17-1017_PALP INC., DBA EXCEL PAVING COMPANY_Plans LEGEND : STREET IMPROVEMENT GENERAL NOTES
1. ALL WORK SHOWN ON THESE PLANS SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE STANDARD SPECIFICATIONS FOR
N BACKFLOW DEVICE - - ELECTRICAL CITY OF SAN JUAN CAPISTRANOPUBLIC WORKS CONSTRUCTION, THE CITY OF SAN JUAN CAPISTRANO's STANDARD PLANS, AND ORANGE COUNTY STANDARD PLANS.
2. ALL WORK SHALL CONFORM TO THE STATE CONSTRUCTION SAFETY ORDERS.
BENCHMARK - GAS 3. ALL WORK SHALL CONFORM TO THE CITY OF SAN JUAN CAPISTRANO LAND USE MANAGEMENT CODE.
STREET IMPROVEMENT PLANS 4. NO GRADING, IF APPLICABLE, SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT AND NOTIFYING THE GRADING INSPECTOR.
- -�H- OVERHEAD LINE 5. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF SAN JUAN CAPISTRANO ENGINEERING DIVISION PRIOR
TREE - - - TELEPHONE TO COMMENCING EXCAVATION IN ANY PUBLIC RIGHT-OF-WAY.
-T 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING INSPECTOR AT (949) 443-6354 AT LEAST 24 HOURS PRIOR TO STARTING ANY
FIRE HYDRANT SAT CABLE TV CONSTRUCTION.
7. PAVING PER THESE PLANS SHALL NOT COMMENCE UNTIL ALL UNDERGROUND WORK, IF ANY, IS COMPLETE. ALL UTILITY SERVICE
GUY WIRE ANCHOR - - - - - 5 SANITARY SEWER FOR CONNECTIONS SHALL BE EXTENDED BEYOND THE ROADWAY RIGHT-OF-WAY.
Gv 8. EXCAVATION AND RESURFACING OF STREETS, FOR LATERAL (PERPENDICULAR TO STREET) TRENCHES, SHALL BE PER CITY STANDARD
D4 GAS VALVE - SD STROM DRAIN 700. THE ENTIRE LANE WIDTHS, PARTIALLY OR FULLY AFFECTED BY SUCH TRENCHES OR EXCAVATIONS SHALL REQUIRE COLD MILLING
® IRON PIPE - - - - w - WATER DEL OBISPO STREET AND AT MINIMUM, AN ASPHALTIC OVERLAY OF 0.1 FOOT IN DEPTH. ALL COLD MILLING AND OVERLAYING AND/OR OTHER STREET
RESURFACING METHODS, SUCH AS SLURRY-SEALS, IF APPROVED BY THE CITY ENGINEER, SHALL INCLUDE THE ENTIRE LENGTH OF THE
JUNCTION BOX - - - - -Rw RECLAIMED WATER EXCAVATION PLUS A THREE (3) FOOT EXTENSION PASSED THE LONGITUDINAL EDGES OF EACH CUT.
9. IN THE EVENT THAT EXISTING TRAFFIC STRIPING AND MARKINGS ARE OBLITERATED BY CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY
JUNCTION BOX-ELEC. - - - OIL OF THE CONTRACTOR TO REPLACE SAID STRIPING TO THE SATISFACTION OF THE CITY ENGINEER.
>� JUNCTION BOX-IRRIG. JET FUEL FROM PDE LA PAZ TO CASPERO 10. ALL PAVING REMOVAL SHALL BE SAW CUT AT THE ENGINEER'S DIRECTION, MINIMUM DEPTH OF CUT - 1'% INCHES.
11. ALL REGULATORY SIGNS SHALL BE PLACED WITHIN 24 HOURS AFTER CURB RETURNS HAVE BEEN CONSTRUCTED IN THE LOCATIONS
�o JUNCTION BOX-RECLAIM W. - - - -S1G TRAFFIC SIGNAL SHOWN ON THESE PLANS.
CIP N 16102 12. ALL GRADING OPERATIONS, WHEN APPLICABLE, INCLUDING REQUIRED INVESTIGATION
SHALL BE PERFORMED AND INSTALLED ACCORDING TO
JUNCTION BOX-DOM. W. - - - - -5L STREET LIGHT THE RECOMMENDATIONS INCLUDED IN THE STRUCTURAL PAVEMENT INVESTIGATION REPORT BY LA BELLW-MARVIN, DATED DECEMBER
2015 AND SOILS REPORT BY LGC GEOTECHNICAL INC., DATED JUNE 7, 2017, FOR CITY OF SAN JUAN CAPISTRANO.
3 -° ST./YARD LIGHT POLES EASEMENT 13. PAVEMENT WHICH DOES NOT JOIN OTHER PAVEMENT OR BUILT UP AGAINST CONCRETE CURBS OR GUTTERS SHALL HAVE A 2-INCH X
O MANHOLE-ELECT. - - RIGHT-OF-WAY 6-INCH REDWOOD HEADER LEFT IN PLACE.
14. STREET LIGHTS ARE TO BE INSTALLED PER THE CITY STANDARDS AND SHALL BE INSTALLED BEHIND THE CURB ON ARTERIAL STREETS
SD MANHOLE-STORM DRAIN PROPERTY LINE AND BEHIND THE SIDEWALK ON LOCAL STREETS (UNLESS CITY HAS APPROVED OTHERWISE). DEVELOPER SHALL PROCESS AN
APPLICATION WITH SDG&E FOR THE VERIFICATION AND LOCATION OF POWER SOURCE AND SHALL SUBMIT, TO CITY, A COPY OF SDG&E
SS MANHOLE-SANITARY SEWER CENTERLINE APPROVED PLANS AND WORK ORDER FOR SUCH WORK, PRIOR TO CITY ISSUANCE OF AN ENCROACHMENT PERMIT FOR THE INSTALLATION
T MANHOLE-TELEPHONE CITY BOUNDARY0 OF SAID REQUIRED STREET LIGHT(S).15. STATIONING REFERS TO CENTERLINE OF STREETS UNLESS OTHERWISE NOTED.
o TRAFFIC SIGNAL POLES 8.00 MAJOR CONTOUR � "� slimn �'
� ta �� 16. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF SAN JUAN CAPISTRANO DOES NOT CONSTITUTE A
CZ0 SEWER CLEAN OUT MINOR CONTOUR REPRESENTATION AS TO ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY PIPE
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO
- -C - - - -C - CUTleft:, �.
`+ PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
BUSHES FILL 6-0-44
VERIFYING THE ACTUAL LOCATION AND ELEVATIONS IN THE FIELD.
' 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING WARNING SIGNS, DEVICES, LIGHTS AND FLAGMEN IN
SIGNS ;, ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION
. 1 _ AND MAINTENANCE WORK ZONES".
ASURVEY MONUMENT 18. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOIL AND MATERIALS TESTS.
St 19. PRIOR TO APPROVAL OF IMPROVEMENTS BY THE ENGINEERING DIVISION AND ACCEPTANCE BY THE CITY, CENTERLINE MONUMENTS SHALL
t w
MAWi BE SET AT ALL POINTS OF INTERSECTING STREETS, BEGINNING OF CURVES, POINTS OF REVERSE CURVE, END OF CURVES, CENTER OF
POLE" "} CUL-DE-SACS AND ANY OTHER POINTS DESIGNATED BY THE ENGINEER. TIES TO MONUMENTS SHALL BE SET WITHIN 90 DAYS AFTER
UTILITY/POWER
COMPLETION OF IMPROVEMENTS AND COPY OF SAID TIES SHALL BE FURNISHED TO THE ENGINEER.
20. REPORTS OF COMPACTION WITHIN THE TRAVELED WAY OF ALL STREETS SHALL BE SUBMITTED TO AND APPROVED BY THE CITY
O WELL MONUMENT 1 SINC 0
in3 ENGINEER PRIOR TO PLACING ANY IMPROVEMENTS.
' 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL TRAFFIC SIGNS WHERE APPLICABLE.
WATER SHUT OFF �' I 22. FOR ALL DETOURS AND STREET CLOSURES, THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER (949) 493-1171, ORANGE
' COUNTY SHERIFF'S DEPARTMENT (949) 443-6371 AND ORANGE COUNTY FIRE AUTHORITY (714) 831-0872, AT LEAST 72 HOURS PRIOR
pQ WATER VALVE TO STREET CLOSURE OR DETOUR.
UTILITY CABINET �'"� 23. THE CONTRACTOR WILL FURNISH "AS-BUILT" DRAWINGS SHOWING THE INDIVIDUAL POWER SOURCE FOR STREET LIGHTS.
' "' + P R V 24. DRIVEWAY CENTERLINE STATIONS ARE INDICATED ON THE PLAN DISTANCES ON CURB APPLY TO CENTERLINE DRIVES ON KNUCKLES AND
� '� � CUL-DE-SAC.
LOCATION S 25. ELEVATIONS INDICATED IN THE PLAN VIEW ARE FLOW LINE OF GUTTER.
Ply[ef , *" 26. MAINTAIN 4' MINIMUM CLEAR SIDEWALK WIDTH AT ALL OBSTRUCTIONS.
ABBREVIATIONS: Sqhopping 27. CONSTRUCTION OF IRRIGATION SLEEVING PER WATER PLANS MUST OCCUR PRIOR TO PAVING.
28. LOCAL DEPRESSION CONSTRUCTION SHALL MAINTAIN AGGREGATE BASE FROM ROADWAY BASE SECTION TO THE CATCH BASIN WEEP
AC ASPHALT CONCRETE HP HIGH POINT 29.
,f HOLES PER ORANGE COUNTY PF&RD STANDARD DETAILS.
29. ALL LOCAL DEPRESSIONS ARE TO BE BUILT PER PLAN VIEW DETAILS.
ABBREV ABBREVIATION H.P. HINGE POINT ' 30. MONUMENTATION: A LICENSED LAND OR CIVIL SURVEYOR IS REQUIRED TO SET NEW MONUMENTATION AND/OR RE-ESTABLISH ANY
ARHM ASPHALTIC RUBBERIZED HOT MIX L LENGTH DAMAGED OR DESTROYED MONUMENTATION DURING CONSTRUCTION/EXCAVATION IN THE CITY RIGHT-OF-WAY. MONUMENTS AND CORNER
RECORDS SHALL BE SUBMITTED TO THE CITY
BCR BEGINNING OF CURB RETURN LP LOW POINT 31. ENGINEERING DIVISION AND FILED WITH THE COUNTY SURVEYOR IN COMPLIANCE WITH AB 1414 AND SECTION 8771 OF THE BUSINESS
BOW BACK OF WALK MAX MAXIMUM � �� r.�
AND PROFESSIONS CODE.
CB CATCH BASIN MH MAINTENANCE HOLE, MANHOLE SanJuan bftwoe&law . 32. ALL STREET SECTIONS LOCATED WITHIN 20 FEET OR LESS, FROM THE TOE OF A SLOPE OF 10' IN HEIGHT OR MORE SHALL BE SHOWN
i
C&G CURB AND GUTTER MIN MINIMUM : AND MARKED ON THE PLANS. THESE SECTIONS SHALL BE PROTECTED FROM UNDERGROUND WATER SEEPAGE BY CUT-OFF SUBDRAIN
"r ? BARRIERS IN ACCORDANCE WITH CITY STANDARD PLAN NO. 350. ANY DEVIATION TO DEVICE OR METHOD OF DRAINAGE SHALL BE
CF CURB FACE MOC MIDDLE OF CURVE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER.
CL CENTERLINE PL PROPERTY LINE 33. CONTRACTOR SHALL PROVIDE A CLEAR UNOBSTRUCTED WALKWAY FOR PEDESTRIANS PAST WORK AREA(S). AT NO TIME SHALL
PEDESTRIANS BE DIRECTED INTO A VEHICULAR LANE.
CLF CHAINLINK FENCE PVMT PAVEMENTimo=Ft 34. NO STAGING OF CONSTRUCTION EQUIPMENT SHALL BE PERMITTED IN THE RIGHT-OF-WAY.
CONC CONCRETE R&R REMOVE & RECONSTRUCT S ArhLkicFie&s r' 35. A TRAFFIC CONTROL PLAN SHALL BE REQUIRED FOR ALL LANE CLOSURES. SAID PLAN SHALL BE SUBMITTED FOR REVIEW AND
PCC PORTLAND CEMENT CONCRETE R W RIGHT OF WAY LAPPROVAL BY THE TRAFFIC ENGINEER PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT FOR WORK IN THE RIGHT-OF-WAY.
etc:Ta 36. SEPARATE ENCROACHMENT PERMITS SHALL BE OBTAINED FROM THE ENGINEERING DIVISION FOR INSTALLATION OF "DRY" UTILITIES IN
DWY DRIVEWAY SL STREET LIGHTTHE RIGHT-OF-WAY.
ECR END CURB RETURN STA STATION �j�Ca*Vaw Rimcho & rt ;` boyo Ave 37. ALL SIDEWALK, CURB AND GUTTER, AND DRIVEWAY APPROACHES, WITHIN THE CITY'S RIGHT-OF-WAY, SHALL BE CONSTRUCTED OVER 6"
ELEC ELECTRICAL STD(S) STANDARD/S1 41 1 ' MINIMUM CLASS II AGGREGATE BASE (3/4" MAXIMUM AGGREGATE SIZE) OR CMB, PER CITY STANDARD PLANS.
EOP EDGE OF PAVEMENT ` J ` J � 38. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH ALL SECTIONS OF THE MUNICIPAL CODE OF THE CITY OF SAN JUAN
SIN SIDEWALK co ino Del Avian 0 Off; Away rl ,^;ti *� {' 4��p� CAPISTRANO, ESPECIALLY SECTION 6-3.06(6), (C), (D), AND (E), AND SHALL SECURE THE SERVICES OF THE CITY'S EXCLUSIVE SOLID
EXIST. EXISTING TBS TOP OF BOTTOM STEP ��. x"" WASTE HAULER FOR THEIR SOLID WASTE HANDLING NEEDS.
FG FINISHED GRADE 39. EROSION AND SEDIMENT CONTROL SHALL BE PURSUANT TO BEST MANAGEMENT PRACTICES AND SHALL BE INSTALLED AND MAINTAINED
TC,TOC TOP OF CONCRETE CURB i4r7 BY CONTRACTOR DURING ENTIRE CONSTRUCTION PERIOD.
FH FIRE HYDRANT TG TOP OF GRADE �` '� a" k 'Ylitt[CE9"6 40. MAINTAIN THE SITE INA "WET-DOWN" CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. PERIODICALLY REMOVER
FL FLOW LINE TTS TOP OF TOP STEP `~p _ '� SPILLAGE FROM THE PUBLIC RIGHT-OF-WAY BY SWEEPING OR SPRINKLING, HOWEVER, WATERIG THAT RESULTS IN MUD ON PUBLIC
FT FEET STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS.
TYP TYPICAL 41. PER CITY COUNCIL POLICY 601, AN ARCHAEOLOGICAL AND NATIVE AMERICAN MONITOR IS REQUIRED TO BE ON SITE DURING ALL
FS FINISHED SURFACE VAR VARIES EXCAVATION ACTIVITIES IN EXCESS OF 18 INCHES, UNLESS DETERMINED TO BE EXEMPT BY THE PLANNING DIRECTOR. A FINAL REPORT
G GAS INV WATER VALVE MUST BE PREPARED AND SUBMITTED TO THE ENGINEERING DIVISION WHEN MONITORING REQUIREMENTS OF THIS PROJECT ARE COMPLETE.
ALL COSTS SHALL BE BORNE BY PERMITTEE.
GB GRADE BREAK 42. PER CITY COUNCIL POLICY 505, NIGHT TIME CONSTRUCTION WORK WILL BE REQUIRED ON HEAVILY TRAVELED STREETS (IN
NON-RESIDENTIAL NEIGHBORHOODS). REFER TO POLICY FOR AFFECTED STREETS.
43. IMPROVEMENT AND/OR CONSTRUCTION OF BIKE TRAILS SHALL BE PER CITY STANDARD NO. 345.
44. WHERE GROUND WATER IS ENCOUNTERED DURING TRENCHING AND/OR EXCAVATION, A MINIMUM OF 1 FOOT OF NO. ROCK SHALL BE
STORM DRAIN IMPROVEMENT GENERAL N 0 TE S
PLACED BENEATH ANY PIPE TO THE SATISFACTION OF THE CITY ENGINEER.
0 45. INGRESS AND EGRESS TO EXISTING ESTABLISHMENTS SHALL BE KEPT OPEN TO THE SATISFACTION OF THE CITY ENGINEER.
46. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNER'S IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION
w 1. ALL TRENCH BACKFILL SHALL BE TO THE SATISFACTION OF THE SOILS ENGINEER AND IN ACCORDANCE WITH HIS/HER FROM THE OWNER OF THE ADJACENT PROPERTIES, AND SUBMITTING A NOTARIZED COPY THEREOF TO THE CITY ENGINEERING DIVISION.
0 RECOMMENDATIONS. 47. ISSUANCE OF A PERMIT FROM THE ENGINEERING DIVISION AND/OR BUILDING DIVISION DOES NOT ELIMINATE THE NEED FOR PERMITS
Qu 2. THE DESIGN CIVIL ENGINEER, IN CONJUNCTION WITH THE CONTRACTOR, SHALL VERIFY THE FLOW LINE OF EXISTING STRUCTURES IN INDEX TO DRAWINGS FROM OTHER CITY REGULATORY DIVISIONS/DEPARTMENTS OR AGENCIES WITH REGULATORY RESPONSIBILITIES FOR CONSTRUCTION
r� THE FIELD AGAINST THE CONTROL PROVIDED, PRIOR TO CONSTRUCTION OF ANY MANHOLES OR ANY UPSTREAM STORM DRAIN. IF ACTIVITIES ASSOCIATED WITH THE WORK AUTHORIZED ON THIS PLAN.
LO o THE EXISTING FLOW LINE VARIES FROM THE PLANNED ELEVATION BY MORE THAN 00.10 FEET, THE DESIGN ENGINEER SHALL 48. "AS BUILT" MYLAR DRAWINGS AND DIGITAL COPIES (IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF SAN JUAN CAPISTRANO
j ADJUST THE GRADES BETWEEN THE JUNCTURE AND THE NEXT UPSTREAM MANHOLE. SHEET NO. PLAN NO. SHEET TITLE DIGITAL SUBMISSION STANDARDS), SHALL BE SUBMITTED TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF IMPROVEMENTS IN
3. ANY TRENCH CUTS EXCEEDING 5 FEET IN DEPTH SHALL REQUIRE A PERMIT FROM THE CALIFORNIA STATE DEPARTMENT OF ACCORDANCE WITH APPROVED REVISIONS, TO THE SATISFACTION OF THE CITY ENGINEER.
INDUSTRIAL SAFETY.
4. STATIONING REFERS TO CENTERLINE OF CONDUITS UNLESS OTHERWISE NOTED. 1 -3 T-1 TO T-3 TITLE, NOTES AND TYPICAL SECTION SHEETS
U 5. CONCRETE SHALL BE 560-C-3250, 5-INCH MAXIMUM SLUMP AND, 560-B-3250, 4-INCH MAXIMUM SLUMP, BOTH AS PER
STANDARD SPECIFICATIONS, SECTION 201. 4 SV-1 INDEX MAP AND SURVEY CONTROL PLAN
6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS.
7. ALL EXPOSED FERROUS METAL PARTS TO BE GALVANIZED PER ASTM A-123 AFTER FABRICATION.
5-8 C-1 TO C-4 STREET IMPROVEMENT PLANS
° 8. ALL R.C.P. SHALL BE CAST OR CENTRIFUGALLY SPUN REINFORCED CONCRETE PIPE, IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS. THE STORM DRAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ORANGE COUNTY RDMD STANDARD PLAN 1319,
o BEDDING DETAIL. 9 C-5 RETAINING WALL PLANS
9. ALL CATCH BASINS SHALL BE LINED WITH FABRIC FILTERS IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION Ga
a SYSTEM (NPDES) REQUIREMENTS. FILTER FABRIC TYPE AND MATERIAL SHALL BE TO THE SATISFACTION OF THE CITY ENGINEER. 10-11 C-6 TO C-7 DRIVEWAY DETAILS PLAN AND PROFILE CITY OF SAN JUAN CAPISTRANO
10. ALL CATCH BASINS SHALL HAVE WEEP HOLES PER ORANGE COUNTY RDMD STANDARD PLANS. PUBLIC WORKS AND UTILITIES DEPARTMENT
11. ALL CATCH BASINS SHALL BE STENCILED "NO DUMPING - DRAINS TO OCEAN" BY DEVELOPER, PER APPROVED CITY STANDARD 12-13 C-8 TO C-9 STORM DRAIN IMPROVEMENT PLANS
(DEVELOPER TO PURCHASE CURB MARKERS FROM THE CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT). DEL OBISPO W
12. ALL JUNCTION STRUCTURES SHALL BE TYPE VI, PER ORANGE COUNTY RDMD STANDARD PLAN 1315, UNLESS OTHERWISE INDICATED
�n ON THE DRAWINGS. 14 C-10 FILTERRA TYPICAL DETAILS*
0 13. EXTRA THICK R.C.P. AT FLOW LINE ONLY SHALL HAVE A MINIMUM 116" THICK CLEARANCE FROM REINFORCING AT INVERT AND TITLE SHEET AND GENERAL NOTES
SHALL BE PLACED AS NOTED IN PROFILE. 15-17 C-11 TO C-13 SIGNING AND STRIPING PLAN
14. PIPE BEDDING SHALL BE PER ORANGE COUNTY RDMD STANDARD PLAN NO. 1319.
0 15. STORM DRAIN PIPE LENGTHS INDICATED ARE HORIZONTAL PROJECTIONS ON CENTERLINE OF PIPE. CONTRACTOR SHALL BE 1 8 TS-1 TRAFFIC SIGNAL MODIFICATION PLAN DEL 0 B I S P 0 STREET
RESPONSIBLE FOR EXTRA ACTUAL LENGTH BASED ON PIPE SLOPE AND ANGULAR INLETS.
0 16. ALL STREET SECTIONS LOCATED WITHIN 20 FEET OR LESS, FROM THE TOE OF A SLOPE OF 10' IN HEIGHT OR MORE SHALL BE zPASEO DE LE PAZ TO CALLE ASPERO
Qo SHOWN AND MARKED ON THE PLANS. THESE SECTIONS SHALL BE PROTECTED FROM UNDERGROUND WATER SEEPAGE BY CUT-OFF 19-20 W-1 TO W-2 WATER IMPROVEMENT PLAN o Z PLANS PREPARED BY:
o SUBDRAIN BARRIERS IN ACCORDANCE WITH CITY STANDARD PLAN NO. 350. ANY DEVIATION TO DEVICE OR METHOD OF DRAINAGE a O
2121 ALTON PARKWAY, SUITE 200
SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER.
21 -25 E1 TO E5 STREET LIGHTING PLANS
H
W U� IRVINE, CA 92606
0 26-30 L1 .0 TO L3.2 LANDSCAPE PLANS
QCNC
PHONE (949) 863-0588
31 -33 - VERDURA RETAINING WALL PLANS W E N G I N E E R I N G FAX (949) 863-0589
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75
FORE k, Under 34 - SHORING WALL PLANS Consulting Civil Engineers Land Surveyors
� ° Seround
rice Alert PLANS ARE FOR REFERENCE PURPOSES ONLY oQ�OFESS/p, l %ATZAA� 36943 06/27/2017
of Southern California
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NO.36943° 1-80®-CL7-2011 EXP.0613018 DRAWN BY: DESIGNED BY: APPROVED BY: PLAN 0
or 811 ��q C/V`� �, z Jc Jc SHEET
CHECKED BY: CHECKED BY:
TWO WORKING DAYS BEFORE YOU DIG TF�F CAI-�F� z SN SN GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE 1 OF34 U
CITY ENGINEER
6/26/2017 12: 31 PM
EROSION AND SEDIMENT CONTROL GENERAL NOTES GRADING IMPROVEMENT GENERAL NOTES
IN CASE OF EMERGENCY, CALL: STATEMENT WITH RESPECT TO EASEMENTS ON SUBJECT PROPERTY:
THE PROJECT ENGINEER/ARCHITECT HAS REVIEWED TITLE REPORT NUMBER_ ----_- DATED__________ AS IT RELATES TO PROPERTY LOCATED AT
(RESPONSIBLE PERSON) -------- AND HAS DEPICTED ALL ENCUMBERED EASEMENTS ON THESE IMPROVEMENT PLANS.
AT (24-HOUR PHONE NUMBER).
SIGNED BY-------------------------- DATE--------------
THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND CERTIFY THAT THE SYSTEM FUNCTIONS PROPERLY AND IS IN ACCORDANCE WITH
THE APPROVED PLANS.
THE FOLLOWING GENERAL GRADING NOTES SHALL APPEAR ON THE PLAN(S). IF A DISCREPANCY EXISTS BETWEEN THESE NOTES AND THE WORK PROPOSED ON THE GRADING PLAN, CORRECT THE
(SIGNATURE AND REGISTRATION NUMBER) (DATE) PLAN(S) TO COMPLEMENT AND BE CONSISTENT WITH THE NOTES.
1. THE DIRECTOR OF ENGINEERING & BUILDING, OR DESIGNEE, RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. GENERAL GRADING NOTES:
2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE
AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID INSTALLATION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OF THE CITY OF SAN JUAN CAPISTRANO, GEOTECHNICAL REPORTS NOTED HEREON, AND ANY SPECIAL REQUIREMENTS OF THE
MEASURES WHEN RAIN IS IMMINENT. PERMIT.
3. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER/CITY ENGINEER OR, IN AN EMERGENCY, BY THE DESIGN CIVIL
ENGINEER OR DESIGNEE. 2. INITIAL INSPECTION. PRIOR TO ANY GRADING OR BRUSHING, PREPARATORY TO GRADING, THERE SHALL BE A PRE-GRADING MEETING HELD ON THE SITE. THE PROJECT COORDINATOR SHALL
4. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST CONTACT THE CITY GRADING/BUILDING INSPECTOR, CITY ENGINEERING INSPECTOR, AND CITY PUBLIC WORKS INSPECTOR AT LEAST 48 HOURS PRIOR AND SHALL CONTACT THE FOLLOWING PRINCIPALS
EXCEEDS 40 PERCENT. FORECASTS SHALL BE RECEIVED FROM BROADCASTS PROVIDED BY THE UNITED STATES WEATHER SERVICE. TO BE REPRESENTED AT THE MEETING: OWNER, SOILS ENGINEER, ENGINEERING GEOLOGIST, CIVIL ENGINEER (OR ARCHITECT) AND GRADING CONTRACTOR.
5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED
SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE 3. SUBSEQUENT INSPECTIONS. REQUESTS FOR INSPECTION BY THE GRADING/BUILDING INSPECTOR OR RECORD OF THE FOLLOWING ITEMS SHALL BE MADE IN THE FORM AND MANNER AS REQUIRED BY
MAY RESULT IN PENALTIES. THE BUILDING DIVISION:
6. GRADED AREAS AROUND THE TRACT PERIMETER, IF APPLICABLE, MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER (A) CANYON CLEANOUT. AFTER ALL BRUSH AND UNSUITABLE MATERIAL HAS BEEN REMOVED AND AN ACCEPTABLE BASE HAS BEEN EXPOSED, BUT BEFORE ANY FILL IS PLACED.
CREATES A HAZARDOUS CONDITION.
8. AREAS SHALL BE MAINTAINED IN SUCH STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). (B) TOE BENCH AND KEY INSPECTIONS. AFTER THE NATURAL GROUND OR BEDROCK IS EXPOSED AND PREPARED TO RECEIVE FILL, BUT BEFORE FILL IS PLACED.
9. FAILURE TO HAVE EROSION CONTROL MEASURES INSTALLED AT THE REQUIRED TIMES WILL RESULT IN FORFEITURE OF THE CLEAN-UP AND COMPLE11ON DEPOSIT. (C) OVER-EXCAVATION. AFTER AREA HAS BEEN EXCAVATED, BUT BEFORE FILL IS PLACED.
WORK SHALL NOT CONTINUE UNTIL THE DEPOSIT IS REPLENISHED. (D) EXCAVATION INSPECTION. AFTER THE EXCAVATION IS STARTED, BUT BEFORE THE VERTICAL DEPTH OF THE EXCAVATION EXCEEDS TEN FEET.
10. PLANTING FOR SLOPE PROTECTION SHALL BE ACCOMPLISHED PRIOR TO ROUGH GRADE RELEASE UNLESS A WAIVER OF THIS REQUIREMENT HAS BEEN OBTAINED (E) FILL INSPECTION. AFTER THE FILL PLACEMENT IS STARTED, BUT BEFORE THE VERTICAL HEIGHT OF THE FILL EXCEEDS TEN FEET.
FROM THE CITY ENGINEER/CITY ENGINEER. (F) DRAINAGE DEVICE INSPECTION. CONTACT GRADING/BUILDING INSPECTOR OF RECORD FOR REQUIREMENTS.
11. ALL LOT PADS SHALL BE DESIGNED TO DRAIN TO AN ACCEPTABLE LOCATION AT A MINIMUM OF 1 PERCENT. (G) PAVING. FOR ON-SITE PAVING, CONTACT GRADING/BUILDING INSPECTOR OF RECORD FOR REQUIREMENTS AND INSPECTION. FOR PAVING IN PUBLIC RIGHT-OF-WAY, CONTACT ENGINEERING
12. DEVICES SHALL BE PROPERLY MAINTAINED IN PLACE UN11L PROJECT COMPLETION; TORN GRAVEL BAGS SHALL BE REPLACED. INSPECTOR FOR REQUIREMENTS AND INSPECTION.
13. BUILD-UP OF SILT AROUND ANY DESILTERS SHALL BE PERIODICALLY REMOVED TO THE SATISFACTION OF THE CITY INSPECTOR AND THE FIELD SUPERINTENDENT. (H) ROUGH GRADING. WHEN ALL ROUGH GRADING HAS BEEN COMPLETED. THIS INSPECTION MAY BE CALLED FOR AT THE COMPLETION OF ROUGH GRADING WITHOUT THE NECESSITY OF THE CITY
THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR TEMPORARY STORAGE OF EXISTING MANHOLE COVERS, IF APPLICABLE, UNTIL DESILTER USE OF MANHOLE IS ENGINEER HAVING PREVIOUSLY REVIEWED AND APPROVED THE REPORTS. UNDER NORMAL CIRCUMSTANCES, ALL SUBDRAINS AND SLOPE DRAINS SHALL BE IN PLACE AND APPROVED AS A
COMPLETE. CONDITION FOR ROUGH GRADING RELEASE.
14. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 18 INCHES. (1) FINAL. ALL WORK, INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND OTHER PROTECTIVE DEVICES HAS BEEN COMPLETED AND ALL WRITTEN PROFESSIONAL APPROVALS AND THE
15. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM PUBLIC DRAINS OR PIPES, FROM DRAINS OR PIPES OF ADJACENT PROPERTIES, AND FROM REQUIRED REPORTS HAVE BEEN SUBMITTED. REQUIRED REPORTS FROM THE SOILS ENGINEER SHALL INCLUDE, BUT NOT BE LIMITED TO, INTERIOR AND EXTERIOR UTILITY TRENCH BACKFILL
ALL PUBLIC AND PRIVATE STREETS. COMPACTION AND RETAINING WALL BACKFILL COMPACTION. AN AS-BUILT PLAN WILL BE REQUIRED IF, IN THE OPINION OF THE CITY ENGINEER, THE FINISHED SITE SIGNIFICANTLY DEVIATES
16. SUBSEQUENT RAINY SEASONS. FOR PROJECTS EXTENDING INTO SUBSEQUENT RAINY SEASONS, NEW TEMPORARY DRAINAGE AND EROSION CONTROL PLANS SHALL FROM THE APPROVED GRADING PLAN.
BE SUBMITTED. THESE PLANS SHALL COMPLY WITH ALL THE ABOVE MENTIONED REQUIREMENTS.
17. EROSION AND SEDIMENT CONTROL SHALL BE IN PLACE AND MAINTAINED DURING THE ENTIRE CONSTRUCTION PERIOD. 4. CUT SLOPES SHALL BE NOT STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. ALL MANUFACTURED SLOPES SHALL BE DESIGNED AND CONSTRUCTED PER CITY OF SAN JUAN CAPISTRANO MUNICIPAL
18. PROVIDE AT DOWNSTREAM CATCH BASINS A WAY TO CATCH DEBRIS FROM ENTERING CATCH BASIN AND PROVIDE PROTECTION AROUND IT DURING THE ENTIRE CODE SECTION 9-3.505 AND 9-4.112. ALL SUCH SLOPES SHALL BE 2:1 OR FLATTER. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL AND SHALL HAVE NOT LESS
CONSTRUCTION PHASE (GRAVEL BAGS OR OTHER CITY APPROVED METHOD.) PROTECTION MUST BE IN PLACE AND MAINTAINED DURING THE ENTIRE CONSTRUCTION THAN 90% COMPACTION OUT TO THE FINISHED SURFACE.
PROCESS.
19. PROVIDE PROTECTION DURING ENTIRE CONSTRUCTION PHASE AROUND ALL INLETS WHERE SOIL IS NOT STABILIZED YET WITH VEGETATION (GRAVEL BAGS OR OTHER 5. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% DENSITY AS DETERMINED BY C.B.C. STANDARD NO. 70-1-70 AND, CERTIFIED BY THE SOILS ENGINEER.
CITY APPROVED METHOD.)
20. PROVIDE SEDIMENT TRAP AT OUTLET OF ALL PIPES, PRIOR TO ENTERING V-GUTTERS DURING ENTIRE CONSTRUCTION PHASE. RIP RAP MAY BE USED IF 6. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD AND SOILS ENGINEER PRIOR TO PLACEMENT OF ANY FILL.
APPROPRIATE. AFTER FILL IS PLACED, A COMPACTION REPORT, TEST RESULTS AND A LETTER OF CERTIFICATION SIGNED AND STAMPED BY THE SOILS ENGINEER SHALL BE SUBMITTED TO THE CITY'S
21. IF DEEMED NECESSARY BY CITY INSPECTOR, PROVIDE ADDITIONAL GRAVEL BAGS OR STRAW BALES ON-SITE, ESPECIALLY IN AREAS WITH STEEP SLOPES, TO SLOW GRADING/BUILDING INSPECTOR OF RECORD.
WATER AND PROVIDE ADDITIONAL SEDIMENT CONTROL DURING ENTIRE CONSTRUCTION PHASE.
22. IF DEEMED NECESSARY BY CITY INSPECTOR, PROVIDE TWO ROW HIGH GRAVEL BAGS OR STRAW BALES ON THE SLOPE DOWNSIDE NEXT TO ANY PROPOSED SILT 7. FILLS SHALL BE BENCHED INTO COMPETENT MATERIAL AS PER DETAIL ON PLAN.
FENCES.
23. ALL DISTURBED SLOPES SHOULD BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION (SUCH AS HYDRO SEEDING, OR OTHER APPROVED MEASURES). ALL INLETS 8. ALL EXISTING FILLS SHALL BE APPROVED BY THE CITY ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILL IS ADDED.
SHOULD BE PROTECTED UNTIL VEGETATION IS AT LEAST 80% ESTABLISHED.
24. STABILIZED CONSTRUCTION ENTRANCES MUST BE SET UP PRIOR TO ANY GRADING OR EARTHWORK OPERATION. CONTRACTOR TO MAINTAIN ENTRANCE DURING 9. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED PER ORANGE COUNTY HEALTH DEPARTMENT REQUIREMENTS AND APPROVED BY THE
CONSTRUCTION.
CITY ENGINEER AND SOILS ENGINEER.
25. SAW CUTTING WATER RUNOFF: SAW CUTTING WATER RUNOFF CONTAINS POLLUTANTS THAT MUST BE CONTAINED AND DISPOSED OF PROPERLY. THE CONTRACTOR
SHALL: 10. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED AND MAINTAINED WITH A GROUND COVER APPROVED BY THE CITY ENGINEER. AN APPROVED IRRIGATION SYSTEM OR WATER FACILITIES
MAY BE REQUIRED BY THE CITY ENGINEER PRIOR TO ROUGH GRADE APPROVALS.
PREVENT SAW CUT WATER RUNOFF FROM ENTERING CATCH BASINS, MANHOLES, AND STORM DRAINS.
11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO EXCAVATION.
DIRECT WATER INTO A TEMPORARY PIT, AND DISPOSE OF THE WATER BY VACUUMING THE WATER INTO A TRUCK AND REMOVING THE WATER FROM THE SITE.
12. THE DESIGN CIVIL ENGINEER, PRIOR TO ROUGH GRADE APPROVAL, SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER LOT, SET AT THE HIGHEST POINT IN THE FINISHED DRAINAGE SWALE. THE
PLACE DRIP PANS OR ABSORBENT MATERIALS UNDER SAW CUTTING EQUIPMENT WHEN NOT IN USE. ELEVATION OF THE FLOOR SHALL BE CERTIFIED IN WRITING TO ENSURE PROPER CLEARANCE AND FALL TO DRAINAGE SWALE. THESE ELEVATIONS SHALL BE NOTED ON THE BUILDING PLANS.
CLEAN UP SPILLS WITH ABSORBENT MATERIALS RATHER THAN BURYING. DISPOSE OF ABSORBENT MATERIAL PROPERLY. 13. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SITE SOILS ENGINEER PER THE GRADING CODE AND LETTER REPORT SIGNED AND STAMPED AND SENT TO THE CITY'S
26. CONCRETE AND MORTAR PRODUCTS: THE CONTRACTOR SHALL PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS INTO STORM WATER OR STORM WATER GRADING/BUILDING INSPECTOR OF RECORD WITH RESULTS OF TESTS.
SYSTEMS FROM CONCRETE WASTE BY CONDUCTING WASHOUTS AT APPROPRIATE OFF-SITE LOCATIONS, PERFORMING ON-SITE WASHOUTS IN A DESIGNATED AREA, BUILDING INSPECTORR
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THE HE CVIL ENGINEER/SURVEYOR SUVEOSHALL CEY LINE, GRADE AND DRAINAGE OF DEVELOPMENT AREA. HE CERTIFICATION SHALL BE SUBMITTED O E CITY'S GRADING
/BUILDING PROVIDING APPROPRIATE TRAINING FOR EMPLOYEES AND SUBCONTRACTORS. / /
OF RECORD PRIOR TO FOOTING AND SLAB PLACEMENT.
THE CONTRACTOR SHALL STORE AND MIX DRY AND WET MATERIALS EITHER OFF-SITE OR UNDER COVER, AWAY FROM DRAINAGE AREAS.
15. PRESATURAl10N CERTIFICATION OF SUBGRADE IS REQUIRED TO BE SUBMITTED TO THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD PRIOR TO FOOTING AND/OR SLAB PLACEMENT PER THE
FOR WASHOUT OF CONCRETE TRUCKS, THE CONTRACTOR SHALL PROVIDE APPROPRIATE OFF-SITE LOCATIONS OR DESIGNATED CONTAINED AREAS AT LEAST 50 FEET SOILS REPORT.
AWAY FROM STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS.
16. ANY LOT CORNER OR OCEMA BM, MONUMENT OR TIE DESTROYED OR DISPLACED SHALL BE RESTORED TO ITS ORIGINAL POSITION BY A LICENSED ENGINEER OR SURVEYOR. ANY CHANGE IN
THE CONTRACTOR SHALL PREVENT RUN-OFF FROM DESIGNATED WASHOUT AREAS BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH TO LOCATION OR ELEVATION SHALL BE REPORTED TO THE CITY ENGINEER AND ORANGE COUNTY RDMD BY A LICENSED ENGINEER OR LAND SURVEYOR ON 8V X 11" PAPER (ONE SIDE ONLY) SHOWING
HANDLE ALL PRODUCED LIQUID AND SOLID WASTE. WHEN CONCRETE SETS, BREAK UP AND DISPOSE OF CONCRETE IN CONSTRUCTION FILLS PER DIRECTION OF THE LOCATION AND TIES OR LEVEL RUN.
SOILS ENGINEER OR DISPOSE OF IT AS SOLID WASTE AND/OR RECYCLE. 17. SITUATION CONTROL FACILITIES (RAINY SEASON: OCTOBER 15 TO APRIL 15):
THE CONTRACTOR SHALL INFORM CONCRETE SUPPLIERS AND SUBCONTRACTORS OF THE DESIGNATED WASHOUT LOCATIONS AND DISPOSAL SITES FOR CONCRETE AND
MORTAR PRODUCTS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL WORKERS USE IT APPROPRIATELY. PRIOR TO THE START OF ANY WORK ON DESILTING BASINS AND EROSION CONTROL FACILITIES, THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD AND THE DEPARTMENTAL EROSION CONTROL
ENGINEER SHALL BE CALLED TO REVIEW THE PLACEMENT OF SAID FACILITIES.
27. DURING CONSTRUCTION, CONTRACTOR MUST PROVIDE DAILY STREET SWEEPING. (SWEEP AT END OF EVERY DAY TO PICK-UP DIRT AND/OR DEBRIS.)
28. CONSTRUCTION WATER: THE CONTRACTOR SHALL REDUCE OR ELIMINATE EXCESSIVE CONSTRUCTION WATER THAT MAY CAUSE EROSION AND CARRY POLLUTANTS DURING INSTALLATION, INSPECTIONS ARE TO BE CALLED BEFORE ANY CONCRETE IS POURED AND AFTER STRUCTURE IS COMPLETE.
FROM THE SITE. IN ADDITION, THE CONTRACTOR SHALL:
(A) AFTER EXCAVATION, BUT PRIOR TO FILL PLACEMENT. PRE-FABRICATED DEVICES TO BE AVAILABLE ON SITE FOR INSPECTION.
STORE CONSTRUCTION WATER IN LEAK-PROOF TANKS LOCATED AWAY FROM DRAINAGE SYSTEMS. (B) AFTER FILL PLACEMENT, BUT PRIOR TO PLACEMENT OF CONCRETE OR OTHER NON-EROSIVE MATERIALS.
USE CONSTRUCTION WATER CONSERVATIVELY. (C) AFTER COMPLETION, IN ACCORDANCE WITH REQUIREMENTS OF THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD.
WHENEVER POSSIBLE, DISPOSE OF EXCESS WATER ON-SITE, BY ALLOWING IT TO SOAK INTO THE GROUND. 18. THE PROJECT SITE SHALL BE MAINTAINED IN A "WET-DOWN" CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. PERIODICALLY, SPILLAGE AND DUST SHALL BE REMOVED FROM
THE PUBLIC RIGHT-OF-WAY BY SWEEPING OR SPRINKLING; HOWEVER, WATERING THAT RESULTS IN MUD ON PUBLIC STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS.
29. ASPHALT AND BITUMINOUS PRODUCTS: THE CONTRACTOR SHALL PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS FROM ASPHALT AND BITUMINOUS 19. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, FLASHING ARROW BOARD AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BE
OPERATIONS BY PREVENTING RUNAND RUN-OFF OF WATER DURING PAVING OPERATIONS AND PROVIDING APPROPRIATE TRAINING FOR EMPLOYEES AND
SUBCONTRACTORS. IN ADDITION, THEHE CONTRACTOR SHALL: REQUIRED BY THE CITY ENGINEER. ALL ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTS AS SPECIFIED IN THE LATEST EDITION OF THE "CONSTRUCTION SAFETY
ORDERS", AND W.A.T.C.H.. FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE SECTION OF THE C.V.C. AND CORRECTIVE COSTS TO THE CITY WILL BE CHARGED.
AVOID PRIME OR TACK COATING DURING WET WEATHER.
20. GEOLOGIC AND/OR SOILS REPORTS PREPARED BY FILL IN NAME(S) AND DATED FILL IN DATE(S), HAVE BEEN REVIEWED AND APPROVED BY THE CITY ENGINEER OR HIS DESIGNEE, INCLUDING ALL
STORE MATERIALS AWAY FROM DRAINAGE COURSES. SUPPLEMENTS, ADDENDA AND AMENDMENTS THERETO ARE INCLUDED BY REFERENCE. ALL RECOMMENDATIONS CONTAINED THEREIN MUST BE FOLLOWED.
COVER CATCH BASINS AND MANHOLES WHEN APPLYING SEAL COAT, TACK COAT, SLURRY SEAL, FOG SEAL, ETC. 21. ESTIMATED QUANTITY OF CUT 3.055 CY.
ESTIMATED QUANTITY OF FILL 404 CY.
MAKE SURE SAND OR GRAVEL PLACED OVER NEW ASPHALT DOES NOT WASH INTO STORM DRAINS, STREETS, OR CREEKS. (FOR PLAN REVIEW AND PERMIT FEE PURPOSES ONLY, NOT FOR BID OR PAYMENT).
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N DISPOSE OF OLD ASPHALT PROPERLY AND COLLECT, AND REMOVE ALL BROKEN ASPHALT FROM THE SITE, AND RECYCLE WHENEVER POSSIBLE. 22. THE CONTRACTOR SHALL PAY FOR THE INITIAL SOIL AND MATERIALS TESTS AND ANY SUBSEQUENT SOIL AND MATERIALS TESTS DEEMED NECESSARY DUE TO FAILURE OF THE INITIAL TESTS, AS
0DETERMINED BY THE CITY ENGINEER OR DESIGNEE.
> DO NOT DISPOSE OF ASPHALT PRODUCTS INTO WATERWAYS.
U 23. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNER'S IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION FROM THE OWNERS OF THE ADJACENT PROPERTIES AND
U FOLLOW THE STORM WATER PERMITTING REQUIREMENTS FOR INDUSTRIAL ACTIVITIES IF PAVING INVOLVES AN ON-SITE MIXING PLANT. SUBMITTING A COPY THEREOF TO THE CITY ENGINEERING DIVISION.
I
Qu 30. HOUSEKEEPING/CLEANUP: THE CONTRACTOR SHALL PREVENT POLLUTION OF STORM WATER FROM CLEAN-UP AND DISPOSAL OPERATIONS BY USING GOOD 24. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
o HOUSEKEEPING METHODS. WHEN FLUIDS OR DRY MATERIALS SPILL, CLEAN-UP SHOULD BE IMMEDIATE, THOROUGH, AND ROUTINE. THE CONTRACTOR SHALL NEVER PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND/OR DEVELOPER SHALL BE HELD LIABLE FOR ANY DAMAGE
LO ATTEMPT TO 'WASH THEM AWAY" WITH WATER OR BURY THEM. THE CONTRACTOR SHALL REPORT SIGNIFICANT SPILLS TO THE APPROPRIATE SPILL RESPONSE DUE TO OBSTRUCTION OF NATURAL DRAINAGE PATTERNS. IF THE FOREGOING CANNOT BE COMPLIED WITH, A FULLY EXECUTED, NOTARIZED AND RECORDED AGREEMENT BETWEEN THE AFFECTED
j AGENCIES IMMEDIATELY. THE CONTRACTOR SHALL RECOGNIZE THAT DIFFERENT TYPES OF MATERIALS HAVE DIFFERENT DISPOSAL REQUIREMENTS AND FOLLOW PARTIES SHALL BE EXECUTED.
co APPROPRIATE PRACTICES. THE CONTRACTOR SHALL CONFINE NON-HAZARDOUS DEBRIS TO DUMPSTERS, COVERED AT NIGHT OR DURING WET WEATHER, AND TAKE
THE DEBRIS TO A LANDFILL FOR RECYCLING OR DISPOSAL. THE CONTRACTOR SHALL HANDLE HAZARDOUS DEBRIS IN ACCORDANCE WITH SPECIFIC LAWS AND 25. WORK, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND THE TRAVELING PUBLIC.
REGULATIONS AND DISPOSE OF THEM PROPERLY. A SEPARATE PERMIT MAY BE REQUIRED. COMMON HAZARDOUS DEBRIS FOUND ON CONSTRUCTION SITES ARE:
cf� LIQUID RESIDUES FROM PAINTS, THINNERS, SOLVENTS, GLUES, AND CLEANING FLUIDS; LEACHING AGENTS FROM LUMBER SUCH AS FORMALDEHYDE, ARSENIC, 26. ALL STREET SECTIONS LOCATED WITHIN 20 FEET OR LESS, FROM THE TOE OF A SLOPE OF 10' IN HEIGHT OR MORE SHALL BE SHOWN AND MARKED ON THE PLANS. THESE SECTIONS SHALL BE
/ COPPER, CREOSOTE AND CHROMIUM; MOTOR OIL; GEAR OIL; ANTIFREEZE FLUIDS; BRAKE FLUIDS; ETC.; AND UNUSED PESTICIDES. PROTECTED FROM UNDERGROUND WATER SEEPAGE BY CUT-OFF SUBDRAIN BARRIERS IN ACCORDANCE WITH CITY STANDARD PLAN NO. 350. ANY DEVIATION TO DEVICE OR METHOD OF DRAINAGE
31. NPDES AND CLEAN WATER ACT OF 1990 COMPLIANCE. (ALL DEVELOPMENTS) THE APPLICANT SHALL SUBMIT TO THE CITY ENGINEER FOR REVIEW AND OBTAIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER.
APPROVAL FOR A WATER QUALITY MANAGEMENT PLAN (WQMP)/EROSION CONTROL PLAN SPECIFICALLY IDENTIFYING STRUCTURAL AND NON-STRUCTURAL BEST
MANAGEMENT PRACTICES (BMP'S) THAT WILL BE USED ON-SITE TO CONTROL PREDICTABLE POLLUTANT RUNOFF. 27. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH ALL SECTIONS OF THE MUNICIPAL CODE OF THE CITY OF SAN JUAN CAPISTRANO, ESPECIALLY SECTION 6-3.06(B), (C), (D), AND
32. NPDES INDUSTRIAL PERMIT FOR GRADING IN EXCESS OF 1 ACRE. THE APPLICANT SHALL SUBMIT A NOTICE OF INTENT (N01) TO THE CALIFORNIA STATE WATER (E), AND SHALL SECURE THE SERVICES OF THE CITY'S EXCLUSIVE SOLID WASTE HAULER FOR THEIR SOLID WASTE HANDLING NEEDS.
j RESOURCE CONTROL BOARD FOR COVERAGE UNDER THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PROGRAM (NPDES) GENERAL PERMIT FOR
STORM WATER DISCHARGES ASSOCIATED WITH DEVELOPMENT/CONSTRUCTION ACTIVITY IN EXCESS OF 1 ACRE OF LAND. EVIDENCE THAT THIS REQUIREMENT HAS 28. ISSUANCE OF A GRADING PERMIT DOES NOT ELIMINATE THE NEED FOR PERMITS FROM OTHER CITY REGULATORY DIVISIONS/DEPARTMENTS OR AGENCIES WITH REGULATORY RESPONSIBILITIES FOR
� BEEN MET SHALL BE SUBMITTED TO THE CITY ENGINEER. CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE WORK AUTHORIZED ON THIS PLAN. aCITY 0 F SAN JUAN CAPISTRANO
33. THE CITY OF SAN JUAN CAPISTRANO, IN CONFORMANCE WITH THE CITY'S NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, IS DEDICATED
.77 TO THE ELIMINATION/REDUCTION OF WATER POLLUTION AS A RESULT OF CONSTRUCTION PROJECTS. THE CONTRACTOR SHALL COMPLY WITH THE ITEMS DESCRIBED PUBLIC WORKS AND UTILITIES DEPARTMENT
29 CONTRACTOR SHALL PROVIDE A CLEAR UNOBSTRUCTED WALKWAY FOR PEDESTRIANS PAST WORK AREA
IN THIS SECTION NECESSARY TO ELIMINATE/REDUCE WATER POLLUTION. SAID ITEMS ARE INTENDED TO PROVIDE PREVENTION, CONTROL, AND ABATEMENT OF WATER (S). AT NO TIME SHALL PEDESTRIANS BE DIRECTED INTO A VEHICULAR LANE.
POLLUTION INTO STORM DRAIN SYSTEMS, STREAMS, AND ANY OTHER BODIES OF WATER AS A RESULT OF THE CONTRACTOR'S OPERATIONS. THESE ITEMS ARE D OBISPO WIDENING
� SUPPLEMENTAL TO THOSE REQUIRED OF THE CONTRACTOR IN SECTION 7-8 'PROJECT SITE MAINTENANCE" OF THE "GREENBOOK" 30. NO STAGING OF CONSTRUCTION EQUIPMENT SHALL BE PERMITTED IN THE RIGHT-OF-WAY.
THE PERMITTEE SHALL PLACE EROSION CONTROL DEVICES IN ACCORDANCE WITH THE CITY'S APPROVED STANDARDS REGARDING EROSION CONTROL AND THE CITY 31. A TRAFFIC CONTROL PLAN SHALL BE REQUIRED FOR ALL LANE CLOSURES. SAID PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE TRAFFIC ENGINEER PRIOR TO ISSUANCE OF AN
° OF SAN JUAN CAPISTRANO GRADING ORDINANCE, AND TO THE SATISFACTION OF THE BUILDING AND ENGINEERING DIRECTOR AND/OR DESIGNATED STAFF. ENCROACHMENT PERMIT FOR WORK IN THE RIGHT-OF-WAY. NOTES AND DETAILS SHEET
Q
PERMITTEE SHALL BE RESPONSIBLE FOR PROVIDING THE FREE FLOW OF STORM RUNOFF AND FLOOD CONTROL CHANNELS, STORM DRAINS, AND TRIBUTARIES DURING 32. SEPARATE ENCROACHMENT PERMITS SHALL BE OBTAINED FROM THE ENGINEERING DIVISION FOR INSTALLATION OF "DRY UTILITIES IN THE RIGHT-OF-WAY.
O THE CONSTRUCTION PERIOD; AND PERMITTEE AGREES TO ASSUME ALL LIABILITY FOR ANY AND ALL DAMAGES THAT MAY RESULT FROM SUCH. PERMITTEE SHALL 33. ALL SIDEWALK, CURB AND GUTTER, AND DRIVEWAY APPROACHES, WITHIN THE CITY'S RIGHT-OF-WAY, SHALL BE CONSTRUCTED OVER 6" MINIMUM CLASS II AGGREGATE BASE (3/4" MAXIMUM DEL 0 B I S P 0 STREET
DESIGN AND IMPLEMENT SEDIMENT BASINS OR USE ANY OTHER APPROVED METHOD TO MINIMIZE DOWNSTREAM SEDIMENT TRANSPORTATION DURING STREAM FLOW. AGGREGATE SIZE) OR CMB, PER CITY STANDARD PLANS. U�
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ALL SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH THE CITY'S GRADING ORDINANCE AND WATER QUALITY ORDINANCE. DISPOSAL 33. EROSION AND SEDIMENT CONTROL SHALL BE PURSUANT TO BEST MANAGEMENT PRACTICES AND SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR DURING ENTIRE CONSTRUCTION PERIOD. o PLANS PREPARED BY:
E-
0 AREAS WILL BE UTILIZED IN A MANNER THAT ENSURES ADEQUATE EROSION CONTROL PROTECTION AND THE PREVENTION OF PONDING, AS APPROVED BY THE CITY a O
BUILDING AND ENGINEERING DIRECTOR AND/OR DESIGNATED STAFF. ALL DISPOSAL (STOCKPILING) SITES WITHIN THE CITY MUST BE PERMITTED WITH A GRADING 34. PER CITY COUNCIL POLICY 601, AN ARCHAEOLOGICAL MONITOR IS REQUIRED TO BE ON SITE DURING ALL EXCAVATION ACTIVITIES IN EXCESS OF 18 INCHES, UNLESS DETERMINED TO BE EXEMPT BY 04
2121 ALTON PARKWAY, SUITE 200
PERMIT. THE PLANNING DIRECTOR. A FINAL REPORT MUST BE PREPARED AND SUBMITTED TO THE ENGINEERING DIVISION WHEN MONITORING REQUIREMENTS OF THIS PROJECT ARE COMPLETE. ALL COSTS IRVINE, CA 92606
j SHALL BE BORNE BY PERMITTEE. w
r:) A*m�� c N C PHONE (949) 863-0588
° 35. IMPROVEMENT AND/OR CONSTRUCTION OF BIKE TRAILS SHALL BE PER CITY STANDARD NO. 345. r,
u 36. THE DEVELOPER SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID CREATING ANY DRAINAGE PROBLEMS FOR PROPERTIES ADJACENT TO OR IN THE VICINITY OF THE PROPOSED DEVELOPMENT. W E N G I N E E R I N G FAX (949) 863-0589
Q IF ANY SUCH DRAINAGE PROBLEMS ARE EVIDENT, OR DO OCCUR, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE AND IMPLEMENT A SOLUTION ACCEPTABLE TO THE CITY
° ENGINEER AT NO COST TO THE CITY, AND TO SUBMIT A RECORDED INSTRUMENT TO INSURE THE FUTURE OF THE SOLUTION.
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Consulting Civil Engineers Land Surveyors
37. ANY CONNECTIONS TO THE CITY STORM DRAINS FROM PRIVATE ON-SITE DRAINS MUST BE APPROVED BY THE CITY ENGINEER. A PERMIT FOR WORK IN THE RIGHT-OF-WAY MUST BE OBTAINED
Service Alert FROM THE CITY ENGINEERING DIVISION PRIOR TO CONNECTION. Q�pFESS/p,� 36943 06/27/2017
of Southern California 38. DRIVEWAYS, PEDESTRIAN WAYS, AND DRAINAGE FACILITIES SHALL BE LOCATED AND CONSTRUCTED PER CITY OF SAN JUAN CAPISTRANO MUNICIPAL CODE SECTION 9-4.1. �.PB �Zq �C`
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39. SEWER IMPROVEMENTS SHALL BE PER CITY OF SAN JUAN CAPISTRANO MUNICIPAL CODE SECTION 9-4.111. NO.36943 Z r
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40. WATER SYSTEM IMPROVEMENTS SHALL BE PER CITY OF SAN JUAN CAPISTRANO MUNICIPAL CODE SECTION 9-4.109. * � F JC JC T-2
U or 811 41. FULFILL FEE REQUIREMENTS AS SET FORTH IN SAN JUAN CAPISTRANO MUNICIPAL CODE SECTION 9-2.317. cSjq,F C/ � z CHECKED BY: CHECKED BY: SHEET d
/ TWO WORKING DAYS BEFORE YOU DIG OF CAO z SN SN GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE 2 OF34 U
CITY ENGINEER
6/26/2017 9: 43 AM
CONST CONST CONSTRUCTION NOTES:
EX R/W
VARIES EX R/W
, , VARIES � P�PROTECT IN PLACE. DESCRIPTION PER PLAN.
52 TO 94
55' TO 92' &-SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE
3' MIN MATERIAL.
3' MIN QSAWCUT
SAWCUT AND REMOVE EXISTING AC BERM.
PKWY PKWY AND REMOVE EXISTING PCC CURB AND GUTTER.
5 SDWK I VARIES >SAWCUT AND REMOVE EXISTING PCC SIDEWALK.
VARIES VARIES \ I 4' TO 6' 5�SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER AND
0' TO 25' 33' TO 34' 1.8% TO VARIES SPANDREL.
30' TO 32' 66 SAWCUT AND REMOVE EXISTING PCC CURB RAMP.
7O-REMOVE AND RELOCATE EXISTING UTILITY APPURTENANCE,
9' VARIES DESCRIPTION PER PLAN, BY SDG&E.
EX GROUND
0' TO 27' 88 ADJUST MANHOLE COVER AND FRAME TO FINISHED GRADE.
2.0% 99 ADJUST PULLBOX OR UTILITY COVER AND FRAME TO FINISHED GRADE.
MIN. 1.8% TO 10 ADJUST WATER OR GAS VALVE COVER AND FRAME TO FINISHED
28% - - - - - - - - - - - - - � 1.1% TO
EX GROUND `�-�- - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - GRADE. „
11 COLDMILL EXISTING AC PAVEMENT (2 MIN).
//- 1 11 - - 12CONSTRUCT 5" AC PAVEMENT (PG 64-10) OVER 18" CRUSHED
DAYLIGHT LINE EXISTING 12 13 MISCELLANIOUS BASE (CMB), UNLESS OTHERWISE NOTED, OVER
PER PLAN 17ROADWAY COMPACTED NATIVE (95% RELATIVE).
zr 13 CONSTRUCT VARIABLE THICKNESS (2" MIN.) AC (ARHM-GG-C.)
14 TYPICAL SECTION-NORTH SEGMENT OVERLAY.
EXISTING 14 CONSTRUCT TYPE C1-8 PCC CURB AND GUTTER PER SPPWC STD
12 13 N.T.S. ROADWAY PLAN NO. 120-2.
STA 31+83.30 TO 34+16.20 15 CONSTRUCT PCC CROSS GUTTER PER OCPW STD PLAN NO. 122-2.
TYPICAL SECTION-SOUTH SEGMENT 16 CONSTRUCT DEPRESSED CURB FOR DRIVEWAY APPROACH WITH 4'
SIDEWALK PER OCPW STD PLAN NO. 1209.
CONST N.T.S. 17 CONSTRUCT PCC SIDEWALK (S=5', UNLESS OTHERWIDE NOTED)
EX R/W VARIES PER OCPW STD PLAN NO. 1205.
STA 17+93.66 TO 22+06.21 1 g CONSTRUCT SIDEWALK OBSTRUCTION FLARE PER CITY OF SAN
46' TO 94' JUAN CAPISTRANO STD PLAN NO. 340.
@--CONSTRUCT SUBDRAIN (6" MIN) BARRIER STANDARD TRENCH
3' MIN INTERCEPTER PER CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 350.
PKWY , 20 CONSTRUCT LOCAL DEPRESSION (CASE PER PLAN) PER SPPWC
5 SDWK STD DWG NO. 313-3.
VARIES 21 CONSTRUCT MODIFIED DRIVEWAY APPROACH (TYPE C) PER SPPWC
0' TO 46' VARIES STD DWG NO. 110-2 AND AS SHOWN ON SHEET NOS. 10 AND 11.
33' TO 37' 22 CONSTRUCT TRENCH RESTORATION PER CITY OF SAN JUAN
CAPISTRANO STD PLAN NO. 700.
EX GROUND \ \ 9' Q)--CONSTRUCT PCC CURB RAMP (CASE PER PLAN) PER CALTRANS
STD PLAN A88A.
DAYLIGHT LINE24 RELOCATE EXISTING TRAFFIC SIGNAL EQUIPMENT PER TRAFFIC
1.8% TO SIGNAL MODIFICATION PLAN.
PER PLAN 4.0% _ - - - - - - - - - - - 25 FOR DISPOSITION OF EXISTING DRAINAGE FACILITY, SEE STORM
PROPOSED - DRAIN PLANS.
2:1 SLOPE &---FOR DISPOSITION OF EXISTING WATER APPURTENANCES, SEE
WATER IMPROVEMENT PLANS.
EXISTING 27 MODIFY EXISTING LANDSCAPING AND IRRIGATION PER LANDSCAPE
17 ROADWAY PLANS.
14 28 CONSTRUCT RETAINING WALL PER VERDURA RETAINING WALL
o13il
PLANS.
2g CONSTRUCT PCC V-GUTTER BEHIND RETAINING WALL PER OCPW
STDPLAN NO. 1332 AND AS MODIFIED PER DETAIL NO. 1 ON
TYPICAL SECTION-NORTH SEGMENT SHEET NO. 9.
N.T.S. 30 CONSTRUCT PERMANENT SHORING (APPROX. LENGTH PER PLAN)
STA 30+47.76 TO 31+83.30 PER SHORING WALL PLANS.
STA 34+16.20 TO 37+61.71 31 CONSTRUCT PARKWAY DRAIN PER SPPWC STD PLAN N0. 150-3.
NO. OF PIPES AND SIZE PER PLAN.
VARIES 32 CONSTRUCT 4" PVC DOWN DRAIN WITH ATRIUM GRATE.
1 46' TO 52' 33 CONSTRUCT CABLE RAILING (3 CABLES) PER CALTRANS STD PLA
NO. B11-47 AND DETAIL ON SHEET NO. 32.
\ DAYLIGHT LINE 34 CONSTRUCT TYPE A1-8 PCC CURB PER SPPWC STD PLAN NO.
PER PLAN
REMOVE EXISTING ITEM. DESCRIPTION PER PLAN.
\\ EX GROUND
EX CONST
o \ R/W
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PROPOSED \
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5' SDWK Q CITY OF SAN JUAN CAPISTRANO
VARIES PUBLIC WORKS AND UTILITIES DEPARTMENT
34' TO 37'
2' TOE9' 9' DEL OBISPO WIDENING
Q 28 29
TYPICAL SECTIONS AND DETAILS SHEET
1.5% TO
- - - - - - - - - - - - - - - �, DEL OBISPO STREET
zPASEO DE LE PAZ TO CALLE ASPERO
oEXISTING a O PLANS PREPARED BY:
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j 17 14 Q NIRVINE, CA 92606
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1 11 TYPICAL SECTION-NORTH SEGMENT
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FORE yoG Under STA 37+61.71 TO 38+21.71
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U, Call: TOLL FREE
/� NO.36943 m O
° 1-8�0-227-2011 EXP.0613018 DRAWN BY: DESIGNED BY: APPROVED BY: PLAN
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6/26/2017 9: 43 AM
BENCHMARK 15
BENCHMARK NO.: OC NO. 3LL-5-78
ELEVATION: 121.859 NAVD88 (1990 LEVELED) 0
DESCRIPTION: DESCRIBED BY OCS 2003 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3LL-5-78", SET
IN THE NORTHEASTERLY CORNER OF A 4 FT. BY 22 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE
SOUTHWESTERLY CORNER OF THE INTERSECTION OF DEL OBISPO STREET AND CALLE ASPERO, 69 FT. WESTERLY OF THE O5 12
CENTERLINE OF DEL OBISPO AND 21 FT. SOUTHERLY OF THE CENTERLINE OF CALLE ASPERO. MONUMENT IS SET LEVEL
WITH THE SIDEWALK.
O
BASIS OF BEARING o
0
THE BEARINGS SHOWN ARE ON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 7544R1 AND N +
STATION GPS NO. 7545R1 BEING SOUTH 37°16'34" WEST PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY +
C�
SURVEYOR. c R�� N CV J
MONUMENT NO. NORTHING EASTING �` 21+00 _ 22+00 _ 23+00 J
—� 24+00
7544R1 2127369.36 6127332.61 � 20+00 � �
7545R1 2125000.73 6125529.76 cc P p P —' - �- — — 00_ 26 00
Q`
DATUM STATEMENT: COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, S� �gk� m
1983 NAD (2007.00 EPOCH OCS GPS ADJUSTMENT) p P L=642.44' W
W
�0 18k°� R=1111.00' » DEL OBISPO wI ILEN 33°0754 STREET =1000.95' J N
VERME R=1000.00' V
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8
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N31°00'22"E �ok0° 40
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U) >O — W U� IRVINE, CA 92606
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W SHEET INDEX LEGEND E N G I N E E R I N G FAX (949) 863-0589
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U X35 58 44 �oe�e N O�� 36943 06/27/2017
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I ' CONSTRUCTION NOTES:
�u r_R11 01-1�n /Gi 'AT PROPOSED
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I i 17+93.66_I ���•vc » - -
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ol,. o o oil- Co 0 3�SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER.
J o o� o o o o i Co 1 o " o , a, o ,n ori' o � 'n 44 SAWCUT AND REMOVE EXISTING PCC SIDEWALK.
112 �I� - �II� __j
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�. oN NM � � � � oma? N � + 06 + oo o+ oo C) 00 00 o N � N SPANDREL.
N � � '- I ^ I !_ + 00 I ,_ \ + 00 / ± 00 I ± 0000 � O I m � I C:)
N � N � N �- _._ I N •-
LF-p �� I I I I I 6�SAWCUT AND REMOVE EXISTING PCC CURB RAMP.
o � o � o � � °O o 0O o � � _ � - / I �II� I I 7 REMOVE AND RELOCATE EXISTING UTILITY APPURTENANCE,
1 + 1JUIN LX C;&G I� I ^ ^ I I I \
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21+99.9:2 /�CURE;,
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109.:18 FL-GI3 116 - P�PROTECT IN PLACE. DESCRIPTION PER PLAN.
,,,,, mrd 22+06.21 1�SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE
m Hrv� r i \ x'109.138 FL MATERIAL.
AAI/ oT 2�SAWCUT AND REMOVE EXISTING AC BERM.
C) LL-\ , o 33 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER.
M ^ o Ir) - 22+U-08. / 44 SAWCUT AND REMOVE EXISTING PCC SIDEWALK.
112 o "Z4
\ N ^ JOINT-6Q ;! FL 5�SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER AND
'- // / JOINT EX C&G SPANDREL.
__ _ _ _\__ 1 1/ 66 SAWCUT AND REMOVE EXISTING PCC CURB RAMP.
+ 17O—REMOVE AND RELOCATE EXISTING UTILITY APPURTENANCE,
DESCRIPTION PER PLAN, BY SDG&E.
Q O I \ OI`` O o 88 ADJUST MANHOLE COVER AND FRAME TO FINISHED GRADE.
1 08 -- 9�ADJUST PULLBOX OR UTILITY COVER AND FRAME TO FINISHED GRADE.
O ^ n
`fl I \� - o N m r 10 ADJUST WATER OR GAS VALVE COVER AND FRAME TO FINISHED
07 + O I \ NU N O N O
'I' o N N N N GRADE.
21 85.1)0 I 11 COLDMILL EXISTING AC PAVEMENT (2" MIN).
- N OPRnPnSEn FL 12 CONSTRUCT 5" AC PAVEMENT (PG 64-10) OVER 18" CRUSHED
109,51 1-L-' MISCELLANIOUS BASE (CMB), UNLESS OTHERWISE NOTED, OVER
r A nI TrDDA
104 Z ` """"'n COMPACTED NATIVE (95% RELATIVE).
13 CONSTRUCT VARIABLE THICKNESS (2" MIN.) AC (ARHM-GG-C.)
116 OVERLAY.
N 14 CONSTRUCT TYPE C1-8 PCC CURB AND GUTTER PER SPPWC STD
Uj PLAN NO. 120-2.
I N 15 CONSTRUCT PCC CROSS GUTTER PER OCPW STD PLAN NO. 122-2.
1 W 16 CONSTRUCT DEPRESSED CURB FOR DRIVEWAY APPROACH WITH 4'
SIDEWALK PER OCPW STD PLAN NO. 1209.
112 J W - I 11 2 17 CONSTRUCT PCC SIDEWALK (S=5', UNLESS OTHERWIDE NOTED)
(o PER OCPW STD PLAN NO. 1205.
_ _ _ _ - __ - _ 1 - _ _ _ - - __ - _ - _- {�- - -- - - E3 - I 18 CONSTRUCT SIDEWALK OBSTRUCTION FLARE PER CITY OF SAN
- - - -- -- �� �� V) "' `i JUAN CAPISTRANO STD PLAN NO. 340.
cn V) co
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C3 M rn o N ori o s, ,n o Lq co 0 0 + o + L i r� `n c°
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O T
r N
+ �
C-4 N � N � N � n' :: N = `4 - `N `N STD DWG N0. 313-3.
cv :� N N _ N N
21 CONSTRUCT MODIFIED DRIVEWAY APPROACH (TYPE C) PER SPPWC
STD DWG N0. 110-2 AND AS SHOWN ON SHEET NOS. 10 AND 11.
22 CONSTRUCT TRENCH RESTORATION PER CITY OF SAN JUAN
104 Q)--CAPISTRANO STD PLAN NO. 700.
CONSTRUCT PCC CURB RAMP (CASE PER PLAN) PER CALTRANS
STD PLAN A88A.
24 RELOCATE EXISTING TRAFFIC SIGNAL EQUIPMENT PER TRAFFIC
SIGNAL MODIFICATION PLAN.
PROFILE SCALE: - - -
@—FOR DISPOSITION OF EXISTING DRAINAGE FACILITY, SEE STORM
DRAIN PLANS.
H OR I Z: 1 "=20' 26 FOR DISPOSITION OF EXISTING WATER APPURTENANCES, SEE
WATER IMPROVEMENT PLANS.
VERT: 1 "=4' I I 27 MODIFY EXISTING LANDSCAPING AND IRRIGATION PER LANDSCAPE
22+00 23+00 24+00 25+00 26+00 PLANS.
28 CONSTRUCT RETAINING WALL PER VERDURA RETAINING WALL
PLANS.
29 CONSTRUCT PCC V-GUTTER BEHIND RETAINING WALL PER OCPW
STD PLAN NO. 1332 AND AS MODIFIED PER DETAIL NO. 1 ON
SHEET N0. 9.
EX R (130) 30 CONSTRUCT PERMANENT SHORING (APPROX. LENGTH PER PLAN)
APN: 673-801-22 �zgo PER SHORING WALL PLANS.
OLIVA HOMES
31 CONSTRUCT PARKWAY DRAIN PER SPPWC STD PLAN N0. 150-3.
TNHC SAN JUAN;,LLC NO. OF PIPES AND SIZE PER PLAN.
(125) 32 CONSTRUCT 4" PVC DOWN DRAIN WITH ATRIUM GRATE.
UTIL - @—CONSTRUCT CABLE RAILING (3 CABLES) PER CALTRANS STD PLA
I P PED 31 NO. Bll-47 AND DETAIL ON SHEET NO. 32.
SDM LOa (120) 34 CONSTRUCT TYPE Al-8 PCC CURB PER SPPWC STD PLAN NO.
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CITY OF SAN JUAN CAPISTRANO
PUBLIC WORKS AND UTILITIES DEPARTMENT
DEL OBISPO WIDENING
o
LEGEND: STREET IMPROVEMENT PLAN
LINE AND CURVE DATA TABLE
o LINE/CURVE # LENGTH BEARING/DELTA RADIUS TANGENT ECOLDMILL AND VARIABLE
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THICKNESS (2" MIN) OVERLAY o 400 N /0 PASEO DE LE PAZ TO 850' N /0 PASEO DE LA PAZ
PLANS PREPARED BY:
o C1 38.61' 88°28'49" 25.00' 24.35' CONSTRUCT 5” AC OVER 18” E� 0 2121 ALTON PARKWAY, SUITE 200
C2 38.54' 1 88°20'00” 25.00' 24.28' CMB w CNC IRVINE, CA 92606
C3 76.60' 4°15'39" 1030.00' 38.32' PCC PAVEMENT ca PHONE (949) 863-0588
c' C8 54.07' 611'44" 500.00' 27.06'
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CONSTRUCTION NOTES:
122 34+71.75 1 122 PROTECT IN PLACE. DESCRIPTION PER PLAN.
I EX GROUI\ID AT PROPOSED 1�SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE
??3.81' rL� MATERIAL.
;i4+,i5.7a
ri QR A, rl ITT -D ( /I FII TFRR.A.
�� 11S.tiL FI_ 2�SAWCUT AND REMOVE EXISTING AC BERM.
c 32+50.75 32-1-82. 5 212+9'9.7, I m 33 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER.
z� ��� n� 3,1.8? g3 321-12.75 32+31, 13 C A CI3
30�-82.76 3i+2i.912 112.74 FL i i2.87 FL i 1296 ri_ i O 44 �-
If
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118 ??2. F�OB_ 112,31 FI -(,:R-n 112.49 FL7GB 112.52 FL-CPB-1 11 61 FL-112.56 f L-GB -
21 I 1 W %, /I �,�,,, r/i rF �r:/I FII TI-RRl1 5 U- O O SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER AND
ANG F'T /4NG PT ANG PT C/ UIVY APJIi F'I ��� urr - o J O O � � p o0
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J pJ v � O � LO Nip i� +
o ole I �� _ II \ o � I C=) U- I �o � I O �- / I p / Ln n ,n C4 � r� O + 6 SAWCUT AND REMOVE EXISTING PCC CURB RAMP.
O J O J O O N N + f� d M
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30+47.1'6 0 � ^ � '� \ � c�' - - - -- ,"r, I + N I + N I N �/ N � ' '+' "'/� � � '"'', � "' � "'+� II
_ o i' r, � �� __ _ \, + cV N N - M_ - _ = DESCRIPTION PER PLAN, BY SDG&E.
-4-1 (112.G6) f'L-�� o M �- o l �� M "' I ' ' I ' ' j ' / I 1 _ 0 8 ADJUST MANHOLE COVER AND FRAME TO FINISHED GRADE.
IAIH ry PAX% _ ,� - - -- - -�� -- - - - -- �?- it -- - - i O
114 """' "`�'" + Io ^ o II I -_ - C�--------- 9�ADJUST PULLBOX OR UTILITY COVER AND FRAME TO FINISHED GRADE.
Ire a' \� ���: - - - - ,;��. _ _ ,I. 1 n �o% 1 �fi�-- - � --- I c-- � II o ^ o O 10 ADJUST WATER OR GAS VALVE COVER AND FRAME TO FINISHED
0.37% - � 0.36 + �? --- �-- �, _L-���-'�3 - �, O GRADE.
_ o -� o � CN
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CD ff) U oI CD O may/ O o rn C3 + Ln + 4 + + 11 COLDMILL EXISTING AC PAVEMENT (2 MIN).
O 1 \ LO o 0 0 + Ln
+T-s O ^ I •_, , „r- "„ r z1+`;0 0!; F r- "? Imo? «, I c_� r oo �_o + �_ �� 12 CONSTRUCT 5 AC PAVEMENT (PG 64-10) OVER 18 CRUSHED
_o N 112.23 FLnr- CD LOJ 112.313 FLJ 12.41 Fl- �Iv N �� o i + ; MISCELLANIOUS BASE (CMB), UNLESS OTHERWISE NOTED, OVER
0 o r`
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It 6' + -PF�OP SEU F �`' v `+ Z 13 CONSTRUCTD VARIABLE9THICKNESS RELATIVE2 MIN. AC ARHM-GG-C.
( ) ( )
I- �- OVERLAY.
U W 14 CONSTRUCT TYPE C1-8 PCC CURB AND GUTTER PER SPPWC STD
W PLAN NO. 120-2.
Z 8--CONSTRUCT PCC CROSS GUTTER PER OCPW STD PLAN NO. 122-2.
N 16 CONSTRUCT DEPRESSED CURB FOR DRIVEWAY APPROACH WITH 4'
U-11W SIDEWALK PER OCPW STD PLAN NO. 1209.
1 8 w 118 @-CONSTRUCT OCPW STDCPSIDN ALKO. 12055', UNLESS OTHERWIDE NOTED)
�-EX FS AT CONSTRUCTION = N @-
8 CONSTRUCT SIDEWALK OBSTRUCTION FLARE PER CITY OF SAN
1-1 JUAN CAPISTRANO STD PLAN NO. 340.
_ 19 CONSTRUCT SUBDRAIN (6" MIN) BARRIER STANDARD TRENCH
- - - -- - -E3 Q INTERCEPTER PER CITY OF SAN JUAN CAPISTRANO STD PLAN N0. 350.
-- -- - - - 20 CONSTRUCT LOCAL DEPRESSION (CASE PER PLAN) PER SPPWC
/ -- - - - - - - - N - O i� o
- -- - - - ?- - - -- - -C� -- - - - -- -E}- - -- - - - - - - -- - - - - -- - -- - - - -E)- - - -- - - 0 1 U o � STD DWG NO. 313-3.
u-)
co I o 0 1 0 0 0 0 0 ri o o �o F- � 21 CONSTRUCT MODIFIED DRIVEWAY APPROACH (TYPE C) PER SPPWC
lig o o �' o -� o o cfl o ''� rn o o + Ln Ln
L- CD CD C14 STD DWG NO. 110-2 AND AS SHOWN ON SHEET NOS. 10 AND 11.
CD
I-, O o O O ¢ o O f� O N r*) + + d + r
o �_ N o o Imo, o N + + + + 4 `- 22 CONSTRUCT TRENCH RESTORATION PER CITY OF SAN JUAN
U u O I� O N r„-j + pry + T CN
M I'7 r �i
110 N + N + H M r, CAPISTRANO STD PLAN N0. 700.
' ' 23 CONSTRUCT PCC CURB RAMP (CASE PER PLAN) PER CALTRANS
STD PLAN A88A.
24 RELOCATE EXISTING TRAFFIC SIGNAL EQUIPMENT PER TRAFFIC
SIGNAL MODIFICATION PLAN.
PROFILE SCALE: - -
@-FOR DISPOSITION OF EXISTING DRAINAGE FACILITY, SEE STORM
DRAIN PLANS.
H OR I Z: 1 "=20' 26 FOR DISPOSITION OF EXISTING WATER APPURTENANCES, SEE
WATER IMPROVEMENT PLANS.
VERT: 1 "=4' I I 27 MODIFY EXISTING LANDSCAPING AND IRRIGATION PER LANDSCAPE
30+00 31 +00 32+00 33+00 34+00 35+00 PLANS.
28 CONSTRUCT RETAINING WALL PER VERDURA RETAINING WALL
PLANS.
29 CONSTRUCT PCC V-GUTTER BEHIND RETAINING WALL PER OCPW
STD PLAN NO. 1332 AND AS MODIFIED PER DETAIL NO. 1 ON
� / APN: 673-111-17 � '''�� - � �''eE. _ � �''9 � ��2 SHEET N0. 9.
/3211 DEL OBISPO STREET - - _ �9J
SEE SHEET N0. ���J � 1�fARRY FALKAM - (>>$) - � 30 CONSTRUCT PERMANENT SHORING (APPROX. LENGTH PER PLAN)
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- - - - -
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- - - - �o e °�ry� 36943 06/27/2017
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- NO.36943 m DRAWN BY: DESIGNED BY: APPROVED BY: PLAN r
O 10 5 EXP.06130118 F J C J C
i I I SCALE IN FEET *�'�q �'/V �' �� z CHECKED BY: CHECKED BY: SHEET
I 1 " = 10' 11,OF CAO O SN SN GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE OF d
z CITY ENGINEER
J 34 5
6/28/2017 10: 58 AM
LEGEND: CONSTRUCTION NOTES:
/ COLDMILL AND VARIABLE P�PROTECT IN PLACE. DESCRIPTION PER PLAN.
16.00' \ I / C
113.64 FS 113.47 FS 9 ' AREA T E GRADED / - :1 THICKNESS (2" MIN) OVERLAY &-
PSAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE
JOIN EX FG JOI EX FG _'� \N TO R VIDE SMOOTH
MATERIAL.
TRANSITION TO EXISTING ' � � CONSTRUCT 5" AC OVER 18"
2�SAWCUT AND REMOVE EXISTING AC BERM.
6" AC - - - -F - -F _ _ _ / CMB 3 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER.
/ - - - \F ''� DIRT ACCESS ROAD. 4 44 SAWCUT AND REMOVE EXISTING PCC SIDEWALK.
6„ CMB 12 F
PCC PAVEMENT -5SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER AND
" I ( ) -
-tel 113.11 FS ---'113.14 FS 3� �F r' , -� 110.24 / �6�SAWCUTEAND REMOVE EXISTING PCC CURB RAMP.
�F - .6\ FG / (D-REMOVE AND RELOCATE EXISTING UTILITY APPURTENANCE,
/ - �1-3•D2 F '9 / DESCRIPTION PER PLAN BY SDG&E.
2+30.86 , 40.65 113.16 FS 110.03)
48+019'
4.65` - F �\ '32 FS ,,. / 8�ADJUST MANHOLE COVER AND FRAME TO FINISHED GRADE.
38.E 0 38.11 N 25 �, 113.19 FS - - - 99 ADJUST PULLBOX OR UTILITY COVER AND FRAME TO FINISHED GRADE.
113.03 FS 113.06 FS 113.08 FS __-- _
Ln Of 32+60.86 I -F� 10 ADJUST WATER OR GAS VALVE COVER AND FRAME TO FINISHED
113.29 B 112.94 FS _ ! 0" CF 0" CF
0" CF � - o Ln 0 0 0 38.11 12, `eye �� GRADE. „
X31+89.86 FS + N 113.11 FS 109.37 (109.20) J �/ 11 COLDMILL EXISTING AC PAVEMENT (2 MIN).
33.25' , �F " ' 17 '�' " 0" CF FS FG 12 CONSTRUCT 5 AC PAVEMENT (PG 64-10) OVER 18 CRUSHED
113.20 TC 112.94 FS MISCELLANIOUS BASE (CMB), UNLESS OTHERWISE NOTED, OVER
C 11 113.55 BW COMPACTED NATIVE 95%
( RELATIVE).
' 13 CONSTRUCT VARIABLE THICKNESS (2" MIN.) AC (ARHM-GG-C.)
- C � - GB ,
'MIN
- , s 6' i OVERLAY.
Q P CONSTRUCT TYPE C1-8 PCC CURB AND GUTTER PER SPPWC STD
8 4', - �/ PLAN NO. 120-2.
P
CONSTRUCT PCC CROSS GUTTER PER OCPW STD PLAN NO. 122-2.
CONSTRUCT ACCESS ROAD GRADING DETAIL 16 SIDEWALK P REPRESSED OCPW STD PLAN
N ORO DR209 AY APPROACH WITH 4'
N/ 1 ` 112.58 FIL 32+35.76 112 _ 17 CONSTRUCT PCC SIDEWALK (S=5', UNLESS OTHERWIDE NOTED)
34.10' 17 SCALE: 1 - 10' PER OCPW STD PLAN NO. 1205.
113.32 TC j CONSTRUCT SIDEWALK OBSTRUCTION FLARE PER CITY OF SAN
112.65 `L �r� -- JUAN CAPISTRANO STD PLAN NO. 340.
--------------
_ SD -
CONSTRUCT SUBDRAIN 6 MIN BARRIER STANDARD TRENCH
32+65.76
INTERCEPTER PER CITY OF SAN JUAN CAPISTRANO STD PLAN N0. 350.
34.1.1 � \-\� '�'� I � 20 CONSTRUCT LOCAL DEPRESSION (CASE PER PLAN) PER SPPWC
113.45 TC STD DWG NO. 313-3.
- 112.78 FL \I (109.83) FS - /t 21 CONSTRUCT MODIFIED DRIVEWAY APPROACH TYPE C PER SPPWC
SEE ETA
JOIN EX STD DWG NO. 110-2 AND AS SHOWN ON SHEET NOS. 10 AND 11.
O ,
OR ACCESS/ / 22 CONSTRUCT TRENCH RESTORATION PER CITY OF SAN JUAN
R GRADING
\' CAPISTRANO STD PLAN NO. 700.
` A
\ -Y- 9--STD
CONSTRUCT PCC CURB RAMP (CASE PER PLAN) PER CALTRANS
1 9 3 SFS PLAN A88A.
RELOCATE EXISTING TRAFFIC SIGNAL EQUIPMENT PER TRAFFIC
\ 1 SIGNAL MODIFICATION PLAN.
3 SAWCUT , ' 36. 0' @-FOR DISPOSITION OF EXISTING DRAINAGE FACILITY, SEE STORM
LINE �� 1�9, FS 19+10.21DRAIN PLANS.
- x(109\ 0) FS 0" @)---FOR DISPOSITION OF EXISTING WATER APPURTENANCES, SEE
DEL OBISPO STREET 1113 - 30.97
� / 0 � J EX� WATER IMPROVEMENT PLANS.
2 BW 109.23 TC_____----- 27 MODIFY EXISTING LANDSCAPING AND IRRIGATION PER LANDSCAPE
(109.74) FS -- -
DRIVEWAYS AT STA. 32+12.75 AND 32+50.75-NORTH SEGMENT JOIN EX 1 12 56 FL- _F+ PLANS.
i � _ 13 /,F _ 28 CONSTRUCT RETAINING WALL PER VERDURA RETAINING WALL
SCALE: 1" = 10' �� =�-� �� 109.24 Fs
/,� PLANS.
29 CONSTRUCT PCC V-GUTTER BEHIND RETAINING WALL PER OCPW
18+78.15- f, / 9.2' �a STD PLAN NO. 1332 AND AS MODIFIED PER DETAIL NO. 1 ON
y9
�// SHEET NO. 9.36.23' - 109.12 FS
30 CONSTRUCT PERMANENT SHORING (APPROX. LENGTH PER PLAN)
109.16 FS PER SHORING WALL PLANS.
0"CF 1109.04 FS r ° "� 31 CONSTRUCT PARKWAY DRAIN PER SPPWC STD PLAN NO. 150-3.
109.20 BW NO. OF PIPES AND SIZE PER PLAN.
° - 32 CONSTRUCT 4" PVC DOWN DRAIN WITH ATRIUM GRATE.
FOR CENTERLINE
PROFILES FOR PASEO DE 1 1 +73.23 ° P 4 ° 33 CONSTRUCT CABLE RAILING (3 CABLES) PER CALTRANS STD PLA
30 / P 17 NO. B11-47 AND DETAIL ON SHEET NO. 32.
LA PAZ AND DRIVEWAYS,
/' - 109.11 TC (34 CONSTRUCT TYPE A1-8 PCC CURB PER SPPWC STD PLAN N0.
SEE SHEET N0. 11 P� \ j ;= 108.44 FL _ L 4' �P p 120-2.
PP \ X X TC p -/
�� 111 17 NL REMOVE EXISTING ITEM. DESCRIPTION PER PLAN.
G \ 17+69.68 r XZFS
v y
54.36 LT XX �XBW - - »; CIF
0 (»0) 109.74 T 0 CF
PSS
P / SAWCUT 109.07 FL XXX.XX TC 108.50 FL a
LINE XXX.XX FS
109.43) FS X L
CF XXX. W 29.98, T Ci a N cr
JOIN EX / ��o� 108.81-TC-
-M-.22
08.89 /
,, p� � � � 2-FL, Q /
17+35.74 13 11 13
N / \.
55.57' LT - '
109.56 TC 11 13 o J 4 - �' 4.00'
T) 108.89
v 13'
XXX.XX BW
0 0„ CF
O XXX.XX TC 1 12
o XXX.XX FS 13
X„ 5 /
CF ��
I XXX.XX TC 108.67 FL p2$%
� XXX.XX FS p 4 1 �\
LO o X" CF
XXX.XX BW 4sr�j� V'� �' / 108.15 FL
O 0„ CF
0�
10 5 0 10 20
17+10.45 �
�� 108.10 FL
31.86LT / FEET
o (108. TC T ;, 1S.\ ' SCALE I N 10'
(107.99) FL 1 �? 108.06 FL
LINE
SAWCUT /
Q CITY OF SAN JUAN CAPISTRANO
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PUBLIC WORKS AND UTILITIES DEPARTMENT
1 12 CROSS GUTTER AND DRIVEWAY-SOUTH SEGMENT
rt 13 SCALE: 1 = 10' DEL OBISPO WIDENING
DRIVEWAY DETAIL PLAN
0
DEL OBISPO STREET
z � PASEO DE LE PAZ TO CALLE ASPERO
+ ;}� o PLANS PREPARED BY:
a 2121 ALTON PARKWAY, SUITE 200
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PHONE (949) 863-0588
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�OQPgESS/ I 7
• 36943 06/27/2017
��� qpm Shahab Naza , P.E. RCE# Date N
o EXP.06/3018 0
NO.36943DRAWN BY: DESIGNED BY: APPROVED BY: PLAN r
Iti JC JC C-6
at `r�q� C/V �' �� z CHECKED BY: CHECKED BY: SHEET
F OF CAOMZ6
SN SN GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE 10 OF 34 U
CITY ENGINEER
6/28/2017 11: 01 AM
STATION STATION
1+00 0+00 -0-1-50 1+11 00 0+00 -0-1-50
CONST 0+36.43 CONST
109.04 FW
0+54.80 0+26.00
(109.43) FS 0+30.00 108.16 EG 0+40.43 0+30.43 0+00.00
JOIN EX 104. 8.10 FL 109.12 BW 108.58 LIP
0+34.00 0+24.00 � (109.50) FS
� JOIN EX
110' - 00
108.16 EG JOIN EX S I 110.0 110• EX FS ALONG \ 10�8 67 EG 110.0
0+50.43
(109.85) FS - -
EX FS ALONG 67.1 , JOIN EX 2.00%
93
41,
1.50%-1.50%
-7.54% 0+30.26
108.50 FL
104.01 1 104.0 104. 104.0
1+00 0+00 -0+50 1+00 0+00 -0+50
STATION STATION
CENTERLINE PROFILE-PASEO DE LA PAZ CENTERLINE PROFILE-DRIVEWAY AT STA 18+91 .53
SCALE: H: 1" = 10', V; 1" = 2' SCALE: H: 1" = 10', V; 1" = 2'
STATION STATION
1+00 0+00 -0-1-50 1+00 0+00 -0-1-50
120. 120.0 120. 120.0
CONST CO ST
0+38.10 0+09.00 0+38.10
112.94 FW (113.39) FS 113.08 FW
0+34.10 JOIN EX 0+34.10 0+09.00
0+42.10 112.66 LIP 0+42.10 112.78 LIP (113.50) F
113.02 BW 113.16 BW 0+32.10 JOIN EX
0+32.10 � 87 EG
112.75 EG 112.
_ \ -
EX FS/GROUND 0+52.70 _4 - , - 0+67.10 1.43% _2 7
ALONG (113.49) FG2.00%� -2.7 (113.52) FG 2.0o o,-,, -
JOIN EX 000 JOIN EX
c�
0 0+33.93 EX FSALONOGNDI/� 10+33.93
12.70 FL
112.58 FL
0
0
LLJ0
110. 110.0 110. 110.0
i
Qu
LO 0 109. 109.0 109. 109.0
1+00 STATION o+oo -o+so 1+00 STATION o+oo -o so
CENTERLINE PROFILE-DRIVEWAY AT STA 32+12.75 CENTERLINE PROFILE-DRIVEWY AT STA 32+50.75
SCALE: H: 1" = 10', V; 1" = 2' SCALE: H: 1" = 10', V; 1" = 2'
0
i
QQ CITY OF SAN JUAN CAPISTRANO
a
PUBLIC WORKS AND UTILITIES DEPARTMENT
DEL OBISPO WIDENING
Q
DRIVEWAY DETAIL PLAN
DEL OBISPO STREET
o PASEO DE LE PAZ TO CALLE ASPERO
PLANS PREPARED BY:
a 0 2121 ALTON PARKWAY, SUITE 200
i
W U� IRVINE, CA 92606
0
Q &CNC
PHONE (949) 863-0588
c E N G I N E E R I N G FAX (949) 863-0589
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Consulting Civil Engineers Land Surveyors
oQ�°FEssi°,�y 36943 06/27/2017
q� Shahab Naza P.E. RCE# Date N
N0.36943 m m DRAWN BY: DESIGNED BY: APPROVED BY: PLAN O
o EXP.06130/18
Iti JC JC _
at *�'�y C/V\�' �� z CHECKED BY: CHECKED BY: SHEET
lFOF CAOF� OSN SN GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE
z CITY ENGINEER 11 °F34 U
6/26/2017 10: 02 AM
STORM DRAIN CONSTRUCTION NOTES:
POPROTECT IN PLACE. DESCRIPTION PER PLAN.
51 50 REMOVE EXISTING REMOVEEXISTING
IDRIAIN PIPE
I( —SAWCUT AND PCC
�52 ABANDON IN PLACE EXISTING STORM DRAIN PIPE. CONTRACTOR
TO BACK FILL EXISTING PIPE WITH 2-SACK SLURRY.
53 CONSTRUCT CURB OPENING CATCH BASIN (W PER PLAN) PER
SPPWC STD DWG NO. 300-3.
54 CONSTRUCT CURB OPENING CATCH BASIN (W PER PLAN) WITH
GRATING (NO. OF GRATES PER PLAN) PER SPPWC STD DWG NO.
301-3.
55 CONSTRUCT 18" RCP (D-LOAD PER PLAN) WITH BEDDING PER
\ E F CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 804(2).
56 CONSTRUCT 21" RCP (D-LOAD PER PLAN) WITH BEDDING PER
/109.130 1C
CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 804(2).
57 CONSTRUCT MANHOLE IN NEW OR EXISTING PIPE PER SPPWC STD
I � DWG N0. 321-2.
EX 3"X8" RCB 58 CONSTRUCT PIPE CONNECTION (CASE PER PLAN) PER SPPWC STD
DWG NO. 335-2.
59 FURNISH AND INSTALL FILTERRA STORMWATER QUALITY DEVICE,
/ MODEL PER PLAN BY CONTECH OR APPROVED EQUAL PER
X. COX/F.O. MANUFACTURERS SPECIFICATIONS. SEE SHEET NO. 14 FOR
106.35 TOP-� ITYPICAL DETAILS.
I VJ. 9+96.00 60 REMOVE EXISTING GRATE INLET.
106 ��u III II _.�n� f)lV1 inn! 106 61 FURNISH AND INSTALL MANHOLE COVER, FRAME AND GRADE
I I ids i I BEG PIFIE
RINGS AND ADJUST TO FINISHED GRADE.
62 CONSTRUCT 6" PVC (SDR 35) DRAINPIPE WITH FITTINGS.
/' 63 CONSTRUCT 6" THICK MIN BRICK AND MORTAR PLUG.
1 \ 64 CONSTRUCT CURBSIDE GRATING CATCH BASIN PER SPPWC STD
EX. E: Di,-CT i/ PLAN NO. 303-3. W AND NO. OF GRATES PER PLAN.
10.9.o? TOP -� 1C+OG.00 (LAT A)= 65 CONSTRUCT EXTENDED SIDEWALK FLUME PER CONTECH TYPICAL
104.08 EOT ��41.+61.68 (RCB) DETAIL ON SHEET NO. 14 OR APPROVED EQUAL.
9+94.77 / (104.26) h L 66 CONSTRUCT PCC COLLAR PER SPPWC STD PLAN NO. 380-4.
I END PIPE 1.23 LF
98 -
PROFILE
8 PROFILE SCALE: - LATERAL 'A' PROFILE
HORIZ: 1 "=20'
VERT: 1 "=4' I I
I 9+00 10+00 11 +00
—1
EDGE OF GRATES SIDEWALKD
21+85.0 S S A 59 (125)
1206
Q _ w �lu,.� - , I LET
� ����0 (120
— � 109.46 I N V
20+82.10 ST STA 53 — _ — —1 .0 I 59
r r
� 0 CB - -- _ °es, 110.15 RIM 62 (115)—
- - - 106.49 INV-
(120), —
106.27 INV
I r _ / -
' r r LATERAL 'A' _(115) X R W --�, � ELBOW 62 -
\ r w 55 �- --� -
10 w �r � '_ --_ --- - - — - -
PROPOSED \ 1b"w / EW R�W —
i i / _
CURB FACE / �' - - - ° g — — sd
— � a
/ ` \ 6\ , 60 61 - �� ° sd _ E�24'-R-Cp
TREE GRATE CLEARANCE DETAIL — ' �'� / !\ �\ ,o -- = _ — -- —
0 ( �� - _ - --- -- ------- ------ CASE 1 58
� SCALE: 1"=5' P� / / / � �1�01 ' \ _ �` 6J _ �- — _ _ - - - __ -- — �71 —
p e
EX SA R B S=11.1% --
O� 62
3E
�O ab )) 2200
CD �c \ I� - - 10+04( .0 ntAT 'A 0".r✓ '—
P � , / � / �► ��.- — 109) CASE 1 58
� 10 v,,
�0 Is — I 21+85. STA
o 6 6"
O L-1-�-6 g
_ „
/ 4 \ g 10+00.00 (LAT 'A')= -
U' \� '' g ��` _ ► 42+69.68 RCB 16110 w
INT X16"w
X16"wLO
- - - -
U)
0 STREETDELop� 20 10 0 20 40
16„W —
�N SCALE IN FEET
20'
CITY OF SAN JUAN CAPISTRANO
v I PUBLIC WORKS AND UTILITIES DEPARTMENT
DEL OBISPO WIDENING
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STORM DRAIN IMPROVEMENT PLAN
DEL OBISPO STREET
e
PASEO DE LE PAZ TO 375 N /0 PASEO DE LA PAZ
Q0 T&T L V 2 O PLANS PREPARED BY:
2121 ALTON PARKWAY, SUITE 200
IRVINE, CA 92606
STT L_5 PHONE (949) 863-0588
W E N G I N E E R I N G FAX (949) 863-0589
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Consulting Civil Engineers Land Surveyors
�pFESS/ 36943 06/27/2017
�Z�`�
/\ S �� ,pm Shahab Naza , P.E. RCE# Date 04
co
0 9 / NO.36943 m DRAWN BY: DESIGNED BY: APPROVED BY: PLAN
EXP.06130118 _
Iti JC JC C-8
at \ *�� C/V �' �� z CHECKED BY: CHECKED BY: SHEET
9TF OF CAL\F� OSN SN GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE 12 OF 34 U
Z . CITY ENGINEER
6/26/2017 10: 05 AM
STORM DRAIN CONSTRUCTION NOTES:
122POPROTECT IN PLACE. DESCRIPTION PER PLAN.
SAWCUT AND 51 50 REMOVE EXISTING
REMOVE EXISST NG STORM DRAIN PI E HEADWALL.
�52 ABANDON IN PLACE EXISTING STORM DRAIN PIPE. CONTRACTOR
TO BACK FILL EXISTING PIPE WITH 2-SACK SLURRY.
11 (� - _ r-•114.45 TC _ �- .8 FS 53 CONSTRUCT CURB OPENING CATCH BASIN (W PER PLAN) PER
-010=10.0 CFS- Q10=7.;? CFS SPPWC STD DWG NO. 300-3.
1 / PROP FG 113.51 'TC 54 CONSTRUCT CURB OPENING CATCH BASIN (W PER PLAN) WITH
-8� 82'32 10+00.00 �( ' �-EX FC \ F'C IL MH GRATING (NO. OF GRATES PER PLAN) PER SPPWC STD DWG NO.
�113.2b� 301-3.
lQ I Q� �n l-EC FS 11)9.49 FL= / 1 I PRC P FG \ EX F G-� „
^^• ^^ ^ _ 55 CONSTRUCT 18 RCP (D-LOAD PER PLAN) WITH BEDDING PER
V I VLVJ LVt�VV•11V I \
114 I / i�(112.37) _ � - LAT B•-1 \ �/ _____ -_ -_ _._-_ - - 112.95 _ 1 V I CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 804(2).
�I / - _ - - -- -- - - - -- - - -_ _ _ _ ��__ _ ___- -= ----- n EGL 111.39- _ �� 56 CONSTRUCT 21" RCP (D-LOAD PER PLAN) WITH BEDDING PER
EX - -- - - - - - i0-I`R 'riGL EGL. �- y` - CITY OF SAN JUAN CAPISTRANO STD PLAN NO. 804(2).
11 3+92.22-ANG PT /--CATV 1/--10-YR HGL i I I I >i E:X FS I _ ,� _ - ----_ -�� _ i ��10-YfZ H(-',L 57 CONSTRUCT MANHOLE IN NEW OR EXISTING PIPE PER SPPWC STD
109.34 II II ;107.95) FLI' / _ - - - - - _ - DWG N0. 321-2.
r �/ �-
,n,►, ry I - L���_ � ��� �������������������� n�'// O �-•1�1.04.114
LGL II II j JUIN L^ t I I � u �u END PIPE -2009' I \vl _ - 58 CONSTRUCT PIPE CONNECTION (CASE PER PLAN) PER SPPWC STD
\ --- - - I�_ o _ _
p� n 5n
L-- - 59 FURNISH AND INSTALL FILTERRA STORMWATER QUALITY DEVICE,
x`11+��7.78 � - - -- ,n � no o.,
If_ _ - __ _- - - -- - - _t ('I.42�) 9+98.50 �� �� EX / 111.28 FL-EC /� I \ \----(l C19.48) FI_I U11 Z70.04 MODEL PER PLAN BY CONTECH OR APPROVED EQUAL PER
KEIX 2" G 20 31.62 I MANUFACTURERS SPECIFICATIONS. SEE SHEET NO. 14 FOR
s31 s1� ��-aNr, PT \ SEX (,109,48) FL--� 10" W20+07.14 2)+00.00 VERIFY-JOIN E;�( TYPICAL DETAILS.
\ --r-11 Inlu ry / I nn , / EX Inn 77 [A _/ � inn A�� n �
J V ` 107.78 FL 18" SD \ICICI[' I-JOIN LA 11tOV.11 r Iva., , I � -/ -IVu.` 3 FL.
��++ _ -• ` .78) •L* J 10 W 109.65 FL- 1 O� REMOVE EXISTING GRATE INLET.
106 A I \v �JOIPJ E�) I 109.50 10+0435 110.01
I 63.50 LF 1'15.1'1 LF I 110.01 FL--BC ;)5.18 LF EN PIF E BEG oloE LINE 13 @61 FURNISH AND INSTALL MANHOLE COVER, FRAME AND GRADE
8+80.13 24.48 LF I RINGS AND ADJUST TO FINISHED GRADE.
auj ril-L - 1 u RCP - 18 iiCP 1 u RCF` 18" Kc
� �- - 62 CONSTRUCT 6" PVC SDR 35 DRAINPIPE WITH FITTINGS.
I F_
(106.80)- ` 16" W ((YIN(: RACIIFII I 1 (fl-1')�iQl (^nmr RArVFII I 1 (r wrr ai,rv[-n i 1 ( )
E:X -- 63 CONSTRUCT 6" THICK MIN BRICK AND MORTAR PLUG.
i 0" 'uv 64 CONSTRUCT CURBSIDE GRATING CATCH BASIN PER SPPWC STD
PLAN NO. 303-3. W AND NO. OF GRATES PER PLAN.
102 - > > @-CONSTRUCT EXTENDED SIDEWALK FLUME PER CONTECH TYPICAL
18 CP LATERAL B-1 PROFIL DETAIL ON SHEET NO. 14 OR APPROVED EQUAL.
( -150 (107. 8) 66 CONSTRUCT PCC COLLAR PER SPPWC STD PLAN NO. 380-4.
I
LINE B' PROFILE
I
PROFILE SCALE: -
HORIZ: 1 "=20'
VERT: 1 "=4' I I
9+00 10+00 11 +00 12+00 20+00
I >>s (118- \ \
I / � hP �, (117) 110.95 INV 62
4F- oh
(116 114.59 RIM
i y S=0.5% 62
62 0 0 111.00 INV
---- - F --- 110.08 INV 62 62 113.6 6„9 oh 00 59
041-fN-V 0 FTI 30775.- STS A
\ 6i ' " 6'!l / ��'�� / +82.7 T STA 6' �� __F (tt6�=g-- �- FTI 307
_ RISER7O 53 F -- F 34+55.75 T LET_ SEE SHEETS 7 AND 8
_ W- , CB --- W=17' _ F oh FOR SUBDRAIN LAYOUT
7 _ _
�9J ,6J s (11591 . 78 8 / _ _ F F\ _F -F _ -- F (115) =�
- ---- ---- F -- 32+9 79 5 ST STA
CB
--c -- _c _ E� ,� �� 50 j1�21 S56 FT0804 F -_--F _-_ �6-�-
r 0C, y -� 1 i -F -__ (116)
d - -���-.-ee-- -��ee- -- - , • _ - tee -'mea- --��(�4�c -���fe - - -- -- - o�
I ET
-
P „T 4
oLINE B w
C7 l N28'19'43"E
2 7 c, caty e
62 I
N-18 - - - - = - - �� - - - -
3 N-17 I / 0 `� N16'41'21"W
LATERAL B-1
55 22.30' 11+80.11-BC
o (113) / q /j / 66 66 11+97.78-EC
z I
�00 31+00 ,� _ �� i 32-� - - _ / I _ _ 5+00
CD A 66 // 10+00.00 LINE B)= -
o ANG PT 57 L=17.68'
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FILTERRA DESIGN NOTES FILTERRA DESIGN NOTES
IRRIGATION SYSTEM CONDUIT IRRIGATION SYSTEM CONDUIT
02"[50]PVC(CAST-IN) THE FILTERRA TREATMENT CAPACITY IS DETERMINED BY THE TREATMENT RATE OF THE FILTERRA MEDIA. A SEPARATE INLET STRUCTURE THE FILTERRA TREATMENT CAPACITY IS DETERMINED BY THE TREATMENT RATE OF THE FILTERRA MEDIA. A SEPARATE INLET STRUCTURE
B MUST BE INSTALLED DOWNSTREAM OF THE OFFLINE FILTERRA TO CONVEY FLOWS IN EXCESS OF THE SYSTEM DESIGN CAPACITY. SEETHE 02"[50]PVC(CAST-IN)
3 PLACES � 4 PLACES B MUST BE INSTALLED DOWNSTREAM OF THE OFFLINE FILTERRA TO CONVEY FLOWS IN EXCESS OF THE SYSTEM DESIGN CAPACITY. SEETHE
FILTERRA DESIGN,OPERATION,AND PERFORMANCE GUIDE FOR MORE INFORMATION. 7"[178] �� FILTERRA DESIGN,OPERATION,AND PERFORMANCE GUIDE FOR MORE INFORMATION.
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B FACE Q� 7 x 8 [178 x 203] 48 x 48 [1219 x 1219]
CLEANOUT TREE GRATE OUTFLOW PIPE ORIENTATION OPTIONS OF 12'-0"[3658] CLEANOUT TREE GRATE OUTFLOW PIPE ORIENTATION OPTIONS
PLAN VIEW (ACTUAL PRODUCT MAY VARY) (ACTUAL PRODUCT MAY VARY) ORIENTATION REFERENCE IS INLET THROAT CURB
B (ACTUAL PRODUCT MAY VARY) (ACTUAL PRODUCT MAY VARY) ORIENTATION REFERENCE IS INLET THROAT
N.T.S. N.T.S. N.T.S. N.T.S.
SITE SPECIFIC PLAN VIEW SITE SPECIFIC
PLANT PROVIDED BY DATA REQUIREMENTS DATA REQUIREMENTS
CONTECH(SEE NOTE 2)
� STRUCTURE ID STRUCTUREID
FRONT FACE NOSE PLATE SYSTEM TREATMENT CAPACITY(CFS/I/s) NOSE PLATE SYSTEM TREATMENT CAPACITY(CFS/I/s)
PLANT PROVIDED FRONTFACE OF CURB CAST INTO WATER QUALITY FLOW RATE(CFS/I/s)
SEE CURB INLET DETAIL THIS SHEET OF CURB CAST INTO WATER QUALITY FLOW RATE(CFS/I/s) BY CONTECH
TOP SLAB TOP SLAB
PEAK FLOW RATE(CFS/I/s) SEE NOTE 2 PEAK FLOW RATE(CFS/I/s)
r 4"[102] ( ) 4"[102]
ENERGY DISSIPATION MIN. RETURN PERIOD OF PEAK FLOW(YRS) MIN. RETURN PERIOD OF PEAK FLOW(YRS)
ROCK LAYER REQUIRED MEDIA INFILTRATION RATE REQUIRED MEDIA INFILTRATION RATE
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SECTION A-A SECTION 13-13 GENERALNOTES DDE ENDINGNON PRECASTER DRAIN ROCK GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. BUILD CONFIGURATION. 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. PLANT,MULCH,AND DISSIPATION ROCK ARE SUPPLIED BY CONTECH AND DELIVERED AT TIME OF SYSTEM ACTIVATION. PLANT SELECTION SHALL SECTION A-A SECTION B-B 2. PLANT,MULCH,AND DISSIPATION ROCK ARE SUPPLIED BY CONTECH AND DELIVERED AT TIME OF SYSTEM ACTIVATION. PLANT SELECTION SHALL
BE DONE BY THE ENGINEER OF RECORD IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. BE DONE BY THE ENGINEER OF RECORD IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
3. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
4. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. 4. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH REPRESENTATIVE.
www.ContechES.com www.ContechES.com
PLANT PROVIDED BY 5. FILTERRA WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. PLANT PROVIDED BY 5. FILTERRA WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.
CONTECH(SEE NOTE 2) 6. STRUCTURE DESIGNED FOR PEDESTRIAN LIVE LOAD WITH H5(4,000 LBS.)WHEEL LOAD MOUNTING THE CURB AND ADJACENT HS-2 LIVE LOAD CONTECH(SEE NOTE 2) 6. STRUCTURE DESIGNED FOR PEDESTRIAN LIVE LOAD WITH H5(4,000 LBS.)WHEEL LOAD MOUNTING THE CURB AND ADJACENT HS-2 LIVE LOAD
RAISED TREE GRATE SURCHARGE ON THE WALLS ON THE STRUCTURE. RAISED TREE GRATE SURCHARGE ON THE WALLS ON THE STRUCTURE.
&COVER TO ALLOW FOR NOTE:RAISED GRATE OPTION 7. FILTERRA STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-857,ASTM C-918,AND ACI-318 LOAD FACTOR DESIGN METHOD. &COVER TO ALLOW FOR NOTE:RAISED GRATE OPTION 7. FILTERRA STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-857,ASTM C-918,AND ACI-318 LOAD FACTOR DESIGN METHOD.
CONTINUOUS LANDSCAPING WILL INCREASE DEPTH FROM CONTINUOUS LANDSCAPING WILL INCREASE DEPTH FROM
T\ 41_� RIM TO OUTLET PIPE INVERT INSTALLATION NOTES RIM TO OUTLET PIPE INVERT INSTALLATION NOTES
TOP SLAB BY 4"[102] A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED TOP SLAB BY 4"[102] A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED
BY ENGINEER OF RECORD. BY ENGINEER OF RECORD.
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE FILTERRA VAULT LIFTING /` \ LIFTING B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE FILTERRA VAULT
° 4"[102] ( '� 4"[102] (
LANDSCAPING CLUTCHES PROVIDED). SPREADER BAR WITH SUFFICIENT CABLE IS REQUIRED FOR SAFETY AND REDUCTION OF DAMAGE TO CONCRETE _. =_ i LANDSCAPING CLUTCHES PROVIDED). SPREADER BAR WITH SUFFICIENT CABLE IS REQUIRED FOR SAFETY AND REDUCTION OF DAMAGE TO CONCRETE
SUPPLIED BY STRUCTURE. SUPPLIED BY STRUCTURE.
OTHERS C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT. OTHERS C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT.
SEE CURB D. CONTRACTOR TO PROVIDE AND INSTALL OUTLET PIPE. PVC COUPLING CAST-IN TO WALL FOR OUTLET PIPE CONNECTION. SEE CURB D. CONTRACTOR TO PROVIDE AND INSTALL OUTLET PIPE. PVC COUPLING CAST-IN TO WALL FOR OUTLET PIPE CONNECTION.
INLET DETAIL E. CONTRACTOR TO SUPPLY AND INSTALL INLET PROTECTION BAR IF REQUIRED BY LOCAL JURISDICTION. INLET DETAIL A E. CONTRACTOR TO SUPPLY AND INSTALL INLET PROTECTION BAR IF REQUIRED BY LOCAL JURISDICTION.
THIS PAGE F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT FILTERRA MEDIA BAY FROM CONSTRUCTION-RELATED EROSION RUNOFF. THIS PAGE F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT FILTERRA MEDIA BAY FROM CONSTRUCTION-RELATED EROSION RUNOFF.
G. CONTECH IS RESPONSIBLE FOR ACTIVATION OF THE SYSTEM AND PLANTING OF THE PLANT THAT IS SPECIFIED. ACTIVATION ONLY OCCURS WHEN G. CONTECH IS RESPONSIBLE FOR ACTIVATION OF THE SYSTEM AND PLANTING OF THE PLANT THAT IS SPECIFIED. ACTIVATION ONLY OCCURS WHEN
THE SITE IS FULLY STABILIZED,FINAL PAVEMENT INSTALLED AND SWEPT CLEAN OF CONSTRUCTION SEDIMENT. THE SITE IS FULLY STABILIZED,FINAL PAVEMENT INSTALLED AND SWEPT CLEAN OF CONSTRUCTION SEDIMENT.
OPTIONAL RECESSED TOP SLAB DETAIL H. ALL FILTERRA UNITS MUST BE WATERED BY IRRIGATION LINES OR SPRINKLER SYSTEMS ON A REGULAR BASIS. EACH FILTERRA UNIT INCLUDES OPTIONAL RECESSED TOP SLAB DETAIL H. ALL FILTERRA UNITS MUST BE WATERED BY IRRIGATION LINES OR SPRINKLER SYSTEMS ON A REGULAR BASIS. EACH FILTERRA UNIT INCLUDES
IRRIGATION HOLES FOR NEW OR EXISTING IRRIGATION LINES. IRRIGATION HOLES FOR NEW OR EXISTING IRRIGATION LINES.
(TYPICAL TOP SLAB DETAIL SHOWN IN SECTION B-B) (TYPICAL TOP SLAB DETAIL SHOWN IN SECTION B-B)
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SECTION A-A SECTION B-B 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. o
2. PLANT,MULCH,AND DISSIPATION ROCK ARE SUPPLIED BY CONTECH AND DELIVERED AT TIME OF SYSTEM ACTIVATION. PLANT SELECTION SHALL a SECTION VIEW
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PLANT PROVIDED BY 5. FILTERRA WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4
CONTECH(SEE NOTE 2) 6. STRUCTURE DESIGNED FOR PEDESTRIAN LIVE LOAD WITH H5(4,000 LBS.)WHEEL LOAD MOUNTING THE CURB AND ADJACENT HS-2 LIVE LOAD SIDEWALK FLUME
RAISED TREE GRATE PUB■T•■T C WORKS AND UTII�ITIES DEPARTMENT
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NOTE:RAISED GRATE OPTION 7. FILTERRA STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-857,ASTM C-918,AND ACI-318 LOAD FACTOR DESIGN METHOD. d
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STRUCTURE. 3
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_ ___ OTHERS C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT.
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DEL 0 B I S P 0 STREET
SEE CURB E. CONTRACTOR TO SUPPLY AND INSTALL INLET PROTECTION BAR IF REQUIRED BY LOCAL JURISDICTION. f i lte rra U1
INLET DETAIL F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT FILTERRA MEDIA BAY FROM CONSTRUCTION-RELATED EROSION RUNOFF. FILTERRA FLOWLINE MUST BE AT
0 THIS PAGE G. CONTECH IS RESPONSIBLE FOR ACTIVATION OF THE SYSTEM AND PLANTING OF THE PLANT THAT IS SPECIFIED. ACTIVATION ONLY OCCURS WHEN a HIGHER ELEVATION THAN BYPASS T
Z P A S E 0 DE LE PAZ TO C A L LE A S P E R 0
THE SITE IS FULLY STABILIZED,FINAL PAVEMENT INSTALLED AND SWEPT CLEAN OF CONSTRUCTION SEDIMENT. FLOWLINE(DROP INLET OR OTHER) °F°"E°"=^=E"s O
H. ALL FILTERRA UNITS MUST BE WATERED BY IRRIGATION LINES OR SPRINKLER SYSTEMS ON A REGULAR BASIS. EACH FILTERRA UNIT INCLUDES E PLANS PREPARED BY:
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Consulting Civil Engineers Land Surveyors
0
• 36943 06/27/2017
Shahab Naza , P.E. RCE# Date N
O
DRAWN BY: DESIGNED BY: APPROVED BY: PLAN r
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r' z CHECKED BY: CHECKED BY:
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25161-EXP. 12/31/17 DATE 14 OF 345
6/26/2017 10: 10 AM
LEGEND: GENERAL STRIPING NOTES: STRIPING CONSTRUCTION NOTES:
EXISTING SIGN ON POST OR OBJECT MARKER A. SIGNING AND STRIPING INSTALLATIONS SHALL CONFORM TO THE 2014 MUTCD AND CALIFORNIA SUPPLEMENT, STATE OF P1 INSTALL 4" SKIP WHITE PER DETAIL 9, CALTRANS STANDARD PLAN A20A.
CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS, 2015 EDITION, AND
THE PROJECT SPECIAL PROVISIONS. P2 INSTALL DOUBLE YELLOW PER DETAIL 22, CALTRANS STANDARD PLAN A20A
FSIGN (2" SQUARE PERFORATED POST) B. STRIPING, PAVEMENT MARKINGS, AND LEGENDS SHALL CONFORM TO THE 2015 CALTRANS STANDARDS PLANS A20A-D P3 INSTALL DOUBLE YELLOW PER DETAIL 29, CALTRANS STANDARD PLAN A20B.
AND A24A-E.
EXISTING SIGN ON (2) POSTS P4 INSTALL 8" SOLID WHITE WITH RAISED PAVEMENT MARKERS PER DETAIL 38, CALTRANS
C. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH TWO (2) COATS OF PAINT, UNLESS OTHERWISE STANDARD PLAN A20D.
NOTED.
TWO POST SIGN P5 D. REPAINT ALL EXISTING RED CURBS UPON COMPLETION OF PROJECT. INSTALL 6" SOLID WHITE PER DETAIL 39, CALTRANS STANDARD PLAN A20D.
P6
r SIGN MOUNTED ON SIGNAL OR STREET LIGHT POLE E. EXISTING SIGNS TO REMAIN UNLESS OTHERWISE NOTED ON THESE PLANS. INSTALL 6" SKIP WHITE PER DETAIL 39A, CALTRANS STANDARD PLAN A20D.
F. ALL REVERSE TAPERS WILL BE 90' IN LENGTH UNLESS SHOWN OTHERWISE ON PLAN. P7 INSTALL 12" SOLID WHITE LIMIT LINE, CALTRANS STANDARD PLAN A24E.
EXISTING SIGN ON SIGNAL OR STREET LIGHT POLE G. WET SANDBLAST CONFLICTING EXISTING STRIPING WITHIN INTERSECTION DEFINED BY CROSSWALK AND/OR LIMIT LINES. P8 INSTALL 12" SOLID WHITE BASIC CROSSWALK (12' WIDE), CALTRANS STANDARD PLAN
REMOVE PAVEMENT MARKERS AS REQUIRED. A24F.
EXISTING PAVEMENT MARKING-ARROW P9 INSTALL WHITE PAVEMENT ARROWS PER CALTRANS STANDARD PLANS A24A AND A24B.
H. INSTALL BLUE REFLECTIVE RAISED PAVEMENT MARKER AT EVERY FIRE HYDRANT LOCATION PER CITY OF SAN JUAN
CAPISTRANO STANDARD PLAN NO. 531. P10 INSTALL BIKE LANE ARROW AND SYMBOL WITH PERSON, CALTRANS STANDARD PLANS
NEW PAVEMENT MARKING-ARROW A24A AND A24C.
I. ALL ARROWS SHALL BE TYPE IV (L OR R), UNLESS OTHERWISE NOTED.
EXISTING CURB AND GUTTER J. ALL LANE STRIPING AT THE INTERSECTION APPROACHES AND DEPARTURES SHALL BEGIN AND END WITH 50 FEET OF 8 INSTALL WHITE PAVEMENT LEGEND PER CALTRANS STANDARD PLANS A24D AND A24E.
4-INCH SOLID WHITE LINE. P12 INSTALL 2-WAY LEFT TURN LANE PER DETAIL 32, CALTRANS STANDARD PLAN A20B.
RED CURB K. REPAINT EXISTING NON-CONFLICTING STRIPING, MARKINGS AND RAISED PAVEMENT MARKINGS WITHIN 300' OF THE P13 INSTALL 8" SOLID WHITE PER DETAIL 38A, CALTRANS STANDARD PLAN A20D.
INTERSECTION (ALL APPROACHES).
PO EXISTING STRIPING AND PAVEMENT MARKING TO BE PROTECTED IN PLACE.
EXISTING STRIPING OR MARKINGS L. ALL EXISTING RAISED PAVEMENT MARKERS (RPM's) SHALL BE REMOVED PRIOR TO BEGINNING OF SEALING OPERATION.
RO EXISTING CONFLICTING STRIPING AND PAVEMENT MARKINGS TO BE REMOVED BY WET
M. ALL EXISTING PAINTED OR THERMOPLASTIC TRAFFIC STRIPING, LEGENDS, CROSSWALKS AND PAVEMENT MARKINGS WITHIN SANDBLASTING OR CITY ENGINEER APPROVED METHOD.
PROPOSED STRIPING OR MARKINGS AREAS TO RECEIVE SLURRY SEAL SHALL BE REMOVED PRIOR TO SEALING OPERATIONS, UNLESS INDICATED OTHERWISE
ON THE PROJECT PLANS. EO EXISTING STRIPING AND PAVEMENT MARKING TO BE REPAINTED.
OSIGNALIZED INTERSECTION N. ALL SIGN PANELS AND POST REMOVED AND NOT RELOCATED OR REINSTALLED SHALL BE RETURNED TO THE CITY OF
LA MIRADA. SIGNING CONSTRUCTION NOTES:
0. ALL SIGNS SHALL BE PER THE MUTCD(CA) WITH A MINIMUM CLEARANCE TO 7', UNLESS OTHERWISE NOTED, FROM
FINISHED SURFACE TO THE BOTTOM OF THE LOWEST SIGN PANEL. S1 INSTALL SIGN PANEL(S) (TYPE PER PLAN) ON NEW 2" PERFERATED POST.
P. 2" PERFERATED POST SHALL BE QWIK-PUNCH OR APPROVED EQUAL. S2 REMOVE AND RELOCATED EXISTING SIGN PANEL(S) AND POST.
Q. REMOVED SIGN PANELS AND POSTS SHALL BE SALVAGED AND DELIVERED TO THE CITY OF SAN JUAN CAPISTRANO. S3 REMOVE EXISTING SIGN PANEL FROM TRAFFIC SIGNAL POLE AND RELOCATED TO
NEW 2" PERFEREATED POST.
S4 REMOVE EXISTING SIGN PANEL(S) AND POST.
SS INSTALL SIGN PANEL(S) ON EXISTING STREET LIGHT POLE.
SE EXISTING SIGN PANEL(S) AND POST TO REMAIN IN PLACE.
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W U� IRVINE, CA 92606
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FCF CAO OSN SN GEORGE ALVAREZ—RCE 25161—EXP. 12/31/17 DATE
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6/28/2017 1 : 27 PM
CONDUCTOR SCHEDULE SENSOR TABLE POLE SCHEDULE
(N) (N) N N SENSOR CHANNEL DETECTOR EXISTING PHASE DIAGRAM REFLECTORIZED
CONDUCTOR CIRCUIT _ 7 STANDARD SIGNAL HP SOD VAP SIGNAL HEAD AND MOUNTING PED PUSH BUTTON POLE LOC
1 2 3 4 5 6 7 1 + 1-�2 A STREET NAME SIGN REMARKS
01 3 3 3 3 3 6 6 1 2 * 1-�2 X06 X06 4� No. TYPE HEIGHT MA MA WATTS VEHICLE MA PED TYPE PHASE QUAD. (RSNS) A B C
02 3 3 - - - 6 1 6 2 1 2-02 02 1O L (N) OA 24-4-100 30' 35' 15' 250 SV-3-TA MAS - - - - VIA VERMEULEN • • 5.5' 2 14 15 16
06 3 3 - - - 3 3 2 3_02 ro �--2P 08 V
08 3 3 - - - 3 3 3 1 4-02 (N) OB 17-3-100 30' 20' 15' 250 SV-3-TA MAS SP-1-T - 6 N DEL OBISPO ST. • • 6.5' 14 18 19
02 PED - - 2 2 2 2 2 2 5-02 PHASE 1 + 6 PHASE 2 + 6 PHASE 8
AWG #14 08 PED - 2 - - 2 4 4 4 1 6-02 OC 19-3-70 30' 30' 15' 250 SV-1-T MAS SP-1-T - 6 S (N) VIA VERMEULEN EX EX EX 14 15 16
02 PPB - - 1 1 1 1 1 1 1 2 -02 CONSTRUCTION NOTES
08 PPB - 1 - - - 1 1 5 1 + 1-06 OD 1-A 10' - - - - - - - 2 W - EX EX EX
PPB COMMON - 1 1 1 1 1 2 2 2 * 1-06 aREMOVE EXISTING TYPE 17-3-70 SIGNAL POLE, LUMINAIRE MAST ARM, SIGNAL AND
- - - - - - - 6 1 2-06 PEDESTRIAN INDICATION, AND FOUNDATION COMPLETELY. O 17-3-70 30' - 15' 250 - - - - 2 W - EX EX EX
SPARES 3 3 3 3 3 6 6 2 3-06 n REMOVE EXISTING TYPE 1-A SIGNAL POLE, SIGNAL AND PEDESTRIAN INDICATION, AND
TOTAL 15 19 10 10 12 34 34 7 1 4-06 II��II FOUNDATION COMPLETELY. nFF 1-A 10' - - - TV-1-T - SP-1-T - - - - EX EX EX 19
EVP 1 1 - - - 2 2 2 5-06 n REMOVE EXISTING TYPE 24-3-70 SIGNAL POLE, LUMINAIRE MAST ARM, SIGNAL AND
LUMINAIRE 2 2 - 2 2 4 4 8 1 6-06 PEDESTRIAN INDICATION, AND FOUNDATION COMPLETELY. ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED: (N) = NEW
AWG #10 SIGNAL COMMON 1 1 1 1 1 2 2 2 1-06 Et— INTERCEPT AND EXTEND EXISTING CONDUIT, SIZE PER PLAN. = SEE PLAN FOR LOCATION
TOTAL 3 3 1 3 3 8 8 9 1 ** -01 5INSTALL NEW DLC CABLE TO CONTROLLER CABINET.
01 - 1 - - - 1 1 1 2 - n— INSTALL NEW LOOPS AS SHOWN. 1 5 INSTALL SIGN PANEL ON SIGNAL MASTER ARM PER DETAIL U, CALTRANS STANDARD
02 - - 3 3 3 3 3 10 1 1-08 II��—I1 INSTALL NO. 5 PULL BOX. PLAN ES-7N.
02 SPEED TRAP - 4 - - - 4 4 2 2-o8 I Q I INSTALL CONDUIT, SIZE PER PLAN. 16 FURNISH AND INSTALL GTT EVP OPTICOM MODEL 722 OPTICAL DETECTOR, PHASES AS
TYPE 06 - 3 - - - 3 3 + = SYSTEM SAMPLING (NO OUTPUT TO u FURNISH AND INSTALL SIGN PANEL(S) ON SIGNAL POLE, PANEL(S) PER PLAN. SHOWN. DETECTOR SHALL BE PARALLEL TO ROADWAY. CONTACT GTT EVP COMPANY
"C" 06 SPEED TRAP - - 4 4 4 4 4 PHASE) 1 p REMOVE AND SALVAGE, TO THE CITY, EXISTING TYPE P CABINET, CONTROLLER AND REPRESENTATIVE FOR OPTIMUM LOCATION AND TECHNICAL SUPPORT. SUPPLY AND
DLC 08 - - - - 2 2 2 * = INTEGRAL CALL HOLD (0-5 SEC) EQUIPMENT. INSTALL MODEL 138 DETECTOR CABLING. SEE SPECIAL PROVISIONS.
**
= INTEGRAL CALL DELAY (0-30 SEC) 11 REMOVE EXISTING TYPE P FOUNDATION COMPLETE. 17 INSTALL 138 EVP CABLE THROUGH EXISTING CONDUITS INTO CONTROLLER CABINET. C
FURNISH AND INSTALL NEW TYPE 'P' TS2, TYPE 2 ALUMINUM CABINET ON 18 INSTALL LUMINAIRE MAST ARM AT 90` TO ROADWAY. o —
TOTAL DLC - 8 7 7 9 17 17 FOUNDATION PER CALTRANS STD PLAN ES-313. CABINET SHALL BE UNPAINTED 19 FURNISH AND INSTALL RADAR DETECTION UNIT (SS-225) AND TERMINAL JUNCTION ECR -A
AWG 8 SIGNAL SERVICE 3 3 - - - 3 3 Box
CONDUIT FILL % 5 5 24 12 14 10 10 ALUMINUM. INSTALL BATTARY BACK-UP SYSTEM IN SEPARATE CABINET MOUNTED ON (SS170) AS DIRECTED BY SUPPLIER. INSTALL POWER/COMMUNICATION CABLE A
THE WEST SIDE OF THE CONTROLLER CABINET. BBS DOOR SHALL BE HINGED ON (SS-704-040) TO CONTROLLER CABINET. RADAR ZONES TO BE PROGRAMMED BY
CONDUIT SIZE 1-4" 2-4" 1-2" 1-3" 1-3" 2-4" 2-4"
THE LEFT. OTHERS. \
ALL CONDUITS ARE EXISTING UNLESS OTHERWISE NOTED: (N) = NEW 13 FURNISH AND INSTALL SYSTEM CONTROLLER, ECONOLITE ARIES READY COBALT BC PULL BOX IN EXISTING CONDUIT. \� B -BI
SYSMEM CONTROLLER WITH DATA KEY AND ETHERNET PORT. INSTALL WAVETRONIX PP PROTECT IN PLACE (DESCRIPTION PER PLAN) 0-
'MATRIX' RADAR DETECTION SYSTEM AND APPURTENANCES. CC CONNECT NEW AND EXISTING CONDUIT. C
14 REMOVE EXISTING RSNS ON POLE C. FURNISH AND INSTALL NEW RSNS WITH RC TO BE REMOVED AND BECOME PROPERTY OF CONTRACTOR.
MOUNTING BRACKET PER DETAIL E, CALTRANS STANDARD PLAN ES-7P. AB ABANDON. m
CB INSTALL CONDUIT INTO EXISTING PULL BOX.
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PPHN GENERAL NOTES
SN� 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS, LATEST EDITION. PUBLIC WORKS AND UTILITIES DEPARTMENT
2. POLE LOCATIONS SHOWN HEREON ARE APPROXIMATE. PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY
THE ENGINEER. DEL OBISPO W
U' 3. NO SPLICING WILL BE ALLOWED IN ANY PULL BOXES FOR THE SIGNAL CABLES FROM THE CONTROLLER TO EACH POLE. THE CABLE
Q SHALL FEED DIRECTLY FROM ONE CONDUIT TO THE NEXT WITHOUT ANY EXTRA CABLE COILED IN PULL BOX, EXCEPT WHERE PULL
TRAFFIC SIGNAL MODIFICATION PLA N
BOX IS NEXT TO THE CONTROLLER, WHERE A MINIMUM OF 3 FEET OF SLACK SHALL BE PROVIDED.
O 4. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. DEL 0 B I S P 0 STREET
0 5. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE SIGNAL PHASE DIAGRAM.
Q0 6. (XXXX) INDICATES LOOP ASSIGNMENT IN THE CONTROLLER CABINET. EACH LOOP ASSIGNMENT SHALL HAVE A SEPARATE LEAD-IN o z AT VIA VERMEULEN
PLANS PREPARED BY:
E-
0 CABLE TO THE CONTROLLER. a 0 2121 ALTON PARKWAY, SUITE 200
7. ALL PULL BOXES SHALL BE NO. 6, UNLESS OTHERWISE NOTED. °� H
8. ALL NEW CONDUITS SHALL BE USED UNLESS OTHERWISE NOTED AND NEW CONDUCTORS SHALL BE USED THROUGHOUT. w IRVINE, CA 92606
20 10 0 20 40 ca H
CNC
° 9. ALL LOOPS SHALL BE TYPE E DETECTORS (6' DIAMETER), UNLESS OTHERWISE NOTED. PHONE (949) 863-0588
10. LOOPS SHALL BE CENTERED IN THE MIDDLE OF THE LANE AND FRONT LOOPS SHALL BE PLACED 1' IN FRONT OF THE CROSSWALK SCALE IN FEET W ENGINEERING FAX (949) 863-0589
CLUn ORE OR LIMIT LINE. UNLESS OTHERWISE NOTED. 1 " = 20'
75
U Y°G ground 11. ALL CONDUITS SHALL BE 3", UNLESS OTHERWISE NOTED. Consulting Civil Engineers Land Surveyors
C ° Service Alert 12. ALL NEW CONDUITS SHALL BE SCHEDULE 80 PVC UNLESS OTHERWISE APPROVED BY THE ENGINEER.
V� of southern California 13. NEW SIGNING SHALL CONFORM TO THE CALIFORNIA MUTCD FOR STREET AND HIGHWAYS, LATEST EDITION. �Q�pFESS/p� 36943 06/27/2017
lull Call: TOLD FREE 14. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF THE JOB SITE. HAND DIG TO DETERMINE EXACT UTILITY LOCATIONS AND �`�'�,�,PB �Zq,���c� Shahab Naza
P.E. RCE# Date N
DEPTH AS-8a®-227-2600 PRIOR TO ANY EIXCAVATION.RED UNTIL CLEAR OF OBSTRUCTIONS. CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 (48) HOURS N0.36943 m m DRAWN BY: DESIGNED BY: APPROVED BY: PLAN o
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WATER STANDARD NOTES: WATER CONSTRUCTION NOTES:
p PROTECT IN PLACE. DESCRIPTION PER PLAN.
90 SAWCUT AND REMOVE EXISTING AC PAVEMENT, BASE MATERIAL
AND NATIVE.
1. THE WATER SYSTEM IS TO BE INSTALLED BY THE APPLICANT. ALL WATER SYSTEM WORK SHALL CONFORM TO THE CITY'S EX R/W I�
"STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DOMESTIC WATER AND NON-DOMESTIC WATER IRRIGATION - - - _ EX R/W I 91 CONSTRUCT 1" WATER SERVICE AND METER PER CITY OF SAN
FACILITIES," AS LAST REVISED. - - - JUAN CAPISTRANO STD PLAN W-1.
2. THE CITY'S WATER CONSTRUCTION INSPECTOR (MIKE SMITH) SHALL BE CALLED FOR INSPECTION TWO WORKING DAYS BEFORE NEW R/W 91 CONSTRUCT AC PAVEMENT REPLACEMENT PER SPPWC STD PLAN
START OF WORK AT 949 487-4311. I I
( ) N0. 133-3.
3. A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD -o REMOVE EXISTING WATER METER BOX AND ABANDON EXISTING
ON THE JOB SITE 24 HOURS PRIOR TO START OF WORK. WATER SERVICE AT THE CORPORATION STOP AT WATER MAINLINE.
4. THE WATER SYSTEM IS TO BE INSTALLED AFTER CURB AND GUTTER IS PLACED, OR STAKED BY THE APPLICANT'S SURVEYOR - ---- - 94 CUT AND CAP EXISTING WATERLINE AND REMOVE EXISTING
AT A MINIMUM 50-FOOT STATIONING, IF NOT WITHIN A ROADWAY. --
-� -g - - - m - _ �� � � � � � � � ' WATERLINES, FIRE HYDRANT, VALVE, WATER METER AND BOX.
5. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED - _ --- �NEW R/W - - - -_-_-_----_ EXISTING WATER METER AND BOX TO BE RETURNED TO CITY
AT THE PROPER LOCATION, AT NO COST TO THE CITY. cats _��__� - `----
a �� UTILITY INSPECTOR.
6. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE __--- W
95 CONSTRUCT FIRE HYDRANT PER CITY OF SAN JUAN CAPISTRANO
STEM TOPS HAVING OVER 48 INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-9.
-- - STD PLAN W-6.
7. THE CLEARANCES FROM THE TOP OF THE PIPE AND THE FINISHED STREET SURFACE SHALL HAVE A MINIMUM AS FOLLOWS a a ° .,� -- 96 REMOVE EXISTING 2" WATER SERVICE ONLY.
UNLESS OTHERWISE NOTED ON THE APPROVED PLANS: Q a a _ I 97 CONSTRUCT 2" WATER SERVICE AND METER PER CITY OF SAN
WATER MAIN SIZE SURFACE STREETS STATE HIGHWAY
a a - - \ II JUAN CAPISTRANO STD PLAN W-1 AND JOIN EXISTING WATER
METER.
6 INCHES & SMALLER 36 INCHES 48 INCHES I
_
sd � - 98 FURNISH AND INSTALL FITTING PER PLAN.
8 INCHES 42 INCHES 48 INCHES
12 INCHES 48 INCHES 54 INCHES _ -- --- 99 CONSTRUCT 1" WATER SERVICE WITH 5/8" METER PER CITY OF
�� n SAN JUAN CAPISTRANO STD PLAN W-1.
16 INCHES 54 INCHES 60 INCHES III _ _ - - -6' � -
9 BORE 1„ COPPER PIPE INTO EXISTING WATER LINE PER CITY OF
ALL WATER MAINS GREATER THAN 16 INCHES SHALL BE DECIDED ON A CASE BY CASE BASIS. PIPE SHALL BE BEDDED AND I I 9092 - a-�1 SAN JUAN CAPISTRANO WATER DEPARTMENT SPECIFICATIONS.
o BACKFILLED PER CITY STANDARD W-8. EX 3'X8' P EX CATV P - - - -
o RCB SD RECORD
8. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4 INCHES ABOVE THE CONCRETE PAD OR SIDEWALK. - ---- ------------------- I & ELEC
9 ALL
I8WATER
MAINS
" THROUGH
12" SHALL
BE PRESSURE CLASS 305, PVC (C900-07) AND FOR 14" AND LARGER SHALL BE III --- ----- EX 6" G P II 90 92
DR
Q0 10. NO TAPS OROTHERCONNECTIONS SHALL BE MADE TO EXISTING CITY WATER MAINS PRIOR TO CONDUCTING AN APPROVED 1.50'
-�{ RECORD �I
LO o PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN I I 91 -
IN THE FIELD IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO TAPPING THE MAIN LINE. TAPPING 10
EX X1:59-
I-, APPROVED MANNER, I
__ _r
OF THE MAIN LINE SHALL NOT PROCEED UNLESS A CITY WATER CONSTRUCTION INSPECTOR IS PRESENT. I / " W I
Q) 11. WHERE METERS AND WATER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE LOCATED THAT THE CONST P II
U METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED STREET SURFACE. A RETAINING - - I I
WALL MAY BE REQUIRED AROUND THE METER BOX. 10 / - - I
v v L
12. THE APPLICANT SHALL FURNISH AND INSTALL THE SERVICE CONNECTIONS BETWEEN WATER MAINS AND METER AND FURNISH - 3 U0 1 n CONST I I 91
/ INSTALL METER BOXES.
° 13. CURBS SHALL BE INSCRIBED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. 21+15.25 (ST STA) I 10" EX 10" W
o �I �---
/ 14. INDIVIDUAL PRESSURE REGULATORS WILL BE REQUIRED BY THE PLUMBING CODES OF THE CITY HAVING JURISDICTION IF - 3.00 (D
STATIC PRESSURE REACHED 80 PSI OR MORE. - ' "w I Q
15. ALL 5/8" THROUGH 2" METERS AND CUSTOMER SERVICE VALVES WILL BE FURNISHED AND INSTALLED BY THE CITY37+54.00 (ST STA) T a CITY O F SAN JUAN CAPISTRANO
FOLLOWING RECEIPT OF APPLICATION AND DEPOSIT. THE CONTRACTOR SHALL EXPOSE ALL ANGLE METER STOPS AND EX 6 G P 91
PROPERLY LOCATE THE METER BOXES TO GRADE PRIOR TO REQUESTING INSTALLATION OF THE METERS AND CUSTOMER 3.00 PUBLIC WORKS AND UTILITIES DEPARTMENT
SERVICE VALVES BY THE CITY. - 16"W
a 16. ANY CITY WATER USED SHALL BE METERED WITH A CONSTRUCTION METER OBTAINED FROM THE CITY, THE USE OF JUMPERS DEL OBISPO W
� IS ALLOWED BY PERMIT ONLY. METERS MUST BE INSTALLED PRIOR TO OCCUPANCY OF A DWELLING. __16"w FOR STREET »
0 17. AN ENCROACHMENT PERMIT FROM THE CITY HAVING JURISDICTION IS REQUIRED PRIOR TO ANY WORK WITHIN PUBLIC - IMPROVEMENTS IN THIS EX 16" W P EX 16 AREA, SEE SHEET N0. 5 W WATER IMPROVEMENT PLA N
RIGHT-OF-WAY OR EASEMENT. P FOR STREET
18. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED _ _ _ IMPROVEMENTS IN THIS I
BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF SAN JUAN CAPISTRANO DOES - - - - - - AREA, SEE SHEET NO. 8 DEL 0 B I S P 0 STREET
a NOT GUARANTEE THE ACCURACY, COMPLETENESS, LOCATION, OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY PIPE -- I
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY _ I z PASEO DE LE PAZ TO CALLE ASPERO
MEANS NECESSARY TO PROTECT THOSE UTILITY LINES SHOWN AND NOT SHOWN ON THESE PLANS. 7 _ -+
2 PLANS PREPARED BY:
- F
� 19. ALL BELOW GRADE BOLTS AND NUTS SHALL BE STAINLESS STEEL 316 WITH FLUOROPOLYMER (TRIPAC 2000 OR EQUAL "' - _ a 0 2121 ALTON PARKWAY, SUITE 200
COATED NUTS). U� cc
IRVINE, CA 92606
i 20. A BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE INSTALLED FOR ALL COMMERCIAL DOMESTIC WATER AND IRRIGATION q H
METERS. INSTALLATION OF A BACKFLOW PREVENTION DEVICE FOR A RESIDENTIAL WATER METER WILL BE REVIEWED AND PHONE (949) 863-0588
0 DETERMINED ON A CASE BY CASE BASIS.
21. ONLY BACKFLOW PREVENTION ASSEMBLIES ON THE APPROVED LIST OF USC FOUNDATION FOR CROSS-CONNECTION CONTROL ST STA 21 + 15.25 LOCATION 2 ST STA 37+54.00 LOCATION W E N G I N E E R I N G FAX (949) 863-0589
WILL BE ACCEPTABLE. Qi
22. CONTRACTOR SHALL OBTAIN WATER SERVICE APPLICATION FORM THE CITY UTILITIES TO COMPLETE AND SUBMIT TO THE CITY - SCALE: 1 "=10' - SCALE: 1 "=10' Consulting Civil Eng i In e e r s Land Surveyors
UTILITIES DEPARTMENT FOR PROCESS TO SET UP AN ACCOUNT FOR THE BACKFLOW PREVENTION DEVICE IN TO THE CITY •
BACKFLOW PROGRAM AND CUSTOMER SERVICE SYSTEM. oQ�pFESS/p� 36943 06/27/2017
23. LOCATION OF A REQUIRED BACKFLOW PREVENTION ASSEMBLY SHALL BE INSPECTED AND APPROVED BY THE UTILITIES WATER `�• P8 NAZ •
E q �� Shahab Naza P.E. RCE# Date N
QUALITY-CROSS CONNECTION CONTROL SPECIALIST PRIOR TO INSTALLATION OF THE DEVICE. BACKFLOW SHALL BE TESTED 'nom �,
U BY AN ORANGE COUNTY CERTIFIED TESTER AND A COPY OF CERTIFIED TEST RESULT SHALL BE SUBMITTED TO THE UTILITIES NO. `� Z
WATER QUALITY DIVISION PRIOR TO APPROVAL OF CERTIFICATE OF OCCUPANCY OR AT THE START OF WATER USAGE c� R, DRAWN BY: DESIGNED BY: APPROVED BY: PLAN
o � EXP.06130118 � � co
,, WHICHEVER COMES FIRST. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL CONTACT UTILITIES AT 949-234-4415 * JC JC W-1
U FOR INSPECTION AND REQUIREMENTS PER CITY ORDINANCE NO. 895 -BACKFLOW AND CROSS-CONNECTIONS (TITLE 6). q� C1V\\, � z CHECKED BY: CHECKED BY: SHEET a
F OF CAOF� oSN SN GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE 1 Q OF 34 U
z CITY ENGINEER v
6/26/2017 10: 18 AM
WATER CONSTRUCTION NOTES:
L� P�PROTECT IN PLACE. DESCRIPTION PER PLAN.
SAWCUT AND REMOVE EXISTING AC PAVEMENT, BASE MATERIAL
I I AND NATIVE.
I I I 91 CONSTRUCT 1" WATER SERVICE AND METER PER CITY OF SAN
JUAN CAPISTRANO STD PLAN W-1.
I I 92 CONSTRUCT AC PAVEMENT REPLACEMENT PER SPPWC STD PLAN
' b I NO. 133-3.
93 REMOVE EXISTING WATER METER BOX AND ABANDON EXISTING
_ WATER SERVICE AT THE CORPORATION STOP AT WATER MAINLINE.
(118) - - 94 CUT AND CAP EXISTING WATERLINE AND REMOVE EXISTING
WATERLINES, FIRE HYDRANT, VALVE, WATER METER AND BOX.
(1 - _ - - _ EXISTING WATER METER AND BOX TO BE RETURNED TO CITY
I F,1 17_ _ ) UTILITY INSPECTOR.
°h— 95 CONSTRUCT FIRE HYDRANT PER CITY OF SAN JUAN CAPISTRANO
r ---� - - - - -- - - -- - - -- - - -- n- - - -- - - >-- - /°"/ ) (116) STD PLAN W-6.
°h ® ® 96 REMOVE EXISTING 2" WATER SERVICE ONLY.
o®O 97 CONSTRUCT 2" WATER SERVICE AND METER PER CITY OF SAN
g� / __-1x(116)-. 6 9- - °n (117)- JUAN CAPISTRANO STD PLAN W-1 AND JOIN EXISTING WATER
_ - ---
�.- 7`�J�B6J 6�J� i ' -�-- �/ I — ��Y X6'•9 - -"� _
—69_ METER.
- - -f(115) ��_ a- I A '`Y �' - 98 FURNISH AND INSTALL FITTING PER PLAN.
�, / / ---_ - -- - - ------ --- -- - 9- - METER PER CITY OF
— Y``
�Y Y
-------------
?'99 i ,� - --�----e---�----�- --Q- �`_� / / � Y\\ _7� -- — .
��� 99
SAN JUAN CAPISTRANO STID PLAN
-�- _ CONSTRUCT 1" WATER SERVICE WITH 5/8"
BORE 1" COPPER PIPE INTO EXISTING WATER LINE PER CITY OF
- -------------------- -------_-�--•_- ---x -__ _ --- --- -- SAN JUAN CAPISTRANO WATER DEPARTMENT SPECIFICATIONS
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� � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 „ = 20'
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CITY OF SAN JUAN CAPISTRANO
1 13 PUBLIC WORKS AND UTILITIES DEPARTMENT
a
DEL OBISPO WIDENING
cn / FOR STREET
p EX 10 W
IMPROVEMENTS THIS
AREA, SEE SHEETT N0. 7 WATER IMPROVEMENT PLA N
g / vt -
94 Q -(11;, DEL OBISPO STREET
z �J� PASEO DE LE PAZ TO CALLE ASPERO
Q0
/ a ^ PLANS PREPARED BY:
6 g i
_ 0 2121 ALTON PARKWAY, SUITE 200
o � IRVINE, CA 92606
PHONE (949) 863-0588
0Q W E N G I N E E R I N G FAX (949) 863-0589
3 ST STA 31 +5 0.0 0 LOCATION
75
U – SCALE: 1 "=10' Consulting Civil Engineers Land Surveyors
oQ�°FEssi°,�y 36943 06/27/2017
q� Shahab Naza P.E. RCE# Date N
N0.36943 m m DRAWN BY: DESIGNED BY: APPROVED BY: PLAN O
o EXP.06130/18
Iti
JC JC W-2
at *(S.x C/V 1\' � z CHECKED BY: CHECKED BY: SHEET
lFOF CALF OGEORGE ALVAREZ—RCE 25161—EXP. 12/31/17 DATE
SN SN
z CITY ENGINEER 200F34 U
6/26/2017 10: 18 AM
ABBREVIATIONS APPLICABLE CODES POWER LEGEND AND SYMBOLS
A AMPERE SYMBOL DESCRIPTION
AF AMPERE FRAME RA TING (CIRCUI T BREAKER) MUL TI MULTI-METER SECTION 1. 2016 BUILDING STANDARDS ADMINISTRA TI VE CODE, PART 1, TI TLE 24 C.C.R.
AFF ABOVE FINISHED FLOOR MV MEDIUM VOL TAGS �
2 2016 CALIFORNIA BUILDING CODE (CBC),PART 2, TITLE 24 C.C.R. (IBC WITH AMENDMENTS) WEATHERPROOF DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLS)
AFG ABOVE FINISHED GRADE NC NORMALLY CLOSED
AFU AMPERE FUSE RATING (FUSE) NEC NATIONAL ELECTRICAL CODE J. 2016 CALIFORNIA ELECTRICAL CODE (CEC), PART J, TITLE 24 C.C.R. (NEC WITH AMENDMENTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N.
AIC AMPERE INTERRUPTING CAPACITY NEMA NATIONAL ELECTRICAL MAIN SWITCHBOARD, POWER OR LIGHT, FLOOR STANDING ENCLOSURE, (SEE SINGLE LINE
AS AMPERE SWITCH RATING (FUSE) MANUFACTURERS ASSOCIATION 4. 2016 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (UMC WITH AMENDMENTS) ® DIAGRAM AND LOAD SUMMARY)
A T AMPERE TRIP RATING (CIRCUIT BREAKER) NEW(N) NEW, TO BE FURNISHED AND 5. 2016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (UPC WITH AMENDMENTS) CONDUIT CONCEALED IN OR UNDER FLOOR: OR UNDERGROUND (CONFIRM DEPTH, GRADE TO
AWG AMERICAN WIRE GAUGE INSTALLED BY CONTRACTOR -----
BKBD BACKBOARD NF NON-FUSED 6. 2016 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (IFC WITH AMENDMENTS) DRAIN INTO PULL BOXES)
BLDG BUILDING NIC NOT IN CONTRACT 7. 2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. DETAIL No.
SHEET No. DETAIL REFERENCE
BKR BREAKER NIL NIGHT LIGHT 8 2016 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
C CONDUIT NO NUMBER, NORMALLY OPEN
EQUIPMENT EQUIPMENT REFERENCE
CB CIRCUIT BREAKER NTS NOT TO SCALE 9. 2016 CALIFORNIA ENERGY CODE (PART 6, TITLE 24 C.C.R.) all). No.
CKT CIRCUIT OC ON CENTER 10, 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSG), PART 11, TITLE 24 C.C.R. (E) EXISTING CONDUIT AND WIRING TO REMAIN
CFSD COMBINA TION FIRE SMOKE DAMPER OD OUTSIDE DIAMETER
CO CONDUIT ONLY P POLE (R) PULL-OUT WIRES AND ABANDON CONDUIT. CUT AND CAPPED FLUSH WALL OR SLAB.
CONC CONCRETE PB PULL BOX E EXISTING CONDUIT TO REMAIN
CT CURRENT TRANSFORMER PF POWER FACTOR
CU COPPER PNL PANEL NOTE TO CONTRACTOR
A-1,3 HOMERUN TO CIRCUITS/I AND #J IN PANEL "A" (CROSSMARKS INDICATE
CL CENTERLINE POC POINT OF CONNECTION NUMBER OF PHASES AND NEUTRAL. PROVIDE GROUND WIRE.)
DISC DISCONNECT PP POWER POLE DO NOT SCALE DRAWINGS
DSBN DISTRIBUTION SECTION
PWR POWER CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL
DN DOWN PVC POL YVINYL CHLORIDE IMMEDIA TEL Y NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE SWITCH AND FUSE ASSEMBL Y
RESPONSIBLE FOR THE SAME.
DWG DRAWING QUAD QUADRUPLEX
EA EACH QTY QUANTITY
EC ELECTRICAL CONTRACTOR REQD REQUIRED GENERAL NOTES UTILITY COMPANY PULL SECTION LUGS
EM EMERGENCY REQMT REQUIREMENT
RGS RIGID GALVANIZED STEEL 1. ALL MA TERIALS AND WORKMANSHIP SHALL CONFORM TO THE LA TEST CALIFORNIA CODE OF REGULA TIONS (CCR), NA TIONAL
EMT ELECTRICAL METALLIC TUBING ELECTRICAL CODE EDITION AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. GROUNDING CONNECTION TO MAIN BUILDING GROUND SYSTEM U.O.N.
EXIST, (E) EXISTING RMC RIGID METALLIC CONDUIT
RM ROOM 2. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL REQUIREMENTS TO N
EXO EXTERNAL OPERABLE DISCONNECT G GROUNDING CONNECTION AT SWITCHGEAR/DISTRIBUTION BOARD WITH NEUTRAL BONDING.
F FUSE RNC RIGID NONMETALLIC CONDUIT ACCOMMODATE CONDUCTORS SHOWN.
FA FIRE ALARM SHT SHEET J. WHERE WIRE SIZES ARE INDICATED ON PLANS, FOR INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL APPLY TO THE
FA CP FIRE ALARM CONTROL PANEL SN SOLID NEUTRAL COMPLETE CIRCUIT, UNLESS OTHERWISE NOTED.
M IN-LINE UTILITY COMPANY METER
FF FINISHED FLOOR SPEC SPECIFICATIONS 4. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWINGS
SPOT SINGLE POLE, DOUBLE THROW IN LAYING OUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL
FG FINISHED GRADE 200-D CONDUIT WIRING DESCRIPTION PER FEEDER SCHEDULE ON OTHER PLAN
FLA FULL LOAD CURRENT
SPST SINGLE POLE, SINGLE THROW BE INSTALLED. MAINTAIN MINIMUM CODE REQUIRED WORKING CLEARANCES A T ALL TIMES
FLUOR FLUORESCENT SW SWITCH 5. PROVIDE PULL BOXES WHEREVER NECESSARY TO FACILITATE PULLING OF CONDUCTORS COORDINATE LOCATIONS OF BOXES 200-Y CONDUIT WIRING DESCRIPTION PER FEEDER SCHEDULE ON OTHER PLAN
GEN GENERA TOR SWBD SWI TCHBOARD WITH OTHER TRADES TO AVOID CONFLICT. PULL BOXES SHALL BE ACCESSIBLE. THE SIZE OF PULL BOX SHALL COMPLY WITH
N.E.C. REQUIREMENTS.
TC TIME CLOCK CONCRETE ELECTRICAL PULL BOX WITH LID APPROPRIATE FOR INSTALLATION LOCATION. LID
GFCI GROUND FA UL T CIRCUI T INTERRUPTER PB SHALL BE LABELED 'ELECTRICAL" OR "COMM" ACCORDING TO USE.
GFP GROUND FA UL T PROTECTION TEL TELEPHONE 6. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO OUTSIDE ENVIRONMENT(UP TO
GND GROUND TERM TERMINAL 16) SHALL BE WEATHERPROOF TYPE, NEMA 3R.
TP TEMPORARY POLEPROPOSED STREET LIGHT STANDARD
HOA HAND-OFF-AUTOMATIC 7. ALL ELECTRIC MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL APPEAR ON ALL
HP HORSE POWER TYP TYPICAL ELECTRICAL EQUIPMENT.
HV HIGH VOLTAGE UGPS UNDERGROUND PULL SECTION
8. ALL DISTRIBUTION AND CONTROL EQUIPMENT(SUCH AS CB's, SWITCHES, CONTACTORS, ETC.), TERMINATIONS SHALL BE FULLY
IDF INTERMEDIATE DISTRIBUTION FRAME UL UNDERWRITERS LABORATORY RATED PER UL AS FOL LOWS:
IG ISOLA TED/INSULA TED GROUND UPS UNINTERRUPTIBLE POWER SUPPLY
UON UNLESS OTHERWISE NOTED G. 125A OR LESS : 60C OR MORE;
INCAND INCANDESCENT b. MORE THAN 125A : 75C OR MORE.
TSC SHORT CIRCUIT CURRENT A VAILABLE V VOL T, VOL TAGS
VA VOL T-AMPERE 9. CONDUCTORS SHALL HA VE UNDERWRI TER S LABORA TORIES, INC.(UL) LISTED, 600 VOL T INSULA TION OF TYPE SPECIFIED BELOW
IN RMS SYMMETRICAL AMPERES OR ELSEWHERE IN THE SPECIFICATIONS CONDUCTORS SHALL BE COPPER.
J-BOX JUNCTION BOX VFC VARIABLE FREQUENCY CONTROLLER
KCMIL THOUSAND CIRCULAR MILS VFD VARIABLE FREQUENCY DRIVE 1. BRANCH CIRCUITS - LIGHTING AND POWER.
KW KILOWATT W WATT G. #10 AWG AND SMALLER, SOLID WIRE TYPE THW OR THHN/THWN, THHW(THHN FOR DRY LOCATION ONLY).
KV KILO VOLT WH WATT-HOUR b. 18 AWG TO 12 AWG, STRANDED TYPE THW OR THHN/THHW.
KVA KILO VOL I-AMPERE WP WEA THERPROOF c. 11 AWG AND LARGER, STRANDED TYPE XHHW.
LDC LOCAL DISTRIBUTION CABINET WT WEATHERTIGHT 2 FEEDERS : TYPE THW OR THHN/THWN, OR XHHW.
LDF LOCAL DISTRIBUTION FRAME WW WIREWAY
XP EXPLOSION PROOF 10. WIRING METHOD SHALL BE EMT ABOVE GROUND AND MOUNTED IN CONCEALED SPACES AND SCHEDULE-40 PVC FOR
LCL LONG CONTINUOUS LOAD UNDERGROUND INSTALLATION. USE RIGID WHEN ENCASED IN CONCRETE OR SUSCEPTIBLE TO DAMAGE.
L TG LIGHTING Z IMPEDANCE
LV LOW VOLTAGE 4W FOUR-WIRE 11. CONTRACTOR TO USE THE FOLLOWING CONDUCTOR SIZES FOR BRANCH CIRCUITS:
JW THREE-WIRE 110 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET.
MFR MANUFACTURER 110 AWG CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET.
MAX MAXIMUM 5S JUNCTION BOX
MCC MOTOR CONTROL CENTER (4 11/16" SQUARED X2 1/8" DEEP)
MIN MINIMUM DIAMETER, PHASE
MH MANHOLE/METAL HALIDE # NUMBER
M/M METER AND MAIN SECTION C DEGREE CELSIUS
(E) EXISTING DEVICE TO REMAIN (RL) REMOVE EXISTING DEVICE AND RELOCATE
AS SHOWN ON PLAN
(R) REMOVE EXISTING DEVICE AND ASSOCIATED
CONDUIT AND WIRE (NL) NEW LOCA77ON OF RELOCATED DEVICE
SHEET INDEX
Sheet Number Sheet Title
El ELECTRICAL NOTES & SYMBOLS
E2 ELECTRICAL SITE PLAN CITY OF SAN JUAN CAPISTRANO
U, PUBLIC WORKS AND UTILITIES DEPARTMENT
E3 ELECTRICAL SITE PLAN
I
E4 ELECTRICAL SITE PLAN DEL OBISPO WIDENING
r7
E5 ELECTRICAL DETAILS STREET LIGHTING PLAN
DEL OBISPO STREET
zc Z ELECTRICAL NOTES & SYMBOLS
0
2121 ALTON PARKWAY, SUITE 200
`� U1 NIRVINE, CA 92606
A4-&CPHONE (949) 863-0588
W E N G I N E E R I N G FAX (949) 863-0589
Consulting Civil Engineers Land Surveyors
I
j 275 W.Hospitality Lane,Suite#100Q OFESS/ 36943
San Bernardino,CA 92408 �� P
N Fax 909 890.3 0700 �� Fy
C) q� Sean Nazarie, P.E. RCE# Date
F- Email:cadd@designwesteng.comBY' APPROVED BY' PLAN G
,
U ww)
V
Uj P. - 2El
DESIGN WEST ENGINEERING �9TFOF A�F� \P sir
j
MECHANICAL•ELECTRICAL•ENERGY CONSULTANTS x crr »cn� 21 3 4 U
15-41J
❑ ENERAL NOTES
1. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD CONDITIONS
I PRIOR TO INSTALLATION OF UTILITY SERVICES
% 2. COORDINATE TRENCH ROUTING AND EQUIPMENT LOCATIONS WITH
EXISTING CONDITIONS AND NEW WORK.
/ 3. ALL UTILITY SERVICES SHALL BE INSTALLED PER THE UTILITY
I COMPANY REQUIREMENTS VERIFY FINAL CONSTRUCTION
REQUIREMENTS WITH UTILITY COMPANY SERVICE PLANNERS
4. UTILITY SERVICE INFORMATION SHOWN IS FOR BIDDING PURPOSES
/ EX. R/W ONLY. ACTUAL CONSTRUCTION DOCUMENTS SHALL BE OBTAINED
/ FROM THE APPROPRIA TE UTILITY COMPANY REPRESENTA TI VE.
/ « _
_ 5. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY
��-- --------- — REPRESENTATIVE TO ESTABLISH PRE—CONSTRUCTION COORDINATION,
OBTAIN ALL NECESSARY APPROVALS, AND SCHEDULE UTILITY WORK
_= — --
—— `— — TO COORDINATE WITH THE CONSTRUCTION SCHEDULE.
(E)
Ir
- -
CONSTR ❑ CTION NOTES
NEW R
00 �� — G' V� O1 EXISTING STREET LIGHT STANDARD TO BE PROTECTED IN PLACE.
J
l O PROVIDE- (2)#6 (1)118G 2"C — STREET LIGHTS
PULLBOX TO BE TYPE 3-1/2 OR EQUAL WITH CONCRETE BOLT DOWN
\ / e` -- --- — — ----- ------------------— — COVER MARKED STREET LIGHTS
PROVIDE NEW STREET LIGHTING STANDARD WHICH INCLUDES POLE, ARM,
LUMINAIRE, FOOTING AND ASSOCIATED COMPONENTS PER CITY
---— STANDARDS REFER. TO DETAILS
O _ 50 EXITING UTILITY POLE & CONDUITS WILL BE REMOVED BY SDG&E.
CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION.
O6 NEW UTILITY POLE AND ASSOCIATED CONDUITS WILL BE INSTALLED BY
SDG&E. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION.
EXISTING LOCATION OF UTILITY BOX HANDHOLE (H120188). CONTRACTOR
IS TO PROTECT IN PLACE. ALL WORK TO BE DONE PER UTILITY
SPECIFICA TIONS AND REQUIREMENTS
PROVIDE (3)5" CONDUITS FROM HANDHOLE TO NEW UTILITY POLE.
PROVIDE RISERS PER UTILITY SPECIFICATIONS. ALL WORK TO BE DONE
\ i PER UTILITY SPECIFICATIONS AND REQUIREMENTS
CONTRACTOR IS TO COORDINATE THE RELOCATION OF EXISTING
OVERHEAD LINES FROM NEW POLE TO EXISTING POLE. ALL WORK TO BE
DONE PER UTILITY SPECIFICATIONS AND REQUIREMENTS.
k
TRENCHING IN THIS AREA IS TO BE COORDINA TED WI TH THE NEW
RETAINING WALL INS TALLA TION CONTRACTOR SHALL STA Y MIN. OF 5'
AWAY FROM WALL FOOTING. ALL WORK TO BE DONE PER UTILITY
SPECIFICA TIONS AND REQUIREMENTS
TYP. ---
(E)
i'
CITY OF SAN JUAN CAPISTRANO
PUBLIC WORKS AND UTILITIES DEPARTMENT
w DEL OBISPO WIDENING
I
STREET LIGHTING PLAN
DEL OBISPO STREET
c ZELECTRICAL SITE PLAN
PLANS PREPARED Hr.O
2121 ALTON PARKWAY, SUITE 200
Q A IRVINE, CA 92606
PHONE (949) 863-0588
W E N G I N E E R I N G FAX (949) 863-0589
Consulting Civil Engineers Land Surveyors
I
j 275 W.Hospitality Lane,Suite#100 Q OFESS/ 36943
CD
San Bernardino,CA 92408 �� P F�
Phone:909.890.3700 Sean Nazarie, P.E. RCE# Date
N A ' Fax:909.890.37701-1
y
Email:cadd@designwesteng.com ,
PLAN C14U
w 2 v-
a_ DESIGN WEST ENGINEERING �9TFOF CO � \P SHM
ELECTRICALSITE PLAN SCALE: 1 = 217'-0" 1 MECHANICAL•ELECTRICAL•ENERGY CONSULTANTS 22 34
L
x CITY ENGINEER
15-413
❑ ENERAL NOTES
1. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD CONDITIONS
PRIOR TO INSTALLATION OF UTILITY SERVICES
2. COORDINATE TRENCH ROUTING AND EQUIPMENT LOCATIONS WITH
EXISTING CONDITIONS AND NEW WORK.
-�A 3. ALL UTILITY SERVICES SHALL BE INSTALLED PER THE UTILITY
(E) POWE ♦ COMPANY REQUIREMENTS VERIFY FINAL CONSTRUCTION
UTILITY POLE REQUIREMENTS WITH UTILITY COMPANY SERVICE PLANNERS
4. UTILITY SERVICE INFORMATION SHOWN IS FOR BIDDING PURPOSES
ONLY. ACTUAL CONSTRUCTION DOCUMENTS SHALL BE OBTAINED
FROM THE APPROPRIA TE UTILITY COMPANY REPRESENTA TI VE.
♦ A 5. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY
ON ,� = REPRESENTATIVE TO ESTABLISH PRE—CONSTRUCTION COORDINATION,
♦ OBTAIN ALL NECESSARY APPROVALS, AND SCHEDULE UTILITY WORK
TO COORDINATE WITH THE CONSTRUCTION SCHEDULE.
�
O o
EX. R/W (E) OVERHEAD LINES / J
0 oy
CONSTR ❑ CTION NOTES
(E) OVERHEAD LINES oy ♦♦ �
/ Oj EXISTING STREET LIGHT STANDARD TO BE PROTECTED IN PLACE.
ON ow -
O PROVIDE. 2 (1)18G 2"C — STREET LIGHTS
(E) POWE - STA: 34+39 3 4
UTILITY POLE 0� F/ oy O PULLBOX TO BE TYPE 3-1/2 OR EQUAL WITH CONCRETE BOLT—DOWN
%// ♦♦ COVER MARKED 'STREET LIGHTS'
_F _ —F , - O PROVIDE NEW STREET LIGHTING STANDARD WHICH INCLUDES POLE, ARM,
(E) LUMINAIRE, FOOTING AND ASSOCIATED COMPONENTS PER CITY
(E) OVERHEAD
STANDARDS REFER. TO DETAILS
LINES—
()\A i 50 EXITING UTILITY POLE & CONDUITS WILL BE REMOVED BY SDG&E.
CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION.
ON ' So O NEW UTILITY POLE AND ASSOCIATED CONDUITS WILL BE INSTALLED BY
(E) P0WE,
UTILITY 0N / /j �� SDG&E. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION.
POL
EXISTING LOCATION OF UTILITY BOX HANDHOLE (H120188). CONTRACTOR
IS TO PROTECT IN PLACE. ALL WORK TO BE DONE PER UTILITY
SPECIFICA TIONS AND REQUIREMENTS
j / gO PROVIDE (3)5" CONDUITS FROM HANDHOLE TO NEW UTILITY POLE.
o PROVIDE RISERS PER UTILITY SPECIFICATIONS ALL WORK TO BE DONE
2 / PER UTILITY SPECIFICA TIONS AND REQUIREMENTS
CONTRACTOR IS TO COORDINATE THE RELOCATION OF EXISTING
(E) OVERHEAD LINES �,., O OVERHEAD LINES FROM NEW POLE TO EXISTING POLE. ALL WORK TO BE
O .'/ DONE PER UTILITY SPECIFICATIONS AND REQUIREMENTS.
p TRENCHING IN THIS AREA IS TO BE COORDINA TED WI TH THE NEW
RETAINING WALL INS TALLA TION CONTRACTOR SHALL STA Y MIN. OF 5'
1` DO AWAY FROM WALL FOOTING. ALL WORK TO BE DONE PER UTILITY
SPECIFICA TIONS AND REQUIREMENTS
c/� • J / /
STA: 32+36 3 4
(E) POWE `
UTILITY POLE
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- - - - - CITY OF SAN JUAN CAPISTRANO
PUBLIC WORKS AND UTILITIES DEPARTMENT
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STREET LIGHTING PLAN
DEL OBISPO STREET
•� z ELECTRICAL SITE PLAN
zPLANS PREPARED Hr.
O 2121 ALTON PARKWAY, SUITE 200
U1 IRVINE, CA 92606
A PHONE (949) 863-0588
W E N G I N E E R I N G FAX (949) 863-0589
Consulting Civil Engineers Land Surveyors
275 W.Hospitality Lane,Suite 100ESS/ 36943
San Bernardino,CA 92408 ���� P F�
Phone:909.890.3700 Sean Nazarie, P.E. RCE# Date
C A ' Fax:909.890.3770 y
1-1
I
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PLAN 04
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P. 2
0 E3 coDESIGN WEST ENGINEERING OA
SCALE: 1 = 2O'-��� MECHANICAL•ELECTRICAL•ENERGY CONSULTANTS F �F � iELECTRICAL SITE PLAN 1 ENGINEER 34 5
15-413
❑ ENERAL NOTES
1. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD CONDITIONS
PRIOR TO INSTALLATION OF UTILITY SERVICES
2. COORDINATE TRENCH ROUTING AND EQUIPMENT LOCATIONS WITH
EXISTING CONDITIONS AND NEW WORK.
3. ALL UTILITY SERVICES SHALL BE INSTALLED PER THE UTILITY
COMPANY REQUIREMENTS VERIFY FINAL CONSTRUCTION
i
/ REQUIREMENTS WITH UTILITY COMPANY SERVICE PLANNERS
i
/ 4. UTILITY SERVICE INFORMATION SHOWN IS FOR BIDDING PURPOSES
ONLY. ACTUAL CONSTRUCTION DOCUMENTS SHALL BE OBTAINED
i
FROM THE APPROPRIA TE UTILITY COMPANY REPRESENTA TI VE.
5. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY
REPRESENTATIVE TO ESTABLISH PRE-CONSTRUCTION COORDINATION,
<�O OBTAIN ALL NECESSARY APPROVALS, AND SCHEDULE UTILITY WORK
TO COORDINATE WITH THE CONSTRUCTION SCHEDULE.
a
3;
0
CONSTR ❑ CTION NOTES
Oj EXISTING STREET LIGHT STANDARD TO BE PROTECTED IN PLACE.
® O PROVIDE. 2 (1)18G 2"C - STREET LIGHTS
' (E) 30 PULLBOX TO BE TYPE 3-1/2 OR EQUAL WITH CONCRETE BOL T DOWN
/ COVER MARKED 'STREET LIGHTS'
/ �Ok2 O4 PROVIDE NEW STREET LIGHTING STANDARD WHICH INCLUDES POLE, ARM,
LUMINAIRE, FOOTING AND ASSOCIATED COMPONENTS PER CITY
/ (E)
STANDARDS REFER. TO DETAILS.
�� 50 EXITING UTILITY POLE & CONDUITS WILL BE REMOVED BY SDG&E.
/ - CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION.
NEW UTILITY POLE AND ASSOCIATED CONDUITS WILL BE INSTALLED BY
SDG&E. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION.
` O7 EXISTING LOCATION OF UTILITY BOX HANDHOLE (H120188). CONTRACTOR
/ IS TO PROTECT IN PLACE. ALL WORK TO BE DONE PER UTILITY
7 SPECIFICA TIONS AND REQUIREMENTS
moi' i
i
80 PROVIDE (3)5" CONDUITS FROM HANDHOLE TO NEW UTILITY POLE.
PROVIDE RISERS PER UTILITY SPECIFICATIONS ALL WORK TO BE DONE
NEW R/W / i - - 0� -. - - PSP PER UTILITY SPECIFICATIONS AND REQUIREMENTS
Og CONTRACTOR IS TO COORDINATE THE RELOCATION OF EXISTING
8 10G P�\5— OVERHEAD LINES FROM NEW POLE TO EXISTING POLE. ALL WORK TO BE
DONE PER UTILITY SPECIFICATIONS AND REQUIREMENTS.
STA: 38+15
ooe ��j! - ' 3 4 10 TRENCHING IN THIS AREA IS TO BE COORDINA TED WI TH THE NEW
RETAINING WALL INS TALLA TION CONTRACTOR SHALL STA Y MIN. OF 5'
loe
AWAY FROM WALL FOOTING. ALL WORK TO BE DONE PER UTILITY
.�
i 00,
SPECIFICA TIONS AND REQUIREMENTS
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A CITY OF SAN JUAN CAPISTRANO
PUBLIC WORKS AND UTILITIES DEPARTMENT
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DEL OBISPO WIDENING
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DEL OBISPO STREET
c ZELECTRICAL SITE PLAN
PLANS PREPARED Hr.O
2121 ALTON PARKWAY, SUITE 200
`� U1 IRVINE, CA 92606
A PHONE (949) 863-0588
W E N G I N E E R I N G FAX (949) 863-0589
Consulting Civil Engineers Land Surveyors
j 275 W.Hospitality Lane,Suite#100 Q OFESS/ 36943
CD
San Bernardino,CA 92408 ���� P F�
Phone:909.890.3700 Sean Nazarie, P.E. RCE# Date
N A ' Fax:909.890.3770 y
1-1
U
I\v' Email:cadd@designwesteng.com ,
PLAN c�
P. 2 E 4 V-
a_ DESIGN WEST ENGINEERING �9TFOF A�F� \P SHM
ELECTRICALSITE PLAN SCALE: 1 = 20'-0" 1 MECHANICAL•ELECTRICAL•ENERGY CONSULTANTS 24 3 4 0—
x CITY ENGINEER15
15-413
FINISH
GRADE
z
F-- w
zM
4 PHOTOCELL 2 NOTES_ NOTES(CON'D) Q
ADAPTER 2. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO THE w
6--0-'SPAN 1. PARTS LIST MANUFACTURER OR PART NO. CURRENT STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNLk AND z
APPROVED EQUAL AS MOST RECENTLY REVISED,AND AS SHOWN HEREON. SEE ALSO STD.PLAN N0,615
FOR LOCATION IN S/W AND STD.PLAN NOSE FOR SPLICING DETIALS. z NONMETALLIC SCHEDULE 40
12-1/2"DIA BOLT CIRCLE a. MARBELITE POLE W/MAST PUMCO LA-7041B
(W/70 WATT)26':
� z SIZE AND
—
ARM,2" END KNOB NON-ARTERIALS QUANTITIES AS SHOWN ON
CONDUIT SHALL BE MINIMUM 2"PVC SCHEDULE 40 AT 30" BELOW FINISH GRADE. �
PLUM SIZER&ANCHOR LA-7041A(W/100 WATT)30':ARTERIALS INSTALL#8 THW COPPER WIRE. USE#6 THW COPPER WIRE IF THREE OR MORE POLES 00
PLANS PROVIDE MIN. OF I"
BOLTS. LA-7041A(W/200 WAIT)30':ALL ARE ON THE SAME LINE. `V CONDUIT FOR EXTERIOR
2.375"O.D. 8-7/8-SQ. CL BRACKET AND INTERSECTIONS ON ARTERIALS
GALV STEEL 12-1/2"SQ. HANDHOLE b. MISSION BELL LUMINAIRE GENERAL ELECTRIC CO. 70 WATT-HPSV W/90° CUT OFF SHATTER 4• FURNISH AND INSTALL A NO.3 1/2 CONCRETE PULL BOX AT EACH POLE. APPLICATIONS.
ARM ASSEMBLY I SIERRA LIGHTING CO. RESISTANT LENS AND 120 VOLT HIGH
POWER REACTOR BALLAST 5. ANCHOR BOLTS TO BE SUPPORTED IN PLACE DURING POURING AND SETTING OF
FOUNDATION. GENERAL NOTES'
1 100 WATT-HPSV W190°CUT OFF
RBELITE SHATTER RESISTANT LENS AND 120 6. CONTRACTOR TO PULL WIRE THROUGH CONDUIT AND LEAVE 3'+/-SLACK WIRE INSIDE
TING
MOUNSDG&E PULL BOX AND INSIDE CITY PULL BOX. 1. PLACE CONDUIT IN TRENCH, FILL, AND COMPACT TO 9OZ
HEIGHT POLE VOLTH POWER REACTOR REPAIR AREA TO MATCH SURROUNDING. BACK FILL IS TO BE
BALLAST
7. NO ALTERNATIVES MAY BE USED WITHOUT THE WRITTEN CONSENT OF THE CITY FREE OF LARGE ROCK, PA VING MA TERIALS, ETC., THA T MA Y
ENG - CAUSE PHYSICAL DAMAGE TO CONDUIT
FINISH GRADE 200 WATT-HPSV W/90° CUT OFF 8. CITY INSPECTOR TO BE NOTIFIED PRIOR TO BACKF[LLIyG,POURING FOUNDATION,AND 2. PROVIDE 24" MINIMUM COVER WHERE CONDUIT IS PLACED
00 7 I.D.TAG 2"ABOVE HANDHOLE ; SHATTERPROOF LENS AT ANY OTHER INSTANCE WHERE INSPECTION IS REQUIRED.
UNDER STREETS, HIGHWAYS, ROADS, ALLEYS, ORI VEWA YS, AND
HANDHOLE3 LL NO. - 112 CONCRETE c. CONCRETE PULLBOX BROOKS NO.3 1/2 9. MINIMUM RADIUS BEND LL FOR PVC CONDUIT SHABE 24". PARKING LOTS.
PULL BOX(TYP,ALL 1- 1/2" W/COVER LABELED"STREET QUICKSET
POLES)WITH COVER 110 3" LIGHTING" 10. CONCRETE FOUNDATION SHALL BE CLASS 560-C-3250,IN ACCORDANCE WITH THE
LABELED"STREET CURRENT EDITION OF THE STD.SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
LIGHTING"
1 r IN d. PHOTO ELECTRIC CONTROL AMERICAN ELECTRIC 8090 SEC.201-1.1.2.
Wri'WIST LOCK PLUG(105-285 FISHER-PIERCE 6690-B
2 '�I �! • 2'1-6" _ I ' GROUT VOLT) GENERAL ELECTRIC (402G300) 11. THE COMPONENTS SELECTED BY THE CITY FOR THE MISSION BELL LUMINAIRE SHALL
�.• ,. +, BE FABRICATED IN SUCH A MANNER THAT THE LOWER DOOR CONTAINS THE ENTIRE
3 5 -0' •" , . : - •� '. e. FUSE: BUSSMANN OPTICAL CONNEGTIOOPTICAL ASSERMLY,AND THE BALLAST PROVIDES PLUGS FOR BOTH POLE AND
S.D.G.&E. `�' ' :•. a
•�•�• �4•: PULL BOX • ':• "• ' ;I • -'•�.: 10 AMP(SINGLE LUMINAIRE) FNMIO CONDUIT BURIAL 1
20 AMP(DOUBLE LUMINAIRE) FNM20
' :. . • .r. POUR CONCRETE FOUNDATION .. .:
AGAINST COMPACTED SOIL OR
ROCK BASE-AS SPECIFIED BY EM^ -� I f. FUSE HOLDER BUSSMANN H -AA
THE CITY INSPECTOR 8-7/8'= (WATERPROOF) ESNA 64-B4A-A6
6"DIA.OR SQ. (4)1"DIA.x 36"x 4"GALV g. I.D.TAG(SEE CITY STEINY&CO.INC.
GENERAL NOTES
ANCHOR RODS WTTH(2) ENGINEER FOR#TO BE 714/441 -0255 IJ-112,1. PULLBOX TO BE MIN. AND SIZED PER NEC, U.O.N.
GALV HEX NUTS PER ROD STAMPED ON TAG) 7/8"
2 PROVIDE COVER LABELED WITH 'ELECTRICAL':
APPLY TAPE WITH"A PLUS
B FAST EPDXY PASTE"
Ql —NO.6 COPPER GROUND RESIN CHEMICALS GROUP
�-1/2"GROUND HUB WITH CLAMP CHATSWORTH, CA
3a—
5/8"x 8'COPPERWELD GROUND ROD &ww JiiON
O
1776 1776 1776
City of San Juan C apistrano City of San Juan Capistrano •��• City of San Juan Capistrano •�
PROVIDE BOLT DOWN COVER.
COVER TO BE HEAVY DUTY
REVISIONS STANDARD REVISIONS STANDARD REVISIONS S'T'ANDARD TRAFFIC RATED WHERE
STREET LIGHTING STANDARDS PLAN NO. STREET LIGHTING STANDARDS PLAN NO. STREET LIGHTING STANDARDS PLAN NO.
INSTALLED IN MEDIAN NOSES
ONL Y.
610 610 610
//-/o, 7/20/95 Fortes 4 ,4" 7/20/95 PROVIDE 3/4" CRUSHED ROCK
�� I r-f�Fa�s�t� 7/20/95 � ,
APPROVED BY CITY ENGINEER,WILLIAM M.HUGER RC1.31785 DATE SHT 1 OF 3 APPROVED BY CITY ENGINEER,WILLIAM M.HUBER R.C.E.31785 DATE SHT 2 OF 3 APPROVED BY CITY ENGINEER,WILLIAM M.HUBER R.C.E.31785 DATE SHT 3 01 3 6" OUT FROM ALL SIDES OF
PULLBOX AND 12" DEEP.
CITY STREET LIGHTING DETAILS 3 PULLBOX INSTALLATION 12
D
CITY OF SAN JUAN CAPISTRANO
U) D61 PUBLIC WORKS AND UTILITIES DEPARTMENT
.o
DEL OBISPO WIDENING
D
STREET LIGHTING PLAN
GENERAL NOTES:
1. CONTRACTOR IS TO COORDINATE
DEL OBISPO STREET
REMOVAL OF EXISTING UTILITY POLE. U1
THIS INLCUDES ARMS, RISERS, xo zELECTRICAL DETAILS
OVERHEAD LINES, ETC. •
0 2121 ALTON PARKWAY, SUITE 200
61 2. CONTRACTOR IS TO DIRT FILL EXISTING a� Y) IRVINE, CA 92606
a HOLE LEFT BY REMOVED POLE.
I� NC
PHONE 949 863-0588
J. ALL WORK TO BE DONE IN r
ACCORDANCE TO UTILITY W E N G I N E E R I N G FAX (949) 863-0589
0 SPECIFICATIONS AND REQUIREMENTS
I
Consulting Civil Engineers Land Surveyors
j 275 W.Hospitality Lane,Suite#100 Q�pFLSS/
San Bernardino,CA 92408 �Q P 0 36943
CD Fax 909 890.30.0700 �� Fy
,2 q� , Sean Nazarie, P.E. RCE# Date
Email:cadd@designwesteng.com , APPROVED BY:
PLAN CD
CD
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DESIGN WEST ENGINEERING T9TFOF ALF���\P S1= o-
6 - 5 DEMO POLE DETAIL 4 MECHANICAL•ELECTRICAL•ENERGY CONSULTANTS x NAMCrff ENGINEER 25 34 U
15-413
A5- 1001: WATER 5UDGE T FORMULA 8 R5 R4 5 R3 8 /R2 4 R1\
MAXIMUM APPLIED WATERALLOWANCE
08 08 „ 08 08 „ 08
MAWA = (EToX0.55XLAX0.62) (MAWA)
(433X0.55X1,151X0.ro2) = 105,6 5 (GAL/YR
APN 673-111 -28
ESTIMATED TOTAL WATER USAGE APN 673-111 -17
3 6A 3 5A APN 673-111 -16
ETWU = (EToX0.62)C PF X HA 1 �� ��
IE / 780 1 1 1 10 1 r4 -� - �
0.4 x ,,15, _ (ETWu) 8 8A 3 7A � 3r4' _ _-I a
(433X0.62) - 85,394 (GAL/YR
0.90 124 1 594 1 3r4. 3 - 2 2 3r4�.
10A 9 9A 3 2 4 3
AREA SERVED: , „ s -O
TOTAL 1,15-1 60. FT. / 43560 ACRE SQ. FT. = 0164 Acis IRRIGATED 1 14 4 1 1924 R/UJ O�4'- - -�r 2 2 2 3r¢ I
- R/W 2 sr41
ANNUAL WATER USE: /I
TOTAL ETWU 85,394 = 0.26 ACRE FT. / YEARsr . 2 /4_ 2 2
APN 673-M -21 R/U1 ,41'L IGHT LINE - - � -� - - - - -'°- - - - L1j Lw #1 - - -
,45-1881: WATER 5UDGET FORMULA _
--F ----P ���F F _� - - - s 10 1l 1 ,
MAXIMUM APPLIED WATER ALLOWANCE �F ' -F ---- --------------
-- gs " 'MAWA = (EToX0.55XLAX062) (MAWA) D,41'LIC�-IT LiN �� `�F -0 -� -
(433X0.55X190X0.62) = 2,805 CCxAL/YR
-- -� . LV,
3700 NEW III
IRRIGATION
NEW SOLARJ
ESTIMATED TOTAL WATER USAGE % 3 .r y vs yK v --- 3s oo WATER METER 4
/ --•- -. I
i _�
PF X HA ----C ----C -- - T _
. . . r. . : . . ER S
_ � �4PPURTEN,4NCE
ETWU = (EToX062) 3510
=�
0.4 x 190 = (2 SLV. y�00
(433x0.62) ( > = 2,261 (GAL/YR - u IMPORTANT IRRiGATION MAINLiNE NOTE:
0.90 ---------
3 IRRIGATION MAINLINE SHOWN IS DIAGRAMMATIC.
AREA SERVED: ° �`' CONTRACTOR TO INSTALL IRRIGATION MAINLINE
TOTAL 190 SQ. FT. / 43560 ACRE SQ. FT. = .004 ACRES IRRIGATED � � � 32 00 JL 12 INCHES BACK OF SIDEWALK, 3 4A 5 3A 5 2A 2 1A
STRE
�
ANNUAL WATER USE: 31 � _ DEL OBISPO 960 1 48 1 1300 1 173 1
TOTAL ETWU 13,840 = 0.006 ACRE Ft. / YEAR A
iRRIGATiON LEGEND NORTH
WATER PRESSURE C,4LC5 sca le: 1' = 30'
VALVE 3A: woretConditfon SYMBOL �.► IRRIGATION POC
UJater Meter Number t Size 1' QTR HALF FULL MANUFACTURER DESCRIPTION t MODEL NUMBER PSI RAD. QTR HALF FULL
H draulic Gradient Line 650 1-20-121 BUILT-IN CHECK VALVE1 033 0.49 0.49 0b3 121 ° Meter Size
1 v \
UJater Meter Elevation 442 J) C2) HUNTER NOZZLES MPR 25 t MPR 30 30 18 045 a
Elevation Difference ems ° Elevation 116.0
RZWS-50-CV SERIES TREE DEEP ROOT 050 6 5.0
Static Pressure 65.0 � RAMBIRD 30 3' ° POC Static Pressure psi 4 •9 NEW SOLAR
WATERING SYSTEM (2 BUBBLERS PER TREE) 0b9
Remote Control valve CR.C.v.J�' 3A 43.6
RC.V. Size 1' NETAFIM TL050MFV-1 AUTOMATIC FLUSH VALVE W/VB-1R 0T T ROUND BOX ° Required Dynamic Pressure psi Q a CONTROLLER
RAP ZONBIRDE
0.16 acres (irrigated)
R.c.v. Elevation 442 DRIP ZONE LOCATE TWO FLUSH VALVE AT EACH END OF DRIP SYSTEM LOOP ° Area Served (� g ) Q \
RC.V. Demand (G.P.M.)/Desi n Pressure 6 GPM / 30 NO. XFCV-06-18-500 WITH EASY FIT CAMPRESSION FITTING SYSTEMS ° Annual Water Use 0.26 acre ft/yr
Static Pressure ® R.C.v. (Required) 85 SPACE DRIPLINE 18 INCHES APART(PARALELL) M v Q
Appurtenance/Pips PSI LOSS /GAINAPPROVED NEW 1' IRRIGATION WATER METER
1-1/2' WATER METER -2.0 REFER TO CIVIL ENGINEER'S PLAN
BALL VALVE -15 FEBCO 1-1/2'825YA REDUCE PRESSURE BACKFLOW FREVENTER WITHIN i RR IG /�4T i ON POC
PRESSURE REGULATOR -2.0 GUARD SHACK VANDAL PROOF GUARD SHACK ENCLOSURE GS-2
BASKET STRAINER -13
MASTER VALVE -13 � WILKMS 510 SERIES ° Meter Size 1 �
PRESSURE REGULATOR(LINE SIZE FROM WATER METES
FLOUJ SENSOR -13 °
1 GATE VALVE(S) -1.0 2230 SERIES Elevation 110.0
❑® GRISWOLD MAS v ( SI WA POC Static Pressure psi \
1 REMOTE CONTROL VALVE -2.9 TER VALVE LME SIZE WATER 65.0 1T� a
MAINLINE HEAD GAIN/LOSS 0.0 IR-220-P SERIES ° Required Dynamic Pressure 41.5 psi 1111-1�1
LATERAL LINE HEAD GAIN/LOSS 0.0 Fill DATA IND. FLOW SENSOR(SIZE I-I/2')MOUNTED IN SCH 80 PVC TEE W/SOCKET ENDS ° Area Served 0.004 acres (irrigated) NEW 11, iRRiGA
GLS 315 MAINLINE FRICTION LOSS -08 WATER METER �
XRC24 CONTROLLER ° Annual Water Use 0.006 acre ft r
SCH 40 LATERAL LINE FRICTION LOSS -15 ENCLX STAINLESS STEEL LOCKING ENCLOSURE /y �4PPURTENr4NCES
4
TOTAL PSI GAIN /LOSS -13.6 DIGCORF, LEMA 1600 NE SOLENIODS REMR TO IRRIGATION PLAN RCV CALL-OUTS FOR RCV SIZE
DESICx 4 PRESSURE 30.0 C LEIT SKIT 8821-4 RAIN SENSOR KIT V.I.T.WsVRSS POLE MOUNT RAIN SWITCH ENCLOSURE /
PSI REQUIRED 43.6 MCOLXL 51 INCH MOUNTING COLUMN
STATIC PRESSURE 650 RAINBIRD 1'RCV ADAPTERS = PART NO.30-921
RAINBIRD 15'RCV ADAPTERS = PART NO.30-526
® RAINBIRD FEB SERIES WITH VEII JUMBO RECTANGULAR RCV BOX
REMOTE CONTROL VALVE(SIZE AS INDICATED)
RA�IRDXCZ-100-B-COM-PEB SERIES WIN VB-JMBP JUMBO RECTANGULAR RCV BOX
IMPORTAVt NOTE
®
DRIP REMOTE CONTROL VALVE(SIZE AS INDICATED)
CONTRACTOR TO REPLACE AND REPAIR TO ITS ORIGINAL CONDITION, ANY ® RAINBIRD 33 DLRC
EXISTING LANDSCAPE, IRRIGATION SYSTEM, UTILITIES, AND STRUCTURES QUICCCOUKER �®
WHICH HAVE BEEN DAMAGED BY CONTRACTOR'S WORK. CONTRACTOR SHALL MBCA 7-113
.��
ASSUME FULL RESPONSIBILITY FOR THE COST TO REPAIR OR REPLACE SAID H GATE VALVE(LINE SIZE)DAMAGED
PROVIDED ITEMS.
BY HE COONTICATIONS AS DIRECTED 5Y THE CITY RACTOR AT NO ADDITIONAL COST TOT THEL 5E CITY. APPROVED 1-1/2'AND
LAIR TO BE LER TO CL 35 PVC PIPE 40 PVC IPE 00 S a lOfRTH
1'
SCH 40 PVC(NON-PRESSURIZED)LATERAL LINE,BURIED
CONTRACTOR SHALL GUARANTEE THE SURVIVAL OF ALL LANDSCAPE PLANT APPROVED SIZE AS NOTED ON PLAN \
MATERIAL, THIS INCLUDES ALL AREAS WHERE DAMAGE HAS OCCURRED DUE
TO CONSTRUCTION OF NEW IRRIGATION SYSTEM AND ITS SURROUNDING AREAS. _ - - - - _ APPROVED UVR SCH 40 PVC(NON-PRESSURIZED)LATERAL LINE,ON-GRADE
MODIFICATIONS AS DIRECTED BY THE CITY TO REPLACE DAMAGED SIZE AS NOTED ON PLAN
PLANT MATERIAL SHALL BE RPOVIDED BY THE CONTRACTOR AT NO CITY SCH 40 PVC(NON-PRESSURIZED)TREE LATERAL LINE,
ADDITIONAL COST TO CITY. CONTRACTOR SHALL ASSUME FULL RIGHT-OF-WAY INSTALL 12'DEEP MINIMUM
RESPONSIBILITY FOR THE COST TO REPLACE DAMAGED PLANT MATERIAL. PRIVATE UVR SCH 40 PVC(NON-PRESWRIZED)TREE LATERAL LINE,
CONTRACTOR SHALL TURN OVER THE FOLLOWING ITEMS BEFORE THE END OF RESIDENCE INSTALL ON-GRADE
THE MAINTENANCE PERIODS: - - - - - - APPROVED SCH 40 PVC SLEEVES(MAINLINE,LATERAL,WIRE)3'DIA.MINIMUM,INSTALL 36'DEEP PRIOR A
a. COPIES OF ALL INSTALLED IRRIGATION COMPONENT SPECIFICATIONS OR - - - - - - To PAVING AND EXTEND II PAST EDGE OF PAVMG(SIZE AS INDICATED) � CITY 0 F SAN JUAN C A P T S T R N 0
TECHNICAL SHEETS. PUBLIC WORKS AND UTILITIES DEPARTMENT 1
b. COPIES OF ALL IRRIGATION INVOICES (PRICING TO BE REDACTED).
c. CONFIRMATION LETTER STATING THE TERMS AND CONDITIONS OF WARRANTIES
3 AND PERIODS THAT WARRANTIES WILL BE IN EFFECT FOR ALL IRRIGATION coNTRaLERNUMBER GR1 DEL OBfSPO TREE WELL
COMPONENTS AND PLANTING MATERIALS INSTALLED AS PART OF THE PROJECT. VALVE SIZE saFT. RCV C4LLOUT PASEO DE LA PAZ-1 CALLE ASPER DEL 05 � 5f=C UJIDENING
r d. TWO SETS OF ALMINATED IRRIGATION CONTROLLER CHARTS (11 X 11 ) FOR
EACH IRRIGATION CONTROLLER, SHOWING THE ZONE COVERAGE FOR EACH I IRRIGATION N
N REMOTE CONTROL VALVE. --- , OLIVA r
� e NOPY NE E FINAL 'AS-5UILT' PLANS LD DURING THE PROJECTNAAS BUILT' PLANS�SHALL NOTEcES 7HE MA E coN.rROLLERNIr1BER GPM PRiV,4TE RESIDENCE ��'� �� � HOMES � � V) �
ALL DEEL 05151=0 5TF�EET
LOCATION OF IRRIGATION EQUIPMENT I.E. REMOTE CONTROL VALVES, GATE/ VALVE SIZE APN LAST RCV C:ALLOUT I
T BALL VALVES, IN-LINE FLUSH VALVES, MASTER VALVES, MAIN LINE, ETC, TWO DIGITS 0 ^ PLANS PREPARED BY:
OWITH DIMENSIONS FROM TWO FIXED POINTS. �.� _ _- e 0 2121 ALTON PARKWAY, SUITE 200
Q_ IRRIGATION 'AS-BUILT' DRAWINGS ARE REQUIRED PRIOR TO FINAL �/ `��� a HCC IRVINE, CA 92606 U
FM_ ACCEPTANCE. THE LANDSCAPE CONTRACTOR SHALL PROVIDE ACCURATE KEY MAP / -
0 AND LEGIBLE DIMENSIONS FROM HARD REFERENCE POINTS, I.E. BUILDING
I � PHONE (949) 863 0588
w EDGES, FACE OF CURB, AND EDGE OF PAVING. FINAL 'AS-BUILT' DRAWINGS W E N G I N E E R I N G FAX (949) 863-0589
?I-
SHALL BE DRAFTED AND SUBMITTED FOR REVIEW, APPROVAL, AND
SIGNATURE BY THE CITY OF SAN JUAN CAPISTRANO Consulting Civil Engineers Land Surveyors
z SECURITIES. C"bokw•You C Q b NDSCgp
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OBAI, No. 9��Y
Mlo� U o� fm Shahab Nazarie, P.E. RCE# 36943 Date C
Z 0 LANDSCAPE AR�TBCn= J SIGNATURE
DRAWN BY: DESIGNED BY: APPROVED BY: SHEET
O a 11688 E. South Street, Suite 201 J 12.31-n Q T ° 0
I= Artesia, California,90701 -E.-AITL L
ti H �
U cA.L1c.rro. 1219 9� DATE CHECKED BY: CHECKED BY: OF
PHONE: (562) 860-1021 Az.L1c.rro.as92 F p�
SEE 5HE E T L3.0 4 3.1 FOR IRRIGATION D E T,4 i L S ,AND NOTE S. 1-s00-227 2800 Email: kobataas6soc@erizon.ne0-1091 t LIC.No.�8 o F A`IF z CI�ENGINEER 26 34 U
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6/28/2017 11:22 AM
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PLANTING NOTES:
JD1
UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS SHOWN WHEN It IS OBVIOUS
THAT UNKNOWN CONDITIONS AND/OR OBJECTS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE
PREPARATION OF THIS PLAN. SUCH CONDITIONS OR OBJECTS SHALL BE IMMEDIATELY BROUGHT C
TO THE ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL 2 24
NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.
3. ALL EXISTING IMPROVEMENTS, MATERIALS, AND PLANT MATERIAL IS TO REMAIN IN THE °
CONSTRUCTION AREA, AND SHALL BE PROPERLY AND ADEQUATELY PROTECTED FROM DAMAGE
DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING ITEMS
DAMAGED OR DISTURBED AS APPROVED BY THE CITY AT NO ADDITIONAL COST TO THE CITY.
•
•
4. CONTRACTOR SHALL VISIT SITE PRIOR TO BID. NO CHANGE IN CONTRACT PRICE WILL BE ° o •
ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCIES BETWEEN EXISTING SITE CONDITIONS, AND KEY MAP
THOSE SHOWN ON PLANS.
5. PLANT QUANTITIES INDICATED IN PLANT LIST SHALL BE VERIFIED BY CONTRACTOR FROM PLAN PASEO DE LA PA2�
PRIOR TO BID. CONTRACTOR t0 PROVIDE AND INSTALL ALL PLANTS AS INDICATED ON PLAN. - =— / OLIVA ® GALLE ASPERO 4
ro. ALL SOIL PREPARATION MATERIALS ARE TO BE STOCKPILED ON SITE AND APPROVED BY CITY __.._- -- == - HOMES I 10 1
FOR QUANTITY AND MATERIALS PRIOR TO INSTALLATION. SEE SPECIFICATIONS FOR REQUIRED j
SUBMITTAL OF INVOICES AND DELIVERY SLIPS.
O r
1. ALL TREES TO BE INSTALLED WITH APPROVED DEEP ROOT BARRIER. \;--
I
8. FINISH GRADE TO BE 2' BELOW ALL WALKS, CURBS AND PAVING.
13. CONTRACTOR TO GUARANTEE ALL SHRUBS FOR SO DAYS FROM DATE OF ACCEPTANCE BY THE
CITY AND ALL PALMS AND TREES, FOR ONE YEAR FROM DATE OF ACCEPTANCE BY THE CITY. PLANT LI-ST
10. BACKFILL MIX, ALL TREES AND SHRUB PITS TO BE BACKFILLED WITH FOLLOWING BACKFILL MIX. 6 SNORTH
ca le: 1 10
PARTS ROCK FREE ON SITE SOIL. 4 PARTS NITROLIZED WOOD SHAVINGS. 15 LBS. GRO POWER SYM aTY SIZE BOTANICAL NAME COMMON NAME Ko
(5-3-1) COMMERCIAL FERTILIZER PER CUBIC YARD OF MIX FOR BID PURPOSE ONLY. SEE SOIL
REPORT FOR EXISTING SLOPE LANDSCAPE PLANS (PROVIDED BY THE CITY OR DEVELOPER OF A 4 2.4115 OLEA 'FRUITLESS' FRUITLESS OLIVE L
PROPERTY FOR BACKFILL MIX). B 1(o 2411
5
SCHINUS MOLLS CALIFORNIA PEPPER TREE VL
11. PLANT PITS TO BE PER PLANTING DETAIL ON PLANS. BACKFILL WITH BACKFILL MIX PER SOILC 5 24"B LAGERSTROEMIA INDICA X FAURIEI 'NATCI-IEZ' NATCHEZ CRAPE MYRTLE L �
CITY OWN SAN JUAN CAPISTRANO
REPORT AND COMPACT TO 60% UNLESS OTHERWISE NOTED. PUBLIC WORKS AND UTILITIES DEPARTMENT
12. ALL PROPOSED SHRUB AREAS t0 BE TREATED WITH APRE-EMERGENT HERBICIDE 1 33 SEAL BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA 'LA JOLLA' L
(EPTAM/RONSTAR). APPLY PER MANUFACTURERS RECOMMENDATION, IMMEDIATELY AFTER 2 11 5GAL CISTUS X 'SUNSET' MAGENTA ROCK ROSE L DEL 05f5f=C U
NG
PLANTING. A SECOND APPLICATION MAY BE APPLIED IF RECOMMENDED BY THE MANUFACTURERS
o3 AND AGAIN AT THE END OF 90 DAY MAINTENANCE PROGRAM. 3 93 SGAL LANTANA CAMARA 'AMERICAN RED' AMERICAN RED BUST-I LANTANA LFLANTING FLAN
13. ALL PLANTING AREAS TO RECEIVE A 3' LAYER OF MULCH. 4 10 1GAL SENECIO SERPENS BLUE CHALKSTICKS L0515f=0 STREET
a z
1 0PLANS PREPARED BY:
Cq 14, REFER TO 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION', LATEST EDITION H O 2121 ALTON PARKWAY, SUITE 200
a EXCEPT AS SPECIFICALLY NOTED OTHERWISE BY THESE PLANS AND SPECIFICATIONS. �EGEND IRVINE, CA 92606
w
0 15. CONTRACTOR SHALL TURN OVER THE FOLLOWING ITEMS BEFORE THE END OF THE MAINTENANCE MYOPORUM PARVIFOLIUM / Australian Racer Gym A PHONE (949) 863-0588 C
PERIOD: GOUND COVER - FLATS 6 18' 0.C. w E N G I N E E R I N G FAX (949) 863-0589
o a. COPIES OF ALL PLANT INVOICES (PRICING TO BE REDACTED) SIZE Qi
Z b. CONFIRMATION LETTER STATING THE TERMS AND CONDITIONS OF WARRANTIES AND PERIODS - FICUS PUMILA / Creeping Fig - 1GAL Q��, Consulting Civil Engineers • Land Surveyors
THAT WARRANTIES WILL BE IN EFFECT FOR ALL TREES, SHRUBS, AND GROUND COVER INSTALLED ON WALL FACE 3 O.C. •you as \,PNDSCApF
(n AS PART OF THE PROJECT (IF APPLICABLE). ►'°° r`° � KOBAI, No 9�ti
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Mlo� U o fm Shahab Nazarie, P.E. RCE# 36943 Date C4
�xcEnT�ctv1�B J SHEET
51� ae ' DRAWN BY: DESIGNED BY: APPROVED BY:
Z 0 LANDSCAPE
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- 11688 E. South Si Suite 201 J 12.31-17 Q
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®� Artesia, California,90701 CA.LIC.No. 1219 9
PHONE: (562) 860-1021 Az.LIC.No.8892 F -TEo CHECKED BY: CHECKED BY: OF IL
OR FAX: (562) 860-1091 NV.LIC.No.78 OF A�z� o NAME
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1-800-227-2800 Email: kobataassoc@verizon.net z
CITY ENGINEER 27 34 v
6/28/2017 10:24 AM
APPROVED BACKFILL
FINISH GRADE
MPR PLUS NOZZLE � d �
NARDSCAPE CURB, WALK, OR �
FOUNDATION
MIN. d
d
=111 1=111=111= 1=111=111=111=11 RUBBER CINCH TIES oR
1 ( 1EE1 1— ° °a APPROVED EQUAL.
=111-1 -111-111-11 III-111-111-1 -1 l ATTACH CINCH TIES t0 LODGE POLE
a WITH GALVANZIED SCREWS
2-2' DIA, LODGE POLE STAKE ° n3
HUNTER PRO-SERIES L
N. a' 10' LONG.
SPRAY BODY 0I MAX MAX ROOTBALL �' � °
- z
00 WATER BASIN. REMOVE ONCE
PLANT IS ESTABLISHED.
BACKFILL PER GENERAL ° o WATER BASIN
PVC SCH. 80 RISER NOTES o
FINISH GRADE c 00 FINISH GRADE
2 PVC SCH 40 ELLS. _ NATIVE SOIL v
( T 4 T) AND PVC SCH. SO z III a 3/4' GRAVEL
THREADED NIPPLE ROOTBALL
° ' " FERTILIZER TABLETS AS
- REQUIRED. SEE PLANTING a FERTILIZER TABLETS
PVC SCH. 80 NIPPLE NOTES
CIA ;2
f - ROOT BARRIER, SEE DETAIL " THIS SHEET o (PER PLANTING NOTES)
'1
LATERAL TEE = I 7 BACKFILL PER NOTES
PVC SCH. 40 STREET ELL.
2x ROOTBALL
DIAMETER 2x ROOTBALL
PVC SCH. 40 LATERAL
X SHRUB SPRAY ( POP - UP ) 3 TREE PLANTING / STAKING SHRUB PLANTING
1 2 3 4 Q 4-INCH LOCKING GRATE (INCLUDED) GALVANIZED
Q2 BUj3NCER:LUIRAIN BIRD 1402 0.50 GPM ROOFING NAIL
Q
ROOT WATERING SYSTEM: RAIN BIRD RWS-M-B-C-1402
(INCLUDES 1402 0.50 GPM"BUBBLER ,WITH RISER, LODGE POLE n,
CHECK VALVE, GRATE, 1 2 ELL, 1/2 FEMALE SPIRAL =1 5
BARB, AND BASKET CANISTER) PINE STAKE 1i II r% CO
Q FINISH GRADE/TOP OF MULCH
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IIIIIIIIII S °
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5 �s 1/2-INCH POLY SWING PIPE (INCLUDED) z =111111 1 — ` C
6 O 1/2-INCH SPIRAL BARB ELBOW (INCLUDED) E-Z BAND TREE TIES E-Z BAND p U 0 WATER BASIN
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7 1/2-INCH SPIRAL BARB FITTING (INCLUDED) fO p
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FINISH GRADE
8 1/2-INCH SWING ASSEMBLY: RB SA-125050
2-2" DIA. LODGE POLE PINE STAKES
9 OR 8' LONG WITH GREEN PRESERVATIVE STAIN. iIIIIII
1/2-INCH SWING PIPE: RAIN BIRD SP SERIES WITH —1 '' -
1/2-INCH MALE NPT x .490-INCH BARB ELBOW: III— ROOTBALL ROOTBALL
RAIN BIRD SBE-050 -III III II IIIIIIIIIII IIIIIIII
—II 6" WATER BASIN. REMOVE ONCE
PVC SCH 40 TEE OR EL II PLANT IS ESTABLISHED. o II1=
PVC OR POLYETHYLENE LATERAL PIPE �IIIIII— BACKFILL PER GENERAL a III=
FERTILIZER TABLETS
II III- =111= II1=111= (PER PLANTING NOTES)
4" WIDE X 18" LONG RIGID BASKET WEAVE CANISTER (INCLUDED) - - NOTES o —III
o II =
1 1 1 1/2-INCH STRAIGHT SPIRAL BARB FITTING (1 OF 2 INCLUDED FINISH GRADE BACKFILL PER NOTES
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III III-
OPTIONAL RWS SAND SOCKRWS-SOCK ° .a a 11 111=� PREVAILING
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z a•�• - x ROOTBALL -'
11 '_ FERTILIZER TABLETS AS REQUIRED
NOTES:4'GRATE IS ALSO AVAILABLE IN PURPLE (FUS-GRATE-P). 0 °•_°ti • •
o =III - SEE PLANTING NOTES
2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH. I —'
3.SAND SOCK(RM-SOCK) IS 34' IN LENCxTH.CUT TO LENT NEEDED TO COVER MESH BASKET AREA. N
4.WHEN INSTALLING IN EXTIZMELY HARD OR CLAY SOILS,ADD al's'GRAVEL UNDER AND AROUND THE UNIT 2III PLANTING HOLE SHALL BE EXCAVATED
TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION a =1 11 III SQUARE AND ALL SIDES LEFT ROUGH
5.ONCE RWS-M HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. —= TO PERMIT ROOT PENETRATION
2x ROOTBALL
DIAMETER
ROOT WATERING SYSTEM 6 TREE PLANTING/STAKING @ SLOPE SHRUB PLANTING @ SLOPE
R/V V 24' COILED LOOPD EDGE OF
1/2 X O.G. SPACING
WATER PROOF CONNECTION NARDSCAPE SEE PLANT LEGEND FOR O.G. SPACING
(1 OF 2) OR TUW ESTABLISH FINISH GRADE 2' BELOW
ID TAG FINISH SURFACE OF HARDSCAPE/CURB
1/2' DEEP LAYER OF NITROLIZED
VALVE BOX WITH COVER: BARK MULCH
12-INCH SIZE
FINISH GRADE/TOP OF MULCH II TILLED AND AMENDED PLANTING BED
PER PLANTING NOTES.
L V — — I—III—III—III—III—III—III—III—III—II
REMOTE CONTROL VALVE: 1=1 1=1 1=1 1=1 —I UNDISTURBED NATIVE SOIL SUBGRADE
3" MIN. SUPERIOR 950 W/ LEMA 1525 ACTUATOR - III III i i 1
PVC SCH 80 NIPPLE (CLOSE) SECTION NOTES: ROTOTILL AREAS BEING AMENDED a CITY 0 F-I SAN JUAN C A P T S T R A N O
Tree TO A DEPTH OF 6'. BLEND AMEND-
PVC SCH 40 ELL MTS INTO NATIVE SOIL TO AVOID PUBLIC WORKS AND UTILITIES DEPARTMENT
Root Barrier 111w PLANT LOCATIO ANY DISTINCT SOIL HIZON.
(TYP. SYMBOL) ORSEE PLANTING LEGEND
I I I PVC SCH 80 NIPPLE FOR SPACING DIMENSIONS 05I5f=C
Nrn O (LENGTH AS REQUIRED)
� WIDENING
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LANID5GAFE AND IRRIGATION IDTAf 5
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SCH 80 NIPPLE C2-INCH LENGTH, In [DEL 05151=0 S
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Z PLANS PREPARED BY:
J Ea EDGE OF PLANTING H O 2121 ALTON PARKWAY, SUITE 200
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Curb/Gutter I PVC MAINLINE PIPE 5EACINC' A H IRVINE, CA 92606
FM_ PHONE (949) 863-0588
w PVC SCH 40 TEE OR ELL W E N G I N E E R I N G FAX (949) 863-0589
GROUND COVER SPACING 7 W
v PVC SCH 40 MALE ADAPTER Consulting Civil Engineers Land Surveyors
AmbI k. P�AD
PVC LATERAL PIPE �o � BCAP� �� 36943 03/16/2017
Street Varie Private PropertyM1� �? �K q " ���'A Shahab Nazarie, P.E. RCE# Date C4
3.0-INCH MINIMUM DEPTH OF �iR u °
3/4-INCH WASHED GRAVEL LANDSCAPE m r
DRAWN BY: DESIGNED BY: APPROVED BY: PLAN
E. South Street, Suite 201 J SIGMA URE
F CA.LIC.NO. N L3 . 0
Artesia, California,90701 RENEWAL 1a E E�J-i'
O PHONE: (562) 860-1021 AZ.LIC.NO.8892 9� DATE y
Q FAX: (562) 860-1091 NV.LIC.NO.78 F o CHECKED BY: CHECKED BY: SHEET IL
ROOT BARRIER REMOTE CONTROL VALVE Email: kobataassoverizon.net F ZF o GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE 2 OF 3 4 v
Y
z CITY ENGINEER
6/8/2017 2:42 PM
Two (2) conductor, sheilded cable LEIT CONTROLLER MODEL LEIT XRC
(AEF 9516-2SP) 13 1 Size or direction change at HIGH SECURITY STAINLESS STEEL DISC-LOCK
connection to transmitter 7 distance equal to 1OX pipe ODEL 30-045
JUMBO PLASTIC VALVE BOX � 1 2 diameter From flow sensor HIM= I
v.l.t. POLE MOUNT RAIN SWITCH ENCLOSURE
WITH LOCKING COVE STAINLESS STEEL BACKFLOW PREVENTER ® MOUNT IN FRONT of ENCLOSURE OPENING
WATERPROOF 2 SECURITY ENCLOSURE CO MODEL NO. RGVRSS POLE
LOCKABLE VANDAL PROOF BRASS RISER, DRILL TWO 3/16 HOLES IN PIPE
CONNECTION FINISH GRADE >< 3 SIRE PER MAINLINE FOR SENSOR BRACKET.
BLACK ;- -RED � (2) 08-32 MACHINE SCREWS
TT
A
10 5 4 BRASS UNIONS, EACH SIDE WITH WASHER, LOCK WASHER
(V 12" Min D
��A��A X (Refer to Local Codp- STAINLESS STEEL BOLTS
Q HEAVY-DUTY STAINLESS STEEL ENCLOSURE
��\ �\ W THICK CONCRETE PAD
Q , WITH LIGHT ACCESS THROUGH GRID ON TOP
RED BLACK X Wit- 9 SLOPE I q FINISH
DRAIN
NADE 4 AND INTERNAL CLAMP TO SECURE COLUMN
Q N MOUNTING MODEL ENCLX
CAL SENS 15 BRASS RISER, SIZE PER FINISH GRADE
Main lin FLOW SE I I °°° °°°° 14 16 17 SUPPLY LINE FROM METER
°° °°°°°°° ° ° ° ° ° °°°°° °° ° o°°°°°°°
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14" Min \// \
°°° °°° ° °°°°°° °°°°°°°°°°°°°°°°°°
°°°°°° _ = L GALVANIZED STEEL MOUNTING COLUMN
°°°°° ��
° ° FORLEITXRC
° ° ° PVC MAIN LINE a. MODEL MCOL4000L51 LONG
° ° ° ° ° ° ° ° ° ° °
o ° 000 ° ° 000 ° o ° ° oo ° moo ° ° o ° ° ° o <
1. Approved jumbo rectangular plastic valve box lo. PVC 45 elbow. 1 CU.FT.
10X PIPE DIA. 7r ol 5X PIPE DIA. with locking cover. 11. Brass union - male adapter. NOTES: CONCRETE
A A2. Finish grade 12. 1*14 OF control wires I. ALL FITTINGS, UNIONS AND RISERS TO BE RED BRASS.
Size or direction change at Size or direction change at 3, 24' extension coils 13. Pentite Epoxy wire connectors 2. P.G.G. PAD SIZE SHALL BE SUFFICIENT TO ACCOMMODATE BACKFLOW PREVENTER ENCLOSURE. FINISH GRADE
distance equal to IOX pipe distance equal to 5X pipe 4. Master remote control valve 14. Common brick- 4 required. 3. CONCRETE SHALL BE 310-C-11 (520-C-2500)
diameter from flow sensor 6' deep 3/4' diameter from flow sensor 5. PVC SCH 80 female adapter, two required. 15. 1/4' X 1/4' wire mesh. 4. THE BACKFLOW PREVENTER DEVICES AND INSTALLATIONS SHALL BE APPROVED BY THE
sensor upstream. pea gravel sump downstream (if required) 6. Gravel, 12' deep 16. PVC mainline to flow sensor LOCAL DEPARTMENT OF HEALTH SERVICES 4 WATER AGENCY.
1. Vinyl I.D. tag with controller letter pipe per spec. 5. VALVE ASSEMBLIES MAY HAVE SCREWED FITTINGS OR FLANGED FITTINGS. 2' - BASS' (30ING 9m Lb) CONCRETE
ETEBAG Or-
6.
Brass nipples (typ.) 11. Flow sensor 6. APPROVED TEFLON TAPE, 12mm (1/2') WIDE, SHALL BE USED ON ALL THREADED CONNECTIONS. CONCRETE
9. PVC mainline pipe from backflow per specs. I. DISSIMILAR METALS SHALL BE SEPARATED BY AN APPROVED DIELECTIC COUPLING.
FLOW
LO �y SEN p�®R 8. PLASTIC PIPE SHALL NOT BE USED ABOVE FINISHED GRADE.
�/�/ SCALE: N.T.S.
DIRECT BURIAL CONTROL WIRES TO
CONTROL VALVES.
FLOW SENSOR4
M ASTER VALVE REDUCED PRESSURE BACKFLOW PREVENTER LEIT ENCLOSURE
1 2
10' ROUND VALVE BOX 3
6M 1 QUICK COUPLER W/ FINISH GRADE ROUND VALVE BOX W/ LOCKING COVER
2 LOCKING COVER FINISH SURFACE IN PAVED AREA M
TURF
LATERAL LINES TO SPRINKLERS 6 5 4
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(11111. � � � � � � fir-EXTENSION AS REQ D
SHUT OFF VALVE
co A \ O
0o BRICK SUPPORTS SCH 80 VC VC UNTO PVC SxT COUPLINGS
- 2 CU. FT. .•
(3 REQUIRED) (DOWNSTREAM) a A
3 1 MINIMUM � _ ` '�� - BRASS NIPPLE 10 11 1
PEA 3RAV=7LENGTH AS REQUIRED PRESSURE MAINLINE 3" MIN. NOTES:
a a �a a
°E LEGEND. A. Attach purple reclaimed water identification tags as directed on
COMMON BRICK (4 PER VALVE) reclaimed systems.
N
000000000,00
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5 °°°°°°°°° °°° FILTER FABRIC 1. Approved rectangular plastic valve box with B. Attach blue potable water identification tags as directed on
°° 0 locking cover. Covershall be branded to potable systems.
PRESSURE LINE FITTING NOTE. I CU. FT. 3/4' CRUSHED GRAVEL identify pressure regulator. (See branding detail) C. Attach green potable water used for irrigation identification tags
PRESSURE MAINLIN as directed on potable irrigation systems.
LEGEND: NOTES: I. AREA AROUND VALVE BOX CAN BE EITHER PLANTED, 2. Top of box to be 1 above grade for ground D. Pressure regulator shall irrigation
of bronze and/or brass construction.
SCH. 40 GALV. 36' STAKE BRASS 90 DEGREE g /
1. Finish rade 1. All plastic piping to be snaked in trenches HARD SURFACE, OR COMBONATION. cover area and 1/2 for lawn area. E. Pressure setting shall be as specified on Ions.
g P P P g WITH 2 SPRINKLER TIES STREET ELL 9 P P
2. Lateral line 2. Bundle & tape wiring at 10' intervals 2. CLOSE NIPPLES SHALL NOT BE USED
P g 3. Finish grade F. Valve box shall be of sufficient size to accommodate
3. Main line or sleeve 3. Tie a loose 24" loop in wiring every 100 feet and at changes of direction greater than 30'. BRASS NIPPLE 3. ALL PIPE FITTINGS SHALL BE PVC SCH 80 UNLESS 4. Brass union Pressure Regulator Assembly.
NOTES: 5. Br
4. Sleeve Untie all loops after all connections have been made. LENGTH AS REQUIRED OTHERWISE NOTED. warning tag G. Pressure Regulator shall be installed horizontally so adjustment nut,
a.
5. Clean or sand backfill 4. In stall all control wire on the underside of the main line pipe. 4. VALVE BOX SHALL BE ONE OF THE FOLLOWING CASES 5. Brass union and main cap on Pressure Regulator are accessible.
Valve box lid shall be branded to identify quick coupler,
6. Control wire 5. See irrigation specifications for backfill & compaction requirements. see Branding Guide this sheet BRASS 90 DEGREE AS SPECIFIED ON PLANS. 7. Brass H. All piping shall be brass.
6. Pipe cover for 2" dia.� and larger shall be 24".�� b.Attach reclaimed water identification to s or potable STREET ELL CASE I - CONCRETE BOX WITH 8. Brass 45' (TYP.) I. All fittings, except as noted, shall be threaded brass.
7. Pipe cover for 1-1/2 and smaller shall be 18". water used for irrigation identification tags. LOCKING CAST IRON COVER
8. Pie cover for non-pressure lateral lines shall be 12" for spray heads. c. ACME thread pipe t e device for reclaimed water use. 9. Brass main line J. Area around box can either be planted, hard-surface or combination.
P P P Y p p yp CASE 2 - PLASTIC BOX WITH 5. CRUSHED ROCK SHALL COVER VALVE BOX PIPE 10. Gravel K. Install gravel sump as shown.
9. Pipe cover for non-pressure laterial lines shall be 18" for rotor heads. d.Pin lock type device for potable water use.
10. Common trench with other utilities is prohibited LOCKING COVER PLASTIC COVER OPENING TO PREVENT SOIL ENTRY 11. Brass nipple L. Close nipples shall not be used.
12. Pressure regulator M. Wrap below grade brass piping w/UPC 10 mil. black pipe wrap (as req'd).
13. Brass main line N. See thrust block detail for (req'd) thrust block.
TRENCHING 8 QUICK COUPLER BALL VALVE 6 PRESSURE REGULATOR 5
DW RW CL D
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Main Line E E L E T T I RECLAIMED WATER
T1 R 0R N BRANDING GUIDE
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2 DW RW A (S GROUNDING RODS a CITY O F SAN JUAN C A P T S T R N 0
DW RW A (STATION #) REMOTE CONTROL VALVES �
DW RW A MV MASTER VALVES PUBLIC WORKS AND UTILITIES DEPARTMENT
-� P + F To irrigation DW RW A FS FLOW SENSORS
system DW RW A GV GATE VALVES 05 � SFC
�DW RW A FI FERTILIZER INJECTORS
3 DW RW A BS BASKET STRAINERS RiGAT i ON D TA i L 5
DW RW A MS MOISTURE SENSORS
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2. Ball valve Jones #1913 1. CONTACT MNWD FOR INFO ON ANY DEVICE IN A BOX NOT LISTED. a PHONE 949 863-0588
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Bolt to meter flange (1" meters, thread ball valve to meter outlet) 2. CONTACT RW SPECIALIST 831-0203 IF YOU HAVE ANY QUESTIONS. ( )
0 3. Wye or basket *trainer E N G I N E E R I N G FAX (949) 863-0589
4. RPPD backflow BRANDING GUIDE 9
5. Pressure regulator * Consulting Civil Engineers Land Surveyors
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pump NOTES: �o KOBATq 36943 03/16/2017
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0 9. Fertilizer injector * 2. * Indicated if needed LANDSCAPE 11688 E. south Street, suite 201 J 5r°NA URE DRAWN BY: DESIGNED BY: APPROVED BY: P� r�
1- Artesia, California,90701 T 12-ENE A-oa E L3 . 1 r
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Q FAX: (562) 860-1091 NV.LIC.NO.78 F o� `" SHEET IL
X APPURTENANCE LAY- OUT Email: kobataasso�verizon.net of C A ZF z GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE 2 of 3 4 V
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6/8/2017 2:43 PM
1 2 3 4 5
O1 PVC SCH 80 NIPPLE (CLOSE,
1 OF 3) O4 WATER PROOF CONNECTION
2 VALVE BOX WITH COVER: (1 OF 2)
(3 PVC EXHAUST HEADER 5 24-INCH SIZE O30 IINCH LINEAR RE, COILED LENGTH OF
F O2 PVC SCH 40 TEE OR EL (TYPICAL) O3 ID LAG O6 FINISH GRADE
O3
6 BARB X MALE FITTING: OI EASY FIT COMPRESSION TEE: O7 TOP OF MULCH
RAIN BIRD XFD-MA FITTING (TYPICAL) \��\ \/\\/\ \\/�\ \\ \ \ \ \ \/\� RAIN BIRD MDCFTEE 7 6 5 4 3 2 1 g
2°0-4 O4 FLUSH POINT (TYPICAL) 4"-6- PVC SCH 40 COUPLING
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SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS 2 SUB-SURFACE DRIPLINE: O PVC SCH 80 NIPPLE
FLUSH POINT WITH BALL VALVE" RAIN 51RD XF SERIES DRIPLINE (LENGTH AS REQUIRED)
O5 PERIMETER OF AREA POTA5LE: XFS DRIPLINE 8 10 PVC SCH 40 ELL
O6 PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" NON-POTA5LE: XFSP DRIPLINE 9
7 FROM PERIMETER OF AREA 3 ft
3" MIN. 11 PVC SCH 80 NIPPLE (2-INCH
O INLINE DRIP EMITTER I LENGTH, HIDDEN) AND
O7 SUB-SURFACE DRIPLINE: 1 2 3 4 PVC SCH 40 ELL
RAIN BIRD XF SERIES DRIPLINE (TYPICAL) (� 1 p
LIE DOWN STAKE: RAIN BIRD PVC SCH 40 TEE OR ELL
POTABLE: XFS DRIPLINE TDS-050 WITH BEND
ONON-POTABLE: XFSP DRIPLINE O (TYPICAL) I I I I I 15ALL VALVE: RAIN 51RD
8 Y2" POLYETHYLENE BLANK TUBING: 9 MODEL X5V-015
NOTES: RAIN BIRD XF SERIES BLANK TUBING —
FINISH GRADE: SHRUB BED WITH 14 INLINE WYE FILLER: RAIN BIRD
1. DISTANCE BETWEEN LATERAL ROWS AND 4-6" 09 BARB X BARB INSERT TEE OR CROSS: MULCH ° o°o po�o� 0 MODEL R5Y-0"15-200MX
EMITTER SPACING TO BE BASED ON SOIL RAIN BIRD XFD-TEE OR
TYPE, PLANT MATERIALS AND CHANGES IN RAIN BIRD XFD-CROSS (TYPICAL) — 15 INLINE PRESSURE REGULATOR:
ELEVATION. SEE RAIN BIRD XFS DRIPLINE DRIP MANIFOLD 10 AIR RELIEF VALVE: I RAIN BIRD MODEL PSI-M3OX
INSTALLATION GUIDE FOR SUGGESTED AR BURIAL DEPTH RAIN BIRD AR VALVE KIT FOR MEDIUM FLOW
SPACINGS. 1 2 1 1 SEE RAIN BIRD DETAIL "AIR RELIEF VALVE KIT" NOTES: 16 3.0-INCH MINIMUM DEPTH OF
2. LENGTH OF LONGEST DRIPLINE LATERAL 10 PVC SUPPLY HEADER I. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, 3/4-INCH WASHED GRAVEL
SHOULD NOT EXCEED THE MAXIMUM 8 1 AND FIVE FEET IN CLAY. 1 1 1 14 1 1 1 15 19 20 21 PVC MAINLINE
LENGTH SHOWN IN THE ACCOMPANYING PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR
TABLE. 9 2 VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF 18 REMOTE CONTROL VALVE:
3. AIR RELIEF VALVE TO BE INSTALLED AT 1 p PVC SCH 40 RISER PIPE DIRECTION. NOTE: RAIN 51RD MODEL -15-DVX
HIGH POINT OF AREA. INSET A 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE 1 19 PVC SCH 80 UNION FOR
DOWN STAKES. . t0 REPLACE INLINE WYE FILTERS, USE SERVICING ASSEM5LY
INSET A REPLACEMENT FILTER ELEMENTS: RAIN 51RD 20 PVC SCH 40 MALE ADAPTER
1 1 MODELS R5Y-30MX, R5Y-100MX, R5Y-150MX, 21 BRICK (1 OF 4)
SCALE:N.T.S. SCALE:N. .S. OR R5Y-200MX. SCALE:N.T.S.
XFS SUB — SURFACE DRIPLINE 8c COMPRESSION FITTINGS XFS SUB — SURFACE DRIPLINE2
XERIGATION CONTROL ZONE
1 2 K",(5D 1 2 3 4 5
7
1
O FINISH GRADE 6 7 8 9
O FINISH GRADE/TURF
O AGRIFIM FLUSH VALVE
2 O MICRO-SPRAY POP-UP: O EASY FIT COUPLING:
RAIN BIRD XERI-POP XP-600X O4 SUBTERRANEAN EMITTER BOX: O OOOO O oO O O 0 O
WITH 4-VAN NOZZLE O , O O�pO
O3 SUB-SURFACE DRIPLINE: o 0 0 0 0 o RAIN BIRD SEB 7XB
RAIN BIRD XF SERIES DRIPLINE Oc1Jo°� Oo OdJ 5 SUB-SURFACE DRIPLINE: g
O AGRIFIM SERIES DRIPLINE O O OO�OOV O O O 00
POTABLE: XFS DRIPLINE o�o0000pOo On%
3 NON-POTABLE: XFSP DRIPLINE O 3-INCH MINIMUM DEPTH OF O O O 1
O4 Y4" BARB TRANSFER FITTING: 6 7 3/4-INCH WASHED GRAVEL OO�OO % o%
RAIN BIRD XBFCONN O BRICK (1 OF 2)
4 O Y4" DISTRIBUTION TUBING:
RAIN BIRD XQ TUBING 1 O BARB X FEMALE THREAD CONNECTOR:
RAIN BIRD XFD—TFA FITTING
5 (LENGTH AS REQUIRED)
O TURF GRASS 7 Y2" BLANK DRIPLINE TUBING:
O2 SUBTERRANEAN EMITTER BOX: 0 RAIN BIRD XF SERIES
RAIN BIRD SEB 7XB 8 BARB X MALE THREAD CONNECTOR:
NOTE: O FINISH GRADE O RAIN BIRD XFD—MA FITTING
1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN Y" PVC TEE CONNECTED TO PVC
ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. 2 AIR RELIEF VALVE: RB ARV-12 O HEADER PIPE
O4 TO BE INSTALLED AT HIGH POINTS
IN DRIP ZONE 1� 3"MINIMUM DEPTH OF�Y; WASHED GRAVEL
NOTE: 5 Y" X �Y4" PVC REDUCER BUSHING 1� BRICK (1 OF 2)
I. USE XERIMAN TOOL XM-TOOL TO INSERT BARB TRANSFER FITTING DIRECTLY
INTO DRIPLINE TU51NG.
SCALE: .T.& SCALE: N.T.S. SCALE:N.T.S. SCALE:N.T.S.
OPERATION I N DI CATI OR 6 X FLUSH VALVE AIR RELIEF VALVE
P4 CITY OF SAN JUAN CAPISTRANO
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Email: kobataasso�verizon.net of c p c1 z GEORGE ALVAREZ—RCE 25161—EXP. 12/31/17 DATE 3 O pF'3 4 V
Y CITY ENGINEER
6/8/2017 2:43 PM
VERDURA 30 RETAINING WALL PLANS
PART 1: GENERAL PART 3: EXECUTION
1.01 DESCRIPTION 3.01 SURFACE CONDITIONS 3.08 EROSION CONTROL
A. WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING A VERDURA 30 RETAINING WALL SYSTEM IN ACCORDANCE WITH A. PRIOR TO WORK, CAREFULLY INSPECT PREVIOUS GRADING WORK. VERIFY THAT ALL SUCH WORK IS COMPLETE TO A. PROVIDE DUST AND EROSION CONTROL PER CIVIL PLANS.
THESE SPECIFICATIONS AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES, DESIGN AND DIMENSIONS SHOWN ON THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE.
THESE PLANS. B. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, ALL 3.09 AS-BUILT CONSTRUCTION TOLERANCES
B. WORK INCLUDES PREPARING FOUNDATION SOIL, FURNISHING AND INSTALLING LEVELING PAD (IF REQUIRED), AND BACKFILL TO PERTINENT CODES AND REGULATIONS. A. VERTICAL ALIGNMENT.• f1.5 INCHES OVER ANY 10 FT DISTANCE.
THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. C. VERIFY WALL DRAINAGE SYSTEM IS COORDINATED WITH POINTS OF CONNECTION TO STORM DRAINAGE SYSTEM OR 8. WALL BATTER: WITHIN 2 DEGREES OF DESIGN BATTER.
C. WORK INCLUDES FURNISHING AND INSTALLING GEOSYNTHETIC SOIL REINFORCEMENT OF THE TYPE, SIZE, LOCATION, STRENGTH OTHER APPROVED OUTLET LOCATION. C. HORIZONTAL ALIGNMENT. f1.5 INCHES OVER ANY 10 FT DISTANCE.
AND LENGTHS DESIGNATED ON THESE PLANS. D. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE PROJECT CIVIL ENGINEER, CNC ENGINEERING, AT (949) D. CORNERS, BENDS, CURVES. f1 FT TO DESIGN LOCATIONS.
D. WORK INCLUDES FURNISHING AND INSTALLING FOUNDATION DRAIN, SUBDRAIN AND OTHER WALL-RELATED DRAINAGE SYSTEMS 863-0588. DO NOT PROCEED WITH INSTALLATION UNTIL ALL SUCH DISCREPANCIES HAVE BEEN RESOLVED. E. MAXIMUM HORIZONTAL GAP BETWEEN ERECTED UNITS SHALL BE 9 INCHES.
SHOWN AND SPECIFIED ON THESE PLANS.
3.02 LAYOUT 3.10 FIELD QUALITY CONTROL
1.02 REFERENCE STANDARDS A. VERIFY ALL STAKING AND FIELD ENGINEERING REQUIRED TO IMPLEMENT THE WORK AS SHOWN ON THE DRAWINGS. A. THE OWNER SHALL ENGAGE GEOTECHNICAL OBSERVATION AND TESTING SERVICES DURING CONSTRUCTION. THIS DOES NOT RELIEVE
A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) B. PROTECT ALL STAKES AND BENCHMARKS. REPLACE ALL STAKES AND BENCHMARKS DAMAGED DURING THE COURSE THE CONTRACTOR FROM SECURING THE NECESSARY CONSTRUCTION CONTROL TESTING DURING CONSTRUCTION.
1) ASTM C-140-STD. SPEC. FOR SAMPLING AND TESTING CONCRETE MASONRY UNITS OF CONSTRUCTION. 8. QUALIFIED AND EXPERIENCED TECHNICIANS AND ENGINEERS SHALL PERFORM TESTING AND OBSERVATION SERVICES.
2) ASTM C-145-STD. SPEC. FOR SOLID LOAD BEARING CONCRETE MASONRY UNITS C. SET GRADE STAKES USING INSTRUMENT TECHNOLOGY, AT 50-FOOT GRID INTERVALS AT AREAS WHERE GRADIENTS C. AS A MINIMUM, QUALITY CONTROL TESTING SHOULD INCLUDE FOUNDATION SOIL OBSERVATION, SOIL AND BACKFILL TESTING,
3) ASTM C-1372-SPECIFICATION FOR SEGMENTAL RETAINING WALL UNITS ARE LESS THAN 2 PERCENT. SET GRADE STAKES USING INSTRUMENT TECHNOLOGY, 25-FOOT-INTERVALS AT VERIFICATION OF DESIGN PARAMETERS, AND OBSERVATION OF CONSTRUCTION FOR GENERAL COMPLIANCE WITH DESIGN DRAWINGS
AREAS WHERE GRADES ARE GREATER THAN 2 PERCENT. AND SPECIFICATIONS BY THE GEOTECHNICAL CONSULTANT OF RECORD.
4) ASTM D-1557-LABORATORY COMPACTION CHARACTERISTICS OF SOIL MODIFIED PROCTOR D. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. CORRECT OVER-EXCAVATION WITH FILL MATERIALS APPROVED D. FIELD QUALITY CONTROL SHALL BE PERFORMED BY THE GEOTECHNICAL CONSULTANT OF RECORD.
5) ASTM D-1785-STANDARD SPECIFICATION FOR PVC PLASTIC PIPE BY THE GEOTECHNICAL CONSULTANT OF RECORD.
6) ASTM D-4318-LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS E. REMOVE LARGE STONES OR OTHER HARD MATTER WHICH WOULD DAMAGE PIPES OR IMPEDE CONSISTENT 3.11 SPECIAL INSPECTION (AT OWNERS DISCRETION)
7) ASTM D-4595-TENSILE PRIORITIES OF GEOTEXTILES - WIDE WIDTH STRIP BACKFILLING OR COMPACTION. A. PER ICC-ES EVALUATION REPORT ESR-3073, SPECIAL INSPECTION DURING INSTALLATION MUST BE PROVIDED IN ACCORDANCE WITH
8) ASTM D-4829-EXPANSION INDEX OF SOILS F. PROVIDE ALL EQUIPMENT OF SUCH TYPE, FUNCTION, AND DESIGN AS REQUIRED TO ACHIEVE SPECIFIC VALUES. THE 2016 CALIFORNIA BUILDING CODE (CBC). INSPECTION RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING:
9) ASTM D-5262-UNCONFINED TENSION CREEP BEHAVIOR OF GEOSYNTHETICS WHERE NECESSARY, PROVIDE RUBBER-TIRED AND VIBRATORY SHEEPSFOOT COMPACTION EQUIPMENT. 1. BLOCK TYPE AND UNIT DIMENSIONS.
10) ASTM D-6638-CONNECTION STRENGTH BETWEEN REINFORCEMENT AND SEGMENTAL CONCRETE UNITS 2. VERIFICATION OF BLOCK UNIT FOR COMPLIANCE WITH ASTM C1372, INCLUDING COMPRESSIVE STRENGTH AND WATER
11) ASTM D-6913-STANDARD TEST METHODS FOR GRADATION OF SOILS 3.03 SUBSURFACE DRAINAGE SYSTEM INSTALLATION ABSORPTION, AS DESCRIBED IN SECTION 3.2.1 OF ESR-3073.
12) ASTM D-6916-SHEAR STRENGTH BETWEEN SEGMENTAL CONCRETE UNITS A. EXCAVATE TRENCHES FOR SUBSURFACE DRAINAGE SHOWN ON DRAWINGS OR AT LOWEST POINT POSSIBLE THAT 3. PRODUCT IDENTIFICATION, INCLUDING EVALUATION REPORT NUMBER (ESR-3073).
B. GEOSYNTHETIC RESEARCH INSTITUTE (GRI) CAN BE OUTLET. 4. FOUNDATION PREPARATION.
1) GRI-GT7-DETERMINATION OF LONG TERM DESIGN STRENGTH OF GEOTEXTILES B. LAY FILTER FABRIC IN BOTTOM OF EXCAVATION PRIOR TO PLACING DRAIN ROCK. PLACE MINIMUM 4-INCH-THICK 5. VERDUR4 BLOCK UNIT PLACEMENT, INCLUDING PROPER ALIGNMENT AND INCLINATION WITHIN DESIGN TOLERANCES.
C. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) BED OF DRAIN ROCK OVER FABRIC. 6. PVC PIPE CONNECTIONS, INCLUDING INSTALLATION LOCATIONS, PROPER FIT WITHIN THE BLOCKS, AND INSTALLATION SEQUENCE
1) "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, 3RD EDITION," (201 D) C. INSTALL AND JOIN PERFORATED 4 INCH PVC PIPE AND PIPE FITTINGS IN ACCORDANCE WITH MANUFACTURERS WITH RESPECT TO THE POSI-DURA REINFORCEMENT FABRIC PLACEMENT.
D. ICC EVALUATION SERVICES, INC. SPECIFICATIONS. INSTALL DRAINAGE PIPING WITH PERFORATIONS DOWN. JOIN PIPE ENDS AND CAP ANY FREE 7. POS/-DUR4 REINFORCEMENT FABRIC IDENTIFICATION, LOCATION AND PLACEMENT.
ENDS OF PERFORATED PIPE WITH SOLVENT CEMENT. 8. PLACEMENT OF APPROVED BACKFILL MATERIAL AND COMPACTION.
1) ICC-ES EVALUATION REPORT, ESR-3073, VERDURA RETAINING WALL SYSTEM. D. LAY PERFORATED 4 INCH PVC PIPE TO SLOPE GRADIENTS OF THE WALL FOUNDATION. 9. DR41NAGE PROVISIONS.
E. FEDERAL HIGHWAY ADMINISTRATION (FHWA) E. SURROUND PERFORATED PIPE WITH DRAIN ROCK. B. SPECIAL INSPECTIONS MAY BE COMPLETED BY THE PROJECT ENGINEERS OR AN INDEPENDENT INSPECTION SERVICE.
1) "DESIGN AND CONSTRUCTION OF MECHANICALLY STABILIZED EARTH WALLS AND REINFORCED SOIL SLOPES" (2009) F. WRAP FILTER FABRIC AROUND DRAIN ROCK WITH 12" MINIMUM OVERLAP OF THE FABRIC.
EXTENDAS
1.03 SUBMITTALS/CERTIFICATION G D AWINGSOOR AT LOWESFORATET POINT POSSIBL4 INCH PVC E SWITH AE MINIMUM PIPES T2%PFA LV ONS TOWARDS OUTLET OUTLET LOCAT1 LOCATION.HOWN ON TABLE 1 - REFERENCED DOCUMENTATION.
A. CONTRACTOR SHALL SUBMIT A LIST OF PROPOSED MATERIALS TO BE USED FOR CONSTRUCTION TO THE ENGINEER FOR H. PROVIDE TRENCHING, BEDDING, AND BACKFILL AS REQUIRED FOR OUTLET DRAINAGE PIPE. DO NOT DISPLACE OR
APPROVAL PRIOR TO THE START OF WORK. DAMAGE PIPE WHEN COMPACTING. 1. VERDURA 30 RETAINING WALL STANDARD DESIGN, PREPARED BY SOIL RETENTION PRODUCTS, INC.
1.04 QUALITY ASSURANCE 3.04 EXCAVATION 2. STREET IMPROVEMENT PLANS FOR DEL OBISPO STREET FROM PASEO DE LA PAZ TO CALLE ASPERO, CIP NO. 16102, CITY OF SAN
A. CONTRACTOR SHALL ADHERE TO MANUFACTURER'S MATERIAL AND INSTALLATION SPECIFICATIONS. A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. JUAN CAPISTRANO, CALIFORNIA, PREPARED BY CNC ENGINEERING.
B. OWNER SHALL PROVIDE SOIL TESTING AND QUALITY ASSURANCE DURING EARTHWORK AND WALL CONSTRUCTION OPERATION. GEOTECHNICAL CONSULTANT SHALL OBSERVE THE EXCAVATION AND ACCEPT PRIOR TO PLACEMENT OF LEVELING 3. GEOTECHNICAL INVESTIGATION AND EARTHWORK RECOMMENDATIONS, REFER TO "GEOTECHNICAL EVALUATION FOR PROPOSED RETAINING
OWNER'S QUALITY ASSURANCE PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR WALL PERFORMANCE. MATERIAL OR FILL SOILS. PROOF ROLL FOUNDATION AREA AS DIRECTED BY THE GEOTECHNICAL CONSULTANT OF WALL FOR DEL OBISPO STREET WIDENING" PREPARED BY LGC GEOTECHNICAL, INC., DATED JUNE 7, 2017.
RECORD TO DETERMINE IF REMEDIAL WORK IS REQUIRED.
1.05 DELIVERY, STORAGE AND HANDLING B. OVER-EXCAVATION AND REPLACEMENT OF UNSUITABLE FOUNDATION SOILS BELOW THE WALL WITH APPROVED TABLE 2 - VERDURA BLOCK PROPERTIES
A. CONTRACTOR SHALL CHECK ALL MATERIALS UPON DELIVERY TO ASSURE THAT THE PROPER TYPE, GRADE, AND CERTIFICATION COMPACTED FILL SHALL BE DIRECTED BY THE GEOTECHNICAL CONSULTANT OF RECORD.
HAVE BEEN RECEIVED.
B. CONTRACTOR SHALL PROTECT ALL MATERIALS FROM DAMAGE DUE TO JOBSITE CONDITIONS AND IN ACCORDANCE WITH 3.05 MODULAR UNIT INSTALLATION UNIT TYPE, VERDURA V30
MANUFACTURER'S RECOMMENDATIONS. DAMAGED MATERIALS SHALL NOT BE INCORPORATED INTO THE WORK. A. FIRST COURSE OF UNITS SHALL BE PLACED ON APPROVED FOUNDATION SOILS OR LEVELING MATERIAL, AS
DIRECTED BY THE GEOTECHNICAL CONSULTANT OF RECORD, AT THE APPROPRIATE LINES AND GRADES. MODULAR UNIT SIZE, RAIL HEIGHT, IN. 6.5
PART 2: MATERIALS UNITS SHALL BE USED FOR ALIGNMENT. ALIGNMENT AND LEVEL SHALL BE CHECKED IN ALL DIRECTIONS AND UNIT SIZE, CROWN HEIGHT, IN. 9.25
ENSURE THAT ALL UNITS ARE IN FULL CONTACT WITH THE FOUNDATIONS SOILS AND PROPERLY SEATED.
2.01 MODULAR CONCRETE RETAINING WALL UNITS B. UNITS SHALL BE PLACED ON THE FOUNDATION SOILS WITH A MAXIMUM DISTANCE OF 9 INCHES BETWEEN UNIT SIZE, WIDTH, IN. 18
A. MODULAR CONCRETE UNITS SHALL BE VERDURA 30 BLOCK, AS INDICATED IN TABLE 2. ADJACENT UNITS. THE SPACING BETWEEN UNITS INSTALLED IN CURVED REGIONS (CONCAVE OR CONVEX) MUST UNIT SIZE, DEPTH, IN. 12
B. MODULAR CONCRETE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-1372. BE ADJUSTED ACCORDINGLY SUCH THAT THE RUNNING BOND LAYOUT IS MAINTAINED. VERTICALLY ADJACENT UNITS
C. MODULAR CONCRETE UNITS SHALL CONFORM TO THE FOLLOWING STRUCTURAL AND GEOMETRIC REQUIREMENTS: SHALL BE CENTERED ON UNITS ABOVE AND BELOW. ALL BLOCK LAYOUT AND PLACEMENT SHALL BE IN WEIGHT, LBS. 68
* COMPRESSIBLE STRENGTH = 5,000 PSI MINIMUM AT 28 DAYS; ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
* MOISTURE ABSORPTION S 8 LBS PER CUBIC FEET FOR STANDARD WEIGHT AGGREGATES; C. MODULAR UNITS MAY BE INSTALLED HORIZONTALLY WITH RESPECT TO THE PROFILE WALL ALIGNMENT OR MAY BE BATTER = (DEGREES FROM VERTICAL) 18
* BLOCK DIMENSIONS = AS INDICATED IN TABLE 2; MADE TO FOLLOW THE BOTTOM OF WALL CONTOURS ("RUN WITH THE GRADE'). WHERE BOTTOM OF WALL
* DIMENSIONAL TOLERANCES = ±114" FROM NOMINAL UNIT DIMENSIONS (NOT INCLUDING EXPOSED AGGREGATE FACE CONTOURS ARE USED TO SET THE FIRST ROW OF MODULAR BLOCKS, GRADES MAY NOT SLOPE MORE THAN 159
TEXTURE), ±114" UNIT HEIGHT - TOP AND BOTTOM PLANES. WITH RESPECT TO THE WALL PROFILE BASE. TABLE 3 - SOIL STRENGTH REQUIREMENTS
D. PLACE UNIT FILL WITHIN THE BLOCK CELL AND LIGHTLY CONSOLIDATE VIA FOOT PRESSURE.
2.02 GEOSYNTHETIC REINFORCEMENT E. PLACE AND COMPACT REINFORCED AND RETAINED FILL BEHIND WALL UNITS.
A. GEOSYNTHETIC REINFORCEMENT SHALL CONSIST OF POSI-DURA REINFORCEMENT FABRIC PER THE VERDURA 30 STANDARD F. SCREED EXCESS UNIT FILL (ROD-BOARDED) OFF TO DEVELOP A FLAT BASE UPON WHICH SUBSEQUENT UNITS CAN SHEAR STRENGTH UNIT WEIGHT
DESIGN REPORT. SUBSTITUTE GEOSYNTHETIC REINFORCEMENTS ARE NOT PERMITTED. BE POSITIONED. MATERIAL FRICTION ANGLE COHESIONsf (Pcf)
B. POSI-DURA REINFORCEMENT FABRIC CONSISTS OF MULTI-FILAMENT POLYESTOR YARNS WOVEN INTO A STRIP FABRIC USED FOR G. FOLLOW WALL ERECTION AND UNIT FILL CLOSELY WITH REINFORCED FILL. MAXIMUM STACKED VERTICAL HEIGHT �P
EARTH REINFORCEMENT. OF WALL UNITS PRIOR TO UNIT INFILL AND REINFORCED/RETAINED BACKFILL PLACEMENT AND COMPACTION SHALL REINFORCED SOIL 34 0 125
C. POSI-DURA REINFORCEMENT FABRIC STRENGTH PROPERTIES ARE PROVIDED IN TABLE 5. NOT EXCEED ONE COURSE.
RETAINED SOIL* N/A N/A N/A
2.03 POSI-DURA FABRIC TO VERDURA 30 BLOCK CONNECTION 3.06 POSI-DURA REINFORCEMENT FABRIC INSTALLATION FOUNDATION SOIL 26 250 120
A. CONNECTORS SHALL BE 1 INCH DIAMETER SCHEDULE 80 PVC PIPE AND MUST BE CAPABLE OF PROVIDING POSITIVE A. POSI-DURA REINFORCEMENT FABRIC SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO
MECHANICAL INTERLOCK BETWEEN POSI-DURA REINFORCEMENT FABRIC AND BLOCK. THE WALL ALIGNMENT. SEISMICITY (PGA) 0.37g
B. CONNECTORS SHALL BE CAPABLE OF HOLDING THE POSI-DURA REINFORCEMENT FABRIC IN THE PROPER DESIGN POSITION B. POSI-DURA REINFORCEMENT FABRIC SHALL BE PLACED AT THE STRENGTHS, LENGTHS, AND ELEVATIONS SHOWN
DURING GEOSYNTHETIC PRE-TENSIONING AND BACKFILLING PROCEDURES. ON THESE DRAWINGS. * RETAINED SOIL IS NOT APPLICABLE DUE TO PROXIMITY TO PERMANENT SOLDIER PILE WALL.
C. POSI-DURA REINFORCEMENT FABRIC SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND ATTACHED TO
2.04 UNIT INFILL (PLANTABLE SOIL) THE MODULAR WALL UNITS IN ACCORDANCE WITH THE DETAILS OF THESE PLANS AND SPECIFICATIONS. THE
A. NOT APPLICABLE FOR THIS PROJECT (VERDURA WALL WILL NOT BE PLANTED). GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE LAID FLAT PRIOR TO BACKFILL PLACEMENT ON THE GEOSYNTHETIC
SOIL REINFORCEMENT. TABLE 5 - GEOSYNTHETIC REINFORCEMENT PROPERTIES
2.05 BACKFILL AND FOUNDATION MATERIAL D. POSI-DURA REINFORCEMENT FABRIC SHALL BE CONTINUOUS THROUGHOUT THE LENGTH OF EMBEDMENT. SPLICED
A. ENGINEERED FILL FOR THE FOUNDATON SOIL AND RETAINED SOIL ZONES (WHERE APPLICABLE) SHALL BE ON-SITE OR CONNECTIONS BETWEEN SHORTER PIECES OF POSI-DURA REINFORCEMENT FABRIC WILL NOT BE PERMITTED.
IMPORTED SOILS ACCEPTED BY THE GEOTECHNICAL CONSULTANT OF RECORD AND HAVE SOIL CLASSIFICATIONS AS NOTED E. WHERE APPLICABLE, POSI-DURA REINFORCEMENT SHALL BE CONNECTED (WRAPPED AROUND) SOLDIER PILE WALL POSI-DURA FABRIC
IN TABLE 3. CONNECTION PIPE AS SHOWN IN THE DETAILS ON SHEET 32.
2.06 REINFORCED BACKFILL 3.07 REINFORCED BACKFILL PLACEMENT METHODT UNIT HS667
A. REINFORCED SOIL SHALL BE CRUSHED AGGREGATE BASE AND MEET THE FOLLOWING RECOMMENDATIONS; A. REINFORCED AGGREGATE BASE BACKFILL SHALL BE PLACED, SPREAD AND COMPACTED IN SUCH A MANNER THAT MINIMIZES
THE DEVELOPMENT OF SLACK IN THE POSI-DURA REINFORCEMENT FABRIC AND INSTALLATION DAMAGE.
w B. REINFORCED AGGREGATE BASE BACKFILL SHALL BE PLACED AND COMPACTED IN LIFTS NOT TO EXCEED THE 'RAIL HEIGHT" TENSILE STRENGTH ASTM Ibs/ft 8000
GRADATION TESTED IN ACCORDANCE WITH GREENBOOK SECTION 200-2.2, TABLE 200-2.2.2 AND 200-2.2.3(A): OF THE UNITS BEING PLACED. LIFT THICKNESSES SHALL BE DECREASED TO ACHIEVE THE REQUIRED DENSITY AS REQUIRED.OF ULTIMATE) D4595
C. REINFORCED AGGREGATE BASE BACKFILL SHALL BE COMPACTED TO 959 RELATIVE COMPACTION AS DETERMINED BY ASTM
SIEVE SIZE PERCENT PASSING
1-1/2 INCH 100 D-1557. THE MOISTURE CONTENT OF THE BACKFILL MATERIAL PRIOR TO AND DURING COMPACTION SHALL BE AT OR LONG TERM ALLOWABLE GRI
lbs/ft 903
3/4 INCH 90-100 SLIGHTLY ABOVE OPTIMUM MOISTURE CONTENT AND UNIFORMLY DISTRIBUTED THROUGHOUT EACH LAYER. DESIGN LOAD GT-7
D. ONLY LIGHTWEIGHT HAND-OPER4TED EQUIPMENT SHALL BE ALLOWED WITHIN 1 FOOT FROM THE BACK OF THE MODULAR
3/8 INCH 50-80 CONCRETE UNIT.
NO. 4 35-55 E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY UPON THE POSI-DURA REINFORCEMENT FABRIC. A
NO. 30 10-30 MINIMUM FILL THICKNESS COVER OF 6 INCHES IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE
NO. 200 2-9 POSI-DURA REINFORCEMENT FABRIC. TRACKED VEHICLE TURNING SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS
i B. ENGINEERED FILL MATERIALS FOR THE UPPER ONE 1 FOOT IMMEDIATELY BEHIND THE TOPMOST BLOCK AND ABOVE THE ZONE FROM DISPLACING THE FILL AND DAMAGING THE POST-DURA REINFORCEMENT FABRIC.
�, ( ) F. RUBBER TIRED EQUIPMENT MAY PASS ODER POST-DURA REINFORCEMENT FABRIC AT SLOW SPEEDS, LESS THAN 10 MPH.
OF REINFORCED SOIL SHALL BE COMPROMISED OF MORE IMPERVIOUS SOILS. SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED. ANY DISPLACED REINFORCEMENTS SHALL BE RE-ALIGNED
C. UNSUITABLE SOILS (HIGH PLASTIC CLAYS OR ORGANIC SOILS) SHALL NOT BE USED. PRIOR TO BACKFILL.
D. GEOTECHNICAL ENGINEER OF RECORD SHALL BE PROVIDED A SAMPLE A MINIMUM 3 WORKING DAYS IN ORDER TO PERFORM G. AT THE END OF EACH DAY'S OPERATION, THE CONTRACTOR SHALL SLOPE THE LAST LIFT OF REINFORCED AGGREGATE BASE
LABORATORY TESTS ON THE SOIL MATERIAL PROPOSED FOR USE TO ENSURE THE REQUIREMENTS STATED ABOVE PRIOR TO THE BACKFILL AWAY FROM THE WALL UNITS TO DIRECT RUNOFF AWAY FROM THE WALL FACE. THE CONTRACTOR SHALL NOT Q
PLACEMENT OF THE MATERIALS. ALLOW SURFACE RUN-OFF FROM ADJACENT AREAS TO ENTER THE WALL CONSTRUCTION SITE. a CITY O F SAN JUAN C AP I S T RAN O
H. CARE SHOULD BE TAKEN DURING EXCAVATION FOR AND CONSTRUCTION OF THE V-DITCH AND ALL OTHER SURFACE
2.07 DRAIN ROCK IMPROVEMENTS ADJACENT TO THE WALL STRUCTURE TO PREVENT DAMAGE TO THE UPPER POSI-DURA REINFORCEMENT PUBLIC WORKS AND UTILITIES DEPARTMENT
C-0 A. CLEAN 3/4" CRUSHED AGGREGATE FABRIC. IF THE POSI-DURA REINFORCEMENT FABRICS ARE DAMAGED, THEY NEED TO BE PROPERLY REPLACED.
c 2.08 DRAINAGE PIPE DEL OBISPO WIDENING
A. PROVIDE A PERFORATED AND SOLID PIPING SYSTEM CONSISTING OF 4-INCH-DIAMETER SCHEDULE 40 PVC PIPE (OR EQUAL) AS
SHOWN ON THESE PLANS. VERDURA RETAINING WALL PLANS SHEET INDEX MSE WALL NOTES AND SPECIFICATIONS
2.09 FI AEPROVIDETR I FABRIC
FABRIC CONSISTING OF MIRAFI 140N (OR EQUAL) AS SHOWN ON THESE PLANS. DEL OBISPO STREET
SHEET 31 MSE WALL NOTES AND SPECIFICATIONS
SHEET 32 TYPICAL MSE WALL SECTION AND DETAILS PASEO DE LA PAZ TO CAT.T.F ASPERO
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SPACING PER CONNECTION SCHEDULE 80 PVC.
STRUCTURAL ENGINEER CONNECTION FROM CONNECTION PIPE TO SOLDIER PILE PIPE PER "SCENE INOT REQUIRED
STRUCTURAL AT THE CONNECTION. FOR
9 9" WALL PER STRUCTURAL PLANS ENGINEERLAYERS CONNECTED TO
MAXIMUM MAXIMUM
SPACING SPACING SOLDIER PILE WALL (SEE
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AT ENDS WITH A MINIMUM OF (SEE SHEET 33)
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1 M NOTE: FENCING SYSTEMS APPROVED FOR USE WITH SLEEVE-ITTM 1224R (SEE PROFILE ON
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CASE C
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REINFORCED CONCRETE REINFORCING STEEL PROJECT DESIGN CRITERIA
1. CEMENT SHALL CONFORM TO ASTM C-150, TYPE V. 1. BAR REINFORCEMENT SHALL CONFORM TO ASTM A615 AS FOLLOWS: CODE: CALIFORNIA BUILDING CODE 2016 EDITION
GRADE 40 FY=40KS1 ......NO.3 BARS&WHERE NOTED ON PLANS GENERAL
2. AGGREGATES SHALL CONFORM TO ASTM C-33 FORM FOR GRADE 60 FY=60KS1 .....................................NOA BARS&LARGER
NORMAL WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND SITE
CABLE FENCE AND FOOTING SEE SHEETS 31-33 FOR ADD'L INFO CONCRETE. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. CONDITIONS BEFORE STARTING WORK AND NOTIFY DESIGNER IMMEDIATELY
POOUR FOOTING MONOLYTHIC w/CONC.SWALE OF ANY DISCREPANCIES.
3. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN
3. REINFORCING DETAILING,BENDING,AND PLACING SHALL BE IN
ACCORDANCE WITH ASTM C-94. ACCORDANCE WITH CONCRETE REINFORCING STEEL INSTITUTE"MANUAL OF 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
STANDARD PRACTICE"LATEST EDITION. WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE
NOTE:WALL HEIGHT VARIES. SEE CIVIL 4. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH ANY WORK.
DRAWINGS AND SHEETS 31-33 FOR ADPL INFO 28 DAYS OF: 4500 PSI 0.45 WATER:CEMENT RATIO FOOTING
4. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12.1
2 DESIGN BASIS fc=2500 PSI, SPECIAL INSPECTION IS NOT 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES
1 3"MIN P.I.P.CONC.SWALE AND CAP OVER MSE WALL AS REQUIRED. 5. LAPS AT BAR SPLICES SHALL BE:40 BAR DIA.OR 18"MIN.FOR CONCRETE IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION.
SHOWN,POUR MONOLYTHIC w/CABLE FENCE POST FOOTINGS AND 48 BAR DIA.OR 24"MIN. FOR MASONRY UNLESS NOTED OTHERWISE.
� I 5. ADMIXTURES MAY BE USED WITH APPROVAL OF THE 5. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,
STRUCTURAL ENGINEER. ADMIXTURES USED TO INCREASE THE BEAMS,OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED.NOR SHALL
- 6. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE
�\ TOP OF STL PILE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO CENTER OF WALL,UNLESS NOTED OTHERWISE IN DETAILS AND SHALL BE ANY STRUCTURAL MEMBER BE CUT FOR PIPES,DUCTS,ETC.REFER TO
REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. TIED IN POSITION AT TOP ANd BOTTOM AND AT INTERVALS NOT EXCEEDING ARCHITECTURAL DRAWINGS AND/OR MECHANICAL DRAWINGS FOR
REINFORCEMENT TRANSFER MEMBER: e192 BAR DIA. LOCATIONS.
GALV.4"0 STD STL PIPE HORIZONTAL PER 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES,
ORNAMENTS, CLIPS OR TEXTURES REQUIRED TO BE CAST INTO 7, REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS 6. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE
2 CONCRETE AND FOR EXTENT OF DEPRESSIONS, CURBS AND OF CONCRETE COVER: REQUIREMENTS OF THE LATEST EDITION OF THE CBC.
a - RAMPS.
FOOTINGS(CONCRETE DEPOSITED AGAINST EARTH).......................................3"
MSE WALL FACE,SEE SHEETS 31-33 3 1%SACK SLURRY IN DRILLED HOLE ABOVE EMBEDDED PORTION CONCRETE SURFACE(FORMED)EXPOSED TO EARTH OR WEATHER.............2" 7• THE ENGINEER DOES NOT WARRANT THE ACCURACY OF SCALED
FOR ADUL INFO 7. PROJECTING CORNERS OF SLABS, BEAMS, COLUMNS, WALLS, COLUMN REINFORCING(INCLUDING COLUMN TIES).....................................1 1/2" DIMENSIONS.ALL DIMENSIONS SHALL BE AS DESIGNATED ON THE
1 ETC. SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS NOTED BEAMS AND GIRDER.............................................................................................1 1/2" DRAWINGS.NO SCALING OF DRAWINGS SHALL BE ALLOWED.
REINFORCEMENT FABRIC,CONNECT TO MSE WALL AND EXTEND TO OTHERWISE.
SOLDIER PILE.CONNECT TO HORIZONTAL PIPES AS SHOWN.
COMPACTED BACK FILL SEE SHEETS REFER TO SHEETS 31-33 FOR ADDITIONAL INFORMATION 8. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE
STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE.
31-33 FOR ADDITIONAL INFO. #1 DF 4x12 LAGGING TREATED FOR PERMANENT EMBEDMENT STRUCTURAL STEEL & MISC METAL FOUNDATION
IN SOIL. PROVIDE%"%"GAP BETWEEN ROWS TO DRAIN WALL 9, ALL REINFORCING STEEL,ANCHOR BOLTS, DOWELS AND OTHER
1. ALL PHASES OF WORK PERTAINING TO STRUCTURAL STEEL CONSTRUCTION 1. SOIL DESIGN
INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY SHALL CONFORM TO CBC STANDARDS(SPECIFICATION FOR STRUCTURAL ACTIVE PRESSURE =65 PCF 2:1 BACK-SLOPE
THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE STEEL BUILDINGS-ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN,BY THE PASSIVE PRESSURE =450 PSF/FT(INCR.1.33 SHORT TERM LOADS)
POURING OF ANY CONCRETE.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION).
2. CHARACTER OF SOIL: LGC GEOTECHNICAL,INC
10. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY 2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36,UNO 131 CALLE IGLESIA,STE 200
INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ALL WIDE FLANGE MEMBERS SHALL CONFORM TO ASTM A-50,Fy=50 KSI SAN CLEMENTE,CA 92672
= STRUCTURAL ENGINEER PRIOR TO PLACING REINFORCING STEEL. ALL PIPE MEMBERS SHALL CONFORM TO ASTM A-53,GR-B,Fy=35 KSI REPORT: GEOTECHNICAL EVALUATION FOR DEL OBISPO STREET
NN F.G. 11. THE MAXIMUM PLACING TEMPERATURE OF THE CONCRETE, WHEN IMPROVEMENTS
3. ALL WELDING SHALL CONFORM TO CBC STANDARDS(STRUCTURAL WELDING CITY OF SAN JUAN CAPISTRANO,CALIFORNIA
C? z r- DEPOSITED, SHALL BE 80 DEGREES FAHRENHEIT. IF THE CODE-STEEL,AWS D1.1,BY THE AMERICAN WELDING SOCIETY). MINIMUM DATED: JUNE 7,2017
- I APPLY 2 COATS OF BITUMASTIC COAL TAR EPDXY WEATHER CAUSES THE PLACING TEMPERATURE TO EXCEED 80 TENSILE STRENGTH OF WELD METAL SHALL BE 70 KSI. ALL WELDING SHALL BE
_ (CARBOLINE 300M OR EQUIV.)TO THE STEEL PILES. COATING DEGREES FAHRENHEIT, THE MIX SHALL BE COOLED BY WETTING PERFORMED BY CERTIFIED WELDERS. 3. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE
MAY TERMINATE AT A MINIMUM OF 12"INTO EMBEDED PORTION THE AGGREGATE OR OTHER APPROPRIATE METHOD APPROVED WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM
MSE WALL BOTTOM a - BY THE ENGINEER. 4. BOLT HOLES SHALL N TED LARGER IN DIAMETER THAN NOMINAL SIZE OF EXCAVATIONS.
BOLT USED,UNLESS NOTED OTHERWISE.
4"0 PERF.PVC DRAIN ENCAPSULATED IN 1 CF 12. IMMEDIATELY AFTER STRIPPING FORMS, PATCH MINOR DEFECTS, 4. BEFORE ANY CONCRETE IS PLACED,EXCAVATIONS SHALL BE CHECKED AND
DRAIN ROCK(3/"CRUSHED)AND WRAPPED w/ - FORM-TIE HOLES AND HONEYCOMBED AREAS BEFORE CONCRETE APPROVED BY A QUALIFIED SOILS ENGINEER TO INSURE COMPLIANCE WITH
GEOTEXTILE DRAINAGE FABRIC. 4"0 SOLID PVC - - 5. STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF
OUTLET PIPE PER GEOTECHNICAL CONSULTANT IS THOROUGHLY DRY. REMOVE LEDGES AND BULGES. REPAIR EXCESSIVE RUST,MILL SCALE,GREASE,ETC. THE REQUIREMENTS OF THE SOILS REPORT.
GRAVEL POCKETS BY CUTTING OUT TO SOLID SURFACE, FORM
KEY, AND THOROUGHLY WET BEFORE PLACING PATCHING 6. OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY 5. CONCRETE AND CONCRETE SLURRY SHOULD BE POURED INTO THE SOLDIER
MORTAR CONSISTING OF 1 PART CEMENT TO 2 PARTS FINE SAND
DETAILED. PILE BORINGS FROM THE BOTTOM UP USING A PUMP AND TREMIE PIPE.
2--OR - COMPACT INTO PLACE AND NEATLY FINISH TO MATCH CONCRETE SHALL BE THOROUGHLY VIBRATED TO REMOVE ANY ENTRAPPED
lo DRILLED CASTPLACE PSI SURROUNDING SURFACE. GROUT OR FILL SURFACES TO AIR. ALL PERMANENT CONCRETE CAISSONS WITH REINFORCING CAGE AND/OR
CONCRETE PILEE BELOW BASE OF WALL PRODUCE LEVEL, TRUE PLANES. EMBEDDED STEEL PILE SHALL BE OF STRUCTURAL CONCRETE PER
a
_j a PROTECTION AND CURING OF CONCRETE REINFORCED CONCRETE NOTES THIS SHEET.
W1448 STEEL PILE @ 8'-0"O.C.MAX. ° 13. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY
w PLACE IN DRILLED HOLE AND FILL WITH SUITABLE MEANS DURING PLACEMENT AND SHALL BE
2i STRUCTURAL CONCRETE TO BOTTOM THOROUGHLY WORKED AROUND REINFORCEMENT AND 1. PROTECT CONCRETE FROM INJURIOUS ACTION OF THE ELEMENTS AND
o OF MSE WALL PRIOR TO EXCAVATION - EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. DEFACEMENT DURING CONSTRUCTION OPERATIONS.
w _ 3
U) ° - 2. KEEP CONCRETE IN A THOROUGHLY MOIST CONDITION FROM THE TIME IT IS
GO 14. WHERE SPECIAL INSPECTION IS REQUIRED A DEPUTY INSPECTOR PLACED UNTIL IT HAS CURED FOR AT LEAST SEVEN(7)DAYS.
3: APPROVED BY THE JURISDICTIONAL AGENCY ISSUING THE
o a = BUILDING PERMIT, SHALL PROVIDE CONTINUOUS INSPECTION OF 3. KEEP FORMS SUFFICIENTLY WET TO PREVENT DRYING OUT OF THE
m - THE PLACEMENT THE REINFORCED CONCRETE AND SHALL CONCRETE.
J
o - SUBMIT A CERTIFICATE WITH THE THE PLANS AND
W SPECIFICATIONS TO THE AGENCY AND THE ENGINEER. 4. CAREFULLY PROTECT EXPOSED CONCRETE CORNERS FROM TRAFFIC OR
z
w ABUSE WHICH WILL DAMAGE THEM IN ANY WAY.
w a 15. CONCRETE MIXES SHALL BE DESIGNATED BY A RECOGNIZED
2 Z� TESTING LABORATORY, COPIES OF THE DESIGN SHALL BE SENT 5. FOG SPRAY FRESHLY PLACED SLABS CONTINUOUSLY UNTIL FINISHING
- TO THE ENGINEER. COMPRESSIVE STRENGTH TEST REPORTS OPERATIONS COMMENCE. ALLOW NO SLAB TO BECOME DRY UNTIL CURING
OPERATIONS ARE COMPLETE. SLABS SHALL BE CURED WITH
SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE
- - - - NON-STAINING CURING PAPER,WET BURLAP,FOG SPRAYS OR CURING
ENGINEER. ALL CONCRETE EXCEPT FOUNDATION CONCRETE SPRAYS OR CURING COMPOUND. PROTECT FRESH CONCRETE FROMDRYING
w SHALL CONTAIN A POLYMER BASED WATER REDUCING WIND,RAIN,DAMAGE,OR SOILING. COVER EXPOSED FINISHED SLABS WITH
o - = ADMIXTURE. CURING PAPER LAPPED 4 INCHES MINIMUM AT JOINTS AND SEALED WITH
Lu aWATERPROOF ADHESIVE OR MASKING TAPE.
Lu -I 16. THE MAXIMUM SLUMP SHALL NOT EXCEED 3" +/- 1" FOR
z FOOTINGS, SLABS ON EARTH AND MASS CONCRETE,AND 4"+/- 1"
FOR OTHER CONCRETE.
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`D 18. CONDUIT OR PIPE SIZE (O.D.)SHALL NOT EXCEED 30% OF SLAB
THICKNESS UNLESS SPECIFICALLY DETAILED AND SHALL BE
LOCATED IN THE MIDDLE 1/3 OF THE SLAB. CLEAR SPACING
a - BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE A MINIMUM
" OF 2 TIMES THE LARGER O.D.
19. USE "C" GRADATION AS DESIGNATED BY THE STANDARD
- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,ALSO
KNOWN AS THE "GREEN BOOK". 1" MINIMUM SIZE.
20. CONCRETE SLURRY SHALL CONTAIN MIN 1)/-2 SACKS OF
a
CEMENT.
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PILE / WALL SECTION 1
MSE WALL SEE SECTION AND SHEETS 31-33
REINFORCEMENT SEE SECTION 1
FILL DRILLED HOLE w/STRUCTURAL AND SHEETS 31-33 a T JUAN
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BUCHAN ENGINEERING STRUCTURES INC.
`" P 92 142 AVENIDA SANTA MARGARITA, SAN CLEMENTE CA 92672
PLAN VIEWLu rn
4x8 SHIM TREATED FOR PERMANENT EMBEDMENT No. 57147 (949)489-9786
IN SOIL(NOTCH AROUND THREADED ANCHORS) Expires iA1NCu BF.SL,csC.CUM (�J
- -- * December 31, 2017 * �
TREATED LAGGING PER SECTION 1 PLAN VIEW `r� CI VIS �P DRAWN BY: DESIGNED BY: APPROVED BY: DATE
STEEL PILE IN CONCRETE 3 STEEL SOLDIER PILE 2 qTF OF 0 N �F��� z IAIN BUCHAN IAIN BUCHAN 6/20/2017
CHECKED BY. CHECKED BY: SHEET
N.T.S. N.T.S. .1r.:s.}�� o GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE 34 OF 34 �
z CITY ENGINEER