2010-10536 I (Plans)LA PLANS �� CONSTRUCTION STATEMENT OF ENGINEER OF WORK
PROJECT , "''' THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER COMPLIES WITH THE GENERALLY ACCEPTED
LOCATION h STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
SHORE VIEW;,.„ U� STREET IMPROVEMENTS PERFORMED HEREIN SHALL IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO
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LANE w THE EXTENT THAT THE ENGINEER HAS CONTROL OF SUCH PERFORMANCE. THE ENGINEER FURTHER AGREES THAT ANY
o S11 PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
PREPARED BY THE ENGINEER, IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR
LEUCADIA ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
�ti OF ENCINITAS
BLVD. sy SHEET INDEX OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
`c z w �T -v9�° ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
° o F ° NEGLIGENT ACTS, ERRORS, OR MISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE
9y p SHEET 1 - TITLE SHEET LEGEND AND SCOPE OF SUCH AGENCY D EMPLOYMENT ND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
S21 ° 5 SHEET 2 - KEY MAP, TYPICAL SECTIONS, DETAILS p
S9 w0• ENCVD. SHEET 3 - HALIA COURT; STA 9 +61 THRU 12 +79 DESCRIPTION STD DWG SYMBOL SIGNATURE: i'- DATE:
v T B SHEET 4 - SHELBY LANE; STA 10 +00 THRU 11 +97 DOU PAUL
FI SHEET 5 - HYMETTUS AVENUE; STA 6 +29.66 THRU 9 +79.26
ENCINITAS �� °yT EXIST CABLE TELEVISION LINE CTV
0 SHEET 6 - SHORE VIEW LANE; STA 0 +95.80 THRU 6 +29.66
�p y SHEET 7 - SDG &E RELOCATIONS EXIST WATER LINE -- w
SANTA FE DR. O s o .1 0 EXIST SEWER LINE E ................ .................... BMP NOES RELA� IVE TION CONTR dATE'. �' lD (¢
9 ABBREVIATIONS EXIST ELECTRICAL E �
2 EXIST TELEPHONE T
EXIST GAS MAIN CONSTRUCTIONACTIVITY CHAEL 0.5 Llld/E /TZE/? RC.E• 658
ro BIRMINGHAM cai �� S9 AC = ASPHALT CONCRETE PP = POWER POLE - 5WS CA AS11/E,E)FIA/G, /^/G •
DRIVE w G1F5 ARHM - = EXIST STORM DRAIN =-- S 26/ ALITL/Md! n�•.5TE -1 /5
- ASPHALT RUBBERIZED HOT MIX PRC POINT OF REVERSED CURVE CONCRETE WASHOUT:
0 BC = BEGIN CURVE PVC = POLYVINYL CHLORIDE PIPE EXIST CONTOURS _._. -1 ___.__ -- SA,cI MA.eW.S, CA. 9Wa-q 725L.&40)74¢ -00 //
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VICINITY MAP BO = BLOW OFF PVMT = PAVEMENT EXIST RIGHT -OF -WAY LINE * CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUAT WA UT A TO CONTAIN SHOUT
BOC = BACK OF CURB (R) = RADIAL BEARING ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLA R AN E LIK NTO ST ATER
NO SCALE BW = BOTTOM OF WALL RCP = REINFORCED CONCRETE PIPE PROPOSED RIGHT -OF -WAY LINE CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
PAUL CAB = CRUSHED AGGREGATE BASE REQD. = REQUIRED PROPOSED CONTOURS 60
SA CMP = CORRUGATED METAL PIPE R/W = RIGHT OF WAY CONSTRUCTION SITE ACCESS:
2 ELIJO DG = DECOMPOSED GRANITE SBF = SOUTH BAY FOUNDRY GRADED SLOPES
LAGOON EC = END CURVE SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS * A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING
EP = EDGE OF PAVEMENT SDWD = SAN DIEGUITO WATER DISTRICT
GENERAL NOTES EX,EXIST = EXISTING SMH = SEWER MANHOLE PROPOSED SPOT ELEVATIONS 65.5. DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS /PLATES.
FH = FIRE HYDRANT SO = SLIP ON CONSTRUCTION VEHICLES:
FL = FLOWLINE ST LT = STREET LIGHT LOT LINE
FLG = FLANGE TB = TOP OF BERM DAYLIGHT LINE * A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING,
1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT FS = FINISHED SURFACE TRANS = TRANSITION VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. GV = GATE VALVE TC = TOP OF CURB GRASS
HORIZ = HORIZONTAL TW =TOP OF WALL z EROSION CONTROL:
2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. IE = PIPE INVERT ELEVATION TYP = TYPICAL
LIP = GUTTER LIP VC = VERTICAL CURVE BIOSWALE * EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER
LWD = LEUCADIA WASTEWATER DISTRICT VERT = VERTICAL
OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. VEGETATION, AND BONDED FIBER MATRIX.
MAR = MANUAL AIR RELEASE WAS = WATER AGENCY STANDARDS DECOMPOSED GRANITE TRAIL
4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PCC = PORTLAND CEMENT CONCRETE X -GTR = CROSS GUTTER * NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR PCR = POINT OF CURB RETURN (72.89) = EXISTING ELEVATION
KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE COLD PLANE AND AC OVERLAY SEE GEN. NOTE 2
PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES *DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD BASIS OF COORDINATES AC PAVING OVER CLASS II BASE PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
OR NOT SHOWN ON THESE PLANS. NAD 83 (1991.35 EPOCH
EXISTING 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON ENC -05 (PT NO. 1005) 134WCCS1 (PT NO. 1024) (THICKNESS PER SECTIONS ON SHT 5) TOR D EAVOUNNECESSARYEREMOVALNOF THE NATURAL GROUNDCCO ER. DO LARGE NOT RPROJECTS EMOVE THE SL ORESHRUBSRUNNECESSARILYES
SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE N 1972447.581' N 1968854.614' THEY HELP DECREASE EROSION.
E 6242287.976' E 6242001.192'
CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND TRENCH RESURFACING PER CITY OF ENCINITAS STANDARDS
FACILITIES, PRIOR TO THE START OF ANY WORK. WORK WHICH CROSS PROPOSED NEW STORM ELEV 172.235' (NGVD 29) ELEV 176.391' (NGVD 29) * TEMPORARY VEGETATION MUST BE PLANTED ON EXPOSED SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
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DRAIN PIPE, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS, IF REVISIONS RECORD OF SURVEY 18416 RECORD OF SURVEY 18416 4" PCC SIDEWALK a FOR EROSION CONTROL PURPOSES. EROSION SHALL"-BE-PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
ARE NECESSARY BECAUSE OF ACTUAL LO .CATION OF-EXISTING FACILITIES. '° GRASSES TO SHIELD AND BIND THE SOIL.
6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO FD. 2" IRON PIPE WITH TAG STAMPED "RCE FD. 2.5" DISC IN SIDEWALK IN THE VEGETATED SWALE SEE SECTION B SHEET 5 * CONTRACTOR SHALL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 29577" AT A 20' OFFSET TO THE CENTER SOUTHEAST QUADRANT OF LEUCADIA BLVD. W W W W W W W COMPLETE.
COMPANY REPRESENTATIVES. OF CUL -DE -SAC AT THE NORTHEAST END AND ORPHEUS AVE., 37' EASTERLY OF
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE OF ARBOR COURT. TRAFFIC SIGNAL, * WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED, SUBJECT TO SITE CONDITIONS.
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CONCRETE DRIVEWAY 5" PCC w / #3Q18 "OC (IN R /W)
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE FIRE DEPARTMENT NOTES
SAN DIEGO GAS & ELECTRIC COMPANY. ON -SITE CONSTRUCTION MATERIAL STORAGE
TELEPHONE: (800) 422 -4133 1. ALL EXISTING FIRE HYDRANTS WILL BE REPLACED WITH HYDRANTS OF A BRONZE TYPE AND SHALL HAVE TWO 0" CURB -TYPE B -1 SDRSD G -6 MOD
(2) 4" OUTLETS AND ONE (1) 2j" OUTLET. THE HYDRANT SHALL MEET CURRENT FIRE DEPARTMENT 6" CURB & GUTTER TYPE 'G' G -2 * STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK STANDARDS FOR COMMERCIAL FIRE HYDRANTS. STORE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR
NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 2. CURBS ON STREETS HAVING ON- STREET PARKING SHALL RECEIVE RED STRIPING EXTENSIONS 15' EACH SIDE 4" CURB -B -1 PCC SDRSD G -6 MOD ALL FUEL STORED ON -SITE.
TELEPHONE: (619) 546 -3606 OF THE HYDRANT AND SHALL MEET ENCINITAS FIRE DEPARTMENT STANDARDS. 4" TYPE 'B -1' MODIFIED MEDIAN CURB G -6
C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK 3. CONTRACTOR TO INSTALL BLUE RAISED PAVEMENT MARKERS AT FIRE DEPARTMENT CONNECTIONS TO MEET , • * ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING
NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. ENCINITAS FIRE DEPARTMENT STANDARDS. DRIVEWAY APRON G -14B MOD MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN 4. INSTALL A TWO SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
THE PROJECT AREA TELEPHONE: (760) 633 -2709. HYDRANT SIDE. 24 RCP STORM DRAIN (P2rVtrro) PER 10536 -G - -- MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
_ - --
D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK TRAFFIC CONTROL NOTES: ® TRAINING
NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TYPE C CURB INLET -
1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, *CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WIT I
NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND TYPE 'B -2' CURB INLET (LENGTH PER PLAN) D -2 THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO
CONTACT COX CABLE TELEVISION COMPANY. MAINTENANCE WORK ZONE (1985 EDITION) EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
TELEPHONE: (800) 422 -4133 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH TYPE 'A4' CLEANOUT D -9 a STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9:00 A.M. TO 3:00
INSPECTOR. P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL RETAINING WALL PER PLAN WASTE MANAGEMENT
TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9 :00 A.M. AND AT ALL TIMES
8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN CONCRETE CROSS- GUTTER * CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS.
WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. .,.•''' DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. _ yY IS STRICTLY PROHIBITED.
REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. STREET LIGHT AND ANCHOR BASE FOUNDATION PER SDRSD E -1 C) ---��
AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. (100 WATTS H.P.S.) * NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
9. PRIVATE IMPROVEMENTS WITHIN THE PUBLIC, RIGHT -OF =WAY DESIGNATED TO BE REMOVED SHALL 6. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 2" BLOW OFF WAS WB -02, WC -17 DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LID
BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
PUBLIC RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 2" MANUAL AIR RELEASE WAS WA -02, WC - 17 ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
THE CONTRACTOR. B. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL. TIMES DURING SEWER SERVICE LWD S -17, S -18, S -25
PROJECT CONSTRUCTION. WATER SERVICE WAS WS -09 MODIFIED TO SIT FLUSH WITH BOC , WC -17 n * MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN ( ) CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN
PLACE. NO LANDSCAPING OR IMPROVEMENTS OTHER THAN AS DESIGNATED FOR REMOVAL SHALL BE OWNER NAME: SITEADDRESS: 8" PVC SEWER LINE LWD S -11, S -12 � g g APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL,
DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. SY bEH8ABI 1492 HYMETTUS AVE CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ANY MONUMENT OR BENCHMARK WHICH 2850 REDHILL AVE, SUITE 200 ENCINITAS, CA 92024 WATER LINE WAS WP -01, WP -02 -w W DUMPSTERS CALL EDCO AT (760) 436 -4151.
IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL SANTA ANA, CA 92705 APN: 254 - 102 -52, 254 - 102 -53 WATER VALVES (SIZE AND TYPE PER PLAN) WAS WV -02 0
ENGINEER OR A LICENSED LAND SURVEYOR. A CORNER RECORD, CERTIFICATE OF COMPLIANCE OR
RECORD OF SURVEY SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR LEGAL DESCRIPTION: Cl f4 VEtJ111tzE5 NONtE6V I DItJ i LLG FIRE HYDRANT (RESIDENTIAL) WAS WF -01 --®-� POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
SHALL FURNISH, TO THE CITY OF ENCINITAS, PROOF OF RECORDING. SEWER MANHOLE LWD S -3, S -4 * PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE
PARCEL 1 AND 2 OF PARCEL MAP 3264, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF SMH # SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
12. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CALIFORNIA, ACCORDING TO MAP THEREOF FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN NS "�
CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND DIEGO COUNTY, NOVEMBER 29, 1974. F__ �\ ROUTINELY SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
PAVING. BIO RETENTION BASINS QROFesso - u
C1AN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STORMWATER
13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE - CONSTRUCTION MEETING AS ° F r POLLUTIO f(T RELATIVE TO CONSTRUCTION ACTIVITIES
�49ne /S Cp��ltica ° tic �/� I
AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760- 633 -2770 � o ° � "•� �s
14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION " FOR MORE INFORMATION ON STORMWATER
OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 gwrF• ¢.3.1 s� POLLUTION CONTROL MEASURES AND
�,v, f2 3d a REQUIREMENTS PLEASE CONTACT THE
OF THE STANDARD SPECIFICATIONS. q CNgEL D. l ZER R.C.E. 59ls.5C
TF OF OAL &° 5W51G! R /�(/G I.UC. ,�" ' ENGINEERING DEPARTMENT, CITY OF
15. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR 2W AUT& OR�., CA .90069 ENCINITAS AT (760) 633 -2770
VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS- BUILT" T _ BMP PROJECT STATUS 9 '� GO 4'4- 90069 SDWO W08 -080
DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED.
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED COUNTY OF SAN DIEGO DEH ENCINITAS -PLANNING DEPARTMENT SAN DIEGUITO WATER DIST.
16. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT -OF -WAY WITHOUT BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR
APPROVAL BY THE CITY ENGINEER. PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION APPROVED APPROVED REVIEWED BY: REVIEWED BY APPROVED
17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO CONTROL FACILITIES°
OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS DES N OUP °� BY BY�d;Cr . SrA'
WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. Engin ing & Planning lions RECORDED ON A-1- �t - _ - 7 / / 3 -Z ���
91 ino Del Mar Suite 225, Del Mar, 2014 q / / ✓cJ ,( ,t,....- �rrY..- d+^ 2. 0/ BY e
ne(858) 350.5845 fax (858)350 AS DOO. #: a�I I'C�6�6g l DATE DATE 3���'� AT DATE LAIR KNOLL DATE
www.thepauldesigngroup.com SIGNATURE EXPIRES 2 YEARS AFTER DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE LEUCADIA WASTEWATER DIST. DESIADA BY DRAWN ADA BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
s -ETA 3 4,5 Cp DESCRIPTION: FD. 2" IRON PIPE WITH DISC PUBLIC SEWER SYSTEM APPROVAL ANS PREPARED UNDER SUPERVISION OF RECOMMENDS S? P E PUBLIC IMPROVEMENT PLANS FOR:
S6ht/FR SHiS S1iG Lp t LT A STAMPED "RCE 29577 ". APPROVED BY: LWD DISTRICT ENGINEER
4A 11A 7-,5111 LOCATION: 20' 0/S TO THE CTR OF HORIZONTAL N/A 4S „ DATE: � BY: BY: - 149 2 HYMETTUS AVE. 10536-1
CUL -DE -SAC AT NE END OF ARBOR CT. 22606 MASIH MAH R PETER COTA- ROBLES
r,wO.W. CHb FAME 15E WK b RECORD FROM: STATION 1005 ENC. CITY BM'S Nf�ME RCE, ! ATE R.C.E. NO.: DATE: 3/3 / 1 ( DATE:
?VA IIYM' FI *S CIX� ELEVATION: 174.391 DATUM: NAVD88 VERTICAL N A / � � UG C. PAUL EXP.: 12/31/11 PUBLIC IMPROVEMENTS
OBI SNELB FIRM EXP. DATE R.C.E. NO.: R.C.E. NO.: 09 -135 TMDB /CDP /DR /EIA y /O- 079 0A1C ,0 SHEET 1 OF 7
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UCADIA WASTE WATER DISTRICT NOTES:
I �
- 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OR 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
\ '
\ 9 SPECIFICATONS FOR PUBLIC. WORKS NS
I CONSTRUCTION ( GREENBOOK) AND THE REGIONAL STANDARD
DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS
/ ,• N�a °as'S1n,� _ GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED
AT ALL TIMES WITHOUT EXCEPTION.
4. HAVE A COPY OF TH
THE CONTRACTOR SHALL E SEWER NOTES 2. & 3. DOCUMENTS ON THE
JOBSITE AT ALL TIMES.
�- - 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AR AFTER THE DATE OF
- _ FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE
4
DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS %NITHIN 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 GUARANTEES THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES.
r 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL
MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH
S - - - 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.
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9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR
CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TC
_ CONSTRUCTION
'I
tI
10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE
JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES.
v
!� 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO
,,,. THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER
`° �Ij j ` "° I 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
- N °
T Z " . - ". ,I _ FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING
- SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA
ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF
THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO
N
EXCAVATION.
'11 Y LANE
_•_w Q S HEL ..
v
LA
I'
��� - 12. ALL SEWER FACILITIES .SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR
SHEEr SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED
INCLUDING PLACEMENT AND COMPACTION 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
N I ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE
{ I DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING
PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED.
L f j-
,.. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES
SHOWN ON .THESE PLANS WAS
? I OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE
L J Y PRIVATE ENGINEERS KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON
W
OO
THESE PLANS. ATTENTION S CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR
l hi` p
i ` - 4•,,} *` k �' " STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS.
r- ✓ I THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN
ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. -
14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF TH
r Z � .:. : -; E ACCURACY
F c
OF THE LOCATION -
ON OF, OR THE EXISTENCE OR NON-EXISTENCE O ENCE OF, ANY UNDERGROUND UTILITY,
Q.. PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
t
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY
\ I STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING,
LU 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY
REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY.
W a I 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES
- I ; THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE
WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER
i I
LENGTHS SHOWN ARE FROM CENTER OF MANHOLE 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 INITIA
MYLARS. LED APPROVAL ON THE
20 S CONTRACTOR RESPONSIBLE F
R I I
OR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE
SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE
"
-BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE
PROJECT.
i
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND
\ �/ ` _ ✓' I LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE
NOR OF
BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF .WORK.
22
E
.THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS
S�i I ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO
RE- ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW.
LL PROVIDED
23 A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE BETWEEN THE SEWER PIPE
� AND ANY OTHER UTILITIES.
DESIG ROUP
En9inee r P'ann1 Solutions
915 Camino Mar Suite 225, De ar, CA 92014
phone (8 3505845 fax I8 350.9745
REVISIONS
a�5 - rsui,L
KEY MA
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W� .00AS O Fy
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NO. 608 m
E .12- 11 A
S nvo
qTF OF CA1 -�O�
APPROVED I DATE
24.
SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LWD STD
�.. -
DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS.
25.
CONNECTIONS TO EXISTING 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 EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD
INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
z
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 NO MORE THAN TWO FEET (2') BELOW TOP OF ASPHALT 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 CONNECTION.
29.
ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND
COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND
PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES.
OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS.
REFERENCES DATE BENCHMARK
DESCRIPTION: ED. 2" IRON PIPE WITH DISC
STAMPED "RCE 29577 ".
LOCATION: 20' 0/S TO THE CTR OF
_ CUL -DE -SAC AT NE END OF ARBOR CT
RECORD FROM: STATION 1005 ENC. CITY BM'S
ELEVATION: 174.391 DATUM: NAVD88
SCALE
HORIZONTAL 1 " =60'
VERTICAL N/A
PLANS PREPARE
DOLT S. PAUL
UNDER SUPERVISION OF
DATE:
R.C.E. NO.: 22606
EXP.: 12Z31111
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.
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 ADAPTORS 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, 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. MH'S SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A
POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500 -2 OF THE
GREENBOOK FOR:
A. ALL NEW MH'S
B. ALL EXISTING MH'S WITH NEW CONNECTIONS
41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. PVC C900 OR
C905 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 THE 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 EXISTING
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 THE 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.
SEWER LATERAL CONNECTION NOTES
1. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING
WYES OR SHALL BE MADE BY 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
INSERTING WYES INTO AN EXISTING SEWER.
OWNER'S CERTIFICATE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE
PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE
FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
I FURTHER AGREE TO COMMENCE WORK ON IMPROVEMENTS SHOWN ON THESE PLANS
WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE
CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL
WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER
WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
DATE: l-------- - - - - --
SIGNATURE: UKE _______
TONY P R, VICE PRESIDENT
w" RE
- GF- EEdEABIf) 19 E9TS HH6 i! BEbhornic�- zria'rrrEotn "c$mr>- 8imrrnv'r -a-r
CITY VENTURES HOMEBUILDING, LLC, A DELAWARE LIMITED LIABILITY
COMPANY
2850 REDHILL AVE, SUITE 200
SANTA ANA, CA 92705
APPROVALS
RECOMMEND D l�P,
BY: BY:- I`
A H MA IR PETER
DATE: 3/ 311 DATE:
R.C.E. NO.: R.C.E. NO.:
SAN DIEGUITO WATER DISTRICT STANDARD 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. 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.
3. 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.
4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER
BOX FOR EACH RESIDENTIAL LOT.
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA
DIVISION OF SAFETY FOR ALL TRENCH WORK.
7. 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.
8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF
ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
10. THE DISTRICT REQUIRES THAT COMPACTION 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.
11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER
AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS.
12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48
HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF
PROJECT.
13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION.
14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
CONSTITUTE 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.
15. 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.
16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION 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.
17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
18. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING
WATER SERVICES.
19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING
WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT
ARE EFFECTED BY THEIR PROJECT.
20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS
WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER
ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION.
21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS
WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR
CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL 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 WITH DEFLECTION COUPLINGS FOR
ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS
WITH DEFLECTION 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 COMBINATION
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 THE BY THE DISTRICT'S REPRESENTATIVE.
22. 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.
23. 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.
CITY OF ENCINITAS ENGINEERING DEPARTMENT
RO PUBLIC IMPROVEMENT PLANS FOR:
oTA -ROBE 1492 H YM E TTU S AVE.
PUBLIC IMPROVEMENTS
09 -135 TMDB /CDP /DR /EIA
DRAWING NO.
10536 -1
SHEET 2 OF 7
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SEE SHEET
THE
DE SIG ROUP
Engineeri & Plannin olutions
915 Cami el Mar Suite 225, Del Ma , 92014
phone 8)350 -5845 fax (858)35 45
www.thePauldesigngroup.com
REVISIONS APPROVED DATE
its
J
EXISTING 6"
r
J.,- .... ..............................�
.fl��....1.^
BEARING /DELTA
� ..
. ........................._...
............_..................
19
14 °45'23"
0 1 '
111.92'
10
A
S2 °34'32 "W
28.97'
L3
S2 °46'14 "E
_
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+
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6
t % EX R
FAI
COLD PLA
OVERLAY
4 T
L�S 10A r7
ACTH
R/W
LAND-
SCAPE
WIDTH
32' i 32'
9' 20' 6' 20' 9' S
PLANTED
SEE DETAIL SEE DETAILe
ABOVE MEDIAN ABOVE
4.5' Di' PA-ritl 4.5'AS RAIW Qt.�,aS
D
BEARING /DELTA
� ..
'-
z .°
19
14 °45'23"
0 1 '
111.92'
10
A
S2 °34'32 "W
28.97'
FAI
COLD PLA
OVERLAY
4 T
L�S 10A r7
ACTH
R/W
LAND-
SCAPE
WIDTH
32' i 32'
9' 20' 6' 20' 9' S
PLANTED
SEE DETAIL SEE DETAILe
ABOVE MEDIAN ABOVE
4.5' Di' PA-ritl 4.5'AS RAIW Qt.�,aS
?M DRAWN \
(I5T,. BACK FLOW"
-LOCATE BEHIND
PER
+ v ^,' I s` - { °.,� _. (� "'i ,(� _ - - _ {rte" rLVJn Al frf LUVL Ur FMYIfYV 0 ur JX4 (,KUJrfLU KU(,t%
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. m.•avVGtlT LINE V
TUS ION A
- _ �_� A
HYMET S •y
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APP 254- 120 -13
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REFERENCES
CURB DATA TABLE
NO.
BEARING /DELTA
LENGTH
'-
REMARKS
19
14 °45'23"
0 1 '
111.92'
10
L2
S2 °34'32 "W
28.97'
L3
S2 °46'14 "E
221.79'
�
9f
-
_ _ __
_..
1.5%
1.5%
-
-
.._;_I
4 T
._
..
___- _ . _� - _... - .._.... _ _
— -
PROPOSED JOINT TRENCH
TYPE B -1 CURB PER SDRSD G -6 MODIFIED
a
TRENCH PER SDRSD M -15
TO BE FLUSH WITH EDGE OF PAVING
PE B- CURB PER SD G -6 MODIFIED
1 C R SDR IF
TO BE FLUSH WITH EDGE OF PAVING
PVC SEWER PIPE ��/
/
1
PROPOSED
—
" '
__
m
_ M -
co
SEWER MAEDN
II AB
PROPOSED 4
_ -�
m
co
lN
MEDIAN C7B
PROPOSED WATER MAIN
_�
T
PER DETAIL, SHT 3
SIZE PER PLAN
WI
SHELBY LANE
—
TYPICAL
SECTION
PROFILE.
HYMETTUS AVE.
-
NOT TO SCALE
_ ...... .. .... ....o __ ___
__ __
_ =
'._....... _ .. . _.
_ WEST
EAST
i
RIW
8 +00
9 +00
10 +00
54'
� PROPOSED SIGN
"NO PARKING FIRE LANE”
--w- DIRECTIONAL WARNING SIGNS
SEE
SHEET 4
27'
27'
I
TYPE W1 -6 (R)
AND TYPE N (CA)
_
?M DRAWN \
(I5T,. BACK FLOW"
-LOCATE BEHIND
PER
+ v ^,' I s` - { °.,� _. (� "'i ,(� _ - - _ {rte" rLVJn Al frf LUVL Ur FMYIfYV 0 ur JX4 (,KUJrfLU KU(,t%
co ! APN 254- 120 -03 , - - I��J� ��
-' - of o Lt4
AVENUE — SECTION —
. m.•avVGtlT LINE V
TUS ION A
- _ �_� A
HYMET S •y
4sf ; 1.:, I i p APN254 120 -12 = » `� s'- \ `� W$ i41 .�% NOT TO SCALE v
�..
I'
APP 254- 120 -13
F
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ADDED CO• t
A5 —04JI&
REFERENCES
CURB DATA TABLE
NO.
BEARING /DELTA
LENGTH
RADIUS
REMARKS
19
14 °45'23"
28.82'
111.92'
TRANSITION 6 " -4" CURB.
L2
S2 °34'32 "W
28.97'
L3
S2 °46'14 "E
221.79'
V Q
*TYPE B -1 CURB PER SDRSD G -6 MODIFIED (0" FACE)
NOTE.- AU tSlemol !0/1AIAl AA)A �
0 20 40 60 80 THE TURF BLOCK SWALES AND MEDIANS (AND ANY ASSOCIATED LANDSCAPING)
NOTE: EXISTING SEWER LATERALS SHALL BE DISCONNECTED FROM EXISTING SEWER MAIN Q
AND RECONNECTED TO PROPOSED SEWER MAIN. CONTRACTOR IS RESPONSIBLE FOR H YME TTU !`1 VENUE ARE TO BE MAINTAINED BY THE HOA AND ARE ALLOWED PER PERMANENT
CONTINUED SEWER SERVICE TO HOMES. ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT RECORDED.,t
SEWER DATA (LWD)
NO.
BEARING
LENGTH
REMARKS
NO2.51'53 "E
1 345.60'
8" PVC (SDR -35)
'U Q
V
SCALE: 1 = 20 ASDOC#101(- 033%C?ll> AA10 Y"Alrkrr. A&Adr4/N+tFm NOTE: SEWER LENGTHS ARE TO OUTSIDE OF SEWER M.H. N
N "C. ul S RS A®G. 11-633 85 Sl
DESIGNED BY DRAWN BY CHECK D BY
DATE BENCHMARK SCALE ADA I ADA I DCP APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION: FD. 2" IRON PIPE WITH DISC PLANS PREPARED UNDER SUPERVI ON OF REC^O,MMENDE P&R D PUBLIC IMPROVEMENT PLANS FOR:
STAMPED "20' 29577 HORIZONTAL 1 " =20' DATE: BY: A ,• BY: �� 1492 H Y M E T T U S AVE. 1 0 5 3 6- 1
LOCATION: 20' O S TO THE CAR OF MASIH MAHE PETER COTA- ROBLES
CUL-DE-SAC AT A END 0 ARBOR CT. R. C. E. NO 22606 D,�TE: 3. 31 I DATE: IQ�G ��/ PUBLIC IMPROVEMENTS
RECORD FROM: STATION 1005 ENC. CITY BM'S VERTICAL 1 „_2, DOU PAUL 12/31/11 � "T
ELEVATION: 174.391 DATUM: NAVD88 EXP.: R.C.E. NO,- R.C.E. NO. 09 -135 TMDB /CDP /DR /EIA SHEET 5 OF 7
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NORTH POINTE SEWER LATERAL TABLE
UPS MH Coordinates
Pipe
Length
STREET
STA. OF
INVERT
INVERTAT
MAIN
LENGTH
DROP TO
LATERAL
LATERAL
GROUND
DEPTH
PAD ELEV.
UPSTREAM
BACKWATER
Upstream
SEQ. NO.
LOT NO.
LATERAL
AT MAIN
ADJUSTED
OF
MAIN
ELEV. AT
o
SLOPE ( /o)
ELEV. AT
BELOW PL
(FT)
MH RIM
VALVE REQ'D
REMARKS
QPPt#P128125
AT MAIN
(IE)
**
(IE)
LATERAL
) K=
PL (IE)
PL
(PL TO IE)
ELEV.
�r
UPS
OWN
x
y
Address
Description
Address
Description P
CONNECTION TO MAIN PER LWD STD.DWG
1
1
11 +19.52
132.13
133.33
22.00
1.20
133.86
2.41%
138.16
4.30
140.70
139.82
S -17
;Py'pe-S 3 N411
-Type 5- 3 -R4FIn-
CONNECTION TO MAIN PER LWD STD.DWG
2
2
9 +88.99
133.17
134.37
40.49
1.20
136.11
4.30%
140.41
4.30
141.10
140.68
S -17
A G-fill ovr-
CONNECTION TO MAIN PER LWD STD.DWG
3
3
9 +84.60
133.19
134.39
32.52
1.20
136.25
5.72%
140.55
4.30
141.20
140.68
S -17
Type S -3 MH -
CONNECTION TO MAIN PER LWD STD.DWG
4
4
10 +02.88
133.02
134.22
43.74 1
1.20
136.30
4.76%
140.60
4.30
142.10
140.52
5 -17
Type S -3 MH -
intersection of
CONNECTION TO MAIN PER LWD STD.DWG
5
5
10 +07.89
133.00
134.20
44.24
1.20
136.03
4.14%
140.33
4.30
142.40
140.52
S -17
1011,
03 -0426
to
03 -0425
6240202.4,E
197318&%
tim
8
CONNECTION TO MAIN PER LWD STD.DWG
6
6
10 +13.18
132.98
134.18
39.60
1.20
136.20
5.10%
140.50
4.30
142.20
140.52
UPS"AM 1i A CaAA Oor
S -17
ype S 3 MH -
-
Type -S-3-M 77
CONNECTION TO MAIN PER LWD STD.DWG
7
7
10 +81.60
132.91
134.11
17.36
1.20
135.15
5.99%
139.45
4.30
141.80
140.52
S -17
1492 Hymettus
South cul de sac
1492 Hymettus
South cul de sac
CONNECTION TO MAIN PER LWD STD.DWG
8
1 8
10 +62.13
133.07
1 134.27
17.00
1.20
134.75
2.82%
139,05
1 4.30
141.30
137.99
1
S -17
7.38
SMT
ANG
1
2
CONNECTION TO MAIN PER LWD STD.DWG
9
9
11 +62.09
133.37
134.57
17.00
1.20
134.91
2.00%
138.32
3.41
140.80
137.99
S -17
Type S -3 MH -
intersection of
CONNECTION TO MAIN PER DETAIL, IMP SHT
10
10
12 +13.91
133.58
133.75
33.55
0.17
134.42
2.00%
137.84
3.42
138.60
137.99
3
South cul de sac
1492 Hymettus
Halia Ct and
03 -0428
to
CONNECTION TO MAIN PER DETAIL, IMP SHT
11
11
12 +31.95
1 133.54
133.71
40.21
0.17
134.51
2.00%
1 138.05
3.54
135.40
137.99
X
3
ANG
2
3
CONNECTION TO MAIN PER DETAIL, IMP SH -i
12
12
12 +36.95
133.56
133.73
38.75
0.17
134.50
2.00%
138.02
3.52
135.90
137.99
X
3
intersection of
intersection of
CONNECTION TO MAIN PER DETAIL, IMP SHT
13
13
12 +56.05
133.72
133.89
27.80
0.17
134.44
2.00%
137.89
3.45
135.70
137.74
X
3
Shelby Ln &
03 -0425
to
03 -0424
6240220.91
CONNECTION TO MAIN PER DETAIL, IMP SHT
14
14
12 +64.85
1 133.76
133.93
28.86
0.17
134.50
2.00%
137.90
3.40
135.70
137.74
X
3
2
Type S -3 MH -
CONNECTION TO MAIN PER DETAIL, IMP SHT
15
15
12 +60.45
133.74
133.91
40.07
0.17
134.71
2.00%
1 138.13
3.42
136.30
1 137.74
X
3
intersection of
intersection of
CONNECTION TO MAIN PER DETAIL, IMP SHT
16
16
12 +41.95
133.58
133.75
53.16
0.17
134.81
2.00%
138.21
3.40
136.20
137.99
X
3
03 -0424
to
03 -0415
1 6240426.41
1973002.46
345.60
CONNECTION TO MAIN PER DETAIL, IMP SHT
17
17
12 +24.84
133.54
133.71
55.13
0.17
134.81
2.00%
138.62
3.81
135.60
137.99
X
3
Type S -4 MH -
CONNECTION TO MAIN PER LWD STD.DWG
18
18
11 +77.00
133.35
133.52
37.00
0.17
134.26
2.00%
139.09
4.83
135.90
137.99
X
S -17
intersection of
CONNECTION TO MAIN PER LWD STD.DWG
19
19
11 +19.62
133.11
133.28
40.48
0.17
134.09
2.00%
139.71
5.62
136.80
137.99
X
S -17
* FOR LOTS 1 -9, 18, 19 THE ADJUSTMENT IS 1.2' PER THE STANDARD DRAWING S -17. FOR LOTS 10 -17 THE ADJUSTMENT IS 2" HIGHER THAN THE 8" MAIN INVERT
* *REFER TO DETAIL ON SHEET 3, S -17 AND S -24 FOR DROP TO MAIN REQUIREMENTS.
Manhole ID Number
UPS MH Coordinates
Pipe
Length
Pipe
Diameter
pipe
Slope
Location of Manhole (Address)
MH Rim El. (feet)
MH Depth (ft)
Manhole Type
(ANG,STD,DE,DRP,SMT)
No. of Lines through
MH
Comments
�
254 140 -20
*
Upstream
Downstream
LOT 9
EXISTING' POLES
OVERHEAD LINE I
(feet)
(IN)
Material
( /oo )
�.= -- - - - - --
f
I A 20
'I . 254 -11
QPPt#P128125
;
LOT.8
CONNECT TO NEW
) K=
UNDERGROUND
�r
UPS
OWN
x
y
Address
Description
Address
Description P
UPS
DWN
UPS
DWN
UPS
DWN
UPS
DWN
fl,',i: :
LOT 5
;Py'pe-S 3 N411
-Type 5- 3 -R4FIn-
-TAUS MN MS 61 1
A G-fill ovr-
Type S -3 MH -
Type S -3 MH -
intersection of
(
741-
141k W
1492 Hymettus
North cul de sac
1492 Hymettus
Halia Ct and
1011,
03 -0426
to
03 -0425
6240202.4,E
197318&%
tim
8
PVC
0.4
Avenue
of Halia Ct
Avenue
Shelby Ln
139,82
X4-,4 33--
7.00
ANG
ANG
2
3
UPS"AM 1i A CaAA Oor
-+3;? g.
ype S 3 MH -
-
Type -S-3-M 77
1492 Hymettus
South cul de sac
1492 Hymettus
South cul de sac
03 -0429
to
03 -0428
6240237.23
1972914.61
15.02
8
Avenue
of Halia Ct
Avenue
of Halia Ct
140.68
140.52
7.47
7.38
SMT
ANG
1
2
Type S -3 MH -
Type S -3 MH -
intersection of
1492 Hymettus
South cul de sac
1492 Hymettus
Halia Ct and
03 -0428
to
03 -0425
6240225.80
1972929.82
50.00
8
PVC
0.4
Avenue
of Halia Ct
Avenue
Shelby Ln
140.52
139.82
7.48
7.00
ANG
ANG
2
3
Type S -3 MH -
Type S -3 MH -
intersection of
intersection of
1492 Hymettus
Halia Ct and
1492 Hymettus
Shelby Ln &
03 -0425
to
03 -0424
6240220.91
1972983.60
206.36
8
PVC
0.4
Avenue
Shelby Ln
Avenue
Hymettus Ave
139.82
138.67
7.20
6.84
ANG
ANG
3
2
Type S -3 MH -
Type S -4 MH -
intersection of
intersection of
1492 Hymettus
Shelby Ln &
1455 Hymettus
Hymettus Ave &
03 -0424
to
03 -0415
1 6240426.41
1973002.46
345.60
8
PVC
0.4
Avenue
Hymettus Ave
Avenue
Shore View Ln
138.67
1 142.58
7.04
12.34
ANG
ANG
2
2
Type S -4 MH -
intersection of
1455 Hymettus
Hymettus Ave &
407 Shore View
03 -0415
to
03 -0405
6240443.88
1972653.30
262.90
8
PVC
0.4
Avenue
Shore View Ln
Ln
Type S -4 MH
142.58
144.77
12.54
15.79
ANG
STD
2
2
Type S -3 MH - in
407 Shore View
347 Shore View
cul de sac of
03 -0405
to
03 -0395
6240186.12
1972584.07
262.96
8
PVC
0.4
Ln
Type S -4 MH
Ln
Shore View Ln
144.77
1 134.20
15.89
6.38
STD
STD
2
12
C
T
E
0
C
U oe
ui
DESIG KOUP
o Engineering Plannin olutions
915 Camino A` ar Suite 225, Del CA 92014
P hone (85 50.5845 fax (858) 9745
CZ) 0- wwAhepau ldesigngrou p.com
• = Er�iv
REFERENCES DATE BENCHMARK
DESCRIPTION: FD. 2" IRON PIPE WITH DISC
STAMPED "RCE 29577 ".
LOCATION: 20' 0/S TO THE CTR OF
.� CUL -DE -SAC AT NE END OF ARBOR CT.
RECORD FROM: STATION 1005 ENC. CITY EM'S
ELEVATION: 174.391 DATUM: NAVD88
SCALE
HORIZONTAL 1 " =80'
VERTICAL N/A
�O Q�pF
S C '9S'o
JG�P ,o Amy
W
NO 22666 m
K EXP. 12 -ai -H A
l�, CIy 14 S-
PL NS PREPARED UNDER SUPERVISION OF
DATE:
R.C.E. NO.: 2606
DA C. PAUL EXP.: 12/31/11
APPROVALS
R�ELC�1lO/��M M E N D
D
BY. BY.
MASIH MAHrR PETERd
DATE: 2.1 Stu I DATE:
R.C.E. NO.: 42519 R.C.E. NO.:
LOT 11 1 LOT 12
3'
1
�
LOT 10
I; I
r I
d I
I I
RT i
I N
I
�
254 140 -20
*
I
LOT 9
EXISTING' POLES
OVERHEAD LINE I
I
�r�
I
�.= -- - - - - --
f
I A 20
'I . 254 -11
QPPt#P128125
;
LOT.8
CONNECT TO NEW
) K=
UNDERGROUND
�r
LOT 7
LOT 6
s �
fl,',i: :
LOT 5
LOT 4
PARKWOOD LANE
LOT 15
TO M4 REMOVED
SERVICES TO BE
LOT 131 LOT 1�/ LOT 16
Q�
Z'
f7
LOT 17
EXISTING POLE
TO BE REMOVE
PP# P27534
LOT 18
EXISTING POLE -
TO BE REMOVED
- e## P22678
EXISTING
TO BE RE
LOT
LOT 3 \ LOT 2
. . .
Off JIIII
2176
240 320
I
i
- -- - - - - --
1
�
I; I
r I
d I
I I
12679-- ,.__1- I D------ - - - - -a
I
I
I N
I
�
254 140 -20
*
I
1,3
EXISTING OVERHEAD
POWER COIyNECTED
ON EAST OFIEOLUS AVE
TO REMAIN
'i w
X
1 40 -12 i o
I II
I I
I I
I I
I I
I I
I I
I I
I I
C I TY O E E N C I N I TA S ENGINEERING DEPARTMENT I DRAWING NO.
PUBLIC IMPROVEMENT PLANS FOR:
1492 H YM ETTU S AVE.
PUBLIC IMPROVEMENTS
09 -135 TMDB /CDP /DR /EIA
10536
SHEET 7 OF 7
al
4
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a
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N 1 V-
I N
�
I
OVERHEAD LINE I
I
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I I
12 1
`
f
I A 20
'I . 254 -11
�I
CONNECT TO NEW
UNDERGROUND
I I
I I
I I
I I
I I
I I
I I
I I
C I TY O E E N C I N I TA S ENGINEERING DEPARTMENT I DRAWING NO.
PUBLIC IMPROVEMENT PLANS FOR:
1492 H YM ETTU S AVE.
PUBLIC IMPROVEMENTS
09 -135 TMDB /CDP /DR /EIA
10536
SHEET 7 OF 7
al
4
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a
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