1997-5039 I (Plans) ' 1
CORK TO BE DONE tMPROV M NT P ANS FOR TYPICAL SECTIONS
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFlCATTONS FOR PUBLIC '
WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS
TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE
SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD e 42.E ORAL UTILITY a �+
DRAWINGS (LATEST EDITION). ACCESS EASEMENT D OOD 1 1 55 GRADED WID1H
3' PUdL1C UltLi1Y
LEGEND EASEMENT (TYP.)
' 5' V 16' 19' 4.5' BOTH SIDES
DESCRTMON STD. DWG. SYMBOL '
21 MAX 21 MAX Z 1 MAX 2: t MAX
J MIVATE SURFACE NP OR RETAINN WALL
SUBDIVISION BOUNDARY '
' TYPE -G- 5' MI16E Ui �- 4' WIDE SCEIII�K
RIGHT OF WAY /LOT LINE CURB do GUTTER CURS & GUTTER ONE SIDE WALK
EASEMENT LIVE - - - - - - - - - - - - - -
BOTH SIDES 3• AC/6 "A8 3" AC/6"AB'
1I=4.5 71=4.5
A.C. PAVING z >tur PRIVATE STREET NO RARKnC, FIRE L" '.
ONE E
6" CURB, TYPE G G -2 _ _ _ _ - -- LOT 49 1.07 MST BLUFF DRIVE MITE PRIVATE STREET
6" MEDIAN CURB & GUTTER 42 41 ` SPAM Q � OTA. '50+1 - 1'To s + T o: WEST BLUFF DRIVE, STATION
10 +00 - 20+00
NOT TO SCALE HIDDEN RIDGE COURT
PEDESTRIAN RAMP TYPE "A" "D" G -27, G -31 ~ 13 r 3 �iLU SAMA _%g00D
CROSS GUTTER G -12 � 1 43 e s \�,,�% w S NOT O SCALE NOT I
10 O
CONCRETE DRIVEWAY G -14A, G148 1715 , 4 '', ` 49' GENERAL UTIUTY ! 20' GENERAL U1ArTV s
31 �t �� ACCESS EASEMENT T ACCESS EASEMENT 4 Y
CONCRETE SIDEWALK G -7, G -9, G— i 0 ' ,• , . •• t o 3
STREET LIGHT 22,000 LLIM (PRM E -1, E -2, M -21 , o-- - v Z 4.5' 1Q' 4.
STREET NAME SIGN, STOP SIGN SDM -102 I t� � I —�
2k: 1 MA
STREET CENTERLINE MONUMENT / X ,� 2 MAX
i
M -10 A 47 1 35 � t• � ° q ���„ »� 4"AC 4 "A8 —�
/ A. G NERkI
TRENCH RESURFACING, TYPE A G -24 �� y w I a 4' WIDE SIDEWALK
NO PARKING FIRE LANE SIGN SDM -102 �F '�' \ �' CU 3" AC/5`AB
5101° 15141v „r M �� �\ 33 �+ �,� 5 AGENCY ACCESS EASEMENT
PUBLI C/PRIVATE D U �� I WEST BLUFF DRIVE, STATION 20 +00 — 30+12* NOT TO SCALE
:T 95 NO SIDEWALK, LEFT SIDE STA. 26 +75 – 30 +12f
PRIVATE PVC DRAIN & INLET _ _ _ _ _ _ _ _ _ % \� ,��, NOT TO SCALE
v
71 94
EXISTING STORM DRAIN = ___----_-- I so
STORM DRAIN ____--- _______ '� �” '
74 s DENOTES EL.EVATKM SHOWN ON PROFILES �
PIPE COLLAR D -62 - -____ ______ \� \� s�
82
WING HEADWALL TYPE "B" D -34# _ _ _ _ _ _ _ � -_ i � � 7 NOTE: PAVEMENT STRUCTURAL. SECTIONS SHOWN
ARE THE MtNfMW REQUIRED By
THE CITY OF ENCINITAS, ACTUAL PAVEMENT SECTIONS WILL BE DETERMINED
CURB INLET TYPE 0 8 - 1" 0 - 66 4 81 BY SOILS ENGINEER AFTER R -VALUE TESTS ARE PREFORMED
CLEANOUT TYPE "A-4 ", "A-S` D-9 - _ - - _ _ _ _ \ , ei so
SLOPE ANCHORS 3 -10, TYPE A `
CURB OUTLET TYPE `A" D -25 - - - - - - 65 1
CONCRETE LUG D -63
III
AS MODIFIED HEREIN 269- 130.28 sae -iaart `
PUBLIC SEWER
PROPOSED SEWER MAIN S -4 _S__ '-`-- OWNER CER CATION i
PROPOSED SEWER MANHOLE S -2 -- S -- -- - SHEET INDEX KEY MAP
EXISTING SEWER SCALE: 1 " =200' I HEREBY AGREE TO OF�THi DAYS A ISSUANCE 0 SHO" ON CONS PERM
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
3 -10 STREETS AND UTILITIES LOT LINE ST NAMES SEA VIEW UNDER MY CONTROL
CLIVINH ULN IM)L WATER DISTRICT 9 dt 10 PRIVATE STORM DRAIN ROW EASEMENTS -- - - - - -- OWNER: SHEA HOMES
ADDRESS: 10721 TREENA STREET, SAN DIEGO, CA, 92131 Z
1 ACCESS ROAD & UTILITIES CURB SHEET NO
THE CONSTRUCTION OF PVC DATER MAINS (SIZE a CLASS AS NOTED) 12 WATER LINE TO ZONA GALE SEWER - -- STORM DRAIN
APN: 257 030 - 19, 45 AND 46
THE CONSTRUCTION OF GATE VALVE ASSEMBLY — f — — — 12 OFFSITE STORM DRAIN FIRE HYDRANT Did NO PKNG SIGN e
THE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY WITH MARKER — — — —
THE CONSTRUCTION OF 1" & 2" MANUAL AIR RELEASE VALVE — — — — SIGNED:
MJxMJxFLG TEE W/FLG GATE VALVE — — — — — —
THE CONSTRUCTION OF 2" SLOW -OF ASSEMBLY — — — -� — AIL
THE CONSTRUCTION OF 1" WATER SERVICE CONNECTMN — Q 0
0
THE CONSTRUCTION OF ALL P/O CR OSS -- -+ - - - - - p DECLARATION OF RESPONSIBLE CHARGE N
THE CONSTRUCTION OF REDUCER
TIE CONSTRUCTION OF CAP ASSEMBLY Ls1
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT THAT I HAVE EXERC `SED }
THE CONSTRUCTION OF WATER SAMPLE PONT ` ` L P— ` "— ` �, g RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
AS DEFINED IN SECTION 6703 OF THE j
BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
LEUCADIA LIZICAD►A HL 0. (n
SAN DIEGUITO WATER DISTRICT _ 1 ,. Rana I UWDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
BY THE CITY OF ENCINITAS Q
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. •
`, ME1► I CERTIFY THAT THE PRIVATE ROAD NAPROVEMENTS, AS SHOWN ON THIS PLAN SATISFIES THE
EXISTING S.O.W.O. WATER LINE _ W PACIFIC OCEAN F1 REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL
FOR CASE NO. 96 -028 AND THE (n
PROPOSED 16" S.D.W.O. WATER LINE — — _`W — — — — J \ &P pm t STANDARDS FOR PRIVATE STREETS.
2" MANUAL.. AIR RELEASE P -10 s � f ESS L J
BLOW -OFF ASSEMBLY P -4 _ — — ,_ —
LEGEND OF ABBREVIATIONS �1 But �O l.ly�9( Y Y
ENCNITAS �� P � Q W
16 " GATE VALVE ASSY — — G-- TC R T POINT OP O CURB B RETURN �1 NT5
r r Z
GB GRADE BREAK SITE SIGNED: � NO. 48670 � Z z
BVC BEGIN VERTICAL. CURVE s EXP. 6/30/00 :D W
QR EjO EVC END VERTICAL CURVE R.C.E. 48670 EXP. DATE: 6 -30 -00 �, 1 =
.� VPI POINT OF INTERSECTION
`` �oN ° L• �y A$61N�1 E E CURVE VICINITY MAP .. HIGH POINT
A � L<P LOW POINT •
No. C48670 �, U I LT Cofil:TOfil FREE
04 FL 1 -800 ST S LINE y ENCINITAS FlRE DEPARTMENT SAN DIEGUITO WATER DISTRICT OLIVENHAIN
MUNICIPAL WATER DISTRICT Z
R rr . M,4 ?TIT, RCc 48:;70 EvDm&/YetA� . J 1 BE
c -f'. '� Cl'y _ 422 - 4133 RT RIGHT �M� Z WATER SYSTEM APPROVAL POTABLE WATER SYSTEM APPROVAL
0
LT LEFT a e* I4w APPROVED BY: BOYLE ENGINEERING CORPORATION
TWO WORKINC DAYS BEFORE YOU Dec TW TOP OF WALL 4 •
", fiat the USA Center
BW BOTTOM OF WALL DISTRICT'S CONSULTING ENGINEER • • Remember
notifies only those utilities befongin to FL FLOW LINE C' ,�p LlJ
the center. There could be other utilities N.T.S. NOT TO SCALE OF CAl /� W V)
resent of the work site. The center will �B CEMENT TREATED RASE X 1 7 lQA! 7 ' I[' Q7 SD-- 001 -436 -0
inform you of whom they will notify. I�� Zz[Z Z
MVC MODIFIED VERTICAL CURVE SIGNATURE DATE I NATURE DATE C. E. 88 4 1 DATE JOB NO.
-'
" A nulux fS IGNATURE EXPIRES THREE YEARS FROM DATE SIGNATURE EXPIRES TWO YEARS FROM DATE 0
Z p
REVISIONS APP VED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO. Lv Q
PLANS PREPARED UNDER SUPERVISION OF RECOM EN ED A OV PUBLIC AND PRIVATE IMPROVEMENT PLANS FOR:
o S, t1,9 0 for of e�ss DM M f>rfu l�ollu�lExr
•. - IAG110N: ST1l 64+24 a f�MINO �x HORIZONTAL 1 "` DATE / 7 BY: �• _ _ BY:
- - SANI� ALV�aori 5039 -I
4rL Gl AYF 4# SHr 9 a oEO s o. caxrtK vERncx oolvtROL Los I
6t
l
GIVATION: 120M N A 7 R.C.E. N0. 48670 DATE: /G 7 DATE: 0 • ES - 2 41
RFV.S'T1PfETGAOFS9Yls'�4sstf VERTICAL_ �� — �
l4FV SWi l. 4NT 1101 Q TA6Y6HT 13 D ATM wsL
DATE ENGINEER EXP, 6/30/00
TM No. 96 - o2e SHEET 1 OF 13 �
,' -
E:\61\314\SHEfT 1 - IMPROVEMENT. MY
GENERAL NOTES SEWER NOTES ENGINEER'S GENERAL. NOTES SAN DIEGUITO WATER NOTES OLIVENHAIN 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 .CONTRACiOR 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
F 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 MAINS 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 EXiSTNNG 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 StSSt(IN AND REVIEW OF ALL SUBMiTTALS (SHOP DRAtiVtIVGS,
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 1 • TRENCH WIDTH SHALL BE SDRSD NO. S -4 UNLESS OTHER INCLUDING SAFETY ALL PERSONS
AND PROPERTY. THIS REQUIREMENT U � ui 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 WT-IN THE STREET RIGHT -OF -WAY SHALL 13E HOURS. 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. WHERE
ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN
5. THE D(NSTENCE AND LOCATION OF EXTSTNG 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 013TAiNED BY A SEARCH OF THE AVAiiA13LE RECORDS. GRADE OF STREET.
(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
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES 4. WHERE ELEVATIONS AND GRADES ARE
NOT SHOWN ON THE WATER MAiN
PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND UTILITIES AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. 4.
CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE
EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR IF THERE IS ANY QUESTION
REGARDING THESE PLANS OR FIELD STAKES, PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE
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 CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 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
5. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
(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
THESE PLANS. 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 6. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT
PERMIT FROM THE CITY OF LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W"
6. LOCATION AND ELEVATION OF 1IMPROVEMENTS TO BE MET BY WORK TO INCH CRUSHED ROCK, A.B.S. SOLID WALL PIPE MAY BE USED RESULT FROM HIS OPERATIONS
BY APPROPRIATE MEANS GRAVEL BAGS, SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. HAY BALES, TEMPORARY DESILTiNG BASINS,
.DIKES, SHORING, ETC.) UNTIL ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING RIGHTS -OF -WAY. NEW CURB AT ALL WATER SERVICE CROSSINGS.
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE 7.
THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 3. AFTER COMPLETION OF PiPE LAYING, ALL AMAIN LINE SEWERS, BY THE OWNER. LINES
ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY 6. MANUAL AiR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED OF ENCINITAS
RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAiN PROFILE.
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST 4. THE EXISTENCE AND LOCATION
OF UNDERGROUND UTILITIES SHOWN HEREON FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL MR RELEASE OR
EXISTING FACILITIES. SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO
APPROVED THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED BLOW -OFF WHEN LOCATED AT OR NEAR HiGH OR LOW POINTS,
THE ,BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
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 8. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE
COMPANY PRIOR TO START OF WORK NEAR COMPANY FACILITIES AND SDRSD NO. S -2 OR S -17. POURED IN PLACE MANHOLE BASES SHALL THIS .CONTRACT, THE CONTRACTOR
SHALL MAKE EXPLORATORY EXCAVATIONS PROSPECTIVE CONTRACTORS TO OBTAIN AND 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 DISTRICT SPECIFICATIONS. SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. WATER 'S
OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE
NOTE: THERE EXISTS ELECTR(t7iL AND GAS SERVICES WITHIN THiS PROJECT *101 INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. SPECIFIC ATTEN11ON
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 '1�EfIGROUND INSTALLATIONS*. FOR LOCATION OF ELECTRICAL CABLES IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER
ADVANCE OF ANY SHUTDOWN.
AND GAS PIPING AND AiPURTENANCES CONTACT SAN IXEGO GAS AW ELECTRIC 5. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SDRSD OF WORK OF ANY
DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR
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. FOR HIGH - LINING, TEMPORARY
SERVICES, ETC., PRIOR TO SHUTDOWNS.
S. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRiOR TO STARTING 10. FILL AREAS MUST 8E COMPACTED TO 9076, PRIOR TO PIPE
INSTALLATION. 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 APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT ECTI
WORK WITH COMPANY REPRESENTATIVES. NO. S -10, TYPE A. EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN 11. TI THE
ACCURACY OF, THE LOCATION 9 • LINE VALVES, WHERE REQUIRED AT STREET INTERSONS, SHALL
CONSTI TUTE A REPRESENTATION AS THE EXISTENCE N
HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR OF, STENCE OR NON EXISTENCE OF, ANY UNDERGROUND
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 UTILITY, PIPE XI STRUCTURE WITHIN THE LIMITS N THIS PROJECT. OF -WAY WHENEVER POSSIBLE.
WHICH ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES INCH MINIMUM COVER. DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE
SATISFACTION
AND APPURTENANCES CONTACT PACIFIC BILL, TELEPHONE: (800) 422 -4133. OF THE APPROPRIATE AGENCY. 10. FIRE HYDRANTS,
AS APPROVED BY THE APPROPRIATE FIRE DISTRICT
12. ALL EXISTING FACILITIES WHICH AIRY EFFECT FINAL DESIGN I.E. LINE
8. THE FINAL LOCATION AND ELEVATION OF SYSTEM OF SEWER WHEO�E CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL
AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE
9. R SHALL BE THE OF THE DEVELOPER TO CONTACT THE MAINS AND LATERALS SHALL BE SHOWN O1`: 6 ORIGINAL AS -BUILT ARE ADJACENT TO
FUTURE BUILDING SLATES, A LICENSED BE FIELD VERIFIED. ALL EXISTING PROPOSED UTILITY CROSSINGS WITHIN INSTALLED AT LOCATIONS SPECIFIED 8Y THE FIRE DISTRICT.
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND PLANS, PRIOR TO ACCEPTANCE OF WORK. SOILS ENGINEER SHALL BE RETAINED BY
THE OWNER TO COMPLETE NECESSARY 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN R IMPROVEMENT
BEAR THE COST OF RELOCATIONS, IF NEEDED. TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED PLANS. ELECTRICAL
AND SEWER TO CROSS UNDER WATER MAINS UNLESS 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH
9. ALL DESIGN CHANGES 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 TELEViS'1ON 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
. ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY
11. SOURCES AND RUNS SERVING STREET LIGHTS SMALL BE SHOWN INSTALLATION 14. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO
RELOCATE 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
OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER MAINS, SHALL BE
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
LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE BOXES,
ETC.) • THAT ARE AFFECTED BY THEIR PROJECT. SHOWN ON IMPROVEMENT PLANS.
DEDICATED TO THE CITY OF ENCINITAS. FOR INSPECTION OF PROJECT. PHONE (619)633 -2770. 8. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION,
WHICHEVER
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 COMPLEX
12. NO PAVING SHALL. BE DONE UNTiL EXISTING POWER POLES ARE AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS ENTS
AN
SHALL HAVE AN
RELOCATED OUTSIDE THE AREAS TO BE PAVED. 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CIIY'S ENGINEERING 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
BACKFILNG TRFNCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL 16. ALL DEFLECTIONS (HORZ. AND VERT.) SHALL BE MADE WITH
HIGH
ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 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) 14. THE WAIER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WiTH
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. THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE
14. THE CONTRACTOR SHALL. REQUEST FROM THE ENGINEERING 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 THE 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 FIB
CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH BE BITUMENOUS COATED AND IN CONFORMANCE WITH ASTM A139
OR A36 USE OF JOINT COUPLINGS WITH 4 DEGREES MAXIMUM DEFLECTl(7N Z
16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS,
PER COUPLING (2 DEGREES PER JOINT). NO BENDING (CURVING)
AS -BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL (GRADE A OR 8) AS AMENDED TO DATE.
-
AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION BE CERTIFIED BY THE SUPERINTENDENT
AS ACCURATE AND COMPLETE 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
BECOME THE PROPERTY 18. MECHANICAL JOINTS AND FITTINGS SHOWN AS RESTRAINED SHALL BE
SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR OF THE ENGINEER OF WORK. RESTRAINED WITH EBAA IRON 2816 OR APPROVED
EQUAL. 1 6" 2. "
17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A EASEMENTS. 11. STATIONING OF DRIVEWAYS, LATERALS AND PROPERTY LINES
ON CUL DE
MANNER AND LOCATION APPROVED BY THE INSPECTOR. COMPLETELY INSTALL WATER MAIN INSIDE CARRIER PIPE BEFORE MAKING
15. AS -BUILT DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS 19.
CONNECTIONS ON EITHER SIDE.
18. ALL EXISTING TREES WtTHN THE PUBLIC RIGHT -OF -WAY SHALL BE REMOVED: ACCEPTANCE OF THE WORK. ARE AT THE CURB.
inimpq
16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS 12. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS S' 20. INSTALL
APS STEEL CASING SPACERS, CENTERED AND RESTRAINED, LE
19. CONTRACTOR SHALL
BE
RESPONSIBLE FOR THE REPLACEMENT OF ANY ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN INFORMATION. DETAILED PLANS, A SEPARATE PERMIT
AND INSPECTION FUSION BONDED EPDXY WITH STAINLESS STEEL NUTS AND BOLTS, STRIPING PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THiS PROJECT. EASEMENTS
AND MAY BE REQUIRED TO DEDICATE ADDITIONAL IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. MODEL SI, WITHIN 30" CASING. PLACE
SPACERS AT EACH SIDE Q 20. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE DETOUR PLANS ACCESS EASEMENTS TO MAINTAIN THE PUB
RE LIC SEWERS. 13. THE SOILS PORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED OF RESTRAINED JOINTS AND MIDPOINT OF PIPE, SPACING LENGTH TO MEET
0
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM
THE MAXIMUM SPACING RECOMMENDATIONS OT THE MAUFACTURER. SIZE N
AND TO OBTAIN APPROVALS PRIOR TO COMMENCEMENT OF WORK. 17 WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE SPACING RUNNERS TO
CLEAR RESTRAINED JOINTS. 66 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
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. 2SLOPE GUTTER TO MATCH PAVEMENT GRADE �-
22. ALL NEW STRIPING AND SANDBLASTING OF REDUNDANT STRIPING SHALL 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 :D
TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND 4.SEE SDRSD G -6 FOR ADDITIONAL SPECIFICATION
BE DONE BY CONTRACTOR. FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT Q
23. iT WiLL 8E THE RESRONSNBiLITY OF THE DEVELOPER TO PROVIDE STREET OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL STORM DRAIN NOTES
DETAIL MODIFIED B -2 MEDIAN CURB •
NAME SIGNS AND TRAFFIC SIGNS BY THE CiTY ENGINEER'S APPROVAL. PROVIDE FOR TELEVISION INSPECTION. (SEC. 306 - 1.4.8). 5.
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19. AT ALL MANHOLES, THE MiNiMUM FALL ACROSS
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