DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
1 GENERAL NOTESCITY OF ANAHEIMSITE IMPROVEMENT PLANS ATNORTH NET TRAINING CENTER2400 ORANGEWOOD AVENUEAccount No:
UTILITY CONTACT LIST
PROJECT LOCATION MAP
COMMUNICATIONELECTRICALGASSEWERSTORM DRAINTELEPHONEWATERCENTERLINE
FOR EXISTING TOPOGRAPHYCONVENTIONAL SYMBOLS
FIRE HYDRANTPOWER POLEPULL BOXSEWER MANHOLESTORM DRAIN MANHOLESTREET LIGHTSTREET SIGNWATER METERWATER VALVE
APPROVALS
543-312-2203-9605
AGGREGATE BASEASPHALT CONCRETEAVENUEBACK OF WALLBEGN CURVEBOULEVARDBOTTOM OF STEPCATCH BASINCURB & GUTTERCURB FACECENTER LINECLEARCITY OF ANAHEIMCITY OF ORANGECONSTRUCTIONCONTINUOUSDIAMETEREND CURVEEDGE OF PAVEMENTEXISTINGEASTERLYFIRE HYDRANTFLOW LINEFINISH SURFACELENGTH OF CURVELAYOUT LINE; LENGTH OF LINELOW POINTLEFTMAXIMUMMANHOLENORTHERLYNUMBERORANGE COUNTY SANITATION DISTRICT ABACAVEBWBCBLVDBSCBC&GCFCLCLRCOACOOCONSTCONTDIAECEPEXIST; EXE'LYFHFLFSLOCLOLLPLTMAXMHN'LYNOOCSD
ABBREVIATIONS
PORTLAND CEMENT CONCRETE; POINTOF COMPOUND CURVEPOINT OF REVERSE CURVEPROPOSEDREINFORCED CONCRETE BOXREFLECTIVE PAVEMENT MARKERRIGHTRIGHT OF WAYSOUTHERLYSOUTHERN CALIFORNIA EDISONSOUTHERN CALIFORNIA GASSTORM DRAINSTANDARD PLANS FOR PUBLICWORKS CONSTRUCTIONSANITARY SEWERSTREETSTANDARDSIDEWALKTOP OF CURBTOP OF STEPTYPICALWESTERLY
PCCPRCPROPRCBRPMRTR/WS'LYSCESCGSDSPPWCSSSTSTDS/WTCTSTYPW'LY
PROJECT LOCATION
SHEET INDEXDESCRIPTIONSHEETNUMBERS
9-30-22GE2239JOSEPH L. WELCHORANGE, CA928671590 N. BRIAN ST714-637-3096HARRINTONGEOTECHNICALENGINEERING, INC.
SCOPE OF WORK
EXCAVATION QUANTITIES
TITLE SHEET2400 ORANGEWOOD AVENUE
ORANGE COUNTY PUBLICWORK PERMIT: FE22-0089CITY OF ORANGEBUILDING PERMIT: ______
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
2NOTES, LEGENDS AND INDEX TO SHEETS
REMOVAL NOTESABCDEFG
PROTECT IN PLACE.EXISTING TREE HAS BEEN REMOVED. REMOVEEXSTING TREE STUMP TO 3' MINIMUM BELOWPROPOSED FINSIH GRADE.REMOVE AND DISPOSE EXISTING CURB.REMOVE AND DISPOSE EXISTING BLOCK WALL ANDFOOTING.SAWCUT, REMOVE AND DISPOSE EXISTING CONCRETEPAVEMENT.CLEAR AND GRUB EXISTING SITE.REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE.REMOVE AND DISPOSE EXISTING CURB AND GUTTER.REMOVE AND DISPOSE EXISTING CONCRETESIDEWALK.UTILITY TO BE RELOCATED AND/OR ADJUSTED PERUTILITY PLANS.REMOVE AND DISPOSE EXISTING LIGHT POLE ANDFOUNDATION. CAP EXISTING CONDUIT AND WIRING.CONTAINER TO BE RELOCATED (BY NORTH NET).SAWCUT EXISTING WALL TO A STRAIGHT CLEAN LINE.CONSTRUCT 1" THICK MORTAR CAP ON EXPOSEDWALL AND FOR THE ENTIRE WALL HEIGHT.REMOVE AND DISPOSE EXISTING AC PAVEMENT.REMOVE AND DISPOSE EXISTING SERVICE PEDESTAL.
HIJKL
REMOVAL LIMITSEXISTING UTILITY EASEMENT
INDEX TO SHEETS
31 3435ADJUST EXISTING WATER METER TO GRADE.ADJUST EXISTING FIRE HYDRANT TO GRADE.
CONSTRUCT LIGHT POLE, CONDUIT AND WIRINGPER ELECTRICAL PLANS SHEETS 17 THROUGH 22.CONSTRUCT POLE AND POLE FOUNDATION PERDETAIL ON SHEET 14.
UTILITY CONSTRUCTION NOTE
32 3433ADJUST OCWD VAULT TO GRADE.
RELOCATE EXISTING ELECTRICAL PANEL PERELECTRICAL PLAN SHEETS 17 THROUGH 22.ADJUST OCWD CP TEST VALVE TO GRADE.
CONSTRUCTION NOTES
22212019181716151413121110987654
123
232426DOWEL INTO EXISTING CONCRETE PAVEMENT WITH #4BARS @ 18" OC, 12" DEEP INTO EXSTING ANDPROPOSED PAVEMENT.
CONSTRUCT 6' THICK, 1' WIDE LEVEL CONCRETESTRIP FOR SLIDING GATE TRACK.CONSTRUCT STABILIZED ENTRANCE PER DETAIL ONSHEET 28.CONSTRUCT 16' WIDE X 8' HIGH DOUBLE SWING GATEPER DETAILS ON SHEETS 23 THROUGH 28.CONSTRUCT 8' HIGH IRON MESH FENCE PER DETAILSON SHEETS 23 THROUGH 28. SCREENING MATERIALTO BE PROVIDED AND INSTALLED BY NORTH NET.CONSTRUCT CURB TO MOUNTABLE CURBTRANSITION PER DETAIL C ON SHEET 16.ADJUST AND/OR RELOCATE EXISTING UTILITY PERUTILITY PLAN SHEETS 12 THROUGH 14.FURNISH AND PLACE 4” OF GRAVEL OVER SUBGRADECOMPACTED TO 90% RELATIVE COMPACTION.SCREENING MATERIAL TO BE PROVIDED ANDINSTALLED BY NORTH NET.CONSTRUCT LIGHTING IMPROVEMENTS PERPER UTILITY PLAN SHEETS 12 THROUGH 14.PROPOSED PORTABLE SHIPPING CONTAINER(NON-PERMANENT) FOR TRAINING PURPOSES TO BEPROVIDED AND PLACED BY NORTH NET.CONSTRUCT REINFORCED CONCRETE STAIRWAY PERSPPWC STD. PLAN 640-4 (W=31';T=12";R=4";C=6") WITHMETAL HAND RAILINGS PER SPPWC STD. PLAN 605-4.CONSTRUCT 10' WIDE VARIABLE HEIGHT CURBTRANSITION (FROM 0” CF TO 6" CF) PER CITY OFANAHEIM STD. PLAN NO. 120.CONSTRUCT TYPE D (0” CF) CURB PER CITY OFANAHEIM STD. PLAN NO. 120.CONSTRUCT 4” PCC SIDEWALK PER CITY OFANAHEIM STD. PLAN NO. 110-B.8' HIGH SLIDING GATE TO BE PROVIDED ANDINSTALLED BY NORTH NET.CONSTRUCT CONCRETE BLOCK WALL PER PLAN ANDPROFILE ON SHEET 15.CONSTRUCT 12” AC DEEPLIFT SLOT PAVE.CONSTRUCT COMMERCIAL DRIVEWAY APPROACH,CASE 2, PER CITY OF ANAHEIM STD. PLAN NO. 115-B.WIDTH (W) = 24'. FURNISH AND PLACE 6" CMB UNDERDRIVEWAY.
CONSTRUCT 5" CONCRETE PAVEMENT OVER 6"CMB PER DETAIL D ON SHEET 16 AND EXPANSIONJOINT LAYOUT AND ELEVATIONS ON SHEET 11.CONSTRUCT VARIABLE HEIGHT CONCRETERETAINING CURB PER DETAIL A ON SHEET 16.CURB HEIGHT PER PLAN.FURNISH AND INSTALL METAL HAND RAILINGPER SPPWC STD. PLAN 606-4.CONSTRUCT MOUNTABLE CURB PER DETAIL B ONSHEET 16.CONSTRUCT TRUEGRID PAVING SYSTEM PERDETAIL E ON SHEET 16.CONSTRUCT TYPE D (6” CF) CURB PER CITY OFANAHEIM STD. PLAN NO. 120.
LEGENDPROPOSED CONCRETE PAVEMENT
PROPOSED CONCRETE BLOCK WALLPROPOSED PORTABLE SHIPPING CONTAINER(NON-PERMANENT) BY NORTH NET
PROPOSED CONCRETE BLOCKSLOUGH WALL
PROPOSED TRUE GRID PAVING SYSTEMPROPOSED GRAVEL AREA (4" DEEP)
PROPOSED HAND RAILPROPOSED FENCE
M
GENERAL NOTES FOR FLATLAND GRADING PLANSGENERAL NOTES FOR EROSION & SEDIMENT CONTROL PLANS12345678910 SignatureDateRCE No.:Exp. Date:424073/31/246/6/22
25FURNISH AND INSTALL TRUEGRID SUPERSPOTPARKING MARKERS TO DELINEATE DRIVEWAY.PLACE 5 ON EACH SIDE OF DRIVE AISEL AT 2' OC.27CONSTRUCT CONCRETE BLOCK WALL, TYPE 3, PERSPPWC STD. PLAN NO. 601-4. MATCH ADJACENT WALLMATERIAL AND COLOR.28JOIN EXISTING WALL PER DETAILS HEREON.
NO
30PRETECT IN PLACE.
A.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT ANANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.DISCHARGES OF MATERIAL OTHER THAN STORMWATER ARE ALLOWED ONLY WHENNECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICESAND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATERQUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION,OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLEUNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUIDCHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANT, GLUES, LIMES, PESTICIDES,HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKESOR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR ORBATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETEWASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANYENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; ANDSUPERCHLORINATED POTABLE WATER LINE FLUSHINGS.
10.THE FOLLOWING APPLIES ONLY TO COMMERCIAL/INDUSTRIAL OPERATIONS DISTURBINGLAND AREAS OF ONE TO FIVE ACRES.9.ANY EXISTING IRRIGATION LINES FOUND DURING CONSTRUCTION TO BE LOCATED WITHINTHE FUTURE RIGHT-OF-WAY ARE TO BE MAINTAINED IN SERVICE AND ENCASED IN A STEELSLEEVE OR REPLACED WITH CASTIRON PIPE.8.NO CUTS OR REMOVALS PERMITTED UNTIL THE FIELD ENGINEER MARKS DRIVEWAYLOCATION (S). CONTACT FIELD ENGINEER, AT (714) 765-5126, 24 HOURS PRIOR TOCOMMENCING WORK WITHIN THE RIGHT-OF-WAY.
7.BEFORE THE FORMS HAVE BEEN SET AND 24 HOURS PRIOR TO PLACEMENT OF ANYCONCRETE FOR SIDEWALK OR DRIVE APPROACH CONSTRUCTION, THE CONTRACTORSHALL ADJUST ALL NECESSARY UTILITIES WITHIN THE PARKWAY TO GRADE AND OBTAINAPPROVAL FROM FIELD ENGINEERING, (714) 765-5126.
6.THIS PLAN HAS BEEN EXAMINED AND IS APPROVED ONLY AS TO CONFORMANCE TO TITLE 17OF THE ANAHEIM MUNICIPAL CODE AND IS NOT APPROVED FOR HORIZONTAL OR VERTICALALIGNMENT OF STREET OR UTILITY GRADES. REVISIONS TO THIS GRADING PLAN MAY BEREQUIRED PRIOR TO APPROVAL OF THE FINAL SUBDIVISION MAP OR IMPROVEMENT PLANSIN ORDER TO CONFORM TO CITY STANDARDS AND POLICIES. THE DEVELOPER ISRESPONSIBLE FOR THE COST OF MODIFICATIONS DUE TO FINAL UTILITY OR STREETLOCATIONS.
5.THIS PLAN IS APPROVED FOR CONFORMANCE WITH THE PUBLIC WORKS DEPARTMENT’SREQUIREMENTS FOR THE GRADING ORDINANCE ONLY. APPROVAL OF ALL WALLS ANDSOUND ATTENUATION DEVICES SHOWN HEREON SHALL BE OBTAINED FROM THE PLANNINGDEPARTMENT.4.ALL IMPROVEMENTS TO BE CONSTRUCTED PER CITY OF ANAHEIM STANDARD DETAILS,UNLESS OTHERWISE NOTED ON PLAN.3.ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE A RIGHT-OF-WAYCONSTRUCTION PERMIT.2.NO GRADING SHALL COMMENCE WITHOUT FIRST OBTAINING A GRADING PERMIT ANDNOTIFYING FIELD ENGINEERING AT (714) 765-5126 48 HOURS IN ADVANCE FOR GRADINGINSPECTION.1.ALL WORK SHALL CONFORM TO TITLE 17 OF THE ANAHEIM MUNICIPAL CODE, THE STATECONSTRUCTION SAFETY ORDERS, AND ANY SPECIAL REQUIREMENTS OF THE PERMIT.ADD THE APPLICABLE NOTES TO YOUR ORIGINAL (S).
19.PRIOR TO ISSUANCE OF CERTIFICATION OF OCCUPANCY, AN "AS-GRADED" CERTIFICATIONMUST BE MADE ON THE ORIGINAL GRADING PLAN AND SUBMITTED WITH FINAL SOILREPORTS, INCLUDING SOIL FERTILITY REPORTS, TO BE APPROVED BY THE DIRECTOR OFPUBLIC WORKS/AND CITY ENGINEER.
18.BEFORE THIS GRADING PLAN IS "AS-GRADED," THE SOIL ENGINEER SHALL ATTEST IN THE"AS-GRADED" SOIL REPORT THAT HE HAS APPROVED THE DESIGN OF ALL CRIBWALLS,THAT HE HAS FIELD INSPECTED THE CONSTRUCTION OF THE CRIBWALLS AND HE SHALLCERTIFY THAT THE OVERALL SLOPE IS STABLE WITH THE CRIBWALL(S) IN PLACE.
17.PRIOR TO ISSUANCE OF A BUILDING PERMIT, ANY REVISIONS TO THE PAD MUST BE MADEON THE ORIGINAL GRADING PLAN AND A LETTER OF "AS-GRADED" PAD CERTIFICATIONMUST BE APPROVED BY THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER.
16.ALL REQUIREMENTS OF THE SOIL ENGINEER REPORT (S) DATED JULY 30, 2021 BYHARRINGTON GEOTECHNICAL AND ALL SUBSEQUENT REPORTS, ADDENDA,RECOMMENDATIONS, ETC. SHALL BE CONSIDERED PART OF THIS PLAN AND SHALL BECOMPLIED WITH, SUBJECT TO THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS/CITYENGINEER.
15.CITY OF ANAHEIM MONUMENT PRESERVATION NOTE PRIOR TO CONSTRUCTION, ALL SURVEYMONUMENTS THAT MAY BE DISTURBED SHALL BE TIED OUT AND A CORNER RECORD OF EACHMONUMENT SHALL BE SUBMITTED TO THE CITY SURVEYOR FOR APPROVAL, PIROR TO BEINGFILED WITH THE COUNTY SURVEYOR. FOLLOWING CONSTRUCTION ALL SURVEY MONUMENTSTHAT WERE DISTURBED SHALL BE RESET IN THEIR ORIGINAL POSITIONS AND A CORNERRECORD OF EACH MONUMENT SHALL BE SUBMITTED TO THE CITY SURVEYOR FORAPPROVAL, PRIOR TO BEING FILED WITH THE COUNTY SURVEYOR PURSUANT TO THEPROFESSIONAL LAND SURVEYORS ACT SECTION 8771 (D).
14.BUILDING PERMITS SHALL NOT BE ISSUED PRIOR TO (FINAL MAP, LOT LINEADJUSTMENT, CERTIFICATE OF COMPLIANCE) RECORDATION.13.THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALTER AT 1-800-422-4133 AMINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY.12.ANY VIOLATIONS WILL RESULT IN STOPPING OF ALL WORK UNTIL THEVIOLATIONS ARE CORRECTED.11.PRIVATE STREETS SHALL BE MONUMENTED BY A REGISTERED CIVIL ENGINEER OR LICENSEDLAND SURVEYOR IN THE SAME MANNER AS WOULD BE REQUIRED FOR THE MONUMENTATIONOF A PUBLIC STREET.
B.DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATEDSOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATEDGROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITYCONTROL BOARD.
DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR INSPECIFIED AND CONTROLLED TEMPORARY AREAS ON-SITE, PHYSICAL SEPARATEDFROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL INACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK INACCORDANCE WITH THE APPROVED PLANS. THIS INCLUDES, BUT IS NOT LIMITED TO,INSPECTION OF EROSION CONTROL MEASURES BEFORE RAINSTORMS WHEN THERE ISA 5-DAY FORECAST OF RAIN.
DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN OCTOBER 15AND APRIL 15 WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITEIS LEFT TO THE DISCRETION OF THE FIELD ENGINEER.DESILTING BASINS SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACHRAINSTORM. SILT AND DEBRIS SHALL BE REMOVED AND PROPERLY DISPOSED OF WHENTHE STORAGE CAPACITY IS MET.ALL SILT AND DEBRIS SHALL BE REMOVED FROM BEHIND ALL SANDBAGS AND PROPERLYDISPOSED OF WITHIN 24 HOURS AFTER EACH RAINSTORM.ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITEPROPERTY, SHALL BE REMOVED FROM THE SITE.GRADED AREAS ADJACENT TO SLOPES MUST DRAIN AWAY FROM THE TOP OF SLOPEAT THE CONCLUSION OF EACH WORKING DAY WHEN THERE IS A FORECAST OF RAIN.EXCEPT AS OTHERWISE APPROVED BY THE CITY ENGINEER, ALL DEVICES SHOWN ON THEPLAN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHENTHE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY ONLY BE REMOVED WHEN APPROVEDBY THE CITY ENGINEER IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERETHEY ARE NO LONGER REQUIRED.
A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THERAINY SEASONS (OCTOBER 15 TO APRIL 15). NECESSARY MATERIAL SHALL BE AVAILABLEONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO INSURE THE RAPID CONSTRUCTIONOF EMERGENCY DEVICES. THE AWARDED CONTRACTOR SHALL DESIGNATE A 24 HOURSEMERGENCY CONTACT.
SHEET NO.
CONSTRUCT FIBER ROLL PER SE-5 ON SHEET 30.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER TC-1 ON SHEET 30.CONSTRUCT CONCRETE WASHOUT PER WM-8 ONSHEET 30.TEMPORARY CONSTRUCTION FENCE WITH GREENSCREEN.TEMPORARY CONSTRUCTION GATE.
STREET SWEEPING PER SE-7.STAGING AREA PER DETAIL B ON SHEET 30.
CONSTRUCT TEMPORARY AC RAMP. PLACE 4" PVCPIPE AT GUTTER FLOW LINE TO DRAIN GUTTERFLOWS.
EROSION CONTROL NOTES4041424344454647
(150)
(151)
(152)
(153)
(146)
(150)
(151)
(152)
(147)(148)(149)(151) (151)(150)
(148.5)
(150.5)
(151.5)
(149.5)
(149.5)
(147.5) (148.5)
(148.5)(149.5)(150.5)(151.5)
(149.5) (149.5)
(150.5)
(150.5)
(151.5)
(151.5)
(151.5)
(146.5)(147.5)(148.5)(149.5)(150.5)(151.5)
(146.5)
(147.5)
(146.5)
(145.5)
(146.5)(145.5)(145.5)
(145.5) (147.5) (148.5)
(146.5)
(146.5) (147.5) (148.5)
(145.5)(145.5)
(146.5) (148.5)(144.5)(145.5)(146.5)
(146.5)
(143.5)
(144.5)
(148.5)
(146.5)
(150.5)(151.5)
(146.5)
(148)
(150)
(151)
(149)
(147) (148)
(149)
(149)(150)(151)(152)
(149) (149)(150) (150)
(151)
(151)
(152)(152)
(152)
(152)
(151)
(146) (147)(148)(149)(150)(151)
(147)
(148)(147)
(146)(146)
(146)(146) (147) (148)
(147) (148)(148)
(146)
(147)
(151)
(148)(149)(150)(151) (148)(149)(150)(151) (147)(148)(149)(150)(151) (150)(151) (149)
(148)
(148)
(145)
(146)
(146)
(144)
(147)
(147)
(150)(151)
(152)
+1000
+1100+1200+1300+1400+1500+1600+1682
+1000
+1100+1200+1300+1400+1500+1600+1682
SANTA ANA RIVER
ORANGEWOOD AVENUE
CITY OF ANAHEIMCITY OF ORANGERAMPART STREET
PROPOSEDPROPERTY LINEPROPERTY LINE/LIMITOF OCFCD R/WPROPERTY LINE/LIMITOF OCFCD R/W
IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
EX R/W
STORAGE BIN
GRADING LIMIT
GRADING LIMIT ORANGE COUNTY WATERDISTRICT UTILITY EASEMENT
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
3SITE PLAN
LEGENDEXISTING R/W OR PLPROPOSED R/WPROPOSED TCEPROPOSED PROJECT LIMITS
SITE PLAN
+1000+1100
+1200
+1300
+1400
+1500
+1600+1682
FP
OCFCDEX. CITY OF ANAHEIM EX. CITY OF ORANGE
RAMPART STREET
(30')(6')(24')
9'±
(45')
IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
30' OCWDEASEMENT
ULTIMATESTREET R/W
PROPOSED CITY BOUNDARY PERRECORD OF SURVEY NO. 2021-1098.
PROPOSED CITY BOUNDARY PERRECORD OF SURVEY NO. 2021-1098.
EX R/W
EX. CITY OF ANAHEIMEX. CITY OF ORANGE
SANTA ANA RIVER
ORANGEWOOD AVENUE
232-011-13
232-011-38232-011-37
OCFCD
IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
TOWNE CENTRE PL
ORANGEWOOD AVENUE
ENTRANCE TO BE CLOSEDPER ORANGEWOODWIDENING PROJECT
EX. ENTRANCE TO NORTHNET TRAINING CENTER
EX. ENTRANCE TO NORTHNET TRAINING CENTER
ENTRANCE TO BE CLOSEDPER ORANGEWOODWIDENING PROJECT
TOWNE CENTRE PL
EX R/WPROP R/W
PROP R/WEX R/W
(35')(35')(45')(45')52'47'57'62'12.5'
10'5'5'
10'5'
PROPERTY LINE/LIMITOF OCFCD R/W
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-1911512+25 MATCH LINE ~ SEE SHEET 5 MATCH LINE ~ SEE ABOVE RIGHT
MATCH LINE ~ SEE BELOW LEFT
4REMOVAL PLAN
REMOVAL NOTESABCDEFGHIJLN
PROTECT IN PLACE.EXISTING TREE HAS BEEN REMOVED. REMOVEEXSTING TREE STUMP TO 3' MINIMUM BELOWPROPOSED FINSIH GRADE.REMOVE AND DISPOSE EXISTING CURB.REMOVE AND DISPOSE EXISTING BLOCK WALL ANDFOOTING.SAWCUT, REMOVE AND DISPOSE EXISTING CONCRETEPAVEMENT.CLEAR AND GRUB EXISTING SITE.REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE.REMOVE AND DISPOSE EXISTING CURB AND GUTTER.REMOVE AND DISPOSE EXISTING CONCRETESIDEWALK.UTILITY TO BE RELOCATED AND/OR ADJUSTED PERUTILITY PLANS.CONTAINER TO BE RELOCATED (BY NORTH NET).REMOVE AND DISPOSE EXISTING AC PAVEMENT.
LEGENDREMOVAL LIMITSEXISTING UTILITY EASEMENTEXISTING BLOCK WALL TO PROTECTEXISTING BLOCK WALL TO REMOVEREMOVAL/ CONSTRUCTION PERORANGEWOOD WIDENING PROJECT (145.5)(145.5)
(145.5)
(145.5)(145.5)
(146.5)
(144.5) (146.5)
(146)
(146)
(146)(146)
(146)
(147)
(144)
(147)+1000
+1100 +1200
RAMPART STREETTOWNE CENTRE PL
SANTA ANA RIVER
CITY OF ANAHEIMCITY OF ORANGE
OCWD
OCSD
30' OCWDEASEMENT
(30')
(6')
(24')
PROPERTY LINE/LIMIT OF OCFCD R/W
B
C
F
ED
B
B BBBB
B B
B B B
G
F
AFENCE
GFENCE
AFENCE
EC
EE
AINLETATREE
B
G
AFH
HI
ED
C
CITY OF ANAHEIMCITY OF ORANGE
L
L JFH
IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
REMOVAL LIMITS
REMOVAL LIMITS
REMOVAL LIMITSAFENCE
G
G
JOIN EX FENCEJOIN EX FENCE
AC&G
AC&G
AC&G
ASIDEWALK
PROPERTY LINE/LIMIT OF OCFCD R/W
ASIGN
AWALL
REMOVAL LIMITSAWM
STA 2+96.13 (36.49'RT)BEGIN WALL REMOVAL
N1'
N
STA 2+15.88 (21.33'RT)JOIN EX.
STA 2+51.48 (21.14'RT)JOIN EX.N84°26'42"E4' STA 11+44.04 (22.76'L)PT STA 11+57.40 (28.29'L)PT
STA 11+91.56 (53.74'L)PT
STA 11+24.78 (22.55'L)PT
S19°19'42"W
JA
CL
STA 10+41.67BC
STA 10+98.50EC
(30')
C INTERSECTION10+00.00 CONSTRUCTION CENTERLINE2+33.71 RAMPART STREET=L (144.5)(145.5)(146.5)
(146.5)
(143.5)
(145)
(146)
(146)B
AFENCE
F
AFENCE
REMOVAL LIMITS
REMOVAL LIMITS
G
AFENCEJOIN EXFENCE
AC&G
AC&G
PROPERTY LINE/LIMIT OF OCFCD R/W
(30')(6')(24')STA 0+50.72 (32.20'RT)JOIN EX.
STA 0+69.74 (69.14'RT)JOIN EX.
RD LTCURVE DATAA-65°07'00"50.00'56.82'31.93'
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
12+25 MATCH LINE ~ SEE SHEET 4
15+00 MATCH LINE ~ SEE SHEET 6
5REMOVAL PLAN
LEGENDREMOVAL LIMITSEXISTING UTILITY EASEMENTEXISTING BLOCK WALL TO PROTECTEXISTING BLOCK WALL TO REMOVEREMOVAL/ CONSTRUCTION PERORANGEWOOD WIDENING PROJECT
REMOVAL NOTESABCDEFGJKMN
PROTECT IN PLACE.EXISTING TREE HAS BEEN REMOVED. REMOVEEXSTING TREE STUMP TO 3' MINIMUM BELOWPROPOSED FINSIH GRADE.REMOVE AND DISPOSE EXISTING CURB.REMOVE AND DISPOSE EXISTING BLOCK WALL ANDFOOTING.SAWCUT, REMOVE AND DISPOSE EXISTING CONCRETEPAVEMENT.CLEAR AND GRUB EXISTING SITE.REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE.UTILITY TO BE RELOCATED AND/OR ADJUSTED PERUTILITY PLANS.REMOVE AND DISPOSE EXISTING LIGHT POLE ANDFOUNDATION. CAP EXISTING CONDUIT AND WIRING.SAWCUT EXISTING WALL TO A STRAIGHT CLEAN LINE.CONSTRUCT 1" THICK MORTAR CAP ON EXPOSEDWALL AND FOR THE ENTIRE WALL HEIGHT.REMOVE AND DISPOSE EXISTING AC PAVEMENT. (150.5)(151.5)
(146.5)(147.5)(148.5)(149.5)(150.5)(151.5)
(146.5)
(147.5)
(146.5)
(145.5)
(146.5)
(147.5) (148.5)
(146.5) (147.5)
(146.5)
(151)
(152)
(152)
(147)(148)(149)(150)(151)
(147)
(148)(147)
(146)
(147) (148)
(147) (148)(148)
(147)(148)(149)(150)(151)
(148)
(147)
+1300 +1400 +15
SANTA ANA RIVER
UTILITIES ANDSTORM WATERFILTRATION AREA(PROTECT)
8" SD
JOIN EX FENCEJOIN EX FENCE
19'
C
D
J
K
ELECTRICALEQUIPMENT
BLOCK WALL (39')
E
A
AB B B
B B B B
B B
B B
BB B B
B
AFENCE
AFENCE
F F
OCWDVAULT JOCWD VAULT
EC CF
E
D
42'GAMH
CITY OF ANAHEIMCITY OF ORANGE CITY OF ANAHEIMCITY OF ORANGE
REMOVAL LIMITS
REMOVAL LIMITS
REMOVAL LIMITS
E
PROPERTY LINE/LIMIT OF OCFCD R/W
PROPERTY LINE/LIMIT OF OCFCD R/W
STA 13+27.66BEGIN PROTECT WALLSTA 13+66.82END PROTECT WALL GFENCE
AFH
MM
N19°19'42"E
N
STA 13+06.06 (54.75'L)PTSTA 13+26.17 (41.42'L)END CURB REMOVALSTA 13+75.28 (42.85'L)PT STA 14+08.30 (43.14'L)PT STA 14+08.47 (23.99'L)PT
STA 13+75.30 (41.85'L)BEGIN CURB REMOVALAINLET
CL
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
15+00 MATCH LINE ~ SEE SHEET 5
6REMOVAL PLAN
LEGENDREMOVAL LIMITSEXISTING UTILITY EASEMENTEXISTING BLOCK WALL TO PROTECTEXISTING BLOCK WALL TO REMOVEREMOVAL/ CONSTRUCTION PERORANGEWOOD WIDENING PROJECT * NOTE: THERE IS A POSSIBILITY THAT THE ORANGEWOODREMOVALS/ IMPROVEMENTS MAY NOT BE DONE BY THE TIMETHIS PROJECT IS CONSTRUCTED. CONTRACTOR SHALLCOORDINATE WITH ORANGEWOOD WIDENING CM OMARALAMEDDINE AT (949) 533-3012 ([email protected])TO AVOID CONFLICTS
REMOVAL NOTESABDEFGJO
PROTECT IN PLACE.EXISTING TREE HAS BEEN REMOVED. REMOVEEXSTING TREE STUMP TO 3' MINIMUM BELOWPROPOSED FINSIH GRADE.REMOVE AND DISPOSE EXISTING BLOCK WALL ANDFOOTING.SAWCUT, REMOVE AND DISPOSE EXISTING CONCRETEPAVEMENT.CLEAR AND GRUB EXISTING SITE.REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE.UTILITY TO BE RELOCATED AND/OR ADJUSTED PERUTILITY PLANS.REMOVE AND DISPOSE EXISTING SERVICE PEDESTAL. (152)
(153)
(151.5)
(148.5)(149.5)(150.5)(151.5)
(149.5)
(149.5)(150.5)(151.5)
(148.5)
(148.5)
(150.5)(151.5)
(149)
(149)(150)(151)(152)
(149) (149)(150)
(150)(151)(152)
(150)(151)
(149)
(148)
(150)(151) (152)
+00 +1600 +1682
CITY OF ANAHEIMCITY OF ORANGE
JOIN EXFENCE
* IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
ORANGEWOOD AVENUE
30' OCWDEASEMENT
RIDGE LINE(JOIN EX)
G
STRUCTURE
E
SANTA ANA RIVER
AA
B B
B B
AFENCE
B
B
OPED
AMH MH
AFENCE
G AC/G
ARAMP
G
F
D
JOCWDCP TESTVALVE
REMOVAL LIMITS
REMOVAL LIMITSE
* WALL CONSTRUCTION PERORANGEWOOD WIDENING PROJECT
PROPERTY LINE/ LIMITOF OCFCD R/W
ATSPB
AGATEAFENCE
ASIGN
* WALL TO BE REMOVED PERORANGEWOOD WIDENING PROJECT
VARIESG
1'
N19°19'42"E
AINLET
CL
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
12+25 MATCH LINE ~ SEE SHEET 8
7GRADING PLAN
MATCH LINE ~ SEE BELOW LEFT
MATCH LINE ~ SEE ABOVE RIGHT
NOTESDRIVEWAY ENTRANCE TO BE USEDFOR EMERGENCIES ONLY
CONSTRUCTION NOTES
212019181716151312111098765412
2426DOWEL INTO EXISTING CONCRETE PAVEMENT WITH #4BARS @ 18" OC, 12" DEEP INTO EXSTING ANDPROPOSED PAVEMENT.
CONSTRUCT 6' THICK, 1' WIDE LEVEL CONCRETESTRIP FOR SLIDING GATE TRACK.CONSTRUCT 8' HIGH IRON MESH FENCE PER DETAILSON SHEETS 23 THROUGH 28. SCREENING MATERIALTO BE PROVIDED AND INSTALLED BY NORTH NET.CONSTRUCT CURB TO MOUNTABLE CURBTRANSITION PER DETAIL C ON SHEET 16.ADJUST AND/OR RELOCATE EXISTING UTILITY PERUTILITY PLAN SHEETS 12 THROUGH 14.FURNISH AND PLACE 4” OF GRAVEL OVER SUBGRADECOMPACTED TO 90% RELATIVE COMPACTION.SCREENING MATERIAL TO BE PROVIDED ANDINSTALLED BY NORTH NET.CONSTRUCT LIGHTING IMPROVEMENTS PERPER UTILITY PLAN SHEETS 12 THROUGH 14.PROPOSED PORTABLE SHIPPING CONTAINER(NON-PERMANENT) FOR TRAINING PURPOSES TO BEPROVIDED AND PLACED BY NORTH NET.CONSTRUCT 10' WIDE VARIABLE HEIGHT CURBTRANSITION (FROM 0” CF TO 6" CF) PER CITY OFANAHEIM STD. PLAN NO. 120.CONSTRUCT TYPE D (0” CF) CURB PER CITY OFANAHEIM STD. PLAN NO. 120.CONSTRUCT 4” PCC SIDEWALK PER CITY OF ANAHEIMSTD. PLAN NO. 110-B.8' HIGH SLIDING GATE TO BE PROVIDED ANDINSTALLED BY NORTH NET.CONSTRUCT CONCRETE BLOCK WALL PER PLAN ANDPROFILE ON SHEET 15.CONSTRUCT 12” AC DEEPLIFT SLOT PAVE.CONSTRUCT COMMERCIAL DRIVEWAY APPROACH,CASE 2, PER CITY OF ANAHEIM STD. PLAN NO. 115-B.WIDTH (W) = 24'. FURNISH AND PLACE 6" CMB UNDERDRIVEWAY.CONSTRUCT 5" CONCRETE PAVEMENT OVER 6"CMB PER DETAIL D ON SHEET 16 AND EXPANSIONJOINT LAYOUT AND ELEVATIONS ON SHEET 11.CONSTRUCT VARIABLE HEIGHT CONCRETERETAINING CURB PER DETAIL A ON SHEET 16.CURB HEIGHT PER PLAN.FURNISH AND INSTALL METAL HAND RAILINGPER SPPWC STD. PLAN 606-4.CONSTRUCT TRUEGRID PAVING SYSTEM PERDETAIL E ON SHEET 16.CONSTRUCT TYPE D (6” CF) CURB PER CITY OFANAHEIM STD. PLAN NO. 120. 25FURNISH AND INSTALL TRUEGRID SUPERSPOTPARKING MARKERS TO DELINEATE DRIVEWAY.PLACE 5 ON EACH SIDE OF DRIVE AISEL AT 2' OC.
LEGEND
PROPOSED CONCRETE BLOCK WALLPORTABLE SHIPPING CONTAINERS(NON-PERMANENT) BY NORTH NET
PROPOSED CONCRETE RETAININGCURBPROPOSED HAND RAILPROPOSED FENCE REMOVAL/ CONSTRUCTION PERORANGEWOOD WIDENINGPROJECT (SEE SHEET 9)PROPOSED CUT / FILL LINE
EXISTING BLOCK WALL TO REMAIN
EXISTING CONTOURSPROPOSED CONTOURS
PROPOSED TRUE GRID PAVINGSYSTEMPROPOSED CONCRETE PAVEMENT PROPOSED GRAVEL AREA(4" DEEP)
146146
(144.5) (146.5)
(146)
(147)
(144)
(147)+1000
+1100 +1200
145
146
146 147
144.5144.5144.5
145.5 145.5
145.5 146.5
146.5146.5
146
146
RAMPART STREET
SANTA ANA RIVER
40'X56'SFR
STA 10+41.67BC
B
B
146.91 TC146.41 FSAPARTMENTPROP
3.63%
2.67%
2.22%
2.58%
3.05%
3.29% 2.01%
CITY OF ANAHEIMCITY OF ORANGE
(30')
(6')
(24')
7'
4'3'7'
41.68'±
9'±
14'
3.5'
21 15
2 170.64%
(45')
16 2
0.68%1.31%
A
B
9 18
9 11
11 10
87 6
5 52
12 1 1
6 1' CITY OF ANAHEIMCITY OF ORANGE
15 2'1'
21 2.03%
0.64%0.59%
0.59%
STA 10+98.50EC C
4 C INTERSECTION10+00.00 CONSTRUCTION CENTERLINE2+33.71 RAMPART STREET=L 19 6'
OCWD
OCSD
30' OCWDEASEMENT
JOIN EXEX FH
146.75 FS147.15 TC146.65 FS
REGRADE @ 2%FROM EX C&G
ULTIMATESTREET R/W
13 145.92 TC145.42 FS145.37 TC145.37 FS
9.4%2.0%10.3%2.0%10%10%11
24 HP
PROPERTYLINE/ LIMIT OFOCFCD R/W PROPERTY LINE/LIMIT OF OCFCD R/W HP
REGRADETO EX BW
L=27.23'L=10'
L=48.51'
MATCH EX SURFACE@ EX FENCE
12'EX R/WEX C&G
PROTECT EX S/WSTA 1+99.49END EX S/W
5'GB
2%A
A
6'1' TOP OF SLOPEBOTTOM OF SLOPE2' @ 4:1GRADE2' 3.24%3.44%5.10%
4.97%3.12%3.32%5.98%
8.22%
6.21%
6.21%6.63%
6.89% 4.55%1.27%
2% 5.24%
(SHEET 10)(SHEET 10)
144.65 FS144.58 FS(144.72 TC)(144.09 FL)JOIN EX.
(144.88 TC)(144.21 FL)JOIN EX.144.57 FS144.49 FSX
X(SHEET 8)
1925
25 N84°26'42"E
S19°19'42"W
STA 11+57.40 (28.29'L)PT JOIN EX.(146.82 FS)
STA 11+12.28 (66.50'L)JOIN EX. WALL(147.30 FS)26
STA 11+44.04 (22.76'L)PT JOIN EX.(147.02 FS)STA 11+24.78 (22.55'L)PT JOIN EX.(147.28 FS) STA 11+91.56 (53.74'L)PT JOIN EX.(146.18 FS)
STA 2+98.55 (37.01'RT)JOIN EX. WALL
FF(SHEET 10)
STA 11+10.16 (18.84'R)PRC146.08 TC145.58 FS
STA 10+40.61 (12.03'R)BC145.08 TC145.08 FS
STA 10+88.29 (23.66'R)JOIN EX. FENCE
STA 11+19.66 (21.76'R)JOIN EX. FENCE
STA 11+98.55 (1.20'R)PT CURB146.41 FS
26STA 11+99.10 (48.81'L)END CURB146.66 TC146.16 FS
STA 11+25.00 (18.81'R)146.17 TC145.67 FSSTA 11+50.00 (18.84'R)146.33 TC145.83 FSSTA 11+75.00 (18.96'R)146.49 TC145.99 FSSTA 12+00.00 (19.18'R)146.65 TC146.15 FS STA 10+36.36 (12.02'L)END WALL145.21 FSSTA 10+36.36 (12.02'R)END WALL145.06 FS STA 10+36.05 (22.01'R)END WALL
CUTFILLCUTFILLCUTMATCHCUTMATCH
CUTFILLCUTFILL
CUTFILL
CUTMATCHCUTMATCH
CUTFILLCUTMATCH
CL
(144.5)
(143.5)
(145)
(146)
146145.5146.5144144144
145146
144.5145.518
216'JOIN EX FENCE
PROPERTYLINE/ LIMIT OFOCFCD R/WMATCH EX SURFACE@ EX FENCE MATCH EX SURFACE@ EX FENCE
6'12'EX R/WREGRADE @ 2%FROM EX C&GEX C&G
6'1'2'TOP OF SLOPEBOTTOM OF SLOPE2' @ 4:1GRADE7.42%
7.76%
8.69%8.81%7.81%
9.09%19.02%20.89%
24.25%
2%2% 2%
CUTMATCH
CUTMATCH
CUTMATCH
CUTMATCH
CUTMATCH
RD LTCURVE DATACBA-65°07'00"50.00'56.82'31.93'65°30'20" 75.00' 85.75' 48.25'01°40'04" 6626.00' 192.86' 96.44'
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
12+25 MATCH LINE ~ SEE SHEET 7
15+00 MATCH LINE ~ SEE SHEET 9
8GRADING PLANSECTION X-X (SHEET 7)N.T.S.
CONSTRUCTION NOTES
222120191817161514654
123
2326DOWEL INTO EXISTING CONCRETE PAVEMENT WITH #4BARS @ 18" OC, 12" DEEP INTO EXSTING ANDPROPOSED PAVEMENT.CONSTRUCT STABILIZED ENTRANCE PER DETAIL ONSHEET 28.CONSTRUCT 16' WIDE X 8' HIGH DOUBLE SWING GATEPER DETAILS ON SHEETS 23 THROUGH 28.CONSTRUCT 8' HIGH IRON MESH FENCE PER DETAILSON SHEETS 23 THROUGH 28. SCREENING MATERIALTO BE PROVIDED AND INSTALLED BY NORTH NET.CONSTRUCT CURB TO MOUNTABLE CURBTRANSITION PER DETAIL C ON SHEET 16.ADJUST AND/OR RELOCATE EXISTING UTILITY PERUTILITY PLAN SHEETS 12 THROUGH 14.FURNISH AND PLACE 4” OF GRAVEL OVER SUBGRADECOMPACTED TO 90% RELATIVE COMPACTION.SCREENING MATERIAL TO BE PROVIDED ANDINSTALLED BY NORTH NET.CONSTRUCT LIGHTING IMPROVEMENTS PERPER UTILITY PLAN SHEETS 12 THROUGH 14.PROPOSED PORTABLE SHIPPING CONTAINER(NON-PERMANENT) FOR TRAINING PURPOSES TO BEPROVIDED AND PLACED BY NORTH NET.CONSTRUCT REINFORCED CONCRETE STAIRWAY PERSPPWC STD. PLAN 640-4 (W=31';T=12";R=4";C=6") WITHMETAL HAND RAILINGS PER SPPWC STD. PLAN 605-4.CONSTRUCT 5" CONCRETE PAVEMENT OVER 6"CMB PER DETAIL D ON SHEET 16 AND EXPANSIONJOINT LAYOUT AND ELEVATIONS ON SHEET 11.CONSTRUCT VARIABLE HEIGHT CONCRETERETAINING CURB PER DETAIL A ON SHEET 16.CURB HEIGHT PER PLAN.FURNISH AND INSTALL METAL HAND RAILINGPER SPPWC STD. PLAN 606-4.CONSTRUCT MOUNTABLE CURB PER DETAIL B ONSHEET 16.CONSTRUCT TRUEGRID PAVING SYSTEM PERDETAIL E ON SHEET 16.CONSTRUCT TYPE D (6” CF) CURB PER CITY OFANAHEIM STD. PLAN NO. 120.
LEGEND
PROPOSED CONCRETE BLOCK WALLPORTABLE SHIPPING CONTAINERS(NON-PERMANENT) BY NORTH NET
PROPOSED CONCRETE RETAININGCURBPROPOSED HAND RAILPROPOSED FENCE REMOVAL/ CONSTRUCTION PERORANGEWOOD WIDENINGPROJECT (SEE SHEET 9)PROPOSED CUT / FILL LINE
EXISTING BLOCK WALL TO REMAIN
EXISTING CONTOURSPROPOSED CONTOURS
PROPOSED TRUE GRID PAVINGSYSTEMPROPOSED CONCRETE PAVEMENT PROPOSED GRAVEL AREA(4" DEEP)
146146
(150.5)(151.5)
(151.5)
(146.5)(147.5)(148.5)(149.5)(150.5)(151.5)
(148.5)
46.5) (147.5)
(146.5)
(151)
(152)
(152)
(147)(148)(149)(150)(151)
(147) (148)(148)
(147)(148)(149)(150)(151)
(147)
+1300 +1400 +15
147 148146.5 147.5
147 147.5
149150151
148.5149.5150.5
147147 148147.5
SANTA ANA RIVER
24'X50'STORAGE
C
C
D
D
APARTMENTPROP2.00%
3.5'
19'±
19'
20'25'
24.68'
24'
2'1'
5'
156
15219
19 118
116
116'
0.68%1.31% 5
1 1 117
17 2
H
IG
F
5 D
22 320 200.64%
CITY OF ANAHEIMCITY OF ORANGE CITY OF ANAHEIMCITY OF ORANGE6 6 2121 2317'x4'
1431' STAIRS
1.31%15'415'4 0.68%
0.64%0.64%0.64% 0.64%
1.72%
1.79%
1.31%
C
UTILITIES ANDCLARIFIER AREA(PROTECT) EX DRAINAGE INLET8" SD OCWD
OCSD
PROPOSEDPROPERTY LINE
148.52 TC148.02 FS
JOIN EX
147.83 TC147.33 TS147.00 BS148.04 TC147.54 TS147.21 BS
PROPERTY LINE/LIMIT OF OCFCD R/W
147.78 FS148.31 TC147.81 FS
(SHEET 10)(SHEET 10)
1 39' BLOCK WALLTO REMAINSTA 13+27.66BEGIN PROTECT WALLSTA 13+66.82END PROTECT WALLS19°19'42"W STA 12+25.00 (19.49'R)146.81 TC146.31 FSSTA 12+50.00 (19.89'R)146.97 TC146.47 FSSTA 12+75.00 (20.39'R)147.13 TC146.63 FS STA 13+00.00 (20.98'R)147.29 TC146.79 FS
STA 13+50.00 (22.31'R)147.62 TC147.12 FSSTA 13+75.00 (24.00'R)147.78 TC147.28 FS STA 14+00.00 (25.89'R)147.94 TC147.44 FSSTA 14+25.00 (27.78'R)148.10 TC147.60 FSSTA 14+50.00 (29.67'R)148.26 TC147.76 FSSTA 14+75.00 (31.56'R)148.42 TC147.92 FS STA 15+00.00 (33.45'R)148.58 TC148.08 FS
STA 13+60.42 (22.90'R)EC147.68 TC147.18 FS
STA 13+46.62 (22.20'R)BC147.59 TC147.09 FS
STA 13+44.64 (25.30'R)JOIN EX. FENCE
STA 13+02.76 (23.98'R)JOIN EX. FENCE
STA 13+05.54 (0.25'R)PT CURB147.14 FS
STA 13+04.10 (49.74'L)END CURB148.03 TC147.53 FSSTA 13+06.06 (54.75'L)PT; JOIN EX.(147.51 FS)STA 13+26.17 (41.42'L)EC; END CURB; JOIN EX.(148.06 TC)(147.66 FS)STA 13+75.29 (41.85'L)END CURB; JOIN EX.(148.57 TC)(148.15 FS)STA 14+02.31 (42.09'L)BC148.55 TC148.05 FSSTA 14+07.35 (37.13'L)EC148.57 TC148.07 FSSTA 14+07.43 (27.98'L)EC148.72 TC148.22 FS STA 14+02.48 (22.94'L)BC148.74 TC148.24 FSSTA 13+65.57 (17.97'L)PT CURB148.44 TC147.94 FS STA 13+65.52 (21.91'L)PT CURB(148.51 TC)(148.01 FS)STA 13+74.91 (18.05'L)PT CURB148.53 TC148.03 FS STA 13+74.85 (22.69'L)PT CURB148.60 TC148.10 FS18
26 OCWD FO
STA 14+08.47 (23.99'L)PT; JOIN EX.(148.28 FS)
STA 14+08.30 (43.14'L)PT; JOIN EX.(148.00 FS)
STA 14+25.00 (24.14'L)(148.25 FS)STA 14+50.00 (24.36'L)(148.21 FS)STA 14+75.00 (24.58'L)(148.23 FS) STA 13+41.28 (22.06'R)PT CURB147.56 TC147.06 FS
STA 13+31.26 (22.67'R)PT CURB147.33 TC147.00 FSSTA 13+15.26 (22.26'R)PT CURB147.22 TC146.89 FSSTA 13+05.29 (21.12'R)PT CURB147.33 TC146.83 FS STA 13+03.00 (21.06'R)EC147.31 TC146.81 FS
STA 12+67.56 (0.59'R)END CURB147.21 TS146.88 FSSTA 12+36.54 (0.86'R)END CURB147.00 TS146.67 FS
2.29%1.19%
2.17%
1.28%
1.03%
STA 13+26.34 (22.27'L)EC; END CURB148.43 TC147.93 FS
STA 13+21.30 (27.22'L)BC148.35 TC147.85 FS
STA 13+21.22 (36.37'L)BC148.26 TC147.76 FS
GB LINEHP
CUTFILLCUTFILL
CUTFILLCUTFILL
CUTFILL
CUTFILL
CUTFILL
CUTFILL
CUTFILLCUTFILL
CUTFILL
CUTFILL CUTFILL CUTFILL
CUTFILLCUTFILL
CUTMATCH
CUTMATCH
CL
RD LTCURVE DATAFC-
90°00'00" 5.00' 7.85' 5.00'GHI
01°40'04" 6626.00' 192.86' 96.44'90°00'00" 5.00' 7.85' 5.00'90°00'00" 5.00' 7.85' 5.00'90°00'00" 5.00' 7.85' 5.00'D02°49'43" 280.00' 13.82' 6.91'2% EX. R/W
EX FS
8'6'7'3'4'2'1' 6.1%1.8%1.4%10%
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
15+00 MATCH LINE ~ SEE SHEET 8
9GRADING PLAN
CONSTRUCTION NOTES
2119181716
12 CONSTRUCT 8' HIGH IRON MESH FENCE PER DETAILSON SHEETS 23 THROUGH 28. SCREENING MATERIALTO BE PROVIDED AND INSTALLED BY NORTH NET.ADJUST AND/OR RELOCATE EXISTING UTILITY PERUTILITY PLAN SHEETS 12 THROUGH 14.FURNISH AND PLACE 4” OF GRAVEL OVER SUBGRADECOMPACTED TO 90% RELATIVE COMPACTION.SCREENING MATERIAL TO BE PROVIDED ANDINSTALLED BY NORTH NET.CONSTRUCT LIGHTING IMPROVEMENTS PERPER UTILITY PLAN SHEETS 12 THROUGH 14.
CONSTRUCT TRUEGRID PAVING SYSTEM PERDETAIL E ON SHEET 16.CONSTRUCT TYPE D (6” CF) CURB PER CITY OFANAHEIM STD. PLAN NO. 120. * NOTE: THERE IS A POSSIBILITY THAT THE ORANGEWOODREMOVALS/ IMPROVEMENTS MAY NOT BE DONE BY THE TIMETHIS PROJECT IS CONSTRUCTED. CONTRACTOR SHALLCOORDINATE WITH ORANGEWOOD WIDENING CM OMARALAMEDDINE AT (949) 533-3012 ([email protected])TO AVOID CONFLICTS 15PROPOSED PORTABLE SHIPPING CONTAINER(NON-PERMANENT) FOR TRAINING PURPOSES TO BEPROVIDED AND PLACED BY NORTH NET.
LEGEND
PROPOSED CONCRETE BLOCK WALLPORTABLE SHIPPING CONTAINERS(NON-PERMANENT) BY NORTH NET
PROPOSED CONCRETE RETAININGCURBPROPOSED HAND RAILPROPOSED FENCE REMOVAL/ CONSTRUCTION PERORANGEWOOD WIDENINGPROJECT (SEE SHEET 9)PROPOSED CUT / FILL LINE
EXISTING BLOCK WALL TO REMAIN
EXISTING CONTOURSPROPOSED CONTOURS
PROPOSED TRUE GRID PAVINGSYSTEMPROPOSED CONCRETE PAVEMENT PROPOSED GRAVEL AREA(4" DEEP)
146146
(151.5)
(151.5)
(149.5)
(149.5)(150.5)(151.5)
(148.5)
(150.5)(151.5)
(149)
(152)
(149) (149)(150)
(150)(151)(152)
(150)(151)
(149) (150)(151) (152)
+00 +1600 +1682149 150148.5 149.5
151152
ORANGEWOOD AVENUE
40'X60'VENT PROP
SANTA ANA RIVER
E
E
CITY OF ANAHEIMCITY OF ORANGE
3.5'
19' 0.51%
15 0.64%16
2 16
2.0'
3.0'
4.12%
110.0%
0.29%
1 1
17 21
1 1E
15 1840.6'
15.0' 15.0'0.51%
0.64%
4.56%
16'
0.51%
19 IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
* IMPROVEMENTS PERORANGEWOOD WIDENINGPROJECT
EX DRAINAGE INLET
30' OCWDEASEMENT
RIDGE LINE(JOIN EX)RIDGE LINE
(152.20 BW)
(152.20 BW)
(152.27 BW)
149.00 FSGB148.66 FS
PROPERTYLINE/ LIMIT OFOCFCD R/W(SHEET 10)
2117
* WALL IMPROVEMENTSPER ORANGEWOODWIDENING PROJECT* EX R/W PRE ORANGEWOODWIDENING PROJECT* PROP R/W POST ORANGEWOODWIDENING PROJECT S19°19'42"W
STA 15+25.00 (35.34'R)148.74 TC148.24 FSSTA 15+50.00 (34.89'R)148.90 TC148.40 FS STA 15+75.00 (33.18'R)149.06 TC148.56 FSSTA 16+00.00 (31.01'R)149.19 TC148.69 FSSTA 16+25.00 (28.38'R)149.32 TC148.82 FS STA 16+50.00 (24.79'R)149.71 TC149.21 FS
STA 15+00.00 (24.80'L)(148.32 FS)STA 15+25.00 (25.02'L)(148.46 FS)STA 15+50.00 (25.24'L)(148.64 FS)STA 15+75.00 (25.46'L)(148.84 FS)STA 16+00.00 (25.68'L)(148.98 FS)STA 16+41.94 (24.68'L)END EX. WALLSTA 16+25.00 (25.90'L)(149.10 FS)STA 16+41.94 (24.29'L)END CURB149.68 TC149.18 FSSTA 16+41.90 (21.29'L)PT CURB149.65 TC149.15 FSSTA 16+52.38 (21.17'L)PT CURB150.70 TC150.20 FSSTA 16+68.19 (18.10'R)PT CURB150.58 TC150.08 FSSTA 16+62.90 (19.15'R)PT CURB150.39 TC149.89 FSSTA 16+63.49 (22.10'R)PT CURB150.27 TC149.77 FS STA 16+43.64 (29.05'R)JOIN EX. FENCE
STA 16+72.66 (23.83'R)JOIN EX FENCESTA 16+42.97 (26.19'R)EC149.41 TC148.91 FSSTA 15+31.65 (35.84'R)BC148.78 TC148.28 FS GG(SHEET 10)
STA 16+41.98 (26.05'L)(149.19 FS)
CUTFILL CUTFILL
CUTFILLCUTFILL
CUTFILL CL
RD LTCURVE DATAE-04°43'09" 1357.00' 111.77' 55.92'
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
10GRADING SECTIONS
REMOVAL NOTESACDEF
CONSTRUCTION NOTES
211814612
26DOWEL INTO EXISTING CONCRETE PAVEMENT WITH #4BARS @ 18" OC, 12" DEEP INTO EXSTING ANDPROPOSED PAVEMENT.CONSTRUCT 8' HIGH IRON MESH FENCE PER DETAILSON SHEETS 23 THROUGH 28. SCREENING MATERIALTO BE PROVIDED AND INSTALLED BY NORTH NET.FURNISH AND PLACE 4” OF GRAVEL OVER SUBGRADECOMPACTED TO 90% RELATIVE COMPACTION.CONSTRUCT REINFORCED CONCRETE STAIRWAY PERSPPWC STD. PLAN 640-4 (W=31';T=12";R=4";C=6") WITHMETAL HAND RAILINGS PER SPPWC STD. PLAN 605-4.CONSTRUCT 5" CONCRETE PAVEMENT OVER 6"CMB PER DETAIL D ON SHEET 16 AND EXPANSIONJOINT LAYOUT AND ELEVATIONS ON SHEET 11.CONSTRUCT TRUEGRID PAVING SYSTEM PERDETAIL E ON SHEET 16.CONSTRUCT TYPE D (6” CF) CURB PER CITY OFANAHEIM STD. PLAN NO. 120.PROTECT IN PLACE.REMOVE AND DISPOSE EXISTING CURB.REMOVE AND DISPOSE EXISTING BLOCKWALL AND FOOTING.SAWCUT, REMOVE AND DISPOSE EXISTINGCONCRETE PAVEMENT.CLEAR AND GRUB EXISTING SITE.LEGEND
PROPOSED TRUE GRID PAVINGSYSTEMPROPOSED CONCRETE PAVEMENT PROPOSED GRAVEL AREA(4" DEEP)
SECTION A-A (SHEET 7)N.T.S.
FENCEAPROP. PL
12'
2%
GRADETO JOIN
EX C&GA
EX. R/W
6'6' 18211'2'4:1SLOPE
EX FS
SECTION B-B (SHEET 7)N.T.S.
FENCE
CONCPVMT
D
E F
A
16 2
A
PROP. PL
EX FS
HP26
CONCPVMT
SECTION C-C (SHEET 8)N.T.S.
D
E F
C
F 16 6 2
14 A
FENCEAPROP. PL
EX FS26
CONCPVMT
SECTION D-D (SHEET 8)N.T.S.
F
D
E 121 186
A
1 FENCEA
PROP. PL
EX FS
HPJOIN
FENCE
CONCPVMT
SECTION E-E (SHEET 9)N.T.S.
A
F
D
E
12 A
PROP. PL
EX FS
SW8.00'
SECTION G-G (SHEET 9)N.T.S.
PROPR/W
SLOPE 3:1 MAX
1 EX C&G
EX FS
PROP C&G FROMORANGEWOODWIDENING PROJECT21
EXR/W
2F
SECTION F-F (SHEET 7)N.T.S.
18 212EX FSF
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
11CONCRETE PAVING LAYOUT AND PRECISE GRADING
LEGEND
FINISH SURFACE (FS) ELEVATIONPROPOSED ELEVATION CONTOUR100.00CONSTRUCTION JOINT(SEE DETAIL SHT 16)PROPOSED CONCRETE PAVEMENT
PROPOSED CONCRETE RETAININGCURB
(147.5) (148.5)
(146.5)
(148.5)
46.5) (147.5)
(148.5)
(146.5)
(147) (148)
(146) (147)
(147) (148)(147)
+1100 +1200 +1300
147
146.5
147146.5 147.5
147146.5
147.5
146.5
147147147.5146
146 16'
CITY OF ANAHEIMCITY OF ORANGECITY OF ANAHEIMCITY OF ORANGE (146.18 FS)(146.55 FS)(147.03 FS)(147.48 FS)(146.34 FS) (146.79 FS)
146.82 FS146.94 FS 147.93 FS147.76 FS147.32 FS146.97 FS146.57 FS146.50 FS 146.90 FS147.37 FS147.61 FS
147.78 FS21'31'30'30'14' 30'
ULTIMATE STREET R/W
(147.02 FS)146.87 FS(147.28 FS)
(147.30 FS)
148.02 FS146.65 FS
147.53 FS
(146.12 FS)146.16 FS25'
27'
27' 27'
27' 27' 27'
27'27'
24'6'
JOIN EX
(147.66 FS)
(147.51 FS)DOWELS INTO EXISTING CONCRETE@ 18" OC (SEE SHTS 7 & 8)
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
12+25 MATCH LINE ~ SEE SHEET 13
12UTILITY PLAN
UTILITY CONSTRUCTION NOTE31
35ADJUST EXISTING WATER METER TO GRADE.
CONSTRUCT LIGHT POLE, CONDUIT AND WIRING PERELECTRICAL PLANS SHEETS 17 THROUGH 22.CONSTRUCT POLE AND POLE FOUNDATION PERDETAIL ON SHEET 14.34ADJUST EXISTING FIRE HYDRANT TO GRADE.
STREET LIGHT CONDUIT/ WIRING
36RELOCATE EXISTING ELECTRICAL PANEL PERELECTRICAL PLAN SHEETS 17 THROUGH 22.
LEGEND
PROPOSED CONCRETE BLOCK WALLPORTABLE SHIPPING CONTAINERS(NON-PERMANENT) BY NORTH NET
PROPOSED CONCRETE RETAININGCURBPROPOSED HAND RAILPROPOSED FENCEREMOVAL/ CONSTRUCTION PERORANGEWOOD WIDENINGPROJECT
EXISTING BLOCK WALL TO REMAIN
PROPOSED TRUE GRID PAVINGSYSTEMPROPOSED CONCRETE PAVEMENT PROPOSED GRAVEL AREA(4" DEEP)
RAMPART STREET
SANTA ANA RIVER
66"WAT (OCWD) @ 15'± S/O CL78"SEW (OCSD) @ 22'± S/O CLFO @ 7'± S/O CL 10"WAT VARIES
SL @ 26'± E/O CL3"GAS @ 21'± E/O CL12"WAT @ 17'± E/O CL10"SD VARIES6"WAT VARIES 31 EX FH
31 34
35 CITY OF ANAHEIMCITY OF ORANGE
36 DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
12+25 MATCH LINE ~ SEE SHEET 12
15+00 MATCH LINE ~ SEE SHEET 14
UTILITY CONSTRUCTION NOTES
13UTILITY PLAN
32ADJUST OCWD VAULT TO GRADE.31CONSTRUCT LIGHT POLE, CONDUIT AND WIRING PERELECTRICAL PLANS SHEETS 17 THROUGH 22.CONSTRUCT POLE AND POLE FOUNDATION PERDETAIL ON SHEET 14.
STREET LIGHT CONDUIT/ WIRING
LEGEND
PROPOSED CONCRETE BLOCK WALLPORTABLE SHIPPING CONTAINERS(NON-PERMANENT) BY NORTH NET
PROPOSED CONCRETE RETAININGCURBPROPOSED HAND RAILPROPOSED FENCEREMOVAL/ CONSTRUCTION PERORANGEWOOD WIDENINGPROJECT
EXISTING BLOCK WALL TO REMAIN
PROPOSED TRUE GRID PAVINGSYSTEMPROPOSED CONCRETE PAVEMENT PROPOSED GRAVEL AREA(4" DEEP)
SANTA ANA RIVER
66"WAT (OCWD) @ 15'± S/O CL78"SEW (OCSD) @ 22'± S/O CLFO @ 7'± S/O CL18"SD VARIES 8"SEW VARIES12"SD VARIES10"SD VARIES6"WAT VARIES10"SD VARIESWAT VARIES 32 32
313131
CITY OF ANAHEIMCITY OF ORANGE
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
15+00 MATCH LINE ~ SEE SHEET 13
14UTILITY PLAN
UTILITY CONSTRUCTION NOTES3133ADJUST OCWD CP TEST VALVE TO GRADE.CONSTRUCT LIGHT POLE, CONDUIT AND WIRING PERELECTRICAL PLANS SHEETS 17 THROUGH 22.CONSTRUCT POLE AND POLE FOUNDATION PERDETAIL ON SHEET 14.30PROTECT IN PLACE. * NOTE: THERE IS A POSSIBILITY THAT THE ORANGEWOODREMOVALS/ IMPROVEMENTS MAY NOT BE DONE BY THE TIMETHIS PROJECT IS CONSTRUCTED. CONTRACTOR SHALLCOORDINATE WITH ORANGEWOOD WIDENING CM OMARALAMEDDINE AT (949) 533-3012 ([email protected])TO AVOID CONFLICTS
STREET LIGHT CONDUIT/ WIRING
LEGEND
PROPOSED CONCRETE BLOCK WALLPORTABLE SHIPPING CONTAINERS(NON-PERMANENT) BY NORTH NET
PROPOSED CONCRETE RETAININGCURBPROPOSED HAND RAILPROPOSED FENCEREMOVAL/ CONSTRUCTION PERORANGEWOOD WIDENINGPROJECT
EXISTING BLOCK WALL TO REMAIN
PROPOSED TRUE GRID PAVINGSYSTEMPROPOSED CONCRETE PAVEMENT PROPOSED GRAVEL AREA(4" DEEP)ORANGEWOOD AVENUE
SANTA ANA RIVER
48"SEW (OCSD) VARIES
SL @ 37'± S/O CL (ABANDON)
FO (AT&T) @32±' S/O CL
66"WAT (OCWD) @ 15'± S/O CL78"SEW (OCSD) @ 22'± S/O CLFO @ 7'± S/O CL 10"SD VARIES6"WAT VARIES
313131
30 33
*IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
*WALL IMPROVEMENTSPER ORANGEWOODWIDENING PROJECT*EX R/W PRE ORANGEWOODWIDENING PROJECT*PROP R/W POSTORANGEWOOD WIDENINGPROJECT 30 30
30REMOVE PEDESTALPER SHEET 6
CITY OF ANAHEIMCITY OF ORANGE
ANCHOR BOLTS
9'-0"3'-0" DIA
FINISHED GRADE
1" CHAMFER AROUNDPERIMETER
HAND HOLELIGHT POLE
BASE COVER
UNDERGROUND CONDUITS & WIRE ASSHOWN ON PLANSCONCRETEFOUNDATIONREINFORCING BAR #4 VERT. & #3HORIZ. MAX 12" O.C. MIN 3" FROMSURFACE OF CONCRETE HORIZ. &VERT. RE-BARS TO BE WIREDTOGETHER N.T.S.POLE FOUNDATION DETAIL3"
3" CLR(TYP)
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
15BLOCK WALL PLAN AND PROFILE
PROFILESCALE
10+0010+5011+00
150149148147146145144
150149148147146145144
154153152151153152151
143142141140139
143142141140139
CONSTRUCTION NOTECONSTRUCT CONCRETE BLOCK WALL, TYPE 3, PERSPPWC STD. PLAN NO. 601-4. MATCH ADJACENTWALL MATERIAL AND COLOR.27 DETAIL BSCALE: 1"=5'
PLAN
A
APROPOSED WALL
SECTION A-A
SAWCUT EXIST.WALL AT JOINEXPANSION JOINT BETWEENWALLS PER DETAILS HEREON
PLACE FULL HEIGHTREINFORCEMENT TOMATCH VERTICALWALL REINFORCEMENT
TOP OF FOOTINGELEVATION
PROTECT EX WALLEXISTING WALLTO BE REMOVED
EX WALL TO REMAIN
JOIN EXISTING WALL PER DETAILS HEREON.28
* THIS GATE WILL ONLY BE USED FOR EMERGENCIESAND IT WILL REMAIN CLOSED EXCEPT DURINGEMERGENCIES. +1000
146145.5145.5
146
(145.5)(145.5)(145.5)
(146.5)
(144.5)
(146)
(146)(146)
+1000
146145.5145.5
146J K2727+1000+1010 +1040+1050+1060+1070+1080
+200 +300RAMPART STREET
(30')
(6')
(24')(45')
STA 10+89.00 - LOL BLOCK WALL B =EC; END WALL B; JOIN EXSTA 2+96.19, (36.00' RT) - RAMPART STREET STA 10+34.00 - LOL BLOCK WALL B =BC; BEGIN WALL BSTA 2+44.92, (36.00' RT) - RAMPART STREET *SLIDE GATEBY NORTH NET
STA 10+00.00 - LOL BLOCK WALL A =BC; BEGIN WALL ASTA 2+13.17, (36.00' RT) - RAMPART STREETSTA 10+10.00 - LOL BLOCK WALL A =EC; END WALL ASTA 2+22.50, (36.00' RT) - RAMPART STREET WALL B
EX C&GEX R/WWALL A
ULTIMATESTREET R/W
DETAIL B
EX WALL TOBE REMOVED
(36')
28 RD LTCURVE DATAKJ-01°04'08" 536.00' 10.00' 5.00'05°52'31" 536.00' 54.96' 27.51' (145.28 FS)(145.21 FS)(145.02 FS)(144.99 FS)(145.04 FS)(145.19 FS)(145.20 FS)(145.24 FS)(145.34 FS)(145.50 FS)(145.82 FS)(145.86 FS) 144.93 FS144.99 FS145.06 FS145.12 FS145.18 FS145.42 FS145.79 FS146.15 FS146.51 FS146.88 FS147.24 FS STA 10+00.00BC; BEGIN WALLSTA 10+10.00EC; END WALL10' LF WALLTOTAL H=8'8" 144.46 TOF
153.13 TOW4'-9"
STA 10+34.00BC; BEGIN WALL
STA 10+89.00EC; END WALL55' LF WALLTOTAL H=8'8"
144.46 TOF
153.13 TOW4'-9"
4'-9"
153.80 TOW
145.13 TOF
TOTAL H=8'8"STA 10+61
PROP FS @FACE/BACKOF WALLEX FS @ BACKOF WALL
PROPFENCESLIDE GATE(BY OTHERS)
EX FS @ FACEOF WALL
EX FS @ FACEOF WALL
EX WALL
PROP FS @FACE OF WALL
(153.80 TOW)
Elevation
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
16CONSTRUCTION DETAILS
NTSVARIABLE HEIGHT CURBA NTSCURB TO MOUNTABLE CURB TRANSITIONCNTSMOUNTABLE CURBB
NTSCONCRETE PAVINGD NTSTRUEGRID PAVING SYSTEME
6"
CF VARIES
6"1 12" TOP OF CURB (TC)PER PLAN
FINISH SURFACE (FS)PER PLAN
MOUNTABLE CURB
CURB10' FS
6" MINROUGH BROOM FINISHW/ 4" SHINER
F PERPLANLFS PERPLANTC PERPLAN
ROUGH BROOM FINISHON ALL GUTTERS
5.PROVIDE 4" SHINER IN GUTTER.
(S.J.)CONTROL/SCORE JOINT
CONCRETE PAVING
90% COMPACTED SUBGRADE6" THICK CLASS II AGGREGATE BASE
5"
7"
7"
(E.J.)EXPANSION JOINT
CONCRETE PAVING
90% COMPACTED SUBGRADE6" THICK CLASS II AGGREGATE BASE
5"
FINISH GRADE
12" TYPEA. WAY
SPEED DOWEL WITH SLEEVE AT 18" O.C. AT ALL COLDJOINTS AND EXPANSION JOINTS W/#4 REBAR, SLEEVEMODEL NO. PSD09/#4 TX. WITH BASE, MODEL NO.PSD/#4 BX OR APPROVED EQUAL. AVAIL THROUGH:GREENSTREAK (800) 325-9504, DOWELS SHALL BE 6"MIN. CLR. FROM OUTSIDE EDGE OF WALK.
1. EXPANSION JOINTS AT 30' O.C. MAX. IN WALKS ORAS NOTED PER PLAN, IF LESS THAN 30'. ALSO SEEGENERAL CONSTRUCTION NOTES.2. SCORE JOINTS AT 6' O.C. MAX. OR AS NOTED PERPLAN. JOINTS TO BE TOOLED 1" DEEP EVERY 6',EACH WAY.3. EXPANSION JOINTS PER GREEN BOOK.4. CONCRETE STRENGTH SHALL BE 3,250 PSI5. ALL CONCRETE SHALL HAVE A CROSS SLOPE NOTGREATER THAN 2%6. ALL CONCRETE MUST COMPLY WITH ADAREGULATIONS. 1/8" TOOLED SCORE JOINT WITH 1/8" RADIUSBULLNOSE EDGE. TOOL DEPTH TO BE 1/4 TO1/3 OF CONCRETE DEPTH TO DEPRESSAGGREGATE NOTES:
2 12"CLRMIN 3" CLR
#3 BAR @ 16" O.C.EACH WAY, TYP.
1/4" RADIUS ATALL EDGES
1/4" EXP. JOINT WITH 1/8" RADIUS TOOLED EDGE.
THICKENED EDGE
REBAR GRID @ 16" O.C. NOT TOSPAN EXPANSION JOINT
REBAR GRID @ 16"O.C. NOT TO SPANEXPANSION JOINT
NOTES:
GRAVEL FILL HEAVY LOAD TRUEGRID PRO PLUS
TRUEGRID BLOCK REFERENCE VIEW1.2.3.4.NO STAKING NECESSARY WITH TRUEGRID PRO PLUS WHENSLOPE IS BELOW 10 DEGREES. ASSESS PROJECT, AS NEEDED.
NOTES:SUB-BASE DEPTH AND PREPARATION IS DEPENDENT ON SITECONDITIONS PLUS LOADING REQUIREMENTS.TRUEGRID PRO PLUS PRODUCTS ARE SUFFICIENTLYRATED FOR H-20 /HS-20 LOADING AND GREATER.TRUEGRID PRO PLUS PRODUCTS DESIGNED FOR LOADCAPACITIES OF 120,000 LBS PER SQ. FT. TRUEGRID PRODUCTSSTRENGTHEN WITH FILL MATERIAL.PREASSEMBLED & DELIVERED IN 4' X 4' SHEET.RECONFIGURED AS NEEDED.NO EXTRATOOLING OR ACCESSORIES REQUIRED
TRUE GRID PERMEABLE PAVING SYSTEM
1.8"8"
TRUEGRID FILL MATERIAL 1.8” DEPTHANY AGGREGATE 3/4" DIA. OR 5/8"DIA./CLEAN, WASHED SUB-BASE3/4" OR 1" CLEAN, WASHED ANGULAR STONEFOR DETENTION CONSIDERATIONS. I.E. #57STONE OR CLASS II TYPE ROAD BASE,COMPACTED WHEN NO DETENTION ORHEAVY DRAINAGE NEEDED.ADJOINING FINISH GRADETRUEGRID SURFACE FLUSHOR SLIGHTLY RECESSED NG @ 90% RELATIVECOMPACTION
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S ACCOUNT NUMBERRA2021-03736__ CITY OF ANAHEIM CALIFORNIAFOUNDED 1857CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTHNET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net QUALITY AND EXELLENCE IN ENGINEERING AND DESIGN SOLUTIONS 17162 GOTHARD STREET HUNTINGTON BEACH, CA 92647 PHONE: 714-465-5200 FAX: 714-242-9499RCP2021-19115 ET24-1TITLE 24 COMPLIANCE REPORT
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S ACCOUNT NUMBERRA2021-03736__ CITY OF ANAHEIM CALIFORNIAFOUNDED 1857CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTHNET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net QUALITY AND EXELLENCE IN ENGINEERING AND DESIGN SOLUTIONS 17162 GOTHARD STREET HUNTINGTON BEACH, CA 92647 PHONE: 714-465-5200 FAX: 714-242-9499RCP2021-19115 Vinh Vu17162 Gothard StreetHuntington Beach, CA 92647714-465-520011/15/2021 ET24-2TITLE 24 COMPLIANCE REPORT
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
23CONSTRUCTION DETAILS - FENCE
12" MIN1" MAXCLEARANCEABOVE GROUND
SLOPE @ 1%
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
24CONSTRUCTION DETAILS - FENCE
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
25CONSTRUCTION DETAILS - FENCE
DOUBLE SWING GATE
SLOPE @ 1%
PRESS ONPOST CAP (TYP)
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
26CONSTRUCTION DETAILS - FENCE
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
27CONSTRUCTION DETAILS - FENCE
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
28CONSTRUCTION DETAILS - FENCE
1 3
STABILIZED ENTRANCE/EXITSCALE: NTS
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
29EROSION CONTROL PLAN & NOTES 13+25 MATCH LINE ~ SEE BELOW LEFT 13+25 MATCH LINE ~ SEE ABOVE RIGHT
GENERAL EROSION AND SEDIMENT CONTROL NOTES:.
. ,, , .
EROSION AND SEDIMENT AND WIND CONTROL MEASURES
.Maintenance Notes
FIBER ROLLSTEMPORARY CONSTRUCTION FENCECONCRETE WASHFINISHED GRADE CONTOUREXISTING GRADE CONTOURAPPROXIMATE PROPERTY BOUNDARY SET CONSTRUCTION FENCE BACK TO ACCOUNTFOR REQUIRED SIGHT DISTANCE.
STABILIZED CONSTRUCTION ENTRANCE/EXIT
CONSTRUCT FIBER ROLL PER SE-5 ON SHEET 30.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER TC-1 ON SHEET 30.CONSTRUCT CONCRETE WASHOUT PER WM-8 ONSHEET 30.TEMPORARY CONSTRUCTION FENCE WITH GREENSCREEN.TEMPORARY CONSTRUCTION GATE.
STREET SWEEPING PER SE-7.STAGING AREA PER DETAIL B ON SHEET 30.
CONSTRUCT TEMPORARY AC RAMP. PLACE 4" PVCPIPE AT GUTTER FLOW LINE TO DRAIN GUTTERFLOWS.
EROSION CONTROL NOTES4041424344454647
PROPOSED TRUE GRID PAVINGSYSTEMPROPOSED CONCRETE PAVEMENT PROPOSED GRAVEL AREA(4" DEEP)
46.5) (147.5)
(144.5)
(143.5)
(144.5)
(146.5)
(146.5)
(148)
(146)
(147)
(147)
(151)
(148)(149)(150)(151) (148)(149)(150)(151) (151)
(145)
(146)
(144)
(147)
(147)
+1000
+1100 +1200 +1300145146
146147
144.5144.5144.5
145.5145.5145.5 146.5 147146.5
147146.5147.5
146.5
146146145.5146.5
146
144144144145146144.5145.5
RAMPART STREET
TOWNE CENTRE PL40'X56'SFR
APARTMENTPROPAPARTMENTPROPCITY OF ANAHEIMCITY OF ORANGE (30')(6')(24')
7'41.68'±
9'±
19'±
19'
14'
3.5'
24'
2'1'
5'(45')
16'
2'1'
C INTERSECTION10+00.00 CONSTRUCTION CENTERLINE2+33.71 RAMPART STREET=L 6'JOIN EX FENCE
JOIN EX WALL
OCWD
OCSD
30' OCWDEASEMENT
JOIN EXULTIMATESTREET R/W
PROPERTY LINE/LIMIT OCFCD R/WPROPERTY LINE/LIMIT OCFCD R/W
PROPOSEDPROPERTY LINE
12'EX R/W
12'EX R/WEX C&GEX C&GEX S/W
6' HP
SANTA ANA RIVER
40 404041
4645 43 44 42
40 40
454546
47 (152)
(153)
(151)
(151.5)
(151.5)
(149.5)
(149.5)
(150.5)
(150.5)
(151.5)
(151.5)
(151.5)
(146.5)(147.5)(148.5)(149.5)(150.5)(151.5)
(148.5)
(148.5)
(150.5)(151.5)
(149)
(152)
(149) (149)(150)
(150)
(151)
(151)
(152)
(152)
(152)
(147)(148)(149)(150)(151)
(148)(148)
(147)(148)(149)(150)(151) (150)(151)
(149) (150)(151) (152)
+1400 +1500 +1600 +1682148 149150147.5 148.5 149.5
149150151148.5149.5150.5147147148147.5
15115224'X50'STORAGE40'X60'VENT PROP
SANTA ANA RIVER3.5'
20'25'
17' 19'
2.0'3.0'40.6'15.0'15.0'
16.19'
UTILITIES ANDCLARIFIER IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
IMPROVEMENTS PERORANGEWOODWIDENING PROJECT
EX DRAINAGE INLET
EX DRAINAGE INLET8" SD
OCWDOCSD
PROPOSEDPROPERTY LINE
30' OCWDEASEMENT
RIDGE LINE(JOIN EX)RIDGE LINEJOIN EX
PROPERTY LINE/LIMIT OCFCD R/W
CITY OF ANAHEIMCITY OF ORANGE
SANTA ANA RIVER
ORANGEWOOD AVENUE
40 40 40
40 DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS 38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857
CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.net GRA2021-03736RCP2021-19115
30EROSION CONTROL DETAILS
WASHOUT
+1400GENERAL NOTES:LEGEND
CONSTRUCTION NOTES:
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.netGRA2021-03736RCP2021-1911531 STORMWATER DIVERSION CIVIL OVERVIEW Corporate OfficeTel: (714) 667-2300Fax: (714) 667-2310One City Boulevard West, Suite 1800Orange, California 92868www.eecenvironmental.com
CONSTRUCTION NOTES:
GENERAL CONSTRUCTION NOTES:LEGEND
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.netGRA2021-03736RCP2021-1911532 STORMWATER DIVERSION CIVIL DETAILS Corporate OfficeTel: (714) 667-2300Fax: (714) 667-2310One City Boulevard West, Suite 1800Orange, California 92868www.eecenvironmental.com
GENERAL NOTES:CONSTRUCTION NOTES:LEGEND
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.netGRA2021-03736RCP2021-1911533 STORMWATER DIVERSION CIVIL DETAILS Corporate OfficeTel: (714) 667-2300Fax: (714) 667-2310One City Boulevard West, Suite 1800Orange, California 92868www.eecenvironmental.com
GENERAL NOTESLEGEND
NUMBERITEM DESCRIPTIONPART SIZEMATERIAL NOTES
EMBEDDED DEPTH FOR ALL THREADED STUDSDIAMETEREMBEDDED DEPTHHOLE DEPTHHOLE DIA.
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.netGRA2021-03736RCP2021-1911534 STORMWATER DIVERSION CIVIL DETAILS Corporate OfficeTel: (714) 667-2300Fax: (714) 667-2310One City Boulevard West, Suite 1800Orange, California 92868www.eecenvironmental.com
+1400GENERAL NOTES:
CONSTRUCTION NOTES:
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.netGRA2021-03736RCP2021-1911535 STORMWATER DIVERSION ELECTRICAL OVERVIEW Corporate OfficeTel: (714) 667-2300Fax: (714) 667-2310One City Boulevard West, Suite 1800Orange, California 92868www.eecenvironmental.com LEGEND
1234567824VAC24VAC
910111213
NNNNN
N1416 FU1FU2FU3FU4FU5CR1
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.netGRA2021-03736RCP2021-1911536 NEW STORMWATER DIVERSION VALVE CONTROL PANEL LAYOUT Corporate OfficeTel: (714) 667-2300Fax: (714) 667-2310One City Boulevard West, Suite 1800Orange, California 92868www.eecenvironmental.com
GENERAL NOTES
GENERAL NOTES
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.netGRA2021-03736RCP2021-1911537 NEW STORMWATER DIVERSION VALVE CONTROL PANEL SCHEMATIC Corporate OfficeTel: (714) 667-2300Fax: (714) 667-2310One City Boulevard West, Suite 1800Orange, California 92868www.eecenvironmental.com
GENERAL NOTESCONSTRUCTION NOTES:
DEPARTMENT OF PUBLIC WORKSCITY OF ANAHEIMIMPROVEMENT PLANS FORR E V I S I O N S CASE NUMBERS38 CITY OF ANAHEIM CALIFORNIAFOUNDED 1857CITY OF ANAHEIMDEPARTMENT OF PUBLIC WORKSNORTH NET FIRE TRAINING CENTERR E F E R E N C E S
NORTH NET FIRE TRAINING CENTER IMPROVEMENTS
200 SOUTH ANAHEIM BLVD. #276ANAHEIM, CA 92805(714) 765-5176www.anaheim.netGRA2021-03736RCP2021-1911538 EXISTING STORMWATER DIVERSION CONTROL PANEL Corporate OfficeTel: (714) 667-2300Fax: (714) 667-2310One City Boulevard West, Suite 1800Orange, California 92868www.eecenvironmental.com