2016-12955-I (Plans)0
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SANDIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL
AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE.
2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING
WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS
FOR INSPECTION. PHONE. • (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND REMOVAL.
J. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN
DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS PHONE
(760) 633 -2709.
4. UNLESS .OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE
SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER.
5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48
INCHES BELOW CENTERLINE FINISH GRADE OF STREET.
6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND OTHER TRAVELED WAYS WATER METERS MUST BE
IN FRONT OF THE PARCEL THEY ARE SERVING.
7 CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT.
8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH
WORK.
9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB; IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB
WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED.
10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION
WITHIN EXISTING CITY RIGHTS -OF -WAY.
12. THE DISTRICT REQUIRES THAT COMPAC77ON TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN
EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE
RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO
THE SAN DIEGUITO WATER DISTRICT OFFICE.
13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND
REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS.
14. FILL AREAS MUST BE COMPACTED TO 907 PRIOR TO PIPE INSTALLATION.
15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS71TUTE A REPRESENTATION AS TO THE
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR
STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
17 WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO
THE DISTRICT'S SA71SFAC77ON AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS
BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER
DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF
OWNER.
I& MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND
ELECTRIC VAULTS.
19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES
20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT
21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM 7HE
GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION.
22. USE THE FOLLOWING VARIOUS COMBINA77ONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND
INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VER77CAL DIRECTIONS. DO NOT BEND
PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH
DEFLECTION COUPLINGS USE 9.5 -FOOT PLAIN END PIPE LENGTHS WIIH DEFLEC7ON COUPLINGS FOR ALL RADII
BETWEEN 140 FEET TO 270 FEET USE 19 -FOOT PIPE LENGTHS WITH DEFLECTON COUPLINGS FOR ALL RADII BETWEEN
270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END
PIPE LENGTH TO FORM A CHORD, USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS
COMBINA71ON THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET PIPE LENGTHS
SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICTS REPRESENTATIVE.
23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS
LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS
24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC
PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE
DISCONNECTED AT THE CORPORATON STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A
BRASS PLUG INSTALLED, OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR.
PLANS PREPARED BY: QROFESS /(
SPEAR 4& ASSOCIATES, INC.
CIVIL ENGINEERING & LAND SURVEYING = ��
475 PRODUCTION STREET, SAN MARCOS, CA 92078 W i C -85436
PHONE (760) 736 -2040 FAX (760) 736 -4866 r
WWW.SPEARINC.NET
LWD SEWER NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR
CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR
AFTER CONSTRUCTION. '
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD
SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREENBOOK AND THE REGIONAL STANDARD DRAWINGS. MOST CURRENT EDITIONS. IN THE EVENT
OF CONFLICT THE LWD SEWER STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES
WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & J. DOCUMENTS ON THE JOB SITE AT ALL
TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL.
ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP
AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD
GUARANTEE THE ACCURACY OR COMPLETENESS OF 7HE SEWER QUANTITIES.
7 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND
SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD.
8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND
SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS.
9. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTON AND
SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION.
10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY,
COUNTY, AND /OR OTHER APPROPRIATE AGENCIES.
11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC77ON 6705 BY SUBMITTING A DETAIL PLAN TO THE
DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE
FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE
INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. 1F THE
PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, 777LE
8, CALIFORNIA ADMINISTRA77VE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF
7HE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION.
12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER
AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND
COMPAC77ON OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS
SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GE07EXTILE MATERIAL. SUITABLE GEOTEXTILE
MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL
OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE
ALLOWED.
13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE
RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE
NO EXISTING U77LI77ES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE
EXISTENCE OF OTHER U77LI77ES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON
THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT THE UTILITIES SHOWN ON
THE PLANS AND OTHER EXISTING FACIL117ES OR STRUCTURES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONS7777)7EIIA REPRESENTATION OF THE ACCURACY OF 7HE
LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND U77LITY, PIPE, OR STRUCTURE W17HIN
THE LIMITS OF THIS PROJECT.
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL
U77LITY CROSSINGS SHALL BE POT HOLED PRIOR TO TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL OCAL, STATE, AND FEDERAL SAFETY REGULATIONS
INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY.
17 SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CFR77FIES THAT TRENCH
BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK
SPECIFICA7ONS AND THE LWD STANDARD SPEC.
18. SEWER ELEVA77ONS SHOWN ARE INVERT ELEVATION (LE.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWii ARE
FROM CENTER OF MANHOI E TO CENTER OF MANHOLE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION CHANGES
TO THE ORIGINAL MYLAR DWGS WITH IN177ALED APPROVAL ON THE MYLARS
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD
AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGI EER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR
REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET INCLUDING COLLECTORS AND LATERALS, UNLESS
OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT 7HE
CONCLUSION OF EACH DAY OF WORK.
22. THE CONTRACTOR SHALL PR07FCT ALL SURVEY MONUMENTATION IF ANY SURVEY MONUMENTS ARE DISTURBED OR
DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE
MONUMENT CHANGE PER STATE YAW.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER
UTILITIES
24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S -2 AND
WITH ALL COUNTY AND STA7E HEALTH DEPT REGULATONS
25. CONNECTIONS TO EXIS77NG SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE
LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXIS77NG SEWER UN77L AFTER
FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS
APPROVED BY LWD ON THE PLANS.
27 A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR.
28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2"
COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE
PAVING SUBGRADE WITH FINAL LOCA77ON JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE
LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF
CONNEC770N.
29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COA77NG. THE PIPE
SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT PIPE SHALL
BE PROTECTED AGAINST FLOTA77ON AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL 77MES WHEN
CONSTRUCTON IS NOT IN PROGRESS.
30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN
ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER.
31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT
BE ALLOWED.
32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS,
I
LWD SEWER NOTES (CONTINUED)
33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT
CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT GPK
PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE
CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT.
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL.
35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER
GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP.,
OR APPROVED EQUAL.
36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO
ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL.
37 ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT
THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST
SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR
PRIOR TO PAVING.
39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER PER LWD STD DWG S -3. MANHOLES
SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STD DWG S -4.
40. ALL NEW MH'S SHALL BE LINED WITH AN INTEGRALLY LOCKING PVC (T LOCK) PROTECTIVE LINING SYSTEM. ALL
EXISTING MH'S WITH MODIFICATIONS SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM
TO MATCH EXISTING LINING, IF ANY. T LOCK, URETHANE, AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500 -2
OF THE GREENBOOK.
41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'.
42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR
FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF
CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED
REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE
AND APPROVED BY 774E LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION.
43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE DRAWINGS, THE CONTRACTOR
SHALL CONNECT TO EXIS77NG MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOW- THROUGH CHANNELS IN
EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE
INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES
SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE
BY LINK- SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE
MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED.
44. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC
SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED
WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT
EXISTING PIPE MAY BE USED FOR INSER77NG WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO
EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32.
45. IF NECESSARY DURING THE LATERAL CONNEC7ON WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE
TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD
SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND
BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED.
46. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL
MEE77NG THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL
BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE
PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND 7HE REPAIR COUPLING
SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR
COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER.
47 PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR
CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL
SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING
COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE
OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE
DUC77LE IRON PER AST7vf A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY
COLOR CODED TO 7HE TYPE OF CONNEC77NG PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710,
COMPOUNDED FOR WATER AND SEWER SERVICE ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
AS -BUILT
ENGINEERING DEPARTMENT APPROVALS
--
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
NJD
JD
JRZ
CITY OF ENCINITAS STATION 0134WCCS1"
SE QUADRANT OF THE INTERSECTION OF LEUCADIA
BLVD & ORPHEUS ST. IN THE S'LY SIDEWALK OF
LEUCADIA BLVD. 3' FROM FACE OF CURB & 37'
E'LY OF TRAFFIC SIGNAL ON THE CORNER.
RECORD FROM: ROS 18416
ELEVATION: 17 &54 DATUM: NAW88
HORIZONTAL: N A
NIA
VERTICAL: N/A
PLANS PREPARED UNDER SUPERVISION OF
DATE :3/2-7//7
- R.C.E. NO.: 85436
IN CHOLAS DAMP
EXP. 9 -30 -18
RECOMMENDED APPROVED
BY: ^ BY:
MASH M ER EDWARD W DEA II
DATE: 4'/I3 I DATE: 4 •Z O ' 1 %
IMPROVEMENT PLAN FOR:
1117 EOLUS AVE.
WARREN SCOTT
254- 392 -06
PLANNING CASE NO: 16 -063 TPM /CDP
12955 -I
NICHOLAS DAMPF DATE
REVIEWER
JINSPECTORI
SENIOR ENGINEER
SHEET 2 OF 3
SPEAR & ASSOCIATES, INC. JOB No. 15 -174
FE
LOT
STREET
INVERT
LENGTH
DROP TO
APPROVED PERVIOUS PAVERS
LATERAL
GROUND
DEPTH
W/ MIN. 3/8" VOID.
170
?
170
_ --
EXISTING GRADE
PROPOSED A.C. PAYMENT
169 ,
OF
PROPOSED GRADE.
169
1.5'x18" GRIND AND CAP
168
_
168
EXISTING A.C. PAVEMENT
MH RIM
2•
167
PI-:10NE (760) 736 -2040 FAX (760) 736 -4866
s Q
167
L.E.
LATERAL
166 SOIL SUBGRADE y
"x16"
166
6 P.C.C. FLUSH
AT PL
PL
CURB OR DEEPENED G -1 CURB.
ELEV.
60x16' P.C.C. FLUSH
VOID FILLER - %8" TO 3/8'
CURB OR DEEPENED G -1 CURB.
(NO.8) AGGREGATE IN VOIDS.
CHOKER COARSE - 4" THICK OF 3/8" TO '
BEDDING COARSE - 2" THICK
I.E.
(NO. 57) CRUSHED ROCK.
OF %8 - 3/8' (NO. 8) AGGREGATE.
PL TO /E
MIN, 6" THICK OF 3 %" CRUSHED ROCK.
NOTES
1
-ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.).
265174
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED.
27'
-EACH COARSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE.
155.65'
-NO IMPERVIOUS LINER OR
FILTER FABRIC IS TO BE USED.
1355'
SECTION A -A
152.65'
NO
LOOKING SOUTH
2
PARCEL
NOT -TO -SCALE
152.93'
GRADING QUANTITIES
GRADED AREA 0.023 [ACRES] MAX. CUT DEPTH 3.0' [FT]
CUT QUANTITIES 27 [CYD] MAX CUT SLOPE RATIO --- (2.1MAX)
FILL QUANTITIES 0 [CYD] MAX. FILL DEPTH ____ 0 [FT]
EXPORT 27 [CYD] MAX FILL SLOPE RATIO ---- (2 :1MAX)
NUMBER OF RETAINING WALLS _ 0 [EA] RETAINING WALL HEIGHT _(6.0'tMAX)
THIS PROJECT PROPOSES TO EXPORT 27 CUBIC YARDS OF MATERIAL FROM THIS
SITE. ALL EXPORT MATERIAL SHALL BE DISCHARGED TO A LEGAL DISPOSAL SITE THE
APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF THE MATERIAL.
ALL SUCH ACTNITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT
THE QUANTITIES OF CUT AND FILL SHOWN HEREON WERE CALCULATED USING REASONABLE
ENGINEERING METHODS THE QUANTITIES ARE FOR USE IN CALCULATING THE FEES AND BONDS
REQUIRED BY THE PUBLIC AGENCY.• THEY ARE NOT TO BE USED FOR JOB BIDDING PURPOSES.
ACTUAL QUANTITIES MAY VARY DUE TO FACTORS SUCH AS SHRINKAGE OR SWELL, RETAINING
WALL BACKCUT REQUIREMENTS AND THE RECOMMENDATIONS OF THE SITE SOILS REPORT
CONSTRUCTION NOTES
0 CONSTRUCT AC PAVEMENT OVER AGGREGATE BASE MATCHING EXIS77NG STREET.
SEE PROPOSED A.C. PAVEMENT DETAIL HEREON.
INSTALL 4 x12" A.C. BERM PER DETAIL HEREON.
O3 INSTALL PERVIOUS PAVERS PER SECTION A -A HEREON.
26 +25
1.
N. 25 -
26 +50 26 +75 27 +00 27 +2
PROTECT AND /OR REPLACE TO MAINTAIN 7
EXISTING TREES AS REQUIRED. (TYP).
DISTRICT TO INSTALL 1" COPPER WATER LATERAL A �
1" WATER METERS FOR DOMESTIC AND FIRE SPRINK S ER
WAS WS -09, WC -17 AT OWNERS EXPENSE TO RVE
RESIDETE: It I
ROPOSED ` QLEAN OUT
27 +50') 7;�7+75 28 +00 28 +25
PROTEC OR REPLACE TO MAINTAIN 7
EXISTING THE REQUIRED. (TYP).
DISTRICT TO DOMSIZE IING 1 1/2" METER
TO FUTURE DUN, METER, A - -ERS EXPENSE
y N �,�— �� �� i -ion n �x �� 1:1 . =t3 . AP-.N.,25 x'3_92 -30
Itt
- - -- - 1 - �_ EX: FIRE HYDRANT
�
y r }` RO,TECT IN PLACE.
-EX. POWER POLE. E C OF �
-- SERVING- NEIGHa0g -P M€NT -._
EDGE OF ! y , 0.9 . h 0.5% 1,391 164.50
PAVEMENT 1 25. y °0 1 N 25.0 1 2 FL ��
P
-1 3. .Q� - - -- - - �- o _ 27 DO _G��9�o0S „W Z
tOP SED CLEAN OUT RIM -
=16T _ S -8 I.E. =153.40 _ '1 PRnancFn 4 _ -,yam 0 16k11 -' F�_1 �" HP GAS PER DWG. o. 1982 -115 WO SHT
li- JWY1C�IGf�F1L
� I OP� 65SE6 -M5'75' HOLE- R LWDD SS -3 DGE OF PER LM S -17, S -25, N c PROPOSED 7 PROPOSED 8' P.V.C. EDGE OF -�:vv
<11 tea I & S -32. 0 1" GAS S SEWER EXTENSION PAVEMENT
A.P.N. 254- 391 -10
-x -x -x
A.P.N.— 254 - 391 -50 C -900
20 10 0 20 40 60
1 1 � 1
SCALE: 1 = 20'
R =1-"\
LEVEL LINE
SEWER ERAL DATA TABLE
1.50' 8"
MIN. MIN. FL
29 4"
LEVEL LINE
R =1" 2"
EX. A.C. I 12" l
1.5" DEPTH GRIND I INSTALL NEW'A.C. PAVEMENT.
2" AND OVERLAY BETWEEN EXISTING STREET EDGE OF
PAVEMENT & PROPOSED BERM. MATCH
EXISTING STREET EXISTING STREET SECTION
EDGE OF PAVEMENT
)SED A.C. BERM PROPOSED A.C. PAVEMENT
TYPICAL SECTION TYPICAL SECTION
NOT -TO -SCALE NOT -TO -SCALE
S
LOT
STREET
INVERT
LENGTH
DROP TO
LATERAL
LATERAL
GROUND
DEPTH
PAD
UPSTREAM
BACKWATER
REMARKS
0.
NO.
STATION OF
AT MAIN
OF
MAIN
ELEV.
SLOPE 9
ELEV.
BELOW
ELEV.
MH RIM
VALVE
PI-:10NE (760) 736 -2040 FAX (760) 736 -4866
s Q
LATERAL
L.E.
LATERAL
AT PL
r WWW.SPEARINC.NET
AT PL
PL
FT
ELEV.
REQ'D
OF CA1.\E
AT MAIN
I.E.
PL TO /E
1
PARCEL
1
265174
15323'
27'
1.2'
155.65'
4.99
169.20'
1355'
170.50'
152.65'
NO
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
2
PARCEL
2726.81
152.93'
26'
1.2'
155.88'
737
169.25'
1337'
177.50'
152.65'
NO
RECOMMENDED
APPROVED
IMPROVEMENT PLAN FOR:
SE QUADRANT OF THE INTEF'.SECTION OF LEUCADIA
HORIZONTAL: 1 ' =20'
2/27117
//
/tA
1117 EOLUS AVE.
BLVD & ORPHEUS ST. IN THE S'LY SIDEWALK OF
LEUCADIA BLVD. 3' FROM FACE OF CURB & 37'
DATE :
BY: AAfyt-
MASH MAHER
BY:
EDWARD W DEANE II
WARREN SCOTT
12955 -I
NICHOLAS DAMPF DATE
E'LY OF TRAFFIC SIGNAL ON THE CORNER.
smim.
R.C.E. NO.: 85436
mom
4-40-177
254 - 392 -06
MRmmmp.01
=11
mslmummmmmallmilwM_
RECORD FROM: ROS 18416
ELEVATION: 17654 DATUM: NA988
C OLAS DAMP
EXP. 9 -30 -18
®wmmmmmmw
DATE:
PLANNING CASE NO: 16 -063 TPM /CDP
mm
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mmswil"mm
I SHEET 3 OF 3
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milli___m
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I��i�
mm
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26 +25
1.
N. 25 -
26 +50 26 +75 27 +00 27 +2
PROTECT AND /OR REPLACE TO MAINTAIN 7
EXISTING TREES AS REQUIRED. (TYP).
DISTRICT TO INSTALL 1" COPPER WATER LATERAL A �
1" WATER METERS FOR DOMESTIC AND FIRE SPRINK S ER
WAS WS -09, WC -17 AT OWNERS EXPENSE TO RVE
RESIDETE: It I
ROPOSED ` QLEAN OUT
27 +50') 7;�7+75 28 +00 28 +25
PROTEC OR REPLACE TO MAINTAIN 7
EXISTING THE REQUIRED. (TYP).
DISTRICT TO DOMSIZE IING 1 1/2" METER
TO FUTURE DUN, METER, A - -ERS EXPENSE
y N �,�— �� �� i -ion n �x �� 1:1 . =t3 . AP-.N.,25 x'3_92 -30
Itt
- - -- - 1 - �_ EX: FIRE HYDRANT
�
y r }` RO,TECT IN PLACE.
-EX. POWER POLE. E C OF �
-- SERVING- NEIGHa0g -P M€NT -._
EDGE OF ! y , 0.9 . h 0.5% 1,391 164.50
PAVEMENT 1 25. y °0 1 N 25.0 1 2 FL ��
P
-1 3. .Q� - - -- - - �- o _ 27 DO _G��9�o0S „W Z
tOP SED CLEAN OUT RIM -
=16T _ S -8 I.E. =153.40 _ '1 PRnancFn 4 _ -,yam 0 16k11 -' F�_1 �" HP GAS PER DWG. o. 1982 -115 WO SHT
li- JWY1C�IGf�F1L
� I OP� 65SE6 -M5'75' HOLE- R LWDD SS -3 DGE OF PER LM S -17, S -25, N c PROPOSED 7 PROPOSED 8' P.V.C. EDGE OF -�:vv
<11 tea I & S -32. 0 1" GAS S SEWER EXTENSION PAVEMENT
A.P.N. 254- 391 -10
-x -x -x
A.P.N.— 254 - 391 -50 C -900
20 10 0 20 40 60
1 1 � 1
SCALE: 1 = 20'
R =1-"\
LEVEL LINE
SEWER ERAL DATA TABLE
1.50' 8"
MIN. MIN. FL
29 4"
LEVEL LINE
R =1" 2"
EX. A.C. I 12" l
1.5" DEPTH GRIND I INSTALL NEW'A.C. PAVEMENT.
2" AND OVERLAY BETWEEN EXISTING STREET EDGE OF
PAVEMENT & PROPOSED BERM. MATCH
EXISTING STREET EXISTING STREET SECTION
EDGE OF PAVEMENT
)SED A.C. BERM PROPOSED A.C. PAVEMENT
TYPICAL SECTION TYPICAL SECTION
NOT -TO -SCALE NOT -TO -SCALE
S
LOT
STREET
INVERT
LENGTH
DROP TO
LATERAL
LATERAL
GROUND
DEPTH
PAD
UPSTREAM
BACKWATER
REMARKS
0.
NO.
STATION OF
AT MAIN
OF
MAIN
ELEV.
SLOPE 9
ELEV.
BELOW
ELEV.
MH RIM
VALVE
PI-:10NE (760) 736 -2040 FAX (760) 736 -4866
s Q
LATERAL
L.E.
LATERAL
AT PL
r WWW.SPEARINC.NET
AT PL
PL
FT
ELEV.
REQ'D
OF CA1.\E
AT MAIN
I.E.
PL TO /E
1
PARCEL
1
265174
15323'
27'
1.2'
155.65'
4.99
169.20'
1355'
170.50'
152.65'
NO
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
2
PARCEL
2726.81
152.93'
26'
1.2'
155.88'
737
169.25'
1337'
177.50'
152.65'
NO
RECOMMENDED
FS =TC
FOR MORE INFORMATION .
SEE SEC11ON A -A DETAIL HEREON.
NORTH PARKING STALL
TYPICAL SECTION
SCALE. 1"=10'
NOTE: NOTE:
CONTRACTOR TO OBTAIN APPROVED TRAFFIC CONTROL GAS LINE SHOWN FOR REFERENCE ONLY. APPLICANT
PLAN FROM CITY OF ENCINITAS TRAFFIC DIVISION, PRIOR TO OBTAIN APPLICABLE PERMIT FROM SAN DIEGO
TO START OF ANY WORK IN STREET. GAS & ELECTRIC.
NOTE:
CONTRACTOR TO NOTIFY S.D. W.D. 48 HOURS PRIOR TO
EXCAVATION FOR SEWER. EX/S77NG 12" WATER NOT TO
BE EXPOSED DURING CONSTRUC77ON.
NOTE:
ANY PAVEMENT OR OTHER PUBLIC IMPROVEMENTS DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED / REMOVED & REPLACED TO
SATISFACTION OF ENGINEERING FIELD INSPECTOR TO INCLUDE
ADDI77ONAL PAVEMENT OVERLAY IF NECESSARY.
PER USOU5 PAVERS %0 QE
MAT MAM90 BY PROPEIKY
C)"ER PER ►'NASN .. AN0
REMOVAL C6VENANr
00C 11, d01l LiY06ct R ELb
11 11111.1 II VII .
SEE SECTION A -A DETAIL HEREON.
SOUTH PARKING STALL
TYPICAL SECTION
SCALE: l--10'
Ohl „� PLANS PREPARED BY:
Vy'
SPEAR,& ASSOCIATES INC.
M--i ONUMENT TO BE
FPROTECTED I CE.
PER DWG. No. 1982 -115 T 7.
NE o
CT PROPOSED 8" P. °
w i C -85436 �” m
WER DIRECTLY TO STUB OUT
S0
EXISTING 5 FT. STUB.
4 °.
SEX *ANHQLE-- No -OT- 30
t
RIM EL =166 88' PER L D S-3
4P -PER
11784 -
PI-:10NE (760) 736 -2040 FAX (760) 736 -4866
s Q
r WWW.SPEARINC.NET
FS =TC
FOR MORE INFORMATION .
SEE SEC11ON A -A DETAIL HEREON.
NORTH PARKING STALL
TYPICAL SECTION
SCALE. 1"=10'
NOTE: NOTE:
CONTRACTOR TO OBTAIN APPROVED TRAFFIC CONTROL GAS LINE SHOWN FOR REFERENCE ONLY. APPLICANT
PLAN FROM CITY OF ENCINITAS TRAFFIC DIVISION, PRIOR TO OBTAIN APPLICABLE PERMIT FROM SAN DIEGO
TO START OF ANY WORK IN STREET. GAS & ELECTRIC.
NOTE:
CONTRACTOR TO NOTIFY S.D. W.D. 48 HOURS PRIOR TO
EXCAVATION FOR SEWER. EX/S77NG 12" WATER NOT TO
BE EXPOSED DURING CONSTRUC77ON.
NOTE:
ANY PAVEMENT OR OTHER PUBLIC IMPROVEMENTS DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED / REMOVED & REPLACED TO
SATISFACTION OF ENGINEERING FIELD INSPECTOR TO INCLUDE
ADDI77ONAL PAVEMENT OVERLAY IF NECESSARY.
PER USOU5 PAVERS %0 QE
MAT MAM90 BY PROPEIKY
C)"ER PER ►'NASN .. AN0
REMOVAL C6VENANr
00C 11, d01l LiY06ct R ELb
11 11111.1 II VII .
SEE SECTION A -A DETAIL HEREON.
SOUTH PARKING STALL
TYPICAL SECTION
SCALE: l--10'
Ohl „� PLANS PREPARED BY:
Vy'
SPEAR,& ASSOCIATES INC.
CIVIL FNC31NEERINC3 & LAND SURVEYING
w i C -85436 �” m
ti 475.P1RODUCTION STREET, SAN MARCOS, CA 92078
PI-:10NE (760) 736 -2040 FAX (760) 736 -4866
s Q
r WWW.SPEARINC.NET
OF CA1.\E
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
AS -BUILT
ENGINEERING
DEPARTMENT APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.'
NJ
J,, .,
J
Avrao
CITY OF ENCINITAS STATION "134WCCS1"
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED
APPROVED
IMPROVEMENT PLAN FOR:
SE QUADRANT OF THE INTEF'.SECTION OF LEUCADIA
HORIZONTAL: 1 ' =20'
2/27117
//
/tA
1117 EOLUS AVE.
BLVD & ORPHEUS ST. IN THE S'LY SIDEWALK OF
LEUCADIA BLVD. 3' FROM FACE OF CURB & 37'
DATE :
BY: AAfyt-
MASH MAHER
BY:
EDWARD W DEANE II
WARREN SCOTT
12955 -I
NICHOLAS DAMPF DATE
E'LY OF TRAFFIC SIGNAL ON THE CORNER.
VERTICAL: 1 " =4'
R.C.E. NO.: 85436
4"/13
4-40-177
254 - 392 -06
RECORD FROM: ROS 18416
ELEVATION: 17654 DATUM: NA988
C OLAS DAMP
EXP. 9 -30 -18
DATE: /(7
DATE:
PLANNING CASE NO: 16 -063 TPM /CDP
IREVIEWER
JINSPECTORI
SENIOR ENGINEER
I SHEET 3 OF 3
FE
LOT
STREET
INVERT
LENGTH
APPROVED PERVIOUS PAVERS
LATERAL
LATERAL
GROUND
W/ MIN. 3/8" VOID.
PAD
170
BACKWATER
170
NO.
EXISTING GRADE PROPOSED A.C. PAVMENT
STATION OF
AT MAIN
175
169
169
- -_ _ _
PROPOSED GRADE
1.5 °x 18" GRIND AND CAP
168
ELEV.
-
168
\ \,
EXISTING A.C. PAVEMENT
LATERAL
167 ��it���'�� �
LATERAL
-
167
AT PL
175
FT
ELEV.
166
SOIL SUBGRADE
6 "x16" P.C.C. FLUSH
CURB OR DEEPENED G -1 CURB.
6'X16" P.C.C. FLUSH
VOID FILLER - %8" TO 318"
CURB OR DEEPENED G -1 CURB.
(NO.8) AGGREGATE IN VOIDS.
CHOKER COARSE - 4" THICK OF 3/8" TO %2"
O
(NO. 57) CRUSHED ROCK.
PARCEL
1
BEDDING COARSE - 2" THICK
153.23'
27'
OF %8" - 3/8" (NO. 8) AGGREGATE.
MIN. 6" THICK OF 3/ " CRUSHED ROCK.
0 3
169.20'
NOTES:
170.50'
152.65'
-ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND,
SILT, ETC.).
2
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED.
272681
-EACH COARSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE.
26'
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED.
w
739
SECTION A -A
1337'
LOOKING SOUTH
NOT -TO -SCALE
GRADING QUANTITIES
GRADED AREA n. 023 [ACRES] MAX. CUT DEPTH ____ 1.75' [FT]
CUT QUANTITIES 30 [CYD] MAX CUT SLOPE RATIO --- (2:1MAX)
FILL QUANTITIES n [CYD] MAX. FILL DEPTH ____ 0 [FT]
EXPORT 30 [CYD] MAX FILL SLOPE RATIO___(2:1MAX)
NUMBER OF RETAINING WALLS _ 0 [EA] RETAINING WALL HEIGHT __(6.O'tMAX)
THIS PROJECT PROPOSES TO EXPORT 30 CUBIC YARDS OF MATERIAL FROM THIS
SITE. ALL EXPORT MATERIAL SHALL BE DISCHARGED TO A LEGAL DISPOSAL SITE. THE
APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF THE MATERIAL.
ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT.
THE QUANTITIES OF CUT AND FILL SHOWN HEREON WERE CALCULATED USING REASONABLE
ENGINEERING METHODS THE QUANTITIES ARE FOR USE IN CALCULATING THE FEES AND BONDS
REQUIRED BY THE PUBLIC AGENCY- THEY ARE NOT TO BE USED FOR JOB BIDDING PURPOSES.
ACTUAL QUANTITIES MAY VARY DUE TO FACTORS SUCH AS SHRINKAGE OR SWELL, RETAINING
WALL BACKCUT REQUIREMENTS AND THE RECOMMENDATIONS OF THE SITE SOILS REPORT.
CONSTRUCTION NOTES
0 CONSTRUCT AC PAVEMENT OVER AGGREGATE BASE MATCHING EXISTING STREET
SEE PROPOSED A.C. PAVEMENT DETAIL HEREON.
INSTALL 4'X12" A.C. BERM PER DETAIL HEREON.
O3 INSTALL PERVIOUS PAVERS PER SECTION A -A HEREON.
NEW TREE (QUEEN PALM) AS
EX. A.C. -
)RI VEWAY
1
i
- PAVEMENL_�&00
26 +25 26 +50 26 +75 27 +00
EXISTING STREET TREES TO BE MAINTAINED WTH
A 4' RADIUS UNDISTURBED SOIL BASE.
DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND
3q" AND 1" WATER METERS FOR DOMESTIC AND FIRE
SPRINKLERS PER WAS WS -09, WC -17 AT OWNERS
EXPENSE TO SERVE EX. RESIDENCE.
F`j4 PROPOSED 'CLEAN OUT
IR LWD S-25 /
I.E.= 155.65''
z_ PROPOSED
D MANFOLE o. - / 35 SEWER - LATERAL 25 MR
65.75' PER LWD S-3 EDGE OF - PER LWD 5 -17, S -25, N
1�I 1� .A� -,w —s �7 zo & S -32.
A.P.N. 254- 391 -10
f
27 +25 27 +50 27 +75 28 +00 28 +25
- REMOVE EXISTING TREES.
-NEW TREE (QUEEN PALM) AS REPLACEMENT.
DISTRICT TO DOWNSIZE EXISTING 1 1/2" METER
TO FUTURE DUAL METER, AT OWNERS EXPENSE.
EXISTING STREET TREES TO BE MAINTAINED WTH
A 4_ RADIUS UNDISTURBEDSOIL BASE.I
'T IN PLACE. EDG OF
POWER POLE.
FL
4'
z HP GAS PER DWG. No. 1982 115 WO
PR PROPOSED 8" P.V.C. EDGE OF-
1" GAS ^' , `65c /� - SEWER EXTENSION PAVEMENT
—EOL U -S !'1 E-. -
A.P.N. 254- 391 -50 SDR -35
20 10 0 20 40 60
f I
SCALE: 1 " = 20'
k x
R=I`
R =1�
LEVEL LINE 4
f 12
PROPOSED A.C. BERM
TYPICAL SECTION
NOT -TO -SCALE
SEWER LATERAL DATA TABLE
1.50 1 8"
MIN. MIN. FL
9 4»
LEVEL LINE
- 2»
EX. A. C. 12"
1.5" DEPTH GRIND INSTALL NEWINSTALL NEW A.C. PAVEMENT
AND OVERLAY BETWEEN EXISTING STREET EDGE OF
PAVEMENT & PROPOSED BERM. MATCH
EXISTING STREET EXISTING STREET SECTION
EDGE OF PAVEMENT
PROPOSED A.C. PAVEMENT
TYPICAL SECTION
NOT -TO -SCALE
SEQ.
LOT
STREET
INVERT
LENGTH
DROP TO
LATERAL
LATERAL
GROUND
DEPTH
PAD
UPSTREAM
BACKWATER
REMARKS
NO.
NO.
STATION OF
AT MAIN
175
MAIN
ELEV.
SLOPE 9
M^
BELOW
ELEV.
MH RIM
VALVE
LATERAL
LE.
LATERAL
AT PL
N
AT PL
175
FT
ELEV.
REQ D
N
AT MAIN
PHONE (760) 736 -2040 FAX (760) 736 -4866
LE.
PL TO IE
O
1
PARCEL
1
265174
153.23'
27'
1.2'
155.65'
0 3
169.20'
1355'
170.50'
152.65'
NO
2
PARCEL
272681
15293'
26'
cu
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169.25'
1337'
177.50'
152.65'
NO
APPROVED
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REFERENCES
DATE
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254 - 392 -06
-
- - -----
-
- - - --
----
- - - - --
- --
DATE:
I
PLANNING CASE NO: 16 -063 TPM /CDP
SHEET 3A OF 3
REVIEWER
IINSPECTORI
SENIDR ENGINEER
165
165
EX.
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PER SD..D.
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15 WO S
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PROFILE
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CONNECT
PROPOSE,
P.V.C.
E T
STUB 0
150
150
- PAVEMENL_�&00
26 +25 26 +50 26 +75 27 +00
EXISTING STREET TREES TO BE MAINTAINED WTH
A 4' RADIUS UNDISTURBED SOIL BASE.
DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND
3q" AND 1" WATER METERS FOR DOMESTIC AND FIRE
SPRINKLERS PER WAS WS -09, WC -17 AT OWNERS
EXPENSE TO SERVE EX. RESIDENCE.
F`j4 PROPOSED 'CLEAN OUT
IR LWD S-25 /
I.E.= 155.65''
z_ PROPOSED
D MANFOLE o. - / 35 SEWER - LATERAL 25 MR
65.75' PER LWD S-3 EDGE OF - PER LWD 5 -17, S -25, N
1�I 1� .A� -,w —s �7 zo & S -32.
A.P.N. 254- 391 -10
f
27 +25 27 +50 27 +75 28 +00 28 +25
- REMOVE EXISTING TREES.
-NEW TREE (QUEEN PALM) AS REPLACEMENT.
DISTRICT TO DOWNSIZE EXISTING 1 1/2" METER
TO FUTURE DUAL METER, AT OWNERS EXPENSE.
EXISTING STREET TREES TO BE MAINTAINED WTH
A 4_ RADIUS UNDISTURBEDSOIL BASE.I
'T IN PLACE. EDG OF
POWER POLE.
FL
4'
z HP GAS PER DWG. No. 1982 115 WO
PR PROPOSED 8" P.V.C. EDGE OF-
1" GAS ^' , `65c /� - SEWER EXTENSION PAVEMENT
—EOL U -S !'1 E-. -
A.P.N. 254- 391 -50 SDR -35
20 10 0 20 40 60
f I
SCALE: 1 " = 20'
k x
R=I`
R =1�
LEVEL LINE 4
f 12
PROPOSED A.C. BERM
TYPICAL SECTION
NOT -TO -SCALE
SEWER LATERAL DATA TABLE
1.50 1 8"
MIN. MIN. FL
9 4»
LEVEL LINE
- 2»
EX. A. C. 12"
1.5" DEPTH GRIND INSTALL NEWINSTALL NEW A.C. PAVEMENT
AND OVERLAY BETWEEN EXISTING STREET EDGE OF
PAVEMENT & PROPOSED BERM. MATCH
EXISTING STREET EXISTING STREET SECTION
EDGE OF PAVEMENT
PROPOSED A.C. PAVEMENT
TYPICAL SECTION
NOT -TO -SCALE
SEQ.
LOT
STREET
INVERT
LENGTH
DROP TO
LATERAL
LATERAL
GROUND
DEPTH
PAD
UPSTREAM
BACKWATER
REMARKS
NO.
NO.
STATION OF
AT MAIN
OF
MAIN
ELEV.
SLOPE 9
ELEV.
BELOW
ELEV.
MH RIM
VALVE
LATERAL
LE.
LATERAL
AT PL
AT PL
PL
FT
ELEV.
REQ D
AT MAIN
PHONE (760) 736 -2040 FAX (760) 736 -4866
LE.
PL TO IE
1
PARCEL
1
265174
153.23'
27'
1.2'
155.65'
4.99
169.20'
1355'
170.50'
152.65'
NO
2
PARCEL
272681
15293'
26'
1.2'
155.88'
739
169.25'
1337'
177.50'
152.65'
NO
APPROVED
�1
�v1 1 WELL MONUMENT TO BE
-PRO D- ii<t PLACE.
PER DWG. No" 1982 -115 WO SHT 7
CONNECT PROPOSED 8" P.V.C. °o
SEWER DIRECTLY TO STUB OUT. N
\_EXISTING 5 FT. SDR -35 STUB,
K-EX MANHOLE- -& 30
RIM EL= 166.88' PER L D S -3 I
- ER 11784-
-X -Xi
NOTE: E&ELECTRIC.
CONTRACTOR TO OBTAIN APPROVED TRAFFIC CONTROL - WN FOR REFERENCE ONLY. APPLICANT
PLAN FROM CITY OF ENCINITAS TRAFFIC DIVISION, PRIOR PLICABLE PERMIT FROM SAN DIEGO
TO START OF ANY WORK IN STREET.
NOTE:
CONTRACTOR TO NOTIFY S.D. W.D. 48 HOURS PRIOR TO
EXCAVA77ON FOR SEWER. EXISTING 12" WATER NOT TO
BE EXPOSED DURING CONSTRUCTION.
NOTE:
ANY PAVEMENT OR OTHER PUBLIC IMPROVEMENTS DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED / REMOVED & REPLACED TO
SA775FACTION OF ENGINEERING FIELD INSPECTOR TO INCLUDE
ADD177ONAL PAVEMENT OVERLAY IF NECESSARY.
SEE SECTION A A DETAIL HEREON.
TYPICAL SECTION TYPICAL SECTION
SCALE I`10' SCALE 1 "=10'
PERVIOUS PAVERS TO BE MAINTAINED
BY PROPERTY OWNER PER MAINTENANCE
AND REMOVAL COVENANT
DOCJ/.- 2017 - 174009 REC'D
ON 4 -18 -17
PLANS PREPARED BY:
oq�Fc
SPEAR 8z ASSOCIATES, INC.
CIVIL F-NOINEERINO & LAND SURVEYING
��FO��pg
w
= C- 85436
m
ti 475 PRODUCTION STREET, SAN MARCOS, CA 92078
PHONE (760) 736 -2040 FAX (760) 736 -4866
�Iq
WWW.SPEARINC.NET
CIV11
OF CAO`��
REV. NO.
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
AS -BUILT
DESIGNED
Y
ENGINEERING
DEPARTME APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
NJD
NJ
JRZ
REVISE STREET IMPROVEMENTS
-y►1
CITY OF ENCINITAS STATION "134WCCS1"
PLANS PREPARED
UNDER SUPERVISION OF
RECOMMENDED
APPR
IMPROVEMENT PLAN FOR:
1117 EOLUS AVE.
SE QUADRANT OF THE INTERSECTION OF LEUCADIA
BLVD & ORPHEUS ST. IN THE S'LY SIDEWALK OF
HORIZONTAL: 1 " -20'
_
DATE :1- 17 - 18
BY:
BY:
WARREN SCOTT
12955 -I
LEUCADIA BLVD. 3' FROM FACE OF CURB & 37'
NICHOLAS DAMPF DATE
MASIH MAHER
J,. / GH �ruH6�t Mk40ei�tJ
E'LY OF TRAFFIC SIGNAL ON THE CORNER.
VERTICAL: 1 " -4'
!'
R.C.E. NO.: 85436
254 - 392 -06
RECORD FROM: R 18416
ELEVATION: 178.54 DATUM: NA W88
NICHOLAS DA F
EXP. 9 -30 -18
DATE:
DATE:
PLANNING CASE NO: 16 -063 TPM /CDP
SHEET 3A OF 3
REVIEWER
IINSPECTORI
SENIDR ENGINEER