E PAVePS 25" BRASS SAN DIEGO COUNTY ENGINEERS DISC HORIZONTAL 1" = 10' RANDY R. BROWN / T
2 fl�'PL4CERl/3P30A/GU7tfffi Ta 11A- AA 411,4115 STAMPED 'OC 136, 1968" IN EAST WING WALL OF - DATE [ BY, e1 /1� BY. j MANCHESTER AVENUE 10009 -1
f l/ �
PCRH1Cd�5LE PdVEffS THE NORTH END OF NORTHBOUND HIGHWAY BRIDGE VER77CAL 1" = 2' R.C.E. NO. ___36190 --
(15 euiLr / -/J 20/5 /•/ ./j �/ /,OVER SAN EUJO LAGOON. 6 30 10 RIBBON GUT IGIf CURB RAMP
ELEV.• 16.938 DATUM: NAVD88 ENGINEER EXP. 1 1 DATE. 7/ 1 61 Q � DATE.. WORK PROJECT NO. 04 -267 SHEET 2 OF 2