1992-3259 I (Plans) C7ENERAL NOTES SEWER RTES WATER NOTES 241 WORK TO BE DONE
12 NOTIFY THE DISTRICT p 12'
-
1. 4 PERMIT $HALL BE OBTAINED FROM THE CITY OF ENCINITAS AI.L Will TO BE DONE IN ACCORDANCE WITH THE STANDARD 1. WATER MAINS, LATERALS
AND APPURTENANCES SHALL BR 6 "TYPE G CURB AND GUTTER PER G - 2. INNDDE_X IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BR DONE
6EPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, 1982 t4CONSTRUCTED ACCORDING
TO THE STANDARD DFSCRIPTT(1N TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC
NS
STREET RIGHT -OF -WAY. tDITION, THE 1982 SAN DIEGO STANDARD SPECIAL PROVISIONS SPECIFICATIO OF THE SAN DIEGUITO WATER DISTRICT.
8 1 TITLE SHEET WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR
TO THE STANDARD SPECIFICATION FOR PUBLIC WORKS THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL .4 '.A 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 MACKI NNON RANCH RD. 3 "ACI 4 "AB 2 (M4N.) 2 MANCHESTER srt DRAWINGS.
• ,
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL ACCEPTANCE.
- �r *TYPICAL SECTION SEE GENERAL NOTE 2 3 PRIVATE STREET
4 Ill PVC SEWER
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO
PROVISION STA 3+1 1.51 TO 4 +39.07 AND TRIVATE STREET I AND SDASp VWG MO
CONSTRUCTION. OTT
2. E$$ �$E >f'OTED, ALL SONS TO NO SCA 65 -% TO 6+03.91 3 E113l
'
1. TRENCH WIDTH SHALL BE PER SDRSD NO. 8 -4 EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, PED ESTRIAN PROTECTIVE
1 APPROVAL O F THESE IMPROVEMENT P L M M AS SHOWN DOES NOT UNLESS OTHERWISE NOTED. UNDER THE SUPERVI S ION OF SAN DIEGUI TO
WATER R A I L I N PER M-24 RT
IKUNDA
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY W IDTH VARIES
PROPERTY LINE
PROJECT BOUNDARY. 2. PIPE AND BEDDING CONDITIONS: THE DEVELOPER. 3' EASEMENT LINE ---
TOP OF MWK ONST. a EXISTING CONTOUR .......
4. ALL UNDERGROUND TTILITIES wimp THE STREET (A) ALL PIPE SHALL WAVE A 4" T�II
MINIMUM OF 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE I TH vARt 1 PROPOSED FINISHED CONR
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 31DEWAL VARIES 5 - EXIST.AC. EXISTING AC
PRIOR TO CONSTRUCTION OF BERM CURB, CROSS GUTTER AND PIPE. INCHES BELOW CENTERLINE FINISH GRADE OF STREET ER G - 11/2'AC.OVER
' SURFACE - EXIST. AC. BERM EXISTING POWER POLE
PAVING. EXISTING TELCO BOX o
(B) V.C.P. AND A.B.S. TRUSS PIPE 4. ALL SERVICES TO BE CONSTRUCTED C LEAR 0! - DRIVEWAYS 4 "AC / 6 "AB CL. 2 (Mt
N EXISTING SDG&E BOX
EXISTENCE AND LOC?IZrT011 BEDDING FROM BOTTOM OF SECTION
5, THE OF t7CISTING UNDERGROUND PIPE TO (6) TYPICAL
SEE GENERAL NOTE 2 CONSTRUCT 3" AC PAVIlIG OVER 6" AB 011 NATIVE aJtSF.D Ai "R" TALt1E. C � 44,'500
SF 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 BACH RESIDENTIAL
LOT. STA. 11+24.55 TO 13t AGGREGATE NATIVE FREE - DRAINING NO SCALE 88.89 CTR. EXIST. PAVEMENT ppNg�LT 6" CURLS PER SDRSD
G - 1 ��RT6!'3L
KNOWLEDGE. THERE ARE NO OTHER EXISTING FACILITIES (GRADE [,REAK)
Gtl"IZEft D � - •---
EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE GRANULAR MATERIAL HAVING A SAND 6. CONTRACTORS SHALL ACQUIRE A TRENCHING
PERMIT FROM R/W b0, R/w CONSTRUCT 6" TYPE "G" CURB AND !'IOC SDRS Cr2 2037.54L
CONSTRUCT 6" All BERM PER SDRSD G-5 (TYPE "A") -�-- 216.63 L
CONTRACTOR I� REQUIRED TO TAKE PRECAUTIONARY MEASURES EQUIVALENT OF 30 OR BETTER. THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH
CONSTRUCT 1112'AC OVERLAY
TO PROTECT THE EXISTING FACILITY SHOWN HEREON AND ANY WORK. 46 CONSTRUCT 4" PCC SIDEWALK PER SDRSD
G -7. '454
- OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE (C) P.V.C. AND A.B.B. SOLID WALL PIPE 23' 23'
CONSTRUCT 36' WIDE CONCRETE DRIVEWAY PER SDRSD 4873 SF
PLANS. BEDDING FROM BOTTOM OF PIPE TO (6) 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF VARIES WIDTH VARIES CONSTRUCTION
0. G - 14.
SIX INCHES MINIMUM ABOVE THE NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF "CURB 7.5T010'f SAwCUT AND OVERLAY AS
CONSTRUCT TRENCH RESORFACIN PER SDRSD G 437 LF
6 MP
. LOCATION AND ELEVATION OF IROVEMENTS TO BE MET BY SHALL BE 3/4 " CRUSHED ROCK. WHERE SIDEWALK WILL BE CONSTRUCTED.
'CUR NECESSARY TO PRODUCE CTR.EXIST• PAVEMENT _ CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER SDRSD G-27. �� � 3 EA
A.B.S. SOLID WALL PIPE MAY BE USED PER G=7
WORK TO BE DONE SHALL BE CONFIRMED BY FIELD 510 G-7 G-1. TC ELEV TB ELEV A SMOOTH TRANSITION
(CROWN LINE) CONSTRUCT TYPE "B" CURB INLET (LENGTH SHOWN 011
Er 8.
IF
ONLY WHERE PIPE INVERT GRADES ARE 11 OR GREATER. 5' 5' PLANS) PER SDRSD D - 2
EA
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. .. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POI �� PRO-
1 SHOWN i 1X2 � AC SHOWN ON CONSTRUCT TYPE "C" CURB INL ET (LENG'T'H SHOWN ON ■ EA
EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF
CONTRACTOR WILL HAKE EXPLORATORY EXCAVATIONS AND LOCATE IN WATER MAIN. FILE OVERL PROFILE 1 PER SDRSD._ D -�
PLANS ► ..# -' ° a- •- .,�� -- -,,.-
EXIST. AC. WIDTH VARIES - " " �-- �----
SURFACE Co_ISTRt�CT i SINGLR TYPE _ G _ CATCH BASTN PER SDRSD 0-8 ® J EA
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN
_ 9. CONTRACTOR SHALL OBTAIN ENCROlICHMENT PERMIT FPOM �_ � A � A TO O' NSfiRi�CT TYPE "A _
4" S'T`ORM DRAIN �I,EANOUT PER •
ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING LINE SEWERS, SEWER SERVICE, LATERALS AND THE CITY OF ENCINITAS FOR
ANY EXCAVATION WIT'iN ti' _ _ -- �- 63 TYPE C DIKE
FACILITIES. STRUCTURES SHALL BE TESTED IN - THE PRESENCE OF EXISTING CITY RIGHTS - OF - WAY. PROPOSED MANHOLE - SDRSD
D -
THE ENGINEER. AIR PRESSURE TEST SHALL BE - t
_ ! EA
PER SDRSD S - 17 �SUPERELEVATION VARIES � a � CONST STAHDIIRD STREET SIGN PER SDRSp D8 -13 •
7. THE CONTRACTOR SHALL NOTIFY THE Will DI GAS i ELEL USED UNLESS OTHERWISE DIRECTED BY THE 10. THE DISTRICT REQUIRES THAT
COMPACTION TESTS BE � � � PROPOSED D" TO CONFORM TO EXISTING SAWCUT . At OVERLAY CONSTRUCT STOP SIGN PER CALTRANS STANDARD R -1.
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES ENGINEER.
TAKEN WHERE WATER LINES ARE INSTALL LINE SUPERELEVATION AS NECESSARY TO PRODUCE A CONSTRUCT MODIFIED
CORRUGATED STEEL PIPE INLET PER O 3 EA
D WITHIN A SMOOTH TRANSITION SDRSD D -16 WITH DEBRIS RACK.
EXI9TNG COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS STRUCTURAL SECTION PER
REPRESENTATIVES. 4 . THE CONSTRUCTION p . C. C� SEWER MANHOLE PER i GENERAL NOTE N0.2 TYPICAL SECTION CONSTRUCT
SIDEWALK UNDERDRAIN PIPE PER SDRSD D -
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS SDRSD NO. 17, PRE -CAST MANHOLE BASES ARE RIGHTS -OF -WAY, PRIVATE BASEMENTS,
AND THE RESULTS _ - CONSTRUCT TYPE "B" STRAIGHT HEADWALL 31EA
PROJECT ARE "UNDERGROUND INSTALLATIONS FOR LOCATION OF APPROVED BY THE CITY OF ENCINITAS BEFORE THE 4 6 AB CL.2(Mill MANCHESTER
AVE
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES. SYSTEMS WITH INSPECTOR'S APPROVAL. POURED IN CONSTRUCT " WING" /
"II" TYP HEADWALL PER SDRSD D-34. :.+
" ACCEPTABLE FOR USE WITH a INCH COLLECTOR W TER LINES ARE ACCEPTED AND A COPY �� LL
PER SDRSD D -32 SENT TO THE STA 6 +15.03 TO 10+40.21 CONSTRUCT RETAINING WALL TYPE 1 (C - 2) 32205E
E
SAN DIEGUITO WATER •DISTRICT OFFICE. LEA
3 CONSTRUCT PIPE COLLAR PER SDRSD D -62. 1EA
PLACE MANHOLES SHALL BE FINISHED COMPLET''s'LY _ ,
TELEPHONE: 1 100 422 -4123 (DIG AT THE TIME OF POUR. CONSTRUCT TYPE "B" DRAINAGE DITCH PER SDRSD
D -75.
ALERT) ft. • PRIOR TO AWARDING W ATER LINE "CONTRACT, ER OWN SHALL RTES 165' 16.5' 5 3' CONSTRUCT
* INCH PVC STORM DRAIN PIPE. �_� T175 LF
S THE CONSTRUCTION OF 4 INCA SEWER LATERALS PER ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND 6" CURB PER G-1. S' 6"
T£'G YP CURB L p t' * - SEE STORM DRAIN DATA TABLE FOR SIZE.
S -THE CC1`;'RACTOR SHALL NO�TT TIM PACIFIC TELEPHONE COPnYM SDRSD NO. S -13 AND 5 -14. LATERALS SHA'_ NOT REVIEW CURRENT SAN DIEGUITO
WATER DISTRICT'S S' GUTTER PER G -2. .��' CONSTRUCT 30 INCH RCP STORM DRAIN PIPE.(1350 -0) - =SD -- 34LF'
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DISCHARGE DIRECTLY INTO MANHOLE. SPECIFICATIONS. Ir / (80TH SIDES) 'i,
CONSTRUCT STREET SURVEY MONUMENT PER SDRSD M -10 Q t1EA
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. i. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS -M - INSTALL FIRE HYDRANT
MARKER PER SDRSD M -19.
`'$
• SDRSD 110. S -10, TYPE A. 12. THE CONTRACTOR SHALL � _ � �� "� \ •� '� INSTALL
STREET LIGHT PER SDRSD E -1. SEA
NOTI ALL TELEPHONE SERVI `ADVANCM OF ' CON'
`. CE: CES NITHIN�'filS P'TCOJECT INSPECTION DEPARTMENT 48 HOURS IN 3rACl4 :AB.CL 2(#iN) CONSTRUCT
3 WIDE PCC RIBBON DRAIN PER __DE'IrAZL. � GO
BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED BEGINNING WORK TO ARRANGE FOR
INSPECTION OF SEE GENERAL NOTE NO.2
O
ipi 64C
F CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE KITH 42 INCH MINIMUM COVER. PROJECT TYPICAL SECT PCC SIDEWALK
GRATE.
• COMPANY. �OFESSj_ MACKINNON RANCH ROAD 1b' 3 ENSq six Ill 49A.
e. THE FINAL LOCATION AND ELEVATION SEWER AND f3. FILL AREAS MUST BE COMPACTED TO 90f)i, PRIOR TO PIPE" �QQ �.(� STA.
0 +61.77 TO STA 0+95.07 a, 8' INS TALL 4 "PVC WATIFRUN1= (CL
11'f L.F.
TELEPHONE: 1 $00 422 -4123 (DIG' WATER LATERALS SHALL BE SHOWN ON ORIGINAL INSTALLATION. �� r�,AN � �` NO SCALE
PRIVATE INSTALL PEDESTRIAN PROTECTIVE RAILINGPER SDRSD G -24
UR _ "
ALERT) PLANS, PRIOR TO ACCEPTANCE OF WORK. 14 APPROVAL OF ?HIS BY ICDWiD D O E S NOT CONSTITUTE A , s , &
GUTTER 6e TYPE'G'C PER B G ' _ B PER INSTALL 8 PVC WATERLINE (CL 150) i(CL 200) -w t)4'74
9-PRIVATE ROAD SHOWN HEREON ARE POR 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE REPRESENTATION AS TO THE ACCURACY 'OF,
THE LOCATION W o 0. C3M? m ! � G � I STALL DOMESTIC�wATER sERyICE PIrR SDwDV*d P2A - -C+<y •44EA
9K ,�_ NSTALL FIRE H RANT ASSEMBLY PER. SD P 1.(R E�1 - +ICA
INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES APPROVED BY THE DISTRICT ENGINEER IN WRITING OF, OR THE- EXISTENCE OR NON - EXISTENCE
OF, ANY Ev.!•30.99 w ,
t_ 1!!U • 3 EA
` NOT CONSTITUTE APPROVAL OR RESPONSIBILITY ON ANY KIND PRIOR TO ACCEPTANCE FOR PUBLIC USE. UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN
THE r M -' 1l�EL SE SBEMBLY CL - 50 PER """=2
EA
3 "AC /4 "AB Ct.2(MIN.) SDWD P - 10.
FO HE LIMITS OF THIS PROJECT SIGN OR CONSTRUCTION OF THESE PRIVATE �fE , �Q�
TYPICAL SECTI R • 2 INSTALL 8" GATE VALVL -SEA
_ 1C. FILL AREAS MUST BB COMP ACTED TO 90% PR I OR TO QF c� \E Nom, f INSTALL 12 " GATE VALVE
2 EA
1Q'IT SHALL BE THE RESPOASIBILITY OF THE DEVELOPE '!'0 ING FACILITIES CH MAY EFFECT ON KIN
_
PIPE INSTALLATION. 15) ALL EXISTING WHI "CT � MACNON RANCH ROAD INSTALL 2" VALVE JL
WESTERLY LOOP (PRIVATE) DZAW ':SEA
R �
CONTACT THE UTILITY AGENCIES ADVISE THEM OF THE FINAL DESIGN, I.E., LINE CROSSINGS, LINE piV
• II. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSTALL CONCRETE THRUST ACS PER S'Di1D P -II
-
PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS PARALLELING, OR PROPOSED CONNECTION SHALL BE "
INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF t6' INSTALL 8 X 8" X 8" TEE.
IF NEEDED. FIELD VERIFIED. ALL EXISTING OR PROPOSED - - � 4 n M A.B.-' .L 3EA
BEGINNING OF WORK TO ARRANGE FOR INSPECTION m �� , 3 AC1'4 CL2 MIN STALL "1 w STEEL E
UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED ` �'� SEE GENERAL NOTE
C12(MIN) '� 12 "X 8' F - L TEE 2 •��� GATE 3DL1F
- x
OF PROJECT. iiIATER • MAINS SHALL • BE SHOWN ON IMPROVEMENT �1 INSTALL t- 8" FL x ATE VALVE
11.ALL TELEVISIONS BERVICER WITHIN THI PROJECT ARE -
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES PLANS. ELECTRICAL AND SEWER TO CROSS UNDER �0 6 "AC BERM 'e
� LEA
RECORD FROM: N.CO.VERfIC'.AL CONTROL PT.003 VERTICAL AND APPURTENANCES CONTACT:
12 • 'rte CONTRACTOR SHALL AND REREEY DOES WATER MAINS UNLESS GIVEN WRITTEN P,BRMI S S I ON''R - t�NSTRUGT
TYPE "A" OM INLET PETS SDRSD D -1 F
GUARANTEE ALL WORK FOR A PERIORD OF ONE YEAR BY WATER DISTRICT. - --� \ INSTALL 4 " PVC WATERLINE CCL -450
AFTER THE DATE OF ACCEPTANCE OF THE WORK BY t� �� TYPICAL SECTION I -Z
I6) WATER CONI4ECTIOPS TO COMMERCIAL DEVELOPMENTS - _
TELEPHONE: 1 - 800 - 422 - 4133 THE OWNER AND SHALL REPAIR OR REPLACE ANY OR -
�� s , ` . 1 \� SOUTHERLY DRIVE VY�1Y • O N SCALE LL SEWER MAIN CLEANOUT PER SDRSD S-3. o
11POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL HE
INSTALL
" AS -BUILT " IMPROVEMENT DRAWINGS. ALL
ALL SUCH WORK TOGETHER WITH ANY OTHER WORK SHALL HAVE AN APPROVED BACKFLOW DEVICE' v �
V
�\ � � �
SHOWN ON THE S �
WHICH MAY BE DISPLACED IN SO DOING, THAT MU INSTALLED • TO THE DISTRICT'S SATISFACTION. It \
1 PROVE DEFECTIVE IN WORKMANSHIP A ND /OR It e EA
� ��
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY INSTALL SEWER
MANHOLE INSTALL 4" PVC SEWER LATERAL PER SDRSD S -13. (4' X 3') PER SDRSD 5 - 17. Q 9 EA N MN
WAY OR WITHIN BASEMENTS DEDICATED TO THE CITY OF MATERIALS WITHIN THE ONE YEAR PERIOD FROM OUTSIDE CITY OR
COUNTY RIGHT -OF -WAY OR \ MODIFIED SEWER M.H. PER SDRSD S -17.
DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER, OUTSIDE WATER DISTRICT EASEMENT. REPAIR 1 5 INSTALL 811
PVC SEWER ••--•- •- L - -1366 LF Q dI N
ENCINITAS. 4Q INSTALL 8" DUCTILE IRON PIPE (DIP) SEWER) 446 LE 200
TO THE OWNER, ORDINARY WEAR AND PEAR, UNUSUAL MAINTENANCE AND ANNUAL TESTING OF BACKFLOW \
"USE OR NEGLECT EXCEPTED. DEVICE ARE RESPONSIBILITY OF OWNER. , \ �` ._W� 09 wt Q
t1111110 O PAVING SHALL IM DONE UNTIL !XI STING POWER POLES LIRE ' Y <
RELOCATED OUTSIDE THE AREAS TO BE PAVED. I3. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE 17) MINIMUM HORIZONTAL SEPARATION OF
10 - FEEfi 4 I \ a1 T LF W '+ 1
CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN REQUIRED BETWEEN 1F'IRE HYDRANTS AND SAN DIEGO '�� B INSTALL
12" PVC STORM DRAIN 74CP LF �[ ZO' �
�•THB CONTRACTOR
-- SHALL NOTIFY AND OBTAIN APPROVAL OF THE REQUIRED RIGHT -OF -WAY. GAS AND ELECTRIC •'HULLS. 1 A `
INSTALL 18" PVC STORM DRAIN +LF Q iW r
B( 1
CITY AND ENGINEER PRIOR TO MAKING CHANGES IN THE
FIELD. 24. *AS- BUILT"' DRAWINGS MUST IM SUBMI PRIOR 18) UTILITIES TO MAINTAIN MINIMUM 5 FOOT \
TNOT3 211
TO FINAL ACCEPTANCE OF THE WORK. SEPARATION TIH(EN PARALLELING WATER SERVICES. T
MALL SIGNS TO HE ALUMINIUM WITH 3 FOOT HIGH INTENSITY THE QUANTITIES ABOVE ;1= ESTTPMTED FOR BONDING
AND PERMIT PURPOSES � Q
TYPE REFLECTIVE FACE OR EQUIVALENT TV L • - -&t N 2S ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR
QUANTITIES USED BY = '- N 3
19) CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO '10 VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE
OF WORK TO BE 4
1 6•CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S RELOCATE ANY EXISTING WATER FACILITY (FIRE ' ti (
PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON THESE PLANS.
OFFICE A PRECONSTRUCTION MEETINQ AND SHALL PROVIDE AT' HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) 1
LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. CLARATiON OF RESPONSIBLE CHARGE THAT ARE EFFECTED BY ITS PROJECT. -�. `. �. y
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
_ ..._ � '
20) CONTRACTOR TO SUPPLY DOCUMENTATION SFOWING .... _ Ze TFIESE PLANS.
7. ALL Ell STRI?�`TS SHALL )6S
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