7308 WORK TO BE DONE TYPICAL SECTIONS
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS
TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE �? 42.5 GENERAL UTILITY &
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SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD ACCESS EASEMENT .
DRAWINGS (LATEST EDITION).
55' GRADED WIDTH 3' PUBLIC UTILITY
EASEMENT (TYP.)
LEGEND 2.0' BOTH SIDES
20' 20' 5' S' 18' 18' 4.5'
DESCRIPTION M. DWG. SYMBOL
2:1 MAX -2—% _27. ,. 2:1 MAX 2:1 MAX �2%_ 2% 2:1 MAX
PRIVATE SURFACE IMPROVEMENTS
OR RETAINING WALL :,...._ -..... ;..._ -..`
5 WIDE SIDEWALK TYPE "G"
SUBDIVISION BOUNDARY + 4' WIDE SIDEWALK
RIGHT OF WAY LOT LINE IDES 3" AC
"q T B " GUTTER C 6 CURB & GUTTER ONE SIDE ONLY
3" AC /6 - "AB`
EASEMENT LINE _ T I_ 4. 5 TI =4.5
A.C. PAVING �` PRIVATE STREET PARKIN
MA t3a66 ONSITE PRIVATE S STREET
6" CURB, TYPE G G -2 ________- __ _ _ __- L °7 9 LoY 7 VE13T BLUFF DRIVE STATION 10 +00
— 20 +00
AP 1 242 STA. 50 - ro 3{ + WEST BLUFF DRIVE,
6" MEDIAN CURB & GUTTER 42 41 OPEN SPACE HIDDEN RIDGE COURT
SAND4 L
PEDESTRIAN RAMP TYPE "A" & "D" G -27, G -31 by 22 i e 89 NOT TO SCALE
WEST _ L U SiANOA.LWOOD
CROSS GUTTER G -12 ! m 43 8 5 N p� WES NOT O SCACOURT
LE
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m O 2a ,
_
AA 20 I 4 `' ' O h' 49' GENERAL UTILITY & F{' h'_ 20' GENERAL UTILITY & t
CONCRETE DRIVEWAY G - 14A, G14B \ 8 25 \ g � {87 v 0 ACCESS C ASEMENT WILY ACCESS EASEMENT
45 S Y
\ 3 1 tq j
I Q 26 1 10 I 3 `, 5`
CONCRETE SIDEWALK G -7, G -9, G -10 3� �B } m 4.5' 18' 20' 18' 20' 4.5' '1 ,� 16
STREET LIGHT 22,000 LUM (PRVT) E -1, E -2, M -21 �- __ _ _ _ _ _ _ _ 27 >> 2 I W i ' 9+
29
STREET NAME SIGN, STOP SIGN SDM -102 $ �w r- —�
46 I 36 Q,
�� a' �-� 2:1 MAX 2% 2% 2 :1 MAX —�
STREET CENTERLINE MONUMENT - �_
M - I 47 3g 2a \ ,6 1 oQ 4 - AC /4 - AB A. C. BERM
TRENCH RESURFACING, TYPE A G -24 I e \ ' 4 w4 "
4' WIDE SIDEWALK
F 3A 2 \ \ �5 v i CURB & GUTTER 3" AC /6 - AB NO PARKING FIRE LANE SIGN SDM -102
o \\ II 1 = NO PARKING, FIRE LANE BOTH SIDES
86
SroP s1�1✓ T ' z 49 �\� 33 ONSITE PRIVi�TE 5 STREET EMERGENCY ACCESS EASEMENT
PUBUC/PRIVATE DRAINAGE IMPROVEMENTS ow \\� 32 3' 4 a ►1 WEST BLUFF DRIVE, STATION 20 +00 1 30 +12f
NOT TO SCALE
o� �\�\ 7 8 1` L� NO SIDEWALK, LEFT SIDE STA. 26 +75 30+
ti NOT TO SCALE
PRIVATE PVC DRAIN & INLET ---- _ - = - -� � ¢ ,,- h1 � \\ , ��i � 1
71 8a
--���
EXISTING STORM DRAIN so o
STORM DRAIN - _ _ _ _ - - - _ _ _ _ = = I I `'"' h I 70 74 ga o . DENOTES ELEVATIONS SHOWN ON
PROFILES HEREIN
PIPE COLLAR D -62 --- - `�- \ '� \ 1 54
-- = h� 61 9 ss 82 NOTE: PAVEMENT STRUCTURAL SECTIONS SHOWN ARE THE MINIMUM REQUIRED BY
WING HEADWALL TYPE "B" D -34* _ -_ -_- PACE ` s? 75 THE CITY OF ENCINITAS, ACTUAL PAVEMENT SECTIONS
WILL BE DETERMINED
CURB INLET TYPE "B -1" D -2 - � ��— ! ,`� 5 56 h 68 76 81 BY SOILS ENGINEER AFTER R -VALUE
TESTS ARE PREFORMED
CLEANOUT TYPE "A-4", A -5 D -9 - - - - - _ ------ - - - - --
SLOPE ANCHORS S -10, TYPE A = _____- - OpiN SPACE` ____________ 6► 77
90 %
CURB OUTLET TYPE "A" D -25 I� < - - ss ss 7 8 1
I+I
CONCRETE LUG D -63 - - - - --
III
* AS MODIFIED HEREIN 269 - 130 -2 2$9- 180 -71 T
0
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PUBLIC SEWER �T
PROPOSED SEWER MAIN S -4 S - O WNER YY 1V ER CERTIFICATION
PROPOSED SEWER MANHOLE S -2 —S - SHEET INDEX KEY MAP
I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN
_ EXISTING SEWER SCALE: 1"=200' EXISTING CITY RIGHT OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION
PERMIT,
SEWER LATERAL S -13 S 1 TITLE SHEET AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL
COMPLETED
2 NOTES AND DETAILS BOUNDARY - -- ---- WATER - -- IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED
WITH THE PROJECT OR
UNDER MY CONTROL.
3 -10 STREETS AND UTILITIES LOT LINE ST NAMES SEA VIEW C". U
OLIVENHAIN MUNICIPAL WATER DISTRICT 9 & 10 PRIVATE STORM DRAIN ROW EASEMENTS -- - - - - -- OWNER: SHEA HOMES
z
11 ACCESS ROAD & UTILITIES CURB SHEET NO 10 ADDRESS: 10721 TREENA STREET, SAN. DIEGO, CA, 92131
THE CONSTRUCTION OF PVC WATER MAINS (SIZE & CLASS AS NOTED) — — — — — — — 12 WATER LINE TO ZONA GALE SEWER -- STORM DRAIN A
PN: 257 - 030 -19, 45 AND 46 O
THE CONSTRUCTION OF GATE VALVE ASSEMBLY — — — ®- — — — 12 OFFSITE STORM DRAIN FIRE HYDRANT W NO PKNG SIGN m
THE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY WITH MARKER — — — — — C LLJ
THE CONSTRUCTION OF 1" & 2" MANUAL AIR RELEASE VALVE — — — — — — SIGNED.
MJxMJxFLG TEE W /FLG GATE VALVE
THE CONSTRUCTION OF 2" BLOW -OFF ASSEMBLY — — — — — -- COS A� Q 0
THE CONSTRUCTION OF 1" WATER SERVICE CONNECTION LA
�a (n O
THE CONSTRUCTION OF ALL P/0 CROSS — — — — — — s DECLARATION OF RESPONSIBLE CHARGE N
c�
THE CONSTRUCTION OF REDUCER L1
THE CONSTRUCTION OF CAP ASSEMBLY — — — -" — — �' o o ° I HEREBY DECLARE THAT I AM THE ENGINEER
OF WORK FOR THIS PROJECT THAT I HAVE EXERCISED 0 I—
Q RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
THE CONSTRUCTION OF WATER SAMPLE POINT —
,,
`n "' BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
LEUCADIA LEUCADIA BL OUVENHAIN RD.
SAN DIEGUITO WATER DISTRICT Encinitas Ranch ` I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS BY THE CITY OF ENCINITAS d
1
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. _
�; G pRp� vl RD. I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS, AS SHOWN ON THIS PLAN SATISFIES THE
EXISTING S.D.W.D. WATER LINE — — — -- —`N PACIFIC OCEAN s REQUIREMENTS AS STATED IN THE FINAL NOTICE
OF APPROVAL FOR CASE NO. 96 -028 AND THE Cn
PROPOSED 16 S.D.W.D. WATER LINE — — -W — — — — z
�, ; MTN. VISTA DR. STANDARDS FOR PRIVATE STREETS.
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LLJ Lli
2" MANUAL AIR RELEASE P -10 NITAS QRpFESSl�h9 y v
I BLOW -OFF ASSEMBLY P_4 _ — — — — — LEGEND OF ABBREVIATIONS 1 BLVD. I �� ,� "9 �, ' Q
L1J
'_�, � AND �. �
I ENCINITAS '�;;;
16" GATE VALVE ASSY PCR POINT OF CURB RETURN ;,; NTS
— — ®-- — — — — TC TOP OF CURB "� Z
SIGNED: N0. 48670 z z LLJ
GB GRADE BREAK SITE a
BVC BEGIN VERTICAL CURVE EXP. 6/30/00.
C END VERTICAL CURVE R.C.E. N0. 48670 EXP. DATE: 6 -30 -a0 9TF c1 \4
/� BV
VPI POINT OF INTERSECTION o� cA�IF = EG
16
AQPUI BC Bc B ND I CUR R E E VICINITY MAP
AS k3U1LT cNGINECR
HP HIGH POINT �p
NO, C48670 c3" �' CaII:T011 FREE LP LOW POINT
. os -3o-oa �Y FL FLOW LINE ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT OLIVENHAIN MUNICIP
AL WATER DISTRICT z
- 1 -800
L. MARTIN R.C.E 48674 EXPDATE;/34�G4- 422 -4133 RT RIGHT 11
STREET W � �, a Z WATER SYSTEM APPROVAL POTABLE WATER SYSTEM APPROVAL
..r, e�S �� LT LEFT °� �,,�pp APPROVED BY: BOYLE ENGINEERING CORPORATION r—
TWO WORKING DAYS BEFORE YOU DIG TW TOP OF WALL * DISTRICT'S CONSULTING ENGINEER �
"CAUTION ": Remember that the USA Center BW BOTTOM OF WALL �' efyi ��� W
notifies only those utilities belonging to FL FLOW LINE
the center. There could be other utilities N.T.S. NOT TO SCALE OF C�l,�o SD - 001 = 436 - 3 L
L_J LLJ
' present of the work site. The center will CTB CEMENT TREATED BASE
9-� s - q7 ,�.� g��gl�� rS.9� z 1121�
inform you of whom they will notify. MVC MODIFIED VERTICAL CURVE SIGNATURE DATE SI NATURE DATE
C.E. 88 DATE JOB N0.
SIGNATURE EXPIRES THREE YEARS FROM DATE SIGNATURE EXPIRES TWO YEARS FROM DATE 0 C
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING N0. W Q
.4 00 &We v e;ats --;*r. 5 - /- PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED A OV PUBLIC AND PRIVATE IMPROVEMENT
PLANS FOR:
Z .9 DESCRIPTION: TOP Of BRASS DISK IN WELL MONUMENT " // /I ^, `w r � 5 0 3 9 - I
Si
. „ , ,, LOCATION: STA. 64 +24: EL CAMINO REAL HORIZONTAL 1 = 40 DATE BY: BY:
o
6 -t- G E S
RELOCATI.- SHr. 9 RECORDED FROM: S.D. COUNTY VERTICAL CONTROL PAGE 105 C a. , S�'1 94 7 _ R.C.E. N0. 48670 �G � 116-1711.
L`'�
ELEVATION: 120.20 VERTICAL N/A DATE. 7 DATE: � o
3 REV. Sf1�€CtDESSHI�'4,s,11 6/30/00
' REV .SINI';�Sf/Ttl•tSWl�TA�LESHlf3 DATUM: MSL DATE ENGINEER EXP. TM N0. 96 -028 SHEET
1 0 1 � m
GENERAL NOTES SEWER NOTES ENGINEER'S GENERAL NOTES SAN DIEGUITO WATER NOTES OLI_VENHAIN WATER N
OTES
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1. NEITHER
THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED 1. WATER WORKS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE
DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION SAFETY MEASURES OR REGULATIONS.
THE .CONTRACTOR SHALL DESIGN, ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN MUNICIPAL
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, WATER DISTRICT.
THE CONTRACTOR SHALL AND HEREBY DOES WATER DISTRICT STANDARD SPECIFICATIONS FOR:THE CONSTRUCTION OF
2. THE STRUCTURAL SECTION -SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY AND .SHALL
BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, GUARANTEE ALL .WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE WATER MAIf"J'S AND FACILITIES, DATED
MARCH 1997, WITH REVISIONS.
PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO STATE AND FEDERAL SAFETY
AND HEALTH STANDARDS, LAWS AND REGULATIONS. OF ACCEPTANCE. CONTRACTOR SHALL HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS
TO CONSTRUCTION. REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING ON THE JOB SITE AT ALL TIMES.
SPECIAL PROVISIONS: 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS
TO EXISTING MAINS WILL
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.
BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS,
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHER INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY. THIS REQUIREMENT DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS
ARE TO BE
WISE NOTED. SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING BY THE DEVELOPER. CONTRACTOR SHALL COORDINATE
WITH DISTRICT ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE HOUf S. THE CONTRACTOR SHALL DEFEND; INDEMNIFY AND HOLD THE
ALL ARRANGEMENTS FOR HIGH LINING, TEMPORARY SERVICES, DISTRICT'S INSPECTOR.
CONSTRUCTED, CONNECTED AND TESTED PRIOR, TO CONSTRUCTION OF BERM, 2. PIPE AND BEDDING CONDITIONS: ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, ETC., PRIOR TO SHUTDOWN.
CURB, CROSS GUTTER AND PAVING. IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS 3. NO WORK MAY BEGIN
OR PROCEED WITHOUT DIRECTION OF THE
(A) ALL PIPES SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE 3. INHERE
ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ROCK BENEATH THE PIPE. OF THE ENGINEER.
PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH ADVANCE OF WORK.
ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM .BOTTOM OF 3. THE CONTRACTOR
IS RESPONSIBLE TO INSURE THAT ALL SLOPES STREETS GRADE OF STREET.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, UTILMES, AND
STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN
4. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE
EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED PROFILE, TOP OF PIPE PROFILE IS 48-
INCHES BELOW CENTERLINE
GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, CALIFORNIA
DIVISION OF SAFETY FOR ALL TRENCH WORK.
TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITIES MATERIAL HAVING A SAND EQUIVALENT OF 30 OR .BETTER. THE CONTRACTOR SHALL REQUEST
AN INTERPRETATION BEFORE DOING ANY OF FINISHED GRADE OF STREET.
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON WORK BY CALLING THE ENGINEER OF WORK AT 558 -4500. THE CONTRACTOR
THESE PLANS. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT
AND 5. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE
OF PIPE TO 12 INCHES - MINIMUM ABOVE THE PIPE SHALL BE 3/4 ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT
LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W"
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO / 6. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT
PERMIT FROM THE CITY OF SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO INCH CRUSHED ROCK, A.B.S. SOLID WALL PIPE MAY BE USED RESULT FROM HIS OPERATIONS
BY APPROPRIATE MEANS (GRAVEL BAGS, ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING RIGHTS -OF -WAY. NEW CURB AT ALL WATER SERVICE CROSSINGS.
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. HAY BALES, TEMPORARY DESILTING
BASINS, .DIKES, SHORING, ETC.) UNTIL
SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 7. THE DISTRICT REQUIRES THAT
COMPACTION TESTS BE TAKEN WHERE WATER
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, 6.
MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY,
CITY AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE.
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF SEWER SERVICE LATERALS STRUCTURES SHALL BE TESTED 4. THE EXISTENCE AND LOCATION
OF UNDERGROUND UTILITIES SHOWN HEREON OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL
AIR RELEASE_OR
EXISTING FACILITIES. IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST APPROVED BY THE .CITY OF ENCINITAS, BEFORE THE WATER
LINES ARE ACCEPTED
SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO AND A COPY SENT
TO THE SAN DIEG FOE WATER DISTRICT OFFICE. BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS,
THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING AS APPROVED BY THE DISTRICT'S REPRESENTATIVE.
7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER UTILITIES EXCEPT AS
SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR g PRIOR TO AWARDING WATER LINE CONTRACT OWNER SHALL ADVISE
COMPANY PRIOR TO START OF WORK NEAR COMPANY FACILITIES AND SDRSD N0. S -2 OR S -17. POURED IN PLACE MANHOLE BASES SHALL THIS .CONTRACT, THE
CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS PROSPECTIVE CONTRACTORS TO OBTAIN AN REVIEW CURRENT SAN DIEGUITO 7. UNLESS OTHERWISE NOTED, CONNECTIONS
TO EXISTING MAINS
SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. AND VERIFY THE HORIZONTAL
AND VERTICAL LOCATION OF ALL UNDERGROUND SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS
UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT.
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 WATER DISTRICTS SPECIFICATIONS.
OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE
NOTICE: THERE EXISTS ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT WHICH INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. SPECIFIC ATTENTION
SHALL BE MADE IN AREAS WHERE THE PROPOSED g THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT DISTRICT. DISTRICT SHALL BE NOTIFIED
TWO WEEKS MINIMUM IN
ARE 'UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER
ADVANCE OF ANY SHUTDOWN.
AND GAS PIPING AND APPURTENANCES CONTACT SAN DIEGO GAS AND ELECTRIC 5. THE CONSTRUCTION OF 4 INCH OF WORK OF ANY DEVIATIONS PRIOR TO
ORDERING MATERIALS FOR THE 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR SEWER LATERAL PER SDRSD
COMPANY. TELEPHONE: (800) 422 -4133. S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION
TO THESE PLANS IF INSPECTION OF PROJECT. 8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS
INTO MANHOLE. AS -BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 10. FILL AREAS MUST BE COMPACTED TO
907., PRIOR TO PIPE INSTALLATION. FOR HIGH - LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS.
8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING
NO SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY.
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER 6. THE CONSTRUCTION OF A CONCRETE ANCHOR WALLS PER SDRSD 5. CONTRACTOR SHALL
TAKE PRECAUTIONARY MEASURES TO PROTECT
WORK WITH COMPANY REPRESENTATIVES. NO. S -10, TYPE A. EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS- SHOWN 11. APPROVAL OF
CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT 9. LINE VALVES, WHERE REQUIRED AT STREET
INTERSECTIONS, SHALL
HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR BE LOCATED ON THE PROLONGATION OF THE
STREET RIGHT -
NOTICE: THERE EXISTS TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 SHALL REPAIR
OR REPLACE ITEMS REQUIRED- TO REMAIN IN PLACE WHICH ARE OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND OF -WAY WHENEVER POSSIBLE.
WHICFT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES INCH MINIMUM COVER. DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE
SATISFACTION UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
AND APPURTENANCES CONTACT PACIFIC BELL, TELEPHONE: (800) 422 -4131 OF THE APPROPRIATE AGENCY. 10. FIRE HYDRANTS,
AS APPROVED BY THE APPROPRIATE FIRE DISTRICT
8. THE FINAL LOCATION AND ELEVATION OF SYSTEM OF SEWER 12. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN,
I.E., LINE AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS ARE TO BE
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT 6• WHERE TRENCHES
ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL INSTALLED AT LOCATIONS SPECIFIED BY THE
FIRE DISTRICT.
BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN
SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND PLANS, PRIOR TO ACCEPTANCE OF WORK.
BEAR THE COST OF RELOCATIONS, IF NEEDED. TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED 10 FEET OF PROPOSED
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH
WORK WITH
9. ALL DESIGN CHAiNGES OF SEWER MAIN SHALL BE APPROVED BY IN THE PRELIMINARY SOILS REPORT. CAL /OSHA. A
COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND THE CITY ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR GIVEN
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION.
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES PUBLIC USE. 7. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE
CONTACT (800) 422 -4133. APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD 13. UTILITIES TO MAINTAIN MINIMUM
5 FOOT SEPARATION WHEN
( ) 12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E.,
10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY PARALLELING
WATER SERVICES. LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN INSTALLATION. ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR.
ANY BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS,
ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS 14.
CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY OR UTILITIES WITHIN 10 - FEET OF PROPOSED WATER MAINS, SHALL BE
LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS SHALL BE COMPLETED
AT THE CONTRACTOR EXPENSE. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE SHOWN ON IMPROVEMENT PLANS.
DEDICATED TO THE CITY OF ENCINITAS. DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE BOXES, ETC.) ' THAT ARE
AFFECTED BY THEIR PROJECT.
FOR INSPECTION OF PROJECT. PHONE (619)633 -2770. 8. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER
12. NO PAVING SHALL. BE DONE UNTIL EXISTING POWER POLES ARE OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK 15.
CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ASBESTOS 13. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS
SHALL HAVE AN
RELOCATED OUTSIDE THE AREAS TO BE PAVED. IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. WATER PIPES REMOVED FROM THE GROUND WERE
DISPOSED OF APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE
SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION.
SIDE OF THE WATER METER.
13. ALL LUMINARIES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO CITY RIGHTS -OF -WAY. 9. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS
48 HOURS PRIOR TO
ESCAPE OF LIGHT ABOVE THE HORIZONTAL. BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL 16. ALL DEFLECTIONS (HORZ.
AND VERT.) SHALL BE MADE WITH HIGH 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH
13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK DEFLECTION
COUPLINGS PER SPECIFICATIONS. NO BENDING (CURVING) THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE
WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS OF PIPE SHALL
BE PERMITTED.
14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERIN SERVICES SHALL BE USED AS THE DESIGNATED WORKING PRESSURE
FOR TESTING
- DEPARTMENT APRE- CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR ARE 'CONSTRUCTED IN SUBSTANTIAL
CONFORMANCE WITH THE LINES ALL PIPE, VALVES (CLOSED) AND APPURTENANCES.
48 HOURS OF NOTICE FOR SUCH A MEETING. TELEPHONE 633 - 2770. OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY AND .GRADES SHOWN HEREON.
THE CERTIFICATION SHALL INCLUDE ALL ADDITIONAL NOTES - 16 WATER
OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT ITEMS REQUIRED BY THE APPROVING AUTHORITY.
MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS 15. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND
PROVIDE WRITTEN
15. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE 10. THE GENERAL
CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING SIGNED SET OF THESE
PLANS ONSITE AT ALL TIMES FOR USE BY THE 17. CONSTRUCT 16 -INCH WATER MAIN INSIDE 30" x .375 WALL WELDED STEEL
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. ENGINEER OF WORK, SOILS ENGINEER
AND THE CITY INSPECTOR. THE GENERAL CASING WITHIN LOTS 6 & 7. SEE PLANS FOR SPECIFIC LIMITS. CASING SHALL 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL)
SHALL BE MADE, B
USE OF JOINT COUPLINGS WITH 4 DEGREES MAXIMUM DEFLECTION
CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH BE BITUMENOUS COATED AND IN CONFORMANCE WITH ASTM Al
- 39 OR A36 z
16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL 14. CONTRACTOR SHALL FURNISH AND INSTALL PER SPECIFICATIONS AS -BUILT ON
A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL (GRADE A OR B) AS AMENDED TO DATE. PER COUPLING (2 DEGREES PER JOINT). NO BENDING (CURVING)
THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE
-
AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" OF PIPE SHALL BE PERMITTED.
RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF UPON COMPLETION OF THE PROJECT,
AND BECO -ME THE PROPERTY 18. MECHANICAL JOINTS AND FITTINGS SHOWN AS RESTRAINED SHALL BE 1 0
SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR OF THE ENGINEER OF WORK. RESTRAINED WITH EBAA IRON 2816 OR APPROVED
EQUAL. 6" 2" 10"
17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A EASEMENTS. CD
MANNER AND LOCATION APPROVED BY THE INSPECTOR. 11. STATIONING OF DRIVEWAYS, LATERALS AND PROPERTY LINES ON CUL DE 19. COMPLETELY
INSTALL WATER MAIN INSIDE CARRIER PIPE BEFORE MAKING _w
15. AS -BUILT DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS
CONNECTIONS ON EITHER SIDE.
18. ALL EXISTING TREES WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE REMOVED. ACCEPTANCE OF THE WORK. ARE AT THE CURB.
Q
19. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS 12. RETAINING WALLS,
IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY 20. INSTALL APS STEEL CASING SPACERS, CENTERED AND RESTRAINED,
INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION FUSION BONDED EPDXY WITH STAINLESS STEEL NUTS AND BOLTS,
z
STRIPING PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THIS PROJECT. ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN IS REQUIRED FROM THE
BUILDING DEPARTMENT FOR ALL RETAINING WALLS. MODEL SI, WITHIN 30" CASING. PLACE SPACERS AT EACH SIDE Q O
EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL a. (� O
' ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. OF RESTRAINED JOINTS AND MIDPOINT OF PIPE, SPACING LENGTH TO MEET
4
20. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE DETOUR PLANS 13. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED
THE MAXIMUM SPACING RECOMMENDATIONS OT THE MAUFACTURER. SIZE N
AND TO OBTAIN APPROVALS PRIOR TO COMMENCEMENT OF WORK. INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM SPACING
RUNNERS TO CLEAR RESTRAINED JOINTS.
17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS
21. ALL SIGNS SHALL BE ALUMINUM WITH 3M HIGH INTENSITY TYPE REQUIRED PRIOR TO CONNECTION TO SYSTEM. IN THE REPORT.
W
REFLECTIVE FACE OR EQUIVALENT. 21. SEAL ENDS OF CARRIER PIPE WITH APS MODEL AW WRAP - AROUND END 1.MEDIAN
PLANTER PER LANDSCAPE PLANS U
18. PRIOR TO ACCEPTANCE OF NEW SEWER MAINS LESS THAN 36 14. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES
SEAL OR APPROVED EQUAL. CASING VOID SHALL NOT BE FILLED WITH SAND. 2.SLOPE GUTTER TO MATCH PAVEMENT GRADE F -
22. ALL NEW STRIPING AND SANDBLASTING OF REDUNDANT STRIPING SHAD
INCHES IN DIAMETER SHALL BE INSPECTED BY CLOSED CIRCUIT IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD.
3.STREET SECTION PER SOILS ENGINEER (�
BE DONE BY CONTRACTOR. TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND 4.SEE SDRSD G -6 FOR
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