1992-142 CS (Plans) GENERAL NOTES SEWER NOTES WATER NOTES 24 WORK TO BE DONE
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1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD 1. WATER MAINS,
LATERALS AND APPURTENANCES SHALL BE 6 "TYPE G CU INDEX GUTTER PER G -2. I IN D E X IMPROVEMENTS CONSIST OF THE FOLLOWING WORK
TO BE DONE ACCORDING
DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION 1982 CONSTRUCTED ACCORDING
TO THE STANDARD i p �, TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC
STREET RIGHT -OF -WAY. EDITION, THE 1982 SAN DIEGO STANDARD SPECIAL PROVISIONS SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. 2 -1°
y \�i\ SHEET NO DESCRIPTION WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR
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TO THE STANDARD SPECIFICATION FOR PUBLIC WORKS THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL .� a�.� ........ ...::.
^'' 1 TITLE SHEET IMPROVEMENT OF SUBDIVISION STREETS AND STANDARDS REFERENCE
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL WORK FOR A PERIOD OF
ONE YEAR AFTER THE DATE OF MACKINNON RANCH RD. 3 AC /4 "ABCL.2(MIN.) 2 MANCHESTER AVE DRAWINGS.
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL ACCEPTANCE. *-*
TYPICAL SECTI SEE GENERAL NOTE 2 3 PRIVATE STREET
4 8" PVC SEWER &
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO PROVISIONS. STA 3 +11.51 TO 4 +39.07 AND PRIVATE STREET
CONSTRUCTION. 2, UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO STA 5 +6556 TO 6 +03.91 5 STORM DRAIN
I TEM AND SDRSD DWG NO, SYMBOL QTY
1. TRENCH WIDTH SHALL BE PER SDRSD N0. S -4 EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, NO SCALE DETAILS
PEDESTRIAN PROTECTIVE
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT UNLESS OTHERWISE NOTED. UNDER THE SUPERVISION OF SAN DIEGUITO
WATER RAILING PER M -24 SUBDIVISION BOUNDARY
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE
DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST WIDTH VARIES RM' PROPERTY LINE
PROJECT BOUNDARY. 2. PIPE AND BEDDING CONDITIONS: THE DEVELOPER. I-3' EASEMENT LINE
^
' - TOP OF BANK CONST. CL EXISTING CONTOUR
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET (A) ALL PIPE SHALL HAVE A 4 MINIMUM OF 3. WHERE ELEVATIONS AND GRADES ARE NOT
SHOWN ON THE \ WIDTH VARIES 351 TO1957' PROPOSED FINISHED CONTOUR
RIGHT -OF-WAY SHALL BE CONSTRUCTED CONNECTED AND TESTED 3/4 INCH CRUSHED ROCK BENEATH THE WATER MAIN PROFILE TOP OF PIPE PROFILE
IS 48 II - VARIES 5' -10' z�
, EXIST.AO. EXISTING AC
PRIOR TO CONSTRUCTION OF BERM CURB CROSS GUTTER AND PIPE, INCHES BELOW CENTER LINE FINISH GRADE OF STREET. 1'Y2' A.C.OVE
R LAY
- 5' SURFACE / EX IST. AO. BERM EXISTING POWER POLE
PAVING. 2:1 EXISTING TELCO BOX c
(B) V.C.P. AND A.B.S. TRUSS PIPE 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. a „ AB .
EXISTING SDG&E BOX °
E G ENERAL RA
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND BEDDING FROM BOTTOM OF PIPE TO (6) SEE GEL NOTE E 2 2 J TYPICAL
SECTION '�' CONSTRUCT 3" AC PAVING OVER 6" AB OR NATIVE BASED ON "R" VALUE. �- 44,5005E
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SIX INCHES MINIMUM ABOVE THE PIPE 5. CONTRACTOR TC FURNISH ONE
INCH COPPER WATER MANCHESTER AVE
SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR SHALL BE SAND, GRAVEL, CRUSHED SERVICE AND METER BOX FOR EACH RESIDENTIAL
LOT. STA. 11 +24.55 TO 13 +88.89 CTR. EXIST PAVEMENT " 976.93LF
CONSTRUCT 6 CURB PER SDRSD G -1
KNOWLEDGE. THERE ARE NO OTHA EXISTING FACILITIES AGGREGATE NATIVE FREE- DRAINING NO SCALE (GRADE CREAK)
CONSTRUCT 6" TYPE "G" CURB AND GUTTER PER SDRSD G -2 2037.54E
EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE GRANULAR MATERIAL HAVING A SAND 6. CONTRACTORS SHALL ACQUIRE A TRENCHING
PERMIT FROM R/W R/W „
80' CONSTRUCT 6 A BERM PER SDRSD G -5 (TYPE "A ") 216.63 L
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES EQUIVALENT OF 30 OR BETTER. THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH
CONSTRUCT tV2 'AC OVERLAY
TO PROTECT THE EXISTING FACILITY SHOWN HEREON AND ANY WORK. 46' CONSTRUCT 4" PCC SIDEWALK PER SDRSD G -7.
654 SF'
OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE (C) P.V.C. AND A.B.S. SOLID WALL PIPE 23' 23'
CONSTRUCT 36' WIDE CONCRETE DRIVEWAY PER SDRSD 4,875 SF
PLANS. BEDDING FROM BOTTOM OF PIPE TO (6) 7 INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF VARIES WIDTH VARIES
CONSTRUCTION (L G -14.
SIX INCHES MINIMUM ABOVE THE PIPE NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB 7. TO P'1 SAW CUT AND OVERLAY
AS CONSTRUCT TRENCH RESURFACING PER SDRSD G - 24. F710 437 LF
CONSTRUCT TYPE " A " PEDESTRIAN RAMP PER SDRSD G -27. 3 EA
6. LOCATION AND ELEVATION OF IMPROVEMENT'S TO BE MET BY SHALL BE 3/9 If CRUSHED ROCK. WHERE SIDEWALK WILL BE CONSTRUCTED.
CURB PP NECESSARY TO PRODUCE CTR. EXIST. PAVEMENT
WORK TO BE DONE SHALL BE CONFIRMED BY FIELD A.B.S. SOLID WALL PIPE MAY BE USED G 1. - A SMOOTH TRANSITION 5
(CROWN LINE) CONSTRUCT TYPE "B" CURB INLET (LENGTH SHOWN ON p & 2 EA
IN WATER MAIN.
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. ONLY WHERE PIPE INVERT GRADES ARE B. PROVIDE AIR RELEASE ASSEMBLIES
AT ALL HIGH POINTS TIC ELEV 'A ELEV PLANS) PER SDRSD D -2.
CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE 1% OR GREATER. SHOWN ON �t /2 , AC SHOWN ON CONSTRUCT
TYPE "C" CURB INLET (LENGTH SHOWN ON O 1 EA
OVERL
g, CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT 2°1• PROF EXIST. AC. PROFILE PLANS) PER SDRSD D -3.
WIDTH VARIES ILE
EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF SURFACE CONSTRUCT SINGLE TYPE n G n CATCH BASIN PER SDRSD
D -8 tO 3 EA
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN T FPOM
F TO 0' CONSTRUCT TYPE "A - 4" STORM DRAIN CLEANOUT PER
ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING LINE SEWERS, SEWER SERVICE LATERALS AND THE CITY OF ENCINITAS FOR
ANY EXCAVATION WIT' N ti" j -� 6 TYPE A AC DIKE Q 1 EA
FACILITIES. STRUCTURES SHALL BE TESTED IN THE PRESENCE OF SDRSD D -9
EXISTINC CITY RIGHTS -OF -WAY. 'PROPOSED MANHOLE �� CONSTRUCT STANDARD STREET SIGN PER SDRSD DS -13. T
THE ENGINEER. AIR PRESSURE TEST SHALL BE PER SDRSD S -17 � 2 EA SUPERELEVATION VARIES
__
E CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC USED UNLESS OTHERWISE DIRECTED BY THE
TO CONFORM TO EXISTING CONSTRUCT STOP SIGN PER CALTRANS STANDARD R -1.
SUPERELEVATION
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES ENGINEER. 10. THE DISTRICT REQUIRES THAT COMPACTION TE.^rTS BE PROPOSED
8" SAW CUT 8 OVERLAY
AND SHALL COORDINATE HIS WORK WITH COMPANY TAKEN WHERE WATER LINES ARE INSTALLED WITHIN SEWER LINE
A SMOOTH TRANSIPRODUCE A C MODIFIED CORRUGATED STEEL PIPE INLET PER o SEA
EXIS•TiNG COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS STRUCTURAL SECTION PER SDRSD D -16 WITH DEBRIS RACK.
REPRESENTATIVES. 9. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER � GENERAL NOTE N0.2 TYPICAL SECTION CONSTRUCT SIDEWALK
UNDERDRAIN PIPE PER SDRSD D - 27.
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS SDRSD NO. 17 PRE -CAST MANHOLE BASES ARE RIGHTS -OF -WAY, PRIVATE EASEMENTS,
AND THE RESULTS $ 34 EA
CONSTRUCT TYPE "B"
PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ACCEPTABLE FOR USE WITH 8 INCH COLLECTOR APPROVED BY THE CITY OF ENCINITAS,
BEFORE THE 4 "AC1 6 "AB CL.2(MIN.) MANCHESTER AVE STRAIGHT HEADWALL PER SDRSD D -32 - 3EA
CONSTRUCT RETAINING WALL TYPE 1 (C -2) 3220SF
STA 6 +15.03 TO 10+40.21
W TER LINES ARE ACCEPTED AND A COPY SENT TO THE CONSTRUCT "WING " / "U" TYPE HEADWALL PER SDRSD
D -34. 1 E
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES. SYSTEMS WITH INSPECTOR'S APPROVAL. POURED IN SAN DIEGUITO ' ^'ATEF•DISTRICT OFFICE.
CONSTRUCT PIPE COLLAR PER SDRSD D -62. TEA
PLACE MANHOLES SHALL BE FINISHED COMPLET?LY
TELEPHONE: 1 800 422 -4123 DIG AT THE TIME OF POUR. 33 „ Ir
( CONSTRUCT TYPE B DRAINAGE DITCH PER SDRSD D -75. ,� t175LF
ALERT) 11 PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL VARIES 16.5' 16.5' S' 3' CONSTRUCT
5. THE CONSTRUCTION OF 4 INCH SEWER LATERALS PER ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND 6" CURB PER G -1. 5 „ *
- INCH PVC STORM DRAIN PIPE. = =SD=-
9 THE CCNTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY SDRSD NO. S -13 AND S -14. LATERALS SHA'_'- NOT REVIEW CURRENT SAN DIEGUITO
WATER DISTRICT'S 6 TYPE'G'CUR & ! pf' SEE STORM DRAIN DATA TABLE FOR SIZE.
2S' S' GUTTER PER G -2. ,��` CONSTRUCT 30 INCH RCP STORM DRAIN PIPE.(t350 -D) - -SD =- 34LF
G
PRIOR T °FARTING WORK NEAR COMPANY FACILITIES AND SHALL DISCHARGE DIRECTLY INTO MANHOLE. SPECIFICATIONS. 221. 226. (BOTH SIDES) ti'
CONSTRUCT STREET SURVEY MONUMENT PER SDRSD M -to p t1EA
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER 1 2-1. 261• 2 °1 .
INSTALL FIRE HYDRANT MARKER PER SDRSD M -19.
SDRSD NO. S -10 TYPE A. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S v r "'
�� INSTALL STREET LIGHT PER SVRSD E -1.
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT INSPECTION DEPARTMENT 48 HOURS IN ADVANCT OF
CONSTRUCT 3' WIDE PCC RIBBON DRAIN PER DETAIL\ ^' 30EF
BEGINNING WORK TO ARRANGE FOR INSPECTION OF 3 "A.CJ4'AB.CL 2(MIN) QF
BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED I; SEE GENERAL NOTE
NO.2 PCC SIDEWALK 1NS`AI.L 12" X +21� Q2-Q2 vrmv
OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE WITH 42 INCH MINIMUM COVER. PROJECT.
COMPANY. TYPICAL SECTION GRATE.
8. THE FINAL LOCATION AND ELEVATION SEWER AND , MACKINNON RANCH ROAD 16' !NSTALT. 24" X 24"
' n?rBIii�iT \
13. FILL AREAS MUST BE COMPACTED TO 90$ PRIOR TO PIPE �� m �
STA. 0+61.77 TO STA.0 +95.07 GRATA�,,
TELEPHONE: 1 800 422 -4123 (DIG WATER LATERALS SHALL BE SHOWN ON ORIGINAL INSTALLATION. NO SCALE- PRIVATE
B 8 CIS ALL PEDESTRIAN PROTECTIVE RAILING PER SDRSD G -24
ALERT) PLANS, PRIOR TO ACCEPTANCE OF WORK. 6 "2 TYPE 'G'CURE' 6 "CURB PER INSTALL 8" PVC WATERLINE
INSTALL DOMESTIC 1 "WATER SERVICE PER SDWD P -2 ORP2A 51 EA
1a. APPROVAL OF THIS BY SDWD DOES NOT CONSTITUTE A 8 GUTTER PER G _ 1 (CL 150) 8,(CL200)
-W- 1314 L
G -. -�
PRIVA ROAD IMPROVEMENTS SHOWN HEREON ARE FOR
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION � INSTALL
FIRE HYDRANT ASSEMBLY PER SDWD P � SEA
INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES APPROVED BY THE DISTRICT ENGINEER IN WRITING OF, OR THE EXISTENCE OR NON- EXISTENCE
OF, ANY
NOT CONSTITUTE APPROVAL OR RESPONSIBILITY ON ANY KIND PRIOR TO ACCEPTANCE FOR PUBLIC USE. UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
OF THIS PROJECT. u '.:.;• INSTALL 1" MANUAL AIR RELEASE ASSEMBLY CL -150 PER 1 3EA
3A 4A CL.2(MIN ) SDWD P -10.
FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE SEEGENERAL NOTE NO.2 "
INSTALL 8 GATE VALVE
IMPROVEMENTS. 1 0. FILL AREAS MUST BE COMPACTED TO 90$ PRIOR T O Y P I C A L SECTION ,r ® 8EA
PIPE INSTALLATION. INSTALL 12 GATE VALVE 2 E
.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 15) ALL EXISTING FACILITIES WHICH MAY EFFECT �SIOtl
gv MACKINNON RANCH ROAD INSTALL 2" BLOW -OFF VALVE 1 2EA
FINAL DESIGN, I.E., LINE CROSSINGS, LINE SU��V Y WESTERLY LOOP (PRIVATE) INSTALL CONCRETE THRUST
BLOCKS PER SDWD P -11. 0
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S
PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS PARALLELING OR PROPOSED CONNECTION SHALL BE " X 8
TEE.
IF NEEDED. ALL EX
INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF FIELD VERIFIED. EXISTING OR PROPOSED 16' INSTALL 8" X
8
_ �z'
1 1a 4 �' L
BEGINNING OF WORK TO ARRANGE FOR INSPECTION c %15 \' 3"A.C14 "AB.CL.2(MIN.) INSTALL 15 STEEL $L"VFF
-- 3EA
GENERAL NOTE NO.2 „ Tonl SOLE
UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED � � I rrCC
OF PROJECT. WATER MAINS SHALL BE SHOWN ON IMPROVEMENT 2 INSTALL 12 x 8' FL TES, 2 -12" FL GATE
VALVES, 2 -12" AC
'!.ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE N 6 "AC BERM _ �„ ,,,,
EA
n PLANS. ELECTRICAL AND SEWER TO CROSS UNDER 1� �� 2 °1• ` _ - ^°- +' 1 - 8" FLxA4,� GATE VALVE
"UNDERGROUND INSTALLATIONS FOR LOCATION OF CABLES \ 1 g \ ---
AND APPURTENANCES CONTACT: 12. THE CONTRACTOR SHALL AND HEREBY DOES WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
, -rrTOro
GUARANTEE ALL WORK FOR A PERIORD OF ONE YEAR '
BY WATER DISTRICT.
AFTER THE DATE OF ACCEPTANCE OF THE WORK BY I -
TELEPHONE: 1- 800 - 422 -4133 � - ' - I ti �� TYPICAL SECTION Z -Z
THE OWNER AND SHALL REPAIR OR REPLACE ANY OR 16) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS s
<.\
�\ 1 \ W`AYONOSCALE INSTALL SEWER MAIN CLEANOUT PER SDRSD S -3. 0 2EA � W
ALL SUCH WORK TOGETHER WITH ANY OTHER WORK SOUTHERLY DRIVE
SHALL HAVE AN APPROVED BACKFLOW DEVICE • 45 EA
' WHICH MAY BE DISPLACED IN SO DOING SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE nn
INSTALL 4" PVC SEWER LATERAL PER SDRSD 5 -13.
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL ' THAT MAY INSTALLED TO THE DISTRICT'S SATISFACTION. V�
\
SOURCES SHALL BE LOCATED WITHIN THE DEDICATEC RIGHT -OF- PROVE DEFECTIVE IN WORKMANSHIP AND /OR BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY
II x INSTALL SEWER MANHOLE (4' X 3') PER SDRSD S -17. O 9
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF EA O N N
MATERIALS WITHIN THE ONE YEAR PERIOD FROM OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR 6 .� y
MODIFIED SEWER M.H. PER SDRSD S -17.
DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER \ INSTALL B "PVC SEWER
ENCINITAS. OUTSIDE WATER DISTRICT EASEMENT. REPAIR, a -5- 1366LF N h �
TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL MAINTENANCE AND ANNUAL TESTING OF BACKFLOW 1 �W�� INSTA-L
B` DUCTILE IRON PIPE (DIP) SEWER) -S- 446LF IIn:
ABUSE OR NEGLECT EXCEPTED. y W__
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'4.NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE DEVICE ARE RESPONSIBILITY OF OWNER.
RELOCATED OUTSIDE THE AREAS TO BE PAVED. 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE \ ti \
INSTALL 8 PVC STORM DRAIN 59 LF ���
17) MINIMUM HORIZONTAL SEPARATION OF 10 FEET O I 1 \ h� • INSTALL 12" PVC STORM
DRAIN �4G LF W
CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO 1, ` INSTALL
18" PVC STORM D IN 164 LF ,
4 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE THE RIGHT -OF -WAY. GAS AND ELECTRIC VAULTS. y �a
V) Cie
CITY AND ENGINEER PRIOR TO MAKING CHANGES IN THE Q �t WN
FIELD. 19. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR 18) UTILITIES TO MAINTAIN MINIMUM 5 FOOT �
� l � 96,
15,ALL SIGNS TO BE ALUMINIUM WITH 3 FOOT HIGH INTENSITY TO FINAL ACCEPTANCE OF THE WORK. SEPARATION WHEN PARALLELING WATER SERVICES.
" QUANTITIES NOTE j n m
I
29 THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES 0 S
TYPE REFLECTIVE FACE OR EQUIVALENT. \ ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES
USED BY �`
19) CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE
OF WORK TO BE
16 .CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S RELOCATE ANY EXISTING WATER FACILITY (FIRE I \\ 2
w PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON THESE PLANS.
OFFICE A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT HYDRANT, METERS, VALVES, VALVE BOXES, ETC.)
A MEETING.
LEAST 48 HOURS OF NOTICE FOR SUCH THAT ARE EFFECTED BY ITS PROJECT. \ L - )
DECLARATION OF RESPONSIBLE CHARGE \ IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 1
20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING l o b THESE PLANS.
".ALL EXISTING STREETS SHALL BE CORE TESTED TO DETERMINE THE EXISTING I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK THAT ANY ASBESTOS
WATER PIPES REMOVED FROM `
STRUCTURAL SECTION AND TO DETERMINE THE EXTENT
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