Loading...
HomeMy WebLinkAbout25-2453 2250 Pole Line Rd-Site-Wellness Park and Restroom City Approved Job Site Plans CITY OF CITY OF "'IN TWIN MIS i City of Twin Falls 25 111111111111111111111111112453 i � a,�♦ Q�0 General Inspection Notes NOTE: This is not a complete list and is not inclusive of all construction methods, materials or practices. These checklists are intended to serve as a guide for the items that cause the most issues during inspections and promote consistency in the application of the codes and standard practices. Compliance with all the provisions of applicable codes shall be required. The information in the checklists is not, or was it ever intended to be, all inclusive. It does not include all code or individual plan requirements. It is intended to reflect local policies, procedures practices within the City of Twin Falls. These checklists do not waive any specific code requirements not listed or allow for the decrease in the requirements of an engineered design. It also does not add requirements where the minimum of the code has been met. This page and all approved plans, associated documents, revisions and changes to the plans must be maintained on site and available for review at all times. FIRE BUILDING FINAL INSPECTION INFORMATION Fire Alarm Inspection: Footing/Foundation Inspection: COMMERCIAL OCCUPANCY * Fire alarm plans must be approved by the State Fire Marshal's office or if applicable the Twin Falls Fire Marshal *All re-bar must be tied in place at time of inspection. prior to installation and inspection. *All hold down anchors installed properly. Final inspections are required by multiple City Departments/Inspectors prior to getting your Certificate of Occupancy. * Fire alarm system must be wired to call out from a land line, or with a cell dialer. (Voice over IP is not allowed). Shear Inspection: Fire alarm system must be live and capable of calling the Twin Falls Dispatch Center on the day of testing. Make sure to have the approved set of plans and inspection card on site for all inspections. *All hold downs must be installed per approved plans and manufacturers installation guide. Fire Sprinkler Inspection: * Fasteners should not be overdriven and shiners should be removed and/or replaced. If you have Special Inspections: Once the required special inspections have been completed a final report needs to be submitted to the * Fire sprinkler plans must be approved by the State Fire Marshal's office prior to installation and inspection. Underground fire * Install the correct type of fastener at the correct spacing. building department certifying corrections of any discrepancies noted in the special inspection reports.This final report can be sprinkler line must be inspected by the Twin Falls Fire Department prior to being covered. submitted anytime before requesting occupancy. * Pipe or hose used for flushing the underground sprinkler line must be secure, incapable of movement,and is deemed safe Framing Inspection: by the inspector. Required Site Work inspections may be requested and completed as the work is done or as required by the specific department by * Rough to cover inspection and hydro testing must be completed before covering or tenting the above ground fire sprinkler *Accessibility standards are in compliance.(ICC A117.1-2009) contacting the following: system. * Required load paths to footing for all load points are installed. Planning and Zoning(parking and landscaping)---Planner-208-735-7270 or Office-208-735-7267 *Stair rise and treads must meet code requirements. Engineering(Retention, curb,gutter,sidewalk, drive approaches)--- Lab inspection line 208-735-3446 Kitchen Hood Inspections: *Min rise 4", Max rise 7", Max tread 11" Street Department(road cuts)---Office-208-736-2226 * Fire suppression system must be installed and ready for trip test(trip link, balloons, etc.) prior to inspection. *Min nosing is 3/4", Max nosing is 1 1/4"and cannot differ in length by more than 3/8" * Kitchen hood must be wired to initiate the fire alarm upon activation of the fire suppression system. (The only exception to Provide required up-lift protection for all trusses. When you are ready for any Fire Department inspections please call(extinguishers,fire/alarm/sprinkler systems): this is if the building does not require a fire alarm to be installed) - Fire Inspection Line-208-735-7338 *All electrical outlets, lighting,and appliances under the kitchen hood must shut down upon activation of the fire suppression Final Inspection: When you are ready for a building final inspection on the structure: system. * Landings to meet minimum code requirements. Make sure you have the final inspections on the plumbing,electrical,and mechanical work. * Main gas valve must be installed and must shut down upon activation of the fire suppression system. (Doors 1010.1.6, Ramps 1012.6,Stairs 1011.6) Call the building inspection line 208-735-7333. * Exhaust fan must be capable of running continuously upon activation of the fire suppression system. *Accessibility Standards are in compliance.(ICC A117.1-2009) All departments will be notified by this office to go do their final inspection. * Make up air must be capable of running continuously upon activation of the fire suppression system. * Egress door sign-age is posted and correct verbiage is used. Final Inspection: *"DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" If there is an elevator in the building please contact the Division of Building Safety at the following link for any permits/inspections: *Correct hardware has been installed on all doors. http://dbs.idaho.gov/programs/industrial/fagEL.html *Address must be posted as outlined on the approved set of plans or previously approved by the Twin Falls Fire Marshal. *Panic hardware is installed where required. *Accessible hardware is installed where required. Once ALL the departments have signed the Certificate of Occupancy the Building Official will sign,and then it will be ready to be picked * Handrails shall be installed where required. up or emailed. ENGINEERING *Stairways shall have handrails on each side. To streamline and eliminate confusion regarding engineering department commercial permit inspections,the following will *All racking and shelving to be in place. If you need a Temporary Certificate of Occupancy there is a $1,000 refundable deposit required.All departments are required to sign need to be inspected prior to signing the Certificate of Occupancy.All inspections will be completed using the City of Twin *All Exit signs are field verified.(must be visible-nothing can block the line of sight) and give a list of outstanding issues. Once the temporary is all signed and the list made you will need to come in and sign stating you Falls approved(stamped) plans. * Maximum Occupancy signs posted where required. know what those issue are,that you will have them completed by the specified time,and will call for inspection as those items are *Special Inspection reports and balance reports need to be received by our office. completed. It is up to each department to determine if you meet their qualification for temporary occupancy. Storm Water Facility Inspections:(33 phases) * Inspection of excavation, including dimensions and geotextile fabric.All adjoining trenches leading to storm water facilities PLANNING&ZONING NOTE: If a building was originally done as a shell,the shell building permit is required to be finaled prior the tenant improvement also need to be excavated and inspected. permits can be finaled. In addition, if Temporary Occupancy is needed there will be$1,000 refundable deposit for each permit. * Inspection of storm drain pipes(per plans)need to be in place(not covered)for visual inspection.The drain rock must meet Landscaping ISPWC section 801 Drain Rock requirements.All pipe connections to storm water facilities must be completed. *City code allows us to issue a TCO with landscaping incomplete. However,we cannot extend * Inspection of completed storm water facilities with the above referenced drain rock and geotextile fabric showing proper the on a definTCOitive beyond the current planting season.This means that we will work with the applicant date of their choosing, but not typically beyond 2 3 months. cover and overlap. Trash Enclosures: Site Inspections: Please have the Address posted on site for all inspections. *Trash enclosures should be finished before a final inspection is requested, including the front *Verify that the parking lot layout(design)and striping matches the plans. gate on the enclosure. *Verify that the parking lot surface is an approved"hard"surface. Please have a printed COLOR copy of City Approved Plans on site for all inspections. *Verify that there is ADA compliant access from the Right-of-Way(ROW)to the building envelope. We cannot issue a TCO if this item is not completed. Right-Of-Way Inspections. *Verify driveway approach widths and locations according to plans. *Verify ADA compliance of Curb/Gutter,Sidewalks,and Sidewalk/Driveway combinations. *Verify ROW connections to other Agencies/Entities meet's ADA tolerances. 2018 IBC Section 105.4 Validity of Permit: Flood Plain Inspections: *Verify flood plain location and compare plans to the site. 2018 IBC Section 105.4 Validity of Permit: The issuance or granting of a permit shall not be a permit for, or approval of, any violation of any of the provisions of this code or of any other *Verify the commercial buildings are one foot above base flood elevation. ordinances of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The When ready for inspection please call the Engineering inspection line at 208.735.3446. For same day inspections,call before building official is authorized to prevent occupancy or use of a structure where in violation of this code or of any other ordinance of this jurisdiction. 7:30 am. Having these inspections approved when the work has been completed will ensure the Certificate of Occupancy is issued in a timely manner. Additional general comments specific to this permit Reviewer: Department Review Comments J.Victor: Building Safety Civil plans and landscaping parking plans don't match. Provide matching site plans for civil and landscaping so that we know which ones are the actual parking layouts. J.Victor: Building Safety Missing elevation of free standing parking signs. G. Hammett: Fire While every effort has been made to perform a complete and accurate plan review, it does not exempt the Fire Marshal's office from code requirements omitted from drawings that are identified during field inspections. Reviewer comments and markups included in final approved plan set. CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Page 1 of 51 1 2 3 4 5 6 7 8 9 10 rn a 0 PRESERVE PARK o _ STACK ROCK o z 252453 TWIN FALLS, IDAHO �LANDSCAPE P ARCHITECTURE a 8,MASTER PLANNING E GENERAL CONSTRUCTION NOTES 1208)345-0500 REV 1 404 S St#154 0 THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY Boise,ID 83702 o- ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE SITE ADDRESS LANDSCAPE ARCHITECT StackRo.,.ckGFCNp.ocm E RESPONSIBLE FOR THEIR ENFORCEMENT. � EAST 4100 NORTH AT EASTLAND ROAD STACK ROCK GROUP s TWIN FALLS, ID 83301 CONTACT: KILEY GARDINER WILLET C HOWARD,PLA 1. NASLAND ENGINEERING WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE OFFICE:(208)345.0500 EMAIL: i 404 S 8TH ST.#300A MURiSTAUKROUKUROU—UM o PLANS. ALL PROPOSED CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY NASLAND ENGINEERING. BOISE ID 83702 w,.,..sTACl OCKGROURCOM 2. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS BENCHMARK PHONE 208.345.0500 DURING THE COURSE OF CON 404 -3079 0ON REQUIREMENT ,SHALL APPLY NCONTINUIOUSLLY AND NOT BE LIMITEDOF THIS PROJECTDING TO NORMAL WO KINGSAFETY OF ALLP ERSON HOURS,AND THAT THEANDY CONTRACTTHATIORS PBOBOLT MARKRJECTBON FFIRE HY D.TFCBM 0 NORTH SIDE OF CIVIL ENGINEER' THE GRAPHICS AND DESIGNS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER AND GEOTECHNICAL ENGINEER HARMLESS FROM ANY AND ALL CANDLERIDGE DR. & MOUNTAIN VIEW DR. ON THIS SHEET A R E N NASLAND ENGINEERING PROJECT LOCATION DELIVERABLES THAT REMAIN / LIABILITY, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR ELEVATION = 3680.75 CONTACT: CORY SCHRACK A7 ALL TIMES PROPERTY OF o LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 910 MAIN STREET, SUITE 314 STACK ROCK GROUP,INC. 3. NEITHER THE CITY NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR TOPOGRAPHY SOURCE: BOISE, ID 83702 SE OF SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE PHONE 208.918.4859 r �` REPRODUCTION OR REUINED FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. SURVEY COMPLETED BY EHM ENGINEERS —UT POLE LINE ROAD HERETHIS PRODUCT CONTAINED 0 4. ALL WORK SHALL CONFORM TO THE LATEST STANDARD DRAWINGS OF THE IDAHO STANDARDS FOR PUBLIC WORKS ON MAY 2018 SURVEYOR' HERE IN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF STACK ROCK CONSTRUCTION (ISPWC), CITY OF TWIN FALLS STANDARD DRAWINGS AND/OR CITY OF TWIN FALLS SPECIFICATION REVISIONS SHEET LIST: EHM ENGINEERS, INC. \ G R 0 U P , I N C h TO THE ISPWC. CONTACT: EHM®EHMIN C.COM _ ©2020 STACK C100 NOTES AND DETAILS 621 NORTH COLLEGE ROAD SUITE 100 E ROCK GROUP,INC. 5. DURING CONSTRUCTION: THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE C200 GRADING AND DRAINAGE PLAN TWIN FALLS, ID 83301 �� �� III �- DRAINAGE AND PREVENT PONDING OF WATER. THEY SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PHONE 208.734.4888 PROPERTIES OR TO FINISHED WORK ON THE SITE. ti0 NOT A PART I ` sill S.d. 6. WORK PERFORMED WITHOUT BENEFIT OF TESTING AND/OR INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. ALL COST INCURRED BY THE CONTRACTOR FOR CORRECTING DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR Q I — �� O \ONA C `o WHO PERFORMED THE WORK. N FP 7. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WEREoL ASPHALT CONCRETE 2.5" OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY -- Q 17727 FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR - 12-07-2023 0 IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER CRUSHED AGGREGATE BASE EXISTING FACILITIES OR STRUCTURES THAT MAY NOT BE SHOWN. OTg7F OF\01� 3.1 RV SC RP B. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE y PROJECT SITE SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT IS U TURAL SUBBA 8 FOUND THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. s 9. THE CONTRACTOR SHALL REMOVE AND REPLACE, TO THE SATISFACTION OF THE OWNER, ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS WITH IMPROVEMENTS EQUAL OR SUPERIOR. ������������ c� oW 10. SUBGRADE SHALL BE INSPECTED BY THE PROJECT ENGINEER RESPONSIBLE FOR THE GEOTECHNICAL ASPECTS OF THE r PROJECT PRIOR TO INSTALLATION OF FOOTINGS OR SLABS. SITE MAP: SCALE: 1"=100' 0 11. FINAL GRADING SHALL BE INSPECTED BY THE SITE DESIGN ENGINEER. PRIOR TO OCCUPANCY, THE SITE DESIGN ENGINEER o SHALL EVALUATE ALL GRADING ACTIVITIES FOR COMPLIANCE WITH APPROVED PLANS. A SUMMARY OF THIS GRADING EVALUATION AND COMPLIANCE DETERMINATION SHALL BE SENT TO THE PDSD. ANY REVISIONS TO THE APPROVED GRADING NOTES: 4" MIN TOPSOIL, REFER E o PLAN MUST BE APPROVED BY BOTH THE SITE DESIGN ENGINEER AND THE PDSD. IF THE GRADING DIFFERS FROM WHAT WAS LANDSCAPE PLANS FOR V VEGETATION ORIGINALLY APPROVED, A REVISED GRADING PLAN SHALL BE SUBMITTED AND APPROVED BEFORE ANY MODIFIED GRADING IS 1. REFER TO ISPWC SECTION-800 AND THE "GEOTECHNICAL INVESTIGATION AND IRRIGATION INFORMATION UNDERTAKEN. PRESERVE PARK" PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC, SHEET VARIES SHEET DATED JULY 05, 2022 FOR ADDITIONAL INFORMATION AND FLOW 3-1 SVOPE F=OW 0 12. CBONAPPROVEDTRACTOR SBYLITD, AND/OR CITY OFL APPLY FOR ALL LTWIN FALL OR LS APRIORRE OT MOBWZATIONRMITS AND PROVIDE TRAFFIC CONTROL PLANS TO INSTALLATION RECOMMENDATIONS. �PE '5 LIGHT DUTY ASPHALT CONCRETE PAVEMENT DETAILn 13. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER NOT TO SCALE IMMEDIATELY. 24" AMENDED SOIL LAYER 14. ALL GRADES SHOWN ON THESE PLANS WERE DESIGNED IN COMPLIANCE WITH THE 2018 INTERNATIONAL BUILDING CODE (IBC) 4" BLUE LINE �/%// /%//%//%//%�/%�//%�/%�//%�/%�//%������� AND THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADA) TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE ON FROM BORDER � � �\1� ��\✓%�SEASONAL3' MIN PH GHTIGROUND WATER Y CONTRACTORS'RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THESE CODES. SHOULD A DESIGN QUESTION ARISE OR A ISA SYMBOL NN c FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT FROM THESE PLANS, WORK SHALL CEASE AND THE CIVIL ENGINEER BE L.1_ °` NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL TRAFFIC WHITE "NO PARKING" Q PHASES OF WORK RELATING TO CBC AND ADA ACCESS FOR THIS PROJECT. CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS DEFINED BY IBC AND ADA ARE SUBJECT TO REJECTION AND MAY BE REQUIRED TO BE G N d d d (LETTERS TO BE A MINIMUM OF BIORETENTION BASIN DETAIL 'v REMOVED AND REPLACED AT THE CONTRACTORS SOLE COST. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL 12" HIGH) NOT TO SCALE w THE EXACT METHODS OR MEANS USED BY THE CONTRACTOR OR THEIR SUB-CONTRACTORS DURING CONSTRUCTION, THE CIVIL ON \ ENGINEER ASSUMES NO RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF ADA-RELATED ITEMS BY THE AGENCY HAVING JURISDICTION, ANY OTHER AUTHORITY, OR OTHER AFFECTED PARTIES. �/ 0 15. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATION OF THEIR OWN EARTHWORK QUANTITIES FOR BIDDING AND w a CONSTRUCTION PURPOSES. SOILS SHALL BE IMPORTED OR EXPORTED AS REQUIRED TO MEET THE GRADES INDICATED ON THIS oN (n J PLAN. LL 4" HATCHED DIAGONAL W c U WHITE LINES AT 36" MAX Z ON CENTER AT 45' 2 .5% MA REVISIONS FREESTANDING MRK DATE Dab rI PLIon SIGNS PER ICC ®** A117.1-2009 9' 0 0 N 0 TRAFFIC WHITE "NO PARKING" JOB NO: 322-009.1 � (LETTERS TO BE A MINIMUM OF NO 12" HIGH) DATE: 12/07I DRAWN WS N CHECKS o V: 36" DOES NOT P A R K I N G CHECKED BY' CS INCLUDE THE DRAWING TITLE rn OUTLINE PAINT 8 _ o ISA SYMBOL ADA PARKING STALL MARKING DETAILS CITYNIAeePOEDP�IANS NOTES AND NOT TO SCALE `J PlANS MUST BE ON IOB SITE DETAILS FOR ALL INSPECTIONS v o PI T(208)918-4a59 SHEET NUMBER Eo Nasland CivilElting ring 910 Main Street,Ste.314 Boise,ID 83702 rc °'� Consulting o o Land Planning nasland.com C1OO o z ern H 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 Hage 1 2 3 4 5 6 7 8 9 10 `r CONSTRUCTION NOTES o ----EP - Oj INSTALL LIGHT DUTY ASPHALT CONCRETE PAVEMENT SECTION PER DETAIL ON SHEET C100 - _ Q2 INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC SD-701A. o coM COM COM SD -SD � ----EP �bI SHACK ROCK _ PROPSED LANDSCAPING AND IRRIGATION PER LANDSCAPE PLANSOOTC . REFER TO LANDSCAPE PLANS FOR R�p up 3642.61TC X-� CONTINUATION OF WORK IN THIS AREA. ° 16 (3642.00FLZ _3642.11F _ EP LANDSCAPE 8 x� � ® CONSTRUCT 6' WIDE OVERFLOW SPILLWAY, INSTALL 8" TO 12" DIAMETER RIP-RAP FOR EROSION PROTECTION. ARCHITECTURE p X X 13 36 &MASTER PLANNING Fo (3642.46FL) 13 - 3642.98T -X INSTALL CAST-IN-PLACE DETECTABLE WARNING DOMES.364 208 345-0500 3642.48FL 1 ) _ 36 2.OSTC 1 12- © PROPOSED ACCESSIBLE PARKING STALLS, REFER TO DETAIL 3 ON SHEET C100 FOR ADDITIONAL INFORMATION. 404S8th St.#154 3641.55FL 10 / Q INSTALL ROLLED CURB AND GUTTER PER ISPWC SD-702. ckRoc Group.2 3642.28TC 3642.33FL/ StackRockGroup.com ,I I/ OG� / 3641.78FL 3643.15TC� Q REMOVE APPROXIMATELY 39 LF OF EXISTING CHAIN LINK FENCE. WILLETC HOWARD,PLA o / �� 91 12 X X X 9 OFFICE:(208)345.0500 EMAIL: E /�' a' / 642. 1T 1 CONSTRUCT CONCRETE SIDEWALK PER TFSD-709 AND TFSD-714-A. wILL@(S eaoaecnouv corN o O $ WO \ 364 "."`� 641'giF - \• 364 10 INSTALL CURB CUT PER ISPWC SD-715. 25• 3 43.82TC 3642 11 INSTALL DRAINAGE BASIN PER DETAIL 2 ON SHEET C100. THE GRAPHICS AND DESIGNS rno �` Q \ / 3643.32FL 12 _ �\. ON THIS SHEET ARE 'IFo/ // ;p // T - EP I �� 3643 INSTALL 6 INCH CURB AND GUTTER PER ISPWC SD-701. DELIVERABLES THAT REMAIN ---EP--- P --- EP- AT ALL TIMES PROPERTY OF N 4a �Q/ 15a\ \ 4 0 13 INSTALL CURB TERMINUS PER ISPWC SD-707. STACK ROCK GROUP,INC. N / - _ p 3643.68TC 5 \ REPRODUCTION OR REUSE OF EF3644.6TC EP - �� H-EP-o-- 14 INSTALL MODIFIED 3' WIDE VALLEY GUTTER PER DETAIL ON THIS SHEET. THIS PRODUCT CONTAINED g / 44. 1F 3642.75FS 3643.05F o.50%� 2 3643.57FL 3643.44TC 3646.20TC I 3643.44FL 1.50% 12 HERE_3645.701L T 15 REROUTE COMMUNICATION LINE. CONTRACTOR TO COORDINATE WITH CITY AND UTILITY COMPANY. WITHONUTIS PROHIBITED THE WRITTEN 3 CONSENT OF STACK ROCK ° �Q T 4 10 14 3 4.1OTC e y-� 16 SAWCUT, REMOVE AND REPLACE ASPHALT CONCRETE PAVEMENT SECTION PER DETAIL ON SHEET C100. G R 0 U P , I N C . C) 36 .60FL •E / / o 9' i 3646.37TC 13 //T i- ROCK GROUPC INC. a 04> 0 5 3 ,9 36�5.87F ` I ; CURB DATA TABLE •t\1 LO,E I �' 6 69.A T 1 1. 3 \ 3642.7 F 7 •y6 \ \ 3646.00FL r T s.w. LL o NN / 12 3 J I ` ® LENGTH RADIUS BEARING/DELTA NOTE vt o N 1 -3646.30FS 36416.32FS/ v A\ o 12 w 3646.32FS �tpNAL 645.92F5� TRANSITION TO MATCH \ -F-� O 84.78' 48.00' 101'12'00" 6" CURB & GUTTER ISPWC TFSD-701 11 EXISTING GRADE AT 4:1 MAX. r/ 4e P y M 9 _--L O2 16.69' -- NO'2T48"E 6" CURB & GUTTER ISPWC TFSD-701 1 727 v 3 \ 43.8 CHP 25' 7' o I T tz-o7-zoz3 1.2% g O3 27.00' -- N8932'12"W 6" CURB & GUTTER ISPWC TFSD-701 z 7V• \ \ \ 3643.33FL N y. \ 3642.75FS 10 y. 1,7• 1 T4TE CF\D1Y\� 6 3 T O4 16.00' -- NO'2T48"E 6" CURB & GUTTER ISPWC TFSD-701 cORy CHRPp 6Q o EP- 20 \,9 MQ 0 364. 1F - O5 6.28' 4.00' 90.00'00" 6" CURB & GUTTER ISPWC TFSD-701 °, \ \ PROPOSED RELOCATION OF 12% - 1 NEW COMM LINE. I I N \ T O 2.00' -- N89'32'12"W 6" CURB & GUTTER ISPWC TFSD-701 o W �" \ \ •12 1 /I 1 O 25.00' -- NO'27'48"E 6" CURB & GUTTER ISPWC TFSD-701 Z Fq FS \ 3646.30FS T LP i199, 1 �� 3646.32F 3 646.17FS AN2.00' -- N8932'12"W 6" CURB & GUTTER ISPWC TFSD-701 r 3643.07FL �� o y ip \a n 6 3646.32FS---�M l 6.28' 4.00' 90'00'00" 6" CURB & GUTTER ISPWC TFSD-701 ° 1 +PROTECT IN PLACE EXISTING 0 14 I 30" SEWER LINE. 1 - 10 32.00' -- NO.27'48"E 6" CURB & GUTTER ISPWC TFSD-701 11 6.28' 4.00' 90100'00" 6" CURB & GUTTER ISPWC TFSD-701 3642.75FS - 1 6N \ \ \ 9' o g 646.07T t--- 15 \ 7 \ 12 1 iQ 2.00' -- N89.32'12"W 6" CURB & GUTTER ISPWC TFSD-701 o ° \ 12 3645.75FL ��� ---- 25.00' -- NO'27'48"E 6" CURB & GUTTER ISPWC TFSD-701 N \ 14 2.00' -- N8932'12"W 6" CURB & GUTTER ISPWC TFSD-701 3643.62FL 3646 3645\ 3645.72FL\ x ❑ 3 PROTECT IN PLACE iQ 6.28' 4.00' 90'00'00" 6" CURB & GUTTER ISPWC TFSD-701 EXISTING WATER LINE. FIRE LANE \ _ 16 16.00' -- NO'27'48"E 6" CURB & GUTTER ISPWC TFSD-701 Y v \ I -, PROPOSED EMERGENCY * HNI� -- EU -,X e - ACCESS LANE o �q 1Q 27.00' -- N8932'12"W 6" CURB & GUTTER ISPWC TFSD-701 3" ROLLED CURB & GUTTER ISPWC �rnrn 'rS EXISTING COMM LINE TO BE 34.00' -- N8932'12"W TFSD-702 n- _ RELOCATED. 135.00' -- N8932'12"W 6" CURB & GUTTER ISPWC TFSD-701 L\IJ 16.00' -- NO'27'48"E 6" CURB & GUTTER ISPWC TFSD-701 N/ ❑ LL - 6.26 4.00' 9000'00" 6" CURB & GUTTER ISPWC TFSD-701 Lu BIORETENTION BASIN SUMMARY � a RETENTION 9.00' -- N8932'12"W 6" CURB & GUTTER ISPWC TFSD-701 LV tL ,oU BASIN VOLUME BOTTOM AREA DEPTH BOTTOM ELEVATION 9.00, -- N89'32'12"W 6" CURB & GUTTER ISPWC TFSD-701 LL 0 2740 CF 605 SF 2 FT 3640.75 o 6.28' 4.00' 90'00'00" 6" CURB & GUTTER ISPWC TFSD-701 S-p„ ACCESSIBLE PARKING STALLS, 16.00' -- No27'46"E s" CURB & GUTTER ISPWC TFSD-701 REVISIONS a 144.00' -- N89'32'12"W 6" CURB & GUTTER ISPWC TFSD-701 MRK DATE Description 81°' FS FS OFFLOADING,DOOR LANDINGS,AND ® ®„ ° SLOPE PER PLAN 1.5 /'SLOPE PER PLAN ACCESSIBLE ROUTE TO BE 2%MAX SLOPE. 16.69' -- NO'27'48"E 6" CURB & GUTTER ISPWC TFSD-701 a - E // 4 Q �j ® 25.07' 73.00' 19'40'48" 6" CURB & GUTTER ISPWC TFSD-701 j/\� a d FLQ ° j 8"j ® 45.37' 25.00' 103'58'48" 6" CURB & GUTTER ISPWC TFSD-701 14.79' -- N8446'08"E 6" CURB & GUTTER ISPWC TFSD-701 n x���� 95%COMPACTION 3 4' CRUSHED 8 j DATE 12I023 \ \ \/ \� DRAWN BY: WS CHECKED BYo : CS DRAWING TITLE to NOTES: CITY APPROVED PLANS ° GRADING , i. REFER TO IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION PUINSMUSTBEONlOB51TE (ACHD SUPPLEMENT) STANDARD DRAWING SD-708 FOR FORALLINSpECTIONS o AND ADDITIONAL INFORMATION AND RECOMMENDATIONS. o MODIFIED VALLEY GUTTER DRAINAGE -; NOT TO SCALE Q m T�, 20 0 20 40 60 80Civi T(208)918-4859 m c� Conlsulttiineering SHEET NUMBER 0 Nasland g 910 Main Street,Ste.314 j Boise,ID 83702 �Aoo rc Land Planning o� SCALE 1" = 20' nasland.com L o rc do I-VI N 1 2 3 4 5 6 7 1 8 1 9 1 10 PAge 3 Q 1 2 3 4 5 6 7 8 9 10 o 0 a s tp rIV v STACK ROCK o = GRCUF LANDSCAPE `w 0 j ARCHITECTURE 8 MASTER PLANNING 0 a (208)345-0500 d 404 S 8th St.#154 E Boise,ID 83702 StackRockGroup.com 0 n ---- E __ —EP WILLET C HOWARD,PLA OFFICE:(208)345.0500 EMAIL: 3 SD SD X EP N wiu@sTncrcreocrccreouecoN j -COM COM --- _ M� — .w�.srncrcRocrcoRouP.com N U v7� C" ————EP X THE GRAPHICS AND DESIGNS n o _ X— ON THIS SHEET ARE N X �yA DELIVERABLES THAT REMAIN o F, —X AT ALL TIMES PROPERTY OF 364 STACK ROCK GROUP,INC. SEWER DATA TABLE REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED / / J HERE IN IS PROHIBITED ® LENGTH BEARING SLOPE NOTE WITHOUT THE WRITTEN 0 // O S - S S CONSENT OF STACK ROCK 1. Q _ X X X X O7 12.04' N89'32'12"W 2.0%MIN 4" PVC TYPE SDR-35 G R O U P , I N C m Q° // QO Arr 3640/ ©2020 STACK yy 364 O2 10.65' NO'00'00"W 2.0%MIN 4" PVC TYPE SDR-35 E F/ // yyVP o _ _ _ J` 3642 ROCK GROUP,INC. 39.96' N50'24'29"W 2.0%MIN 4" PVC TYPE SDR-35 EP 3643 O p �6h EP--- 3643 --- EP—Q — —EP—————EP / Q e \ ---- S�ONA -- -- — c 4, / P EP EP ---EP— --EP EP — — EP (nP \ ---- x i/72/ I _ o3-to-zozs Q / oTgTE EFIG WATER DATA TABLE c RY SCHRP n 364j / EflLENGTH BEARING NOTE Ell81.53' NO'19'32"E 2" SDR-9 a W I / p I I � \��� ❑2 27.81' N89'40'28"E 2" SDR-9 4.60' NO'27'48"E 2" SDR-9 Ensure adequate o coverage over SS 4 0 \\ ` \\\ \ IIIII I I 4 CONSTRUCTION NOTES (a) INSTALL 4" SEWER SERVICE LINE AT BUILDING PER TFSD-511 TYPE—G, \ \ \ \ I I I Sewer Service Tap Is there an alternative REFER TO RESTROOM PLANS FOR ADDITIONAL INFORMATION. d A 1 \ \ \J I I I 1 2 3 O \ \ \ \ I I I I landscape plan or O PERFORM SEWER SERVICE EXCAVATION, BEDDING, PIPE INSTALLATION AND o� agreement document BACKFILL PER ISPWC DIVISION 300 AND 500. �y \\\ 1\ regarding irrigating off Q INSTALL DOMESTIC 2" WATER METER AND LINE PER TFSD-402A. REFER TO \ I potable water? PLUMBING PLANS FOR BACKFLOW LOCATION WITHIN THE BUILDING. \q \\ \ \ 1 1 1 I I I _ "o \ \ I I I I 1 3 _ ---� � ® INSTALL 4" SEWER CLEAN—OUT PER ISPWC SD-506A. u 2"WaterServiceTap 6,5s /// �;_--�_-- —__--� \ Q w -- W- 46-----W \--W- ---W --- ---- ---- - _---- 646 - - - -W--__- -- ====TTGW= NOTES o .. 36 3645\ FIRE LANE \ CONTRACTOR TO LOCATE AND VERIFY ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE w J a \DEPTH OF EXISTING WATER MAIN. LATEST VERSION OF ISPWC AND CITY OF TWIN FALLS SUPPLEMENTAL U) Q s S S S— SPECIFICATIONS TO ISPWC AND STANDARD DRAWINGS. Lw/ LL \ I X X EG --X X-E --X-EG --X THE HORIZONTAL SEPARATION OF THE WATER AND NON-POTABLE MAINS SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR THE a H o' \ WATER AND NON-POTABLE MAINS TO CROSS EACH OTHER AND THE o G NON-POTABLE MAIN IS LESS THAN 18 INCHES BELOW OR ABOVE WATER �rnrn a M FRS \ \ \\ MAIN, THE NON-POTABLE MAIN SHALL BE CONSTRUCTED WITH 150 PSI REVISIONS CLASS WATER PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE WATER MAIN. ONE FULL LENGTH OF BOTH WATER MAIN AND MIRK DATE Deacrlpil- .0 \ \\ \\\\ 1 \ \ NON-POTABLE LINE SHALL BE CENTERED AT THE CROSSING POINT SO ®„ THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. A a SEPARATION DISTANCE OF 25 FEET SHALL BE MAINTAINED FROM THE o WATER MAIN TO ANY SUBSURFACE DISPOSAL SYSTEM. 0 0 o m JOB NO: 322-009.1 O ID TE: 03/10I2025 U DRAWN BY: WS CHECKED By CS O 0' DRAWING TITLE N WATER o CITY ASP COVED PLANS AND 1 PWNS MUST BE ON JOB SITE w FOR M I BE SEWER PLAN 3 O Q 20 0 20 40 60 80 8+ O 7109WMain Street)918-4859 SHEET NUMBER ;, Civil Engineering a E Consulting Ste. N a s l a nd Boise,ID 837021. 00 SCALE 1" = 20' Land Planning C300 r nasland.com o vy NO U Is y 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 ge 4 O 1 2 3 4 5 6 7 8 9 10 s a 0 a in 0 U g x STACK ROCK G R O U P aD LANDSCAPE ARCHITECTURE& I MASTER PLANNING 0 N n (208)345-0500 0 BUT t. 0 N DISC,ID 83702 StackRockGroup.com WILLET C HOWARD,PEA j OFFICE:(208)345.0500 EMAIL: 1I 91TACKROCKGROUP.COM www.STACKROCKGROUP.COM E o U' THE GRAPHICS AND DESIGNS 0 ON THIS SHEET ARE 0 DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP,INC. LANDSCAPE NOTES: REPRODUCTION OR REUSE OF U 1. REGULATIONS&STANDARDS 6.2. All plant material shall meet or exceed the minimum THIS PRODUCT CONTAINED 0 1.1. All contractor work shall be conducted in accordance 4.3. Reuse of existing topsoil that has been stockpiled on federal standards as regulated by ANSI z60.1, HERE I N I S PROHIBITED with ISPWC(Idaho Standard Public Works site is permitted if: American Standard for Nursery Stock.Plants not WIT H O U T THE WRITTEN oConstruction),2017;and City of Twin Falls,ID codes, 4.3.1.Topsoil is tested and analyzed to ensure a proper meeting these standards for quality,or plants CONSENT OF STACK ROCK eq standards and state and local regulations. growing medium.Provide additional amendments as determined to be unhealthy by Owner's G R O U P , I N C 2. EXISTING CONDITIONS determined by soil tests.And representative,will be rejected. 2.1. All utilities shall be located prior to construction and 4.3.2.Topsoil is to be loose,friable natural soil that is clean 6.3. All trees and shrubs to be installed per details. ©2025 STACK 9 protected.Any damage to structures,utilities or and free of toxic materials,noxious weeds,weed 6.4. Fertilize all trees and shrubs per the Twin Falls Parks ROCK GROUP,INC. $ concrete will be replaced at contractor's expense. seeds,rocks,grass or other foreign materials larger and Recreation Standard Specifications Handbook. 2.2. The site has many existing improvements such as than 1.5 inches in any dimension. 6.5. All plants shall adhere to plant schedule,species& underground utilities,curb and gutter,light poles and 4.3.3.Topsoil should have a pH of 7.1 to 8.5. sizes.Any necessary substitutions due to availability LL sidewalks. 4.3.4.If on site topsoil does not meet these minimum or alternatives shall be coordinated to the landscape $, 2.3. See Civil Engineer's plans for information about standards contractor is responsible for providing architect via submittal. OF / o existing features;all drainage pipes and locations. approved imported topsoil or improving onsite topsoil 7. IRRIGATION PEE O oc Protect and retain drainage at all times. per the specifications in the Twin Falls Parks and 7.1. All sprinkler system contractors shall notify the Twin 3. GRADING&SITE PREPARATION Recreation Standard Specification Handbook. Falls Parks&Recreation department before starting 3.1. Prepare finish grades for planting by grubbing and 4.4. If imported topsoil is used it must be from a local any project.There will be a site review as well as an o removing weeds.If necessary apply Round-Up(or source and be screened free of any debris or foreign installation overview for each project. equivalent herbicide),using a certified applicator. matter.Topsoil must not contain rocks,sticks,lumps, 7.2. Irrigation system shall be built to the specifications Remove rocks and other materials over 2". or toxic matter. laid out in the Twin Falls Parks and Recreation .P LA-16733 V� 3.2. All gravel overprep to be removed and disposed of 4.5. Prepare finish grade of topsoil to elevations set by Standard Specification Handbook. FO 3.07.2 PP off site. Civil Engineer's plans with positive drainage away 8. CONTRACTOR RESPONSIBILITIES gNDSCAPF- 3.3. Finish grade to be smooth transition to allow for from structures.Refer to Civil Engineer's plans for 8.1. Estimated quantities are shown for general reference entire site to be a natural Flowing space. grading information. only.Contractor shall be responsible for all quantity 3.4. Refer to Civil Engineer's plans for grading information 4.6. Amend all new plantings with 2 parts topsoil and 1 estimates. &for all drainage pipes and locations. Protect and part compost. 8.2. All plant material and workmanship shall be retain drainage at all times. 5. PLANTER BED MULCH guaranteed for a period of one year beginning at the 3.5. No pooling or standing water will be accepted per 5.1. Planter beds to receive 3"depth of t"minus rock date of Substantial Completion.Replace all dead or UJ industry standards. mulch,color:black or approved other by architect. unhealthy plant material immediately with same type 4. SOILS 5.2. Install over commercial grade weed barrier fabric. and size at no cost to Owner. 4.1. All planter beds to receive a minimum of 12"depth of 5.3. All planter beds shall have a raw steel landscape 8.3. Landscape contractor to turn in as built drawings at screened topsail.Spread,compact,and fine grade to edge per detail 3/1-250. the end of project.Substantial Completion will not be 0 smooth and uniform grade 2.5"below adjacent 6. PLANTS granted until 2 copies @ 1"=20'scale are turned in o' surfaces. 6.1. All plant material shall be installed per industry and approved by Owner's Representative. 0 4.2. All lawn areas to receive a minimum of 6"depth of standards and comply with the city of twin falls 9. In the event of a discrepancy,notify the Architect. screened topsail.Spread,compact,and fine grade "Community Forestry Ordinance" topsoil to a smooth uniform grade 1"below adjacent v surfaces. SITE PLAN OVERALL: � o elf T - Y ° Q d COM X 'o LLI X > X N 0 X— LLLII J i W a p LL a. 01 C71 Illiln SITE PLAN AREA 1 - \ ' SITE PLAN AREA 2 - iii iii REVISIONS III MRK DATE Description SHEET L101&L201 SHEET L102&L202 III g \\ \ II�III A.. d \ I I IIIII o m There is an existing Fire Apparatus Access Road that serves both the residential areas to — __�� �� —=== =J the East and South of this project. This fire lane shall be intact,accessible,and signed. E LANE l O TB E:NO: 20-1588 \ � D 03.13.2025 Y \ DRAWN BV: TC o This fire lane is over 500'long and should be 26'wide or 20'wide with a turnout. Since I �_ CHECKED BV: MW Y this road exists,it can remain as is, provided that the fire lane does NOT become less \ \ DRAWING TITLE than 20'wide at any point. When possible,the fire lane should widen as it moves East. \\ \ �. \ \ CITY APPROVED PLANS SITE PLAN- Fire Lane Shall have: \ 12 mP °� OVERALL S -An unobstructed width of 20'-26' \ \ PLANS MUST BE ON JOB SITE -A vertical clearance of 13 feet 6 inches \ \ FORALLINSPECTIONS Z. -Marked with NO PARKING FIRE LANE signs approved by Fire Marshal \\ \ a No N0 -Surface shall be designed and maintained to support the imposed loads of emergency PARKING PARKING \ \ � 10o 1 0 feet SHEET NUMBER E0 response vehicles(75,000lbs)and provide all-weather driving capabilities FnN: ,pryE ® L 1 00 ds NORTH SCALE: =50' 0 mu w�tn 1 2 3 4 5 6 7 18 9 1 10 ge b O 1 2 3 4 5 6 7 8 1 9 1 10 There is an existing Fire Apparatus Access Road that serves both the residential areas to the East and South of this project. This fire lane shall be intact,accessible,and signed. V5 g This fire lane is over 500'long and should be 26'wide or 20'wide with a turnout. Since g x this road exists,it can remain as is,provided that the fire lane does NOT become less STACK ROCK than 20'wide at any point. When possible,the fire lane should widen as it moves East. R o u P LANDSCAPE Title 10-11-12 Required ARCHITECTURE 8 j MASTER PLANNING N Improvements to be completed for final Certificate of Occupancy for complete site Fire Lane Shall: -An unobstructed width of 20'-26' (208)345-0500 0 Landscaping Required: -A vertical clearance of 13 feet 6 inches 404SSth St.#300A1 54 02 270shs -Marked with NO PARKING FIRE LANE signs approved b Fire Marshal StackRockGouoise,ID 7p.com _ 270 shrubs g pp y WILLET C HOWARD,PEA 10-10-11:Interior Landscaping required in parking area that contains 20 or more parking -Surface shall be designed and maintained to support the imposed loads of emergency OFFICE:(208)345.0500 EMAIL: N spaces.8'x15'Landscape islands shall be located at the terminus of all parking rows. WL,,`�rAC CZ.Ro P'..o,N `w Each island to be protected by a raised 6"curb and 1 tree required in each island. response vehicles(75,000lbs)and provide all-weather driving capabilities E o U' 10-11-5:Parking Lot Lighting required:yes THE GRAPHICS AND DESIGNS 0 ON THIS SHEET ARE DELIVBLES THAT REMAIN q Parking:57 spaces provided AT ALE TIMES PROPERTY OF STACK ROCK GROUP,INC. 0 Trash Enclosure:Enclosed to obscure from adjacent street and properties. o REPRODUCTION OR REUSE OF O THIS PRODUCT CONTAINED HERE IN IS PROHIBITED 0 WITHOUT THE WRITTEN CONSENT OF STACK ROCK 0 G R O U P I N C ©2025 STACK Pam, ROCK GROUP,INC. LANDSCAPE KEYNOTES: # Sect. .� LL 1. EXISTING ASPHALT PATHWAY TO REMAIN-RETAIN AND PROTECT. --_ - 2. EXISTING POST AND RAIL FENCE TO REMAIN RETAIN AND PROTECT. $' 3. NEW ASPHALT PARKING LOT-SEE CIVIL PLANS FOR GRADING AND CURB DETAILS. ___-EP OF /0 0 4. NEW RESTROOM BUILDING-CXT PRECAST RESTROOM BUILDING,MODEL:MONTROSE WITH PORCH,ON SD SID Ep qy CONCRETE PAD PER MANUFACTURE'S STANDARDS. M OM COM COM --__ --_- C9 P F'� H O 5. BIKE RACKS-DERO HOOP RACK OR OTHER APPROVED BY OWNER.COLOR-GALVANIZED,SURFACE MOUNT PER MANUFACTURER'S RECOMMENDATIONS. O X O 6. MONUMENT SIGN-EXACT DESIGN TO BE COORDINATED WITH THE CITY. ___Ep X \ L 7. EXISTING GRAVEL ACCESS ROAD/FIRE LANE. p 01, 8 _ - X-X- 7.1. EXPAND GRAVEL ACCESS ROAD TO NEW PARKING LOT OPENING. X X .7+ LA-16733 Z' 8. NEW ASPHALT ENTRANCE TO PARKING AREA.INSTALL DRIVE TO BE TO THE EAST OF THE EXISTING SEWER E X FO -10/ PTV ' MANHOLE. o �X /gNDSCAPF- 0. 9. EXISTING SEWER MANHOLE TO REMAIN-RETAIN AND PROTECT. `; N X I a 10. SWALE/DETENTION BASIN-SEE CIVIL GRADING PLANS FOR MORE INFORMATION. Q / 11. INSTALL TRAILHEAD SIGN ON SIDE OF RESTROOM BUILDING-SIGN TO BE PROVIDED BY OWNER. / < / Yi 12. INSTALL BOULDERS INSET IN CONCRETE AS VEHICLE STOPS. 13. OUTDOOR PLAYGROUND CLIMBING BOULDERS/WALLS-CONTRACTOR SHALL COORDINATE DESIGN OF PLAYGROUND CLIMBING BOULDERS WITH ENTRE-PRISES IN BEND,OREGON,OR SUBMIT OTHER DESIGN ALTERNATIVES TO BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER.SEE DETAIL 9/1250 FOR DESIGN -\ // S 8 S S \ I S LU INTENT OF CLIMBING BOULDERS. \ EQ \\ \ X XF7, X 14. FITNESS EQUIPMENT AREA-FITNESS EQUIPMENT TO BE FROM MOVE STRONG OUTDOOR FUNCTIONAL fA E� // / ��TOP \ g \ FITNESS EQUIPMENT.CONTRACTOR SHALL COORDINATE WITH MANUFACTURER FOR EXACT LAYOUT OF / / y� FITNESS EQUIPMENT IN THE SPACE PROVIDED.LAYOUT SHALL BE REVIEWED AND APPROVED BY LANDSCAPE \ F// / o 24 \\ S ARCHITECT AND OWNER PRIOR TO INSTALLATION.INSTALL ALL EQUIPMENT PER MANUFACTURER'S fA / �Q 24 O RECOMMENkA DATIONS. \ / / / 23 \ ERS ALON( 15. CONCRETE SEAT WALL-SEE DETAIL 5/1250. / / / \ / N 23 \\ \ OF PATHWAY E ALKV 16. TRIANGULAR SHADE SAIL GROUPING-SEE DETAIL 6/1250 FOR TYPICAL SHADE SAIL SIZE AND DETAIL 10/1250 \ EO / / ----EP \ GENTLY SLOPE WALKM FOR SHADE SAIL GROUP POST LAYOUT. \ / / / P EP-----EP - / �- RESTROOM INTO PAR 17. SHADE SAILS-SEE DETAIL 6/1250 FOR TYPICAL SHADE SAIL SIZE AND DETAIL 1/1251 FOR EACH SHADE SAIL / / Q I 1 O \\ S SHALL NOT E) v GROUP POST LAYOUT. / / CONTRACTOR ENSURE SHALL TING - -- 1 - 18. BOULDER ACCENT WALL OR BOULDER ACCENT IN LANDSCAPE-FIELD FIT BOULDERS IN APPROXIMATE ENSURE EXISTING -- LOCATION SHOWN.BOULDERS SHALL BE LOCALLY SOURCED AND VARY IN SIZE 4'-T IN DIAMETER.BURY PATHWAY IS 5%/ -t3; '-EP. -_p -' CP SLOPES OR LOWER OF BOULDER AS NECESSARY TO KEEP IN PLACE.COORDINATE WITH PARKS DEPARTMENT ON -. SOURCE OF BOULDERS -J" 19. BERM-3-4'HEIGHT BERM.CONTRACTOR SHALL FIELD FIT BERM AS NECESSARY.GRADES OF BERM SHALL BE 3 1 4 1 SLOPES,NOT TO EXCEED 3:1 SLOPE MAXIMUM. 20. PICNIC TABLE-PROVIDED BY OWNER. 21. RAW STEEL LANDSCAPE EDGE-SEE DETAIL 4/1250. T 22. BENCH-PROVIDED BY OWNER. 17 - 23. BOLLARD-BOLLARD FABRICATED BY CITY OF TWIN FALLS,CONTRACTOR SHALL COORDINATE WITH CITY FOR ACQUISITION OF BOLLARDS. 24. GALVANIZED STEEL TUBULAR DOUBLE VEHICLE GATE-S-SERIES DOUBLE GATE KIT BY HOOVER FENCE c COMPANY OR APPROVED EQUAL.ITEM#:BARRIER-GATE-S-GALV-DBL.30,TOTAL WIDTH OR WIDTH NEEDED TO SPAN DRIVEWAY WIDTH.PLACE FENCE A DISTANCE AWAY FROM MAIN ENTRANCE FOR A VEHICLE TO FIT / LL o, WITH GATE CLOSED.CONTRACTOR SHALL COORDINATE WITH PARK AND RECREATION FOR EXACT GATE // /X Y '.0 Q 10 3 12 LOCATION AND SUBMIT GATE TYPE FOR APPROVAL BY OWNER. -�� d 25. SEWER,WATER,AND POWER UTILITIES STUBBED FROM RESTROOM BUILDING.SHOWN FOR REFERENCE k.4 t` i 1• X 1 g ONLY,CONTRACTOR SHALL CONFIRM EXACT REQUIREMENTS,CONNECTION POINTS,LOCATION,ETC WITH RESTROOM BUILDING MANUFACTURER AND CITY STAFF. z, } LIJ / dscape elf0 use plan: e w vS LANDSCAPE MATERIALS LEGEND: \\\ F ��\\\\ ,1: j i"+9XXZXYX X co J LIJ ULL V PLANTER BED AREA-SEE LANDSCAPE o PLAN FOR MORE INFORMATION \ 1 Z o \ F Ys. 1 3 f fa 25 y NEWCONCRETE FLATWORK-5"THICK t'� '� ; SIDEWALK PER ISPWC SD-709. .i k REVISIONS arki e 10 t5 Wlth a 12 c, MRK DATE Description LIGHT DUTY ASPHALT PAVING \\ t 1 F. 3 lease revise to show ightin 1$ �.i, ,t ®�� PER PAVEMENT SECTION �(•� s DETAIL ON SHEET C100. c SYNTHETIC TURF-SYNAUGUSTINE X47 BY SYNLAWN OR OTHER APPROVED EQUAL.INSTALL WITH SYNLAWN d ENVIROFILL.INSTALL TURF AND INFILL PER MANUFACTURER'S o RECOMMENDATIONS-SEE DETAIL 7/1-250. am PLAYGROUND SURFACING-SYNLAWN FULL PLAYGROUND SYSTEM WITH SYNLAWN ARTIFICIAL GRASS WITH HEATBLOCK,FALL PAD UNDERLAYMENT SYSTEM,AND ENVIROFILL.FALL PAD DEPTH AS REQUIRED FOR 8'MINIMUM FALL HEIGHT. - \ - - JOB NO: 20-1588 INSTALL TURF PER MANUFACTURER'S RECOMMENDATIONS.SEE DETAIL 8/1250. DATE: 03.13.2025 9 5 '/" \ \ DRAWN BY- TC DRAINAGE SWALE WITH R OTHER A GRASS MIX \ �' s;; 7.1 CHECKED BY: MW �o BY GREAT BASIN SEED OR OTHER APPROVED BY O ,S S ; \ 23 (NP OF 4) FIRE LANE OWNER.SEED AT 15LBS PER ACRE OR OTHER I x .. .. RECOMMENDED BY MANUFACTURER. \ 1 - \ __ D..�. `_ �- -- RAWING TITLE O \ I to CITY T PLANT A DEN 0 21 -EG 25 y o CITY TOPLANT GARDEN 2 AS NECESSARY. \ x 2 i g SITE PLAN- Y AREA 1 U a PAVERS-MELVILLE PLANK PAVER BY BELGARD OR OTHER APPROVED 0 d EQUAL.COLOR:AMBER BEIGE, \ I j t PATTERN:LINEAR SLIM/LARGE COMBO \ o -O O tl1 a CITY APPROVED PLANS SHEET NUMBER �2 �� ,bA,�• � 0 20 40 60 feet a E0 PLANS MUST BE ON JOB SITE ® K 0 o FOR ALL INSPECTIONS L101 r �� NORTH SCALE:1"=20' 0 ds mu w 1 2 3 14 5 6 7 8 9 1 10 ge b 0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 s There is an existing Fire Apparatus Access Road that serves both the residential areas to the East and South of this project. This fire lane shall be intact,accessible,and signed. V5 0 " This fire lane is over 500'long and should be 26'wide or 20'wide with a turnout. Since = STACK this road exists,it can remain as is,provided that the fire lane does NOT become less R0 ROCK than 20'wide at any point. When possible,the fire lane should widen as it moves East. ARCA11iTEcr 1RE a i MASTER PLANNING N Fire Lane Shall: M -An unobstructed width of 20'-26' (206)345-0500 0 8th St. N -A vertical clearance of 13 feet 6 inches Boise,ID 83702 StackRockGroup.com _ -Marked with NO PARKING FIRE LANE signs approved by Fire Marshal WILLET C HOWARD,PEA OFFICE:(208)345.0500 EMAIL: -Surface shall be designed and maintained to support the imposed loads of emergencyK�Ro MN E response vehicles(75,000lbs)and provide all-weather driving capabilities o U' THE GRAPHICS AND DESIGNS 0 ON THIS SHEET ARE 0 DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP,INC. o REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED ,0 HERE IN IS PROHIBITED 0 WITHOUT THE WRITTEN CONSENT OF STACK ROCK 0 G R O U P I N C ©2025 STACK Pam, ROCK GROUP,INC. LANDSCAPE KEYNOTES: # W 1. EXISTING ASPHALT PATHWAY TO REMAIN-RETAIN AND PROTECT. seal. 2. EXISTING POST AND RAIL FENCE TO REMAIN RETAIN AND PROTECT. $' 3. NEW ASPHALT PARKING LOT-SEE CIVIL PLANS FOR GRADING AND CURB DETAILS. OF /0 0 4. NEW RESTROOM BUILDING-CXT PRECAST RESTROOM BUILDING,MODEL:MONTROSE WITH PORCH,ON q' CONCRETE PAD PER MANUFACTURE'S STANDARDS. 5. BIKE RACKS-DERO HOOP RACK OR OTHER APPROVED BY OWNER.COLOR-GALVANIZED,SURFACE MOUNT -X PER MANUFACTURER'S RECOMMENDATIONS. -X p 6. MONUMENT SIGN-EXACT DESIGN TO BE COORDINATED WITH THE CITY. X-X I L 7. EXISTING GRAVEL ACCESS ROAD/FIRE LANE. 7.1. EXPAND GRAVEL ACCESS ROAD TO NEW PARKING LOT OPENING. .7+ LA-16733111111111 VZ' 8. NEW ASPHALT ENTRANCE TO PARKING AREA.INSTALL DRIVE TO BE TO THE EAST OF THE EXISTING SEWER FO 3.07.2 Q- MANHOLE. ( P 9. EXISTING SEWER MANHOLE TO REMAIN-RETAIN AND PROTECT. gNDSCAPp- 10. SWALE/DETENTION BASIN-SEE CIVIL GRADING PLANS FOR MORE INFORMATION. 11. INSTALL TRAILHEAD SIGN ON SIDE OF RESTROOM BUILDING-SIGN TO BE PROVIDED BY OWNER. Yi 12. INSTALL BOULDERS INSET IN CONCRETE AS VEHICLE STOPS. 13. OUTDOOR PLAYGROUND CLIMBING BOULDERS/WALLS-CONTRACTOR SHALL COORDINATE DESIGN OF LX_X X X X PLAYGROUND CLIMBING BOULDERS WITH ENTRE-PRISES IN BEND,OREGON,OR SUBMIT OTHER DESIGN ALTERNATIVES TO BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER.SEE DETAIL 9/1250 FOR DESIGN W INTENT OF CLIMBING BOULDERS. X X X X X X X X X X X X X X 14. FITNESS EQUIPMENT AREA-FITNESS EQUIPMENT TO BE FROM MOVE STRONG OUTDOOR FUNCTIONAL FITNESS EQUIPMENT.CONTRACTOR SHALL COORDINATE WITH MANUFACTURER FOR EXACT LAYOUT OF _ J - y� FITNESS EQUIPMENT IN THE SPACE PROVIDED.LAYOUT SHALL BE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION.INSTALL ALL EQUIPMENT PER MANUFACTURER'S Ep RECOMMENDATIONS. ADD BOULDERS ALONG LENGTH 0 15. CONCRETE SEAT WALL-SEE DETAIL 5/1250. OF PATHWAY AS NECESSARY TO 16. TRIANGULAR SHADE SAIL GROUPING-SEE DETAIL 6/1250 FOR TYPICAL SHADE SAIL SIZE AND DETAIL 10/1250 GENTLY SLOPE WALKWAY FROM _ __ FOR SHADE SAIL GROUP POST LAYOUT. ' RESTROOM INTO PARK.SLOPE -EP o -EP-----EP-----EP-----EP-----EP_---- 18 17. SHADE SAILS-SEE DETAIL 6/1250 FOR TYPICAL SHADE SAIL SIZE AND DETAIL 1/1251 FOR EACH SHADE SAIL SHALL NOT EXCEED 5% N � E------EP EP 19 v GROUP POST LAYOUT. LJ 18. BOULDER ACCENT WALL OR BOULDER ACCENT IN LANDSCAPE-FIELD FIT BOULDERS IN APPROXIMATE p - E.., P -' �P -,EP- - EP 18 LOCATION SHOWN.BOULDERS SHALL BE LOCALLY SOURCED AND VARY IN SIZE 4'-TIN DIAMETER.BURY LOWER)OF BOULDER AS NECESSARY TO KEEP IN PLACE.COORDINATE WITH PARKS DEPARTMENT ON F r SOURCE OF BOULDERS. ::7 f�.-�. __ _ r �''X 19. BERM-3'-4'HEIGHT BERM.CONTRACTOR SHALL FIELD FIT BERM AS NECESSARY.GRADES OF BERM SHALL _ // = _ - - x BE 3:1-4:1 SLOPES,NOT TO EXCEED 3:1 SLOPE MAXIMUM. (TV QF 2)20 '.:I I T - - --. - y 20. PICNIC TABLE-PROVIDED BY OWNER. m 21. RAW STEEL LANDSCAPE EDGE-SEE DETAIL 4/1250. 17 (Tyo,OF 2)20 �•�•_ -- - _ - T 22. BENCH-PROVIDED BY OWNER. 23. BOLLARD-BOLLARD FABRICATED BY CITY OF TWIN FALLS,CONTRACTOR SHALL COORDINATE WITH CITY FOR I1 I ACQUISITION OF BOLLARDS. 12 �//: 19 17 24. GALVANIZED STEEL TUBULAR DOUBLE VEHICLE GATE-S-SERIES DOUBLE GATE KIT BY HOOVER FENCE - `` ''' 1zi,,.- - ✓"l Y (TYP.OF4 5 .,t f 1g 19 �` :r-. �� ✓ 1-:::. { III l 1 I_:::COMPANY OR APPROVED EQUAL.ITEM#:BARRIER-GATE-S-GALV-DBL.30'TOTAL WIDTH OR WIDTH NEEDED n/ c TO SPAN DRIVEWAY WIDTH.PLACE FENCE A DISTANCE AWAY FROM MAIN ENTRANCE FOR A VEHICLE TO FIT LL o WITH GATE CLOSED.CONTRACTOR SHALL COORDINATE WITH PARK AND RECREATION FOR EXACT GATE 12 ' '' y - 18 I•'" I I 1:1 1 x LOCATION AND SUBMIT GATE TYPE FOR APPROVAL BY OWNER. r k r �� 1$ ^ 25. SEWER,WATER,AND POWER UTILITIES STUBBED FROM RESTROOM BUILDING.SHOWN FOR REFERENCE / 16 JP ONLY,CONTRACTOR SHALL CONFIRM EXACT REQUIREMENTS,CONNECTION POINTS,LOCATION,ETC WITH r TVF'.OF - 2 I I I 'o � 1 1 ( ) 0 RESTROOM BUILDING MANUFACTURER AND CITY STAFF. � .� ,,'r 11 Ensure adequate v..r>r, :;::`::`• � /- } } I'.I LLI (TYP OF2) I covers a over SS 1 v n�// 0 18 L[_ - � I j } • t o 4 }• 1 �. x o d w .os f J 15 Cl) LANDSCAPE MATERIALS LEGEND: G a:• III '?r u J }' 15 r 11t1 >t1I w Lai V PLANTER BED AREA-SEE LANDSCAPE o PLAN FOR MORE INFORMATION d 18 h o r NEW CONCRETE FLATWORK-5"THICK >;'•a '<•• ;.;• 14 j r• } I I 1:1 I ` SIDEWALK PER ISPWC SD-709. 1 z z z r e 18 1z % •V a ( REVISIONS tI111 y t I I I x MRK DATE Description LIGHT DUTY ASPHALT PAVING 18 'f 5 3. y PER PAVEMENT SECTION £ �7 •- < ` r ®" s DETAIL ON SHEET C100 {,\ ✓ �- / SYNTHETIC TURF-SYNAUGUSTINE X47 BY SYNLAWN OR ✓ OTHER APPROVED EQUAL.INSTALL WITH SYNLAWN Keep Boulders out } k ,^T ;mil 11 ✓y:::J✓�f I d .. .. ENVIROFILL.INSTALL TURF AND INFILL PER MANUFACTURER'S of easement '_ \ 1 ` / /' �:.r ��"-:^'• '�/� rff�•F✓ - i `o RECOMMENDATIONS-SEE DETAIL 7/L250 PLAYGROUND SURFACING-SYNLAWN FULL PLAYGROUND SYSTEM WITH SYNLAWN ::� � -" ® -. -_ t -1 13 •`�/ t - ____ - m ARTIFICIAL GRASS WITH HEATBLOCK,FALL PAD UNDERLAYMENT SYSTEM,AND -�`'-�' II G"= 22 - l 15 ___ � ENVIROFILL.FALL PAD DEPTH AS REQUIRED FOR 8'MINIMUM FALL HEIGHT. -- ---�-�EG---�- __ _- �'_---""' ^CV` JOB N0: 20-1588 INSTALL TURF PER MANUFACTURER'S RECOMMENDATIONS.SEE DETAIL 8/1250. 17 18 x DATE: 03.13.2025 \ I_ 18 DRAWN D TC DRAINAGE SWALE WITH XERISCAPE GRASS MIX i!~L/J~� a S S 19 19 FIRE LANE CHECKED BY: MW BY GREAT BASIN SEED OR OTHER APPROVED BY S S 19 OWNER.SEED AT 15LBS PER ACRE OR OTHER S S S RECOMMENDED BY MANUFACTURER. --r.-EG -- -E - - --- X-EG ----EG ----EG-----EG S----EG-----EG ----EG-----EG-----EG-----EG DRAWING TITLE N D BOULDERS ALONG LENGTH X X X X X X X X X \ R Y'�'" POLLINATOR GARDEN- 25 \ OF PATHWAY AS NECESSARY M of SITE PLAN- o CITY TO PLANT GARDEN 9 - - GENTLY SLOPE WALKWAY FROM S' z AS NECESSARY. \ SHALL OM INTO PARK.SLOPE 2 \ 1. ` \ SHALL AREA 2 0 a PAVERS-MELVILLE PLANK PAVER BY BELGARD OR OTHER APPROVED d EQUAL.COLOR:AMBER BEIGE, \ --- PATTERN:LINEAR SLIM/LARGE COMBO EG a a � o SHEET NUMBER Ei2 CITY APPROVED PLANS ® 0 20 40 60 feet p. rc �� R..,. ,���Tomo,., L 102 r PLANS MUST BE ON LOB SITE SCALE:1"=20' Lyy FOR ALL INSVECTIONS NORTH y 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 HAge I O 1 2 3 4 1 5 6 7 1 8 9 1 10 s Fire hydrants(FH)and fire department connections(FDC)shall be kept clear for all weather,all hour,emergency access. FH shall have a 6'diameter clear area and FDIC shall = have a 3'path of clearance from the emergency 5 Tn R o ROCK access road to the FDIC on the bldg. LANDSCAPE N ARCHITECTURE& MASTER PLANNING Site landscaping required: N 54 trees 270 shrubs There is an existing Fire Apparatus Access Road that serves both the residential areas to 404 S 8th St#300A1 Boise,ID 83702 50%required to be evergreens the East and South of this project. This fire lane shall be intact,accessible,and signed. stackRockcroup.cap.com M O N Gateway Arterial Landscaping: wILLET c HowARD,PEA Preserve PUD requirements: This fire lane is over 500'long and should be 26'wide or 20'wide with a turnout. OFFICE:(208)345.0500 EMAIL:Since w @STACKR°°KGn°UBc°M A 35-foot wide landscape buffer including this road exists, it can remain as is,provided that the fire lane does NOT become less .ST^cRR°°K°R°°°.°°N hmeandering sidewalk,measured from the back Of the curb than 20'wide at any point. When possible,the fire lane should widen as it moves East. c f.9 will be constructed edge Of paved travel way, along Eastland Drive. THE GRAPHICS AND DESIGNS Required landscaping; O N THIS SHEET A R E E Re q p 9� Fire Lane Shall: DELIVERABLES THAT REMAIN 0 9 trees AT ALL TIMES PROPERTY OF 45 shrubs -An unobstructed width of 20'-26' STACK ROCK GROUP,INC. o At least 50%required to be evergreens -A vertical clearance of 13 feet 6 Inches REPRODUCTION OR REUSE OF Marked with NO PARKING FIRE LANE signs approved by Fire Marshal THIS PRODUCT CONTAINED PLANT SCHEDULE HERE IN IS PROHIBITED I.o WITHOUT THE WRITTEN V -Surface shall be designed and maintained to support the imposed loads of emergency CONSENT OF STACK ROCK 10 G R O U P , I N C SYMBOL CODE BOTANICAL/COMMON NAME CONT CAL QTY response vehicles(75,000lbs)and provide all-weather driving capabilities ©2025 STACK e�p TREES ROCK GROUP,INC. ® ALJ Amelanchier laevis'JFS-Arb'/Spring Flurry®Allegheny Sewiceberry B&B 2" 4 28'h x 20'w lL0 seal, - ----EP ,(E OF0 /O CRN "I'a reticulata/Netleaf Hackberry B8B 2" 4 M OM COM SD SU -- -EP P 30'h x 25'w COM __-- ¢ �X O ----EP-_— -- X X .a 30'h x uteria paniculata'JFS-Sunleaf'/Summerburst®Golden rain Tree X� KPJ 30'h x 301v B&B 2" 5 X X ----EP S LA-16733 VZ' � COM FO 3.07.2 pQ- Fo COM �gNDSCAPF- 0 QUW ..arcus x-.i'Long'TM/Regal Prince Oak B&B 2" 6 // <Q 40'h x25'w 1 // // / TCG THIS cordata'Greenspire'/Greenspire Li8leleaf Linden B&B 2" 4 '\ S S \ S I S lL 0 50'h x 30'w \ �Q \\ \ X X X F,o TOP P WOO \ \ SYMBOL CODE BOTANICAL/COMMON NAME CONT FIELD2 CITY \Po �// // 40 ie SHRUBS \\\ FO/ /%e // I EP 1-ENR �\__-- __ ^� (D ASM 3�3siax'Silver Mound'/Powis Castle Artemisia 2gal 18 \ (�// / // I 5-PFP EP \\ ----EP-----EP- ----EP EAB S } CAK Calamagrosts x acu[Oora'Karl Foerster'/Feather Reed Grass 2 gal 28 / EP -- '--EP--- \ 4-SSB 5'h x 3W / / -fP: -�_._....EP - Chamaebatara mIIIefolium'Fernbush'/Fernbush �. /� O CMF 5'h x5'w Sgal g \\ / 0Z . 1 sB s uu,£ Elymus arenarius Blue Dune/Blue Dune Lyme Grass \ / 4e 2 4UW \ ` CQ EAB 1 gal 26 F \ / 2-ALJ R P„"jm0 30"h x 36"wJ� N FP \ I \I En meria nauseosa/Rubber Rabbitbmsh / 'J I ENR 4'hx4'w 5gal 34 ,". 3-RAG yv \ 8 OPP �~ i 11-TCG S _ v EBB EB M1 z Za�stridum/Strict Buckwheat 1 gal 14 // 7-ASM� 1-TCG 13-EUS� / -a{' � __ 2-RAG o 12"h xnum umbellatum/Sulfur0ower Buckwheat / Y EUS 1gal 13 / ,l O �00' \ 3-SR 12"h x 18"w �R ` QPP Oenothera pallida/Pale Evening Primrose 1 gal 18 // / Oc o z"h x 1 z"w // / ( 7 I I I I 2 I vW d P-milla Outiwsa'Pink Beauty'/Pink Beauty Potentilla 3'h x4'w Sgal 20 y �Q Rhus ammatica'Gro-Low'/Gro-Low Fregrant Sumac 5 gal 52 \ \ - -[ \ LU �s�i�_Xg Schi2achyrium scoparium'The Blues'/The Blues Little Bluestem \FAlr _ �1 v, LQL 1I !� SS Th x 3'w i gal 58 \ 14-ESS �,n 1 LI J Z \5\ENR t„'k >>>_ y Sorghasirum nutans'Sioux Blue'/Blue Indian Grass 6= SB SRS 1 gal 32 \ ♦ 3'h x 3'w i o \\ EA \ Fo REVISIONS 2-A MRK DATE Description $ \ \ 2-RA -SI G 1 E ®ss LANDSCAPE MATERIALS LEGEND: 1\cG o \�q\ _RA� Do not plant trees or large shrubs directly LANDSCAPE ROCK MULCH- \\ {+ ` \ over SS T d SEE NOTE 5/1-100 a ':.'.':.'.•:.':. SYNTHETIC TURF-SYNAUGUSTINE X47 BY SYNLAWN OR \Fv "`' �.�co ® - +" \ ? .':.'.•:.'.'::': OTHER APPROVED EQUAL INSTALL WITH SYNLAWN \\ - `',� �'-`-r : r--�• ENVIROFILL.INSTALL TURF AND INFILL PER MANUFACTURER'S \ l i'+ - /S;F \ p JOB NO, 20-1588 DATE: 03.13.2025 RECOMMENDATIONS-SEE DETAIL 7/L150. '�' j 4-SSB —��. ` 3-EA I'I4 Tc ` FIRE LANE 3-CAK DRAWN BY- Y PLAYGROUND SURFACING-SYNLAWN FULL PLAYGROUND SYSTEM WITH SYNLAWN \ "r 5-PFP 2 ENR \\ CHECKED BY: Mw o ARTIFICIAL GRASS WITH HEATBLOCK,FALL PAD UNDERLAYMENT SYSTEM,AND O '�� �r 7-CAK ENVIROFILL.FALL PAD DEPTH AS REQUIRED FOR 8'MINIMUM FALL HEIGHT. \ t^ 1 c INSTALL TURF PER MANUFACTURER'S RECOMMENDATIONS.SEE DETAIL 8/1-150. DRAWING TITLE to DRAINAGE SWALE WITH XERISCAPE GRASS MIX q w a BY GREAT BASIN SEED OR OTHER APPROVED BY OWNER.SEED AT 15LBS PER ACRE OR OTHER I x LANDSCAPE RECOMMENDED BY MANUFACTURER. \ l Y PLAN -AREA 101 S .. POLLINATOR GARDEN- CITY TO PLANT GARDEN \ l 0 t AS NECESSARY. \ O 1 y CITY APPROVED PLANS SHEET NUMBER 0 20 40 60 feet ?0 plANS MUST BE ON lOB SITE � FOR ALL INSPECTIONS L 2 01 IS NORTH SCALE:1"=20' K ds 0 Ho w 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 PAge 6 0 1 2 3 4 5 6 1 7 1 8 9 1 10 s Fire hydrants(FH)and fire department connections(FDC)shall be kept clear for all weather,all hour,emergency access. FH shall have a 6'diameter clear area and FDIC shall = have a 3'path of clearance from the emergency 5 Tn R o ROCK access road to the FDIC on the bldg. LANDSCAPE N ARCHITECTURE& MASTER PLANNING aD ao N There is an existing Fire Apparatus Access Road that serves both the residential areas to 404 S 8th St#300A1 Boise,ID 83702 the East and South of this project. This fire lane shall be intact,accessible,and signed. StackRockGroup.com M 'r1 WILLET C HOWARD,PLA This fire lane is over 500'long and should be 26'wide or 20'wide with a turnout. Since OFFICE:(208)345.0500 EMAIL: iu@STn°xa°C.GR°UP.°°M - this road exists, it can remain as is,provided that the fire lane does NOT become less than °°N N than 20'wide at any point. When possible,the fire lane should widen as it moves East. U' THE GRAPHICS AND DESIGNS ON THIS SHEET ARE Fire Lane.Shall: DELIVERABLES THAT REMAIN o AT ALL TIMES PROPERTY OF o -An unobstructed width of 20'-26' STACK ROCK GROUP,INC. `s -A vertical clearance of 13 feet 6 inches REPRODUCTION OR REUSE OF Marked with NO PARKING FIRE LANE signs approved by Fire Marshal THIS PRODUCT CONTAINED HERE IN IS PROHIBITED PLANT SCHEDULE E WITHOUT THE WRITTEN V -Surface shall be designed and maintained to support the imposed loads of emergency CONSENT OF STACK ROCK G R O U P , I N C SYMBOL CODE BOTANICAL/COMMON NAME CONT CAL QTY response vehicles(75,000lbs)and provide all-weather driving capabilities ©2025 STACK e�p TREES ROCK GROUP,INC. 0 ® AW Amelanchier laevis'JFS-Arb'/Spring Flurry®Allegheny Serviceberry B&B 2" 4 lL 28'h x 20'w Seal. 4E OF /Oa' • CRN 30'Ih xr25cWlata/Netleaf Hackberry B&B 2" 4 X—�X 0 L • J KPJ Koelmuteriapaniculata'JFS-Sunleaf/SummerburstlD Golden min Tree B&B 2" 5 �Wf ao•hxaow ,r LA3016Z33P��� X �gNDSCAPF- 0 QUW Quercus x—.i'Long'TM/Regal Prince Oak B&B 2" 6 40'h x 25'w 7 LX_X X X X � THIS cordata'Greenspire'/Greenspire Li8leleaf Linden TCG 50'h x 30'w B&B 2" 4 —X X X X X X X X_X X X X0 X X W 4 — P SYMBOL CODE BOTANICAL/COMMON NAME CONT FIELD2 CITY Ep� SHRUBS /' —da----- E • 3 ASM Artamsia x'Slver Mound'/Powis Castle Artemisia 2 al 18 ----EP ----EP—L---EP-----EP-----Ep-----EP----- 2-SS $ `�....,' 3'hx3'w g 5-EAB EP-----EP-----EP ----EP 1-KPR Ca lam agmsts x acu[Oora'Karl Foerster'/Feather Reed Grass 4-SSB P FP —fP —— _EP 3-RAG *' { } CAK 5'h x 3w 2 gal 28 —, EP — (/`'�J '}•+' - EP — EP— EP V O CMF Chamaebat ar a m Ilefol um'Fernbush'/Fernbush 5 gal g F :.-. — 2-SRS 5'h x5'w % ` ,X _ — _ [k -1 3-ENR 34uu,£ Elymus arenanus Blue Dune Blue Dune Lyme Grass 0�"0 1 /`'�� � � ( ) / _— _ � w �✓� 3 SSB EAB 30"h x 36"w 1 gal 26 ( \ 1. 1 :2-CMF I __ l`•� \ ` 5-RAG 1 V1-EAB 2-KPJ i. — 5-ENR I. Ericameria nauseosa/Rubber Rabbitbmsh tT"`� 1-CMF g-RAG ) ' � _� - 6-SRS {,�6 - a; ENR 4'h x 4'w 5 gal 34 / `� - - 4-SSB / /o t - i Erio onum striaum/Strict Buckwheat 1-TCG '/.�1 ' r Y 1 • 1 EBB g 1 gal 14 2 RAG I ' c ��L/., 18"h x 24"w �/`'�) \ o 1 •< EUS Eriogonum umbellatum/Sulfur0ower Buckwheat 1 gal 13 3-SRS \'- C. __- i \ / 1-EAB • D/A Y W.' 12"hx18"w QUW rc •..'.'•'..... I I O 2-ASM t,€" x ^Q^ Y f QPP Oenothera pallid,/Pale Evening Primrose 1 gal 18 I I 1-S1SB .k 3-SRS 1 1 I 12"hx 12"w 2_EMR / 4-OPP �\ Ly 5-RAG / / 4-EAB /(D Potentilla frutiwsa'Pink Beauty'/Pink Beauty Potentilla 5 al Y J 1-ASM �"'` Sh x4'w 9 20 W _. -� 0 "'CCU.✓✓✓ Rhus a mmatica'Gro-Low'/Gm-Low Fre rant Sumac vS d 9 t: - PP x LLJ 5 al 3 O RAG 52 9 1 � � J 18'h x 6'w /S` '^ `,fi xSR,h J .. 5-SSB s' e 1-ENR -CMF'• ^ LJ Q SSB Schx 3'w rium scoparium'The Blues'/The Blues Little Bluestem 1 gal 58 Relocate boulders ,, ,,, " " 2-SRS 4-CMF i LL 3'h x3'w ....3-OPP�•' 2-ASM 2-CRN Z U out of easement _ ySorghasimm nutans'Sioux Blue'/Blue Indian Grass 5-SRS / 2-EAB 4-RAG 2-PSM ? SRS 1 gal 32 _ 3-EAB "�l a 3'h x3'w ® ® 2-RAG �J 3-€NR yvt 2-ENR 4 ASM a 5-SRS o � 4-SSB 1 .:. 1_QUW 2-RAG �` r(CD-)* 1QUW �,�.1Ip�EppREVISIONS \ S -ALJ� 1-KPJ ��.FJ• (D"R a4d': x MRK DATE De riptio m 1-SRS Y-l�� �2-RAG 1-ENR -�4/./"/- "� 1 ENR 5-ENR I I.I 1 t ®- „ Do not plant trees or 1�cG 2-QUWi LANDSCAPE MATERIALS LEGEND: large shrubs directlyy'( '�'` O F 8-RAG e 1 i� o . 4 o ". - � L over SS 2-Iss6 LANDSCAPE ROCK MULCH- X ` •> y /`'� '' h ,,� , `✓ I" 1 C o SEE NOTE 5/L100 : € ��k� 1 '\ 1 l) '+ /j.. 'r r f /f J, t� v (i `Z�' '�- l F M a m ':.'.':.'.•:.':. SYNTHETIC TURF-SYNAUGUSTINE X47 BY SYNLAWN OR .':.'.•:.'.'::': OTHER APPROVED EQUAL.INSTALL WITH SYNLAWNrt- --- �` •••'-""� [[ —`- '- -------+�--: -"O �! ENVIROFILL.INSTALL TURF AND INFILL PER MANUFACTURER'S ,�P ——'—'EG ——E� ——— --...---—— � JOB NO: 20-1588 RECOMMENDATIONS-SEE DETAIL 7/1150. 3-EA Ni 1-KPJ 3-RAG FIRE LANE x DATE: 03.13.2025 3-CAK \ 2-CRN 7-SSB IDrtAWNBY: TC Y PLAYGROUND SURFACING-SYNLAWN FULL PLAYGROUND SYSTEM WITH SYNLAWN - S S —S S S S CHECKED BY: MW ARTIFICIAL GRASS WITH HEATBLOCK,FALL PAD UNDERLAVMENT SYSTEM,AND 5 Y S ENVIROFILL.FALL PAD DEPTH AS REQUIRED FOR F MINIMUM FALL HEIGHT. \ S S $ S INSTALL TURF PER MANUFACTURER'S RECOMMENDATIONS.SEE DETAIL 8/L150. —r—EG RX EG— — GX—EG --X—EG --X—EG---X—EG---X—EG---X—EG---X—EG---X—EG---X—EG---X—EG \ DRAWING TITLE to DRAINAGE SCALE WITH XERISCAPE GRASS MIX \ w 0 BY GREAT BASIN SEED OR OTHER APPROVED BY LANDSCAPE ~ OWNER.SEED AT 15LBS PER ACRE OR OTHER \ \ 1. RECOMMENDED BY MANUFACTURER. \ \ PLAN -AREA 2 01. aPOLLINATOR GARDEN- \ \�\ o CITY TO PLANT GARDEN \ \ t 1. AS NECESSARY. —EC— .1 Q \ CITY APPROVED PLANS � o o« -w.ep.roe.rom•ro"�. SHEET NUMBER V Ey ds 0 20 40 60 feet E01.1. ® SCALE:120' L202 r0v0, = NORTH �K Ho w 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 Page 9 0 1 2 3 4 5 6 7 8 9 10 s a d p w fVl p NOTES: U = 1. DO NOT DAMAGE OR CUT LEADER STACK ROCK 2. DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE STAKES. G R O U P J 3. TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR.HOWEVER ANY TREES DISTURBED FROM NOTES: PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BE REPAIRED OR REPLACED AT CONTRACTOR'S CURB&ADJACENT PAVEMENT PER CIVIL OR HARDSCAPE PLANS LANDSCAPE EXPENSE. • TREE&SHRUB TO BE INSTALLED PER RESPECTIVE DETAILS ARCHITECTURE 8 In MASTER PLANNING 4. WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION. • PLANTS 8 MULCH PER PLAN I 5. REMOVE ALL BURLAP,TWINE,ROPE,OR MATERIAL FROM THE TOP 3 OF THE ROOTBALL. N 6. 4'DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE.3"OF MULCH MIN.DO NOT NOTE: BACKFILL SHALL BE 100%TOPSOIL. PLACE MULCH WITHIN 2"OF TRUNK OF TREE. REMOVE ALL TAGS,TWINE OR WATER SETTLE ALL PLANTINGS TO (208)345-0500 +� OTHER NON BIODEGRADABLE ENSURE PLANT ROOTBALL 404 S 8th St. 00A1 MATERIALS 37 ATTACHED TO PLANT OR MAINTAINS 'HEIGHT ABOVE MOUND PLANTER 3.5" Boise,ID oup.c E ROOT MASS. EXISTING SOILS WHEN COMPLETE. ABOVE TOP OF CUB 14 G GE 4"X 10'COMMERCIAL STEEL StackRockGroup.com EDGING.STEEL SHALL REMAIN RAW, o NO POWDER COATING. WILLET C HOWARD,PEA p 70P 7W0 STRUCTURAL PROVIE 1'MIN STEP SPACE ROOTS:<3"BELOW TOP OF FOR ADJACENT PARKING TOP SOIL DEPTH AS FINISH GRADE AT LAWN,AND OFFICE:(208)345.0500 EMAIL: 4 ROOTBALL. EACH SIDE,TYP SPECIFIED PLANTER 12"BELOW TOP OF [ 14" wlu9sTAcrcaocrccaouc.coN GRAFT VISIBLE ABOVE SOIL MULCH 2"MIN. STEEL EDGER. PLANTER FINISH GRADE •,.sTAcrcaocrccRouF.coN LOWEST STRUCTURAL ROOT: AWAY FROM TRUNK TOP SOIL DEPTH AS BELOW TOP OF EDGER. S LINE FINISHED GRADE <5"BELOW TOP OF ROOT FOLD BURLAP FROM TOP OF PLANT. z" SPECIFIED BELOW TOP o (� BALL SOIL LINE OF THE TOP OF OF ROOT BALL DOWN 3'DEEP MULCH MIN. THE GRAPHICS AND DESIGNS THE ROOT BALL AFTER INTO GROUND;SET TOP U OF CURB,TYP 1•-0" ON THIS SHEET ARE � I I CURB,6"OR p REMOVING EXCESS SOIL. OF BALL FLUSH WITH OTHER PER — __ _ __ DELIVERABLES THAT REMAIN n 2Y2 2-3"OF MULCH FINISH GRADE FINISHED MATERIAL CIVIL,TYP 1 —III III— III—III AT ALL TIMES PROPERTY OF FINISHED MATERIAL 0 PER PLAN BACKFILL MIX SEE PER PLAN Ii III—III—III—III— STACK ROCK GROUP,INC. U NOTES AND III III III III OR REUSE OF SPECIFICATIONS. 12"TO 18"FOR / /// \\/\\ FG � /\ /\ \ \ FG III III—III III— THIS PRODUOCT CONTAINED LARGER SHRUB \� HERE IN IS PROHIBITED SOIL SAUCER>3"HIGH; •///� ROOT BALLS, \ \ \\ \\ \ /\/ \\ I III—III III WITHOUT THE WRITTEN REMOVE AT COMPLETION OF MAKE DEPTH MIN. / —III III III III III III III CONSENT OF STACK ROCK PROJECT "//\ \\\\\\ \�/\ 4"DEEPER THAN / // \ ///\ \ \ \\ // jj—III III III III—III= G R O U P , I INC BALL) CUT AND FOLD WIRE /�\ /\ '/.\\\/�\//f / BALL AND BURLAP PLANT(IF ©2025 STACK EL BASKET FROM TOP OF / / \\\\/� CONTAINER-GROWN PLANT //�//4� / \? /� ROCK GROUP,INC. ROOTBALL COMPACT SOIL UNDER // / WITH ROOTS LOOSENED AND \ / /\ 12"LONG METAL ANCHOR ROOTBALL T090%PROCTOR. SOIL OUGHE RFACEEDTO // /�// // STA.,ANDINSTALLEDEACHE D. � PULLED OUT TO PREVENT \.\\ \'T/\\� ROUGHENED TO \y\\ O.C.,AND AT EACH END. � BIND WITH NEW SOIL PLANT FROM BECOMING ROOT 0 LL BOUND) Seal• BALL AND BURLAP TREE PLANTING �� SHRUB PLANTING �� PLANTER ISLAND DETAIL �� STEEL LANDSCAPE EDGING �P��OF I G J Y F- O 3/4"=1•-0" 1"=1'-0" 3/4"=1'-0" P-CO-01 3'=1'-0" 'd O NOTES: W ti 1. SHADE CLOTH BY TENSHON,COLOR:IVORY,OR OTHER APPROVED EQUAL. s LA-16733 o'Z NOTES:ALL EXPOSED CONCRETE SURFACES SHALL BE 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF POSTS,SHADE CLOTH, P��'1NDSCA P� SMOOTH-FORMED FINISH PER ACI 301. ATTACHMENTS,ETC FOR OWNER APPROVAL. VERTICAL CONTROL JOINTS SHALL BE 10'O.C.MAXIMUM. 3. ALL STEEL SHALL BE PRIMED AND PAINTED BLACK OR OTHER APPROVED 1"STAPLES-1"LONG,}"CROWN • ADJUST SPACING TO MATCH FLATWORK JOINTS. COLOR BY OWNER. 1"STAPLES-1"LONG,"CROWN GALVANIZED STAPLES PLACED WITHIN 1-INCH OF CONCERETE,SPACED 3"APART. GALVANIZED STAPLES PLACED WITHIN �t SURFACE SHALL BE STABLE,WITHIN, 1-INCH OF CONCERETE,SPACED Y APART. SURFACE SHALL BE STABLE,WITHIN}" 0 2"x4"TREX NAILER BOARD,OR EQUAL. w TO f HEIGHT DIFFERENCE MAXIMUM TO Je"HEIGHT DIFFERENCE MAXIMUM SECURED WITH CONCRETE FASTENERS 24" W V-6- /� WHEN TURF IS COMPRESSED 2"x4"TREX NAILER BOARD,OR EQUAL. WHEN TURF IS COMPRESSED OC.MAX.AND WITHIN 6-INCH OF THE END OF / AGAINST SURROUNDING CONCRETE. SECURED WITH CONCRETE FASTENERS 24" AGAINST SURROUNDING CONCRETE.#5 VERTICAL BARS @ EACH NAILER BOARD. g (2)#5 @ TOP / OC.MAX.AND WITHIN 6-INCH OF THE END OF g / EACH NAILER BOARD. 24"O.C.,CENTER IN / THICKENED EDGE CONCRETE THICKENED EDGE CONCRETE SYNTHETIC TURF-SYNLAWN $ WALL,ALTERNATE SMOOTH FORM FINISH(TYP.) / I OR 6"WIDE CONTAINMENT OR 6"WIDE CONTAINMENT / SYNTHETIC TURF- PLAYGROUND SYSTEM WITH FALL PAD $ HOOK IN FOOTING a' CURB-SEE CIVIL PLANS FOR CURB-SEE PLANS FOR FINISH GRADE / I TYPE PER PLANS UNDERLAVMENT SYSTEM AND ENVIROFILL. LA a MORE INFORMATION FINISH SURFACE < PER PLANS A I FALL PAD UNDERLAYMENT < D.C.' I r ANGULAR STONE..\ \ SYSTEM BY SYBLAWN.DEPTH #5 @ 24" �//\//\// / � ° a a' ,.° OF PAD AS REQUIRED FOR 8' 4"DEPTH OF yA. HORIZONTAL /\\/\ / I - MINIMUM FALL HEIGHT. ANGULAR STONE 4"DEPTH OF 3. ANGULAR STONE COOMPACTSUBGRADED COMPACTED T •�/\o CONCRETE SEAT // I SUBGRADE WALL&FOOTING " NOTES: NOTES: Y 1.1. SYNTHETIC TURF AT TO HAVE ENVIROFILL INFILL BY SYNLAWN,INSTALLED AT A RATE 1.1. SYNTHETIC TURF AT TO HAVE ENVIROFILL INFILL BY SYNLAWN,INSTALLED AT A RATE 3"CLEAR ALL '�f� 19'-2 4'25 RECOMMENDED BY THE MANUFACTURER PER TURF TYPE. RECOMMENDED BY THE MANUFACTURER PER TURF TYPE. AROUND REBAR 2'-10"' y2 �8 1.2. TURF SHALL HAVE A WARRANTY PERIOD FOR 8 YEARS FROM FADE,FAIL,OR HAVE A PILE 1.2. TURF SHALL HAVE A WARRANTY PERIOD FOR 8 YEARS FROM FADE,FAIL,OR HAVE A PILE HEIGHT DECREASE TO 50%PILE HEIGHT AS A RESULT OF UV DEGRADATION. HEIGHT DECREASE TO 50%PILE HEIGHT AS A RESULT OF UV DEGRADATION. 1.3. CONTRACTOR SHALL SUBMIT SUBMITTAL FOR EACH TURF TYPE,INFILL,AND SEAM LAYOUT. 1.3. CONTRACTOR SHALL SUBMIT SUBMITTAL FOR EACH TURF TYPE,INFILL,AND SEAM LAYOUT. $ COMPACTED SHADE SAIL SIZE-SEE INDIVIDUAL SHADE SAIL GROUPS FOR POST 16 BASE COURSE LAYOUT,DETAIL 1/1-251. Lj CONCRETE SEAT WALL ��� SHADE SAIL TYPICAL SIZE ��� SYNTHETIC TURF �Q� SYNTHETIC TURF AT PLAYGROUND o J y SCALE:3/4"=V V SCALE:3/16"=1" , SCALE:1"=V V SCALE:1"=1' ILL! J c a W LL U NOTES: \ Z 1. IMAGE SHOWN FOR DESIGN INTENT ONLY,CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF NOTES: ^ d PRODUCT INFORMATION. 1'-91 fi" 18'-65/8 - \ B-11y4 1. SHADE CLOTH BY TENSHON,COLOR:IVORY,OR LL 2. CLIMBING BOULDERS SHALL NOT EXCEED 8'HEIGHT. IF&HEIGHT IS EXCEEDED,PLAYGROUND \ OTHER APPROVED EQUAL. 0 SAFETY PAD SHALL BE REVISED FOR NEW TOTAL FALL HEIGHT. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS \ OF POSTS,SHADE CLOTH,ATTACHMENTS,ETC REVISIONS �. FOR OWNER APPROVAL. I 3. ALL STEEL SHALL BE PRIMED AND PAINTED MRK DATE Description BLACK OR OTHER APPROVED COLOR BY ®•� OWNER. \\\\\\ \ 4. SEE DETAIL 61L150 FOR TYPICAL SHADE SAIL SIZE. a r I \\ \ a _ o I JOB N0: 20-1588 DATE: 03.1302025.2025 DRAWN TC CHECKED BY MW DRAWING TITLE LANDSCAPE T iAr s I{I \\\\ // DETAILS o YO a - - CITY APPROVED PLANS p c0 SHEET NUMBER U Es �01 PLAYGROUND CLIMBING BOULDER �� TRIANGULAR SHADE SAIL LAYOUT pAN5MU5TBEONlOB51TE 1\ u /I FOR ALL INSVECTIONS L250 �� SCALE:NTS I V SCALE:3/16"=1" 0 ds 0 m28 u w 1 2 3 4 5 6 7 8 9 10 Hale I u 0 1 2 3 4 5 6 7 8 9 10 s a d 0 w f71 x STACK ROCK G R O U P LANDSCAPE ao ARCHITECTURE& MASTER PLANNING 4'-111y6^' 19'_2 16• CONNECT SHADE j SAILS TO POSTS WITH (206)345-0500 AIRCRAFT CABLE __ 404 S 8th St.#30OA1 Boise,ID 83702 J* /// \ StackRockGroup.com o I I I F-i I IPOST AND FOOTING PER \ WILLET C HOWARD,PEA %�� MANUFACTURER'S -- \ OFFICE:(208)345.0500 EMAIL: RECOMMENDATIONS. \ W 1@5TAcrcaocrcGROURCOM .sTAcrcaocrccnouP.coN POST AND FOOTING PER - H \ MANUFACTURER'S o CUSTOM SIZE SHADE SAIL-SEE__ U UI / \ RECOMMENDATIONS. THE GRAPHICS AND DESIGNS = /SHADE SAIL TYPICAL SIZE \ \ \ ° ON THIS SHEET A R E mo / DETAIL 6/1_250.SHADE CLOTH �\ \ \ o/ ----- DELIVERABLES THAT REMAIN M / 14 / BY TENSHON,COLOR:IVORY, \ \ \ CUSTOM SIZE SHADE _-- AT ALL TIMES PROPERTY OF co o / / OR OTHER APPROVED EQUAL \ \ \ SAIL-SEE SHADE SAIL ° // STACK ROCK GROUP,INC. ca.> / / \ \ I CONNECT SHADE TYPICAL SIZE DETAIL I / REPRODUCTION OR REUSE OF SAILS TO POSTS WITH 6/L250.SHADE CLOTH I THIS PRODUCT CONTAINED AIRCRAFT CABLE BY TENSHON,COLOR: HERE IN IS PROHIBITED IVORY,OR OTHER I WITHOUT THE WRITTEN 17•415�6"' APPROVED EQUAL I \ CONSENT OF STACK ROCK POST AND FOOTING PER ------- G R O U P , I N C � / / / / / MANUFACTURER'S- .e RECOMMENDATIONS. ©2025 STACK ROCK GROUP,INC. 24.-2,,, / / / / / / CUSTOM SIZE SHADE SAIL-SEE \-—- SHADE SAIL TYPICAL SIZE - I I // / DETAIL 6/1-250.SHADE CLOTH seal. BY TENSHON,COLOR:IVORY , OR OTHER APPROVED EQUAL A� OF /0 SHADE SAIL GROUP ° �\ \\ // // // - _ 6'-4Y2^' 18' O 3.07.2 Q- g \ 87'-93/, / w 0 , / 17'4'16"' 1.68- / e S SHADE SAIL GROUP B a w w w o a _ - w a ' o 1s'-7Yi10 T I SHADE SAIL GROUP E CONNECT SHADE '- SAILS TO POSTS WITH `o / ° AIRCRAFT CABLE d _ a POST AND FOOTING PER MANUFACTURER'S RECOMMENDATIONS. 6-1 OjYI4" o LJJ III J LLI LL ol CUSTOM SIZE SHADE SAIL-SEE\ \\\ \ SHADE SAIL TYPICAL SIZE MRK REVISIONS O Descri Ption \ �� \ / / DETAIL 6/L250.SHADE CLOTH o \ \ BY TENSHON,COLOR:IVORY, \ OR OTHER APPROV�EQUAL ®** a 11 \ I \ POST AND FOOTING PER c \ \ MANUFACTURER'S y1 1 1 1 Fq \ RECOMMENDATIONS. CONNECT SHADE SAILS TO POSTS WITH JOB NO: 20-1588 o AIRCRAFT CABLE DATE: 03.13.2025 Tc DRAWN BY' TC CHECKED BY: MW � N o r/ DRAWING TITLE Y ^ W r I \ CONNECT 'g•-�6 \ 4'-111y6" 17'-OY6^' o SHADE SAILS TO \ LANDSCAPE z w POSTS WITH SHADE SAIL GROUP C - ___ .o `m AIRCRAFT CABLE DETAILS a CUSTOM SIZE SHADE SAIL- o `a --W-----W-----w-----W-----W-----w- SEE SHADE SAIL TYPICAL SIZE ° EG-----EG----- ----W- d EG-----EG----- DETAIL HON,.SHADE CLOTH CITY APPROVED PLANS o ,= EG-----EG-BY TENSHON,COLOR:IVORY, ---EG-- .. d OR OTHER APPROVED EQUAL PIANS MUST BE ON JOB SITE y `o da 0 SHADE SAIL GROUP D FOR All INSPECTIONS c O A N I rl \ /r-rl I SHEET NUMBER Es SHADE SAIL GROUP LAYOUTS oo I SCALE:3/16'=1" L251 1. ds rc mu w 1 2 3 4 5 6 7 8 9 10 Hale I I O 1 2 3 4 15 6 7 8 9 1 10 s v 0 a 0 rn o x STACK ROCK G R O U P o LANDSCAPE ARCHITECTURE 8 to MASTER PLANNING ao m 1 (208)345-0500 N 404 S 8th St.#30OA1 Boise,ID 83702 oStackRockGroup.com WILLET C HOWARD,PEA v OFFICE:(208)345.0500 EMAIL: IUQSTACKROCKGROUP.COM Qwww.STACKROCKGROUP.COM N v U THE GRAPHICS AND DESIGNS E ON THIS SHEET ARE o DELIVERABLES THAT REMAIN p AT ALL TIMES PROPERTY OF IRRIGATION SCHEDULE STACK ROCK GROUP,INC. REPRODUCTION OR REUSE OF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL THIS PRODUCT CONTAINED o Hunter MP Strip PROS-I2-PRS40-CV HERE IN IS PROHIBITED 0 Shrub Rotator,121n.pop-up with factory installed check valve,pressure WITHOUT THE WRITTEN ' 2 8/L250 E®ET EST a. Side to 40 psi,MP Rotator nozzle.LCS=Ivory left strip,SS=Brown CONSENT OF STACK ROCK 2 side strip,RCS=Copper right strip,on PRS40 body. G R O U P , I N C Hunter MP1000 PROS-I2-PRS40-CV g n Shmb Rotator,121n.pop-up with check valve,pressure regulated to 40 Q2025 STACK SOS INC. G POMP Rotator nozzle.M=Maroon adj arc 90 to 210,L=Light Blue 210 2 8/L250 R to 270 arc,O=Olive 360 arc on PRS40 body. Hunter MP2000 PROS-I2-PRS40-CV Shrub Rotator,12in.pop-up with check valve,pressure regulated to 40 seal. LL K G R psi,MP Rotator nozzle.K=Black adj arc 90-210,G=Green adj arc 11 8/1250 __ �- 210-270,R=Red 360 arc on PRS40 body. TO ----EP--- '(E OF /O ® SYMBOL MANUFACTURER/MODEL QTY DETAIL - OM COM COM SD SD - _-EP • Hunter PGP-121.5 4 1/1251 -- p X O Hunter PGP-122.0 10 1/1251 No �O�s ----EP -X-X \ 1 3.0 X X - X Hunter PGP-123.0 1 1/L251 ----EP X dF, LA3072 VZ' Y (� „- O 3.07.2 Q- 4.0 40 301 X30 E NEI CAPE'P V Hunter PGP-124.0 4 1/1251 � TOE / DOE- SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL Hunter ICZ-101-25 4, Drip Control Zone Kit.1"ICV Globe Valve with 1"HY100 filter system. Pressure Regulation:25psi.Flow Range:2 GPM to 20 GPM.150 mesh 5 5/L251 .\ / // S S S \ S ) S stainless steel screen. \Fp �Q \ X W 2� Netafim TLFV-1 70P P NO \ TOE o "Y Automatic Flush Valve,with Insert Inlet 9 6/L251 \ �// / o S gArea to Receive Dripline Hunter HDL-06-18-CV // �, / LOCATE MAINLINE AND LATERALS IN TOE HDL-06-18-CV:Hunter Dripline w/0.6 GPH emitters at 18"O.C.Check \ QO // // COMMON TRENCH BEHIND CURB TYP. \ \ S� 5,6721f 3/L251 \ --- ---- ---- LJ' valve,dark brown tubing with gray striping.Dripline laterals spaced at PLO barbed or PLD LOC fittings. ', EP \ s \ -EP- 18"apart,with era tters offset for triangular pattern.Install with Hunter \ / Hunter PGV-t00A : r r _ - / Q I 301 III III ,,,, IIIIIII --_ SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL IIIII 11 C Plastimmec ial Use. Control Valve for ResidAngle onfigight \ // ��/tr, III s Commercial Use Female NPT InIaVOutlel Angle Configuration,No 4 2/L251 \ ,k Flow Control _ '' � \ Matco-Noma 207TM Q Ha 1/2"-3/4"Brass No Kink Hose Bibb.MIP Fitting.Same size as mainline 2 6/1-250 / \yy /// / \\, I ZI h _ I I m y,\ Zurn 3751-1/4" / "� 4a/�': I (7 I 6 - BF Reduced Pressure Principle Assembly.Sizes 1/2",3/4"1,1-1/4,1-1/2", 1 4/1-250 S � Baseline BL t000X `o © Two--re controller in large 16 gauge powder-coated wall mount cabinet, 1 9/1251 / base model 50 stations,expandable to 75 or 100 stations. Baseline BL-5201 Single station direct burial biCoder 5 9/1-25116 LOCATE II Baseline BL 5202 2 10/L251 // // ' 2 I I ' I P C CHA > d Two station direct bur biCoder / - I- _ ILE .� V.LT.Products SBBC-45CR 5 �6 83 \ RESTROC n/ p BE Low profile,tube and wire construction smooth touch surface,cold rolled 1 5/L250 \ k I 1 / 3 EXACT of LL steel,backlow,enclosure.46 5 L 28'H 17.75"W(118.11 cm L,71.12cm COf LLI (n H,45.085cm W). \ C� _ a�„ 6 16.5 ON SITE. J POC Point of Connection 1' \ - 2 o.TOE 1 1 Q 11i Connect to water service in approximate location.Verify exact location 1 3/1250 �q _ 1" TOE LLI LL (-) with general on site. \ _ �4 11• 2 _ C Z_ c 11 7 16 ^� Irrigation Lateral Line:PVC Schedule 40 3,2191f 1/1250 \\ 1.. J )a Z 1 ® ® \ ly o AFq y t 1 8 12.5 ` Irrigation Mainline:PVC Schedule 40 1,503 If 1/1-250 \ r -'� 1 REVISIONS MIRK DATE Description -- ---- Pipe Sleeve:PVC Class 200 SDR 21 193.51f 2/L250 0 \ S V k.�- 1 6 ®` valve cauoat \ Y''X'\ �- o valve Number CONTRACTOR TO CONNECT IRRIGATION # # valve Flow VALVES TO EXISTING BASELINE IRRIGATION \ (n { CONTROLLER.CONTRACTOR TO USE 14 C +7�. I ) \ LOCATE MAINLINE AND LATERALS IN °c valve Size GAUGE WIRE AND DBRY-6 CONNECTORS. \\ S- / t \ \ COMMON TRENCH BEHIND CURB TYP. 30 a 00 VALVE SCHEDULE Fq 'I \ i \- -1588 o NUMBER MODELcz-Di-zs SIZE TYPE GPM 1oPM WIRE 4001 P31 POC oPRE hIP \ � /t - G- -K-J K 34 -K' _ /� - - - - - - - - - - D E: 2o.2025 \ L DATE: 03.13.2025 .52 52.5 .43 1 K \i DRAWN BY- NUMBER Area 1 Hunter 1 ` FIRE LANE CHECKED BY: MW 2 Hunter ICZ-101-25 1" Area for Dripline 6.07 147.8 36.4 48.6 0.43 in/h A c3 Hunter ICZ-101-25 1" Area for Dripline 5.53 474.3 36.0 48.6 0.45 in/h \\ I K "' K . M - ---�-EG --X DRAWING TITLE N 4 Hunter ICZ-101-25 1" Area for Dripline 6.88 806.3 37.0 49.9 0.44 in/h q 5 Hunter 1-26 1" Area for Dripline 4 . . . 0. n/ho 6 Hunter PGV-I00A 1" Shrub Rotor 16.5 427.2 48.5 64.9 0.52 in/h I 19 82 9 IRRIGATION 1 7 Hunter PGV-100A 1" Shrub Rotor 16 422.6 47.6 63.6 0.47in/h I 1 - PLAN -AREA 1 0 8 Hunter PGV-t00A 1" Shr �r v 9 Hunter PGV-100A 1" Shrub Rotary 9.82 302.4 42.5 55.8 0.51 iub Rotor 12.5 417.6 47.8 62.4 0.59 in/h n/h \ I o Common Wire 1,510 \ 0 a m "p CITY APPROVED PLANS SHEET NUMBER U E� e.w.wn�e.r.mPu,M. ® 0 20 40 60 feet a rc 1.1. PIAN3 MUST BE ON LOB SITE L301 U FOR AEE INSPERIONS NORTH SCALE:1"=20' K O 4ts LN O N FN 1 2 3 4 5 6 7 8 9 1 10 Hale 12 O 1 2 3 4 5 6 7 8 9 1 10 s v 0 a 0 rn o x STACK ROCK G R O U P o LANDSCAPE ARCHITECTURE 8 MASTER PLANNING ao ao In I (208)345-0500 N 404 S 8th St.#300A1 Boise,ID 83702 oStackRockGroup.com WILLET C HOWARD,PEA v OFFICE:(208)345.0500 EMAIL: IUQSTACKROCKGROUP.COM Qwww.STACKROCKGROUP.COM N v U THE GRAPHICS AND DESIGNS E ON THIS SHEET ARE o DELIVERABLES THAT REMAIN p AT ALL TIMES PROPERTY OF o STACK ROCK GROUP,INC. IRRIGATION SCHEDULE REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED o SYMBOL MAN UFACTU RER/MODEL/DESCRIPTION QTY DETAIL HERE IN IS PROHIBITED Hunter MP Strip PROS-I2-PRS40-CV WITHOUT THE WRITTEN Shrub Rotator,12in.pop-up with factory installed check valve pressure CONSENT OF STACK ROCK QR ®0® regulated to 40 psi,MP Rotator nozzle.LCS=Ivory left strip,SS=Brown 2 S/L250 G R O U P , I N C EST SST RST side strip,RCS=Copper right strip,on PRS40 body. ,Np gg Hunter MP1000 PROS-1 2-PRS40-CV ©2025 STACK 12 nn 1f,�t fftt Shrub Rotator,121n.pop-up with check valve,pressure regulated to 40 ROCK GROUP,INC. s l J U psi,MP Rotator nozzle.M=Maroon adj arc 90 to 210,L=Light Blue 210 2 8/L250 to 270 arc,O=Olive 360 am on PRS40 body. LL Hunter MP2000 PROS-I2-PRS40-CV seal. seen Shrub Rotator,12in.pop-up with check valve,pressure regulated to 40 11 g/L250 l:l S:! psi,MP Rotator nozzle.K=Black adj arc 90-210,G=Green adj arc 216-270,R=Red 360 are on PRS40 body. OF /0 SYMBOL MANUFACTURER/MODEL QTY DETAIL YHunter PGP-121.5 4 1/1-251 -X-X-X Y\o/ W Hunter PGP-122.0 10 1/L251 ~ d+�O LA3._07.233Pp�2 Y Hunter PGP-12 3.0 1 1/1-251 X 4'11VDSCAPF- YHunter PGP-124.0 4 1/1-251 e SYMBOL MAN UFACTURER/MODEL/DESCRIPTION QTY DETAIL Lx_X X X X a Hunter ICZ-101-25 Drip Control Zone Kit.1"ICV Globe Valve with 1"HY100 filter system. 5 5/L251 -X X X X X X X X LU Pressure Regulation:25psi.Flow Range:2 GPM to 20 GPM.150 mesh X X X X X X stainless steel screen. -TOE Netafin L _ 301 301 Sol.V Automatic Flush Valve,with Insert Inlet 9 6/L251 TOE P- o Area to Receive Dripline 4 6.88 -d3----- ¢ Hunter H 8-CV:Hunter 301 L-S HDL-O6-18-CV:Hunter Dripline w/O.6 GPH emitters at 18"O.C.Check EP ----EP 1" P-----EP-----Ep----- 301��301 `®a 5,672 If 3/L251 valve,dark brown tubing g with grey Dr Aline laterals spaced at 18"apart,with emitters offset for triangular pattern Install with Hunter PLD barbed or PLD LOC fittings® - ­EP- -- Ep-__--_Ep iF j SYMBOL MAN UFACTURER/MODEL/DESCRIPTION QTY DETAIL 1111 I11I = /" EP -- - - - - - Hunter PGV-100A 301 �� q 1"Plastic Electric Remote Control Valve,for Residential/Light --T-�- __ X Commercial Use.Female NPT Inlet/Outlet.Angle Configuration,No 4 21L251 - I -� - Flow Control - t Q Matco-Norco 207TM I � T Q 1/2"-3/4"Brass No Kink Hose Bibb.MIP Fitting.Same size as mainline 2 6/L250 _ pipe. _ _ Zum 3751-1/4" BF Reduced Pressure Principle Assembly.Sizes 1/2",3/4",1",1-1/4",1-1/2", 1 4/L250 = ! 'l' - z. ✓) ���� � :. 5.53 3 - i _ �`t; elf `o Baseline BL-1000X III \ \z, © Two-wire controller in large 16 gauge powder coated wall mount cabinet, 1 9/L251 \ base model 50 stations,expandable to 75 or 100 stations. Baseline BL-5201 ( ) LOCATE IRRIGATION k 16 Single station direct burial biCoder 5 9/L251 CONTROLLER IN /� LIJ Baseline BL-5202 PIPE CHASE OF THE / A �, \ .� Two station direct burial biCoder 2 10/L251 RESTROOM.VERIFY d YYY /� Q EXACT LOCATION V.I.T.Products SBBC-45CR - y Low proFlle,tube and wire construction smooth touch surtace,cold rolled WITH CONTRACTOR - XLIJ .. KBEr 1 5/L250 ON SITE. steel,backFlow enclosure.46.5"L,28"H,17.75'W(118.11cm L,71.12cm J H,45.085cm W). _ co 17 - POC Point of Connecton1 \ C // E _ { LNIJ LL (..� M Connect to water service in approximate location.Verify exact location 1 3/1250 c with general on site. \ y _ ® ® LL Irrigation Lateral Line PVC Schedule 40 3,2191f 1/L250 0 �s REVISIONS 2 s ,y c II''Irrigation Mainline:PVC Schedule 40 1,5031f 1/L250 \ :I �II 1T X MIRK DATE Description s o �I o ®.. v ------_ Pipe Sleeve:PVC Class 200 SDR 21 193.51f 2/1250 a v V.I.Number CONTRACTOR TO CONNECT IRRIGATION -�'�,•j I �/� �k\ :: /.�'� �X � VALVES TO m valve size Gwill AUGE WIRE AND DBRV-6 CONNECTORS. � i 1 may'may: !�'� ING BASELINE o # # vs.clove CONTROLLLER.ICONTRACTOR TO USE 14ION _ r r VALVE SCHEDULE go `°E- �- r _T a `--"".-"--- ""'a-"-" t-W- --"g•'. r'. JOB NO: 20-1588 � - O O � --- _ - X DATE: 03.13.2025 Y NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP I` �'✓ � FIRE LANE IDIUWNBY, TC v 1 '10.5 2 5.07 CONTRACTOR TO NAVIGATE BEST ROUTE CHECKED BY: MW S S $ AROUND BOULDERS/BERMS/TREES ON SITE 1 Hunter ICZ-101-25 1" Area for Dripline 10.52 115.0 40.0 52.5 0.43 inPo 1 1• -$ S S $ $- 2 Hunter ICZ-101-25 1" Area for Dripline 6.07 147.8 36.4 48.6 0.43 in/h -- EG -- -EG ---EG-- EG - -EG ----EG-----EG-----EG-----EG-----EG-----EG-----EG-----EG \ DRAWING TITLE ° 3 Hunter ICZ-101-25 1" Area for Dripline 5.53 474.3 36.0 48.6 0.45 inPo X \ X X X X X X X X X to LOCATE POC IN APPROXIMATE LOCATION. o 4 Hunter ICZ-101-25 1" Area for Dripline 6.88 806.3 37.0 49.9 0.44 in/h VERIFY EXACT LOCATION&SIZE WITH z 5 Hunter ICZ-101-25 1" Area for Dripline 6.83 432.1 37.2 50.0 0.43 in/h \ GENERAL ON SITE PRIOR TO CONSTRUCTION. S IRRIGATION s Hunter PGV-100A 1" Shrub Rotor 16.5 427.2 48.5 sa.s o.szinm \ PLAN -AREA 2 a S 7 Hunter PGV-100A 1" Shrub Rotor 16 422.6 47.6 63.6 0.47 in/h 8 Hunter PGV-100A 1" Shrub Rotor 12.5 417.6 47.8 62.4 0.59 in/h \ \ \ ___ 4 $ 9 Hunter PGV-100A 1" Shrub Rotary 9.82 302.4 42.5 55.8 0.51 in/h \ -EG- Q Common Wire 11,510 CRY APPROVED PLANS o O s P SHEET NUMBER 0 20 40 60 feet Ei NSM ON SREE S a'o FoRALLIN L302 U -O� NORTH SCALE:1"=20' 0 o vs vo w 1 2 3 4 5 6 7 8 9 10 'Page O 1 2 3 4 5 6 7 8 9 10 s a FINISH GRADE `s CRITICAL ANALYSISi/i\/i /i\/i/i / IRRIGATION SCHEDULE WIDTH , \�� \��/ WIDTH VARIES Generated: 2025-03-1312:46 \\ SYMBOL MAN U FACTU RER/MODEUDESCRI PTION QTY DETAIL // // / / FINISHED GRADE _ 0 2 P.O.C.NUMBER:01 \\\�\\� \\�\ \� //\\//// / / / STACK ROCK o Hunter MP Strip PROS-I2-PRS40-CV i �/ i// - I-III-III-III vim/ / / , G R O U P Shrub Rotator,121n.pop-up Water Source Information: Connect to water service in approximate location. vv /� / / j_ \j \ ITS o p p-p with factory installed check valve,pressure \\' J EST SST regulated[0 40 psi,MP Rotator nozzle.LCS=Ivory left strip,SS=Brown 2 8/L250 Verify exact location with general on site. \ �\ - / \ ��/ \�//� j� \ III-L /�// //\ y LANDSCAPE ao side strip,RCS=Copper right strip,on PRS40 body. TECTURE& FLOW AVAILABLE //\//� ///\ \ NATIVE SOIL BACKFILL /// \\ / O MASTEARCHIR PLANNING m Hunter MP1000 PROS-I2-PRS40-CV Point of Connection Size: 1" \\\ \ In n Shmb Rotator,12in.pop-up with check valve,pressure regulated to 40 Flow Available 25.12 GPM ROCK ROCK FREE BACKFILL COMPACT TO 95% I v V psi,MP Rotator nozzle.M=Maroon adj am 90 to 210,L=Light Blue 210 2 8/L250 'ij� �. COMPACTION /// //% \ \ u- (208)345-0500 N to 270 arc,O=Olive 360 arc on PRS40 body. PRESSURE AVAILABLE /\�\�\�\ w 404 S I th St.#30OA1 Hunter MP2000 PROS-12-PRS40-CV Static Pressure at POD: 65 PSI \\\\/\\ N Boise,ID 83702 n nn Shrub Rotator,121n.pop-up with check valve,pressure regulated to 40 Pressure Available: 65 PSI PVC MAINLINE / IY $taCkROCkD 83702Om o U LY 11 8/L250 \\ �\ \ 'u 10 psi,MP Rotator nozzle.K=Black adj arc 90-210,G=Green adj arc / /\ o_ j DESIGN ANALYSIS � 210-270,R=Red 360 arc on PRS40 body. / \ / Z x OFFICEE 2$HOWARD,PEA LATERAL LINE / / ( )345.0500 EMAIL: Maximum Station Flow: 16.5 GPM g SYMBOL MANUFACTURER/MODEL QTY DETAIL Flow Available at POC: 25.12GPM //\�\/ /\/\\ c w Residual Flow Available: 8.62 GPM w-STAcxRocxGRo RCOM m V Hunter PGP-12 1.5 4 1/1251 2"OF SAND OR FINE SOIL Critical Press 6 ALL AROUND PIPES. BACKFILL WITH 100%CLEAN FILL.- Hunter �2.0� Design Pressure: 45 PSI �- U PGP-122.0 0 L251 Fdtion Loss: 2.02 PSI MECHANICALLY COMPACT TO 95% THE GRAPHICS AND DESIGNS 3.0 Fittings Loss 0.22 PSI COMPACTION.ALLOW 48 HOURS ON THIS SHEET A R E V Hunter PGP-12 3.0 1 1/1251 Elevation Loss 0 PSI TO SETTLE,AND COMPACT WITH DELIVERABLES THAT REMAIN 0 40 Loss through Valve: 1.3 PSI NATIVE SOIL AT ALL TIMES PROPERTY OF V Hunter PGP-12 4.0 4 1/1251 Pressure Req.at Critical Station: 48.5 PSI _ STACK ROCK GROUP,INC. ° Loss for Fittings: 0.39 PSI MAINLINE Loss for Man Line' 3.94 PSI 4"MIN.BEDDING ', REPRODUCTION OR REUSE OF SYMBOL MAN UFACTURER/MODEUDESCRIPTION QTY DETAIL TAPE CONTROLLER WIRE TO Loss for POC to Valve Elevation: 0 PSI THIS PRODUCT CONTAINED Hunter lCZ-101-25 Loss for BackOow. 12 PSI �' MAINLINE @ 10'o.c.. 4"MIN. 4 MIN. HERE IN IS PROHIBITED o Drip Control Zone Kit.1"ICV Globe Valve with 1"HY100 filter system. 5 5/L251 Critical Station Pressure at POD: 64.9 PSI WITHOUT THE WRITTEN Pressure Regulation:25psi.Flow Range 2GPM to20 GPM.150mesh Pressure Available- 65 PSI CONSENT OF STACK ROCK 2 stainless steel screen. I Residual Pressure Available: 0.13 PSI NOTE: G R O U P , I N C Neafim TLFV-1 GLUE ALL PIPE&FITTINGS PER g `Y Automatic Flush Valve,with Insert Inlet 9 6/1-251 MANUFACTURE REQUIREMENTS ©2025 STACK G Area to Receive Dripline ROCK GROUP,INC. Hunter HDL-06-18-CV TRENCH SECTION DETAIL �� ,672 If 3/L251 SLEEVE AT ROAD HDL-06-18-CV:Hunter Dripline w/0.6 GPH emitters at 18"O.C.Check 5 valve,dark brown tubing with gray striping.Dripline laterals spaced at I 3"=1'-0" 328409.76-21 G 1 1/2"=1'1" 328409.76-22 seal. 18"apart,with emitters offset for triangular pattern.Install with Hunter PLO barbed or PLD-LOC fittings. 10"ROUND RIGID PLASTIC VALVE BOX ,(E OF /,D SYMBOL MAN UFACTURER/MODEUDESCRIPTION QTY DETAIL FINISH GRADE Hunter PGV-100A 10"PVC PIPE 160 PSI MIN.EXTEND 4" lmelrcall Use. Remote Control Valve,Female NPT Inlet/Oufletr Angle Configuration,No 4 2/L251 C m II BELOW WATER LINE. 5 \ O o Flow Control. BUCKNER BRASS ANGLE VALVE.SIZE PER IRRIGATION PLAN REDUCED PRESSURE BACKFLOW BACKFLOW COVER -J / v ~ \ '' o Matco-Norca 207TM DEVICE AS SPECIFIED. \ 6 S d+ LA-16733 Z' r/I 2 3.07.2 FO z- He 1/2"-3/4"Bass No Kink Hose Bibb.MIP Fitting.Same size as mainline 2 6/L 2"LONG BRASS NIPPLE. AS SPECIFIED. IDE VIEW 250 BRASS REDUCING TEE PLACED ON ITS P ID pipe. 36"MIN. '1M F- SIDE WITH t'"BRASS CROSS HANDLE DSCAP r Zurn 3751-1/4" GALVANIZED NIPPLES BF Reduced Pressure Principle Assembly.Sizes 1/2",314",1",1-1/4",1-112", 1 4/1250 11 GATE VALVE. 2". THREADED SCH.80 NIPP TO AND ELL AS REQUIRED. Baseline BL-1000X EXTEND OUT OF 10"PIPE A _ -- i9 a MC MINIMUM OF 6". controller in large 16 gauge powder-coated wall mount cabinet, 1 9/L251 TO BACKFLOW DEVICE v'� base model 50 stations,expandable to 75 or 100 stations. 3 W Baseline BL-5201 G ¢ GALVANIZED UNIONS 1 5 9/L251 O AT EACH SIDE. s. ® Single station direct burial biCoder COMPACTED r O ,, I r BACKFILL TO 90% SOLVENT WELD SCH.40 90 DEG o 2 a Baseline BL-5202 ELL. LO mp GALVANIZED RISERS. °=o` o°"•.o " Two station direct burial biCoder 2 10/L251 PROCTOR.WATER ru w O g SETTLE AND LET WATER SERVICE LINE PROVIDED V.I.T.Products SSBC-45CR SIT FOR 48 HOURS / / /\ BY OTHERS.VERIFY SIZE ON SITE. 4"THICK MIN. Ir- n ICI Law profile,tube and wire construction smooth touch surface,cold rolled ✓/ /\//,\ \/� '+'." ':!' h�T BEFORE Y ,\\ \�\ S� B steel,back0ow enclosure.46.5"L,28"H,17.75"W(118.11cm L,71.12cm 1 5/L250 RESTORING. \\\ ,��:���; % ' .' CONCRETE PAD. . H,Point of Con W). 4^DEPTH CRUSHEDSTAINLESS STEEL HOSE CLAMPS. "e COVER WIDTH.• 6`9 POC Point of Connection 1" �• VERIFY SIZE BASED ON WATER III Connect to water service in approximate location.Verify exact location 1 3/L250 WASHED GRAVEL.2': LINE DIMENSION.ALTERNATE GALVANIZED ELL AND with general on site. DIRECTION OF CLAMP.2 ON EACH 9 BELOW ALL FITTINGS. () NIPPLE,TYPICAL. :2?s•+` SIDE OF TEE. PVC COUPLER OR Irrigation Lateral Line:PVC Schedule 40 3,219 If 1/1-250 COMPACTED REDUCER AS REG.,TYP. COMPACTED OM MASONRY BRICK OVER A d" COMPACTED BASE.3 TOTAL. 4Q c 1.EXPANDED METAL ENCLOSURE SINGLE 5.WATER SERVICE INLET PIPING. Irrigation Mainline:PVC Schedule 40 1,503 If 1/1-250 BRASS INSERT TEE UP TO 1}"IN SIZE.LARGER SIZES SERVICE PIECE BACKFLOW CAGE.BC-30CR,BC-45CR 6.WATER SERVICE OUTLET PIPING. MAY UTILIZE DIFFERENT FITTINGS. < 2.BACKFLOW PREVENTER. SIDE. MAIN LINE,SIZE 7.FINISH GRADE. �+ _______= Pipe Sleeve:PVC Class 200 SDR 21 193.5 If 2/L NOTES:250 CONCRETE THRUST BLOCKS, AS PER PLANS. 3.ANCHOR ROD(TYPICAL). 8.PADLOCK COVERED. - 1. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS,INSPECTIONS,AND FEES. 90 LBS.OF CONCRETE EACH. 4.POURED CONCRETE BASE-6"MIN.THICKNESS- 2. NOTCH 10"PVC z"MIN.LARGER THAN ALL PIPES ENTERING AND LEAVING SLEEVE.AT NO TIME EXTEND 4"BEYOND OUTSIDE DIMENSIONS OF valve calmer SHALL 10"PIPE TOUCH WATERLINE OR SERVICE LINE TO BACKFLOW. ENCLOSURE vl N 5e CONTRACTOR TO CONNECT IRRIGATION n/ a # # valve Flow VALVES TO EXISTING BASELINE IRRIGATION LL CONTROLLER.CONTRACTOR TO USE 14 �3� 3/4"-1 1/4" POINT OF CONNECTION 4 RP BACKFLOW W/ENCLOSURE 5 EXPANDED METAL BACKFLOW COVER Q� Y #" valve size GAUGE WIRE AND DBRY-6 CONNECTORS. 328409.73-02 1-- 328409.46-06 1"=1'-0" 328409.46-05 'o LLI VALVE SCHEDULE > d NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP GIf d Lj co 1 Hunter lCZ-101-25 1" Area for Dripline 10.52 115.0 40.0 52.5 0.43 in/h Q 2 Hunter ICZ-101-25 1" Area for Dripline 6.07 147.8 36.4 48.6 0.43 in/h G LLI ILL a („) 3 Hunter ICZ-101-25 1" Area for Dripline 5.53 474.3 36.0 48.6 0.45 in/h A' C. n/ Z_ y 4 Hunter ICZ-101-25 1" Area for Dripline 6.88 806.3 37.0 49.9 0.44 in/h - -III-III- III- =I - INSTALL ASSEMBLY 1" L^L 5 Hunter ICZ-101-25 1" Area for Dripline 6.83 432.1 37.2 50.0 0.43 in/h ui -I1I-III-I - =1I I-III a TO11/2"ABOVE 0 6 Hunter PGV-100A 1" Shrub Rotor 16.5 427.2 48.5 64.9 0.52 in/h 10"DIAMETER VALVE BOX. 1"ABOVE GRADE AT SHRUBS. m -III-III- w FINISHED GRADE - � III=1 �- 7 Hunter PGV-100A 1" Shrub Rotor i6 422.6 47.6 63.6 0.47 in/h NO KINK HOSE BIBB AS FLUSH TO GRADE AT TURF. (7 = - = 4a DO NOT USE SIDE INLET III-III=1 REVISIONS 8 Hunter PGV-100A 1" Shrub Rotor 12.5 4116 47.8 62.4 0.59 in/h SPECIFIED. tt = I, ,�- (7 - - m FINISHED GRADE. :1 w O - I -I MRK DATE Description 9 Hunter PGV-100A 1" Shrub Rotary 9.82 302.4 42.5 55.8 0.51 in/h II - -I' o -11 11J-1 I- TURF POP UP HEAD. TO CURB OR WALK. HIGH POP HEAD Common Wire 1,510 III m BARB ELEL X M PT STREET ELL. z 1/2"MARLEX STREET ELL 0 GALVANIZED RISER _ BARB ELL X MIPT 4"TO CURB o AND ELBOW,HOSE FOUR COMMON BRICKS z"MARLEX _� OR WALK IS INLET SIZE. AS SUPPORT UNDER STREET ELL. 1/2"MARLEX o I BOX. O STREET ELL v O m 0 'o (� LATERAL LINE JOB N0: 20-1588 1/2"WIRE CLOTH GOPHER DA7E: 03.13.2025 SCREEN,WRAP UP SIDES. DRAWN BY: TC CHECKED BY: MW PVC TEE(SXSXT)OR PVC TEE(SXSXT) MAIN LINE. ELL. ^POLYETHYLENE FLEXIBLE OR ELL c 60 LB.CONCRETE TORQUE LATERAL LINE. TUBING LENGTH AS REQUIRED.18" DRAWING TITLE in PVC MALE ADAPTER. BLOCK. LONG MAX. 1/2"POLYETHYLENE FLEXIBLE TUBING, a LENGTH AS REQUIRED IRRIGATION = DETAILS S I NO KINK HOSE BIBB VALVE IN BOX � TURF SPRAY FLEX ASSEMBLY SHRUB SPRAY HIGHPOP W/FLEX ASSEMBLY o �vJ 1 1/2"=V-0" 328406.46-07 J 3"=1'-0- 328403.13-04 �VJ 3"=1'-0" FX-IR-FX-HEAD-08 F a Q CITY APPROVED PLANS o Ra SHEET NUMBER PLANS MUST BE ON JOB SITE FOR ALL INSPERIONS L350 Y '00, O Ns LN U 1 2 3 4 5 6 7 8 9 10 Hale 14 O 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 s v 0 a 0 WHEN USING LARGER GPM NOZZLES,BEWARE OF HIGH �111��1• FRICTION LOSS INSWING JOINTS. o x STACK ROCK O G R O U P LANDSCAPE n FINISH GRADE -` wow 4 1 LEGEND: ARCHITECTURE& z MASTER PLANNING 1.)HUNTER DRIPLINE(HDL)PER PLAN m 7 18-24"COILED WIRE n e 2.)DRIP CONTROL ZONE KIT PER PLAN (206)345-0500 N 404 S 8th St.#300A1 WATERPROOF CONNECTORS(2) 3.)AIR RELIEF VALVE IN VALVE BOX StaokRockGrou70com MODEL PGP-12 ROTOR HEAD '4 4.)ECO-INDICATOR ON SWING ARM P 7 WILLET C HOWARD,PEA w REMOTE CONTROL VALVE 5.)PLO OR PLD-LOCK FITTING(TYP.) OFFICE:(208)345.0500 EMAIL: LATERAL TEE OR ELL MODEL PGV-(PER PLAN) wl I ACxaocxcaoup.c.M A 4 6.)FLUSH POINT(PLD-BV)IN SUBTERRANEAN .„v,.sTACrc Co Rouv.CON WASM FINISHED GRADE 7 BOX PER PLAN y 3 4•. - a° 7.)SITE VEGETATION-LOCATE IN CLOSE LATERAL PIPE 4 E STANDARD VALVE BOX 4 4 0 PROXIMITY TO DRIP EMITTERS ON 18"SPACING THE GRAPHICS AND DESIGNS - HARDSCAPE ° pp 000 AS SP GIFTED ON THIS SHEET A R E 6 O O NOTES:AIR RELIEF VALVE(PLD-AVR) DELIVERABLES THAT REMAIN 0 SCH 80 T.O.E.NIPPLE(2) 6 INSTALLED INSTALLED IN VLAVE BOX AT AT ALL TIMES PROPERTY OF o BRICK SUPPORTS(4) 0 O OPTIMAL HIGHEST POINT FROM CONTROL STACK ROCK GROUP,INC. • O O ZONE KIT.MULTIPLE AIR RELIEF VALVES MAY 4 0 O BE NEEDED TO ACCOMMODATE DIFFERENCES REPRODUCTION OR REUSE OF IN GRADE. THIS PRODUCT CONTAINED O O HERE IN IS PROHIBITED SWING JOINT: O O WITHOUT THE WRITTEN HUNHSBE-0 5 FLEX'TUBING, 00 Op a ECO-INDICATOR TO BE INSTALLED AT OPTIMAL 0 314"MINUS WASHED GRAVEL FURTHEST POINT FROM CONTROL ZONE KIT IN O HSBESTRETELB W(1) • OOOOp • MARLEX STREET ELBOW(1) 4 < CONSENT OF STACK ROCK MAIN LINE PIPE&FITTINGS n - ° e PPROX.4'(10.1 CM) CLEAR VIEW WHEN POPPED UP. G R O U P I N C Mr:1 �- - �i 4a FLUSH POINT TO BE INSTALLED AT OPTIMAL j.° 1ARDSCAP6• ° ©2025 STACK g rn FURTHEST POINT FROM CONTROL ZONE KIT ROCK GROUP,INC. TO ALLOW FOR MAXIMUM DEBRIS FLUSH IN OPTIONS: SYSTEM. ❑R =FACTORY INSTALLED RECLAIMED RUBBER COVER o PGP-12 ROTOR HEAD WITH PRO-FLEX TUBING IHUNTER PGV ANGLE VALVE HUNTER HDL DRIPLINE- IRREGULAR PLANTED AREA �� OF oq' 3" 1.-0.. FX-IR-HUNT-ROTR-70 �L/ 1"=1'-0" 328406.13-08 �J/ N.T.S. 328413.56-87 �e,P O NETAFIM LINE FLUSHING VALVE W ® 111111111 LEGEND: 6"DRIP VALVE BOX. F-TLFV-1. U+�O LA3 016733 1 1.)HUNTER DRIPLINE(HDL)PER PLAN COMPRESSION RING(PROVIDED). 4'1NDSCAPF'P FINISHED GRADE. 2.)EGO-INDICATOR ON SWING ARM 2 TECHLINE 17MM TUBING. � 3.)PDL OR PDL-LOG FITTINGS TYP. x 3 4.)AIR RELIEF VALVE IN VALVE BOX w 4 5.)HDL TUBING EXHAUST HEADER - - s 0 JUMBo VALVE BOX -1 I-III-III-III-III-I I a B FLUSH POINT(PLD-BV)IN SUBTERRANEAN p p -__, __,;_,;_; O FINISH GRADE III-III-III-III-I g 5 BOX PER PLAN DRIP ZONE KIT 7.)HDL TUBING SUPPLY HEADER 3 MODEL ICZ-101-XX WITH AS SPECIFIED 5 4 FILTER(TIP 45 DEGREES) I- • 8.)DRIP CONTROL ZONE KIT PER PLAN _ REGULATOR 25 OR 40 PSI 9.)SITE VEGETATION-LOCATE IN CLOSE 6 ®WATERPROOF - 1- PROXIMITY TO DRIP EMITTERS ON 18"SPACING 7 CONNECTORS(2) 7 NOTES:AIR RELIEF VALVE(PLD-AVR) O 18-24"COILED WIRE O TWO BRICKS FOR BOX 9 INSTALLED INSTALLED IN VLAVE BOX AT SUPPORT. OPTIMAL HIGHEST POINT FROM CONTROL 0 8 ZONE KIT.MULTIPLE AIR RELIEF VALVES MAY ©SCH 80 T.O.E.NIPPLE O BE NEEDED TO ACCOMMODATE DIFFERENCES Ly IN GRADE. O MAIN LINE PIPE&FITTINGS 1 ®BRICK SUPPORTS(4)6 EGO-INDICATOR TO BE INSTALLED AT OPTIMAL O FURTHEST POINT FROM CONTROL ZONE KIT IN CLEAR VIEW WHEN POPPED UP. 6 6 O 3/4'MINUS WASHED GRAVEL o Y m FLUSH POINT TO BE INSTALLED AT OPTIMAL 9 O Q OQO C GRAVEL SUMP(1 FURTHEST POINT FROM CONTROL ZONE KIT O CUBIC FOOT). elf TO ALLOW FOR MAXIMUM DEBRIS FLUSH IN O O Q NOTE:DRIPLINE TO SUBSURFACE PER MANUFACTURES RECOMMENDATIONS SYSTEM. d HUNTER HDL DRIPLINE-PLANTING BED HUNTER ICZ DRIP CONTROL ZONE �� NETAFIM TECHLINE FLUSH VALVE uj .� N.T.S. 328413.56-86 11/2'=1'-0" 328413.76-31 3"=1'-0" FX-IR-NETA-DRIP-01 N LIJ J 1.VALVE&PIPING PER PLANS co Q 2.MOISTURE-RESISTANT CONNECTION TO VALVE#2(DBR/Y-6 OR EQ.) LL .T 1.VALVE&PIPING PER PLANS 3.MOISTURE-RESISTANT CONNECTION FOR COMMON WIRES TO VALVES#1&#2(DBR/Y-6 OR EQ.) uj V 2.MOISTURE-RESISTANT CONNECTION TO VALVE(DBR/Y-6 OR EQ.) 4.MOISTURE-RESISTANT CONNECTION TO VALVE#1(DBR/Y-6 OR EQ.) SET CONTROLLER 60"ABOVE >>Z y 3.MOISTURE-RESISTANT CONNECTION FOR COMMON WIRE TO VALVE(DBR/Y-6 OR EQ.) S.TWO-WIRE-GAUGE PER PLANS FINISHED GRADE UNLESS ^ ? 4.TWO-WIRE-GAUGE PER PLANS 6.POROUS MATERIAL FOR DRAINAGE-3"MINIMUM OTHERWISE NOTED. 0 5.POROUS MATERIAL FOR DRAINAGE-3"MINIMUM 7.MAINLINE AS PER PLANS 6.MAINLINE AS PER PLANS 8.TWO-WIRE RED TO RED biCODER MOISTURE-RESISTANT CONNECTION(DBR/Y-6 OR EQ.) CONTROLLER AS SPECIFIED. 7.TWO-WIRE RED TO RED WCODER MOISTURE-RESISTANT CONNECTION(DBR/Y-6 OR EQ.) 9.TWO-WIRE BLACK TO biCODER BLACK MOISTURE-RESISTANT CONNECTION(DBR/Y-6 OR EQ.) SECURELY BOLT CONTROLLER TO REVISIONS 8.TWO-WIRE BLACK TO biCODER BLACK MOISTURE-RESISTANT CONNECTION(DBR/Y-6 OR EQ.) 10.BASELINE BL-5202 VALVE WCODER-ATTACH TO VALVE BOX WITH TIE OR METAL SCREW WALL.INSTALL BACKUP BATTERIES 9.BASELINE BL-5201 VALVE biCODER-ATTACH TO VALVE BOX WITH TIE OR METAL SCREW 11.CORNER VALVE BOX SUPPORT OF FOUR) MRK DATE Description I 10.CORNER VALVE BOX SUPPORT(TYPICAL OF FOUR) AS RE ECIFIATIONS. QUIRED.GROUD AS PER MFG. ®` 2 Sp DIAMETER RIGID STEEL CONDUIT FOR 110 VAC 4 5 ELECTRICAL SOURCE. c 6 INSTALL AS PER LOCAL d 7 ELECTRICAL CODES BY ` LICENSED ELECTRICIAN. c o DO --6, 5 5 AA10 6 STRUCTURE OR TO o- 78 "n 9 2 89Ev,o 2 4 2"DIAMETER GRAY PVC CONDUIT BOX AS PER PLANS 3 B 1B�enxn"c FOR RCV WIRES. JOB NO: 20-1588 A qQ5 3 33 ID TE DRAWN BY: 03.13.2TC Q A A �A CHECKED BY: MW Y FINISHED FLOOR R 10 Y B 1 U0o1 4 o 4 Ms 5 5 5~•'y- ,ems a 6 •'I I I _ DRAWING TITLE ` T, 6 M 7 a IRRIGATION 1.1. -• NOTE:MOISTURE-RESISTANT CONNECTORS 3M DBR/Y-6 OR EQUAL TO BE INSTALLED IN 2 y NOTE:MOISTURE-RESISTANT CONNECTORS 3M DBR/Y-6 OR EQUAL TO BE INSTALLED IN VERTICAL POSITION AS SHOWN. LONG SWEEP ELL DETAILS 1. 0 VERTICAL POSITION AS SHOWN. 0 O « U K a ��� BASELINE BL-5201 SINGLE STATION BICODER �Q� BASELINE BL-5202 TWO STATION BICODER �� INTERIOR WALL MOUNT CONTROLLER a _ SHEET NUMBER y , N.T.S. 32 8409.79-05 (.l N.T.S. 32 8409.79-06 1"=1'-0" 32 8409.19-07 a E 0 CITY APPROVED PLANS rc ". L351 r a o PD1N5 MOST BE ON LOB SITF O Ns fOR ALL INSPECTIONS FN U 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 Hale I b 0 ® 25-2453 �1 � � � � with SC � � � �l NOTES PANEL MARK NO. KEY PLAN INDEX OF DRAWINGS 1. BUILDING IS DESIGNED TO COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE (IBC) BACK NO. TITLE 2. DESIGN COMPLIES WITH THE PROVISIONS OF THE 2018 IBC FOR THE FOLLOWING M-01 COVER SHEET LOADS: M-02 HANDLING INSTRUCTIONS GROUND SNOW LOAD = 250 PSF W1 M-03 FLOOR PLAN ROOF SNOW LOAD = 210 PSF M-04 BUILDING ELEVATIONS FLOOR LIVE LOAD = 400 PSF M-05 BUILDING ELEVATIONS IBC DESIGN SPECTRAL RESPONSE S. = 1.354, St = 0.538 M-06 INTERIOR ELEVATIONS SITE CLASS D R1-L UNIT A R1-R RSK CATEGORY: II 7 � F1 N M-07 DETAILS SEISMIC DESIGN CATEGORY: D 3 Pi P1 3 BEARING WALL SYSTEM R = 4.0 M-08 WALL PANEL W1 A5 - INTERMEDIATE PRECAST SHEARWALLS M-09 WALL PANEL W2 BASIC WIND SPEED = 150 MPH (3-SECOND GUST) W6 M-10 WALL PANEL W3 WIND EXPOSURE C W7 M-11 WALL PANEL W4 OCC• Class. U UNIT B - M-12 WALL PANEL W5 3. CONSTRUCTION TYPE: V-B R2-L o R2R M-13 WALL PANEL W6 OCCUPANCY: B M-14 WALL PANEL W7 EXTERIOR WALLS: 1-HR RATED ER IBC TABLE 721.1(2), ITEM 4-1.1 rn W1 2 � M-15 WALL PANEL W8 MINIMUM FIRE SEPARATION DISTANCE: 10 FEET F2 M-16 WALL PANEL W9 4. CONCRETE STRENGTH f'ci = 2500 PSI INITIAL fc = 5000 PSI M-17 WALL PANEL W10 FINAL AIR ENTRAINMENT 6% t 1 1/2% IN PLASTIC CONCRETE. M-18 WALL PANEL W11 REINFORCING STEEL: ASTM A615 #3 GRADE 40, #4 AND LARGE GRADE 60 M-19 WALL PANEL W12 MINIMUM LAP 18" AT SPLICES. TIE BARS WITH DOUBLE ANNEALED REINFORCING W13 W14 M-20 WALL PANEL W13 STEEL SHALL BE ACCURATELY PLACED, ADEQUATELY SUPPORTED AND SECURED M-21 WALL PANEL W14 S�ONAL AGAINST DISPLACEMENT BEFORE CONCRETE IS PLACED, AND SHALL ALSO MEET FRONT THE STANDARDS SET FORTH IN ACI 318. M-22 FLOOR SLAB Fl C� WE DE16 D WIREIRONW ABIRE-RIC(W.W.ORCNG TO F.):I STM A 064,A4x4E PLCEDxW6.7xW6ER OIN �80NKSI (OR M-23 FLOOR SLAB F2 QO�( GISTERFO EQUIVAL), SMOOTH WIRE, MIN. LAP 2 SQUARES. M-24 ROOF SLAB R1-R Q+ 5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (i.e. PS-2, R301)REFER TO CXT M-25 ROOF SLAB R1-L 10526 STANDARD EMBEDMENT CATALOG. M-26 ROOF SLAB R2-R M-27 ROOF SLAB R2-L 6. BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH UNO. ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S M-28 INTERIOR PARTITION P1 �r 7. REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS COVERING DESIGN, M-29 GRAVEL PAD DETAIL MATERIALS, PRODUCTION, AND INSTALLATION CRITERIA FOR SPECIFIC STYLE OF BUILDING. APPLICABLE CODES M-30 FLOOR DRAIN LOCATIONS & BELOW FLOOR PIPING May 20, 2021 M-31 PLUMBING PLAN & DIAGRAMS 8. ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS OF 6x THE BAR DIAMETER. 2018 INTERNATIONAL BUILDING CODE M-32 PLUMBING PLAN, DIAGRAMS & SCHEDULE 2018 INTERNATIONAL MECHANICAL CODE M-33 ELECTRICAL NOTES, LEGEND & SCHEDULE 9. ADEQUATE PLUMBING FACILITIES TO BE PROVIDED IN ACCORDANCE WITH 2O18 2017 IDAHO STATE PLUMBING CODE / 2015 UNIFORM PLUMBING CODE M-34 ELECTRICAL PLAN & SCHEDULE IBC (NOT BY CXT). 2020 IDAHO ENERGY CONSERVATION CODE / 2018 INTERNATIONAL ENERGY 9M 10. INSTALLATION TO MEET APPLICABLE LOCAL, STATE & FEDERAL CODES, BY CONSERVATION CODE (2016 ASHRAE 90.1) M-35 MATERIAL LIST OTHERS. 2017 NATIONAL ELECTRICAL CODE Precast Products M-36 MATERIAL LIST �ID. 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 11. PORTABLE FIRE EXTINGUISHER TO BE PROVIDED ON SITE BY OTHER IN 901 N.Highway 77 Hillsboro,TX 76645 ACCORDANCE WITH LOCAL JURISDICTION. SPECIAL CONDITIONS AND/OR LIMITATIONS 362 Waverly Road Williamstown,WV 26187 anE MONTROSE with SCREEN ACCESSIBILITY TO THIS BUILDING, INCLUDING PARKING, IS TO BE PROVIDED BY OTHERS BUILDING NUMBER M-335 AND CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL BUILDING CODES. NOTICE The information contained herein is proprietary and the exclusive property of CXT Incorporated. The Information may only be used by the original raiplent for the purpose intended. Reproduction or disMbution of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing CITY APPROVED PLANS use of this reformation'CXT Incmpo sled grant,no merchantability express or Tonnes r a ingpar a warranty of merchanloblNy or of fitness for a particular purpose. Reviewed for Code Compliance CXT lnaapomtsd CASTING TMERANCESF IDAHO STATE TAG, APPROVAL AND PE DRAWINGS (ECC ONLY) REQUIRED PLANS MUST BE ON JOB SITE OVERALL LENGTH OR WIDTH 10 FT OR UNDER •1/ FOR ALL INSPECTIONS 10 TO n 8'"r1/B',-3/161 ro 4D Fr v4• WALL TEXTURE: BARNWOOD Ion TOTAL TIUMNESS.-1/8,-1/4 WALL PAINT: CAPPUCCINO CREAM REV. a/32"=x APPRMAt 26 VARIATOIN rROH SOIWRE SI/B PER 6 FT S DIArdHAL SCALE 3 32"=1'- DATE 03-26-21 LOCAL S.WTIBESS•1/4'IN 10 FT ROOF TEXTURE: CEDAR SHAKE DRAWN MICi M FILE N0. M-335 VEEP•;1/4' ROOF COLOR: OATMEAL BUFF CHECKED MCT PLOT 1 128 POSITION OF MOMS•s1/4' COVER SHEET POSITION OF BLOCKOUTS•s1/4' SIZE OF INLOCKOUTS.•1/4' SEALER: 2K ANTI GRAFFITI SEALER POSITION OF EMBEDS it/4' DWG N0. SHEET REV. TIPPOIG AND FLUSHNESS W PLATES••1/16,-1/4 TRIM PAINT: DTM ALKYD ENAMEL BROWN 1 BOWING•LENGTH/360 M-01 END SaWRENESS"sI/8' 36 NOTES: EMBEDDED MATERIALS ITEM CITY MONTROSE with SCREEN HUCKSBLE& WEDGOn 4 1. THE MONTROSE STYLE BUILDING CONSISTS OF TWO CHUCKS & WEDGES 8 SEPARATE UNITS TO BE PLACED AND JOINED AT THE PROJECT SITE, i GROUT I BAG PROPER SITE PREPARATION AND HANDLING IS ESSENTIAL FOR THE i RECOMMENDED HANDLING SAFE AND PROPER INSTALLATION OF THE BUILDING, i 2. PROVIDE SHALLOW TRENCH WITH ROLLED EDGES ALONG BUILDING i/ \� AND INSTALLATION INSTRUCTIONS JOINT LINES TO PREVENT TRAPPING MATERIAL BETWEEN UNITS / BEING DRAWN TOGETHER, / 20'-0' MIN 3. PLACE UNITS AS CLOSE TO ONE ANOTHER AS POSSIBLE, / SPACE BETWEEN UNITS SHOULD NOT EXCEED V AT INITIATION OF / POST-TENSIONING. MAXIMUM ALLOWABLE FINISH JOINT SPACE BETWEEN / \ UNITS SHALL BE 1/2'. / i 4. POST-TENSIONING TO DRAW UNITS INTO CONTACT SHALL / BE ACCOMPLISHED WITH EQUIPMENT PROVIDED BY CXT BY PROPERLY / TRAINED PERSONNEL, INSTRUCTIONS PROVIDED BY CXT SHALL BE / CAREFULLY ADHERED TO. ALL NECESSARY SAFETY PRECAUTIONS / SHALL BE TAKEN BY INSTALLATION PERSONNEL, o 5. AFTER COMPLETION OF BUILDING PLACEMENT, BLOCKOUTS AT POST-TENSIONING ANCHORAGE POINTS SHALL BE FILLED WITH NON-METALLIC, NON-SHRINK GROUT. PROVIDE \ / SMOOTH, NEAT FINISH COMPATIBLE WITH SURROUNDING CONCRETE / SURFACES. MATCH CONCRETE COLOR. \. / HOISTING CABLE SLINGS \ I 6, PROVIDE UTILITY CONNECTIONS (PLUMBING & ELECTRICAL) AS W/ LOCKING SHACKLE @ TOP \ / REQUIRED AND/OR AS CALLED FOR ON THE DRAWINGS. MINIMUM CABLE TENSILE \\ 12'-0'+- 7, FILL FLOOR BLOCKOUTS AFTER COMPLETION CAPACITY = 11 TON , \ CU. FT. CONC. SQ. FT. W.W.F. OF UTILITY HOOKUPS WITH CONCRETE. SLOPE TO DRAIN, 77' MIN, \_\ 77' MIN. APPROXIMATE WEIGHT 1 1/ NA Sg�o t FNG 26'-0' Q�����GISTERF� a � CRANE LIFTING SCHEMATIC - UNIT A & B 10526 BRACING BEYOND SEE A/7 �c , May 20, 2021 PEN iI Precast Products 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road wlliamstown,WV 26187 rrto<cr nnc / C.G.\ PS-22 LIFTING I. ATTACH TO AS-3 \�. ;; \ PS-22 LIFTING I. ATTACH TO AS-3 MONTROSE with SCREEN / \ EMBEDS W/(2) 1 1/2e0 HIGH TENSILE COIL BOLTS I X II C•G• \ EMBEDS W/(2) 1 1/2"0 HIGH TENSILE COIL BOLTS BUILDING NUMBER M-335 (SHEAR CAPACITY = 18,000# PER BOLT) ' \ " (SHEAR CAPACITY = 18,000# PER BOLT) HOME The information contained harem is proprietary and the exclusive property of CXT Incorporated. The information may only be used by the odginal reelpient A' A' A' A' far the purpose intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing 4'-7" 5'-5" (UNIT A) 6'-3" 4'-9" (UNIT B) CITY APPROVED PLANS use of this information,or implied, CXT incorporated ed grants no warranty,express a implied,including o warranty of marchantablily or of fitmese for a particular purpose. Reviewed for Code Compliance CXT Inaorpawled PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS NOTES: 1 UPDATED FOUNDATION NOTES MICHAEL Y 4-05-21 uv. arsmwnaw rsrwoni 26 SHIPPING WEIGHTS AND DIMENSIONS 1. C.G. IS APPROXIMATE, S°ALE ' 8" —°" DATE M-335 21 DRAWN YICNAEL Y FlLE N0. M-335 CHECKED MCT PLOT 1 96 SECTI❑N WEIGHT LENGTH WIDTH HEIGHT 2. DIMENSION 'A' = 3'-4 112' (UNIT A) HANDLING INSTRUCTIONS A (BACK) 76,500 26'-0" 11'-6" 12'-0" = 3'-3" (UNIT B) DWG NO. SHEET REV. B (FRONT) 67,500 26'-0" 11'-01, 12'-0" M-02 2 3s DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE 26'-0" WRIST TO OPERATE. (IBC SECTION 10'-4" 4'-0" 10'-4" 1010.1.9.1) ROOF LINE ABOVE ANY EXIT DOOR WITH A KEYED I I LOCK TO BE READILY DISTINGUISHABLE AS BEING I LOCKED OR PROVIDE A PANIC, I SND I PUSH-PAD, OR LEVER THAT I I I o o I DEACTIVATES LOCK IN A SINGLE \_200 AMP j MOTION. SMALL THUMB LOCKS SERVICE PANEL NOT ALLOWED. n I FLOOR DRAIN I (TYP. 4 PLCS.)—\ I I I ANY DOOR OTHER THAN MAIN i EXIT O O HAVE O HARDWARE THAT UNLOCKS S LOCK SND 6'-1 1/2" 1 IN A SINGLE MOTION. WALL MOUNT I PROVIDE SIGN ON MAIN EXIT o 7'-1" AFF I DOOR, "THIS DOOR TO REMAIN WOMEN MEN I UNLOCKED WHEN BUILDING IS I 30 GAL I HW 5'-1" 4'-3" -0" i OCCUPIED." ANAL I S1STER�� SANIFLOW HAND DRYER MODEL #SM06ACS—UL 10526 oAft E �I I I t II�CJCII I I ) r Q I ® COAT HOOK May 20, 2021 Y4� 42" A.F.F.L-- --(TYP_2 PLCS.)—C) —0" 3'-0" 6'-4" 4" -0" 6'-4" 3'-0" —0" 9M I Precast Products ADA DUAL HEIGHT DRINKING LOCKABLE EXTERIOR FOUNTAIN W CANE SKIRT HOSE BIB 6707 E.Flamingo Ave.Bldg Nampa,ID 83687 901 N.Highway 77 Hillsboro,7X 76645 `v HAWS 1119FR 362 Waverly Road Williamstown,WV 26187 enaacr nnc MONTROSE with SCREEN BUILDING NUMBER M-335 05-0" MIN. Nonce TURNING CIRCLE The information contained herein is proprietary and TYP. 8—4" 9'-4" 8'-4" the a:dust. property of CXT Incorporated. The Information may only be used by the original redolent for the purpose intended. Reproduction a disMbution of this information is strictly prohibited without the prim written consent of CXT Incorporated. By allowing use of this Information,CXT Incorporated grants no warmly,egress a knplled,including a warranty of merchantability or of fitness far a particular purpose. CITY APPROVED PLANS CXT lnceq, atetl Reviewed for Code Compliance PLANS MUST BE ON JOB SITE 1 UPDATED FOUNDATION NOTES YICHAEL Y 4-05-21 FOR ALL INSPECTIONS — SCALE 1 4"=1'-0" DATE 03-26-21 DRAWN MICHAEL M FILE NO. M-335 CHECKED YCT PLOT 1 48 FLOOR PLAN DWG NO. :SHEET REV. M-03 3 1 36 EXTERIOR LED LIGHT FIXTURE HAWS #1119FR ADA DUAL (TYP 3 PLCS) HEIGHT DRINKING FOUNTAIN w/CANE SKIRT 12 12 CEDAR SHAKE ROOF TEXTURE BARNWOOD TEXTURE (TYP. ALL EXTERIOR WALLS) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (U •� j I I I I I I I ,o OD LO i •T• j I Ou \ I I I ON (U I C7 R.I p I I EXTERIOR HOSE BIB 4'-B' 4'-B' 1'-6' 8'-4' 9'-4' 8'-4' 26'-0' t, cc 29'-0' SS�ONAL c�C GISTERF� FRONT ELEVATION a 10526 4' DIA PLUMBING VENT PIPE ti EXHAUST FANS �r (TYP 2 PLCS) I I I I May 20, 2021 9MICAT it Precast Products 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 o 901 N.Highway 77 Hillsboro,TX 76645 3U68 i 362 Waverly Road Williamstown,WV 26187 DOOR UJIUTY (U rnaacr nnc ROOM MONTROSE with SCREEN BUILDING NUMBER M-335 I I o I I I I NOTICE 00 The information contained herein is proprietary and the e:dust. property of CXT Incorporated. The I I I Information may only be used by the original recipient I I I for the purpose intended. Reproduction a distr@uUm I I I of this infamotion is strictly prohibited without the I I I prim written consent of CXT Incorporated. By allowing I I I use of this Information,CXT Incorporated grants no I I I warmly,express a knplled,Including a warranty of I I I merchantability or of fitness far a particular purpose. CXT Incorporated I I j CITY APPROVED PLANS 11-6' 3-0' 11-6' Reviewed for Code Compliance 1 UPDATED FOUNDATION NOTES MICHAEL Y 4-05-21 1'-6' 26'-0' 1,_6, PLANS MUST BE ON JOB SITEnlE 1 1°a=i o DATE 03-26-z1 FOR ALL INSPECTIONS DRAWN MICHAEL Y FILE NO. M-335 29'-0' CHECKED YCT PLOT 48 BUILDING ELEVATIONS REAR ELEVATION DWG NO. SHEET REV. M-04 4 1 36 2'-4'x10' LEXAN WINDOWS (TYP 10 PLCS) CEDAR SHAKE ROOF TEXTURE I vil I I 1 11"111 11 I 0 I (U I I O O I I I I I I I I I N MS-2 VENT, TYP OF 4 10'-0' 22'-6' NAL RH SIDE ELEVATI❑N S\O �NGj a�t� GISTERF� 10526 May 20, 2021 91 Precast Products ,.r ,�. .✓ �' 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 (U rnaacr nnc MONTROSE with SCREEN BUILDING NUMBER M-335 I I I ® O The infarmalicn contained herein is Proprietary and I the e:dust. Property of CXT Incorporated. The '(0 Information may only be used by the original recipient for the purpose intended. Reproduction a distrib Um of this infamotion is strictly prohibited without the prim written consent of CXT Incorporated. By allowing use of this Information,CXT Incorporated grants no warmly,egress a knplled,including a warranty of merchantability or of fitness far a particular purpose. CXT Incorporated I CITY APPROVED PLANS Reviewed for Code Compliance 10'-0' 11'-0' 1 UPDATED FOUNDATION NOTES YICHAEL Y 4-05-21 PLANS MUST BE ON JOB SITE ern. areasnox wpeavi onn SCALE 1 4"=1'-0' DATE 03-26-21 FOR ALL INSPECTIONS DRAWN MICHAEL Y FILE NO. M-335 22'-6' CHECKED YCT PLOT 1 48 BUILDING ELEVATIONS DWG NO. SHEET REV. LH SIDE ELEVATI❑N M-05 5 1 36 SANIFLOW HAND DRYER MODEL #SM06ACS-UL EXHAUST FAN VANDAL RESISTANT WALL HUNG OCCUPANCY SENSOR OPERATED 18"GRAB BAR MOUNTED VERTICAL WET LOCATION 4' LED LIGHT FIXTURE 18'x36' SS MIRROR ANCHOR NAIL 3/16x7/8 (OTY 6) OCCUPANCY SENSOR ACTIVATED PREDRILL HOLE 3/16" CIA (VPFB-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD) DUPLEX OUTLET 48"GRAB BAR MOUNTED VERTICAL OCCUPANCY SENSOR-ACTIVATED ANCHOR NAIL 3/16x7/8 (OTY 6) EXHAUST FAN PREDRILL HOLE 3/16" CIA TOILET TISSUE 36"GRAB BAR DISPENSER ANCHOR NAIL 3/16x7/8 (CITY 6) / < PREDRILL HOLE 3/16" DIA 1 10" 2'-0" i BOBRICK B-270 SND MIN. MIN. 0 'aT 12 I I m I ----- — I i+) M I r> N .0 cV N 1 10 jV-5" 6'-2" 4'-11" 2'-6" PROFLO TRAP 2'-10" COVER PROTECTION (TYP AL LAVS) 3'-4" 4'-6 1/2" INTERI❑R ELEVATI❑N - MEN'S RESTR❑❑M INTERI❑R ELEVATI❑N -W❑MEN'S RESTR❑❑M WOMENS OPPOSITE HAND SS\ONAL FjyC QO�� GISTERF� a � VANDAL RESISTANT WALL HUNG 10526 •-I 18'x36' SS MIRROR SANIFLOW HAND DRYER WET LOCATION 4' LED LIGHT FIXTURE ti MODEL #SM06ACS-UL OCCUPANCY SENSOR ACTIVATED COAT HOOK (VPF8-4-28W DUPLEX OUTLET HP-4000K-120-CP-WHT-WET-OCC-TX/SD) e N�o OCCUPANCY SENSOR-ACTIVATED EXHAUST FAN May 20, 2021 SENSOR FLUSH VALVE, TYP Precast Products 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 � 2'-D" 1'- rwo,ccrTmr: MIN. ° MONTROSE with SCREEN o \ ® © BUILDING NUMBER M-335 L-JNOTICE o The Infarmaaan cantaMd heroin Is proprietary and _ � the exclusive property of CXT Incorporated. fie 1 p 0 I information may only be used by the original recipient n I — ————— 1 of his Infoorrmsaationn is Intended. tlp prohibited� wlthoutu the �, 0 N psis written consent forma of CXT Incorporated. By allowing ng use of this express Information.CXT includIncorping a goofs no manna—nty abprem or fitness or a par a warranty of merchantability or of fitness for a particular purpose. CXT Ine reted 2'-6" 4'-11" 6'-2" 1'-5" 4' CITY APPROVED PLANS sevrewed fo.code eompfience 1 UPDATED FOUNDATION NOTES INCHAEL 1/ 4-05-21 rrtv. oFs�raax ssrwowv.PLANS MUST BE ON JOB SITE SCALE 1 4=1—0 DATE 03-2626-21 FOR ALL INSPECTIONS DRAWN NICHAEL N 1 FILE NO. I M-335 CHECKED I NCT IPLOT 1 48 INTERI❑R ELEVATI❑N - MEN'S RESTR❑❑M INTERI❑R ELEVATI❑N - W❑MEN'S RESTR❑❑M INTERIOR ELEVATIONS MIENS OPPOSITE HAND DWG NO. SHEET REV. M-06 6 1 36 3" INT. <DIM POINT> PARTITION WALL PANEL WALL PANEL � ROOF SLAB PS-1 iu A3_p 1 4 /-CONY. GROUT PS-19 1/2 x 1/2 CHAMFER f/ v � (TYP 3 SIDES) 7/1 7/1 � _ PS-2 PS-2 1/4 PS-19 �/4 FORM FACE o_ 1 �k PS-2 OR PS-10 \714-7— SHAKE/RIBBED ROOF FINISH " FLOOR SLAB FLOOR SLAB NOT INCLUDED IN 4 1/2' DIM " PLAN PS-3 TYP. FLOOR SLAB TYP. WALL TO FLOOR SLAB TYP. WALL TO FLOOR SLAB TYP. WALL TO ROOF SLAB TYP. WALL TO WALL PANEL 1 TYPICAL ROOF SLAB EDGE 2 INT. PARTITION BASE CONNECTION 3 WELDED CONNECTION 4 JOINT DETAIL 5 WELDED CONNECTION 6 WELDED CONNECTION 12 WALL PANEL WALL PANEL � = RESTROOM ^ ^ RE6TROOM MATCH LINE PARTITION v �11/16^ PS-20� 1"0 PVC SLEEVE UTILITY AS-3 MATCH LINE � N — — — — As-i Ps-2 a . ROOM - - - [i]PS-3 SI-2-M SI-2-W SI-2-UT FLOOR SLAB 1/4 PT-1 FLOOR SLAB 45" BEVEL POST-TENSION PLAN JACKING CHUCK TYP 3/4"2-#3 BARS FLOOR SLAB ROOF SLAB 1/4 4' TYP. INTERIOR PARTITION ���KEYED FLOOR & ROOF SLAB DETAIL �01 TO WALL CONNECTION �n1 POST TENSION CABLE DETAIL �n1 FLOOR LIFT PLATE DETAIL ROOF PEAK WELDMENT DETAIL 12 SIGN SI-2 DETAIL ONAL SWE I V I I sS� FNc CONC.WALL PANEL STRUT PL 1/4 �+ CONE.WALL PANEL � 052 M--I o �t L a I I HSS3 3 � a I I SEE DETAIL 13 v I I L4x42)3/ '0 �O( 1/4 W,PM ~ I I 3/16 3 w/(2)3/a'1s BOLTS HSS3x3 I I INTO F-63 L4x4 FERRULE INSERTS yyy \ I I ———— (3/4'x2 5/16') / s � _TS STRUT � CONC.FLOOR SLAB �/ May 20) 2021 m \—ROOF SLAB 1� 7/1 STRUT PL 1/4x w.P. TYP CONC. WALL PANEL 4x0•-B' (2 3//axi•-4' W 4 PLCS (2) 3/40 BOLTS 3/16 INTO F-63 PLAN FERRULE INSERTS WASHER PL 2' 6' 6 1/4x4x0'-4' ' 2' Precast Products O(3/4'x2 5/16') W/13/16'0 HOLE CNTRD - - WP-4"ATER HEATER - - FB 2x1 8 " 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 63687 13 11/2'=1•-0' 14 1 1/z = -o PS-1 O 30" LONG 901 N.Highway 77 Hillsboro,TX 76645 (2 PLCS) 362 Waverly Road Williamstown,WV 26187 rwuar mrc STEEL STRAP BAND ❑ I ❑ MONTROSE with SCREEN AROUND TANK L2x2x1/8 BUILDING NUMBER M-335 r r� N 24" LONG Nonce (6 PLCS) The information contained harem is proprietary and 24" SQx3" DP 24" SQX3" DP the exclusive property of CXT Incorporated. The PS-19 GALVANIZED GALVANIZED Information may only be used by the original reciplent OVERFLOW PAN OVERFLOW PAN for the purpose intended. Reproduction or distribution of this information is strictly prohibited 'that the ��WIND SCREEN - - psis written consent of CXT Incorporated. By allowing use of this Information,CXT Incorporated grants no +7'-1" AFF warranty,express or Implied,including a warranty of merchantability or of fitness far a particular purpose. l3 CXT mcamcrated TS 3x3x1/4 L2x2x1/8 WELDED - - - J - - STRUT "I PS-24 1/4 24" STEEL FRAME. 24 a +`I 26 PS-23 V 1 UPDATED FOUNDATION NOTES uICHAEL M 4 05-21 I I SCALE 3 4"=1•-0' DATE 03-26-21 xsv. asawrnax nvvaovri oert / 14 I I I DRAWN MICHAEL M FILE N0. M-335 I FLOOR CHECKED MCT PLOT 16 FLOOR SLAB DETAILS LIFTING BRACE CL s/e• 1•-0• 15 Ts WINDSCREEN FLOOR ATTACHMENT O WATER HEATER SUPPORT CITY APPROVED PLANS A16 Reviewed for Code Compliance DWG N0. SHEET REV. PLANS MUST BE ON JOB SITE M-07 7 36 FOR ALL INSPECTIONS EMBEDDED MATERIALS ITEM QT! AS-2 6 FL-648 4 PS-2 10 PS-19 4 R303 4 R316 1 1j R320 8 /16" R327 2 »•"a 1 t'_4" R411 4 R3x92 8 _5" R3x98 16 (`1 a CO 11'-2" R3x128 8 (0 6'1p" R3x180 4 N a MS-4 BO 4 ® 3">" a s'_1•• 40 1/8" x 82 1/4"BO 1 • a 00 __ �__ 9'-6"<PS-19> SI-2 MOLD 1 ® r — --- — -- --- — r—, 9'-4"<LIGHT DETAIL> 4x4 E-BOX 2 2" N , , L—J= — --- --- — --L—J R327 r7 a R32 a 8'-7"<FAN DETAIL> ROUND MUD RING 1 BLOCKOUT 6 1/2" DIA 2 8-G 44 J-BOX 2 Rg77 R�11 w N R3x180 7'-3"<PS-2> cr z R3x180 _ 6'-10 1/4" x I I Lj 6'-4"<MS-4 BO> R3x128 F===41 ___ =_� R3x128 _-=_____� 00 CU. FT. CONC. SQ. FT. W.W.F. 3 II II 71.2 2.64 220 a o m 5'-0"<SI-2 MOLD> APPROXIMATE WEIGHT ME 10,680 iv � II I N N N o0 oO OD II II OD a0 CO o7 N N m m iT Im T T 0) 0) a, O) m x x x x x ___ x x x x x x M rr] M In NJ In M M 10 In M ONE LAYER MESH c� Co of Of CJS�O c m 4x4xW6.7xW6.7, CENTERD � s%STERF�C�iji� a 10526 pcli N O p af R303 TYP 9"<PS-2><PS-19> Q R3x128 R3xl28 0" May 20, 2021 n n n n n nnn n n n n n n n a I O N O J N O m Cn N J CD N DO N O 1 m 1 m ¢ n I ¢ m I m I N Q Q W Q N O N Q W -W N N V I V I o V ie d O CL V o I V I V CAT o0 o z xv I cYi o z O O a 1N o I a V 1 Precast Products o oo o - DO N 7 T p C-4 _ n `4. 1 1 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 1 I J I 1- N N i- 901 N.Highway 77 Hillsboro,TX 76645 N �1 ao 362 Waverly Road Williamstown,WV 26187 cq to = MONTROSE with SCREEN BUILDING NUMBER M-335 -v Nonce 4x4 J—BOX The nfomatlon contolned herein 1. proprietary and 1 1/2" V the exdualw properly of CXT Incorporated The OPEN FACE DOWN nto mason may only be used by the original rec plant for the purpose intended. Reproduction or distribution 1 of this nformalion Is strictly prohibited fthout the cV prior eritten consent of CXT Incorporated. By allosng use of this information, CXT Incorporated grants no samorty,express on implied,nduding a earronty of merchontablhty or of fitness for a Parlkulon Duraow. CITY APPROVED PLANS aT incorporated Reviewed for Code Compliance FORM FACE 4" SQ E-BOX X 1 1/2" DEEP BLOCKOUT 4 1/2" DIA BACK TO BACK W/ 4" SQ PLANS MUST BE ON JOB SITE ROUND MUD RING AT NEAR FACE FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAE M 4-05-21 Q 0 SCALE 1 3 8=1—0 DATE xrraov 1 03-26-21 DRAWN MICHAEL AI FILE NO. M-335 FACE DOWN IN FORM PLACE MUD RING ® QQ0 0 CHECKED MCT PLOT 32 2 3 1/2" WALL PANEL NOTES: MARK W1 1. WALL THICKNESS = 4" 2 EXCEPT R303, R411, R327 & R316, REINFORCING BARS TO BE PLACED IN DWG NO. :SHEET REV. FAN DETAIL PAIRS ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER. 8 RVF4XL LIGHT DETAIL 3. ALL OTHER BARS TO BE CENTERED IN PANEL M-�$ 36 1 EMBEDDED MATERIALS ITEM CITY AS-2 3 PS-10 2 PS-19 4 R303 4 PS-2 1 R3x116 8 R3x92 12 R320 8 MS-2 80 1 MS-4 80 2 R322 2 R3x38 2 8'-0" R3x116 R320 7'-3"<PS-19> BARNWOOD R3x116 -------- -------- I TEXTURE I I I I INi II II II I 6'-4"Qv1S-4 BO> Of �_- ------ R3x116 �_ ------- Qf vz^ ONE LAYER MESH CU. FT. CONC. 50. FT. W.W.F. z 4x4xW6.7xW6.7, CENTERD 24.7 0.92 75 Ld APPROXIMATE WEIGHT � J 0 SMOOTH 3,707 0 10 0 TEXTURE x x sNAtxx CIO 0 OfCr Of Of OfOf FNc GISTERF� o R3x38 Q, I N N 10526 Mof Qf M I 1'-6"<MS-2 BO> d' I I I Qf T;��R3f8 TYP3 9"<PS-19> r R3x116 R3200. a May 20, 2021 A /� /� A° OI " N O N O N Ot 0 O N v (n N T 1n (n � a CAT a v a a a v a CD AN m 1 0 Precast Products 0) CIDI 0) ¢ 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 1 v I 901 N.Highway 77 Hillsboro,TX 76645 1N O V1 1 362 Waverly Road Williamstown,WV 26187 n in rrtaEcr nnE 00 MONTROSE with SCREEN N N BUILDING NUMBER M-335 I N � Nonce e The Information contained herein Is proprietary and ro the exduslw property of CXT Incorporated- The 1 Inform Won moy only be used by the original recipient 1� for the purpose intended. Reproduction or distribution rm of this Information 1. strictly prohibited without the prior written consent of CXT Incorporated. By allowing CITY APPROVED PLANS use of this information, CXT Incorporated grants no warranty,express on implied,induding a wamonty of merchantability or of fitness for a particular purpose Reviewed for Code Compliance pIT InaorpomGd PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATE)FOUNDATION NOTES MICHAEL Y 4-05-21 ML SCALE 3 8=1—0 DATE xrrao K 03-26-21 DRAWN MICHAEL M FILE NO. I M-335 CHECKED MCT I PLOT 1 32 NOTES: WALL PANEL 1. WALL THICKNESS = 4" MARK W2 2. EXCEPT R303, R322 & R308, REINFORCING BARS TO BE PLACED IN PAIRS DWG NO. SHEET REV. ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER M-09 s 3. ALL OTHER BARS TO BE CENTERED IN PANEL. 36 EMBEDDED MATERIALS ITEM QT! AS-2 3 PS-10 2 PS-19 4 R303 4 PS-2 1 R3x116 8 R3x92 12 R320 8 MS-2 80 1 MS-4 80 2 R322 2 R3x38 2 8'-0" 7'-11" - ------- -------- R320 R3x116 T-3"<PS-19> R3x116 I o 6'-4"<MS-4 80> I BARNWOOD TEXTURE I I M n --------S R3x116 -------—� w� _ ------- ------- CU. FT. CONC. SQ. FT. W.W.F. z ONE LAYER MESH 24.7 0.92 75 Ld4x4xW6.7xW6.7, CENTERD APPROXIMATE WEIGHT Q Ld J O SMOOTH 3,707 0 3 TEXTURE of N N N N N N of 0) SS�oN t F�c �1 :2 ����G�STERFp /�� a '0 R3x38 10526 ,-I II l'-6"<MS-2 80> of f R303 Of 9"<PS-19> TYP. �Ov R3 38 R320 R3016 . a I May 20, 2021 OQ, N O N O N Ot� (I (n N !n T N in mcjw a v a a a v a CD A N m Precast Products M Cn of 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 I v I 901 N.Highway 77 Hillsboro,TX 76645 (N O fie 362 Waverly Road Williamstown,WV 26187 in n rrtaEcr nnE m MONTROSE with SCREEN N N BUILDING NUMBER M-335 I N � Nonce xV The Information contained heroin Is proprietary and rd the exdushe properly of CXT Incorporated. The I Information may only be used by the original recipient 1� for the purpose intended. Reproduction or distribution of this information Is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty,express a implied,Including a waronty of CITY APPROVED PLANS merchantability or of fitness for a particular purpose, aT Incorpaalad Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATE)FOUNDATION NOTES MICHAEL Y 4-05-21 SCALE 3 8=1—0 DATE xrrao K 03-26-21 DRAWN MICHAEL M FILE N0. M-335 CHECKED MCT PLOT 1 32 NOTES: WALL PANEL 1. WALL THICKNESS = 4" MARK W3 2. EXCEPT R303, R322 & R3x38, REINFORCING BARS TO BE PLACED IN PAIRS DWG NO. SHEET REV. ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER M- 0 10 1 3. ALL OTHER BARS TO BE CENTERED IN PANEL. 36 EMBEDDED MATERIALS ITEM CITY AS-2 2 PS-2 4 PS-3 2 PS-10 2 4x4 E—BOX BACK TO BACK R303 2 ROUND MUD RING UP R320 8 OPEN FACE DOWN R3z108 4 R3z123 4 R320 R3x108 R320 10'-7' WC WALL SLEEVE 1 URINAL WALL SLEEVE 1 9'-6'<PS-2> TWO GANG MUD RING 2 44 E—BOX 6 ROUND MUD RING 1 ® 8'-4"<E—BOX> Sn= N z w 0 o R303 ( 5'-4'<PS-3> O 0 M O M M N x ONE LAYER MESH h o ^ 4x4xW6.7xW6.7, CNTRD CU. FT. CONC. SQ.FT. W.W.F. ® 3'-6"<E-BOX> 33.2 1.23 100 3'-4"<E—BOX> APPROXIMATE WEIGHT 4,980 I I i R303 SS�ONAL FN 1'-6•<Ps-3> %STERF�YC�iji�c� I I I 9'<PS-2> , 5"<WC WALL SLEEVE> — 1 1/2"<URINAL WALL SLEEVE> R3x108 0� 10526 0 ti h—I CP s M o 0 �'9 P ��• M M DO Of > > ^ N ^ Ld w May 20, 2021 00 J J N Ifl N a I I 3 3 I" iu CAT BLOCKOUTS 3 Precast Products 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 EMBEDS I 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 rrtatcr nnE MONTROSE with SCREEN 4" SQ E—BOX x 1 1/2" DEEP BUILDING NUMBER M-335 BACK TO BACK W/ 4" SQ x 3/4" NOTICE DEEP DOUBLE GANG MUD RING The Information contained heroin Is proprietary and the exdualw properly of CXT Incorporated The rm(APPLETON ELECT #8470) Infoahon may only be used by the original wiplent AT NEAR FACE for the purpose intended. Reproduction or distribution of this Information Is strictly prohibited eithaut the prior Britten consent of CXT Incorporated. By alloeing CITY APPROVED PLANS wa of warranty. Ia into matiim, CXT Inaapaated grants na mrchaexpress on implied,In a par a eapurpo of merchantability on of fitness for a particular purpose. PLACE MUD RING WALL SLEEVE Reviewed for Code Compliance aT IncomoroGd FACE UP IN FORM O O (FLANGE SIDE DOWN) WITH HOLES LOCATED PLANS MUST BE ON JOB SITE E LEFT AND RIGHT SIDE ONLY O O FOR ALL INSPECTIONS ON TH OO 1 UPDATED FOUNDATION NOTES MICHAEL Y 4-05-21 a. O m scv. orsamnw wir SCALE 3 8=1—0 DATE xEEao 1 03-26-21 in s DRAWN MICHAEL M FILE NO. M-335 CHECKED I MCT I PLOT 1 32 SLOAN FLUSH SENSOR E—BOX DETAIL WALL PANEL NOTES: FOR 4" WALL THICKNESS FORM FACE 1. WALL THICKNESS = 4" MARK W4 1" THICK BLOCKOUT 2. EXCEPT R303, REINFORCING BARS TO BE PLACED IN PAIRS DWG NO. SHEET REV. ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER 11 WALL SLEEVE BLOCKOUT DETAIL 3. ALL OTHER BARS TO BE CENTEF fSN PANEL. M-11 36 1 EMBEDDED MATERIALS ITEM CITY AS-2 2 PS-2 4 PS-3 2 PS-10 2 4x4 E—BOX BACK TO BACK R303 2 ROUND MUD RING UP R320 8 OPEN FACE DOWN R3z108 4 10'-$" R3x123 4 R320 R3x108 R320 10'-7" W.C. WALL SLEEVE 2 ROUND MUD RING 1 9'-6"<PS-2> TWO GANG MUD RING 2 F6 44 E—BOX 6 ® 8'-4"<E—BOX> 1n N z Z w 0 C) R303 - D ~ ) 5'-4"<PS-3> O 0 M O M M x ONE LAYER MESH ro r- 4x4xW6.7xW6.7, CNTRD (if CU. FT. CONC. SQ.FT. W.W.F. O 3'-4"<E—BOX> 33.2 1.23 100 APPROXIMATE WEIGHT t, 4,980 R303 g�ONAL - l'-6"<PS-3> QO�S �GISTERF�Y(''?,�cc` I I s"ems-v 5"<W.C. WALL SLEEVE> R3x108 10526 X X O O M O m m �j p> N N .1 /� V 101 A 97 l N n 00 �, n N n cq w J Q a May 20, 2021 n n v J N MT N Q Q a I U 3 3 m Precast Products 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 BLOCKOUTS EMBEDS 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 rrtatcr nnE MONTROSE with SCREEN 4" SQ E—BOX x 1 1/2" DEEP BUILDING NUMBER M-335 BACK TO BACK W/ 4" SQ x 3/4" nonce DEEP DOUBLE GANG MUD RING The Information cantolned herein le proprietary and the exdualw properly of CXT Incorporated The (APPLETON ELECT #8470) Information may only be used by the original wipient AT NEAR FACE for the purpose intended. Reproduction or distribution of this Information le strictly prohibited eithaut the prior Britten consent of CXT Incorporated. By alloeing use of this information, CXT Incorporated grants no warranty,exprase on implied,induding a earronty of merchantability or of fitness for a particular purpose PLACE MUD RING WALL SLEEVE aT Incomoro d FACE UP IN FORM WITH HOLES LOCATED O O (FLANGE SIDE DOWN) CITY APPROVED PLANS ON THE LEFT AND RIGHT Reviewed for Code Compliance SIDE ONLY O O PLANS MUST BE ON JOB SITE 1 UPDATED FWNDATON NOTES NlatAa u 4-05-21 FOR ALL INSPECTIONS ev. ocsaemlax wir SCALE 3 8=1—0 DATE srrao K 03-26-21 s DRAWN YICHAEL M FILE N0. I M-335 CHECKED I AICT I PLOT 1 32 SLOAN FLUSH SENSOR E—BOX DETAIL FORM FACE NOTES: WALL PANEL FOR 4" WALL THICKNESS 1. WALL THICKNESS IN 4" MARK W5 2. EXCEPT R303, REINFORCING BARS TO BE PLACED IN PAIRS DWG NO. SHEET REV. 1" THICK BLOCKOUT ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER 12 WALL SLEEVE BLOCKOUT DETAIL 3. ALL OTHER BARS TO BE CENTERED IN PANEL. M-12 36 1 EMBEDDED MATERIALS ITEM QT! AS-2 6 PS-2 10 PS-19 8 FL-648 4 R411 4 R303 8 13-0 A h6" 13'0 11116" R327 2 R3x92 8 R3x180 4 R3x61 4 8-7 1/2" R316 1 a a 11'-2" R320 8 • 6•_,0" 96 CO e_10' R3x98 8 ® Go N LL `` CV BLOCKOUT 8" SO. 2 9'-6"<PS-19> 2 4 R303 ° ry 2 g" ® CIA 5LL R TYP ❑==❑ a a 8'-10"<8" SQ BO><P5-19> a p v � 8'-O" Rg1 j R��1 R3x180 R3x180 7'-3"<PS-2><PS-19> z =i 6-10 � z 3 ONE LAYER MESH CU. FT. CONC. SQ. FT. W.W.F. 0 4x4xW6.7xW6.7, CNTRD o 52.3 1.94 240 0 APPROXIMATE WEIGHT ' 0 7,846 co d::71 7� co 00 001-1 if I oNAL FNc/ N N N N Q�t� GISTERF� 2�F m a,ro rry rry rM of Ofof Q, 10526 d, 9"<PS-2><PS-19>R3x61-41 R3x61 e � 0" May 20, 2021 N x I N — O T DO O^i N N M N O N I m m I I N v N oN a ¢ ate a s Nor a - a Cf)a v v Precast Products �v a0 N N a0 in O � � j I V \ \ V I I N a0 in N ^ oo N o 0 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 rrtaEcr nnE MONTROSE with SCREEN BUILDING NUMBER M-335 NOTICE The Informatlon contained heroin Is proprietary and the exdusine property of CXT Incorporated- The in... nform Won moy only be used by the original recipient for the purpose intended. Reproduction or distribution rmaUm Is of this Info strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty,express on implied,induding a wamonty of merchantability or of fitness for a particular purpose CITY APPROVED PLANS aT lnaerporow Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATE)FOUNDATION NOTES MICHAEL Y 4-05-21 SCALE 3 8=1—0 DATE K 03-26-21 DRAWN MICHAEL M FILE NO. M-335 CHECKED MCT PLOT 32 NOTES: WALL PANEL 1. WALL THICKNESS = 4" MARK W6 2. EXCEPT R303, R411, R327 & R316, REINFORCING BARS TO BE PLACED DWG NO. SHEET REV. IN PAIRS ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER 13 3. ALL OTHER BARS TO BE CENTERED IN PANEL. M-13 1 36 EMBEDDED MATERIALS ITEM QTY AS-2 6 PS-2 10 PS-19 4 FL-648 4 13` R411 4 11/16" 0 11/16" R303 4 13�� R327 2 R3x92 8 R3x180 4 1/4 -o 8-7 1/4" R3x61 4 $� N ti 11•_2'• R316 1 0) s-10" R320 8 U1 'w R316 ° R3x98 8 3,1" N , ti 3•,1" BLOCKOUT 8" SO. 2 Rvr- 3 R p', 9'-6"<PS-19> 4,. 2,4' v rn 303 .A � ® `l) TYP Cb N ❑ El 8'-10"<8" SQ BO> A � � fir—Orr R4j1 Rp11 vz^ R3x180 R3 7'-3"<PS-2> Z N x180 6'-10" L- z :2 U- o w ONE LAYER MESH `` 3 4x4xW6.7xW6.7, CNTRD WCU. FT. CONIC. SQ. FT. W.W.F. 52.3 1.94 240 n o d APPROXIMATE WEIGHT 7,846 �Sg�O SAE a�� G, 10526 N O O K K 9"<PS-2><PS-19> R3x61 R3x61 0" !/ l N N N pAi°O O 00 O a,A1 0) N N M s0 N c0 May��� ���� in !n O to to I m cV m o 1 to to if) to r N Q N N Q v (n— d d Mtn v v v V) to n a v v v o I" o `v 0) io I I oo u I 1 "I. 0) c0 I N N O O) in N l I Precast Products 6707 E.Flamingo Ave.Bldg 3DO,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 vsoEcr ru MONTROSE with SCREEN BUILDING NUMBER M-335 NOIICE The information contalmd herein is proprietary and the exclus" property of CXT Incorporated. The Ffonnation may only be used by the original recipient far the purpose Intended. Reproduction or distribution of this Information Is straitly prohibited without the PH"written consent of CXT Incorporated. By allowing use of this informatlon,CXT Incorporated grants no warranty,express or implied,FdudFg a warranty of merchantability or of fitness for a particular purpose. CXT Inoon—ataa CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE 1 UPDATED FOUNDATION NOTES MICHAEL M 4-05-21 say. ossarnon rsraovK wtt SCALE 3 8'=1'-0' DATE 03-26-21 FOR ALL INSPECTIONS DRAWN MCHAR M RUE NO. M-335 CHECKED MCT PLOT 1 32 WALL PANEL NOTES: MARK W7 1. WALL THICKNESS = 4' DWG NO. SHEET REV. 2. EXCEPT R303, R411, R327 & R316, REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER M-14 14 1 3. ALL OTHER BARS TO BE CENTERED IN PANEL. 36 EMBEDDED MATERIALS ITEM OTT AS-2 3 PS-2 1 PS-10 1 PS-19 6 B-2 1 R4x60 2 R3x128 2 R3x92 8 R3x68 2 R3x65 2 R3x64 4 R3X45 2 R301 1 R302 1 BARNWOOD R303 6 8'-0" TEXTURE -- ------------- -- R320 10 R 20 R3x64 R32 SI-2 MOLD 1 7'-3"<PS-19> n'I SMOOTH FORM FINISH MS-4 BLOCKOUT 1 -------—� R3x64 RECESS 1/2" MS-2 BLOCKOUT 1 6'-4"<MS-4 B.O.> I� II R322 2 6'-0" --------- R3x38 2 R3x128 N w 5'-3"<PS-19> z ^o BARNWOOD 30 o II II o TEXTURE CU.FT. CONC. SO. FT. W.W.F. 4'-O"<SI-2 MOLD> II II 24.7 0.92 77 II II � I Z SMOOTH FORM FINISH N N N N II 0 Q APPROXIMATE WEIGHT 01 M M M ONE LAYER MESH w _II n=my x m 3,705 N 4x4xW6.7xW6.7, CNTRD Of o R3x38 00 SS�ONALro FjyC l'-6"<MS-2 B.O.> oN I QO���r�,G1STERF�Y/2�c1% C', El C*' �t3O3 I Q, 9 <PS-19> . R3 38 R4x60 10526 4" R3x45 I I I I I I y ,Q O_ ^ N 0) OD 0 N Q N O^i /(O N aI aI IT7 chi aI in i� ® a aN V ^ (n V E N O 7 e M N N jT m N.I O7 May 20, 2021 a 'n - o r' V 0 o DO a0 mCAT I I I 0 0 Precast Products j 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 r1 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 MONTROSE with SCREEN BUILDING NUMBER M-335 NOTICE The Information contained herein Is proprletary and the exduaive property of CXT Incorporated. The information may only be used by the original recipient CITY APPROVED PLANS of this purpose Intended Reproduction prohhibtedorweMw uthe of this Information is strictly prior written consent of CC Incorporated. By dts no Reviewed or Cade Compliance rmant Ue Information,CXT Incorporated grants no f p y ability or Implied, r a ingpar a warranty of merchantability or of fitness far o particular purpose. PLANS MUST BE ON JOB SITE CXT hoar, at.d FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL M 4-05-21 aEV. CE9l Harr •PPRWK ww SCALE 3 8"=1'-0' DATE 03-26-21 DRAWN MICHAEL M FILE NO. M-335 NOTES: CHECKED I MCT I PLOT 1 32 1. WALL THICKNESS = 4" WALL PANEL 2. RECESS B-2 INSERTS 1/2", GROUT CLOSED AT FINAL ASSEMBLY. MARK W8 3. EXCEPT R301, R302 & R303, REINFORCING BARS TO BE PLACED DWG NO. SHEET REV. IN PAIRS ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER 15 4. R301 AND R302 TO BE PLACED THROUGH B-2 INSERT M-1 5 1 5. ALL OTHER BARS TO BE CENTED IN L 36 EMBEDDED MATERIALS ITEM CITY AS-2 3 PS-2 1 PS-10 1 PS-19 6 B-2 1 R4x60 2 R3x128 2 R3x92 8 R3x68 2 R3x65 2 R3x64 4 R3X45 2 R301 1 R302 1 BARNWOOD R303 6 TEXTURE _� 8'-0" -- ---------- -- 7'-11" R320 10 R 20 R3x64 R320 SI-2 MOLD 1 SMOOTH FORM FINISH 7'-3"<PS-19> MS-4 BLOCKOUT 1 RECESS 1/2" R3x64 ------ I MS-2 BLOCKOUT 1 I II 1 1 1 6'-4"<MS-4 B.O.> R322 2 ------ 6-0 R3x38 2 = R3x128 w � z _ 5'-3"<PS-19> x o 30 BARNWOOD o II > O Qr TEXTURE CU.FT. CONC. SCI. FT. W.W.F. II 4'-0"<SI-2 MOLD> I o II II 24.7 0.92 77 II II N N N N SMOOTH FORM FINISH APPROXIMATE WEIGHT a o CD01 rn rn CID tO IL--A ONE LAYER MESH M rM rM rM 3,705 o Df 4x4xW6.7xW6.7, CNTRD 00 R3x38 SS�ONAt04 10 �A.^ l'-6"<MS-2 B.O.> QO ��GISTERF�YYv�il,�cc` ❑ R303 Q, R4x60 R3 38 TYP- — 9"<PS-19> 10526 ,-I R3x45 4„ ~" mmmmm 14, I I I I - � 4 N N O 00 rT N O O^i O O N Q :2 m I'll NEB V o N d- l�V ^ V P e N 0) N M May 20, 2021 in v O aD LO V ^ Q C V O m O N I RMCAT to :2 0 Precast Products j 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 N 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 MONTROSE with SCREEN BUILDING NUMBER M-335 NOTICE The Information contained herein Is proprietary and the exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose Intended Reproduction or distribution of this Information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing CITY APPROVED PLANS use of this information,CXT Incorporated grantsC no warranty,express or implied,Including a warranty of Reviewed for Code Compliance merchantability or of atness for a particular purpose. cxr Inaarparatad PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL M 4-05-21 eEV. CE9l Harr •PPRWK cow SCALE 3 8"=1'—O' DATE 03-26-21 DRAWN MICHAEL M FILE NO. M-335 NOTES: CHECKED I MCT I PLOT 1 32 1. WALL THICKNESS = 4" WALL PANEL 2. RECESS B-2 INSERTS 1/2", GROUT CLOSED AT FINAL ASSEMBLY. MARK W9 3. EXCEPT R301, R302 & R303, REINFORCING BARS TO BE PLACED DWG NO. SHEET REV. IN PAIRS ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER 16 4. R301 AND R302 TO BE PLACED THROUGH B-2 INSERT M—1 6 1 5. ALL OTHER BARS TO BE CENTED IN L 36 EMBEDDED MATERIALS ITEM OTY AS-2 2 PS-2 4 PS-10 2 R320 8 4x4 E-BOX BACK TO BACK R3x56 4 ROUND MUD RING UP R3x123 4 OPEN FACE DOWN 3" DIA BO 1 10'-8" 1-1/2" DIA BID 1 R3z56 10'-7" 44 E-BOX 6 ROUND MUD RING 1 91,-6"<PS-2> RECT MUD RING 2 o C) N N 7 M ® 8'-4"<E-BOX> 4x4 E-BOX BACK TO BACK N RECT. MUD RING UP OPEN FACE DOWN w 0 0 4x4 E-BOX BACK TO BACK = RECT. MUD RING UP o OPEN FACE DOWN o M M M 0 N N 00 ONE LAYER MESH x 1 i 4x4xW6.7xW6.7, CNTRD 3'-7"<E-BOX> CU.FT. CONC, S0. FT. W.W.F. 3'-4"<E-BOX> 17.8 0.66 54 — I APPROXIMATE WEIGHT I I 0 2'-4"<i 1/2"DIA BO> 2,670 O 2'-0 1/2"<3"DIA BO> NAt L o Of s"<PS-2> SS�O FiyC Q, ?� 0' R3z56 0 10526 - I I O O O I O O r O v H� m A May 20, 2021 M < N N V V CAT I I ih V n Precast Prod!nts p 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 v 901 N.Highway 77 Hillsboro,Tx 76645 362 Waverly Road Williamstown,WV 26187 I vsaecr nine N MONTROSE with SCREEN BUILDING NUMBER M-335 NOTICE The information contained herein is proprietary and the exdusive property of CXT Incorporated. The B L 0 C K 0 U TS EMBEDS bfonnatian may anly be used by The original recipient far the purpose Intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information,CXT Incorporated grants no warranty,express or implied,including a wamanty of CITY APPROVED PLANS merchantabi ty or of fitness for a particular purpose. CXT Inompamtad Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL Y 4-05-21 ML SCALE 3 8=1—0 DATE iresovK 03-26-21 DRAWN MICHAEL M FILE NO. I M-335 CHECKED I MCT I PLOT 1 32 NOTES: WALL PANEL 1. WALL THICKNESS = 4" MARK W10 2. EXCEPT R303, REINFORCING BARS TO BE PLACED IN PAIRS ONE DWG NO. SHEET REV. EACH FACE OF PANEL W/ 3/4" MIN. COVER 17 3. ALL OTHER BARS TO BE CENTERED IN PANEL. M-17 1 36 EMBEDDED MATERIALS ITEM CITY AS-2 2 PS-2 4 PS-10 2 R320 8 4x4 E-BOX BACK TO BACK R3X56 4 ROUND MUD RING UP R3x123 4 OPEN FACE DOWN 3" DIA BO 1 10'-8" 1-1/2" DIA BID 1 R3z56 10'-7" 44 E-BOX 6 ROUND MUD RING 1 — 9'-6"<PS-2> RECT MUD RING 2 0 0 N N r7 M ® 8'-4"<E-BOX> N N Z Z 4x4 E-BOX BACK TO BACK w RECT. MUD RING UP o 0 OPEN FACE DOWN o 0 M O M M 4x4 E-BOX BACK TO BACK v N N N RECT. MUD RING UP ONE LAYER MESH OPEN FACE DOWN o i 4x4xW6.7xW6.7, CNTRD 3'-7"<E-BOX> O CU.FT. CONC, S0. FT. W.W.F. __ ___ 3'-4"<E-BOX> 17.8 0.66 54 — I APPROXIMATE WEIGHT II 0 II 2'-4"<i 1/2"DIA BO> 2,670 O t 2'-0 1/2"<3"DIA BO> �- J o o SS�ONAt FiyC Of — 9"�S-2> Oe R3z56 0" 10526 O O O I O O r O V H� 10 m I May 20, 2021 a v v r CATN � M CO � I I ih V Precast Prod!nts 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 0 901 N.Highway 77 Hillsboro,TX 76645 V 362 Waverly Road Williamstown,WV 26187 vsaecr nine N MONTROSE with SCREEN BUILDING NUMBER M-335 EMBEDS Rance BLOCK O U T S The exchis t an P rty o herein is proprietary and the adusive property of CXT Incorporated. The information may only be used by the original recplenl far the purpose Intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this Information,CXT Incorporated grants no warranty,egress or Implied,including a wamanty of merchantabbty or of fitness for a particular purpose. CXT Inompomtad CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE 1 UPDATED FOUNDATION NOTES MICHAEL u 4-05-21 FOR ALL INSPECTIONS SCALE 38=1-0 DATE 103-26-21 DRAWN MICHAEL M FILE NO. M-335 CHECKED I MCT I PLOT 1 32 WALL PANEL NOTES: MARK W11 1. WALL THICKNESS = 4" 2. EXCEPT R303, REINFORCING BARS TO BE PLACED IN PAIRS DWG N0. SHEET REV. ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER M-18 18 1 3. ALL OTHER BARS TO BE CENT IN PANEL. 36 EMBEDDED MATERIALS ITEM QTY AS-2 6 PS-2 10 PS-19 4 FL-648 4 1s-0 1A I16" 13'0 11116" R411 4 R303 4 R327 2 R3x92 8 a_j 1/4 N N 6_7 1/4„ R3x98 4 In 11'-2" R316 1 6',10 o R3 a 6 io" R3x180 4 • efl 16 N W N R3x200 2 ® I t 3-A n a 3'-1" R320 4 2,4 47 N 2_4, 9'-6"<PS-19> 40 1/8" x 82 1/4" BO 2 C R321 ONE LAYER MESH aOUND MUD RING 2 R322 Cl) 4x4 J-BOX 3 ® CI- �A >> 4x4xW6.7xW6.7, CENTERD� �k — — —� 8'-0"<LIGHT DETAIL><J—BOX> BLOCKOUT 3 1/2" DIA 2 HOSE BIB B.O. 1 R3x180 �°11 7'-3"<PS-2> R3x180 6'-10 1/4" x Z 0 3 N IP —�I rf —7 N 0 0 (D II II ONE LAYER MESH II X z II II �4x4xW6.7xW6.7, CENTERD II a II II II II 5'—Q"<SI-2 MOLD> CU. FT. CONC. SQ. FT. W.W.F. o II II II II 65.7 2.44 200 II II II II N APPROXIMATE WEIGHT 9,855 M 0 2'-11"<BO 3 1/2" DIA> SS�ONAL FN 00 M 2'-5 1/2"<BO 3 1/2" DIA> ��� GISTERFOY�'�ij,� a N ❑R303 10526 ,-I 1'-0"<HOSE BIB B.O.> TYP 9"<PS-2> ' R3x200 0" r 1 NCO �I 4 Or Q X Q 0) /� J H N O (� (��T-I I O Q N N O O O N N Q O I May 2V, 2VG1 N Q Y W I (n N m m (n to Ld O N V O O Q V DD \ V \ V V a O O e V CO V O m i O i N 17 n0 M NT Ot M DO caim CAT N \ OA V ® ® A \ 00 M T M 00 Precast Products N ih "2 N N x 6707 E.Flamingo Ave.Bldg 300.Nampo,ID 83687 00 1 I 00 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 O O O sao.ecr nnc 01 U, MONTROSE with SCREEN o N (a BUILDING NUMBER M-335 1 N N NOTICE N The Information operty o herein Is proprietary and the eation m properly of CXT the original r The Information thelien may only be used by the orlon distribution red for the purpose intended. Reproduction a te of this tenconsent Information Is a CXT In or orrted without dithe orlon f this consent of CC incorporated By Blowing on of this Tess or tion, CXT Inluding tad grants no warranty,express ar implied,including o wamonly of marchantab7ily or of fitness for a particular purpox FORM FACE 4" SO J—BOX X 1 1/2" DEEP CXT Inoorpamt.e W/ 4" SQ ROUND MUD RING FACE DOWN IN FORM CITY APPROVED PLANS O Reviewed for Code Compliance 1 UPDATED FOUNDATION NOtES MICHAEL M 4-05-21 FACE DOWN IN FORM 0 PLACE MUD RING Q PLANS MUST BE ON JOB SITE O SCALE 3 8=1-0 DATE 1 03-26-21 FOR ALL INSPECTIONS DRAWN AgQIAEL M FlLE NO. M-335 CHECKED MCT PLOT 32 NOTES: WALL PANEL 1. WALL THICKNESS = 4" MARK W12 LIGHT DETAIL 2. EXCEPT R303, R411, R327 & R316, REINFORCING BARS TO BE PLACED IN PAIRS DWG NO. SHEET REV. ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER M-19 19 1 36 EMBEDDED MATERIALS ITEM ON PS-2 3 F-63 2 R301 2 R302 2 SI-2 MOLD 1 R320 12 R3x69 8 RUN 4 PS-24 2 B-2 2 RECESS 1/2" RECESS 1/2" — 6'-0" R320 R3x93 R320 BARNWOOD I�-- �� pry 5'-3"<PS-2> TEXTURE II �� 4'-6"<F-63 NEAR SIDE> II 4'-4"<SI-2 MOLD> I II II I Of o � II I X CU.FT. CONC. SO. FT. W.W.F. 3'-6"<F-63 NEAR SIDE> _ Uj 15.6 .58 46 M 0) 1 1 1 rn rn SMOOTH O O APPROXIMATE WEIGHT M rM M r0 TEXTURE 2,340 Of Of Of Of ..i z Of O Q ONE LAYER MESH I m SS�OI QD NAL 10 10 4x4xW6.7xW6.7, CNTRD o An O�� GISTERFO�'�iji� Of of Of R3x93 9"<PS-2> Q1170 4" — 4" a, 10526 ON p N N N N w w � I I 1 a0 U) (n to v v a a a 17 N m z I I May 20, 2021 0 N Precast Prod!l-ts j 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 i� 901 N.Highway 77 Hillsboro,Tx 76645 362 Waverly Road Williamstown,WV 26187 wHucr� MONTROSE with SCREEN BUILDING NUMBER M-335 The Information conta�ne herein Is proprietary and the exclusiw property of CXT Incorporated. The information may only be used by the original recipient for the purpose Intended Reproduction or distribution of this Information Is nstrictly prohibited without the CITY APPROVED PLANS prior written a sent of CXT Incorporated. By w allowing of this information, CXT Incorporated grants n warranty, express o Reviewed for Code Compliance implied,including a warranty of merchantability or of fitness for a particular purpose. PLANS MUST BE ON JOB SITE CXT Incorporated FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES YICHAEL Y 4-05-21 ML SCALE 3 8=1-0 DATE wrsovK 03-26-21 DRAWN MICHAEL Y FILE NO. M-335 NOTES: CHECKED MCT I PLOT 1 32 1. WALL THICKNESS = 4" WALL PANEL 2. RECESS B-2 INSERTS 1/2", GROUT CLOSED AT FINAL ASSEMBLY. MARK W13 3. EXCEPT R301, R302 & R303, REINFORCING BARS TO BE PLACED DWG NO. SHEET REV. IN PAIRS ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER 20 4. R301 AND R302 TO BE PLACED THROUGH B-2 INSERT M-20 1 5. R303 TO BE CENTED IN PANEL 36 EMBEDDED MATERIALS ITEM ON PS-2 3 F-63 2 R301 2 R302 2 SI-2 MOLD 1 R320 12 R3x69 8 RUN 4 PS-24 2 B-2 2 RECESS 1/2" 6'-0" — R320 R3x93 R320 5'-3"<PS-2> BARNWOOD '2 �� �� o^ II TEXTURE I 4'-6"<F-63 NEAR SIDE> O> I 'J 4'-4"<SI-2 MOLD> II II La 0 II II o x IY II II CU.FT. CONC. SO. FT. W.W.F. = 3'-6"ff-63 NEAR SIDE> L A —— 15.6 .58 46 APPROXIMATE WEIGHT 3 SMOOTH FINISH M M rM rM 2,340 Of W 0_ o m o SS�O � o o ONE LAYER MESH o o NAL ^ Of 4X4xW6.7XW6.7, CNTRD GISTERFOv�2� 9"<PS-2> R3x93 Q o,r — 10526 "I A A A A N N N N 2 NO 7 1n m m I to I 00 d O N don < O_ p Q V I LLI z m 10 May 20, 2021 o 0 N Precast Prod!l-ts j 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 ^ 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 vsaEcr� MONTROSE with SCREEN BUILDING NUMBER M-335 The Information conta�ne herein Is proprietary and the excluaiw property of C%T Incorporated. The information may only be used by the original recipient for the purpose CITY APPROVED PLANS Intended. Reproduction strictly or distribution of this Information is strictly prohibited without the prior written consent of C%T Incorporated. By Reviewed or Code Compliance allowing use on of this information. C%T f /� Incorporated grants no warrarty, express o Implied,including a warranty of merchantability PLANS MUST BE ON JOB SITE or of fitness for particular purpose. CXT Incorporated FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL M 4-05-21 ML SCALE 3 8=1—0 DATE wraovK 03-26-21 DRAWN MICHAEL M FILE NO. M-335 NOTES: CHECKED I MCT I PLOT 1 32 1. WALL THICKNESS = 4" WALL PANEL 2. RECESS B-2 INSERTS 1/2", GROUT CLOSED AT FINAL ASSEMBLY. MARK W14 3. EXCEPT R301, R302 & R303, REINFORCING BARS TO BE PLACED DWG NO. SHEET REV. IN PAIRS ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER 21 4. R301 AND R302 TO BE PLACED THROUGH B-2 INSERT M-21 1 5. R303 TO BE CENTED IN PANEL 31 EMBEDDED MATERIALS ITEM QTY SEE FLOOR DRAIN DETAIL AS-1 4 5 (TYP. 2 PLCS.) AS-3 4 f -F PS-19 22 2 Ell] R3x172 E] 9'-9 1/2"<PS-19> R303 6 R3x1 7 2 L� MESH 4x4xW6.7xW6.7 R3x42 20 LAYERS A PS-3 2 9'-O"<PS-19><8"O B.C.> 1. CLEAR TOP 1/2" CLEAR BTM 8'-7 3/4"<AS-3> R3x63 2 R3x72 4 3X17 R303 7'-6"<PS-19> R3x1 16 2 CIL R3x172 8 77< 77c -x 0 RV 12 8 (a ck� Ix- (If Of Ln Of Of Off Of x RM54960 F.D. 2 �x R3x72 R x BLOCKOUT 8" DIA 1 II d /3x42 R3x42 Of 1 0 BLOCKOUT 4'-0" x 1'-6" 1 II .......................................................... .......................................................... c" c1l cq c"I 5'-0"<PS-19xRM5496O F.D.> PT CHUCK 2 II x — '* .......................................................... x Ft <BLOCKOUT 4'-0" x l'-6"> x 0 n to II Of W ........................................................*.*.*.*.*.' x 1 PVC SCH40 x 9'-7" 2 o II 0 0 0 0 .................. ................................................. ....................................................... :2 (n R3x42 R3x42 in M 1 3'-11 1,2"<PS-3> 0 R3x72 'a x jj x C) of F-1 Er of 2'-6"<PS-19> I' 2'-1"<AS-3> 101 1'-O"<PS-19> CU.FT. CONC. SQ. FT. W.W.F. 105.2 (3.90) 510 11 fffl R3x172 1-7-1 R3072 r—.-1 VA? r-.--1 J-_— 2 1/2"<PS-19> APPROXIMATE WEIGHT 0. 15,780 A A A A A A-C, SS�ONAt a, a, 1) a, 6; 0) 10 > �? 0 — 0) (zi �? �? 03 (a I I > I- - I I T Cn 0 CL I I I I CL .1 C111 -I L2 I I I LI: s\STE') (n <CL co L/) (n (n LO 0 a- < 0 U) C14CL D._ F- V :5 CL CL 0 OL F- OL D._ v CVL 0 OL CL x Y ;v Q� 0'04 - 0) y Y 0) y 'C'4 0 Y y 04 1 C-4 -t Do N 'C14 -t -b C) -04 10 0 10 I I ur) I "' v LO I I T "Lo I c' -co a' C14 04(7, c1l ro �? 0� 1 1 10526 I C14 7 1 1 10 'a -t -Lr) un C-4 04 DO C' �2 May 20, 2021 9MCAT Precast Products 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 —Tr- MONTROSE with SCREEN BLOCKOUT 10-1/2" DIA x 1-3/4" DP BUILDING NUMBER M-335 NOTICE The Information contained herein is proprietary and the exclus`v property of CXT Incorporated. Th. A A CITY APPROVED PLANS Inform.flon may only be used by the original reolplent far the purpose intended. Rep uction or distribution of this inforruation Is Wictly prohibited without the ..........z" Reviewed for Code Compliance prior written consent of CXT Incorporated. By all ............. use of this Information,CXT Incorporated grants no warranty, v—or Implied,including a warranty of Lo merchantability or of fitness far a particular purpose. PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS CXT Incorporated RM54960 FLOOR DRAIN o ..................... FORM FACE- (FLANGE SIDE DOWN) 03 ORIENT THREADEDRm 1 UPDATED FOUNDATION NOTES MICHAE-M 04-05-21 SECTION A-A 0 HOLES AS SHOWN w 0 SCALE 281W�11"!NATE... 1 �Of3-26-21 w I DRAWN FILE _33 5 NOTES: CHECKED MCr I PLOT 1 32 V) 1. FLOOR THICKNESS = 5- SLOPE 1/2- TO FLOOR DRAIN BLOCKOUT AS FLOOR SLAB INDICATED BY ARROWS. MARK F1 2. EXCEPT R303, R3x63, R3x116 & R4112, REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL WITH 1 1/4" MIN. COVER "NO- SHEET REV. RM54960 FLOOR DRAIN BLOCKOUT DETAIL 3. R4112 TO BE PLACED IN BOTTOM OF PANEL WITH 1 1/4" COVER M-22 22 4. ALL OTHER BARS TO BE CENTERED IN PAM A!. 36 F- C3 111c; %j I EMBEDDED MATERIALS ITEM QTY SEE FLOOR DRAIN DETAIL PS-19 25 (TYP. 2 PLCS.) AS-3 4 11'-0" 1 AS-5 4 10'-9 1/2"<PS-19> PS-23 4 R3x1 72 R3x172 R3x172 4 10'-O"<PS-19> R3x128 2 9'-6"<AS-3> I 2 LAYERS MESH y z R4128 8 4x4xW6.7xW6.7 9'-5"<PS-19> R3x42 oj CLEAR TOP R3x42 R303 11 1 1/2" CLEAR BTM 0 RM54960 F.D. 2 ......... ... 8'-2"<RM54960 F.D.><B.O. 8" DIA> ............ .......... BLOCKOUT 8" DIA 2 3: V. R3x42 R3x42 0 0 1" PVC SCH40 x 10'-9" 2 V) R303 N PT CHUCK 2 C, 0 6'-11"<PS-19> x x TYP. F-63 4 x cli 00 0 y 0 00� a R3x42 16 U, 6'-4"<PS-19> 5-6 1/2"<PS-19> 5'-4" C30 4'-10"<F-63> C30 00 Ln x J J x 0 0 3'-10"<F-63> C30 0w < Ln DO 0 a 0 U- 3'-O"<,AS-3> z00 00 00 00 00 00 00 Ckf0 0 ML'i M Ld C4 C"4 U-1 0 1 x x x x x x x x of 0 1�t 1�t 14, ,1- 10- V) Q� Ir a,- a:: � Of Qf x V) T >- >- CU.FT. CONC, SQ. FT. W.W.F. 118 572 A-1 APPROXIMATE WEIGHT 11-01<PS-19> 17,700 2 1/2'<PS-19> R3x1 72 1 1 1 1 1 1 2'<PS-23 .1.4. .0 .. N. ...i. R3x172 4W ii MiN I . % NAL 0 FNc SISTE -11-4 A AA A A A A A A A AA A A A A Oo A L0 ro n Ci n 01 < n 'in n 10 A C:' 1 04 to L2 elf C11 LL:to cli I I T V) I I I fn I I I U) C) V) In < (n U-,=) W, U) Cf) V) c V) V) CIL, U) < > V) U)10 10526 a- a_ CIL CL oc) CL oc) CL CIL a- CL CL C14 y v y -v -v d -v OV Zo�' OV y y y y y mr, F- a- 'n 00 C14 -b -q- C14 'C'4 cq y d - Moo 7 r- M -OD (M �2 00 In C"I ct loo C-4 a,C-4 M c"I oo -.4- ur) cq U� A May 20, 2021 9MCAT Precast Products 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 —Tr- BLOCKOUT 10-1/2" DIA x 1-3/4- DP MONTROSE with SCREEN BUILDING NUMBER M-335 NOTICE A A The Information contained her in Is proprietary and the exclushe property of CXT Incorporated' The Information may only be used by the original mo t for the purpose intended. Reproduction a distribution of this Information Is Wictly prohibited without the ;tic CITY APPROVED PLANS By allowing prior written consent of CXT Incorporated. LO use of this Information,CXT Incorporated grant.no .7 ty, v—or Implied,including.warranty of Reviewed Code Compliance .................W.................... merchantability or of fitness far a particular purp�.............. CXT Incoro—ted \ RM54960 FLOOR DRAIN PLANS MUST BE ON JOB SITE FORM FACE (FLANGE SIDE DOWN) z z FOR ALL INSPECTIONS M ORIENT THREADEDR SECTION A—A L� M 1 UPDATED FOUNDATION NOTES MICHAEL M 04-05-21 0 HOLES AS SHOWN U-1 1 SCALE 13/8-=V-0-1 DATE 0-3-26-21 0 U-1 FR14 L MICHAEL M FILE NO.-4—.-335 V) CHECKED I MCr I PLOT 1 32 NOTES: FLOOR SLAB 1. FLOOR THICKNESS = 5" MARK F2 RM54960 FLOOR DRAIN BLOCKOUT DETAIL 2. EXCEPT R3x1 72, R3x1 28 & R41 28, REINFORCING BARS TO BE PLACED DWG NO. j SHEET REV. M-23 3 IN PAIRS ONE EACH FACE OF PANEL WITH 1 1/4" MIN. COVER 23 3. R4 H128 TO BE PLACED IN BOTTOM OF PAN TH 1 1/4,, COVEi�) � EMBEDDED MATERIALS ITEM CITY PS-19 11 FL-847 4 FL-648 4 R411 4 w R303 11 A � A R3x134 4 04 I"00 U) Ld 0 ^ R3z175 2 A a) A o 0) 00 A R3z176 2 A m I O 3 i v R320 4 o N a N PS-2 2 L i CO `O 0, 0 R4x18 16 z 1/4" �"' N °' PT CHUCK 1 1" PVC SCHD40 x11'-3" 1 0" _ BLOCKOUT 5"DIA 1 8 R3x134 TEX. BLOCKOUT 12" SO 1 R4�7 Il o N M O' O 2'-2"<PT PVC> 2'-8 1/2"<FL847> R4x18 TYP 4'-2 3/4'<PS-19> R303 CU. FT. CONC. S0. FT. W.W.F. R�11 TYP BARNWOOD TEXTURE 66.1 2.45 344 8 APPROXIMATE WEIGHT w N 5'-5 1/2"<FL648> 9,912 z X w SS�ONAL FNG N = ie V) V) Q�tf�' GISTERF� o a a o 10526 W N � v rvi 8'-8 3/4"<PS-19> th e a 9'-6 , 2"<FL648> May 20, 2021 TWO LAYERS MESH 1'-- 4x4xW6.7xW6.7 � 1 1/4' CLEAR FORM FACE 3/4' CLEAR NEAR FACE eim 12'-31/2"<FL847> Precast Products 12'-7 1/2"<PS-19> r__ 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 13'-2 3 4"<PS-19><50 BO>" 901 N.Highway 77 Hillsboro,TX 76645 / — I I 362 Waverly Road Williamstown,WV 26187 rrtoJ:cT nnc L J , 1/$" N MONTROSE with SCREEN Rq1 (BTM) BUILDING NUMBER M-335 L FR3x134 nonce 14'-11 3/8" The Information contained harem Is proprietary and the adusive properly of CXT Incorporated. The 15'-0 1/2" informalion may only be used by the original redpient fo the purpose Intended. Reproductim or distribution 00 of thisr Information Is strictly prohibited without the prior written consent of CXT Incorporated. By allowing CITY APPROVED PLANS on of this information,CXT Incorporated grants no warranty,a,p—or implied,Inducting a—ty of Reviewed for Code Compliance menchantablily a of Otnas for a particular purpose. CXT Ineaparalad PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL M 4-05-21 SCALE 3 8=1—0 DATE�"wµ 03-26-21 NOTES: DRAWN W3CHAEL M FILE NO. M-335 1. ROOF THICKNESS = 4 1/2" MIN + FINISH CHECKED MCT PLOT 32 2. EXCEPT R303, R411, & R3x175 BARS TO BE ROOF SLAB PLACED IN PAIRS, ONE EACH FACE OF PANEL W/ 1 MARK R1-R 1/4" MIN. COVER U.N.O. DWG NO. SHEET REV. 3. R4x18 TO BE PLACED W/ 1" COVER NEAR FACE. 24 4. ALL OTHER BARS TO BE CENTERED IN PANEL. M-24 1 36 EMBEDDED MATERIALS ITEM OTY PS-19 11 FL-847 4 FL-648 4 R411 4 U-1 R303 11 W R3x1 34 4 A A A x 04 A R3x1 75 2 I" 0 r- 0 A 97 R3x176 2 0)05 A A 00 0) 0 0) 0, L� v A R320 4 �? < P T Q'7 CO .7 V) R4x18 16 '0)'D 0 "D .1 .1 1 .1 (M'a) r- u) 04 In lb PT CHUCK 1 1 2 1/4" 1"PVC SCHD40 x11'-3" 1 0. R3x134 7 1/2'<FL648> Ts 2—2"<PT PVC> —15 Qz 2'-8 1/2"<FL847> R4x18 TYP 4'-2 3/4"<PS-19> —D CU. FT. CONIC. SQ. FT. W.W.F. BARNWOOD TEXTURE TYP 67 344 APPROXIMATE WEIGHT 5'-5 1/2"<FL648> LO ie w 10,162 Of z U- x 3: U-1 NAL FNc CID u') U-1 1-- U-1 x x x n V) In Of of of U) 0 (If 0 < Ld 10526 8'-8 3/4"<PS-19> k C'j C) 9'-6 1/2 1.<FL648> ie A— May 20, 2021 TWO LAYERS MESH 111IFF—.11111111111—!IIIIIIIIII 4x4xW6.7xW6.7 1 1/4: CLEAR FORM FACE 3/4 CLEAR NEAR FACE 9M IF-TE 12'-3 1/2-<FL847> Precast Products 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 3 13'—2 3/4"<PS-19> 362 Waverly Road Williamstown,WV 26187 C4 o MONTROSE with SCREEN 14'—4 1/2"<FL648> BUILDING NUMBER M-335 R3x1 34 NOTICE 14'-11 3/8" The Information contained herein is proprietary and the exclusive property sea Incorporated. Th. 15'-0 1/2' infonnation may only be used by the origind redpient far the purpose intended. Reproduction or distribution 00 of this information is irthictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this Infannation.CXT Incorporated warranty no waronly, :9�.or mplied.Including of merahontablIty a of fitness for a particular purpose. CITY APPROVED PLANS CXT lncapaat ed Reviewed for Code Compliance — PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATED FOUNDAMON NOTES MICHAEL M 04-05-21 ML I SCALE 3/8*=1'—O*l DATE 03-26-21 NOTES: DRAWN I W01AEL M FILE NO. 1 M-335 1. ROOF THICKNESS = 4 1/2" MIN + FINISH CHECKED I MCT I PLOT 1 32 2. EXCEPT R303, R411, & R3x175 BARS TO BE ROOF SLAB PLACED IN PAIRS, ONE EACH FACE OF PANEL W/ 1 MARK RI-L 1/4" MIN. COVER U.N.O. DWG NO. SHEET/ REV. 3. R418 TO BE PLACED W/ 1" COVER NEAR FACE. 25 4. ALL OTHER BARS TO BE CENTERED IN PANEL. M-25 /36 Mn% on, link A r c 4 F- C3 U 11c; "t kd 0 1 EMBEDDED MATERIALS ITEM CITY PS-2 2 PS-19 10 R303 4 R320 8 w R3x82 4 R3x175 4 A N 0) I � j A(j R4x81 4 v o 97 R4z176 4 m A 3 r- 01 FL847 4 i i i Q J N FL648 4 00 N n N vv v M v®v Cn R411 4 N 1-in 130 I�ir1 p d ' ' ' ' ' ' ' ' y= 2 1/4" PT CHUCK 1 I� it)ir) d' i-)O PVC SCHD40 x 6'-11" 1 o" BLOCKOUT 5" DIA. 1 8 TEX BLOCKOUT 12" SQ. 1 F13x82 7 1/2"<FL648>R471 — 2'-2"<PT PVC> O R4x81 2'-8 1/2"<FL847> R4x81 4'-2 3/4"<PS-19> CU.F CONC. SO. FT. W.W.F. 42.1 (1.56R411 215 BARNWOOD TEXTURE 5-5 8 APPROXIMATE WEIGHT Zof6,315 x g�ONAt FN Qo�S�1a1STERF�Gjy�� fn o a Q, w 10526 00 R481 8'-8 3/4"<P5-19> M d) ; R481 — 9'-6 1/2"<FL648> 8r Q o May 20, 2021 TWO LAYERS MESH 4x4xW6.7xW6.7 1 1/4' CLEAR FORM FACE Df 7 M 3/4' CLEAR NEAR FACE O R4x81 12'-31/2"<FL847> Precast Products R481 12'-7 1/2"<PS-19> —7 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 IiI \ 13'-2 3/4"<PS-19><B.O. 5" DIA> lsboro,TX 76645 3621 N.WaverlyhRo d7Wiillialmstown,WV 26187 L3.82 )_J I peoa:awwe BTM MONTROSE with SCREEN 14'-4 1/2"<FL648> BUILDING NUMBER M-335 NOTICE 14'-11 3/8" The information contained herein is proprietary and 15'-0 1/2" the exclusive property of CXT Incorporated. The Information may only be used by the orlgtnal reciplent for the purpose intended. Reproduction a distribution \ of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing CITY APPROVED PLANS panty, orr this lmwiea CXT� '9°a°'wa�ty of merchantability or of fitness for a particular purpose. Reviewed for Code Compliance CXT Incorporated PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL M 4-05-21 sev. orsrnrna rpvaovri oxir SCALE 3 8"=V-0' DATE 03-26-21 DRAWN MCHAEL M FILE NO. M-335 CHECKED MCT PLOT 1 32 NOTES: ROOF SLAB 1. ROOF THICKNESS = 4 1/2" MIN + FINISH 2. EXCEPT R303, R411, R4176 & R481 BARS TO BE PLACED IN PAIRS, ONE MARK R2-R EACH FACE OF PANEL W/ 1 1/4" MIN. COVER U.N.O. DWG NO. SHEET REV. 3. R4x81 & R4176 TO BE PLACED W/ 1" COVER NEAR FACE. 26 4. ALL OTHER BARS TO BE CENTERED IN PANEL. M-26 1 36 EMBEDDED MATERIALS ITEM OTY PS-2 2 PS-19 10 R303 4 Of R320 8 N cn w N R3x82 4 a N o a R3x175 4 A o A A A A R4x81 4 3 I R4z176 4 A � 1 1 i Cn v v m v v FL847 4 a b l oo Lo^ N FL648 4 11 o"' 4 in U) r- R411 4 o" 1 PT CHUCK 1 PVC SCHD40 x 6'-11" 1 e 7 1/2"<FL648> R411 R3x82 o N 0 2'-2"<PT PVC> 2'-8 1/2"<FL847> R4x81 R4x81 4'-2 3/4"<PS-19> R¢11 TWO LAYERS MESH CU.FT. CONC. S0. FT. W.W.F. w e N 5-5 1/2"<FL648> 4x4xW6.7xW6.7 Of z CLEAR FORM 3/4'4 CLEAR NEAR FACE FACE 42.1 APPROXIMATE WEIGHT 15 x W �Vj 6,315 Y O < ct N BARNWOOD TEXTURE SS\O� UQ��� GISTERF� N 4 M 8'-8 3/4"<PS-19> R4x81 10526 h—I II j R¢11 R4x81 ti 0 o r Q Z U N� May 20, 2021 X X X X X X X r7 r7 d' d' d' d' M CAT 12'-3 1/2"<FL847> R481 12'-7 1/2"<PS-19> R4x81 9M 13'-2 3/4"<PS-19> Precast Products 0 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 N 901 N.Highway 77 Hillsboro,TX 76645 M 362 Waverly Road Williamstown,WV 26187 14'-4 1/2 11<FL648> —T 1- R3x8 MONTROSE with SCREEN 14'-11 3/8" BUILDING NUMBER M-335 15'-0 1/2" f NOTICE oo The exclusiw contained herein is proprietary one the etioaive property of CXT Incorporated. The Information may only be used by the orla distribution uNnt for the purpose intended. Reproduction or ithoutte of this iten consent n is s XT In prohibited By all the prier written consent of CXT Incorporated. By allowing use CITY APPROVED PLANS of this orrlmwba CXT�a'e°a°'wa�ty of merchanlablNy or of fitness far a particular purpose. Reviewed for Code Compliance CXT In—p—tee PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL M 4-05-21 asv. ossrnrnox rsraovri Dols SCALE 3 8"=1'-0' DATE 03-26-21 DRAWN MCHAEL M FILE NO. M-335 CHECKED MCT PLOT 1 32 NOTES: ROOF SLAB 1. ROOF THICKNESS = 4 1/2" MIN + FINISH MARK R2-L 2. EXCEPT R303, R411, R4076 & R481 BARS TO BE PLACED IN PAIRS, ONE EACH FACE OF PANEL W/ 1 1/4" MIN. COVER U.N.O. DWG No. REV. 27 3. R4x81 & R4x176 TO BE PLACED W/ 1" COVER NEAR FACE. M-27 27 1 4. ALL OTHER BARS TO BE CENTERED IN PANEL. 36 EMBEDDED MATERIALS ITEM CITY PS-2 1 PS-20 2 B-18 2 R3x66 4 6'-1 1/2" ao i 3^ ,. ,_ 1'_0°c° 1'-2 1/4" m PS-20 CU. FT. CONIC. SQ. FT. W.W.F. 7.7 0.28 31 APPROXIMATE WEIGHT 1,155 0 sNAt�Nc � GISTERF� a � PS-20 10526 ONE LAYER MESH cr)j 4x4zW6.7zW6.7,CENTERED 6" r/ N May 20, 2021 ime)w Precast Products 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 MMEm mnc MONTROSE with SCREEN BUILDING NUMBER M-335 NOTICE The Information contabed hereon is proprietary and the exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose Intended. Reproduction or distribution of this Information Is strictly prohLRed without the prior Witten consent of CXT Incorporated. By allowing on of this information,CXT Incorporated grants no CITY APPROVED PLANS warranty.express or implied,including a warranty of merchantability or of fitness for a partimlor purpose. Reviewed for Code Compliance CU Imaarp«areal PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL M 4-05-21 SCALE 3 B=1—0 DATE asrnavwt 03-26-21 NOTES: DRAWN MICHAEL M FILE NO. M-335 1. WALL THICKNESS = 3" CHECKED MCT PLOT 32 2. RECESS B-18 INSERTS 1/2", GROUT CLOSED AT FINAL ASSEMBLY. INTERIOR PARTITIONS 3. REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4" MARK P1 - 2 REQUIRED MIN. COVER DWG NO. SHEET REV. 4. CUP STONE ALL EDGES. M-28 28 1 36 NOTE: THIS FACTORY ASSEMBLED BUILDING, AS CONSTRUCTED, PROVIDES A RIGID BOX TYPE STRUCTURAL SYSTEM. VERTICAL LOADS ARE TRANSFERRED PRIMARILY THROUGH BEARING WALLS TO THE STRUCTURAL SLAB FLOOR OF THE BUILDING. THE VERTICAL LOADS ARE THEN DISTRIBUTED THROUGH THE REINFORCED CONCRETE FLOOR TO THE PREPARED GRANULAR, NON—FROST SUSCEPTIBLE (NFS) SUB—BASE WHICH DISTRIBUTES THE VERTICAL LOADS IN RELATIVELY UNIFORM FASHION TO THE NATIVE SUB—GRADE. AS WITH MOST CONSTRUCTION, THIS DOES REQUIRE THE NATIVE SUB—GRADE TO BE STRIPPED OF VEGETATION AND TOP SOIL PRIOR TO PLACEMENT OF THE PREPARED GRANULAR SUB—BASE. DUE TO THE INHERENT STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDING REGARDLESS OF NATURAL FREEZE/ THAW CYCLES ANTICIPATED TO BE ENCOUNTERED IN THE STATE OF IDAHO. LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FRICTIONAL RESISTANCE WITHOUT SLIDING OR SHIFTING BETWEEN THE BUILDING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB—BASE ON WHICH THE BUILDING RESTS. SEISMIC ANALYSES ARE BASED ON LOADS DETERMINED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE USING PARAMETERS, WHICH MEET OR EXCEED THE CODE PRESCRIBED REQUIREMENTS FOR THIS INSTALLATION. THIS BUILDING AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB—BASE WILL BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL AND LATERAL LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER AND AN ANCHORAGE SYSTEM, TYPICAL FOR OTHER TYPES OF BUILDING CONSTRUCTION, ARE NOT REQUIRED FOR THIS BUILDING. THE 'FOUNDATION" FOR THIS STRUCTURE IS ESSENTIALLY THE COMBINATION OF THE COMPACTED SUB—BASE MATERIAL AND THE BUILDING'S REINFORCED SLAB. THE COMBINATION OF THE COMPACTED SUB—BASE MATERIAL AND THE BUILDING'S REINFORCED SLAB NEED TO BE AT LEAST 12" THICK AND THE COMPACTED SUB—BASE MATERIAL SHALL EXTEND BELOW THE LOCAL FROST DEPTH SS�oNAt FNc QO�� GISTERF� a � 10526 VERIFY 24" FROST DEPTH MIN. ON SITE. May 20, 2021 2—0 FILL SO THAT FINISHED GRADE SUB BASE THICKNESS VARIES, 6" HEIGHT (PERIMETER SIDEWALK OR TYPICAL RM MINIMUM EXTEND TO FROST DEPTH EARTH) IS EQUAL TO FLOOR SLAB Precast Produ t HEIGHT 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 rnaccr nnc A .' ' a A MONTROSE with SCREEN d: BUILDING NUMBER M-335 NMINOTICE The Information contained herein is proprietary and the exclusive property of CXT Incorporated. The Information may any be used by the original reclpienl for the purpose Intended. Reproduction a distribution of this information is strictly prohibited without the PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB—BASE SHALL BE PRO7MATERIAL) prior written consent of CXT Incorporated. By allowing use of this Information,CXT Incarpaatad grant.no SHALL BE A MINIMUM OF 6" THICK AND CONSIST OF 3/a" MINUS CRUSHED ROCK (RO NATIVE SUBGRADE CITY APPROVED PLANS wa anty,.xpress a hnplYd,Including a waranty of COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. FIN (1500 PSF BEARING CAPACITY MIN) merchanlablllty a of fitness for a particular purpose. SUB—BASE SHALL BE FLAT AND LEVEL, WITH A MAXIMUM DEVIATION OF —%, +0',FROM A TRUE Reviewed for Code compliance CXr Inae,paatw HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET FOR SUB—BASE REQUIREMENTS DURING PLANS MUST BE ON JOB SITE BUILDING PLACEMENT. (PREPARED SUB—BASE NOT BY CXT). FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL Y 4-05-21 way. asrnnnaN wwxovu own: SCALE 1 4=1—0 DATE 03-26-21 DRAWN MICHAEI.Y FILE NO. M-335 CHECKED I YCT I PLOT 1 48 FOUNDATION DETAIL DWG NO. SHEET REV. M-29 29 1 36 ALL PIPING INDICATED ON $ THIS SHEET IS NOT BY CXT 10'-0' MIN. �J 1 PIPING LEGEND io BELOW FLOOR — 2' TYPE 'K' ——————— BELOW FLOOR 4' WASTE PIPING ANNEALED VENT PIPING SCH 40 ABS 'SOFT' COPPER SCH 40 ABS TYPE DWV WATER SERVICE TYPE DWV BELOW FLOOR PIPING — KEY NOTES SEE 18' x 48' BLOCKOUT DETAIL 1, 4' CLEAN OUT TO GRADE, 2. 2' FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER SYSTEM IF REQUIRED BY AUTH❑RITY HAVING JURISDICTI❑N. (1'-6'x4'0' 'o BL❑CK❑UT) _ o i" CD 5 5 3. 2' VENT PIPES EXTENDED 12' ABOVE FINISHED FLOOR LEVEL, PR❑VIDE TEST PLUG, (1'-6'x4'0' BL❑CK❑UT) 0 4. 4' WASTE PIPE EXTENDED 12' ABOVE FINISHED FLOOR LEVEL, 7 7 PR❑VIDE TEST PLUG. (1'-6'x4'0' BL❑CK❑UT) 171 S. 2' VENT PIPES EXTENDED 12' ABOVE FINISHED FLOOR LEVEL, PROVIDE TEST PLUG, (8' DIA BL❑CKOUT) ni 6. 2' TYPE K ANNEALED 'SOFT' COPPER WATER SERVICE EXTENDED OD 12' ABOVE FINISHED FLOOR LEVEL, PROVIDE CAP AT END. (1'-6'x4'—O' BL❑CK❑UT) 7. 2' FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER SYSTEM IF �QNAL F REQUIRED BY AUTH❑RITY HAVING JURISDICTI❑N. (10'0 BL❑CK❑UT) G,STER 8. 30' MIN. BURY, PR❑VIDE TRACER TAPE. aO Q� 9 REQUIREMENTS TO PROTECT AGAINST 7,-8• FREEZING AND DAMAGE. 10526 W. ELECTRICAL STUB UP, (8' DIA BL❑CK❑UT) d) ~ 1 / 13'-0' H 18'-4• May20, 2021 26'-01 FLOOR DRAIN DETAIL NOTES �.•:.` I FLOOR DRAIN BL❑CK❑UTS & BELOW FLOOR PIPING A. CAST—IN DRAIN HOUSING (10' INSIDE DIM — PROVIDED BY CXT) B. FIELD INSTALLED GROUT, SLOPE TO DRAIN (CXT PR❑VIDED—INSTALLATI❑N NOT BY CXT) Precast Products C. 2' WASTE PIPE — STUB UP 12' ABOVE GRADE (NOT BY CXT) 4i 6707 E.Flamingo Ave.Bldg 300,Nampa,ID s3667 D. TAPPED P—TRAP ADAPTER (NOT BY CXT) o 901 N.Highway 77 Hillsboro,TX 76645 6 E. P—TRAP ASSEMBLY (NOT BY CXT) 362 Waverly Road Williamstown,wv 26187 F. 112' ❑.D. COPPER TRAP PRIMER LINE (NOT BY CXT) MONTROSE with CHASE G. 2' FLOOR DRAIN VENT RISER — STUB UP 12' ABOVE GRADE (NOT BY CXT) BUILDING NUMBER M-335 _ 3 H, TRAP PRIMER MANIF❑LD (PRE—PLUMBED AND INSTALLED BY CXT) ins information cont'W herein Is proprietor I. 112' SHUT OFF VALVE (PRE—PLUMBED AND INSTALLED BY CXT) °• 18' x 48' 7r and the sxduslw Droperty of CX TO FLOOR DRAIN PLUMBING Incorporated. gin information may only be 0 + 3 4 O2 --- 4 O3 --- Y BL❑CK❑UT used by the pro uc on or nt for the purpose this TO FLOOR DRAIN— r Intended Reproduction or distroation of this �° �` I information Is strictly prohibited without the B 10' DIA prior written consent of CXT Incorporated. By ollowtn use of this Information CXT p CITY APPROVED PLANS . .° Reviewed for Code Compliance ° 4' 4' —GRADE — ° •} ' ° PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 10. L 10�—,, z s T❑ MAIN DRAWN MOIrF1 Y FILEPLO NO. M-335 2'_0• 2'_0• CHECKED YCT PLOT 1 64 4'-0' WASTE LINE' FLOOR DRAIN LOCATIONS D & BELOW FLOOR PIPING FLOOR DRAIN DETAIL DWG NO. SHEET REV. 18' x 48' BL❑CK❑UT DETAIL 'A' M-30 30 1 36 o � �(o� � 4 P-1 �P-1 �Jr n �Jr k 00 I 1 1/4" I 1 1/4° 2 1 0 j ® L� 3 4 v l I 1 1/2,. K4 , P-10 P-3 P-4 3 n j 3 2 L 2 1 P-2 P-2 1 1 P-2 �\___,_______-Q P-2 2" 2 P-2 I P-2 WOMEN - MEN WOMEN 3 4 L_ ---- 3 4 MEN WOMEN L MEN P-5 P-5 SS�oNAt FNc �SISTERF �2 PARTIAL PLAN - WASTE PIPE PARTIAL PLAN - VENT PIPE PARTIAL PLAN - WATER PIPE a0 Qe O ch� 1/4"=1'—O" 1/4"=1'-0" 1/4"=1'-0" 10526 ,-I ti WASTE PIPING — KEY NOTES VENT PIPING — KEY NOTES WATER PIPING — KEY NOTES 1. 2" FLOOR DRAIN, FIELD INSTALLED 1. 2" FLOOR DRAIN, FIELD INSTALLED 1. 2" FLOOR DRAIN, FIELD INSTALLED (NOT May 20, 2021 (NOT BY CXT) (NOT BY CXT) BY CXT) 2. 4" WASTE THROUGH FLOOR, FIELD 2. 4" VENT THROUGH ROOF. 2. FIELD INSTALLED 2" WATER SUPPLY WITH INSTALLED (NOT BY CXT) SHUT-OFF VALVE NEAR FLOOR. 3. 2" VENT WITH TEST PLUG. 9M c7z 3. PROVIDE TEST PLUG IN END OF WASTE 3. 3/4" CAPPED CW LINE. CONNECTION Precast Prod!C-Its- PIPE. CONTINUATION OF PIPING IS FIELD 4. FIELD INSTALLED 2" VENT PIPING BETWEEN SIDES IS TO BE FIELD 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 INSTALLED & NOT BY CXT. FROM FLOOR DRAINS. (NOT BY INSTALLED. (NOT BY CXT) 901 N.Highway 77 Hillsboro,TX 76645 CXT) 362 Waverly Road Williamstown,WV 26187 whuar nnc 4. CAPPED 2" WASTE CONNECTION 4. 3/4" HOSE BIBB WITH VACUUM BREAKER MONTROSE with SCREEN BETWEEN UNITS, NOT BY CXT. AND WHEEL HANDLE BUILDING NUMBER M-335 5. WATER PIPING ALONG WALL, SEE The Information con&eff harem Is proprietary DIAGRAM ON M-32. and the excluslve property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended oition of PIPING LEGEND Information Rsproducti strictlyn b prohiitedbuwihout the prior written consent of CXT Incorporated. By XT COLD WATER WASTE PIPE: CITY APPROVED PLANS incorpwingorated d grants this rant,inform express oror Impli crated r nts ar warranty, —-—-—-— Implied,including a warranty of merchantability ABS, ASTM D2661, SCHD. 40 or of fitness for a particular purpose. Reviewed for Code Compliance CXT Incorporated — — — — HOT WATER PLANS MUST BE ON JOB SITE ------------ VENT PIPING FIELD PIPING (NOT BY CXT) FOR ALL INSPECTIONS SCH 40 ABS TYPE DWV 1 UPDATED FOUNDATION NOTES MICHAEL M 4-05-21 �. acwmrnox .awxwu o"� SCALE 3 16=1-0 DATE 03-26-21 DRAWN MICHAEL M FILE NO. M-335 CHECKED MCT PLOT 1 64 PLUMBING PLAN & DIAGRAMS DWG NO. SHEET REV. M-31 31 1 36 NOTE; PRESSURE GAUGE WYE STRAINER: ITT HOFFMAN THIS WORK (45 PSI MIN FLOWING PRESSURE REQUIRED) SORES 400 OAE 3' C.O. IS NOT BY CXT 2" TO FIXTURESF NOTE; QUICK COUPLER VACUUM BREAKER INSULATE HW PIPING W/1' (R3,6) 3' TO WOMEN'S FOR BLOWING OUT RELIEF VALVE - PIPE TO PRE-MOLDED PIPE INSULATI❑N W/ASJ, SIDE FIXTURES WATER PIPING W/ NEAR FLOOR DRAI TO WOMEN'S 3' COMPRESSED AIR 3/4 SIDE FIXTURES 3' C.O. EXPANSION TANK .� f AMTROL ST-5 F�O..,:t i 3' �1/2" BALL VALVE THROUGH TO MEWS 2" BALL VALVE T BALL VALVE FLOOR � SIDE FIXTURES THROUGH FLOOR^ 2" ANNEALED TYPE K MOUNT HIGH ON WALL �3/4' CW SOFT" COPPER SERVICE NOTE: -— ----� ELECTRIC WATER HEATER v�� TO MEN'S F THROUGH W/ SEISMIC RESTRAIN T❑ WALL S A' SIDE FIXTURES I, FLOOR THIS PIPING IS FIELD & WALL BRACKET INSTALLED & NOT BY CXT DRAIN VALVE 4• WATER SERVICE DETAIL DETAIL OF FIELD INSTALLED 6 P_JNTS WATER HEATING PIPING DIAGRAM WASTE CONNECTION\ PIPING LEGEND NTS NTS r P' 1 1/4' �'' ' 3/4 `I \ 1 1/2' 6 -----_— COLD WATER WASTE PIPE; � 1 I P-1 1 1/4'/ \ — — — — ABS, ASTM D2661, SCHED. 40 TYPE DWV Oa VTR 1 1/2' P-1 I /. 1/2' 1 ^.� i I C.O. 2'n HOT WATER � 1 P-1 I �z, \ Y /C� -- VENT PIPING FIELD PIPING (NOT BY CXT) I 2\\ I 3' \$ ABS, ASTM D2661, SCHED, 40 TYPE DWV z WASTE CONN. �///\�\2�\_I 1/2' 2 O I -�1 1/4' (NOT BY CXT) /f �J P-1 I I.''/ / I I I ;C.°. 1 :5 P-3 j KEY NOTES / P-�� 1 3 C.Dt 2 ' 3' P-1 IIJ' o,�--b �-Y I I P-2 �J 3 I ��1, 1. 3/4' HOSE BIBB WITH VACUUM BREAKER, & WHEEL HANDEL. I 2 \� P-3 ;`' 2 /-' 2, TO THIS POINT BY CXT. \\� I 1 CW VALVE SEE 4' WASTE CONN, 3. PLUGGED CW LINE TO THIS POINT, BY CXT. CW BETWEEN THESE POINTS, NOT BY I I 1�2• 2 2' 2' I $ I I � JJ DI CXT. AGRAM 4, 1/2' AIR QUICK CONNECTION W/ BALL VALVE FOR BLOWING OUT WATER I I —2 - (NOT BY CXT)4' WASTE CONN. SS\OItiAL 1/2" 1/2• /%, PIPING,VALVE P-5 2' 1 (NOT BY CXT) ^' 112' S. BALL VALVE & CAPPED CW LINE FOR FIELD INSTALLED TRAP PRIMER t��CG\STEq VALVE IF REQUIRED BY JURISDICTION HAVING AUTHORITY 2 .tom P-5 6, ASSE 1010 WATER HAMMER ARRESTOR SIOUX CHIEF HYDRA-RESTOR #654-C OR c'0' c.0' 2' p-2 EQUAL Q t� P-s $I WATER PIPING RISER DIAGRAM 7. ALIGN VTR W/ BLOCK OUT IN ROOF. SEE ROOF PLAN WASTE AND VENT RISER DIAGRAM a' 8, ASSE 1070 WATER TEMPERATURE LIMITING DEVICE, 10526 NTS NTS ��' ►~-q r� SYM DESCRIPTION MANUFACTURER CXT PART NUMBER FLUSH VL FAUCET SUPPLIES QTY HW CW WASTE VENT SUPPLIES NOTES 1. SENSOR ACTIVATED FLUSH VALVES. w WATER CLOSET PENAL-WARE 1680 SERIES SLOAN "OPTIMA" 2. MOUNT RIM AT 17" ABOVE FLOOR. P-1 (SENSOR) ACORN 1680-W-1 #152-1.6 ES-S SLOAN EL-154 3 1-1/4" 3" 2" 3. USE CLOSET GASKET JG13534 AND Z1203 FINISH KIT May 20, 2021 1. HAMMER ARRESTOR JRS520-T-C, FLOOR DRAIN S2005AO25NBLP, TRAP PRIMER- P-2 LAVATORY ACORN PENAL-WARE 1652 SERIES SLOAN "ETF-610" SLOAN EL-154 1 1/2" 1-1/2" 1-1/2" MIFAB MM500, DISTR UNIT- MIFAB (SENSOR) 2652-1-BP-04-M 2. 1/2X15 COMP ANG LAV BSCR1915AC 3. 3 PC COVER SET PF202WH. RM 1. SENSOR ACTIVATED FLUSH VALVES. P-3 URINAL AMERICAN STANDARD 6515.001(URINAL) SLOAN "OPTIMA" SLOAN EL-154 2 - 3/4" 2" 2" 2• MOUNT RIM AT 17" ABOVE FLOOR. Precast Products (SENSOR) #195-1 ES-S 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 1. ST-5 EXP.TANK 362 Waverly Road Vllliamstown,WV 26187 P-4 WATER HEATER AO SMITH DEL 30 4500 240V 1 3/4" 3/4" - - 2• 30 GALLON ELECTRIC TANK TYPE, 240 VOLTS, SINGLE PHASE MONTROSE with SCREEN BUILDING NUMBER M-335 1. DUAL HEIGHT COMBINATION W/ CANE SKIRT The Information contUnN herein is proprietary P-5 DRINKING FOUNTAIN HAWS 1119FR 1 - and the exclusive Incorporated. The infonpro may only be property of CXT (2) (2) (2) 1/2' 1-1/2" 1-1/2" used by the original recipient for the purpose Intended. Reproduction or distribution of this Information Is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this Information, CXT WALL HYDRANT: C-63N10 CITY APPROVED PLANS Incorporated grants no warranty, express or P-6 HOSE BIB PRIER HYDRANT BOX C-634BX1 1 - 3/4" — — Implies,If fitness a amnty of merchantability Reviewed for Code Compliance or of ntnesfar a--dd particular GASKET: C-634 PLANS MUST BE ON JOB SITE NOT USED FOR ALL INSPECTIONS 1 UPDATED FOUNDATION N083 MWAB.M 4-05-21 rsv o[suw;as ,sraovu o�w SCALE 3 18=1-0 GATE 03-26-21 DRAWN IRGIAEL M FILE NO. M-335 CHECKED MGT PLOT1 64 NOT USED PLUMBING PLAN DIAGRAMS & SCHEDULE TRAVIS 54960-CXT 4 1. TRAP PRIMER- MIFAB MM500, DISTR UNIT- MIFAB ASSE 1018 OR ASSE 1044 DWG NO. SHEET REV. P-9 FLOOR DRAIN - - 2" 2" 736 SIOUX CHIEF (CHASE) 840-2A 1 M-32 1 PANEL SCHEDULE AMP 200 PANEL TOTAL CONNECTED VA LOAD 8,020 SURFACE MOUNT 120/240V,1P,3W TOTAL CALCULATED VA LOAD 9,441 (3) #2, (CU), (1) #8 (CU) GIRD. 2"C. (NOT BY CXT) 120/240/10/3W INTERIOR SURFACE MOUNTED LOAD CENTER CIRCUIT LOAD CIRCUIT LOAD WITH MAIN BREAKER AND GROUND BAR. ALL NO.DESCRIPTION OCP TYPE (VA) (A) PH.NO.DESCRIPTION OCP TYPE (VA) (A) EQUIPMENT INCLUDING BRANCH BREAKERS 1 MENS LIGHTS AND EXHAUST FAN 1P/20A N 231 1.9 A 2 WOMENS LIGHTS AND EXHAUST FAN 1P/20A R 231 1.9 2P 200A RATED AT 22,000 AIC. BLOCK—OUT UNDER PANEL PROVIDED FOR SERVICE LATERAL. 3 MENS RECEPTACLE 1P/20A R 180 1.5 B 4 WOMENS RECEPTACLE 1P/20A N 180 1.5 a 5 EXTERIOR LIGHTS 1P/20A C 42 0.4 A 6 CHASE LIGHTS 1P/20A N 56 0.5 0 0 N 7 MENS HAND DRYER 1P/20A L 1,140 9.5 B 8 CHASE RECEPTACLE 1P/20A R 180 1.5 PROVIDE (2) 5/8" X 8' GROUND RODS SEPERATED BY 9 WATER HEATER#1 c 2,250 A 10 WOMENS HAND DRYER 1P/20A R 1,140 9.5 2P/30A 18.8 �A MINIMUM OF 6' APART (NOT BY CXT). PROVIDE 111 C 2,250 B 12 PLUMBING SENSORS 1P/20A R 1 140 1.2 GROUNDING ELECTRODE CONDUCTOR AND CLAMPS BOND BUILDING COLD WATER PER NEC SUITABLE FOR DIRECT BURY PER NEC (NOT BY CXT). 13 A 14 PIPING TO GROUND BUS PER 15 B 16 NEC. (BY CXT) 17 A 18 19 B 20 ONE-LINE POWER DIAGRAM 21 A 22 NTS 23 B 24 25 A 26 27 B 28 29 A 30 GENERAL ELECTRICAL NOTES 31 B 32 NOTE: MAXIMUM ALLOWABLE AIC IS 22K AMPS,PANEL MODIFICATIONS WILL BE LOAD CONNECTED CALCULATED 1. RECESSED JUNCTION BOXES FOR SINGLE DEVICES SHALL HAVE SINGLE GANG MUD RINGS CAST IN REQUIRED(NOT BY CXT)IF TRANSFORMER CAPACITY EXCEEDS 175 KVA. (C)ONTINUOUS 4,542 x1.25 5,678 VA CONCRETE WALLS. (R)EC(1ST 10KVA) 1,871 x1.00 1,871 VA 2. ALL RECEPTACLES SHALL BE GFCI PROTECTED BY CIRCUIT BREAKERS OR BY OTHER GFCI (N)ON-CONTINUOUS 467 x1.00 467 VA RECEPTACLES (L)ARGEST MOTOR 1,140 x1.25 1,425 VA TOTAL LOAD 8,020 9,441 VA 3. ALL CONDUIT SHALL BE 3/4" MINIMUM, EXPOSED CONDUIT SHALL BE EMT, RECESSED SHALL BE 39 AMPS PVC. rJS�oNAt�A.^ 4. INSTALL ALL WIRING IN CONDUIT OR RELATED ENCLOSURES. O��' SWERFOYv�/li� 5. ALL ELECTRICAL INSTALLATIONS SHALL MEET THE 2017 NATIONAL ELECTRICAL CODE Q 7 6. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER, THHN INSULATION UNLESS NOTED 10526 - OTHERWISE. LIGHTING FIXTURE SCHEDULE ti 7. ROUTE ALL CONDUITS IN UTILITY ROOM AT CEILING OR FACE OF WALLS. 8. PROVIDE SPEED SWITCH FOR FAN CONTROL LOCATED IN CHASE. M < Ln DESCRIPTION /r X p ��ll// Q N�� 9. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE AND MAY NOT SHOW EXACT L� z > 3 e LOCATIONS OF DEVICES, REFER TO WALL PANEL AND OTHER DRAWINGS FOR EXACT LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, LOCATIONS OF J—BOXES, ETC. VPF8-4-28W HP-4000K-120—CP—WHT—WET—OCC—TX/SD May 20, 2021 10. PROVIDE CIRCUIT BREAKER LOCKOUT TAB FOR HAND DRYER. A 120 28 SURFACE MOUNTED, LED LAMP 4 FT, WRAP AROUND LENS, LOW TEMPERATURE DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED W/ ADDITIONAL OCCUPANCY SENSOR FOR FAN CONTROL lim SWOOP 610 LED EXTERIOR LIGHT,YWP610-14W Precast Products HP-350OK-120—CP—BRZ—CAB/PC EXTERIOR, 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 B 120 14 VANDAL RESISTANT, WALL MOUNTED, 14 901 N.Highway 77 Hillsboro,TX 76645 WATT, CLEAR PRISMATIC LENS, BUILT IN 362 Waverly Road Williamstown,WV 26187 PHOTOELECTRIC CONTROL PNOeCTr- MONTROSE with SCREEN BUILDING NUMBER M-335 LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, C 120 28 VPF8-4-28W HP-4000K-120—CP—WHT—WET—OCC—TX/SD Nonce SURFACE MOUNTED, LED LAMP 4 FT, WRAP AROUND LENS, me Information aontalned herein is proprietary and the LOW TEMPERATURE DRIVER, CONTROLLED BY MANUAL SWITCH informationlmaprop orlyy be used b CXT ae�lgnal recipe for the purpose intended. Reproduction or distribution NOTE: THE SOURCE OF EFFICACY OF EXTERIOR LIGHTING IS TO BE A MINIMUM OF of this informatl ha,m is strictly prohibited witt the prior written consent of CXT Incorporated. By allowing 45 LUMENS PER WATT use of this Information,CXT Incorporated grants no CITY APPROVED PLANS womanly,egress or implied,Including a womanty of merchantability or of fitness far a particular purpose. EXHAUST FAN SCHEDULE Reviewed for Code Compliance CXT Incorporated SYM MFR MODEL # CFM SONES VOLTS AMPS NTS. PLANS MUST BE ON JOB SITE EF-1 FANTECH RVF-4XL 193 6.0 115 0.84 1,2 FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL N 4-05-21 NOTES: wsv. asswrnox nrrnovri onw 1. WITH SPEED CONTROL MOUNTED IN CHASE. DRAW 3 i6'=1'-0 DATE 03-26-21 DRAWN MICHAEL N FILE NO. NI-335 2. FANS LISTED FOR WET LOCATION, CONTROL VIA OCCUPANCY SENSOR. CHECKED MCIF PLOT 1 64 LOCATE OPEN FACE J—BOX ON EXTERIOR SIDE OF PANEL. ELECTRICAL NOTES, LEGEND & SCHEDULE DWG NO. SHEET REV. M-33 33 1 36 O 3 O B 3 0 —+ y +— 1 3 3 o o FLUSH SE R FL .H SENSOR 4 TO TRANSF R ! —TO T ANSFORMER 3 SENSOR TRANSFORMER 4 3 3 7 Okc D FLUSH SE R FLUSH SENSOR 6 4 6 RM TO TRANSF ER— P-4 I TO TRANSFORMER O A A O 7 6 4 6 4 SENSOR O 3 3 DSENSOR TO TRANSFORMER TO TRANSFORMER 3 0 C —— —— —— —— — ——— — ——— B B O ® S�ONAt FN �GISTERF�Gjy�� LIGHTING PLAN RECEPTACLE, PLUMBING a. SENSORS, WATER HEATER & 10526 HAND DRYER PLAN May 20, 2021 KEY NOTES SYMBOLS LEGEND tO WIRE EF-1 THROUGH SPEED SWITCH AND OCCUPANCY SENSOR. ® NOTE REFERENCE LOAD CENTER "A" Precast Produ tE OLIGHT FIXTURES TO BE CONTROLLED BY PHOTOCELL. ROUTE WIRING IN CONCEALED CONDUIT. g GFCI RECEPTACLE X WALL MOUNTED LED 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 836B7 FIXTURE 901 N.Highway 77 Hillsboro,TX 76645 O3 LIGHTS TO OPERATE BY OCCUPANCY SENSOR. ON / OFF SWITCH (M—MOTOR RATED) 362 Waverly Road Williamstown,WV 26187 O4 NOT USED. SPEED SWITCH O X CEILING MOUNTED LED g FIXTURE MONTROSE with SCREEN O5 PROVIDE WATER HEATER WITH 30 AMP LOCAL SAFETY DISCONNECT, (3) #10 AWG, 240VAC, SURFACE MOUNTED CONDUIT, X EXTERIOR LED LIGHT BUILDING NUMBER M-335 30 AMP CIRCUIT. CROSSHATCH OR SLASH AND NUMBER FIXTURE The information conto°effherein is proprietary HN and the exclusive property of CXT DENOTES WIRES, (ALL #12AWG UN O, ® HAND DRYER i used cy the original information recipent for thepurpose I UNLESS NOTED) ONE WIRE TO BE intended. Reproduction or distribution of this 12 GROUNDING (GREEN) information is strictly prohibited without the prior written consent of CXT Incorporated. By WFi WATER HEATER CITY APPROVED PLANS Inco pooled use of no swar ntyaexpressC CXT — CONCEALED CONDUIT mplied,including a warranty of merchantability Reviewed for Code Compliance or of fitness oo^ap— i particular purpose. SAFETY DISCONNECT PLANS MUST BE ON JOB SITE J❑ OJ SURFACE JUNCTION BOX FOR ALL INSPECTIONS a RECESSED OR SURFACE FOUR 1 UPDATED FOUNDATION NOTES WCHAn M 4-05-21 SQUARE JUNCTION BOX SCALE 1 4"=1'-0" DATE 0M3-26-21 DRAWN WaIAE1.M FlLE NO. —335 CHECKED MaPLOT 1 64 ELECTRICAL PLAN & SCHEDULE DWG NO. SHEET REV. M-34 34 1 36 WALL PANEL W1 WALL PANEL W2 WALL PANEL W3 WALL PANEL W4 WALL PANEL W5 WALL PANEL W6 WALL PANEL W7 EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS ITEM CITY ITEM CITY ITEM CITY ITEM CITY ITEM CITY ITEM CITY ITEM CITY AS-2 6 AS-2 3 AS-2 3 AS-2 2 AS-2 2 AS-2 6 AS-2 6 FL-648 4 PS-10 2 PS-10 2 PS-2 4 PS-2 4 PS-2 10 PS-2 10 PS-2 10 PS-19 4 PS-19 4 PS-3 2 PS-3 2 PS-19 8 PS-19 4 PS-19 4 R303 4 R303 4 PS-10 2 PS-10 2 FL-648 4 FL-648 4 R303 4 PS-2 1 PS-2 1 R303 2 R303 2 R411 4 R411 4 R316 1 R3x116 8 R3x116 8 R320 8 R320 8 R303 8 R303 4 R320 8 R3x92 12 R3x92 12 R3x108 4 R3x108 4 R327 2 R327 2 R327 2 R320 8 R320 8 R3x123 4 R3x123 4 R3x92 8 R3x92 8 R411 4 MS-2 BO 1 MS-2 BO 1 WC WALL SLEEVE 1 W.C. WALL SLEEVE 2 R3x180 4 R3x180 4 R3x92 8 MS-4 BO 2 MS-4 BO 2 URINAL WALL SLEEVE 1 ROUND MUD RING 1 R3x61 4 R3x61 4 R3x98 16 R322 2 R322 2 TWO GANG MUD RING 2 TWO GANG MUD RING 2 R316 1 R316 1 R3028 8 R3x38 2 R3x38 2 44 E—BOX 6 44 E—BOX 6 R320 8 R320 8 R3x180 4 ROUND MUD RING 1 R3x98 8 R3x98 8 MS-4 BO 4 1 1 1 1 1 BLOCKOUT 8" SQ. 2 1 BLOCKOUT 8" SQ. 2 40 1/8" x 82 1/4"BO 1 SI-2 MOLD 1 44 E—BOX 2 ROUND MUD RING 1 BLOCKOUT 6 1/2" DIA 2 44 J—BOX 2 CU. FT. CONC. f SQ. FT. W.W.F. CU. FT.CONC. SQ. FT. W.W.F. CU. FT.CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU.FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. 71.2 2.64 220 24.7 0.92 75 24.7 0.92 75 33.2 1.23 100 33.2 1.23 100 52.3 1.94 240 52.3 1.94 240 APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT S�AA t N� 10,680 3,707 1 3,707 4,980 1 4,980 7,846 1 7,846 QO��S�SISTERCF�C�?i�� a � 10526 WALL PANEL W8 WALL PANEL W9 WALL PANEL W10 WALL PANEL W11 WALL PANEL W12 WALL PANEL W13 WALL PANEL W14 r'+ EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS ITEM CITY ITEM CITY ITEM CITY ITEM CITY ITEM CITY ITEM CITY ITEM CITY AS-2 3 AS-2 3 AS-2 2 AS-2 2 AS-2 6 PS-2 3 AS-2 6 PS-2 1 PS-2 1 PS-2 4 PS-2 4 PS-2 10 F-63 2 PS-2 10 PS-10 1 PS-10 1 PS-10 2 PS-10 2 PS-19 4 R301 2 PS-19 4 May 20, 202 1 PS-19 6 PS-19 6 R320 8 R320 8 FL-648 4 R302 2 FL-648 4 Y B-2 1 B-2 1 R3x56 4 R3x56 4 R411 4 SI-2 MOLD 1 R411 4 R460 2 R4x60 2 R3x123 4 R3x123 4 R303 4 R320 12 R303 4 R3028 2 R3x128 2 3" DIA BO 1 3" DIA BO 1 R327 2 R3x69 8 R327 2 HCAT R3x92 8 R3x92 8 1-1/2'DIA BO 1 1-1/2'DIA BO 1 R3x92 8 R3x93 4 R3x92 8 Precast Products R3x68 2 R3x68 2 44 E—BOX 6 44 E—BOX 6 R3x98 4 PS-24 2 R3x180 4 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 R3x65 2 R3x65 2 ROUND MUD RING 1 ROUND MUD RING 1 R316 1 B-2 2 R3x61 4 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 R3x64 4 R3x64 4 RECT MUD RING 2 RECT MUD RING 2 R3x180 4 R316 1 *w R3x45 2 R3x45 2 R3x200 2 R320 8 MONTROSE with SCREEN R301 1 R301 1 R320 4 R3x98 8 BUILDING NUMBER M-335 R302 1 R302 1 40 1/8" x 82 1/4"BO 2 BLOCKOUT 8" SQ 2 "°'`� The Informatiexclua w contained o herein Is "notary and the tion w property of CXT Incorporated.l The R303 6 R303 6 4x4 J—BOX 3 Info motion may only be used ro the original distribution R320 10 R320 10 ROUND MUD RING 2 of the purpose intended. Reproduction prohibited «without tihe of this iten colien Is strictly onporated w y all the prig written Information, of CXT Incorratat By grants no SI-2 MOLD 1 SI-2 MOLD 1 BLOCKOUT 3 1/2"DIA 2 CITY APPROVED PLANS use of this express a6Im CXT ndudi g a grant no artanty,express«Implied,Intluding a wortanty of MS-4 BLOCKOUT 1 MS-4 BLOCKOUT 1 HOSE BIB B.O. 1 merchantability or of fitness for a particular purpose. MS-2 BLOCKOUT 1 MS-2 BLOCKOUT 1 Reviewed for Code Compliance cxT laa«p«atw R322 2 R322 2 PLANS MUST BE ON JOB SITE R3x38 2 R3x38 2 FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MICHAEL M 4-05-21 wsv. ossrxrnox "rvaovn ors SCALE 1 3 8-=1'-0' DATE 03-26-21 DRAWN MN)IAEL M FILE NO. I M-335 CHECKED MCT I PLOT 132 CU. FT. CONC. SQ. FT. W.W.F. CU. FT.CONC. SQ. FT. W.W.F. CU. FT.CONC. SQ. FT. W.W.F. CU.FT. CONC. SQ. FT. W.W.F. CU.FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. MATERIAL LIST 24.7 0.92 77 24.7 0.92 77 17.8 0.66 54 17.8 0.66 54 65.7 2.44 200 15.6 .58 46 52.3 1.94 240 APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT DWG NO. SHEET REV. 3,705 3,705 2,670 2,670 9,855 2,340 7,846 M-35 35 1 36 FLOOR SLAB Ft FLOOR SLAB F2 INTERIOR PARTITION P1 (2 REQ'D) EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS ITEM QTY ITEM QTY ITEM QTY AS-1 4 PS-19 25 PS-2 1 AS-3 4 AS-3 4 PS-20 2 PS-19 22 AS-5 4 B-18 2 R303 6 PS-23 4 R3x66 4 R3x42 20 R3x172 4 PS-3 2 R3x128 2 R3x63 2 R4x128 8 R3x72 4 R303 11 R3z116 2 RM54960 F.D. 2 R3x172 8 BLOCKOUT 8" DIA 2 R4x112 8 1" PVC SCH40 x 10'-9" 2 RM54960 F.D. 2 PT CHUCK 2 BLOCKOUT 8"DIA 1 F-63 4 BLOCKOUT 4'-0" x 1'-6" 1 R302 16 PT CHUCK 2 1" PVC SCH40 x 9'-7" 2 CU. FT. CONIC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. 105.2 3.90 510 118.0 4.37 572 7.7 0.28 31 APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT NAL �`.• 15,780 17,700 1,155 Qo��S�GISTEIQ`F/��/C��ji�� a � 10526 ROOF PANEL R1—R ROOF PANEL R1—L ROOF PANEL R2—R ROOF PANEL R2-1- EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS ITEM QTY ITEM QTY ITEM QTY ITEM QTY PS-19 11 PS-19 11 PS-2 2 PS-2 2 FL-847 4 FL-847 4 PS-19 10 PS-19 10 f/ ; FL-648 4 FL-648 4 R303 4 R303 4 R411 4 R411 4 R320 8 R320 8 May 20, 2021 R303 11 R3033x13 11 R3z82 4 R3x 4 R3x13x134 4 R3z134 4 R3x175 4 R3x177 5 4 R3x175 2 R3x175 2 R481 4 R4x81 4 R3x176 2 R3x176 2 R4176 4 R4176 4 Precast Products R320 4 R320 4 FL847 4 FL847 4 6707 E.Flamingo Ave.Bldg 300,Nampa,ID 83687 PS-2 2 PS-2 2 FL648 4 FL648 4 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 R418 16 R418 16 R411 4 R411 4 m� PT CHUCK 1 PT CHUCK 1 PT CHUCK 1 PT CHUCK 1 MONTROSE with SCREEN 1" PVC SCHD40 x11'-3" 1 1"PVC SCHD40 x11'-3" 1 PVC SCHD40 x 6'-11" 1 PVC SCHD40 x 6'-11" 1 BUILDING NUMBER M-335 BLOCKOUT 5"DIA 1 BLOCKOUT 5" DIA. 1 "° The exclusive Canty o herein is proprietary and TEX. BLOCKOUT 12" SQ 1 TEX BLOCKOUT 12" SQ. 1 the exclusive prop t� of CXT Iheaorigin l The far ft information may only be used ro the n or redolent far the Informs intended. Reproduction or ithoutut he of this Information Is strictly prohibited aced.without the Prior f ttenhis consernInformation. of CXT Incorporated By dlorino CITY APPROVED PLANS nee of tnta Iess;or bn,CXT including oroa grants no mercha—tyntability avrem or fitness or a par a particular rrontypurpo of marMantablity or of fitness for a paHlalar purpose. Reviewed for Code Compliance CXT ins«po<at.a PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1 UPDATED FOUNDATION NOTES MCHAEL M 4-05-21 emv. oewmna ascsovK wa SCALE 1 3 8'=1'-0' DATE 03-26-21 DRAWN MCBAEL M FILE NO. M-335 CHECKED I MCT IPLOT I NTS CU. FT. CONIC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU.FT. CONC. SQ. FT. W.W.F. B.O.M. 66.1 2.45 344 67.8 2.51 344 42.1 1.56 215 42.1 1.56 215 APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT DWG NO. SHEET REV. 9,912 10,162 6,315 6,315 M-36 36 1 36