B08_Att_No__2_Section_C_Drawings_for_Cottonwood.pdf

PDF 15 MB Posted Aug 4, 2025

Attached to: MCCAIN VALLEY COTTONWOOD CG IMPROVEMENTS
Solicitation number: 140L1225R0003
Issued by: Department of the Interior Bureau of Land Management California Region

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Written by GovTribe AI · Aug 4, 2025

These are final construction documents for the Cottonwood Campground Water System Upgrade and Campsite Improvements project, located in McCain Valley, California, prepared for the Bureau of Land Management's California Desert District Office in Moreno Valley. The comprehensive set of 21 technical drawings details a water system infrastructure upgrade, including precise site plans, water alignment tables, horizontal and vertical control specifications, and detailed technical drawings for various infrastructure components.

The drawings provide extensive technical specifications for water main installations, including pipe bedding details, trench backfill requirements, thrust and anchor block installations, and specific details for water valves, hydrants, storage tanks, and well head enclosures. The project involves removing existing campground infrastructure like fire pits, picnic tables, and water storage tanks, and replacing them with new water system components, yard hydrants, concrete pads, and associated mechanical and structural elements across multiple campground locations. The design incorporates detailed elevation profiles, alignment tables, and engineering specifications to guide the construction and infrastructure upgrade process.

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Other files

File	Type	Posted
B08_Att_No__1_Section_C_Specifications_for_Cottonwood.pdf	PDF	Aug 4, 2025
Sol_140L1225R0003.pdf	PDF	Aug 4, 2025
B08_Att_No__3__Environmental_Assessment_for_Cottonwood.pdf	PDF	Aug 4, 2025
B08_Att_No__5_Bid_Schedule.pdf	PDF	Aug 4, 2025
B08_Att_No__4_WD.pdf	PDF	Aug 4, 2025

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INTERSTATE

LARK CANYON

CAMPGROUND

COTTONWOOD

CAMPGROUND

McCAIN VALLEY ROAD

HIGHWAY 94

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGMENT

COTTONWOOD CAMPGROUND

WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

McCAIN VALLEY, CALIFORNIA

CALIFORNIA DESERT DISTRICT OFFICE

MORENO VALLEY, CALIFORNIA

VICINITY MAP SHEET INDEX

SHEET NO. SHEET DESCRIPTION

4-6 7-9

12-17 18-21

TITLE SHEET

GENERAL NOTES

COTTONWOOD SURVEY CONTROL

COTTONWOOD REMOVAL PLAN

COTTONWOOD SITE PLAN

COTTONWOOD WATER HORIZONTAL CONTROL

COTTONWOOD WATER ALIGNMENT TABLES

COTTONWOOD WATER PLAN AND PROFILE

DETAILS

CALIFORNIA STATE MAP

BOULEVARD

FINAL CONSTRUCTION DOCUMENTS

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DATE

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DATE

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SHEET

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REVIEWED BY

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BUREAU OF LAND MANAGEMENT

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DATE

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DRAWN BY

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AutoCAD SHX Text 06/01/2020

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CALIFORNIA DESERT DISTRICT OFFICE

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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TITLE SHEET

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PROJECT LOCATION

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EDGE OF GRADED/AGGREGATE SURFACE

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EDGE OF PAVED SURFACE

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TREE/BRUSH LINE

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WIRE ROPE/POST AND CHAIN BARRIER

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ROCK OUTCROPPING/BOULDERS

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PICNIC TABLE

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FIRE PIT

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BUILDING

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CHAIN LINK FENCE

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SIGN

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POST/BOLLARD

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HYDRANT

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WATER VALVE

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OVERHEAD POWER TRANSMISSION TOWER

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OVERHEAD POWER TRANSMISSION LINE

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CONCRETE PAVEMENT

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EDGE OF GRADED/AGGREGATE SURFACE

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EDGE OF PAVED SURFACE

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WATER LINE

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WIRE ROPE/POST AND CHAIN BARRIER

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SHELTER WITH PICNIC TABLE

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PICNIC TABLE

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FIRE PIT

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YARD HYDRANT WITH CONCRETE PAD

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RETAINING WALL

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PLACED EXCAVATED BOULDER

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PAY STATION PROPOSED LOCATION

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CULVERT

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PARKING BUMPER

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CULTURALLY SIGNIFICANT AREA

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TRASH BIN

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MANUAL AIR/VACUUM RELEASE

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DATE

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SHEET

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REVIEWED BY

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BUREAU OF LAND MANAGEMENT

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DATE

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DRAWN BY

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CALIFORNIA DESERT DISTRICT OFFICE

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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GENERAL NOTES

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AutoCAD SHX Text GENERAL NOTES: 1. ALL REFERENCES TO ANY PUBLISHED STANDARDS OR CODES SHALL REFER TO THE LATEST LOCALLY ADOPTED EDITION OF SAID STANDARD OR ALL REFERENCES TO ANY PUBLISHED STANDARDS OR CODES SHALL REFER TO THE LATEST LOCALLY ADOPTED EDITION OF SAID STANDARD OR CODE, UNLESS SPECIFICALLY STATED OTHERWISE. 2. THE CONTRACTOR SHALL HAVE A STAMPED AGENCY APPROVED SET OF PLANS AND SPECIFICATIONS AT THE WORK SITE DURING THE CONTRACTOR SHALL HAVE A STAMPED AGENCY APPROVED SET OF PLANS AND SPECIFICATIONS AT THE WORK SITE DURING CONSTRUCTION. CONSTRUCTION SHALL NOT PROCEED UNTIL THIS SET OF DOCUMENTS IS ISSUED WITH INCLUDED REVISIONS AND COMMENTS MADE BY THE APPLICABLE AGENCIES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE. 4. THE CONTRACTOR SHALL VERIFY, IN THE FIELD, ALL ELEVATIONS, DIMENSIONS, EXISTING CONDITIONS, AND POINTS OF CONNECTION WITH THE CONTRACTOR SHALL VERIFY, IN THE FIELD, ALL ELEVATIONS, DIMENSIONS, EXISTING CONDITIONS, AND POINTS OF CONNECTION WITH EXISTING ROADWAYS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE GOVERNMENT BEFORE PROCEEDING WITH THE WORK. IF THE CONTRACTOR CHOOSES TO PROCEED, THE WORK WILL BE CONDUCTED AT CONTRACTOR'S RISK AND INCUR ALL COSTS, IF ANY, TO RESOLVE THE ISSUE TO THE SATISFACTION OF THE GOVERNMENT. 5. THE CONTRACTOR SHALL CONTACT UTILITY NOTIFICATION CENTER (SOUTHERN CALIFORNIA DIGALERT) AT 811 AT LEAST 2 WORKING DAYS, BUT THE CONTRACTOR SHALL CONTACT UTILITY NOTIFICATION CENTER (SOUTHERN CALIFORNIA DIGALERT) AT 811 AT LEAST 2 WORKING DAYS, BUT NOT MORE THAN 14 CALENDAR DAYS, PRIOR TO THE START OF WORK. 6. EXISTING UTILITIES SHALL BE EXPOSED TO VERIFY THEIR VERTICAL AND HORIZONTAL LOCATIONS. AT A MINIMUM, LOCATIONS SHOULD BE AT EXISTING UTILITIES SHALL BE EXPOSED TO VERIFY THEIR VERTICAL AND HORIZONTAL LOCATIONS. AT A MINIMUM, LOCATIONS SHOULD BE AT PROPOSED UTILITY IMPROVEMENT CROSSINGS OR WHERE EXCAVATION IS EXPECTED TO EXCEED 24 INCHES ABOVE THE UTILITY. 7. THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY MONUMENTATION FOR THE PROJECT, THE BASIS OF BEARING AND PROJECT DATUM THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY MONUMENTATION FOR THE PROJECT, THE BASIS OF BEARING AND PROJECT DATUM ARE PROVIDED ON THE SURVEY CONTROL AND EXISTING CONDITIONS SHEET. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM APPLICABLE AGENCIES. ANY EARTH DISTURBING THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM APPLICABLE AGENCIES. ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS WILL NOT BEGIN UNTIL ALL PERMITS HAVE BEEN APPROVED. 9. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL AND SECURITY. 10. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE GOVERNMENT FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT DRAWINGS. 11. ALL EXISTING STRUCTURES, FENCES, SIGNS, AND IMPROVEMENTS DESTROYED, DAMAGED, OR REMOVED DUE TO THE CONSTRUCTION OF THE ALL EXISTING STRUCTURES, FENCES, SIGNS, AND IMPROVEMENTS DESTROYED, DAMAGED, OR REMOVED DUE TO THE CONSTRUCTION OF THE PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE SHOWN ON THE PLANS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DISPOSAL SITE FOR ALL UNUSABLE MATERIAL REMOVED FROM THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DISPOSAL SITE FOR ALL UNUSABLE MATERIAL REMOVED FROM THE PROJECT. REMOVE AND DISPOSE OF MATERIAL LEGALLY OFF THE PROJECT. SUBMIT A STATEMENT DOCUMENTING THE NATURE AND QUANTITY OF MATERIAL PROCESSED OR SOLD FOR RECYCLING. OTHERWISE, SUBMIT A SIGNED COPY OF THE DISPOSAL AGREEMENT BEFORE DISPOSAL BEGINS. 13. EXCAVATIONS SHALL BE PROTECTED FROM ENCROACHMENT BY PERSONS AS REQUIRED IN THE SPECIFICATIONS. PROTECTION SHALL BE PLACED EXCAVATIONS SHALL BE PROTECTED FROM ENCROACHMENT BY PERSONS AS REQUIRED IN THE SPECIFICATIONS. PROTECTION SHALL BE PLACED AT THE END OF THE WORKING DAY OR WHEN NO ONE IS PRESENT ON SITE. 14. THERE IS NO EXISTING TOPSOIL ANTICIPATED WITHIN THE LIMITS OF CONSTRUCTION. THERE IS NO EXISTING TOPSOIL ANTICIPATED WITHIN THE LIMITS OF CONSTRUCTION. 15. FINAL CONNECTIONS TO EQUIPMENT SHALL BE AS PER MANUFACTURER'S WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. CONTRACTOR SHALL FINAL CONNECTIONS TO EQUIPMENT SHALL BE AS PER MANUFACTURER'S WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. 16. WORK REQUIRED TO INSTALL THE FACILITIES, SYSTEMS, AND OTHER ITEMS SHOWN ON THE PLANS SHALL INCLUDE ALL EQUIPMENT, WORK REQUIRED TO INSTALL THE FACILITIES, SYSTEMS, AND OTHER ITEMS SHOWN ON THE PLANS SHALL INCLUDE ALL EQUIPMENT, APPURTENANCES, AND INCIDENTALS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL RESULT. 17. EQUIPMENT ALLOWED ONLY IN DESIGNATED WORKING AREAS TO MINIMIZE DISTURBANCE AND TO PROTECT ENVIRONMENTAL SENSITIVE PLANTS EQUIPMENT ALLOWED ONLY IN DESIGNATED WORKING AREAS TO MINIMIZE DISTURBANCE AND TO PROTECT ENVIRONMENTAL SENSITIVE PLANTS AND CULTURAL RESOURCES. CONTRACTOR SHALL COORDINATE WITH BLM FOR ONSITE CULTURAL AND/OR BIOLOGICAL MONITOR AS NECESSARY. DEMOLITION NOTES 1. THE EXTENT OF DEMOLITION WORK IS INCLUDED IN THE PLANS AND INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF ALL UTILITIES, THE EXTENT OF DEMOLITION WORK IS INCLUDED IN THE PLANS AND INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF ALL UTILITIES, OVERHEAD AND UNDERGROUND, PAVING, VEGETATION, AND OTHER SITE FEATURES WHICH CONFLICT WITH THE CONSTRUCTION OF THE NEW FACILITIES, OR ARE INDICATED TO BE REMOVED. THE LIMITS OF DEMOLITION SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 2. ENSURE SAFE PASSAGE OF PERSONS AND VEHICLES AROUND AREAS OF DEMOLITION. REMOVE FROM SITE ALL DEBRIS, RUBBISH, AND OTHER ENSURE SAFE PASSAGE OF PERSONS AND VEHICLES AROUND AREAS OF DEMOLITION. REMOVE FROM SITE ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION. 3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GOVERNMENT OF ANY ITEMS ENCOUNTERED IN THE FIELD THAT ARE NOT SHOWN ON THE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GOVERNMENT OF ANY ITEMS ENCOUNTERED IN THE FIELD THAT ARE NOT SHOWN ON THE PLANS, WHICH REQUIRE DEMOLITION OR RELOCATION. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL EXISTING SERVICES AND APPURTENANCES REQUIRED TO DEMOLISH EXISTING IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL EXISTING SERVICES AND APPURTENANCES REQUIRED TO DEMOLISH EXISTING FACILITIES OR CONSTRUCT NEW FACILITIES. ALL UTILITIES SHALL BE CAPPED, TERMINATED, OR REMOVED AS REQUIRED BY THE UTILITY OR AS INDICATED IN THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT IMMEDIATELY IF QUESTIONS ARISE AS TO THE VIABILITY OR CONDITION OF THE EXISTING UTILITY TO ALLOW FOR CAPPING OR PROPER TERMINATION. LAYOUT NOTES 1. ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT, FACE OF BUILDING, CENTERLINE OF UTILITY LINE, CENTER OF STRUCTURE, PROPERTY LINE, ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT, FACE OF BUILDING, CENTERLINE OF UTILITY LINE, CENTER OF STRUCTURE, PROPERTY LINE, OR POINT OF TANGENCY UNLESS OTHERWISE NOTED. 2. PLACE CONTROL AND EXPANSION JOINTS AS SHOWN ON THE PLANS AND DETAILS FOR ALL CURBS, WALKS, STEPS, AND CONCRETE PAVING. PLACE CONTROL AND EXPANSION JOINTS AS SHOWN ON THE PLANS AND DETAILS FOR ALL CURBS, WALKS, STEPS, AND CONCRETE PAVING. WHERE JOINTS ARE NOT SHOWN, PLACE CONTROL AND EXPANSION JOINTS AS FOLLOWS: A. EXPANSION JOINTS: BETWEEN STRUCTURE FOUNDATIONS AND CONCRETE FLATWORK, PAVING, OR SIDEWALKS EXPANSION JOINTS: BETWEEN STRUCTURE FOUNDATIONS AND CONCRETE FLATWORK, PAVING, OR SIDEWALKS B. CONTROL JOINTS: AT 10 FOOT MAXIMUM INTERVALS FOR ALL CONCRETE PAVING AND FLATWORK, 5 FOOT MAXIMUM INTERVALS FOR ALL CONTROL JOINTS: AT 10 FOOT MAXIMUM INTERVALS FOR ALL CONCRETE PAVING AND FLATWORK, 5 FOOT MAXIMUM INTERVALS FOR ALL SIDEWALKS 5 FEET WIDE OR LESS, 8 FOOT MAXIMUM INTERVALS FOR ALL SIDEWALKS 10 FEET WIDE OR LESS. 3. GRADES ARE TO TOP OF FINISHED SURFACE, UNLESS OTHERWISE NOTED. GRADES ARE TO TOP OF FINISHED SURFACE, UNLESS OTHERWISE NOTED. UTILITY NOTES 1. THE LOCATION OF PUBLIC OR PRIVATE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND THE GOVERNMENT DOES NOT GUARANTEE THE LOCATION OF PUBLIC OR PRIVATE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND THE GOVERNMENT DOES NOT GUARANTEE THEIR ACCURACY. THE CONTRACTOR SHALL BE REQUIRED TO ASCERTAIN THE EXACT LOCATION OF SUCH UTILITIES AND EXERCISE CARE DURING CONSTRUCTION OPERATIONS SO AS NOT TO DAMAGE THEM. 2. EXCAVATION WITHIN 24 INCHES OF EXISTING STRUCTURES, PIPES, CABLES, OR OTHER ITEMS SHALL BE PERFORMED BY HAND. EXCAVATION WITHIN 24 INCHES OF EXISTING STRUCTURES, PIPES, CABLES, OR OTHER ITEMS SHALL BE PERFORMED BY HAND. 3. GAS, POWER, TELEPHONE, AND CABLE TV UTILITY TRENCHING SHALL BE COMPLETED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS FROM GAS, POWER, TELEPHONE, AND CABLE TV UTILITY TRENCHING SHALL BE COMPLETED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS FROM APPLICABLE UTILITY COMPANIES. 4. CONTRACTOR SHALL MAINTAIN THE FOLLOWING SEPARATION BETWEEN: CONTRACTOR SHALL MAINTAIN THE FOLLOWING SEPARATION BETWEEN: A. WATER AND SEWER (HORIZONTAL) = 10 FEET MINIMUM WATER AND SEWER (HORIZONTAL) = 10 FEET MINIMUM B. WATER AND SEWER (VERTICAL) = 18 INCHES MINIMUM WITH WATER ABOVE SEWER WATER AND SEWER (VERTICAL) = 18 INCHES MINIMUM WITH WATER ABOVE SEWER C. WATER AND POWER (VERTICAL) = 12 INCHES MINIMUM WATER AND POWER (VERTICAL) = 12 INCHES MINIMUM D. WATER AND GAS (VERTICAL) = 12 INCHES MINIMUM WATER AND GAS (VERTICAL) = 12 INCHES MINIMUM E. ALL OTHER UTILITIES AND SEWER (VERTICAL) = 12 INCHES MINIMUM ALL OTHER UTILITIES AND SEWER (VERTICAL) = 12 INCHES MINIMUM 5. ALL CONNECTIONS TO EXISTING UTILITY PIPES SHALL BE CUT IN TO A CLEAN LINE WITH A MANUFACTURED FITTING. LINES SHALL NOT BE ALL CONNECTIONS TO EXISTING UTILITY PIPES SHALL BE CUT IN TO A CLEAN LINE WITH A MANUFACTURED FITTING. LINES SHALL NOT BE TAPPED OR UTILIZE SADDLE CONNECTIONS. INTERRUPTIONS IN SITE UTILITY SERVICE SHALL BE COORDINATED WITH THE UTILITY. 6. UTILITIES CROSSING EXISTING PAVED AREAS SHALL BE INSTALLED BY CUTTING THE PAVEMENT TO A CLEAN LINE AND TRENCHING. TRAFFIC UTILITIES CROSSING EXISTING PAVED AREAS SHALL BE INSTALLED BY CUTTING THE PAVEMENT TO A CLEAN LINE AND TRENCHING. TRAFFIC CONTROL SHALL BE IN PLACE PRIOR TO REMOVING SAW CUT PAVEMENT. TRENCHES THAT ARE TO REMAIN OPEN OVERNIGHT SHALL BE PLATED TO PROVIDE TWO WAY TRAFFIC OR A DETOUR ROUTE PROVIDED. PLATES SHALL BE PINNED ON BOTH SIDES AND REMAIN IN PLACE FOR NO MORE THAN 72 HOURS. AGGREGATE ROADS TO REMAIN OPEN OVERNIGHT SHALL BE BARRICADED USING CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) TYPE II BARRICADES OR DRUMS WITH FLASHING BEACONS. EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL UTILIZE STORM WATER QUALITY BEST MANAGEMENT PRACTICES TO MINIMIZE SOIL EROSION, SEDIMENTATION, THE CONTRACTOR SHALL UTILIZE STORM WATER QUALITY BEST MANAGEMENT PRACTICES TO MINIMIZE SOIL EROSION, SEDIMENTATION, INCREASED POLLUTANT LOADS AND CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM LAND DISTURBING ACTIVITY, TO THE MAXIMUM EXTENT PRACTICABLE, SO AS TO MINIMIZE POLLUTION OF RECEIVING WATERS. 2. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES BEFORE, THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE SITE IS STABILIZED AS REQUIRED BY THE CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY AND SAN DIEGO COUNTY STORMWATER DISCHARGE PERMIT. 3. AT A MINIMUM, ALL BEST MANAGEMENT PRACTICES (BMPS) SHOWN ON THE GRADING AND EROSION CONTROL PLAN SHALL BE CORRECTLY AT A MINIMUM, ALL BEST MANAGEMENT PRACTICES (BMPS) SHOWN ON THE GRADING AND EROSION CONTROL PLAN SHALL BE CORRECTLY INSTALLED AND FUNCTIONING AT ALL TIMES DURING THE PROJECT CONSTRUCTION. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO PROPERLY FUNCTION. 4. NATURAL, EXISTING VEGETATION SHALL BE RETAINED AND PROTECTED WHERE SHOWN ON THE PLANS AND TO THE MAXIMUM EXTENT NATURAL, EXISTING VEGETATION SHALL BE RETAINED AND PROTECTED WHERE SHOWN ON THE PLANS AND TO THE MAXIMUM EXTENT POSSIBLE. AREAS OUTSIDE THE GRADING LIMITS SHOWN ON THE PLANS SHALL NOT BE DISTURBED WITHOUT WRITTEN PERMISSION FROM THE GOVERNMENT. 5. ACCESS TO AREAS NOT CONTIGUOUS TO AREAS ALREADY GRADED SHALL BE ROUTED TO MINIMIZE DAMAGE TO EXISTING VEGETATION AND ACCESS TO AREAS NOT CONTIGUOUS TO AREAS ALREADY GRADED SHALL BE ROUTED TO MINIMIZE DAMAGE TO EXISTING VEGETATION AND EXISTING ROADS OR OTHER VISIBLE ACCESS ROUTES SHALL BE USED. 6. SILT FENCE SHALL BE PLACED WITHIN 10 FEET OF AND ON THE DOWNSTREAM SIDE OF ANY STOCKPILE. SILT FENCE SHALL BE PLACED WITHIN 10 FEET OF AND ON THE DOWNSTREAM SIDE OF ANY STOCKPILE. LEGEND EXISTING PROPOSED PROPOSEDPROPOSED ssyhapho Line

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CALIFORNIA DESERT DISTRICT OFFICE

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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%%UBENCHMARK

AutoCAD SHX Text THE BENCHMARK USED FOR THIS SURVEY IS THE USGS BENCHMARK 'D 1252' AS DESCRIBED IN THE ABOVE MENTIONED RECORD OF SURVEY MAP NO. 21039 ELEVATION: 3327.15 DATUM: NAVD 88

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%%UBASIS OF BEARINGS:

AutoCAD SHX Text THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, (NSRS2007) GRID BEARING BETWEEN GPS STATIONS '825' AND 'D 1252' PER McCAIN VALLEY ROAD CONTROL SURVEY AS SHOWN ON RECORD OF SURVEY NO. 20139 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 28, 2008. I.E. SOUTH 26°43'43" EAST

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COTTONWOOD SURVEY CONTROL

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CONTROL POINT TABLE

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POINT NO.

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EASTING

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AutoCAD SHX Text ALL OF SECTION 2, TOWNSHIP 16 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE MERIDIAN, EXCEPTING THEREFROM THE EAST HALF OF THE SOUTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER. TOGETHER WITH ALL OF SECTION 11, TOWNSHIP 16 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE MERIDIAN, EXCEPTING THEREFROM THE EAST HALF OF THE SOUTHEAST QUARTER AND THE NORTH HALF OF THE NORTHEAST QUARTER.

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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NEW WELLHEAD ENCLOSURE, SEE SHEET 2121

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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NOTE: SEE SHEET 11 FOR ALIGNMENT TABLES11 FOR ALIGNMENT TABLES FOR ALIGNMENT TABLES

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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COTTONWOOD WATER ALIGNMENT TABLES

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INSTALL NEW UNDERGROUND WATER TANK

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2" PVC SDR 21 WATER MAIN, 60 LF

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2" PVC SDR 21 WATER MAIN, 200 LF

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3/4" PVC SDR 21 WATER MAIN, 14 LF

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2" PVC SDR 21 WATER MAIN, 173 LF

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2" PVC SDR 21 WATER MAIN, 201 LF

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2" PVC SDR 21 WATER MAIN, 20 LF

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2" PVC SDR 21 WATER MAIN, 30 LF

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2" PVC SDR 21 WATER MAIN, 684 LF

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MATCHLINE STA. 17+00.00 SEE SHEET 1313

NEW CONCRETE PAD

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3/4" PVC SDR 21 WATER MAIN, 13 LF

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2" PVC SDR 21 WATER MAIN, 86 LF

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2" PVC SDR 21 WATER MAIN, 108 LF

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SEE SHEET 12 12 MATCHLINE STA. 17+00.00

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1-1/2" PVC SDR 21 WATER MAIN, 267 LF

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SEE SHEET 1717

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1-1/2" PVC SDR 21 WATER MAIN, 17 LF

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2" PVC SDR 21 WATER MAIN, 2 LF

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1-1/2" PVC SDR 21 WATER MAIN, 546 LF

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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SEE SHEET 13 13 MATCHLINE STA. 25+00.00

MATCHLINE STA. 33+00.00 SEE SHEET 1515

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1-1/2" PVC SDR 21 WATER MAIN, 255 LF

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1" PVC SDR 21 WATER MAIN, 335 LF

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1" PVC SDR 21 WATER MAIN, 58 LF

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1" PVC SDR 21 WATER MAIN, 48 LF

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1" PVC SDR 21 WATER MAIN, 10 LF

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1-1/2" PVC SDR 21 WATER MAIN, 257 LF

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1" PVC SDR 21 WATER MAIN, 512 LF

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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MATCHLINE STA. 25+00.00 SEE SHEET 1414

1" PVC SDR 21 WATER MAIN, 148 LF

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SEE SHEETS 12-1512-15-1515

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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1-1/2" PVC SDR 21 WATER MAIN, 608 LF

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3/4" PVC SDR 21 WATER MAIN, 29 LF

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3/4" PVC SDR 21 WATER MAIN, 28 LF

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3/4" PVC SDR 21 WATER MAIN, 42 LF

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SEE SHEETS 12-15 12-15 -15 15

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3/4" TEE

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3/4" 90° BEND

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3/4" PVC SDR 21 WATER MAIN, LF

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MCCAIN VALLEY ROAD

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3/4" PVC SDR 21 WATER MAIN, 71 LF

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1-1/2" PVC SDR 21 WATER MAIN, 608 LF

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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NOTES: 1. 1-1/2"x3/4" TEE 1-1/2"x3/4" TEE 2. 3/4" VALVE AND VALVE BOX 3/4" VALVE AND VALVE BOX 3. YARD HYDRANT AND CONCRETE PADYARD HYDRANT AND CONCRETE PAD

PIPE BEDDING DETAIL

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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DETAILS

MINIMUM BEARING AREA IN SQUARE FOOT

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MAIN SIZE

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TEES

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90°BEND

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45°BEND

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22.5°BEND

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THRUST AND ANCHOR BLOCKS

AutoCAD SHX Text NOTES: 1. THRUST BLOCKS SHALL BE CENTERED ON THE FITTING SO THAT THE THRUST BLOCKS SHALL BE CENTERED ON THE FITTING SO THAT THE BEARING AREA IS OPPOSITE THE RESULTANT DIRECTION OF THRUST. 2. CONCRETE SHALL BE PLACED SO THAT FITTINGS AND VALVES WILL BE CONCRETE SHALL BE PLACED SO THAT FITTINGS AND VALVES WILL BE ACCESSIBLE FOR REPAIR OR REPLACEMENT. 3. ALL THRUST AND ANCHOR BLOCKS SHALL BE POURED AGAINST WETTED ALL THRUST AND ANCHOR BLOCKS SHALL BE POURED AGAINST WETTED UNDISTURBED SOIL. 4. MINIMUM CONCRETE CURING TIME SHALL BE 3 DAYS. MINIMUM CONCRETE CURING TIME SHALL BE 3 DAYS. 5. ADAPTED FROM STANDARDS AND REQUIREMENTS OF THE SAN DIEGO ADAPTED FROM STANDARDS AND REQUIREMENTS OF THE SAN DIEGO REGIONAL STANDARDS COMMITTEE.

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THRUST AND ANCHOR BLOCK DETAIL

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SCARIFY AND RECOMPACT EXISTING SUBGRADE, 8" MIN.

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SCARIFY AND RECOMPACT GRADED ROADWAY OR LIVING SPACE SURFACE, 12" MIN.

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AGGREGATE SURFACE COURSE, DISINTEGRATED GRANITE, 6"

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SUBGRADE

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SUBGRADE

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AGGREGATE PARKING/ROADWAY DETAIL

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GRADED NATIVE SURFACE DETAIL

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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MANUAL AIR/VACUUM RELEASE DETAIL

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FINISHED GRADE (UNIMPROVED)

AutoCAD SHX Text CONCRETE RING, 8"x8"

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2-PIECE METER BOX FRAME AND LID 12" MIN. DIA. CAST IRON WITH PENTAGON BOLT LOCK

AutoCAD SHX Text SDR 35 PVC PIPE, 24" LONG x REQUIRED DIAMETER

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DRAIN ROCK, ASTM #8 OR #9, 4" TO 6" DEEP

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1" DIA. PVC SCH. 80

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BRONZE ANGLE METER STOP WITH LOCK WING

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1" DIA. BRONZE ELL, 90°

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1/4" PRESSURE RELEASE PET COCK

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CAM AND GROOVE FITTING ADAPTER WITH LOCKING DUST CAP

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BRONZE CORPORATION STOP

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1" DIA. PVC SDR 21 AND ADAPTER

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WATER MAIN VERTICAL TEE

AutoCAD SHX Text CONCRETE TEE SUPPORT BLOCK, 8"x8"x12"

AutoCAD SHX Text NOTES: 1. DRILL AND TAP CAM AND GROOVE FITTING FOR INSTALLATION OF PRESSURE RELEASE PET COCK. DRILL AND TAP CAM AND GROOVE FITTING FOR INSTALLATION OF PRESSURE RELEASE PET COCK. 5. ADAPTED FROM STANDARDS AND REQUIREMENTS OF THE SAN DIEGO REGIONAL STANDARDS ADAPTED FROM STANDARDS AND REQUIREMENTS OF THE SAN DIEGO REGIONAL STANDARDS COMMITTEE.

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SANITARY, FROST FREE YARD HYDRANT

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SANITARY YARD HYDRANT DETAIL

AutoCAD SHX Text CONCRETE PAD, 48"x48"x4"

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COMPACTED AGGREGATE BASE, 4", CALTRANS CLASS 2, 3/4" MAX.

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FIRE PIT FURNISHING

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PICNIC TABLE FURNISHING

AutoCAD SHX Text NOTES: 1. FIRE RINGS SHALL HAVE BLACK ENAMEL OR POWDER COAT FINISH. FIRE RINGS SHALL HAVE BLACK ENAMEL OR POWDER COAT FINISH. 2. FIRE RINGS SHALL BE ANCHORED INTO THE GROUND WITH SPADE ANCHORS.FIRE RINGS SHALL BE ANCHORED INTO THE GROUND WITH SPADE ANCHORS.

AutoCAD SHX Text NOTES: 1. PICNIC TABLE SHOWN IS REPRESENTATIVE ONLY. SEE PICNIC TABLE SHOWN IS REPRESENTATIVE ONLY. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. PICNIC TABLE LEGS SHALL HAVE BLACK ENAMEL OR PICNIC TABLE LEGS SHALL HAVE BLACK ENAMEL OR POWDER COAT FINISH. 3. PICNIC TABLE TOP SHALL BE PERFORATED, POLYMER PICNIC TABLE TOP SHALL BE PERFORATED, POLYMER COATED IN SAND OR BEIGE COLOR.

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1" DIA. BRONZE ELL, 90°

AutoCAD SHX Text LENGTH SUFFICIENT TO LOCATE VALVE BOX A MINIMUM OF 2 FEET OUTSIDE DRIVING AREAS. INSTALL COUPLINGS AS NEEDED.

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1" DIA. BRONZE ELL, 90°

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DATE

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DATE

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SHEET

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REVIEWED BY

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BUREAU OF LAND MANAGEMENT

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DATE

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DRAWN BY

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AutoCAD SHX Text 06/01/2020

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CALIFORNIA DESERT DISTRICT OFFICE

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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30" DIA. MANWAY RISER WITH HINGED, LOCKABLE, WEATHER-TIGHT TOP

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4" DIA. STAINLESS STEEL VENT PIPE WITH GOOSENECK AND BUG SCREEN

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1,500 GALLON POTABLE WATER STORAGE TANK

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INLET PIPE FROM WELL PUMP

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4" DIA. TANGENTIAL OUTLET

AutoCAD SHX Text 4"x2" REDUCER WITH PVC TRANSITION COUPLING

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2" DIA. PVC SDR 21 WATER MAIN TO BOOSTER PUMP AND CAMP SITES

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EXCAVATION LIMITS

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BACKFILL WITH CLEAN, NATURALLY ROUNDED AGGREGATE MEETING ASTM #67 OR #7

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PREFABRICATED DEADMAN, AS RECOMMENDED BY THE MANUFACTURER (SHOWN BEHIND TANK)

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POTABLE WATER STORAGE TANK DETAIL

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FINISHED GRADE

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FINISHED GRADE

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30" DIA. MANWAY RISER WITH HINGED, LOCKABLE, WEATHER-TIGHT TOP

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4" DIA. TANGENTIAL OUTLET

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PREFABRICATED DEADMAN, AS RECOMMENDED BY THE MANUFACTURER

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INLET PIPE FROM WELL PUMP

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ELEVATION VIEW

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END VIEW

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EXCAVATION LIMITS

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DOWN TUBE, 36" MIN.

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DOWN TUBE, 36" MIN.

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WELLHEAD ENCLOSURE, ANCHOR TO CONCRETE AS RECOMMENDED BY THE MANUFACTURER

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EXISTING CONCRETE SLAB

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CONCRETE SLAB, THICKENED EDGE

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WELLHEAD ENCLOSURE

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WELLHEAD ENCLOSURE DETAIL

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PLAN VIEW

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EXISTING ELECTRICAL CONDUIT

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EXISTING ELECTRICAL CONDUIT

AutoCAD SHX Text WELLHEAD, POSITION ENCLOSURE TO MAINTAIN MINIMUM 4 INCH CLEARANCES TO ENCLOSURE WALLS, IF POSSIBLE.

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BOOSTER PUMP

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SECTION A-A

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PUMP ON

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PUMP OFF

AutoCAD SHX Text 17'x5'x4" CONCRETE SLAB

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LOCKABLE SECURITY BOX

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LOCKABLE SECURITY BOX

AutoCAD SHX Text 17'x5'x4" CONCRETE SLAB

AutoCAD SHX Text CURBSTOP PVC x PVC

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PVC WATER SERVICE PIPE

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PVC WATER DISTRIBUTION TEE

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STANDARD VALVE BOX

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GRAVEL BEDDING

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WATER VALVE

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DATE

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DATE

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SHEET

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REVIEWED BY

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BUREAU OF LAND MANAGEMENT

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DATE

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DRAWN BY

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AutoCAD SHX Text 06/01/2020

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CALIFORNIA DESERT DISTRICT OFFICE

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COTTONWOOD CAMPGROUND WATER SYSTEM UPGRADE AND CAMPSITE IMPROVEMENTS

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DETAILS

NOTES: 1. INSTALL WELL PUMP CONTROL SWITCH INSTALL WELL PUMP CONTROL SWITCH ACCORDING TO THE FOLLOWING, ± 2 INCHES:PUMP ON: 2 FEET FROM TOP OF TANK PUMP OFF: 3 INCHES FROM TOP OF TANK 2. LOCKABLE SECURITY BOX SHALL BE PAINTED. LOCKABLE SECURITY BOX SHALL BE PAINTED. COLOR WILL BE APPROVED BY THE GOVERNMENT.

Sheets and Views

1 TITLE SHEET

2 GENERAL NOTES

3 COTTONWOOD SURVEY CONTROL

4 COTTONWOOD REMOVAL PLAN

5 COTTONWOOD REMOVAL PLAN

6 COTTONWOOD REMOVAL PLAN

7 COTTONWOOD SITE PLAN

8 COTTONWOOD SITE PLAN

9 COTTONWOOD SITE PLAN

10 COTTONWOOD WATER HORIZONTAL CONTROL

11 COTTONWOOD WATER ALIGNMENT TABLES

12 COTTONWOOD WATER PLAN AND PROFILE

13 COTTONWOOD WATER PLAN AND PROFILE

14 COTTONWOOD WATER PLAN AND PROFILE

15 COTTONWOOD WATER PLAN AND PROFILE

16 COTTONWOOD WATER PLAN AND PROFILE

17 COTTONWOOD WATER PLAN AND PROFILE

18 DETAILS

19 DETAILS

20 DETAILS

21 DETAILS

File details come from the government source that posted it. Updated Aug 4, 2025.