2010-10500 G (Plans) RIGHT OF WAY NOTE NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON CONCRETE
WASHOUT
OWNER ?
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE CURTIS AND PAMELA VONDER REITH Zn v
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, 7003 HOLYROOD DRIVE, MC LEAN,VA '0
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY STUCCO, PLASTER AND THE LIKE
INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. 22101-1553
EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
SITE ADDRESS SITE r r� `
DRAINAGE NOTE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR 151 La Veta
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONSTRUCTION SITE ACCESS 151 LA VETA LO
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NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.WATER IS COMMENCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED
FOR VEHICLES EGRESS AND INGRESS TO ENCINITAS, CA 92024
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO A. SEWERS - CSD - (760)-633-2770 PREVENT TRACKING DIRT OFF SITE. THIS
SHALL INCLUDE USING MATERIAL SUCH AS 3"CRUSHED ROCK AND/OR 256-391-23 S N
AN APPROVED DRAINAGE FACILITY. B. GAS & ELECTRIC - SDGE-(760)-438-6200 CORRUGATED STEEL PANELS/PLATES. LEGAL DESCRIPTION
o
C. WATER- SAN DIEGUITO WATER DISTRICT-1-800-227-2600 v
ENCINITAS BLVD.
UTILITY NOTE D. TELEPHONE - SBC BELL-(760)-489-3411 CONSTRUCTION VEHICLES LOT 9 AND A PORTION OF LOT 10,
E. CABLE TV- COX COMMUNICATIONS-(760)-806-9809 X-2233 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION IN
BLOCK F OF NORTH ENCINITAS
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE.ALL MAJOR
REPAIRS SHALL MAP NO. 1845
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY BE MADE OFF-SITE. 9y N
GENERAL NOTES WORK ON THIS PROJECT. PHONE: (760)-633-2770. OWNER'S CERTIFICATE iE
EROSION CONTROL n -5
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)-
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR Z
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 633-2770.ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.ANY CHANGES OR AND REMOVAL. MATS, ADEQUATE GROUND COVER VEGETATION,AND BONDED FIBER MATRIX.
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR OF THE SITE. -
INSPECTION. EROSION CONTROL NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. M 'O
DATE: 01 K SANTA FE DR.
S
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED SINGLE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CURTIS VONDER REITH AT(703)848-2127
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. I 9 � 1
FAMILY RESIDENCE" PREPARED BY COAST GEOTECHNICAL DATED JULY28, 2008, AND UPDATE DATED CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT
AND TEMPORARY EROSION y !v_
24 HOURS A DAY. SIGNATURE: �/� c^ V'
MAY 24, 2010, PROJECT#P-556058 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN.ALL CONTROL MEASURES. ���
1
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS VONDER REIT
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES �j
CONTAINED IN SAID REPORT. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED y
IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SIGNATURE:
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID I
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION. PAMELA VONDER RE TH
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT IMMEDIATELY SOILS ENGINEER'S CERTIFICATE VICINITY MAP
4.WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE ENGINEERING INSPECTOR. PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST-GROWING Mori Lin�cLL NTS
GRADING. ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
"MA h I A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE BUSIN SS IN HE FIELD OF APPLIED SOIL MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. PLANT
PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
PROPERTIES DURING GRADING OPERATIONS.ANYTHING DAMAGED OR DESTROYED SHALL BE COMPLETE.
REPLACED OR REPAIRED TO CONDITION DIRECTION ON j 28-C8 AND FOR AN UPDATE ON 6-2-q-10 . ONE COMPLETE COPY OF THE
SOILS
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE
EXISTING PRIOR TO GRADING. REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS CIRCUMSTANCES WHICH MAY ARISE. ON-SITE CONSTRUCTION MATERIAL STORAGE CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 6.THE CONTRACTOR
SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. BEEN INCORPORATED IN THE
GRADING PLANS AND SPECIFICATIONS.�/ ��J ' j
ENGINEER OR A LICENSED LAND PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY
WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SIGNED: *l&d�(.Yrllfe e �I Ir,.
SURVEYOR. SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION /
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE
SOIL, PARING MATERIALS, RCE NO.: CEG Z/09 . GE 7$2
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING INCORPORATED HEREON. ASPHALT CONCRETE,AGGREGATE BASE, ETC. STOCKPILES
SHALL BE LOCATED AWAY FROM CONCENTRATED T
SHORING,AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL
BE COVERED OR PROTECTED EXP. DATE: 513y/Z, , eg&l f
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE WITH SOIL STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE
AT THE CONCLUSION OF EACH WORK DAY. PERIMETER AT ALL TIMES. JOB#: P-556068 JULY 28,2008
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M.AND 7:30 A.M. NOR ON 9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING
TRAINING Company: COAST GEOTECHNICAL tI
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40 %). SILT CONTRACTORS' EMPLOYEES
WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE Address: 7779 ACADEMY DRIVE, SOLANA BEACH CA 92075
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS.THESE BMP NOTES
Phone: (858) 755-8622
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S)AND
THE PRIME CONTRACTOR
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR
OWN RESPONSIBILITIES.
ENGINEER, GRADING CONTRACTOR AND PERMITTEE.THE PRE-CONSTRUCTION MEETING SHALL BE STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633-2770. WASTE MANAGEMENT STATEMENT OF ENGINEER OF WORK
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
UNUSED CONSTRUCTION
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
COMPLY WITH
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS SYSTEM. ENGINEER FURTHER AGREES THAT THE
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS/DIKES SHALL BE PLACED RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES
SHALL BE CHECKED CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL BE MODIFIED WITHOUT A PERMIT FROM THE CITY. FREQUENTLY FOR LEAKS. DUMPSTER
LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY,AN "AS GRADED CERTIFICATION"SHALL SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED
WITH TARPS IN ORDER TO NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO.10500-G HAS BEEN PERFORMED IN 3.ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR
AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE MANY
CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN THE CITY OF ENCINITAS AND ITS OFFICERS,AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. TURF/LANDSCAPED AREAS. ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON-RECYCLABLE MATERIALS INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER
MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON AGENTS OR EMPLOYEES ACTING WITHIN THE
COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
12.ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT(800)714-1195. FOR ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. INFORMATION
ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT(760)436-4151.
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING 5. DRIVEWAYS SHALL HAVE A MINIMUM 2 % CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE
SIGNATURE: - C DATE:
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE AROUND
THE SITE. GREGORY A. CAUDILL
SUPERVISION AND THAT IN HIS OPINION,ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE IT TO AN ADEQUATE IMP/BMP.
FOR THEIR INTENDED USE. PORTABLE TOILETS MUST BE IN GOOD W^RKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR GAC ENGINEERING
AND LAND SURVEYING
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS
AWAY FROM STORMDRAIN INLETS 2158 GOYA PLACE, SAN MARCOS, CA 92078
760-594-4889
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE WITHOUT A PERMIT FROM THE CITY. ON PERVIOUS SURFACES.
60957 r s°
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID RCE C-
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
Expires 12-31-2012
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,AND STORMDRAIN. CONTRACTOR
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE fi €
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
REQUIREMENTS PLEASE IMPERVIOUS AREA 4 to11�
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT(760) 633-2770. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1424 SQFT
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE IMPERV
IOUS AREA AFTER CONSTRUCTION: 3457 SQFTz
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL SAN
DIEGUITO WATER DISTRICT NOTES: INCREASE IN IMPERVIOUS AREA: 2033 SQFT w ,
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN 1. REVIEW
OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO ''" x
IMPERVIOUS AREA REPLACED: 1424 SQFT -,,A' 00 0
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE THE
ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY a' ` n "
PLACE, SPREAD,WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN PIPE
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. N
ADEQUATELY SIZED OIL/GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPROVED rn0) to
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO 2.
ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGNI:E. LINE CROSSINGS, LINE PARALLELING OR T o °j
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR PROPOSED
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 0 U 00
BE SHAPED, PLANTED,AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT THIS STRUCTURE. FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT.PLANS.
ELECTRICAL AND SEWER TO o
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR CROSS UNDER WATER MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER
DISTRICT. In 0 OI
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE ENVIRONMENTAL DATA BMP PROJECT STATUS h
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 1)STEEPEST EXISTING NATURAL SLOPE ON-SITE = 1 : 10 3. CONTRACTOR AND OWNER ARE RESPONSIBLE
TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER J c 0
ACCORDANCE WITH THE GRADING ORDINANCE. 2) MAXIMUM VERTICAL DEPTH OF CUT =4.8' FACILITY(FIRE HYDRANT, METERS,VALVES,VALVE BOXES, ETC.) WHICH IS AFFECTED BY
THEIR PROJECT. ALL STANDARD 0 c
3) MAXIMUM VERTICAL DEPTH OF FILL =4.8' AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES
o V) 0
16. ALL TREES, BRUSH, GRASS,AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED 4)AVERAGE DEPTH OF CUT = 20 C.Y./900 S.F. x 27= 0.6 FT DO NOT MEET STANDARDS THEY
SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. a
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 5)AVERAGE DEPTH OF FILL = 200 C.Y./3600 S.F. x 27= 1.5 FT
c 0 CO
HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 4. UTILITIES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING WATER
SERVICES. y d CO
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY EARTHWORK: >0 I
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CUT = 20.0 C.Y. FILL=200 C.Y. 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS
AND SAN DIEGUITO GAS o, o
IMPORT= 180 C.Y.
AND ELECTRIC VAULTS. �j Ln
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN REMEDIAL=500 C.Y. (+/- 4' REMOVAL AND RECOMPACTION UNDER AND 5'OUTSIDE OF BUILDING AREAS)
U uj o
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
WAYS. WATER N to
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION 7. CALIFORNIA STATE
LAW ASSEBBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE SAN DIEGUETO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
CITY TREE DRIP LINE AREA(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY
1, 2010. IN COMPLIANCE
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO
BE NO-LEAD BRASS PARTS.
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE j 8.ALL COPPER TUBING USED FOR AIR RELEASE, BLOW OFFS,AND SERVICES
SHALL BE PROVIDED WITH CATODE
TREE REMOVAL � c� ��
7-�R- �� d^" L/�"" °a���lo r 4* PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. /�ZS-/O AO-P-7--v
d�O
SIGN -(DATE SIGN DATE SIGN /� DATE SIGN DATE SIGN DATE
LEGEND: 30'�
Cr PAD EID SWALE
DESCRIPTION STD. DWG. SYMBOL �► �• , �' N•A OJT
ALL RUNOFF FROM ROOF DRAINS SHALL BE DISCHARGED INTO LANDSCAPED BIO Q C- 04 C• pw�'Rs ��4 BUILDING CC /W 0 1.0% PER
P 33' �Q
SWALES PRIOR TO DISCHARGE TO THE STREET. NO DIRECTLY CONNECTED IMPERVIOUS , e •
AREA WILL BE ALLOWED. ® • �� e o `, v �F' Q�
BOUNDARY. G
Y: AN51r1FP ROCic \ °
- - - - - - - - - - - - - - - - SWIlLE To atsT�.E�• t® �lE6�F7ehTLED ' t6AT+'LENT" -
4" WIDE GRATE °°a--tee
ORIGINAL LOT LINE LOT 10: SWALE PER DE41L A. a - II\III\ \ \ 33'
EXISTING CONTOUR: �a�'ER 5 �1/E1R �tNAL. E Z?IE'r'A I L at'S
r1 Da Q Z 3 33'
PROPOSED CONTOUR: C I w N JI1h 4" WIDE PCC CHANNEL/ GRATE DRAIN ® 1.0%
CUTIFILL LINE PER PLAN //�� a F- 3 -i nts
DIRECTION OF DRAINAGE (1% MINIMUM) Q j ~ ^ 4" C}
rft1UVWJ.4 cv"CitE i f ®Av04St4T BMP I Ld w W 4�
r„nro, env nun not VEWAY /I-.e..�- �•� • 3. I- Q. < f ' e
PER DETAIL SHT2 •• •• 5-391-13 1 J v
w
W¢ VI y ;t END RETAINING WALL
SCR ATER QUALITY BMP NOT TO BE ALT ED WITHOU ERMIT FROM I j I c� 3 ® �IH
C30�' vJ � W
� PER SDRSD C-3 THE CITY. >QRtCRS blER TW �t. 0
SCALE 1 10'
3' WIDE VEGETATED TREATMENT +iF--- I� I E �1 v\
SWALE: PER DETAIL SHT2 _ W o' EXIST ADJACENT RET. WALLS I W A � Yonder Reith
STORMWATER QUALITY BMP NOT TO BE ALTERED WITHOUT PERMIT FROM , I I LIMITS 0 OVEREXCAVATION PROTECT IN PLACE. EE NOTE 4. SHT2 W
1 ,2 3*
THE CITY , ) " N /� m � 6 h �� ` Residence
COBBLE STONE DISIPATER ' - h L••1 Adjace 7esidence -- LIMITS OF OVEREXCAVATION ,
PER PLAN EXIST TREE T B REMOVED. h� ( 66�
ENHANCED PAVING: PER ARCHITECT � '• I 3.6 ' ��
END REMOVE! AND REPLACE_ EX STI�fG S W
2' HIGH MASONRY SITE WALL: i � I ` � �� • �(
RELOCATE VII.M. INSTALL NEW ":WATER S•RVICE
INSTALL DUAL WAILK METER I ; st �.oX ' a " - - - - 3 76-391-16
_ 004
NEW STD. CONC. DRIVEWAY: G-14A PER SDWD S D.WS-09, WC-17 iW/�"Te Ret.1T�A 14Ro O
SDWD TO INTALL AT OWNERS _ OOT F '� � -
REMOVE AND REPLACE S/W ALONG - ' a�
r TRsE�.
a 4.8% °. ¢ �e"""""""""" - 2 ? 655 `Oyu P N y EXIST SHEDS TO BE REMOVED.
ENTIRE PROPERTY FRONTAGE: G-7 - - 3 W IpE yWA Ff/C /METE Gi4ktE
(TO MATCH EX. ,S/W WIDTH & TYPE) C.L. 12.0' WIDE DRIVEWAY - I o NEW RESIDENCE
�- 0 _ F.F. ELEV. 1ST FLOOR: 65.80
dd Q INSTALL PER SDRSD G-14A I w F.F. ELEV. 2ND FLOOR: 75.80' r^ 6 O
2ND FLOOR DECK DOWNDRAIN OUTLET DRIVEWAY c� '� w (I� 6 'g
------ -- a o � Y� EG. VEGETATED TREATMENT SWALE
gpECW, ppTgg. ABBANDON E IST 3/4- WATERI SERVICE klP t f ° �' 6S0 a z 6S PAD:65.0' o PATI SPEC
IFICATIONS FOR CALTRANS
3� Cq h 0 0 Cq Rj, ® Oa , PER DETAIL 1.
��� I Q �� Lli �? �� r a CLASSII PERMEABLE MATERIAL.
u , 1 �� TIO�S TO 0 `�S NAP. U.S. STANDARD
Z:
GoKN6G
1. REPLACE THE SIDEWALK ALONG THE PROPERTY FRONTAGE. NEW SIDEWALK WIDTH ��'° �"Y• � x 1 ' °7 2q, ( I F ,' EXIST
TREES TO BE REMOVED. o
AND PATTERN SHALL MATCH 174E EXISTING SIDEWALK PANELS TO MAINTAIN Z KZ c1tWSNt'�(2.akl t3 ° Rov f power 7�RA►►I a a :. SIEVE
SIZE /oPASSING
S - 6GR�.�F a o • �w _ 6' ° I 1^ 100
UNIFORMITY. k 3/4 90100
1n1lellTRAtnaM �� ^ o �' ® �a E - �. S ° O
e
2. SDWD TO INSTALL NEW 11N WATER SERVICE AND DUAL 314- RESIDENTIAL METER �`��� J 3/8 40-10
�, o �) N� h� �_ t - ;, � �. d3 '^� 1'. No.4 25-40
WITH 1" FIRE SERVICE METER AND ABBANDON EXISTING 314° AT OWNERS EXPENCE. I 5 ` z a q ? 266 331 17
h _ ": .. °6y. n ° No.B 18-33
c J. EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" CLEAN SAND. �F x�� I x 64. }] 6
E s PATIO°. ..° ' ' 5 4' No.30 5-15
__ SWR AT:� - P: �� �- -°-� `I ENTRY b t7+ No.50 9-7
d°. 6
REINFORCED WITH NO. 3 BARS ® 18" O.C. BOTH WAYS ® MID POINT OF SLAB. USE EXIST. DRIVE�AY REMOVE AND RE :LACE W11=tt �s S, d °
F 5' P PL No.200 0-3
520-2500 CONC. CONCRETE JOINTS AND PAVERS PER ARCHITECT PLAN. MOD. CURB AND GUTTER PER SDRSD G-2 I 6' �< O
TO MATCH E)(I S T CURB & GUTTER `s F' 3' - - • • • • • • • • • • • • ' 6 5.1 6
Q . . . . . - H F.L. 6ro
4. OWNER/CONTRACTOR IS RESPONSIBLE IN THE FIELD TO SHORE UP ALL EXISTING BEGIN REMOTE AND REPLACE E (STING V(r 4' ' S _
PROPERTY LINE RETAINING STRUCTURES AND INSURE INTEGRETY OF THE EXISTING PER SDRSD -7, NEWS ,W TO MATCH XIST - "" >. •5724" E N 123.18'
Drain away @ 2%
ADJACENT FOUDATTONAL MATERIAL AND ADJACENT GRADES DURRING THE S) I 4 pYG� l•04 20
P EG. 2.0 RETAINING WALL ��.
OVEREXCAVA71ON AND RECOMPACTION PROCESS. OBTAIN RECOMMENDATIONS FROM ( a,"
GEOTECHNICAL PRIOR TO START OF CONSTRUCTION. I I �: 6+ PER SDRSb C-3 --- _-_ _ 64 Dra
Z " I LIMITS OF OVEREXCAVATION EXIST ADJACENT FENCE
s •+, 6, �• p� ir�h PROTECT IN PLACE I
5. BUILDING DOWN SPOUTS TO BE DIRECTED TO VEGETATED TREATMENT SWALES PRIOR I L
TO MERGING WITH PUBLIC STORM WATER FLOW. h Y V) W ��� � ��M A,d ocsnf fTescience co ( ;•'GG,rariulai•'•horreA•ansive'"'
pp
4 ;•ckfll: Gonipacted::•...,:•.
6. WATER SERVICE TO BE EXTENDED FROM RELOCATED NEW 1" SERVICE DUEL METER I ( I Z a �w: h 33 s-` 3m
25.00' 25.00 J 20.00 ,6-3 r p g 1.. ..:
IN LA VETA TO NEW RESIDENCE WITH SCHEDULE 40 PVC HAVING 24" COVER (MIN.) Water rofin
AND AS REQUIRED BY THE CITY OF ENCINITAS. ': :••'•••••
oli
50jO F-
7. SEWER LATERAL TO BE EXTENDED FROM EXISTING CLEANOUT IN LA VETA TO NEW i a It h z Q rx Jam}
UJ k!RESIDENCE WITH 4" DIA PVC (SDR 35 MIN) AT 29 SLOPE WITH MIN. COVER OF 4.0' EXIST. 6" A.C. WATER MAIN in
_ ... .... ..
MIN. AT PROPERTY LINE, AS REQUIRED BY 774E CITY OF ENCINITAS. ® ~ O. e w w i
PER W066-1 I Lv .w �i Y a� o 0
®, ® ' ''` ' : Filter Material. Crushed rock (rapped in
8. PRIOR TO CONSTRUCTION, EXISTING ON SITE STRUCTURES, CONCRETE PAVEMENT, � w tr I filter fabric such as
Miradrain 6000)of
g r . w w Perforated drain pipe
,� a a EROSION CONTROL BMP NOTES: Class 2 Permeable Material.
WALLS, PLANTER, LANDSCAPING AND ALL OTHER ITEMS LOCATED W11HIN THE LIMITS OF ( I g o J 1sl w/0.5% min. slope I
W w w (see specifications above.)
174E NEW DEVELOPMENT AS SHOWN HEREON SHALL BE DEMOLISHED AND REMOVED f= ` c= v r- o m � SEE SHEET 2 FOR PERMANENT BMP MEASURES TO
BE INSTALLED PER PLAN.
FROM SITE. CONTRACTER TO VERIFY SPECIFIC REMOVALS WITH THE OWNER. ci i , M (� 3 3 SEE SHEET 3 FOR TEMPORARY EROSION CONTROL
BE INSTALLED PER PLAN.
w V m N Footing
9. CONTRACTOR TO OBTAIN A DEMOLITION PERMIT FOR ALL STRUCTURES SHOWN I ? O ® ui w a
HEREON TO BE DEMOLISHED. o a m I w Competent approved soils or bedrock
N "
Z
3' WIDE
P,GR. SpECLAcL iJpT� SWALE SHALL BE PLANTED WITH DEPTH �� �_��
ADEQUATE GROUNDCOVER ❑R TURF. RET. WALL DRAINAGE DETAIL
11. PRIOR TO CONSTRUCTION, 1NE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT I® 3' WIDE PLANTS THAT ARE NOT PRONE T❑ 3 FEET v,
• ' NO SCALE
PERMIT FOR ALL WORK TO 8E PERFORMED IN 1NE LA VETA AVE RIGHT OF WAY. BLOCKING THE DRAINAGE FLOW MAY 00M
SWALE SHALL BE PLANTED WITH DEPTH ALSO BE PLANTED ❑N SIDE SLOPES: _� -�� *�•� I' z 0 w
12. THE POOL IS SHOWN FOR REFERENCE ONLY AND NOT A PART OF THIS PLAN. ADEQUATE GROUNDCOVER ❑R TURF, 3 FEET "- r �j Q
°' 0O
EARTHWORK QUANTITIES DO NOT INCLUDED POOL EXCAVATIONS, HOWEVER FOR STORM PLANTS THAT ARE NOT PRONE T❑ ' '< , . G
.� ,A. F� o�I
BLOCKING THE DRAINAGE FLOW MAY TURF REINFORCEMENT MAT e Q� m v°D
WATER POLLUTION CONTROL PURPOSESTHE HADSCAPE AROUND THE POOL WILL BE J Z W
INSPECTED AS A PART OF THIS PERMIT. ALSO BE PLANTED ON SIDE SLOPES: \�O Q4� to ��
IF APPLICABLE
13. ALL UTILITIES TO THE SITE TO BE INSTALLED UNDERGROUND. 4£R�lO�SGOItCtif;iE?Et�P
rr 6' MIN. ENGINEERED SOIL �• ��
14. ANY BELOW GRADE SEPTIC SYSTEM DISCOVERED DURRING EXCAVATIONS SHALL BE 1 S MIN wSEE NOTE BELOW 1/.F 40 S .GLE
J A AAATE 9 0 °c
� � �\ �tno
� X614041CCIL Go SST► .5 �REMOVED AND THE AREA FILLED AND COMPACTED UNDER THE SUPERVISION
OF AND ' - a
2 MIN: 3/8 GRAVEL - ai
TO THE SATISFACTION OF 174E GEOTECHNICAL ENGINEER. 6' MIN: ENGINEERED SOIL � - .• �c
�rSEE VOTE BELOW W
2 4" MIN 16' MIN. 3/4' CRUSHED ROCK a'• ,�; $a
15. FENCE POSTS ON TOP OF RET. WALLS PER ARCHITECT PLAN 4 DIA COBLESTONE 1.5
TO BE SEATED MIN 121N INTO FOOTING IN GROUTED CELLS. MAXIMUM WENGINEERED SDIL' LAYER SHALL BE MINIMUM 6' DEEP 'SANDY LOAM' SOIL �r'ENGINEERED SDIL'
LAYER SHALL BE MINIMUM 6' DEEP 'SANDY LOAM' SOIL 1.5" ' - •" c��
FENCE HEIGHT IS 6' EXPOSED INCLUDING FENCE AND RETAINING WALL. MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% MIX
WITH NO MORE THAN 5% CLAY CONTENT, THE MIX SHALL CONTAIN 50-60% g4fsR66AC g 4117>rR _. W '�
SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL, a
„ n D "
16. CONTRACTOR TO PROVIDE 6 MIL. VISQUEEN MOISTURE BARRIER SEPARATION g 3/6 31/q, GiW � - 3/4 GRAVEL
�m
BETWEEN RETAINING WALL FOUNDATIONS ALONG THE ENTIRE LENGTH NOTEi VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL NOTE, VEGETATED SWALES
ON GRADES OF MORE THAN 2:5% MUST INSTALL 5`� w� Lt:9S MAN S'16 5 an
OF VEGETATED SWALE AND BOTH PROPOSED OR EXIST( RETAI TRUCTURES. CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2,5% UNLESS OTHERWISE CHECK,
DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE
APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES: Comp T O S�D'GA9
06 Isorsiller 146-W� - 80�. T A NON-VJOV�N 1'
NOTE, NO FILTER FABRIC IS TO BE USED IN THIS SECTION. NOTE, NO FILTER FABRIC IS TO BE USED IN THIS SECTION. 4ERERFoAAYED
WGPIPE
�� Sup-OAAIN 50TEM• GGf ED (a6asypi-roe fIC., SL' 04,-7 N I_ 12"x12" COBLE STONE DISIPATER
VEGETATED TREATYENP 31►ALE DETOII. 1• -ro OA.A.t)4Atc2z %Y5'CE w6w INF►MTRATIoN °J AL�r71N.
C®NSTRtJCT pRtKEWAy PEI �PEctAL. ntOTC �I.d- ®, VEGETATED TREATI[BNf gl►ALE DETAII. 2• COBBLE DRAINAGE DL4IPATER
DETAII.r
nts nts PE'RYt400.5 C06Je- ETE nts nts
P^VEMEJ-LT
DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL INITIAL INITIALS I INITIALS ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
(
DRIVEWAY RE DIO AG PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED/ A VE GRADING PLAN FOR:
DESCRIPTION: ENC-25 151 La Veta
S- U 4C 3 ' 3 DATE: 6-21-10
LOCATION: INTERSECTION OF SOUTH EL HORIZONTAL: 1 '=10 Vonder Reith Residence 10500-G
RECORD FROM: PORTAL STREET AND LA MESA C-609557 MASIH MAHER, C42519 PETER COTA-ROBLES, C52176
GREGORY A. CAUDILL R.C.E. NO.:
ELEVATION: 60.601 VERTICAL: N.A. ENGINEER'S NAME �- I �- 256-391-23
�'�I? � o B /9/io
DATUM: NAVD88 ENC. CONTROL SURVEY EXP.: 12-31-12 DATE DATE PLANNING CASE NO: (CDP09-062) SHEET
2 OF 3
r
STORIEWAMM POLLUTION CONTROL Rl[P NOTES LEGEND:
RELATIVE TO CONSTRUCTION ACPIVITiSS WI�tw11Tt WATt*• clr**NT ' " +00 Ao,Gll�A.AT! CiM T 1RAfi
�p vot0 Ce�tTdFtdT
�. GGREGATE TYPE, SOURCE AND GRADATION DATA.
2- C ENT FLY ASH AND ADMIXTURE MANUFACTURER CERTIFICATIONS h DESCRIPTION STD. DWG. SYMBOL
8 Ip0 A EVIDENCE OF QUALIFICATIONS LISTED UNDER QUALITY ASSURANCE /••+1
n
a01' ee ETAILS*SPECIFIC PLANS, DETAILS, SCHEDULE, CONSTRUCTION PROCED ES AND
CONCRETE WASHOUT WASTE YANAGEI[ENT CON'T � •�• pRss' a 3' WIDE VEGETATED TREATMENT SWALE.
QUALITY CON OL PLAN. .`��
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED Q S $ 1F LIST ALL MATERIALS SUPPLIERS
AND SUBCONTRACTORS T BE USED ON O•
CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND THE PROJECT.
IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER CLEARED VEGETA7ON CAN BE RECYCLED. NON-RECYCLABLE MATERIALS
AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS T4'1°fp1jl)W4 _PRIO TO CONSTRUCTION,
A TEST PANEL SHALL BE PLACED THE SATISFACTION GRAVEL BAGS
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS OF THE OWNER UNLE THIS
REQUIREMENT IS WAIVED BASED ON CONTRA OR QUALIFICATIONS. a� "dam �tGL�.E
WASHOUT LOCATION. MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) At EACH TEST PANEL LL" BE A MINIMUM OF 100 SQ. FT AND SHALL
PLACED, JOINTED AND
CONSTRUCTION SITE ACCESS 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CURED USING MATERIALS, QUIPMENT, AND PERSONNEL PROPOSED FO
HE PROJECT. STABILIZED CONSTRU TTON ENTRANCE
CALL EDCO AT 16 TEST PANEL COST AND MOVAL, IF NECESSARY, SHALL BE INCL ED AS A LINE ITEM,IN THE ��
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR (760) 436- 4151. CONTRACT PROPOSAL AND C )TRACT. IMSTAL.I. D1tIve
WI1y TC-t
VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. C. QUALITY. TEST PANELS S LL HAVE ACCEPTABLE SURFACE ISH, JOINT DETAILS
AND P&R PLRN >t 1416 NO=rfc *IO• O
tHIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH POROSITY AND SHALL COMPLY . H
THE TESTING AND ACCEPT "CE STANDARDS LISTED IN THE -
CORRUGATED STEEL PANELS/PLATES. CANS AND RECYCLING RECEPTICLES AROUND THE SITE. QUALITY CONTROL SECTION OF TH SPECIFICATION. SILT
F C_ -B
p. IF TEST PANELS PLACED AT TH ITE ARE FOUND. TO B DEFICIENT IN THICKNESS, UNIT
EROSION CONTROLCONCRETE WASHOUT PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED WEIGHT OR PERCENTAGE OF VOIDS, 0 OF AN UNACCEPT LE APPEARANCE,
THEY SHALL BE "
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY REMOVED AT THE CONTRACTOR'S EXP E
AND TAKEN 0 AN APPROVED LANDFILL OR RECYCLING
DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, CONTAINMENT AND LCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
FACILITY. IF TEST PANELS ARE FOUND BE SA TI CTORY, ,THEY MAY BE LEFT' IN-PLACE AND
AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE INLETS ON PERVIOUS SURFACES. t /
INCLUDED;IN THE COMPLETED .WORK.
MADE OFF-SITE >ttlt![>ERI D15 t SUBGRADE MOISTURE CONTENT SHALL BE 1% - 39 ABOVE OPTIMUM AS DETERMINE
Y ASTM
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAYFORM THE STREET, �EM1�1AT : PORTLAND CEMENT TYPE I!- QR V C RMNG TO ASTM 0150 OR PORTLAND CEMENT
GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND INSP SUBGRADE PREPARATION, ELEVATIONS, AND CONDUCT DENSITY
TESTS FOR CONFOR CE TO
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. CLEAN UP MATERIAL THA \T MAY HAVE TRAVELED AWAY FROM Ti OR 7S CONFORMING;•.TO ASTM 'C59,5
SPECIFICA71
SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION CONSTRUCTION SITE �u( >Q_ew�11111t ° Faar �lt`t'1'1Q. pq�.t Fpit�rlN1�l1RK
BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION "FLY ASH CONFORMING TO ASTM C6, MAY BUSED AMOUNTS NOT TO EXCEED 25% OF "
CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED TOTAL CEMENTITTOUS MATERIAL. IR FORMS MI 1Y BE OF 0 OR STEEL AND
SHALL BE THE DEPTH OF THE PAVE T. FORMS SHALL BE OF
FIBER MATRIX. a - SUFFICIENT STRENGTH AN ABILITY TO SUPPORT MECHANICAL EQUIPMENT WI UT DEFORMATION
OF PLAN
GROUND IRON BLAST-FURNACE LAG CONFORMING TO TM C989 MAY BE USED IN AMOUNTS PROFILES FOLLOWING SPREADI ' STRIKE-OFF AND
COMPACTION OPERATIONS FORMS MAY HAVE A REMOVABLE
SPECIAL NOTEl4: NOT TO EXCEED 50% BY WEIGHT F TOTAL CEMENTITIDUS M RIAL. r "
WE EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET SPACER OF X TO ?" THICKNESS CED ABOVE THE DEPTH
OF PAVEM T. THE SPACERS ARE REMOVED
WEATHER. FOLLOWING PLACEMENT AND VIBRATO STRIKE-OFF.. TO ALLOW ROL COMPACTION.
RUNOFF FROM S7RUCTUE AND HARDSCAPE SURFACES TO BE DIRECTED THROUGH ' CiN �AIAMO7i11#Jf'1f1j'R� _ F
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND' `~ STORM WATER BIO FILTRATION AREAS PRIOR TO OUTLET AND CONFUENCE WITH At AIR ENTRAINING AGENTS
HALL COMPLY WITH 'ASTM 0260. t�t 4�:11a4A 1A1, C�
PUBLIC STORM WATER FLOW. 4. WATER REDUCING ADM TURFS SHALL COMPLY .WITH ASTM 0494 OR TRUCK :MIXERS SHALL BE OPERATED `
T THE SPEED DESIGNATED AS MIXING SPEED BY THE
THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS HYDRATION STABILIZ SHALL MEET THE REQUIREMENTS OF ASTM 494. HYDRATION
MANUFACTURER FOR:. 75.„- 100 REVOLUTIONS.
AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL � ` �
MEASURES. STORMWATER RUNOFF TO DRAIN AWAY FROM STRUCTURE AT 2.0% FOR 5.OFT. STABILIZERS ARE REC MENDED TO INCREASE CONCRETE PLACEMENT E TO
90 MINUTES AND *'URAWF**#*U6p,THE PERVIOUS CONCRETE MI 1`-, AY BE TRANSPORTED OR MIXED ON SITE AND SHALL
IMPROVE PLACEMEN AND FINISHING OPERATIONS. BE USED WITHIN ONE (1) HOUR OF THE INTRODU ION OF MIX WATER TO THE
.CEMENT UNLESS A HYDRATION
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. PROVIDE RAISED STEM WALL ALONG NORTH SIDE OF STRUCTURE. PROVIDE 0.5 A GIRESA'r STABI
LIZER IS UTILIZED, IN THE CONCRETE M Tl- RE. TIMES MA�°BE EXTENDED TO 90 MINUTES USING A
LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID FT. CLEAR FROM FINISH ADJACENT GRADE_ TO FIRST FLOOR BOTTOM PLATE. „ HYDRATI
STABILIZER.
A USE A MA UM_ 3/8 COARSE AGGREGATE THAT MEETS ASTM C33 SIZE 8 3 8 TO N0. 16). C. a1sc11°! R f ; EACH-TRUCKLOAD w BE
INSPECTED FOR CONSISTEN Y OF CONCRETE MIXTURE AS PER THE
UNNECESSAARY REMOVAL OF THE NATURAL GROUND CONFER. DO NOT FINE AGGRE .TE MEETING .ASTM C33, IF USED, SHALL NOT EXCEED 3 CU. FT. OTHER
DESCRIPTION LISTED .UNDER KATE ONTENT IN THE MATERIALS S
REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DEREASE AGGREGA SIZES ARE PROPOSED, TESTING TO ASSURE UNIT WEIGHT, VOID CON 7 T AND R S
ECTION OF THIS SPECIFICATION. WATER MAY BE
EROSION. WORKABI Y VUST BE SUBMITTED FOR`APPROVAL ADDED TO OBTAIN THE REQUIRED' MIX CONSISTENCY.. A MINIMUM "OF
30 REVOLUTIONS AT HE MANUFACTURER'S
r t��1tLAND � R�t1sYa> Cm� yri/T • ., 'LA ER AGGREGATE SIZES MAY INCREASE POROSITY BUT CAN DECREASE WORKAB TY. AVOID
DESIGNATED MIXING SPEEDALL BE REQUIRED FOLLOWING THE ADDITION OF AN1 " TER TO THE MIX.
1EMOPRARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE RAL N WELL RADED AGGREGATES THEY MAY REDUCE POROSITY, AND MAY NOT MEET VOI DISCHARGE
SHALL BE AON7IN000S OPERATION AND SHALL BE COMPLETED AS QUI Y AS POSSIBLE
CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL •f tfN�> t '� ' CONCRETE SHALL BE EPOSITED AS CLOSE TO
ITS FINAL POSITION AS PRACTICAL AND S THAT FRESH
SP (FIRE AVS° rolfrRF_T ENTER HE MASS OF PREVIOUSLY PLACED CONCRETE.
PURPSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING' 'T1�I ORK TO BE COMPLETED UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL WHERE AVAILA
�.E NATI)G�A ' ROUNDED AGGREGATES AR q: RECOMMENDED. � _
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND 171E SOIL LAOR, M TERIALS AND EQUIPMENT NECESSARY FOR CONSTRUCTION OF PERVIOUS ONCRETE ° F
-
{$ACTH t Fna1�1tlaa
PAVEMENT OR DRIVEWAY, PARKING AREAS IN CONFORMANCE WITH THE PLANS A �owpo ABLE A, WALL„COMPLY WITH LOCAL WATER...._...____-_-. ._. n
. ... .
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE SPECIFICATI S. I
THE CO AGIOf� SHALL, PROVIDE E11HER 'SLII?•FORM 'OR, VIBR4FOR1'`•FORM RIDING,.EQUIPMENT TO PLAC E
EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
> CD ETE LE _ "0TH WISE APP OVED B FIE ER ENGI -ER N WR111 G. ''NO INTERNAL
VIBRA
P, AMERICAN ONCREIE INSTITUTE /i I r r € €
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. - =- R URES
I. ACI 305 HOT WEATHER CONCRETING VIBRATORY SCREED
• _ IC
Z. ACI 522 ERVIOUS CONCRETE "COMMITTEE RECOMMENDATIONS (WHE AVAILABLE) ° ( [�
ONSITE CONSTRUCTION YATERIIAL STORAGE i AMERICAN SO TY FOR TESTING AND MATERIALS I € [ " j v I / '£,
= - 25f
STORED MATERIAS SHALL BE CONTAINED IN A SECURE PLACE TO { - - _,> x
PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE A. ASTM 029 3° TEST FOR UNIT WEIGHT AND VOIDS IN AGGREGATE' [ s a
a
PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. i ASTM C33 ”' ECIFICA77ON FOR CONCRETE AGGREGATES” i - a
T t
ASTM C42 "T T METHOD FOR OBTAINING AND TESTING DRILLED)CORES AND SAVED
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL ' /
BEAMS OF CONCR
STORED ON-SITE _ . � • I�N�?AL1.? •.. .._ . . ,
A. ASTM C117 "TE METHOD FOR MATERIAL FINER THAN '75 MI BONS (NO. 200) SIEVE IN' fkIvew+ N �i t�
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES MINERAL AGGREGATES B WASHING.'
r
pLN t r
KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, I,Q. ASTM C138 "TEST THOD FOR UNIT WEIGHT, YIELD ,AND Ai CONTENT_ (GRAVIMETRIC) OF
ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE CONCRETE" I SP 'II1Ir 1� c
LOCATED= AWAY FROM CONCENTRATED STORMWATER FLOWS AND ASTM 0140 "TEST ME OD FOR CONCRETE MASONRY UNI S X►WIDE BY 0.3' DEEP BIOFILTRATION
° <`
STORMDRAIN INLETS. STOCKPILES SHALL BE LOCATED AWAY FROM ' . ASTM 0150 "SPECIFICA ONS FOR PORTLAND,, CEMENT" ' tC AREA
STORM WATER INFILTRATION
CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. SWALE PER DETAIL SHEET 2. �3
ASTM Cl 0172 PRACTICE OR SAMPLING FRESH CONCRE E I �°
STOCKPILES SHALL BE COVERED PR PROTECTED WITH SOIL STABILIZATION "
MEASURES AND PROVIDED WITH A TEMPOARY SEDIMENT BARRIER AROUND ASTM C260 SPECIFICA N FOR AIR-ENTRAINING AD ' IXTURES FOR CONCRETE € .a
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ASTM C494 "SPECIFICATTO FOR CHEMICAL ADMIX 1?ES FOR CONCRETE" _ a'
THE PERIMETER AT ALL TIMES. � -� �-"�"�"
., ASTM 0595 "SPECIFICATIO FOR BLENDED HYDRA IC CEMENTS" (TYPES IP OR. IS I . .' - ° I ;u
TSC ONLY) I
Ii&ASTM C618 "SPECIFICATION R COAL FLY ASH, AND RAW OR CALCINED NATURAL . _ - "
n � .c da
CONTRATORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF 2 5
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF POZZOLAN FOR USE AS A MINERAL. ADMIXTURE IN ' ORTLAND CEMENT CONCRETE." „ 4,
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ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE C989 SPECIFICATION FO GROUND GR�yNULATED BLAST-FURNACE SLAG FOR US 'IN ^ va
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BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON S117 THE CONCRETE AND MORTARS." / ft�►STR�-L PRYCOJS + . . H►�f .� c• a•
v �:
;•,E.
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM %.ASTM C1077 "PRACTICE FOR LAB ATORIES TESTING CONCRETE AND CONCRETE Rff °tOC"fln-OR "`
`
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OUN4 AGGREGATES FOR USE IN CONSTRUCTED AND% CRITERIA FOR LABORATORY EVALUATION." ;:�`ti5•
RESPONSIBILITIES. KASTM D1557 "TESTS FOR MOISTURE E ITY RELATIONS OF SOILS AND SOIL �
AGGREGATE
MIXTURES 10-POUND AMMER AND 18-INCH DROP."
ioll
WASTM E329 "STANDARD RECOMMENDED, ,RACTICE FOR INSPECTION AND TESTING AGENCIES T ^'_ `
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL R Off 11ww �*4� leers V&� �e � S/}�� RIS�V� �##C,�1•.
���
A-FOR CONCR�TF, STEEL AND BITUMINOUS MA R LS AS USED IN CONSTRUCTION." �, ` -i1t.q• - � �
%m weft "t 'ORM *f4%GCAf 91Est:�t�llt * 444;410��`:' O*'K
WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED �SUR1►RCCJ �• �o •.
OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM PR SPECTIVECONTRACTORS`SHALL AT ND A ' ANDATORY PRE-BID MEETING WHERE THE #+r
WORK SHALL A VOID STEPPING ON THE PLASTIC CONCRETE IMMEDIATELY AF TE TS aD o
INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. PERVIOUS CONCRETE PAVEMENT PROJEC SCOPE A D PROCESS WILL BE DEFINED BY INDUSTRY 1C ✓r 1? A.TiIf
PLACEMENT. "i,,_GOT PRESSURE CAN COMPRESS AND FORCE CEMENT PASTE INTO VOIDS AT c
REPRESENTATIVES DEEMED QUALIFIED B THE OWNE . C� a+Y'EWT° FOR VEHICLE PAVEMENTS, TOTAL CEMENTITIOUS CONTENT NOT LESS T N 630 THE
BOTTOM 0 ""THE SLAB, FORMING RESISTANCE TO THE PERCOLATION THRO THE $LAB. a
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO B. PRIOR TO AWARD THE CONTRACTO SHALL SUBM EVIDENCE OF TWO SUCCESSFUL PERVIOUS LBS"CY. FOR DESTRIAN:PAVEMENTS,
TOTAL CEMEN770US NOT LESS THAN 600 LBS�CY. APPARENT DEFEC ,,IN THE SURFACE SHALL BE CAREFULLY REMEDIED BY P CING FRESH rn°f
STORMWATER. BERMS'DIKES SHALL BE PLACED AROUND DUMPSTERS TO >, CONCRETE PAVEMENT PROJECTS INC DING BUT NOT • MIT ED TO THE FOLLOWING: S. .E1 N E
FtNTi�(lO A� C1Ae1?Q4hI7 74 }1 `j 1RA7C,SLAG: 50% MAX/ M CONCRETE INTO ANY EPRESSIONS AND COMPACTING WITH A HAND TAMP `"'`"'" S -°D
DIVERT THE NATURAL STORM RUNALL DUMPSTERS SHALL BE CHECKED !. PROJECT NAME AND ADORES OWNER NAME A „ CONTACT INFORMA`170N C" M �1 /C T�11
1T1 FOR VEHICLE PAVEMENTS: 0.30 FOR PEDESTRIAN , .-1 VEMENTS: 0.35 al FOLLOWING STRIKE- REMOVE SPACERS AND COMPACT THE CO ETE TO THE FORM `l A o�i't�00
FREQUENTLY FOR LEAKS. DUMPSIER'LIDS SHALL REMAIN CLOSED AT TEST RESULTS INCLUDING U " T WEIGHT, VOID CO NT AND THICKNESS O- ` � T � VOLUME'OF
AGGREGATE PER CUBIC YARD SHALL BE EQLTAL TO 27�CUBIC LEVEL, UTILIZING EITHER A ,TEEL ROLLER OR A PLATE COMPACTOR OTHER METHOD nto
ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITH, THIS REQUIREMENT MAY BE WAIVE BY THE OWNER PRO" ED THE CONTRACTOR CAN ,FOOT WHEN CALCULATC
FUNOTION`OF THE UNIT WEIGHT DETERMINED IN A "RDANCE" W11H ASTM APPROVED BY THE OWNER. T IS COMPACTION SECURES THE SU ACE MATERIALS ASSURING
STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WHT TARPS IN DEMONSTRATE SUCCESSFUL EXP IENCE IN THE CONCRE ' INDUSTRY AND PROVIDES A TEST °C29�JOGGING PROCEDURE.
PAVEMENT DURABILITY, CARE LL BE TAKEN DURING COMP TION THAT SUFFICIENT 'Dow
ORDER TO AVOID RAIN CONTACT WITH AND TRASH MATERIAL. PANEL FOR INSPECTION AND T TING. ``t �'�«�IMIQ'y�'Tt;SADMIXTURE SHALL-BE USED IN ACCORDANCE
WITH THE MANUFACTURER'S INSTRUCTIONS
COMPACTIVE FORCE IS ACHIEVED ; OUT WORKING THE C PETE SURFACE ENOUGH TO SEAL �
C. ACI CERTIFIED CONCRETE F ATWORK' FINISHERS ARE REC MENDED. _ANA RECOMMENDATIONS. OFF THE SURFACE POROSITY. �
C O
C. HAND TAMPERS SHALL BE USED TO PACT TH ONCRETE ALONG HE SLAB EDGES c� �
W M4�R�1ATK MIX WATER QUANTITY SHAL ,BE SUCH THAT THE CEMENT PASTE DISPLAYS A WET METALLIC r
S( 1Ai. r PERVI US CONCRETE REQUIRES SPECIE, EQUIPMENT FOR COMPACTION AND S$%Eliif OUT CAUSING THE PASTE TO FLO , OM THE AGGREGATE. MIX
WATER YIELDING A CEMENT IMMEDIATELY ADJACENT TO THE FORMS. A R C ACTING AND DEFECT INSPECTION AND
9NST/11�1 9R���yv,�Y �r¢ SQL�G�Rt, �� JOINTING. TH PAV€MENT ALL BE COMPACTED USING ONE 0 TWO METHODS. 4A, DULL-DRY APPEARANCE HAS INSlIC1ENT 'WATER
FOR HYDRATION. INSUFFICIENT W REPAIR, NO FURTHER FINISHING SHALL BE PE ED ON THE CONCRETE. SURFACE SHALL
WATER BE IMMEDIATELY CURED. " c o
ROLLING COMPACTION" HALL BE ACHIEVED USING A MINIMUM 0-INCH DIAMETER STEEL PIPE . RESULTS IN INCONSISTENCY.; IN TFiE MIX AND POOR DSfRENG1N BETWEEN
AGGREGATE PARTICLES.' HIGH �� �a°0
• '� THAT SPANS THE WIDTH F THE SECTION PLACED AND EXERTS A VERTICAL PRESSURE OF AT WATERQTENT RESULTS .11"THE` PASTE REDUCING° ; INAI7NG
THE VOID SYSTEM REQUIRED FOR D. THE PERVIOUS CONCRETE PAVEMENT SH L BE PACIED TO THE REQUIRED € m o°�
LEAST 10 PSI ON THE ONCRI=IE. PQROSIT " CROSS-SECTION AND SHALL NOT DEVIA- MORE THAN 318 INCH IN 10 FEET FROM
. PLATE COMPACTION SHALti tBE ACHIEVED USING A STANDARD SO PLATE COMPACTOR THAT ``" ( • PROFILE GRADE. /
W o N
A NA READY MIX CONCRETE ASSOCIATION (NRMCA) PERV IAS A BASE AREA O AT LEAST TWO SQUARE FEET AND EXERTS A INIMUM OF 10 PSI VERTICAL - tYR1M
ao 1
CONCRETE C D CONTRACTOR MUST INSTAL THE PER CONCRETE. PRESSURE ON THE AVEMENT_SL#,RFACE �t1�GtR E ` �► CURING PROCEDURES
SHALL, GIN NO LONGER THAN 20 MI S AF 000
AFTER PLACEMENT Ito
CONTRACTOR IS TO VIDE PROFF OF GERTIFICATI 0 THE ENGINEERING IF JOINTS ARE ECIFSfEOk THEY MAY EITHER CONSTRUCTED BY ROLL G OR SA WING. ROLLED " HE
TOP 6 INC c�04 n
" K*�:T INCHES S LL BE COMPOSED OF GRANULAR GRAVELLY SOIL THAT IS OPERATIONS. THE PA SURFACE SHALL BE COVERED
WITH MINIMUM OF SIX 6 MIL
FIELD INSPECTOR PRIOR RT OF WORK JOINTS SHALL BE' ORMED USING�A SALT ROLLER" TO WHICH A BEVEL FIN HAS BEEN WELDED PREDOMINANTLY SANDY WITH NO
RE `THAN A MODERATE AMOUNT OF SILT CLAY. GRANULAR THICK POLYETHYLENE SHE
OR OTHER APPROVED COVERING MA1ER1 O
THE COVER SHALL
>a AROUND THE CI U1CIFERENCE;' SAWED JOINTS SHALL BE'CONSTRUCIED SOON AS THE SUB-BASF MAY BE PLACED•;p R THE SUBGRADE. OVERLAP ALL
:EXPOSED DGES AND SHALL BE SECURED TO PREVENT DI CATION DUE
THE CITY ENGINEER MAY REQUIR&€A` SAMPLE OF THE INSTALLED PERVIOUS PA V ENT"OAN BE-SAWED WITHOUT RAVELING THE SAWED EDG AND BEFORE INITIAL fl•:PNpj*"I (rYSUBGRAflE
SHOULD HAVE A MINIMUM PERMEABILITY OF 0.5 INCH R HOUR. WINDS OR ADJACENT AFFIC CONDITIONS. FOR ADDITIONAL GUI TO
ONE DANCE ON WEATHER
PERVIOUS CONCRETE TO E THAT THE MINIMUM VOID CONTENT CRACKING OC RS USING EITHER A DRY-CUT OR WET SAW. AT NO TIME RING THE SAWING SUGGESTED
_TESTTOR �Slf6GRADE PERMEABILITY 1S THE DOUBLE RING INFILTROMETER A R ASTM D. CONCRETING, SEE 01. 305.
OF 20% IF A M'I VOID CONTENT OF 20% IS ATISFIED, THE PROCESS SH L MODE PAVEMENT SURFACE BE EXPOSED THAN THAT NEED E FOR SAWING. �%` 0 *�P�T%%W C43MPACT
SUB-GRADE, TO AT LEAST 90% STANDARD PROCTOR DENSITY THE LOW R CE
REMOVAL PLACEMENT OF THE PERVIOUS CONCR LL BE ASTM D 698. 1 CEMENT RATIO AND HIGH AMOUNT OF EXPOSED SURFACE
O RVIOUS
•' CIF FILL MATERIAL 1S REQUIRED TO BRING THE SUBGRADE TO FINAL ELEVATION, IT SHALL CLEAN CONCRETE KES IT ESPECIALLY
SUSCEPTIBLE. TO DRYING OUT. KEEP THE SURFAC GIST
Q TO THE SATISFACTION OF THE CITY ENGINEER. �kFIIL'T - L,g: AND FREE 0 - DELETERIOUS MATERIALS. 1T SHALL BE PLACED IN 6-INCH MAXIMUM LAYERS,
AND USING A > RAY APPLIED CURING COMPOUND AND/OR EVAPORATION RETARDER IMMEDI Y
P_RIOR,'TO OMMENCEMENT OF THE WORK THE CONTRACTOR SHALL SUBMIT THE OLLOKING: COMPACT BY_A MECHANICAL VIBRATORY"COMPACTOR TO A MINIMUM DENSITY